FINAL REPORT PIMA COUNTY, ARIZONA SUMMERHAVEN HYDROLOGIC AND HYDRAULIC ANALYSIS Prepared for PIMA COUNTY DEPARTMENT OF TRANSPORTATION AND FLOOD CONTROL DISTRICT URS Job No. 23443361 December 30, 2003 ,.... TABLE OF CONTENTS Page 1.0 INTRODUCTION ............................................................................................................... 1 1.1 1.2 2.0 DATA COLLECTION AND REVIEW .............................................................................. 2 2.1 FIELD VISITS ......................................................................................................... 2 2.2 2.3 3.0 PURPOSE OF STUDY ............................................................................................ I AUTHORIZATION AND ACKNOWLEDGEMENTS ........................................ .! HYDROLOGIC AND HYDRAULIC PARAMETERS ......................................... 2 SUMMARY OF GAGE DATA ............................................................................... 2 HYDROLOGY ....................................................................................................................4 3.1 OVERVIEW ........................................................................................................... .4 3.2 WATERSHED DESCRIPTION ............................................................................. .4 3.3 FLOOD FREQUENCY ANALYSIS ..................................................................... .4 3.4 3.5 3.6 3.7 PRE-FIRE HEC-HMS MODEL DEVELOPMENT ............................................... 5 POST-FIRE HEC-HMS MODEL DEVELOPMENT ............................................. 7 MODEL CALIBRATIONNERIFICATION .......................................................... 7 3.6.1 Pre-Fire Model Calibration .......................................................................... 7 3.6.2 Post-Fire Model Verification ....................................................................... 8 RAINFALL DISTRIBUTION SENSITIVITY ANALYSIS ................................... 9 4.0 HYDRAULICS .................................................................................................................. !! 4.1 HEC-RAS MODEL DEVELOPMENT ................................................................. !! 4.2 HYDRAULIC RESULTS ...................................................................................... II 5.0 EROSION MAPPING ....................................................................................................... 12 6.0 ROAD CROSSING DESIGN ............................................................................................ 14 7.0 FLOODPLAIN MAPPING ............................................................................................... 16 8.0 SUMMARY AND CONCLUSIONS ............................................................................... .17 REFERENCES .............................................................................................................................. 18 URS Summerhaven Hydrologic and Hydraulic Analysis I Final Report Pima County Department of Transportation and Flood Control District December 30, 2003 URS Job No. 23443361 LIST OF TABLES Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Table 7 Table 8 Table 9 Table 10 Table 11 Table 12 Table 13 Table 14 Table 15 Table 16 Table 17 Table 18 Table 19 Summary of Data Collection Summary of Stream Gage Data Flow Frequency for the Marshall Gulch Stream Gage Drainage Area Estimates Precipitation Frequency Estimates in Inches Drainage Basin Lag Time Estimates Modified Puis Channel Routing Estimates Muskingum Channel Routing Estimates Post-Fire SCS Curve Number Estimates Computed Peak Discharges for 2-, 5-, 10-,25-,50-, and 100-Year Events (Pre-Fire) Discharge Calculations for Pre-Fire Condition using USGS Regression Equations Computed Peak Discharges for 2-, 5-, 10-, 25-, 50-, and 100-Year Events (Post-Fire) Percent Change in Peak Discharges Due to Aspen Fire Carter Canyon Wash Peak Discharge Comparison Rainfall Distribution Sensitivity Manning's n Values Water Surface Elevation and Flow Velocity for Sabino Creek Water Surface Elevation and Flow Velocity for Carter Canyon Wash Culvert Design Results LIST OF FIGURES Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure llA Figure liB Project Location Pre-Fire Condition Discharge Probability Curve Summerhaven Basin Delineation Subbasin Burn Intensity HEC-HMS Discharge Values Compared to Pre-Fire Condition Flood Frequency Analysis Results Comparison of Simulated and Observed Post-Fire Condition Flow Hydro graphs Pre-Fire to Post-Fire Curve Number Increase 100-Year Flood Profile for Sabino Creek 100-Year Flood Profile for Carter Canyon Wash Erosion Potential Sabino Canyon Watershed 10-Year Floodplain Sabino Canyon Watershed 100-Year Floodplain APPENDIX Appendix A Appendix B Appendix C URS Photo Log PEAKFQ Output Hydraulic Analysis Results Summerhaven Hydrologic and Hydraulic Analysis I Final Report Pima County Department of Transportation and Flood COntrol District ii December 30, 2003 URS Job No. 23443361 1.0 INTRODUCTION I.l PURPOSE OF STUDY The Aspen Fire of the summer of2003 burned 84,750 acres within the Coronado National Forest and destroyed 333 structures. Portions of the Sabino Canyon and Carter Canyon watersheds were severely burned in the Aspen Fire. The purpose of this study is to determine the hydrologic and hydraulic impacts of the fire on the Sabino Canyon and Carter Canyon watersheds, which are in the vicinity of the Town of Summerhaven, located on Mount Lemmon in the Santa Catalina Mountains, Arizona. This report presents hydrologic and hydraulic study results for the Town of Summerhaven. Tasks performed include data collection and review, site visits, watershed and sub-basin delineation, development of HEC-HMS hydrologic models, development of HEC-RAS hydraulic models, potential erosion hazard mapping, road crossing structures capacity evaluation, and floodplain mappmg. 1.2 AUTHORIZATION AND ACKNOWLEDGEMENTS URS Corporation (URS) was contracted by Pima County Flood Control District (PCFCD) to perform this study under requisition number 70931. The Principal-in-Charge for this study is Dr. Elliot Silverston, P.E. The Project Manager is Mr. Andrew Messer, R.G., with the assistance of Dr. Henry Hu, P.H., CFM. Project Engineers are Mr. Colin McKernan and Mr. Erick Lopez. The PCFCD Project Manager is Mr. Lynn Orchard, CFM. URS Summerhaven Hydrofogic and Hydraulic Analysis Final Report Pima County Department of Transportation and Flood Conlrol District I December 30, 2003 URS Job No. 23443361 ,... 2.0 DATA COLLECTION AND REVIEW 2.1 FIELD VISITS An initial field visit was conducted on October 9, 2003, to view the impacts of the Aspen Fire on the watershed. A walk-through field reconnaissance was conducted to determine the size, location, and condition of each of the six publicly owned culverts, and a number of driveway culverts along Sabino Creek and Carter Canyon Wash. The field visit also provided evidence in estimating Manning's "n" values to be used in the hydraulic modeling. A second field visit was conducted on November 5, 2003, to further view the impacts ofthe Aspen Fire on the watershed. The photos from the initial and second field visits can be found in Appendix A. 2.2 HYDROLOGIC AND HYDRAULIC PARAMETERS Several data sources were used to compile information to determine the parameters necessary to perform the hydrologic and hydraulic analyses. These data and their sources are tabulated in Table I. ,... 2.3 SUMMARY OF GAGE DATA The stream gage was first operated by the U.S. Geologic Survey (USGS) for the period 1951 to 1970. The USGS gage number is 09483300, "Sabino Canyon near Mt. Lemmon, Arizona." Annual peaks were acquired from the USGS for the period 1951 to 1959. A historic peak flow of 380 cubic feet per second (cfs) was recorded for September 13, 1966. No annual peaks were available from 1960 to 1970. The stream gage was later acquired and operated by the U.S. Forest Service (USPS). Daily maximum, minimum, and mean flows were provided by the USPS Coronado National Forest for the period 1982 to I 992. Daily mean flows also were available for the period 1993 through 1997. The stream gage is currently being operated and maintained by PCFCD with a new gage name of Marshall Gulch. Stream flows were provided by PCFCD for the period from July to early October 2003. The Marshall Gulch stream gage has a broken record of annual peaks from 1951 to 2003. Annual peak discharges are missing for many years mainly due to the operational transition between different agencies. In the flood frequency analysis (Section 3.3), the different record segments were analyzed as a continuous record with a total of 21 years of peak flow record, assuming that URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 2 December 30. 2003 URS Job No. 23443361 there had been no significant changes in the climatic trends and watershed conditions in the study area before the recent Aspen fire. A summary of the available gage data is included in Table 2. URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Deparbnent of Transportation and Flood Control District I 3 December 30. 2003 URS Job No. 23443361 3.0 HYDROLOGY 3.1 OVERVIEW This section summarizes the hydrologic analyses performed to estimate the peak discharges for Sabino Creek and Carter Canyon Wash. The subtasks include: 3.2 • Flood Frequency Analysis • Development of Pre- and Post-Fire HEC-HMS Models • Estimated Pre- and Post-Fire Peak Discharges WATERSHED DESCRIPTION The study area consists of approximately 2.5 miles of streams with a drainage area of approximately I. 7 square miles. The watershed consists mainly of high mountainous pine forest and is located near the Town of Summerhaven, Arizona. The project location is shown in Figure I. r The watershed consists of two major streams: Sabino Creek and Carter Canyon Wash. The study limit is located at approximately I mile downstream of the confluence area between the Sabino Creek and Carter Canyon Wash, at the confluence with Marshall Gulch. However, since a streamflow gage is located on Sabino Creek (less than I mile downstream of the study limit), the watershed delineation and the HEC-HMS model also include the Marshall Gulch subwatershed. The drainage area to the gage consists of the Sabino Canyon and Carter Canyon watersheds and the Marshall Gulch basins. Marshall Gulch was incorporated into the HEC-HMS model to allow calibration ofthe HEC-HMS model using the stream gage data. 3.3 FLOOD FREQUENCY ANALYSIS The discharge probability curve was developed using the USGS PEAKFQ computer program, Version 4.1 (Thomas et a!. 1998). The computational methods of PEAKFQ are based on the techniques described in "Guidelines for Determining Flood Flow Frequency, Bulletin # 17B" (Interagency Advisory Committee on Water Data 1982), hereafter referred to as "Bulletin 17B." The input data required for PEAKFQ include the geographic location of the gage (latitude and longitude) and annual peak flow data. The general skew coefficient of -0.2 was determined in URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 4 December 30. 2003 URS Job No. 23443361 PEAKFQ from Plate I of Bulletin 17B based on the gage location. The adopted skew coefficient of 0.22 was computed by weighting the general and station skew coefficients. Table 3 summarizes the 2-, 5-, 10-, 25-, 50-, and 100-year frequency flows at the gage. The PEAKFQ output file is included in Appendix B. For comparison, the peak discharges also were calculated using the USGS regression equations for Arizona Region 5 (USGS 1993). It can be seen that the peak flows from PEAKFQ are much smaller than the regression equation results, ranging from 15.1 to 154.6 percent. The differences of discharges between the flood frequency and regression equation results may be due to the following factors: 1) The regression equations were developed based on gaging stations in a large region and represents the "average" condition in the region. The equations may not well represent rainfall responses in the small study area on Mount Lemmon. The Summerhaven watershed is located in a forested area with elevations ranging from 7,000 to 9,000 feet, compared to other areas with low elevations and desert cover. 2) The annual peak discharge values have limited records. The PEAKFQ analysis does not include some large floods from 1993 to 1998 because annual peak data are not available. For example, during the 1993 flood, the streamflow gage was not operational. Missing large floods may have some impacts on the peak discharge distribution, especially for low frequency flows. The flow data, discharge probability curve, and the 5 and 95 percent confidence limits are shown in Figure 2. 3.4 PRE-FIRE HEC-HMS MODEL DEVELOPMENT A rainfall-runoff model was developed using HEC-HMS, Version 2.2.2 (U.S. Army Corps of Engineers [COE] 2003a). The drainage areas were delineated using automated hydrologic techniques. Using the USGS Digital Elevation Models (DEMs) for Mount Lemmon and Mount Bigelow, the watershed boundary was constructed with Watershed Modeling System (WMS), Version 6.1 (BOSS International 2003). The Sabino Canyon, Carter Canyon, and Marshall Gulch watersheds were further subdivided to account for the varying terrain conditions within the watershed and to create necessary concentration points at the six public culverts. The sub-basin areas are shown in Table 4. The watershed boundary and sub-basins can be seen on Figure 3. The 24-hour 2-, 5-, 10-, 25-, 50-, and 100-year hypothetical precipitation values were determined for the basin areas by using the National Oceanic Atmospheric Administration (NOAA) Atlas 14 precipitation maps. Table 5 shows these precipitation values. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 5 December 30, 2003 URS Job No. 23443361 The loss rates for each sub-basin were calculated using the Soil Conservation Service (SCS) curve number method. The initial SCS curve number was determined based on a combination of soil data and land cover using a series of Geographic Information System (GIS) data processing methods. First, the National Resources Conservation Service (NRCS) State Soil Geographic Database (STATSGO) (U.S. Department of Agriculture 1995) was imported into Arc/Info and trimmed to the watershed boundaries. Second, the hydrologic soil units associated with these soil types were determined by overlaying the land use maps for Pima County. The final composite curve numbers were determined using the General Soil Map of Pima County, found on page 99 of the Pima County Hydrology Manual (PCFCD 1979). The classification of the soil based on this map is Zone 14, described as "Rock Outcrop - Bakerville - Faraway association: Rock outcrop and very shallow and shallow sub-humid soils of the mountains. Hydrologic soil groups= 40% C and 60% D". This ratio was applied in place ofthe STATSGO soil classification of soil Group D because, based on the HEC-HMS model calibration, using the soil classification from the Pima County soil map yields more reasonable runoff results. The sub-basin lag time was determined using the SCS TR-55 method (U.S. Department of Agriculture 1986) within the WMS model and calculated using the following equation: T lag = 0.6 (Tsheet + Tshallow + Tchannel) Where Tsheet =sum of travel time in sheet flow segments over the watershed land surface; Tshallow = sum of travel time in shallow flow segments, down streets in gutters, or in shallow rills and rivulets; and Tchannel = sum of travel time in channel segments. The results of the lag time calculation can be seen in Table 6. The Modified Puis channel routing method was used for routing reaches that are covered in the hydraulic models to account for backwater effects from culverts and channel constrictions. The storage-outflow relationship (Table 7) was developed by using the HEC-RAS, Version 3.1.1 (U.S. Army Corps of Engineers [COE] 2003b), models for Sabino Creek and Carter Canyon Wash. Please refer to the hydraulic analysis portion of this report for a description of the hydraulic modeling process. The routing reaches (Figure 3) that are located in the uppermost reaches and were not covered in the hydraulic model were modeled using the Muskingum channel routing technique. Table 8 shows the parameters required in the Muskingum method. The base flow was assumed to be zero. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 6 December 30, 2003 URS Job No. 23443361 ,.. 3.5 POST-FIRE HEC-HMS MODEL DEVELOPMENT Bum severity data for the Aspen Fire were provided by PCFCD. The severity was classified as the following: high, moderate, low, and unburned. The bum-intensity map was imported into Arc/Info and trimmed to the sub-basin drainage areas (Figure 4). The percentage of severity types for each sub-basin was then determined. The weighted average SCS curve number was determined based on these percentages and the following curve numbers: unburned= 75, low severity= 80, moderate= 85, and high severity= 90 (BAER 2002). The post-fire SCS curve number for each sub-basin can be found in Table 9. The initial abstraction was assumed to be 0.10 inches, which is less than the pre-fire condition value, due to less soil infiltration under burned conditions. All other parameters in the channel routing were unchanged from the pre-fire conditions. 3.6 MODEL CALIBRATIONNERIFICATION 3.6.1 Pre-Fire Model Calibration The results of the flood frequency analysis were used to calibrate the HEC-HMS model for the pre-fire condition. Two parameters were determined to be the most sensitive when determining the peak discharge: the SCS curve number and the cumulative initial abstraction (interception) by the basin. Initial hydrologic analysis results using initial SCS curve numbers were considerably higher than the flood frequency analysis results. Initial SCS curve numbers using the ST ATSGO data and county land use maps for the sub-basins were between 75 and 78. Based on the calibration results, composite curve number of 45.2 are used for all sub-basins in the calibrated hydrologic model. This value was determined by using the hydrologic soil group ratio of 40% C and 60% D, described in Section 3.4, for Oak-Aspen in good condition as described in Table 2.2d ofTR55 (USDA 1986). The default value for the initial abstraction is I = 0.2S where S is the potential maximum retention, a measure of the ability of a watershed to abstract and retain storm precipitation. For the curve number value of 45.2, the resulting initial abstraction would be equivalent to 2.42 inches using the equation: S = (1000- lOCN) CN URS Summerhaven Hydrotogic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 7 December 30, 2003 URS Job No. 23443361 This value was considered to be unreasonable given the soil type and watershed location. Based on Table 4.4 (Hydrologic Soil Group D) in the Maricopa County Hydrology Manual (MCFCD 2003) and a hydrologic and hydraulic study performed on the Upper Canada Del Oro Watershed (CMG 2003), a more reasonable value of 0.25 inches was used in all sub-basins to account for the cumulative initial abstraction. Table 10 shows the peak discharges for the 2-, 5-, 10-, 25-, 50-, and 100-year pre-fire events from the calibrated HEC-HMS model. When compared to the 95% confidence limits of the Marshall Gulch stream gage flood frequency analysis, the calibrated results fall within the range of the upper and lower limits (Figure 5). For comparison, the peak discharges for Sabino Creek, Carter Canyon Wash, and at the gage location, also were calculated using the USGS regression equations (USGS 1993 ). Two types of USGS regression equations were used. One is for Arizona Region 5 and the other one is for Southwestern Region 13. It is apparent that these two types of regression equation results are comparable and have the same magnitude of peak flows. However, the regression equations results are significantly higher than flood frequency analysis results and HEC-HMS peak flows. Again, the regression equations were developed based on gage data in a large region and may not be applicable to the study area. Also, the flood frequency analysis was based on a limited record of annual peak discharges. These results can be seen in Table 11. The SCS Type I rainfall distribution was used in the final model simulation. Other rainfall distributions were attempted. However, the simulated peak flows using these rainfall distributions (other than the SCS Type I) are significantly higher than the flood frequency analysis results or observed flow for the selected calibration event. A sensitivity analysis of the rainfall distribution is discussed in Section 3. 7. 3.6.2 Post-Fire Model Verification A recent summer rainfall event (after the Aspen Fire) was selected to verify the post-fire HECHMS model. The rain started on July 24, 2003, at 6:30 pm and ended at 8:45 pm with a total rainfall depth of 0.94 inch. For the same period, stream flow was recorded at the Marshal Gulch gage. The recorded precipitation was applied uniformly to all sub-basins. Figure 6 shows the simulated and observed hydrographs. The simulated hydrograph matches the observed one reasonably well, although the simulated peak is 38 cfs higher than the observed peak of 385 cfs and the timing is slightly shifted. The model verification indicates that the post-fire HEC-HMS model with estimated curve number and initial abstraction is able to reasonably simulate the post-fire rainfall-runoff process. URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 8 December 30. 2003 URS Job No. 23443381 Table 12 shows the 2-, 5-, 10-, 25-, 50-, and 100-year peak discharges for the post-bum condition. Compared to the pre-bum condition hydrology, the increase in peak flows from the pre-bum condition to the post-bum condition ranges from 141 to 489 percent, as shown in Table 13. Also, when compared to the pre-fire condition, the curve number in the post-fire condition increased by a range of 77 to 99 percent (Figure 7). It is also worth pointing out that the post-fire condition peak discharges for different frequencies are outside of the 90 percent confidence interval of the pre-fire condition flood frequency distribution (Figure 5). This indicates that the increase in discharges due to the Aspen Fire is statistically significant. 3.6.3 Comparison with Army Corps of Engineers' Carter Canyon Study Recently a hydrologic analysis was performed for Carter Canyon Wash by Army Corps of Engineers (COE 2003c). The Corps used the USGS regression equations for Arizona Region 5 for the pre-fire condition. As stated previously, the results of this analysis using HEC-HMS are lower than the regression equation results. A comparison between the results in this study, the Corps' results, and those determined using the regression equations is found in Table 14. r When comparing the post-fire results to the Corps' hydrologic analysis of Carter Canyon Wash, the post-fire 100-year HEC-HMS peak flow (using SCS Type I) is significantly lower than the Corps. The post-fire 2-year HEC-HMS peak flow (using SCS Type I) is approximately twice as high as the Corps' modeling result. Also, the post-fire I 0-year HEC-HMS results are close to the Corps' peak flows for these events. The differences between the HEC-HMS results (using SCS Type I) and the Corps' values may be due to the Corps assuming a high severity SCS curve number (90) for the entire basin, and the absence of post-fire HEC-1 model calibration. 3.7 RAINFALL DISTRIBUTION SENSITIVITY ANALYSIS Within HEC-HMS, several types of rainfall models were developed in an attempt to reasonably model the watershed's response to the rainfall. The SCS Type I rainfall distribution was selected due to it's similarity to a more front end loaded storm, commonly seen in the monsoon season of lower Arizona as a Gulf of California moisture surge. Gulf of California moisture surges are the major source oflow-level moisture for thunderstorms in Arizona. Several rainfall events were reviewed using the rainfall gage data in the study watershed. The prevailing storm type was found to be a short duration, high intensity, and frontaly loaded storm, typical of the Arizona summer monsoon thunderstorm. Several other significant rainfall events m the winter months throughout the ram gage period were also examined. They also tended to have a more frontal distribution as opposed to the centrally distributed storm, URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 9 December 30, 2003 URS Job No. 23443361 typical of winter storms. Although the SCS Type I rainfall distribution was chosen as mostly accurately reflecting the watersheds response, the SCS Type II and the HEC-HMS frequency storm methods (central distribution) were attempted. Both the SCS Type II and the frequency storm methods provided results much higher than the flood frequency analysis results at the gaging station. As an example, the results of the 2-year and I 00-year pre-fire peak flows for each of three rainfall distributions are shown in Table 15. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Deparbnent of Transportation and Flood Control District 10 December 30.2003 URS Job No. 23443361 4.0 HYDRAULICS 4.1 HEC-RAS MODEL DEVELOPMENT The HEC-RAS model was developed based on the recent 5-foot interval contour map provided by PCFCD. HEC-RAS cross-sections were constructed using BOSS RMS with AutoCAD. All culverts were coded in the model based on the data collected in the field. Roughness coefficients for low flow and high flow conditions (Manning's "n" values) used in the hydraulic analysis for Sabino Creek and Carter Canyon Wash were based on field reconnaissance. As shown in Table 16, these values ranged from 0.017 to 0.10 for the channel, and from 0.013 to 0.055 for the overbanks. The water surface profiles for the 10- and 100-year floods were computed. Starting water surface elevations were based on computed normal depths at the downstream limit of the hydraulic model. It should be noted that the hydraulic analysis was based on the existing channel condition. All culverts were assumed to be in place in both the pre-fire and post-fire runs. 4.2 HYDRAULIC RESULTS Tables 17 and 18 show the results of the 10- and 100-year pre- and post-fire events for Sabino Creek and Carter Canyon Wash, respectively. Figures 8 and 9 show the 100-year water surface profiles. The entire HEC-RAS output is included in Appendix C. It is apparent that with the increase in the peak discharges from the pre- to post-fire conditions, the water surface elevations and flow velocities for the post-fire conditions are generally higher than those for the pre-fire condition. The increase in the water surface elevations ranges from 0.43 to 3.28 feet for the 10year flow and from 0.63 to 4.48 feet for the 100-year flow. r URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I ,, December 30. 2003 URS Job No. 23443361 5.0 EROSION MAPPING The erosion mapping was primarily based on the field observation during the second site visit. The bum intensity map also was used to determine the area that would be prone to various degrees of erosion. Figure l 0 shows the erosion potential map with different zones designated as low, moderate, and high erosion potential and no erosion potential. Generally, the areas that have been rated moderate burn intensity have been mapped as low erosion potential. Low Erosion Potential Also, the areas that have been rated high burn intensity are mapped as moderate eros10n potential. Erosion Potential URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 12 December 30, 2003 URS Job No. 23443361 The areas designated as high erosion potential were the most severely burned and generally have areas of deeply incised channels, and/or channel impediment due to debris, steep slopes, or improper bank protection. High Erosion Potential Based on observed field conditions, areas designated as high erosion potential are in need of appropriate bank protection measures, such as rootwad revetment, gabion baskets, rip-rap placement, boulder revetment, or concrete stakes such as A-Jacks®. URS Summerhaven Hydrologic a nd Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 13 December 30, 2003 URS Job No. 2344 3361 6.0 ROAD CROSSING DESIGN PCFCD provided a previous report (CMG 1993) with culvert size recommendations for driveway culverts, along Carter Canyon Road, Turkey Run Road, and Sabino Canyon Parkway, within the Town of Summerhaven, and requested that URS evaluate the existing and CMG recommended culvert sizes for the publicly owned structures in the study area. Note that the sixth publicly owned culvert under Tucson Road has not been included in this analysis due to its upstream drainage area contributing less than 50 cfs, even in the I 00-year event. The criteria developed by PCFCD for roadway culverts within the Town ofSummerhaven is that culverts should convey a 10-year event under the road and the 100-year event over the road at a depth of one foot or less and/or the product of the depth and velocity squared should be less than or equal to 18. For this analysis, the post-fire 10- and 100-year hydraulic results were used in the culvert capacity evaluation. Along Carter Canyon Road, CMG recommends using the same size (64 inch x 43 inch) of corrugated metal arch pipe (CMAP) in place of all existing driveway culverts. This culvert size was recommended to replace the existing 42 inch corrugated metal pipe (CMP) underneath Carter Canyon Road (Culvert # 10 in the hydraulic model). The existing 42 inch CMP publicly owned culvert under Carter Canyon Road does not meet the PCFCD established criteria. The results of the hydraulic analysis show that the CMG recommended culvert size would not fulfill the established criteria for conveying the 10-year event under the road and the 100-year event over Carter Canyon Road at a depth of less than or equal to one foot (Table 19). Along Turkey Run Road, CMG recommends using the same size (71 inch x 47 inch) of CMAP in place of the existing driveway culverts. This culvert size was recommended to replace the existing 36 inch CMP underneath Guthrie Road (Culvert #17 in the hydraulic model). The existing 36 inch CMP publicly owned culvert under Guthrie Road does not meet the PCFCD established criteria. The results of the hydraulic analysis show that the CMG recommended culvert size does not meet either the 10-year event or the 100-year event criteria (Table 19). r Along Sabino Canyon Road, CMG recommends using the same size (71 inch x 47 inch) of CMAP in place of the existing driveway culverts. This culvert size was recommended to replace the existing twin 36 inch x 48 inch elliptical CMP culverts under East Sabino Road (Culvert #2 in the hydraulic model) as well as the twin 30 inch x 48 inch elliptical CMP culverts under URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 14 December 30. 2003 URS Job No. 23443361 Sabino Canyon Road (Culvert #9 in the hydraulic model) and the single 36 inch CMP underneath Goat Hill Road (Culvert #4 in the hydraulic model). These three locations all do not meet the PCFCD established criteria. The results of the hydraulic analysis show that at neither the 10-year event or the 100-year event criteria is met using the CMG suggested culvert size for the Sabino Canyon Road, Goat Hill Road and East Sabino Road crossings (Table 19). URS Summerflaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control District I 15 December 30. 2003 URS Job No. 23443361 7.0 FLOODPLAIN MAPPING The results of the hydraulic analyses were used to map the floodplains for Carter Canyon and Sabino Canyon within the Town of Summerhaven. Water surface elevations calculated by the HEC-RAS models were projected onto the 5-foot contour interval map. The floodplain maps (Figures IIA and liB) show that the overall width of the floodplain along Carter Canyon and Sabino Canyon has increased due to the increase in the post-fire 10- and 100-year flows from the pre-fire condition. Also included within the floodplain maps is the approximate location of the wastewater treatment plant and the Zimmerman Elementary School. These structures are located near the confluence of Carter Canyon Wash and Sabino Creek. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 16 December 30,2003 URS Job No. 23443361 8.0 SUMMARY AND CONCLUSIONS Hydrologic and hydraulic analyses have been performed to quantify the impacts of the recent Aspen Fire on Sabino Canyon and Carter Canyon watersheds and structures. Pre-fire HEC-HMS models were developed and calibrated using the flood frequency analysis results at the Marshall Gulch gaging station. The post-fire HEC-HMS models were verified using the observed rainfall and stream flow for a selected event. Model calibration results indicate that the pre-fire HECHMS simulated peak flows are within the 95% confidence limits of the flood frequency analysis results. The post-fire HEC-HMS simulated hydrograph matches the observed reasonably well for the selected event. The hydrologic impacts of the Aspen Fire on Sabino Creek and Carter Canyon Wash were determined to increase the peak discharges for the 2-, 5-, I 0-, 25-, 50-, and 100-year events by a range of 141 to 489 percent when compared to the pre-fire hydrology. HEC-RAS hydraulic models for Sabino Creek and Carter Canyon Wash were developed to compute the pre-fire and post-fire 10- and 100-year water surface elevations and flow velocities. The water surface elevations were used to develop the floodplain maps. The hydraulic impacts of the fire were determined to cause a range of 0.63 to 4.5-foot increase in water surface elevations for the I 00-year flood event. URS also performed potential erosion hazard mapping based on field investigations and a road crossing design analysis for five publicly owned culverts. It was determined that all CMG recommended culvert sizes for Sabino Canyon Road, Turkey Run Road, and Carter Canyon Road within the Town of Summerhaven failed to meet PCFCD established criteria of conveying a I 0-year event under the road and the I 00-year event over the road at a depth of one foot or less and/or the product of the depth and velocity squared should be less than or equal to 18. It should be pointed out that in this study, the pre-fire HEC-HMS model was calibrated to flood frequency analysis results and the post-fire HEC-HMS was verified using observed streamflow for one post-fire storm. However, because only limited annual peak discharges were used in the flood frequency analysis and only one post-fire storm was selected, the hydrologic results from the HEC-HMS models represent the best estimate that can be made at this time given the available data. URS Summerhaven Hydrologic and Hydraulic Analysis Draft Report Pima County Department of Transportation and Flood Control Dislrict I 17 December 30. 2003 URS Job No. 23443361 REFERENCES BOSS International and Brigham Young University. 2002. RMS for AutoCAD, January. BOSS International. 2003. Watershed Modeling System WMS Version 6.1, February. Burned Area Emergency Rehabilitation Plan. 2002. Rodeo-Chediski Fire, July. Cooper Aerial. 2003. Summerhaven, Scale I "=400', Contour Interval 5-foot, Date of Photography: July 16, 2003. CMG Drainage Engineering Inc. 2003. Task I Report for Hydrologic and Hydraulic Study of the Aspen Fire on the Upper Canada Del Oro Watershed, September 15 CMG Drainage Engineering Inc. 1993. Mount Lemmon Culvert Study, November 19. Flood Control District of Maricopa County. 2003 Drainage Design Manual for Maricopa County Hydrology. Interagency Advisory Committee on Water Data. 1982. Guidelines for Determining Flood Flow Frequency, Bulletin #17B, U.S. Department of the Interior, Geological Survey, Office of Water Data Coordination, Reston, Virginia. Pima County Department of Transportation - Flood Control District. 1979. Hydrology Manual for Engineering Design and Floodplain Management within Pima County, Arizona, September. Thomas, W.O., Jr., A.M. Lumb, K.M. Flynn, and W.H. Kirby. 1998. Users manual for Program PEAKFQ, Annual Flood Frequency Analysis Using Bulletin 17B Guidelines, U.S. Geological Survey, Water-Resources Investigation Report. U.S. Army Corps of Engineers. 2003a. HEC-RAS River Analysis System, Version 3.1.1, Hydrologic Engineering Center, March. U.S. Army Corps of Engineers. 2003b. HEC-HMS, Hydrologic Modeling System, Version 2.2.2, Hydrologic Engineering Center, May. U.S. Army Corps of Engineers. 2003c. Hydrologic and Hydraulic Analysis - Impact of Aspen Fire- Draft, Carter Canyon, Summerhaven, Arizona. September. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 18 December 30,2003 URS Job No. 23443361 U.S. Department of Agriculture. 1986. Urban Hydrology for Small Watersheds TR-55, Natural Resources Conservation Service, June. U.S. Department of Agriculture. 1995. State Soil Geographic (STATSGO) Database, September. U.S. Geologic Survey. 1993. Nationwide Summary of U.S. Geologic Survey Regional Regression Equations for Estimating Magnitude and Frequency of Floods for Ungaged Sites. URS Summerhaven Hydrologic and Hydraulic Analysis I Draft Report Pima County Department of Transportation and Flood Control District 19 December 30, 2003 URS Job No. 23443361 TABLES ") ) ') Table 1 Summary of Data Collection Source Needed for Mount Lemmon - Mount Bigelow Watershed and subbasin delineation. obtained from Parameters for TR-55 subbasin Jagtime USGS Digital Elevation method Models (DEMs) www.geocomm.com Mount Lemmon - Mount Bigelow USGS Digital Raster obtained from Base map Graphics (DRGs) www.geocomm.com Base map and construction of hydraulic 5-foot contour map for the Pima County FCD and Cooper Aerial model cross sections town of Summerhaven Determine percentage of each type I Soil type, vegetation cover, Pima County FCD and USDA within subbasins. Determine prefire composite SCS curve numbers STATSGO and land use type maps Assign curve number based on soil I type, vegetation cover, and land use SCS Curve Numbers NAGS TR-55 Manual type Determine the 5-. 10-, 25-, 50-, and 100 Hypothetical precipitation NOAA Atlas 14 precipitation year rainfall runoff using the SCS Type I distribution values maps Pima County FCD, US Forest Stream and rainfall gage Service- Coronado National Calibrate pre- and post-fire hydrologic data Forest, and USGS -Arizona models Determine percentage of burn severity and post-fire condition curve numbers Burn severity mapping within each basin Pima County FCD Determine post-fire composite curve SCS Curve Numbers for burned areas BAER Report numbers Initial Field Visit Manning's n values Hydrologic and hydraulic modeling Culvert sizes and invert Hydraulic modeling and road crossing elevations Pima County DOT flow capacity Recommended culvert Road crossing flow capacity analysis sizes CMG Drainage Report Data Collected 12/30/2003 Table 2 Summary of Stream Gage Data Type of Data Annual Peak Daily Flow Stage Flow WaterY ear 1951 1952 1953 1954 1955 1956 1957 1958 1959 1966 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 USGS 1951-1959, 1966 1951-1959 !951-1959, 1966 Period of Record USFS 1982-!992 1982-!997 1982-1997 Annual Peaks Date Streamflow (cfs) Jul. 23, 1951 180 Jan. 13, 1952 262 Jul. 16, 1953 219 Mar. 23, 1954 344 Aug. 23, 1955 329 Jul. 20, 1956 68 Jan. 09, 1957 197 Mar. 22, 1958 116 Oct. 05, 1958 73 Sep. 13, 1966 380 Aug. 23, 1982 145 AIJll.. 03, 1983 148 Oct. 11, 1983 625 Dec. 20, 1984 110 Nov. 25, 1985 107 Aug. 12, 1987 81 Aug. 25, 1988 128 Oct. 20, 1988 76 Sep. 02, 1990 180 Aug. 25, 1991 126 Feb. 17, 1992 167 PCFCD N.A. 71l7 -1 Oil 0/2003 7117-1 Oil 0/2003 Notes Historic Peak Gage Information: Gage Number: USGS 09483300, "Sabino Canyon Near Mt Lemmon" Location: Pima County, Arizona Hydrologic Unit Code: 15050302 Latitude: 32°25'20" Longitude: 110°45'05" Drainage Area: 2.91 square miles based on the watershed delineation in this study 12/30/2003 ..., ' ) Table 3 Flow Frequency for the Marshall Gulch Stream Gage Type of Analysis Pre-Fire Peak Discharges (cfs) for Recurrence Interval 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr 152 255 344 PEAKFQ USGS Regression 443 704 175 Equation 15.1 73.7 104.7 Difference (%) At Marshall Gulch Stream Gage Location -Drainage Area 2.91 485 1133 617 1528 779 1983 133.6 147.7 154.6 square miles 12/30/2003 ) ) ) Table 4 Drainage Area Estimates Basin-ID Basin Area (mi 2 ) 68 88 108 118 128 138 148 158 168 178 198 218 228 428 438 448 638 828 0.22 0.09 0.35 0.27 0.24 0.06 0.10 0.30 0.08 0.06 0.04 0.17 0.09 0.16 0.24 0.23 0.02 0.19 ' 12/30/2003 ) ' ' Table 5 Precipitation Frequency Estimates in Inches Frequency (yr) 2 5 10 25 50 100 5-min 10-min 15-min 30-min 1-hr 2-hr 3-hr 6-hr 12-hr 24-hr 0.36 0.51 0.61 0.74 0.83 0.93 0.55 0.78 0.93 1.12 1.27 1.41 0.69 0.97 1.15 1.39 1.57 1.75 0.92 1.3 1.55 1.88 2.12 2.36 1.14 1.61 1.92 2.32 2.62 2.92 1.32 1.84 2.2 2.68 3.05 3.43 1.45 2 2.38 2.91 3.32 3.74 1.72 2.34 2.78 3.37 3.85 _4,36_ 2.05 2.77 3.27 3.97 4.5 5.07 2.28 3.1 3.67 4.44 5.03 5.65 -· i - 12/30/2003 ' ) ' Table 6 Drainage Basin Lag Time Estimates T, Basin-tO T.,...,,. Tdlannflj Len th Travel Time Mannin 's n H draulic Radius Slooe (ttl _l_ 1 (hrl r _lfVIt) . (ft hrL {It) {tuft) 0.04 0.187 0.298 1500.751!1 0.047 '><> l1061.5_9~,02_!!_____l_ _ __Q,_Q!___ 0091 _Q,_1~2 ~?3.99tl_ __ 0.12_§_j 0.04_ L _ __ O.B~--]~_2 __Q, 134 l_!~22.6S§j 0.09_Q_ I _Q,Q4 L_ 0.585 L_____Q:__!67 __Q301 ~44-B9fll __ O.OJL _Q_Q4 0.308 I__Q:166 0.527 j__J@_J.37li_ 0.01_5_] ~L_ 1.2__Qi_ j_QQ85 0.33~- ~cQ2___l____(),03L_j 0.04 L_0.6R__ _ J 0.06!=j o.379 -~~otl______Q_.Q2~--~L_____Q&QL__\ o.089 l292 0.631 1.369 0.616 1.262 527.59 0.018 0.04 0.456 0.201 ....21 800.359 0.021 0.04 0.414 0.195 1.243 1734.379 0.061 0.04 0.89 0.039 1.307 2530.142 0.079 0.04 0.387 0.128 ).347 ~3 _____Q;Q_J3 0.04 0.475 0.131 o.o4 _ L ___q-~_ 1 o.o1~ 0.405: _ I1301)i8tl_______Q,o3L__l__ ____QJ_~4 ~0~6 ~ooL_j_ 0.04 1___0.3~ I _____QJ_!!3 J5 j1259.71~Q-03_1_l 0.04_ 1__ 0.5~ j_QJ_:11 Slooo 68 --~~~ 203 148 ___L___Q.04_l tsa _ ___l______Qfl_1._______l__ 168 178 198 ........ 0.04 C.IU V.U'f 228 428 438 0.04 ..... .... IB j__004__j_ _§38 828 297_&~_5 1 I _t 207.492 1 I 2aa.s41 l4~ 152.866 _l ____L_0.4~30~_ ~~1~QQ__ ______gg§_2.28 2 28 2.28 2.28 2.28 _228 _l__Q.04__j ____g,_28 l_ 0.04_j ~~ o.oo~ O.O_!?E o.oi.~u 31.59 16.29 13.16 ~.26 11.37 86.75 _4_6.69 48.86 56.17 12.11 46.19 98.03 I I I I __ l I _j I I _I I Unburned % 33.93 57.18 I 17.33 I -31.o3 -r-3a.78- -- I -35.62 I 22.10 I 52.66 ~I 15.32 I -~-"'oo __ I _ 78.74 __L_ 50.17 0.00 9.45 34.97 23.34 I 20.64 I ~.74 ___ I ____Qi)o __l_ 88.64 I 0.00 I 13.25 I o.oo I 43.73 _I 9.§8 __ !_ 51.14 0.00 26.09 17.74 16.78 I 63.26 I 53.81 0.00 1.46 0.51 Post-Fire CN 36.17 o.oo I 7.74 I 32.17 I 12.25 - I 1.35 18.24 39.29 ---42.86 I o.oo 0.00 I o.oo -1 O.QQ_ _L__ 0.00 0.00 1.22 I _ 0.00 0.00 80 Bo 83 81 84 82 85 80 so 87 86 89 87 87 87 82 87 90 % Pre-Fire CN 45.20 - 1 -~o-~u I 45.20 I 45.20 I 45.20 I 45.2o 45.20 45.20 I 45.20 I 45.20 I 45.20 I 45.20 I -45.20 45.20 45.20 1__45.20 45.20 45.20 77 1 I I I I -I I _L I I I titi 84 79 86 81 88 77 77 92 90 97 92 92 92 81 92 99 CN used for various watershed conditions are as follows: unburned = 75, low severity = 80, moderate severity = 85, and high severity = 90 12/30/2003 ' ' ) Table 10 Computed Peak Discharges for 2-, 5-, 10-,25-, 50-, and 100-Vear Events (Pre-Fire) HEC-HMS Flooding Sources & Locations Sabino Creek Location Pre-Fire Peak Discharges (cfs) Drainage Area 2 (mi ) 2-year 5-year 10-year 25-year 50-year 100-year 0.51 0.59 0.69 0.81 0.90 1.35 1.70 46 49 50 49 58 65 99 83 90 91 92 116 119 183 113 129 127 147 165 186 273 161 183 183 225 244 293 418 201 228 232 261 300 382 540 247 282 297 299 366 493 684 6C 0.17 0.36 16 39 32 72 44 99 65 142 82 180 102 238 2C 2.90 141 264 373 564 735 925 Upstream Limit of Study Culvert #17 at Guthrie Road 10C Culvert #9 at Sabino Canyon Road ac Culvert #4 at Goat Hill Road At Confluence with Carter Canyon Wash 11C Culvert #2 at East Sabino Road 15C Downstream Limit of Study 4C 9C 6C Carter Canyon Wash Upstream Limit of Study Culvert #10 under Carter Canyon Rd 14C Summerhaven Total Basin -··--- 12130/2003 ' ' Table 11 Discharge Calculations for Pre-Fire Condition Using USGS Regression Equations At Confluence with Carter Canvon Wash At Downstream Limit of Studv NFF for S --·····--·-··· u.s -·-·. ·-·· Peak Discharges (cfs) - ·--· ·- Flooding Sources & Locations Sabino Creek , A" ... .R·- ·-· . Drainage Area Peak Discharges_(cls)_ (mi2 ) 2-vear 5-vear 10-vear 25-vear 50-vear 100-vear ·- ·- 2-vear 5-vear 10-vear 25-vear 50-vear 100-vear 0.91 1.71 92 130 244 337 397 542 655 882 897 1 198 1 179 1 563 116 168 279 406 431 634 682 1,012 897 1 344 1 182 1 782 0.36 55 152 252 423 587 779 66 154 234 364 470 609 2.91 175 443 704 1 133 1 528 Carter Canyon Wash AI Confluence with Sabino Creek Summerhaven Total Basin 1,981__ 227_ _ 5qj_ _865 __ _1!3_§§_ '--1,~ L_ ~4§1_ 1213012003 ' 1 1 Table 12 Computed Peak Discharges for 2-, 5-, 10-, 25-, 50-, and 100-Year Events (Post-Fire) HEC-HMS Flooding Sources & Locations Sabino Creek Post-Fire Peak Discharaes (cfsl Drainage Area 2 10-vear 25-vear 50-vear 100-vear Location (mi l 2-vear 5-vear Upstream Limit of Study 9C Culvert #17 at Guthrie Road 10C 153 174 175 216 241 338 477 249 286 305 315 381 623 821 322 369 395 398 490 808 1076 425 489 545 588 677 1025 1400 507 586 708 765 875 1210 1657 594 687 787 883 1030 1446 1969 At Confluence with Carter Canyon Wash 6C Culvert #2 at East Sabino Road 15C Downstream Limit of Study 4C 0.51 0.59 0.69 0.81 0.90 1.35 1.70 14C 6C 0.17 0.36 96 204 148 315 186 393 237 499 276 581 317 666 2C 2.90 674 1,136 1,468 1,927 2,296 2,703 Culvert #9 at Sabino Canyon Road sc Culvert #4 at Goat Hill Road 11C Carter Canyon Wash Upstream Limit of Study Culvert #1 0 under Carter Can von Rd - Summerhaven Total Basin 12/30/2003 ) 1 ' Table 13 Percent Change in Peak Discharge Due to Aspen Fire Peak Discharges (cfs) 10-year 25-year 50-year 100-year Flooding Sources & Locations Sabino Creek 2-year 5-year Upstream Limit of Study Culvert #17 at Guthrie Road Culvert #9 at Sabino Canyon Road 229% 255% 250% 336% 312% 417% 381% 201% 218% 236% 243% 227% 422% 347% 184% 187% 210% 171% 197% 335% 295% 165% 168% 199% 162% 178% 250% 235% 152% 157% 206% 194% 192% 217% 207% 141% 143% 165% 195% 182% 193% 188% 489% 420% 371% 336% 317% 295% 265% 250% 235% 222% 209% 180% 377% 329% 294% 242% 212% 192% Culvert #4 at Goat Hill Road At Confluence with Carter Canyon Wash Culvert #2 at East Sabino Road At Downstream Limit of Study Carter Canyon Wash Upstream Limit of Study Culvert #1 0 under Carter Canyon Rd Summerhaven l_otal Basin --- 12/30/2003 ..., ) ' Table 14 Carter Canyon Wash Peak Discharge Comparison Pre-Fire Peak Discharoe cfsl Carter Canyon Wash at Confluence with Sabino Creek Basin Area scs USGS Regression Equation HEC-HMS Frequency Storm (Central Distribution} scs Post-Fire Peak Discharge (cfs HEC-HMS Frequency Storm (Central Distribution) SCSTvoe II (mi 2 ) Tvoe I Army Coros ~~y~ar 0.36 39 50 55 71 204 400 366 100 10-vear 0.36 99 260 252 236 393 749 841 380 100-year 0.36 238 780 779 528 666 1253 1408 1100 Tvoe 1 Army Corps 12130/2003 ' ' '') Table 15 Rainfall Distribution Sensitivity Peak DischaJXe (cfs) Marshall Gulch Gaging Station Basin Area (mi2 ) scs SCS Type Type I 2-Year 2.9 !00-Year 2.9 II Frequency Storm Flood Frequency Analysis 141 271 227 151 925 1763 1980 645 -·· 12/30/2003 Table 16 Manning's n Values Location Sabino Creek Photo# 6 10 12 13 16-18 19 20-23 30 31 32 34 41 4370 4380 4395-4400 4410 4430 4440 4490-4450 4500 4510-4520 4530 Manning's n (low Flow) Left Overbank Channel Right Overbank 0.055 0.035 0.055 0055 CMP 0.055 0.055 0.055 0.055 0 055 CMP 0.055 0 055 0055 Culvert #1 CMP 0.013 0.055 0.055 0.035 0.013 0.013 0.035 0.035 0.024 0.035 0.035 0.013 0.013 0.055 0.055 0.055 0.055 Culvert #2 CMP 0.013 0.055 0.055 0 055 0.055 0.055 42,44 4630-4640 CMP 43 45,47 48 4640 4670-4680 4680 0.055 0.024 0.04 CMP 0.024 0.04 49,51 4701-4710 4701 4720-4730 4720 4740-4750 0.055 Clay 0055 0.04 108,110 4820-4830 CMP 105 4850 0013 104,106 4850-4860 CMP 0.017 0.04 0.024 0.04 0.024 0.04 0.024 0.04 0.024 0.04 0.04 0.024 0.045 0.024 101 4680 0.013 0045 100,102 4880-4890 CMP 97 96,98 93 4920 0.013 4920-4930 CMP 0.024 0.045 0.024 4948 0.013 0.045 92,94 4948-4950 CMP 91 69 5000 1800 0013 0.024 0.045 0.055 0045 70,72 74,76 1800-1815 1820-1830 1840-1850 CMP CMP CMP 0.024 0.024 0.024 0.024 0.024 0.024 0.035 0.024 0.045 55,57 59 56,59 60 61,63 64 65,67,68 68 109 78 CMP 0.055 CMP 4740 0 055 4770-4780 4770 4770-4780 4790 CMP 4820 0.055 CMP 0.013 0.013 1860 0.055 CMP CMP 85,87 88,90 1865-1880 1885-1900 1905 1910-1920 89 2000 0.055 77,79 80,82 84,86 0.055 CMP Manning's n (High Flow) Channel Right Overbank Left Overbank 0.035 0.024 0.03 4560 4590 54 Carter Canyon Wash HEC-RAS Cross Section # 0.055 0.013 Culvert #3 0.013 Culvert #4 0.013 Culvert #5 0.013 Culvert #6 0.013 Culvert #7 0.045 Culvert #8 0.013 Culvert #9 0.03 0.055 Culvert #20 0.055 Culvert #19 0.055 Culvert #18 0.055 Culvert #17 0.055 Culvert #16 0055 0.055 Culvert #10 Culvert #11 Culvert #12 0.013 Culvert #13 Culvert #14 0.035 Culvert #15 0.045 0.055 CMP 0.055 CMP 0.043 0.043 0.024 003 0.1 0.038 0.03 0.043 0.03 0.043 0.043 0.045 0.03 0.045 CMP 0.03 0.045 0.018 0.045 0.03 0.045 0.03 0.045 0.03 0.045 0.03 0.045 0.04 0.03 0.02 0.04 0.055 Clay 0.055 CMP 0.055 CMP 0.055 CMP 0.055 CMP 0.02 0.02 CMP 0.03 0.013 004 CMP 0.03 0.013 0.04 0.03 0.04 CMP 0.013 CMP 0.03 0.013 0.055 004 CMP CMP CMP 0.045 0.03 0.03 0.03 0.055 0.026 CMP CMP 0.03 0.055 0.04 0.03 CMP 0.03 0.055 0.045 0.055 0.055 Culvert #1 0.025 0.025 0.025 0.025 0.02 Culvert #2 0.02 0 055 002 Culvert #3 0.02 Culvert #4 0.02 Culvert #5 0.02 Culvert #6 0.02 Culvert #7 0.045 Culvert #8 002 Culvert #9 0.03 0.055 Culvert #20 0.055 Culvert #19 0.055 Culvert #18 0.055 Culvert #17 0.055 Culvert #16 0.055 0.055 Culvert #10 Culvert #11 Culvert #12 0.02 Culvert #13 Culvert #14 0.04 Culvert #15 0.055 Manning's n values are for the listed cross-section downstream to the next cross-section listed. 12/30/2003 Table 17 Water Surface Elevation and Flow Velocity for Sabino Creek River Station Sabino Canyon 5000 4990 4980 4970 4955 4950 4949 4948 4940 4930 4925 4920 4910 4900 4890 4885 4880 4870 4860 4855 4850 4840 4830 4825 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 10-year Water Surface Elevation (ft) 7978.37 7979.58 7956.03 7957.03 7941.23 7942.23 7928.5 7929.23 7921.94 7923.01 7920.69 7921.68 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7915.7 7917.23 7909.49 7910.62 7891.47 7893.72 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7887.83 7890.07 7883.11 7884.73 7871.98 7873.58 7864.09 7868.29 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7861.6 7863.75 7853.98 7856.34 7846.17 7852.24 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7843.6 7845.96 7828.35 7829.46 7819.37 7822.65 Profile 10-year 100-year Water Surface Average Velocity Elevation (It) (ft/s) 6.17 7979.22 7980.67 7.57 7956.75 4.71 7957.77 5.4 4.07 7941.93 4.85 7943.02 7929.02 4.68 5.47 7929.84 7922.7 5.82 7.1 7923.91 1.47 7921.38 7922.31 2.18 Culvert #16 7916.8 6.96 7918.4 8.3 7910.28 6.01 7911.56 7.47 3.49 7893.06 7895.45 5.79 Culvert #17 7889.27 7.96 9.82 7891.76 7884.25 7.09 8.8 7886.08 7.09 7873.12 7874.76 8.21 3.2 7867.49 3.35 7870.4 Culvert #18 7863.48 7.82 7864.27 6.27 8.22 7855.49 7857.99 9.69 3.57 7851.38 3.02 7853.29 Culvert #19 7845.22 8.19 7847.46 9.07 6.11 7829.33 7830.17 6.97 7821.5 4.7 7824.27 2.39 Culvert #20 Page 1 of 4 100-year Average Velocity (ft/s) 7.18 7.72 5.13 6.18 4.62 5.51 5.22 5.92 6.75 7.06 2.84 3.03 7.91 9.36 7.1 8.35 5.11 7.63 9.74 10.16 8.34 9.91 7.92 9.24 2.94 4.63 6.02 7.81 9.76 7.4 2.63 4.92 9.27 9.57 5.97 8.04 2.95 2.68 12/30/2003 Table 17 Water Surface Elevation and Flow Velocity for Sabino Creek River Station Sabino Canyon 4820 4810 4800 4790 4780 4775 4770 4765 4760 4750 4745 4740 4730 4725 4720 4710 4705.5 4701 4690 4680 4675 4670 4640 4635 4630 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 10-year Water Surface Elevation (ft) 7814.52 7815.83 7803.94 7805.41 7786.65 7787.99 7779.62 7780.83 7769.53 7771.48 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7764.15 7765.65 7756.84 7758.3 7741.94 7743.38 7734.69 7738.46 Pre-Fire Post-Fire Pre-Fire Post-Fire 7732.52 7733.18 7732.65 7733.5 Pre-Fire Post-Fire Pre-Fire Post-Fire 7729.87 7731.23 7729.86 7731.2 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7726.09 7728.03 7722.28 7723.65 7719.28 7719.91 Pre-Fire Post-Fire Pre-Fire Post-Fire 7717.32 7718.65 7710.52 7711.74 Pre-Fire 7703.26 Profile 10-year Average Velocity (ft/s) 7.97 8.06 6.8 8.38 6.22 6.03 5.82 6.53 3.52 4 Culvert 7.06 5.58 6.47 8.12 6.4 8.28 3.43 3.19 Culvert 4.57 6.91 1.51 1.45 Culvert 1.93 2.53 1.31 2.18 Culvert 7.36 10.79 6.25 7.85 1.69 2.89 Culvert 10.18 5.15 1.46 2.6 Culvert 4.62 100-year Water Surface Elevation (ft) 7815.41 7816.98 7804.99 7806.64 7787.8 7788.52 7780.5 7781.64 7770.97 7772.76 #9 7765.4 7766.23 7757.87 7759.82 7742.94 7744.71 7737.95 7739.47 #8 7732.99 7734.06 7733.21 7734.1 #7 7730.9 7731.91 7730.87 7731.86 #6 7727.39 7729.01 7723.25 7725.01 7719.68 7720.43 #5 7718.43 7719.26 7711.36 7712.89 #4 7703.66 100-year Average Velocity (ft/s) 7.64 9.21 7.9 9.42 5.46 7.7 6.36 7.33 3.54 5.37 5.42 6.86 7.67 8.21 7.78 9.58 2.8 4.33 5.71 8.71 1.22 2.34 2.15 3.79 1.98 3.15 9.83 7 7.37 7.43 2.56 4.54 5.05 6.13 2.24 3.69 5.55 12/30/2003 Page 2 of 4 Table 17 Water Surface Elevation and Flow Velocity for Sabino Creek River Station Profile (11) Sabino Canyon 4620 4610 4600 4595 4590 4580 4570 4565 4560 4550 4540 4530 4520 4515 4510 4500 4495 4490 4485 4480 4470 4460 10-year Water Surface Elevation Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7703.9 7689.34 7689.77 7679.16 7679.62 7677.95 7678.72 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7673.85 7675.5 7665.91 7666.42 7655.76 7656.55 7645.86 7647.01 7633.23 7634.72 7624 7625.25 7618.86 7620.27 7606.54 7608.35 7597.78 7599.74 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7594.48 7598.9 7592.5 7596.17 7588.91 7591.34 7585.61 7588.35 7573.35 7576.69 7551.03 7553.6 7539.4 7541.35 7526.39 7529 09 100-year 10-year Average Water Surface Elevation Velocity (11) (ftJs) 7704.73 5.82 7689.62 3.88 5.1 7690.33 7679.45 2.69 3.84 7680.18 7678.48 0.49 7679.53 1.02 Culvert #3 7674.93 7.5 7676.46 10.54 4.39 7666.26 7667.19 5.84 7656.2 4.7 7657.07 5.05 7646.63 6.2 7648.31 7.55 7634.26 6.7 7636.15 8.32 7624.91 5.99 7626.27 5.72 7619.84 6.5 7621.67 8.14 7607.85 7.59 7609.95 8.67 1.97 7599.05 7602.29 3.1 Culvert #2 3.74 7597.06 7601.54 5.96 7594.73 8.71 11.26 7598.22 7590.34 6.97 7592.75 8.25 7.28 7587.15 7589.21 7.58 7575.04 7.63 7577.75 8.1 7552.6 7.3 7555.15 9.87 7.4 7540.72 7542.34 8.22 7528 7.41 9.88 7530.97 100-year Average Velocity (ftJs) 6.93 4.73 6.22 3.48 5.36 0.83 1.79 9.49 3.81 5.25 6.91 5.72 6.83 7.14 8.89 7.85 9.81 5.63 6.25 7.62 9.27 8.21 9.68 2.83 3.68 5.02 7.5 10.26 12.64 8.29 7.74 8.8 9.31 9.28 9.6 8.8 9.38 7.45 9.59 8.95 8.53 12/30/2003 Page 3 of 4 Table 17 Water Surface Elevation and Flow Velocity for Sabino Creek River Station Sabino Canyon 4450 4440 4430 4420 4410 4400 4397.5 4395 4390 4380 4370 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 10-year Water Surface Elevation (It) 7514.96 7517.28 7497.38 7499.74 7483.16 7485.39 7470.37 7472.46 7464.73 7466.99 7459.84 7462.91 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7457.1 7459.42 7456.08 7458.78 7444.15 7445.95 7440.99 7443.06 Profile 10-year Average Velocity Page 4 of 4 100-year Water Surface Elevation (fils) (It) 7516.24 6.65 7.5 7518.09 7498.79 6.93 7501.13 9.25 7484.49 6.76 9.11 7486.72 7471.61 6.51 8.81 7473.7 7466.08 6.77 7468.33 9.15 7461.89 3.76 7464.29 6.25 Culvert #1 7458.86 7.86 7460.77 8.73 7457.66 7.29 7459.97 7.65 6.13 7445.21 7447.14 8.42 6.77 7442.3 7444.49 9.19 10(}-year Average Velocity (fils) 8.09 9.11 8.38 10.39 8.25 10.21 7.95 9.99 8.25 10.25 5.17 7.74 10.95 8.66 8.5 7.9 7.59 9.17 8.13 10.01 1213012003 Table 18 Water Surface Elevation and Flow Velocity for Carter Canyon Wash River Station Carter Canyon 2000 1990 1980 1970 1960 1950 1940 1930 1920 1915 1910 1905 1900 1892.5 1885 1880 1872.5 1865 1860 1850 1845 1840 1830 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 10-year Water Surface Elevation (ft) 7984.51 7986.22 7946.57 7947.46 7909.26 7910.5 7874.49 7876.38 7829.64 7830.54 7806.57 7808.34 7788.9 7790.74 7776.42 7778.53 7768.9 7770.6 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7764.4 7766.24 7758.04 7759.36 7757 7757.8 Pre-Fire Post-Fire Pre-Fire Post-Fire 7748.65 7749.95 7740.16 7741.75 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7732.64 7734.41 7724.18 7725.78 7717.18 7718.21 Pre-Fire Post-Fire Pre-Fire Post-Fire 7712.19 7713.82 7710.05 7711.06 Profile 10-year 100-year Average Water Surface Velocity Elevation (fils) (fl) 6.18 7985.45 8.22 7987.26 4.42 7947.05 6.74 7948.07 5.34 7910.07 6.81 7911.13 6.49 7875.57 8.6 7878.03 4.53 7830.13 6.53 7831.15 6.06 7807.51 5.55 7808.73 6.38 7789.95 7791.76 8.39 6.19 7777.4 7778.92 5.25 7770 2.38 7771.4 2.25 Culvert #15 7765.4 6.28 7767.01 10.16 7758.8 5.43 7.13 7760.08 7757.48 1.16 7758.17 2.6 Culvert #14 7749.35 5.26 7750.86 8.23 7741.6 1.86 7742.23 3.35 Culvert #13 7.15 7733.92 7735.76 8.87 5.97 7725.09 7726.92 7.79 7717.77 1.14 7718.72 2.73 Culvert #12 7713.09 5.86 7714.83 7.75 7710.67 0.93 7711.67 2.35 100-year Average Velocity (fils) 7.55 8.88 5.78 7.9 5.88 7.81 7.78 6.61 5.75 7.3 7.2 6.77 7.62 9.35 7.32 6.15 1.86 2.74 8.44 8.3 6.44 7.94 1.97 3.52 6.94 9.81 2.32 4.01 9.6 6.37 7.09 6.5 2.06 3.63 7.14 7.57 1.67 3.21 1213012003 Page 1 of 2 Table 18 Water Surface Elevation and Flow Velocity for Carter Canyon Wash River Station Carter Canyon 1825 1820 1815 1807.5 1800 1795 1790 1780 1770 Profile 10-year Water Surface Elevation (It) Pre-Fire Post-Fire Pre-Fire Post-Fire 7704.74 7706.01 7700.41 7702.23 Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire Pre-Fire Post-Fire 7693.62 7694.83 7688.72 7690.01 7683.01 7684.34 7668.85 7669.91 7656.29 7657.14 10-year 100-year Average Water Surface Velocity Elevation (ft/s) (It) Culvert #11 5.6 7705.52 7.56 7706.77 3.34 7701.75 6.14 7702.88 Culvert #1 0 5.11 7694.32 6.67 7695.44 5.37 7689.46 7690.7 7.13 7683.76 5.45 7.08 7685.05 7669.45 4.88 7670.47 6.39 3.46 7656.76 7657.65 5.46 100-year Average Velocity (ft/s) 6.59 7.47 4.96 6.95 6.02 7.69 6.4 8.08 6.46 7.93 5.81 7.25 4.65 6.48 12130/2003 Page 2 of 2 ' ) "' Table 19 Culvert Design Results ----- -·· -- ... -·. ·-·· -· -· --· ---·- ·------ Culvert location East Sabino Road Goat Hill Road Sabino Canyon Road Carter Canyon Road Guthrie Road Culve11 # 2 4 9 10 17 Overtopping East Sabino Road Goat Hill Road Sabino Can on Road Carter Ca!}Yan Road Guthrie Road 2 4 9 10 17 Velocity Disch~rge _{cis)_ (IV~ 200 9.09 70 100 70 70 9.84 Based on post-fire 10- and 100-YEar discharges Culvert Location Culvert# Discharge (10-Yearl cts East Sabino Road 2 BOB Goat Hill Road 4 398 Sabino Canyon Road 9 395 Carter Canyon Road 10 393 Guthrie Road 17 369 Based on CMG Desiqn Culvert Location Culvert# .................. Discharge /10-Year) cfs BOB 39B 395 393 369 Upstream Depth JHJ (VD)2 (V0) 2 <,18? 2217 No No No No No 7.79 5.18 6.88 3.32 9.06 4.45 8.44 4.4 1625 1379 Water Surface Overtopping Elevation Over/Under Discharge (ttl 7599.75 7711.74 7771.47 (ft) 7597.53 7709.51 7769 27 Road Over Over Over 7701 55 7893.72 7699.62 7889.9 Over Over Water Surface Overtopping Elevation Over/Below Road (It) (ft) 7599.72 7709.89 7772.52 7701.88 7893.54 7597.54 7707.59 7770.58 7699.62 7891.27 4583 669 Over Over Over Over Over Water Surface Overtopping Elevation (100-Year) cis (ft) 1446 7602.24 (Ill 7597.53 B83 7B7 666 6B7 7712.89 Discharge (100-Year) cis 1446 BB3 7B7 666 6B7 7772.69 7702.87 7895.45 7709.51 7769.27 7699.62 7889.9 Water Surface Overtopping Elevation Depth over Road Less than or eaual to 1'? No No No No No (ft) (ft) Depth over Road Less than or equal to 1'? 7602.24 7711.65 7773.64 7702.55 7895.61 7597.54 7707_59 7770 sa 7699.62 7891.27 No No No No No 12130/2003 FIGURES \ PHOEN~ Area .Jill TUCSON Legend S Rain Gage e Streamflow Gage e Public Culverts D D Elevation Range 1,820 - 1,954 Elevation Range 1,954-2,081 - Elevation Range 2,081 - 2,207 - Elevation Range 2,207-2,353 Watershed Study Area - Elevation Range 2,353 - 2,604 ---· · Stream Flowline P Elevation Range in Meters s W *E Location Map s URS Horizontal Datum: NAD83 HPGN DATE: 12-30-03 Not to Scale Vertical Datum: NAVD88 I CHECKED BY: HH PROJ. NO: 23443361 l PM: AM FIGURE NO: 1 10000 ~ln • I I ! I j- 1 .. I i I ~- i Flow Data I Pre-Fire Flow Frequency (with Exp. Prob.) - -5% and 95% Confidence Limits ! i ·- - -- -·· -- - ,. I ! I 1000 -- ·- - ..... r--· "' ""' _,._ ~ ~ ,., '~~ v.(lv ""' ""' / /- / .,., ..... .,..· r~ ~"' .I ~- ..... H"· / 1 ~ ....-· :..... I/ ~ ./ - ,., .,; I I I - I -- --- ~1-- ~ ,/ 100 - '/ I + - i - Gage 09483300 Sabino Canyon Near Mt r-- Lemmon Drainage Area: 2.91 mi 2 r-- ! 10 100 10 EXCEEDANCE FREQUENCY IN PERCENT Figure 2 Pre-Fire Condition Discharge Probability Curve 0.1 P :IPma Countv DOT FC\Sommolhaven\GIS\OebsR, ;\mxds\stream basins.mxd SUMMERHAVEN LEGEND - ·- Stream Flowline e 11 C [::J Watershed Boundary 11 B Subbasin Name D 11 R Reach Name Subbasin Boundary Summerhaven Basin Delineation Concentration Point 1 - - - - - - - l Horizontal Datum: NAD83 HPGN I DATE: 12-30-03 I Not to Scale I Vertical Datum: NAVD88 1 CHECKED BY: HH I FIGURE NO: PROJ. NO: 23443361 I PM: AM 3 P\Pomo_Coutwy_OOT_F~\GI~--- LEGEND D - High Bum Severity - · - Stream Flowline Moderate Bum Severity 68 - Low Burn Severity Unburned Subbasin Boundary Subbasin Name W . E s I URS I Subbasin Bum Severity Horizontal Datum: NAD83 HPGN DATE: 12-30-03 Not to Scale Vertical Datum: NAVD88 PROJ. NO: 23443361 FIGURE NO: 4 10 100 10000 0.1 :~ I i Tl I •-5% and 95% Confidence Limits I • • .. ,;'- r i.- I .... -· ~ . --- v' / "v ...,...,., , :,;;o jl' f-j -t- ' ,. I v v ff +-- VI v -;;;; ---f-- . I ·---- - .......... I ' I I -- ;.... -- _j ' -+ I ·-- I ' I -~ tJv~/, IJ / II ~ >r-~ ,... -- i.-' !.--' /~ ~ ~ 1 ....... • tJ ' I ~ I - _,....( i I ' I' I I ! I !I I -- I • -r I I 100 I ' I I I I ' -f ' 1000 ! Post-Fire HEC-HMS Results Pre-Fire Flow Frequency (with Exp. Prob.) +1 T --- --- : Pre-Fire HEC-HMS Results - r i - II . -+-' I I I --- i - --' -- - - I ' Gage 09483300 Sabino Canyon Near Mt Lemmon I Drainage Area: 2.91 rni 2 ' 10 I I I I 1-- I I EXCEEDANCE FREQUENCY IN PERCENT Figure 5 HEC-HMS Discharge Values Compared to Pre-Fire Condition Flood Frequency Analysis Results 500~------~--.---r--.---.---.---r--.---,---.---r---r-~---.--~---.--~~--,---:---.---r--o--~ 400 300 .!(! .!::!. ~ u.. 200 100 0 I 2400 I I I 0200 I 0400 I I 0600 I I 0800 I I 1000 I I 1200 I I 1400 I I 1600 I I 1~ 1800 i A. i 2000 ~ 2200 24Jul2003 - - - !--= HEC 1 -_ HlVIS 2C Ob served 1 38 ' Be sin . Run . T 1me : 7R Post Burn Run 70 01Dec03 , LEGEND: 2C - Blue - Subbasin Junction at Marshall Gulch Stream Gage 13B - Pink- Subbasin Between Upstream Tributary Confluence and Marshall Gulch Stream Gage Location 7R - Grey - Reach Between Upstream T ributary Confluence and Marshall Gulch Stream Gage Location Observed - Red - Observed Hydrograph at Marshall Gulch Stream Gage on July 24, 2003 Figure 6 Comparison of Simulated and Observed Post-Fire Condition Flow Hydrographs Bas in 10 : 44 ~ 2400 \ P ·IPma Cotrty_DOT_FCISLmnertlavMGIS\DebsRepo<• Sta :u 5 .055 Eldnk Sta' LeE t 113.5 RS: 1980 Riqht H4.l5 144.15 n n .. v st., 7940 7920 7910 7930 7950 41.07 98 87 150.85 225.18 El,.v 7935 7915 7910 7935 Sta El•ov 47.99 7932.49 l1J.5 7910 177 55 7915 237.]6 7940 V<~l .035 L8ngtho: :.. .. ft C:harmd 254.12 242.71 Riqht 241.57 Coeff contr Expan. ; CROSS SECTION RIVER: Rliach -2 REACH; Cart•r Canyon '~~ O..ocription: Statlon E1 .. vation St" ElBV 0 7905 7) 7885 159.18 7875 U3.29 7885 2n.1 7910 293.76 7930 " Data nwn• Sta El~v 14.2] 7900 97.67 7880 167.22 7871.91 203 14 7890 243 32 79lo.u Sta El~v 28.2 7895 103 71 7878.15 173 33 7875 212 66 7895 255 45 7915 l'lanninq"s n v... lueo Sta n \ldl Sta 0 .055 155.42 Bank Std: Left 15~.56 Riqht 183.29 s~ .. 179.21 su. El .. v 46.37 7888.38 155.427876.517 183.29 7880 232 57 7905 280.97 7925 n Val .035 Laft c:t-... n."'\el JJ2.19 337.86 L~ngtho Std El .. v 42.06 7890 153 58 7877.26 179 217877.952 222 28 7900 268 14 7920 Riqht 359.72 co .. ff contr. .! <:>el 147 239.94 Right 195.48 Co"ff contr. .1 Expan. .3 CROSS SECTION RIVER: Re .. ch 12 REACH: Cart:er C10nyon RS: 1950 ~~ Daacr•ption: station Elev.,tion st" El,.v 0 7680 79.75 7855 140.18 7840 208.68 7817.54 253.04 7804.38 332.52 7815 413.53 7835 D"t" Sta El .. v 15.71 7875 96.79 7850 155.27 7835 217.11 7815 255 17 7805 349 79 7820 441 27 7837 . n H Sta Elev H70 OS 7845 91 7830 65 7810 76 7807.91 41 7825 8! 7840 l3 Ja 112 168 233 264 368 450 Sta EliiV 4B. 63 7865 113.19 7844.49 186.94 7825 240.99 780? .93 306.8 7807.91 387.74 7830 sta E:ev 63.76 7860 110.94 7843.12 <01. 74 7820 250 88 7805 315 53 7810 401.54 7833.94 Page 2 of 13 M'lnning' s n Valuu sta :1 v .. I o a Bank Sta: L'"ft Sta 240.99 Right 264.76 240.99 n v~l Str:'"r C:i>nyon INP\!1' O•ocripcion: El,.vat•on Data num• El .. v Sta st" 7945 0 7850 !0.51 58.76 7825 74.61 7820 ?BOO l38. 97 152' u 7795 lS] .31 7790 197.91 7792.0 289. 6] 7805 3l0.0] 7810 365.09 7821.51 381.02 7620 st .. tion :n n ..v M=ing'a n Valu•• Sta n v .. l sc" 0 .055 165.36 S<>nk Sta: Left Rl.ght 187.91 157.92 so, £hv 21 5~ 7840 96.44 7815 157.92 7792.58 240.6] 7792.26 332.01 7815 n Val 04 Lengths St" 183_]1 Sta u .. v )2.26 1835 110 38 7810 165 ]6 7790 251 18 7795 342 23 7817.33 St<> Ehv 43.29 78]0 124 71 7805 176 78 7786.41 270 3" 7800 359 37 7820 n Val .035 L.. Et Ch<>rmel 155.48 150.5 Right 128.56 Coeff Contr Exp"n ' ' CROSS SECTION RIVER: Re .. ch 02 REACH: Carter Canyon RS: 1910 ·~~ D•ocription: Station Elevation Sta Elev 0 7825 71.7 7800 139.92 7780 169.76 7777.91 276.41 7795 1J8.94 7815 Data St" El .. v 14.77 7820 86.85 7H5 147.24 7777.69 230.28 7778.62 286.06 7800 M.. nning"u n v .. run Sta n Vnn~l Right 77.51 87.86 Coeff Contr ·' CROSS SECTION RIVEJ'h Re!lCh U REACH: Cn .5 RIVER: Rei>.Ch H REACH: Clll Upstr'"""" xs ~ Deck/Ro.,dway Width 12 "0'/eir co,.EfHdent 2. 6 Upstream o.. ck/Roadway Coordiruot;o~ • -·-~- 140.84 11n.s 200 7768.08 OMU_W_ 15J.S4 7772.5 Up•tr ...., sridqe Cro&s s .. ction Data Station El,.v. Ehv 58.94 7780 146.35 7764.59 222.71 7775 277.81 7790.35 n Val 0 Expan. .5 Page 3 of 13 i:nethc~ivB L 0 153 S~a F:ow Sta R 140.85 295.05 Oo..,..str•"-"' £l;ov 7769 7769 ?"nnanent F r D•ck./Roadw .. y Coordlndt.os • -·-~- 148.5 7770.5 230 7766.08 0""""'-str"am Bridq" Station Elevation Elev 7795 ;; 7775 7763.08 7767.89 7790 m ''", "' "' "" "' " 7770.5 -··-~- 7767 ---~- l61.5 161.51 Cross section :J .. ta Data 0~ £la'J Elnc" for wd in d"ugn W.l " Bro .. d cr .. st:"d Shdp• Ri.s" Circuh.r FHWI\ Chart w 2 - Corrugat"d M"t:"l Plpe culv<>rt FI!WA sc .. l• - 1 - l!&ddwall Solution crit•ria ~ H"ighest IJ.S. EG CUlvert Upstnu. Dist Lenqth Top n. Bottom n 3 12 .024 024 Numb"r of Barr .. ts • 2 Upetr Elevation • 7765 C•nt•rlin .. st .. uons Sta. Sta. 145.34 l49.34 Down•tr""-"' El .. v .. tion = 7763.1~ c.,nterline Stations Sta. Sta. 153.)] 157.33 ' D;opth Block<;t Loss Coef I CROSS SECTION RI\fl!:R: Ra .. ch U REI\Cfl: C<>rt•r Canyon •" D•scnption: XSEC Oo""'.strenk Sta, L.,ft Right 142.79 177.49 In•Hooctiv" Flow Sta L Sta R et .. v 7767 0 150 162.41 293.21 7767 ·- n Val 0 17~ st.. 49 "• "' ,." 41.77 '" 261.91 El"v 7785 7766.8 7765 7780 "• E:lev 59.95 7780 148.27 776~ 177.49 7766.96 7785 276.4 n Val Lanqths: :... ft Chann&l 117 95 39.97 Right 84.42 Co.,ff Contr ·' .... rman .. nt F CROSS SECTION R!VER: Reach 12 RVICH: Cart"r Canyon D••cription• Stauon El•'-'ation St" El•v 0 77SO 116.45 7760 210.7 7765 279.16 7785.46 361.63 7802.01 Data Sta El•v 2l.:l4 7775 143 29 7756.26 231 16 7770 320 24 7787.71 374 44 7805 Mannin9" 1 n Valu•s Sta n 'lal Sta a o l16.45 Bank. Sta: Left 116.45 Ri<;ht 159.35 n Sta "'" "" m " "' " "'" E!ev 7770 7760 7775 7790 "• Ehv 56.16 776s.n 168.1) 7761.98 7780 265.36 7795 345.1 "• 72.37 m " "' "' "" Ehv 7765 7763.75 7785 7SOO , " V~l 159 35 [..Bnqthl: L.. tt Ch=rnBl 56.83 57.39 Ri<;ht ss.n Co"ff Contr. .3 Expan. .5 CROSS SECTION RIVER: R•dch H R£1\CH: Carter Canyon RS: UOO Page 4 of 13 ~ ~ ' . 0 r-r- ,_ "'0 ,_.., <4"' .... ;-.,... ~;~ 0 ~"' > ....... lilr- ~; ~,...,__ no"' '""' ....... ., ...,,.._,..._ lilt- ""' - j 'c g~ 00 ~0 w . . ,.._"' .... ! ' ><>"''""'"'<> ~~; §~ " ~ ~ '" ..,,., .... .... '""'"" ........ "' .... ,.., M " a "" 0~~~~~~~ ;;l .. > <:<> ~~-i~s !'l i ~" I ~ ,ui g~ ~tl ~~ ~~ w ~ ~ <;: "] 't:l t 8 _,0 ] ' . 8 1! 0 g ,_, ' u ~ 0 ~ "'..;~ -5 . ~ >< .. ".. ~ <1 §Ef~~ ;; ag~~~"'~ II o u ~j g ~ ..... "" .., ~ 'iu;;!'l " .:!u <>::IV> ~d IC" 5:" >«><>'00 ..,.,.. .... ,...,_ ... ~, "ooc.-o.no ,.._0 .... ,_ ...... ' ..... ., ..,,.._..,..,,...,..._ .,--, o-' • > ". ~ !' • > ... .0 • ·c em .. N"'"' O><•> '-' ,. .. 0 .... , • c ' 0 r- ' ~ ~Iii .. ~."l~N eo • ~o-~• c~;:;. ~f"~ "';;l ' "" !~"' !"' ,S 8 • N 0 0 1 ] ] 0 ~ 0 1! 8 ' ] 3 x 8 ~"'1! I ~ ~p ~"~ ~ ~ ;;; ~~i , • • 00 c. cc """"' ........ . ~§ ~~ <- ~~ ,.._,... r ,. ~ ~ -~ s : E • ,_, ~ ~--];0~ 1 r~ l ~0 0 ~~~ ~~ '' .. ON ~ '. """ i'. • ~ ,_ ! .. ' c . 8 "' -~~ ~ " ! . . . 1 ~ """' <: ~;1~ 0 ~ ), ... <:: ~ ; : 'i .. u ) <: 0 Ill .,. .... s ]] ~ 0 ..... .,...... .. "' . ~ je:;:~~ .... :,: ... ~ ... 0: : J:l L, G ) ~ ~ '".<: ~ ~· .ll.t:Oou '~ ~-e-.. ~ .:~ ~ & l o>. ... - > " ~ 8 3 3 _, c . . ! ,I ] " " & . 0 ~ .. ~ ' ~:;; .. u "" .' ."' ~0 (• :.:; !;l ~~ ]-~;t:; :.::::::> ; "'~ "' Ill " ' , " ' s "Ill"-"=<:: !.'i!i:!.X'~ ' ' 0 «: 0 Ill ~~~t: "' ~ 09:::~ ~"'., ~!:1!~ ..... .,,.. • > ,_, t~80:'~"'"::~ u .. ... .. .. ... .. .... -;:::;: .. "'~E :., .... t!!U§... ~;!gg,_, ~~U!Ilj~ ~~ -'•H%-' au ...... .,a ~'! ~§-u o ai "' ., .. :J .. u §-gi!"W.5&~ ~~-~~~:::-~ • ,_, il ,_, ?;: ) ~~~-::..c:~e ~~==..!~ -!! "" i i c '0 ~ ~ : ~ ;;J .I ~ ~ ~ i - ~ '~ ""-e~ ~ 0 ' . . w : " " ~ ' § ;;l l ~:::"' . ~ • !"., .... i~~ o! ~- e-w l;l g > .." g-- -~' i~~ "' ~ ~ ~u i:H~ n "" ~a O:::C l ~ "' V) 0 4-< on 0) '" P-. 95.U 7762.83 t97.l 7H7.9 7755 7780 142 7760 207 68 7747.71 288 98 7760 362.95 7785 267.47 346.39 Kanning"• n Valuu Sta n Val Sti!l 95.18 0 192.5 !lank Sta: L10ft V<1l 0 LiOng-th~' /hght 230.95 192.5 'I sz J7G m "' "' "" "" Sta 230.95 ?755 7747.88 7765 7790 183 72 7753.47 230 95 7753.53 7770 393.63 7795 319 31 1'12.5 7752.43 264.7 7754.U ll2.76 7775 n V<1l J L.. Et Channel 61.97 106.19 Right 160.:9 Caeff Cont:r. Expan. .3 .5 CROSS SECTION Rl'IER: R. n V<>.lu•• n Val 0 0 Sti!l 216.81 R~ght Bank Sta: Left 216.9! n Val 0 Sta 237.64 II St<>. El'"v 71.34 7755 224.29 7736.14 300.41 7741.41 382.55 7753.02 <:lev 7755 7735.19 304.117742.561 229.~ Val 0 Length&: Left Chann.,l 46.39 50.55 237.64 Sta 109.86 R;ght 56.56 Cceff Cantr. Expan. .3 .5 -2 RIVER: R.,ach REACH: Carur Canyon RS: 1872.5 rNPU'I' Dea<:"ription: Culv .. rt Ul Distan<:"& from Up.tr&!U!l XS ~ 0&<:"1<:/Ro,.dw'"y 'o'lidth 40 weir Codfid&nt 3.1 Up•tr&!U!l 0..<:"k/Ra,.dw'"y Coordln..bl" su.bm&rq~nc .. fer .,.eir flow • .95 El&vatian '"~ which w•ir flaw beqins 7740 Ener!n' head uaild in spillway design spdlway haight us.ted Metool Plpe Culvert FHWA Sc<>.le I 1 - Headwall sotut1on Criteri'" ~ Hiqhta 19 Sta Elav Sta Elev Sh E.:ev i l 7746.U l35.67 7747.76 l6S.45 7745.44 217 02 7735 223.2 7731.08 228.67 17]0.96 25L4S 7735 277.75 7715 ll5.77 7""140 J78. 35 7755 393.64 7759.59 408.03 7759.9] Manning-'a n Values Sta n Val 7l 0 Sta Ele" 169.17 7745 231.57 7731.05 341.7 7'745 ~08.35 7760 ''" 203 36 236 58 36t.64 Elav 7740 7735 7750 o~· Sta 217.02 Bank Sta: Left Right 217.02 236 58 Ineffecuv .. flow S~a L Sta R Elav 71 223.01 7734 2J1 57 408.35 7734 n Val 0 n Val 0 l.;ongth•: !,;oft Channel 73 14 76.92 Right 75.1 C:oeEf Contr. .J Expan. .s P"r=nent F CROSS SEC't'lON RIVER: Reach n REACH: Cart"r Canyon l:NPU"l' Oiiacription: st .. tion El•v4tion Sta El"v 0 7755 87.92 7734.12 169.16 7725 272.84 7740 340.05 7760 H<>r~ninq' Sta • n Valu&a n Vlll 0 0 ElAn!< Sta: Left O..t4 r.um~ St" Ele" 17.84 7750 123 13 7730 173 27 7726.19 291 06 7745 352 74 7760.86 " Sta El<>v 74 7745 75 '7725 99 09 7726 . ., 57 7750 372 02 7765 40 H3 207 307 sta !43.75 R1ght l7J.27 143,75 R.s: 1860 "2 H7 224 323 "•59 98 66 14 EliiV 7740 7725 77)0 7755 Sta E:liv 86 7735 158 71 7722.02 249 44 77J5 338 27 7759.89 co .. n Contr. E>epan. .3 .5 n Val L"ngths: Left Channitl tos.23 97.78 RPJh~ a2.66 CROSS SEC't'ION RIVER: Reach •2 R£1\CH: Carter Canyon p,s, 1850 INPUT DeBcription: XSff Contr. .3 Expan .5 RS: 1945 INPUT D•acription: CUlv&rt U2 D:tnance frcm Upatra..m xs ~ Ditck/Roadway Width 20 w.. ir Coefficient 1.1 1Jpstrevation Data 27 Sta Ehv Sta Ela\f St" 0 7760 4.91 7758.28 25.95 37 7740 112.74 7735 130.77 193 76 77!5 207.27 7?13.01 214.2 259 35 7720 296.89 7725 312 95 126 83 7740 341 83 7745 356.83 H5 41 7758.13 399.94 7760 n H&nning• • n Value• Sta n Val 0 .055 Bank st.,, Left Sta 193.'76 n Val .035 S:" 214.2 RiQ"ht c:o .. ff Contr. U3.76 221.75 Indf•ctiv& Flow n\llll.• Sta L !ita R E:l•v P"nn.onent 0 200.71 7716.5 F ·' £lev 775'; 7730 77~5 77]0 7750 Sta H1 Cord !,a Cord 225 7716.2 st .. E!&v 50.68 7750 H8.47 7725 221.75 7717.14 318.7 7735 )70.8 7754.82 Sta 72.48 165 51 7720 252 72 7718.5 322 99 7738. -n 371 94 7755 n Val .oss Expan ; Page 7 of 13 w 0 ...., - 00 ~"" me .. ~5~~5'~.0 t!~;-:~ ~G~~;:g~ ... ...J0-.1-'<>J~Jl. "'~ .... ~ ~ Ov>O"'< .. .... -l-.1-l-.J"' ........ _, .__ ,. ,_. ..... "'0'-"0< ................ __,__,...,...,.., .. < 0 0 N " "0 > " ill 0 . " • " ~ "'"' < "' 0 " jj~~g ........ :j "' ~;;)~, "'. '"'"'' ,. 0 " ' 0 <> < 0 .. ~ ~ [ "s 0 "n ..". ~ 'a "" "' ::::a. ;';' w .. n. g (') ..~ a" g .. '<; ~ ~,_. !I~ :" ~i ... ~~~.a:E <" 2 ; .... ~ ~ 0 0 0 00 ,. o ~ " G e !> :~0~~: -.J.. _,:.: ... € ... " !> ';; n ~ c.'<; ~ .. " <" _,"' .... _,._. ""' ~ ~ ~ ~-~ ) ~ g r~ ~= ~~ ~~ .. oO <" ,i ~;: ·. ' .~ o~:::' [;'"' ~ ~ .3 ..... ~ n t;~ ." ~~ 0~ g~ ., " li I :~ "" 0 0 ~ .:!0:~~-t:'i oo ~ -.,~,._,...,..,§!> "':"'·H> ~ g ~"' ~: ~=~ ~~ ~0~:~. "" ~~ ~ 6 ... "';,:; ~g .... ••• o."''" c o ;j i ..[ .'f . _, j ~ ~ n ~ ~ z "! .... ~ ~~ .. ;! 00 . 0 ..., ~" , 0> 0~ ·~- ~ G jj~ gt:;~ "' ~!:~ ~j~~~ '-"'-"'-"<>< ....... " O<.n< ...... , _,_,,_. "''-"~ "' .... "' oo -.l-l -.l-..1 LOW ;j . d" ~~ .f "":""'"s '<'........ ! >->"' :";;t;:~::;: ;3 jj:"j ~~~~ ~ ~ n ", , jjjjj~!: gg::;;gg;~::;-:: "'"' £~ :a f :;;:;;o;;;g "'~-: ~E 0~ o .. .. -~ li I ·• ~;; ;;;~ ; ~ .. ) 0 ~ g g~ " "" ~~ Qi: ~~ e~ ~ "' "' ~ "~ G '1 u ?- " " ' "'" "gn·-;;,. <;::: ... " <~,..,...;< 2 g>i~P' " ~ " i• "'0 .... :>. " . 0 ~ ' ' i:' e' 0~ ' "~ ~ ~- . i ~ .[ ,~ ~ "' ,, ~ g ... ~ .il f: .... : o.g 8.,. ... ~ :> ~.:; "' " ~ ~. .... .... tJ .. ~-~~~ .s~ ~-2~-~ i~i~ ,.;::.~~~~ "'" "'" ., :> P"'tl>" ..., "' ..., "' .. 0 .... : :-. <::::::.;:!~:;. ~'o:!. .. "' ~ :z: ,..,,.,,..,,., ~~--- i 2 ~ :; ~ -; a .,. '"'"' < " ~"~ " ~ ~ ~ ~ P" ~ a I? t;. ~ " o [ , 1. ~ cnoo ~~ ' " UO'i: "':;-~ ~ E~ '§ .,.,. ,. '< <; 0 "' 0 :~~~~:-. ";:;" .. ~~ ~~~-~~; '2 " !. i! ... ~ i:'§.~o:~J~ ~ ~ ... g.·~~ ... -~-""~~ " :.:tiLi~ !~~~E?~ "o~~"!i"~ ::" ~ ii ' : ; "'{ 0~ .. ... . 0~ of:"' .,~ jj j < ~~ ..,....,.. ........... ~~<.~"': oo"'oo~g~ "' -~ ... ~;';;~ "' ~~~ .... " ' " ' 0 ~ . ........ ...,_,, ....... "''-""< .., ... "' ... 00"'0"'< ...,..., ... ..,._,., ..., ..., '"' _, "'"' ~ . ... .' It !t ; """"~ ~ "i" 0;'"ii n n s a ;[ "' ., ,, "" a '" : " E~~t~~!~ g ~~ ;::o~gS ' & C! 'i ~ og" ........ "'~~ ". "' ~~ ;;;;:~~~ "" .;~ ~~ ;:. .' .,.' ,... '""'''""9 · • n V<>lu ... St:a n Val Sta n '1<>1 o a ts6.5t 0 Sank Sea, !.."ft 186.51 RigiH 213.94 Dv 17.34 7?47 117 09 7722 209 74 7707.02 lll 47 7722 20 Sta 34.1 142.)2 209.75 335.19 Sta 189.29 Sta 209.74 Elitv 7H2 7717 7707 7727 Sta 50 53 165 E:ev 7717 7712 ns ts 7708.14 370 44 7732 as n ..... ''" 77J2 74.38 189.29 249.6 409.15 ;-;o? 7712 7737 Valuy heiqht ua..:l in dengn Weir cr .. st ohape Broad Cr"ot"d Numb•or of culveru • l Culv.,rt Nn Riu C\JLVER'I'H FHWA Cho>rt I 2 - Corru.qtal P~!"' CUlvitrL FHWA Scah I 3 - Pipe pro_jectinq fr;>m fill Solution crit"r~ ... : Hi~the•t u.s. EG CUlvert Upstrnt Dist L"n~tth Top n Bottom n .5 18.5 .024 .024 llp~tr"am El .. vation • 7705.6 Citnt!trlin'" Station • 202 55 Down~tre""' Elevation~ 7704.77 C!tnt,.rline Station • 199 87 Depth llloeked a ~ntranc" Loss Coaf .9 ~xit Lo•o 1 CROSS SECTION RIVER, R"aeh 12 R£1\CfL Carter Canyon '"~ Deoeription: X.Sec:tion Downstreo!llll of C"~lvert Stae.on Elevation Data nllllt• 20 Sta El&V Sta Ehv Sta a 7752 17.34 7747 34.1 9] 3l 7727 ll7.09 7722 142 J2 \99.87 77a4.77 209.74 7707.02 209.75 771? 311.47 7722 335.19 285.04 1'\annH>\1" • n V.o.lues SU n Val Sta 0 0 lBi-29 Bank Sta: L•ft 189.29 l'li~tht 209.74 ~ ll Sl<>v 7742 7717 7707 7727 St.o. El .. v 50.53 7737 165 88 7712 228 15 7708.14 370 44 7732 "" 71.38 18~. 2~ 249.6 409.15 E18V 7732 7707 7712 7737 num~ n Val 0 ''" n Val 0 209.74 Loongths: L•H Channool 14.12 !4.93 Rlqht 19.04 Coaff Contr. .3 Exp,.n. .5 Cl'l<.lSS SECTION I'IJ:VEI'l· l'l•ach ~2 1'1£/\CH, Carter Canyon RS: 1S2a rN~UT Descnption' xs .. ctlon Down•tream of CUlvert StUion El<>vation Data Sta Sta Ehv Sta El&v 0 7750 17.34 7745 34.1 9l.Jl 7725 117 09 7720 142.32 1~9.37 7702.77 209 74 7705.02 2a9. 75 285.04 7715 311 47 7720 335.19 '" 1-\anninQ" s n Valu•• SU n Val Sta 0 0 189.29 Bank st .. , L•ft 189.2~ Flight 209.74 ''" • 11 U&v 7140 7715 7705 7725 Elev 50.53 7735 165 88 77:0 228 15 7706.14 l70 H 7730 "" "" 71.38 189 .2~ 24~.6 409.15 El&V 7730 7705 7710 7735 " Val 2a9. 74 L&ngths: \.Qft Chan.:1el 86.19 63.38 Rlght 66.35 Coeff Con:r. Expan. .3 .5 S:a 61.54 Ehv 7730 CROSS SO:CTION RIVER: ltitaoh U !!.EACH: C.cl"""Y Width "" 7.63 "'" w.. ,_;, Coeff"dent upnn>Al'tl Deck/Roadway Coorduuotu ' o~· "' St'l Hi Ccrd Lo Cord 7699.62 n Sta H:l co.-d Lo Cord 204.34 7699.62 Upstr.o..,_ Sridqe Crou Secdon !l<>.t:a Stauon E:l .. v<>tion Data H•ov "' '" 7750 t? .02 7725 "" m " "' "' 7745 7720 7694.89 7705 7730 Mannlng's n Value• Sta n Val SU. 0 0 l94.D n Val 0 7700 225.4 7702.16 7725 388.5 BanJo: SU. L8!t 194 )3 "' " Downnna.rn Rlqht .34 "'" Elev 0 77.31 194 .)J E:.,v . '" B.n 7740 1715 7694. B4 306 . .)7 7710 46. S2 '" "" 112.1 '" Sta 204.34 200 l31 " £lev 7735 7710 7700 77;.5 '" 61.54 .. "' " m "' '"' &lev 7730 7705 770!.56 7720 n Val 0 Ccoef f Contr ' ~04 Deck/Ro.o.dway Coordin..t. 86 00"1lS~J:"&MI S~ation Eleva~ion ." , '"0 " '" Man:ung-"3 n Vdlue• St<>. n V!ll o o St!l 216.75 Bank st .. , r. .. !t Right 216.75 301.06 In•U .. cuv .. Flow Sta !. Sta R 0 Z26 278 40S.l 7697 n V<>.l O:l .. v 77lS 7700 7692 Co<1ff Contr. '" • 771~ Std 30!.06 o ElEOV 88.13 77U 18\.H 7698.81 27S 7695 408.3 7720 '" El8V 134.29 7710 216.75 769S.H 301.06 7700 n "Jal a Exp .. n. ' UpHre""' Ernbankm•mt nda alope l hariz Downstr&dlrl ~nt side slope J honz. M.o.xi:num allo,.<>.bl" ou.blruorgence for weir flo"' • Ehvl>tlon l>t which weir flow beg~n~ 7698 49 Energy h&ad uuod ln opillway deoiqn Spillway hiiiqht uoed in de•iqn Weir crest .oh.r 3. 5 FfiWA Chart I - Carr\lga.tood Metal Pip" CU1v"r" FflWA Seal" I - H"lldwall Solll~ian Cdtft Chilnnel H6.75 301.06 65.85 52 In•ffectiv" Flaw n== st .. r. st.. 11. El&V Fe:nnanent 0 ;l26 7697 F 278 408 3 7697 o R~ght 50.t6 Ca8ff Contr. .3 Expdfl. .s CROSS SECTION Rl\IER · R"<>.ch ~2 REACH: Carter Canyon RS: 1795 INPUT Deocript:oon: Page 10 of 13 c~ .. f r .. , St<>t>on ElevaUon Data o=• E"lev ~lev 0 7715 96.45 7710 7698.74 7698.22 m 7690 7695 m ~JJ _Jl 7715 7720 "' " ""' nos. "' '" " "' "'" "' M<1nn1ng' • n ValU1 ''" m 289.49 :.omgths: Left Chann"'! 7!. 79 68 '66 R1ght 66.12 co .. Ef Cor.tr. Expan .l .] "' .. Ehv 7690 7695 7715 CROSS SEC1"ION RIVER· R"ach •2 RE:ACH: Cart~r Canyon RS: 1790 INPUT O..scnption: st .. uon El .. v.otion Data o=• st.. n ...., st:a El .. v 0 7700 155.98 7700 257 35 7685 275.88 7681.23 392.25 7700 422.5 7705 v 196.65 7697.57 7685 ]00 .64 7710 451.89 Mann1ng's n v.. lu&s st.. n Val Stnnel 171-ll 163.71 R1gnt 165.52 co.,Ef Contr. ·' Exp<1.11. ' CROSS SEC'l'ION RIVER: R.. ach -2 REACH: c .. rter Canyon RS; 1780 Oescript~on' Stati.on Elevl!tion Data St" El&v Sta 0 7690 14.55 140.1) 7670.55 145.48 28v 23.27 7680 172.45 7667.42 363.05 7690 V<>l .045 Sta 196.61 ~!·.v 7675 7670 st.. Elev 39 J6 7670.58 248 . l l 7675 n V<>! .055 Length:o: L.. ~t channel tSO.J 144.77 Right 196.61 St~ H 87 196.61 Ri.ghL 149.38 Coeff C.ontr. Expan. ·' CROSS SECTION RIVER· Reach #2 REACH: Cdrter Canyon RS: 1770 INPUT Deocnptl.:>n: Station Elrt'"r caner Canyon Canyon Canyon canyon c"rt~r C<~.nyon c .. t"ter Canyon c .. rter Canyon cart .. r C<1.11yon C<~.rt&r c .. nyon Cart"r c .. nyon carton canyon carter canyon C<>ner Canyon C<>rt.,r Canyon Cn can,.r Canyon Ci5rtet" Canyon cart"' Canyon carter Canyon cart .. r canyon C<>rur Canyon C<~.rter C<1.11yon can .. r Canyon Carter Canyon caner C<1.11yon R1ver st... 2000 1990 1980 1970 1960 1950 1940 19)0 1920 1915 "' .055 055 .055 .055 .055 .~55 "' "'" 00 .00 "'' "' "" "' "' .0)5 .0)5 " .0]5 .015 .055 CUlvert 1910 1905 1900 1892.5 1885 1880 1872.5 le65 1860 1850 1845 1840 1830 1825 1821 1820 1815 1607.5 1800 CUlv!trt CUlvert 0 .055 CUlvert CUlv .. rt CUlv•n Page 11 of 13 ~~~ t; ..-.ooo 5 15 \.i B §535 ~ ~ ~ ~ """" """" l:Ull'Ul l ~ ~ " i ::_ ~~"' ',_, ooro roo . . '-' -~~ - . '-' • "0 - "'"'~ > > . - - . .... > " - 0 ""'~'"'"' ~rr ,_, > . ,_, - "'"' . > . , , . . . , ... ... <1.--<0>r--<>"'r"'~ 0 ''"""'.-."'"'"'"'""~ro,.,~r :..... ~~~ ::: :: -~ :N ::: ~~ -·- ' ·-· --- ··-._ . . ,_, ... -· ' mo~ "'"' rN ' ~ .. <1>~<1><1~ <11 ~<11 ~ ~ ~ ~ . ~~~~~~.,~ <11 ~ ~<>="' <11 ~ ~ ~'""' ~ ~ ~ ~ ~ ,..,,.~.,.,~ ~ .e .e<>"""""""" .. """" .. "" . "" " . """ .. " . " ....... ::::::::::::::::::::::::::;::::::::::::::: t:t:::::::::::::....t:::::::::: :::t:::::::.. ::::::::::::::: .... ...... .. .. .......... ........ .. .. uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu \. ~ ~ t: roro 0~ roro 00 Oro ~2 ~ oo NO 0~ NO .. .. 00 roo -- N> -· -· 0~ eo 0'-" 00 NO oro o• -· N> ., .. .. 0 0 ' ' NO eo 00 .. eo eo "' "" .. NO D D '' roo eo roo 00 00 roo eo oo co 00 '' 0 60 . . 0 '' - !:;-;: 0 00 .. 0 ,. ' D 0 ,t,\! no .. "' oo oro '' co 0 'ro ._ ,. 0 .. ..._ eo ... NO 0 0 . 00 -- ·- -. 00 0 0 00 -- .. eo ON eo roro "' "- 00 oro ·-. -- 0 00 ~2 ._ ~! ]' ~ ~~ . 0 ! 0 " ·-·- • ·-02 "" 0 ·-' ' .·ti~ . ,. 0 e- ~ 0 g ~ 1 ' • 00 N N 00 NN g§ 00 . . !5 00 88 c 0 88 g5 ' ' ~~ 00 "0 22 (ll'f ll.. oo .to\! 0 oro 00 "' ~~ 00 i'l<'l n ~ ~ "" '~ N ""8 00 N ~£ ' . . .... ~~ .: . .. . .... .."'.. ~~ "'.. j. .. .. .. .. .. --~~ ii 'it 3 " l Oil 0) 0 N ._ -"' - " p.. 99 GO 7-so 4 ~ Hl.OG 7786 41 7788.90 7790.74 7788.90 7790.74 7' ~9 53 7791 SJ oJ 02H02 021342 Po~t-Fire 99 00 393 00 7<73 91 7773 91 7176.42 7778.53 7776.42 7778.53 7771 .02 7779.00 Pr"-F1r" P<>•t-Fire 99.00 39J .00 7764 59 7764 59 7768 90 7770.36 7766.76 7768.69 7768 99 7770.46 ':~ct~r '-"-nyon C"-rt"'r C<>nyon 1940 B40 Pr;o-Fu·e Poat-F1r" C"-rt<>r C.onyon c .. rt"r c .. nyon 1930 1930 Pr,.-Fir" 15.53 46 .sa t2 46 21 50 0 025035 0.007941 15 98 74 76 :tl 83 77 91 Q.OOOBH o.GOo9os 41 61 154 90 77.75 IO !.6 0 " 15 78 38 66 26 61 5. 43 7.14 :t8 23 55 03 20 45 35 53 90 82 153 22 68 95 J8 87 Career C"-t'ly<>n C.onyon 1920 c"'""'' tno Cart"'r C"-nyon 1915 c.. n .. r c.onyon c .. rcsr c .. nyon 19l0 1910 Pre-Fir" Post-F~r .. 99 00 393 00 7762 93 7762 93 7764.40 7766.24 7764 40 7766 24 7765 01 7767 85 c .. n,;or c .. nyon Cart"r Canyon 1905 19G5 Pr!I-Fire Post-Fire 99 00 393 QQ 7706 26 1756 :6 7758 04 7759 )6 77Sa 04 7759 36 "758 50 7760 15 019492 018H3 Cnyon 1900 1900 Pr.,-FirB Post-F1re g9 00 393 00 7153 54 7753 54 7757 08 7757 SJ 7755 03 7756 76 7757 11 7757 gg a oouo2 Cart~r Canyon 6.38 a .38 J:tlJ CU]v,.rt 1892.5 0 000277 15 15 CUlvert Can~r Canyon Cart.ot" Canyon 1885 1BB5 Pre-fir" Post-Fire 99 00 393 00 77~ 7 71 1747 71 7748.63 7749.83 77¢8.63 7749.83 7749 03 7750 74 0 020309 0 0!7545 5.09 7.65 19 46 51 36 24 75 2S 39 Carte.- Cd.nyon C.ortet" Canyon 1880 1880 Pr .. -Fne 99 00 393 00 1736 u 7736 13 7740 OJ 7741 72 7737. 7~ 7739. 6~ 7740 09 7741 96 0.000662 0.001980 l.l5 4.13 so 114 09 !8 91 98 46 c.oner C=yon 1872.5 Carter Canyon Carter Canyon l.865 1865 PrB-Fire Poat-Fir" 99 00 393 00 77]0 96 77)0 96 7732 64 7734 41 7732 64 77]4 41 77]3.~3 7735. 6J 014991 016992 a .8"' 13 .86 44 D 12 84 17 86 Carter C.onyon Carter Canyon 1860 1860 Pr .. -Fire Poet-Fire 99 00 393 co ·nn 02 7722 02 7724.18 7725.78 7724 :8 7725 78 .,724 73 7726.72 008819 007821 5. 97 7. 79 16 58 50 46 :tS 35 27 22 c .. rtet" C<>.nyOn c .. rtet" c.. nyon 1850 1850 Pr .. -Fir" Post-F1r" 99.00 393.00 "'713 7717 21 77:t8 .24 7714 92 -no st 771.7 23 '713 01 7718 16 000183 0.000902 1.27 3. 25 57 79 :146.08 41 94 7:t.2] c .. rter Canyon 1B45 Can .. r c .. nyon C.ort .. r c..,yon 1840 1840 Pre-Fire Poet-Fin' 7709 96 7709 ~6 7712 16 77t3 77 7712 16 77:tl 77 77:2.72 77:4.75 0 006801 007976 6.02 393 00 16 46 49 29 14 97 25 91 c .. rtn c.. nyon Carter C.onyon 1B30 1830 Proo+Fire Po•t-Fire 99 00 393 00 7705 60 7705 60 7710 06 7711 O't 7707 64 77C9 09 77!0 06 771:..22 0.000116 000445 Carter C<>.nyon C<>rter Canyon 1821 1821 Pre-Fir" Post-Fire 99.00 393.00 7704.77 7704.77 7706.74 7708 . l l 7706.74 7708.\l 7707.23 7708.65 o.OJOS68 0.015017 C.orur Canyon C.on&r C<>.nyon 1820 1820 Proo-FirB Poat-Firoo 99 00 HJ 00 "702 77 "7702 77 7704 73 7700 11 7704.73 7706 11 7705 23 7706 85 ~5H B4 "i694 84 7700 :t9 7701 55 7697 27 7701 55 7700 JB 7702 92 Post-P~re 76 Cul..,.,rt 99 00 0~ 7.15 " 107 55 168 89 0.99 0 " " 0. ~0 54 60 36 H CUlvert Pre-Fue Post-Fl.re 99 00 00 l. co 0 .so 5. 62 6. 78 17.63 58.23 17.94 43.57 5.64 6. 78 17 56 17 91 sa 23 43 57 005Jl2 OJJOH 3.57 9 .sa 27 82 43 90 :6 42 769~ 03 7695 52 0 041205 OJJJ46 5 11 6.67 19 36 58 95 23 86 41 63 ' 18 44 1.00 0 " Carter C.. nyon c.. rhr c.onyon 1815 1815 Carter C"-:tyon 1807.5 Carter Co>.nyon c .. rcsr c..,yon 1800 1800 Prs-Fire Post-i'HB 99 ~0 39~ ·~0 7692 00 "i692 00 7693.62 7694.83 7693 62 7694 83 Cart.;or c .. nyon C<>.rt~r c .. nyon 1795 1795 Pr .. -Firoo Po•t-Fire 99 QQ 393 00 7686 94 7686 94 7688.72 7690 01 7688 7690 01 7689 16 7690 80 0 .03!586 0 026764 5.37 7.13 55 :t2 20 78 35 92 1.00 l. 01 Carter c .. nyon C.orter c .. nyon :t 790 1790 Pr .. -Fir .. Post-Fire 99 00 HJ 00 7681.23 7681.2l 768~ Ol 7684 H 768~ 0 l 7684 H 766J n 7685 12 0 032546 0.026072 5.45 7.08 18 16 55 49 20 42 35 70 1.00 C.o.rt"r C"nyon Cart.or C"nyon 1780 1780 Pr .. -Fi:re Poet-Fire 99 00 l9J 00 7067 42 7607 42 7668 85 7669 91 7668 85 7669 91 7669 22 7670 55 c .014392 4.88 6.39 20 28 6:t 52 28 ~5 49 38 Carto>r Canyon Cart.,r Canyon 17'0 1770 Pr8-Fire 99 00 )93 00 7654 95 7654 95 7656 29 7657 14 7656 16 7656 99 28 56 72 02 44 61 56 82 J9~ 7. :t4 culv"'n Pc~t-Firoo n 0 .028110 0200H 0 020039 ' I Riv .. r st .. P:rofll" E.G US. W.S. us. 1ft) l!t) E.G. IC E.G. OC 0 " M1n El W<>>r f"lo'" Q Culv Group Q Wen Delt" WS CUlv Vel LIS lftl 1c:s1 Ids I lftl lEt's! I f~l Etl~l Carter Canyon 19:15 8.55 14.24 C<>rt@r Canyon lHS 10. ~ 1 10. 3:t CULVERTI:t Proo-Fi:r" 7708.99 7768.90 7768.69 7768.99 7769 01 C"JLVERTI:t Post-FlU 7770 46 7770 36 7770.50 7770.46 7769 c~rter C<>nyon 1892. S 7.JS 1l.H C"-rter Cany<>n :!892.5 8.51 14.16 CULVERTU 7757 11 7757 08 7756.72 7757 11 7756 82 71 S:t CtiLVERTU Post-Fue 7757 98 7757 83 775" 71 7757 98 7756 82 98 13 can .. r c .. nyon 1S72.S 8.55 16.01 c .. rtH c .. nyon 1872.5 D .~9 13.99 CtiLVERTU PrE~- Fir" 7740 09 7HC OJ 7739 84 7740 09 7740 01 98 94 0.06 77<11 97 7741 72 7742 05 7741 97 7740 .01 :t97 81 195 :t9 C<1rter Canyon 1845 B .25 15.32 c .. rrer c..,ycn 1845 a .s6 a .86 CtiLVER"Ul p.-.,-Flr<> 7717 23 7717 21 77:t6 7"1 7"'16 40 46 07 52 93 5.05 CtiLVERTil Pest-Fire 7713 39 7718 .24 7718 .37 77"!.8 .39 7716.40 62 64 JJO 36 4.47 c .. rur C4Ilyon 1825 a. 59 10.77 Carter c .. nyon 1825 9.22 9.22 Carter Canyon :t807. 5 8.94 1~.35 C~rt .. r Canyon 1807.5 12.04 14.69 CULVERTU CULVERTU CI.ILVERTU 77:tO 08 ·n 99.00 145 so 4.51 247 20 4.11 a .46 294 87 • 00 7.40 7710 06 7709.92 7710 :)8 7709 06 49 99 49 01 3.32 77H 09 7711.25 7711 22 7709 06 65 17 327 SJ 2.98 7700 39 7700 19 7700 39 7700 31 7699 63 85 98 13 02 6. 56 7702 85 7701 55 7702 85 7701 89 7699 63 115 80 277 20 G. 72 Post-Fne 7711 CULVERTU Pr .. -Fi:re CULVERTil Post-fire n Page 13 of 13 "' 0. 76 Proll:e 0\.Ltput Table - Culvert Only R'"ach Culv V~l OS 00 0 " HEC-RAS OUTPUT HEC·RAS Ver110n 3 1 , 1 May 2003 u.s Arwt Cc rp or E.ng1neers HydrologlC Eng1neering Cen ter 609 S'IO:Ond Str•et, Sulte D Oavu, C.tlfo r n u 95616·4687 (916) 156 ·1104 XlWllU X X xxx.xxxx xxxx X X X 1 X xxxx X X X X xxxx X X XXX xxxx X X xxxx XX X X X X XXXX XX X X xxxxxx xxxx xxxxx PROJECT DATA FrO)f!C:t T1 t le a;u.,..r hAv e n FrC )ICt Ftle . CUT&& CAHYOII CRI.&IC. Pr) Run Dne and T tae U / a/2003 11 1114 7 AM Frqect 1 n Engl u h una 1 Prc)ect Oescr1pt1on Carte r Canycn PLAN DATA Phn Tttle: 100 v-•r SCS Type I Plan Fill p : Pl. ._County_OOT_FC\Su..aerhaven\H ydrology and Hyd r aul1CI\HEC·RAS\CARTER CANYON CREEK p04. Geometry Ta le: Edited Ge omet ry Geometry rile p :\Ptma_County_DOT_ FC\Sunvnerhave n \ Hydrology and Hydra uliC:I\HEC·R.A.S\CARTER CANYON CREEK .gOJ 100 year scs Type 1 p : \ Pt.a_County _DOT_FC\Sunnerhaven \ Hydro logy lind HydraulJCI\H&C·RAS\CARTER CANYON CREEK f 04. Fl c,. Tltle Flc,. File Flan Sull'l'flary In fonaatt cn. Number c f : Cross Sect ions Culvert l Bndgu Mulltpll Opentngs tn l t ne St ructurel Lateral St r uctures • 27 ' 0 Cc.-putat t Gnal tn fonr.. t ton Water turf ace calculation tolerance Cnocal depth calculat o n tolerance Ma u mum numbe r o f interat toni tqx u•u• dtfference t ol erance Flew tolerance r1ctor 0.01 0 . 01 20 0-l 0. 001 Ccmputat ton Opt t ons Cnucal depth comcuted only where nec••sary Conveyance Ca l cu llt ion Method: At breakt tn n value• onl y Fnctton Slope fofethod : Average Conv eyance CQftlput-ilttcnal Fl o,. Regtme Subc nti cal Flo,. FLOW CATA Flc ,. T it h Flc,. Ftle 100 yea r SCS ~e l p: \ PIU_Count y_DOT_FC\Sulll!'lf!rhaven\Hydrology and Hydraull CI \ HE.:· R.AS\CARTER CANYON CREEK {04 Fl ow Dati ICfll River Reach 1 2 Reach C• rte r Ca nyon Post· Fi ce RS 2000 '" Boun ~~ RE.ACH (:Hter C~nyc::n !NPUT Descr1pt>on: Stat10n El~vat1on num• Sea Ehv El~v 0 8005 8000 51 76 7980 59 4< 797"1 48 105 45 7960 L~ 09 7955 182 85 7950 192 so '1955 2:<0 9] 7975 2;;7' 'll 7980 250 t7 7990 2b0 . , 7535 '" El~v Sta 7~95 28 <5 79 6 139 17 7975 7900 7';60 7980 80CO '" "'" 0 54 0 " ; El~" 7990 7970 7946 4 ;.o7 , 7965 235 37 7985' 55 279 52 8005 Sta Elev 38.26 7985 92 57 7965 175' 2 7945 54 21'1 12 7970 2H.J9 7986 76 Mann1ng's n Values $ta Bank Sta n Val 055 Sta )}0 54 ~1ght Left 1J0.54 n val G-4 Sta 1&: 85 Lengt~~ H< 85 L~ft c~~nr.el ::s <82 15 :<7'1 Right ;'87.0 CoeE! Cantr ' Ex pan ' CROSS SECTWN Reac~ RIVER ~· REAC!l. C3ner Canyc•n INPUT DescrlptHm Statlon EJ~vaocn El~" 795C -""' 55 ;; -;9~0 Data Sta ~; 88 70 IS nurnEle\' 7}45 1~ >910 79:<5 122 :)7 790--;,5} lH 190 :JS 7nC :142 J,4 794:l.l( ::01 96 :lS4 74 Mann1ng•s n Values Sta n Val Left 11, Sta ll: .5 C~OSS ~lev St~ ·~ 7'l40 79<0 7910 7'?:!0 79'00 41 07 % 87 150 85 ns !8 7~4S Elev 79)5 7915 7910 79)5 Sta £lev 4 7 99 7932' 49 ll) ~ 7910 177 55 7915 2]7' ]6 7940 144 " Val Sta 04 l.~ngths ~~ft n Dna Elev Sea Elev 7905 14 23 7900 ;~ e5 97 67 78H n 159 18 7a--;s !P :;:; 7871 91 193 '29 7885 ng's n Value5 Sea n val 0 eank Eta CROSS RIVER REACH 055 Ldt. 153 58 Sta !55.42 R1ght 183 29 Sta Elev 2& • 7895 10) 71 787g' 15 17:! J:J 787~ LJ,:1 66 7895 £55 45 791~ numn Val Sta Elev 06 7890 58 7877.26 <17877.95.< ;;e 7900 26~ 1'1 7920 42 153 1.79 222 Sta ~lev -16 37 788a _39 155 427870.517 UJ 29 7880 2]2 57 7905 280 97 79<5 n val 0}0 " Lengths, Lett Jl2 .19 Chann~l 337. so R>ght ]59 72 Coet! ~cntr Elev Sta !OJ 32 171 .15 2:<5.9 :JOO oa ]52 _2 ~ECTJON Reach ~:;_ canEr Canyon ~s. 19to INPUT Descr>pt>on Staucr. EJevauon St;a E:e" 7890 l:lO.H 7855 175 29 7844.4:) 240.27 7830 ] H 68 7840 Jt4 H 7a6". 'liS t4 --;eH _ 9:! Oua " Sta Elev 41 ~~ 7870 1:!4.5 7851 85 188.61 nJs 51 EJe·.Sta :w.s 7875 nLJ9 7854.77 185.3; 79'10 7850 7835 7830 7855 7880 C~annel R>gllt CceH Cont.r H7 195.48 280 4 7829.76 250.7J 782A.J9 )23 S2 :!75 Sl H:!, 75 Sta 73 cn Sta Elev 0 7880 79 ~5 7855 l40 18 7840 20e 68 7817.54 253 04 78a4 :Je JJ:O 52 ~815 41] 53 7835 Data Sta 15 71 96 79 155 27 217 11 255.17 Elev 7975 7850 78)5 7815 7805 )~9.79 7820 Hl 27 7837_41 )] Sta JJ H 1 l:l OS 168 91 ~Je·.- 7870 7845 7830 2:)) 05 7810 5 Ccrou CROSS SEC""l"WN ~eath RlVER RF.ACH, ~:; Caner Canyon RS, 1940 lNP'JT D~scr,pt>on Stat>On Elevght Lef" Channel 155. 4 8 1 «o 5 Sta 4o l ~4--, 1 7&05 170.70 7786 o!J ::~0 37 lt;OO }59.37 7820 :;; E _~t ' CROSS SEC'!'lON Reach #2 Caner Canyon RIVER RF.ACH RS, 19)0 lN~UT Destrlpt>on Stn1on Uevanon Sta Elev 0 78:25 7l 7 7800 139 9~ 7780 !69 76 7777 9J <76.41 7795 338- Oi4 7815 Manning's n Values Sta n Val 0 Bani< Sta C~OSS 0 Data nurn• Sta ~lev H _77 78:10 86 85 7795 Hi 24 7777 69 2J0 28 7778 02 <66 06 7800 Sta H7.24 R19ht 169.76 J.ett Hi 24 num• n Val o Lengths £lEV 7815 7790 Sta <8 55 l.OJ H 155 14 ;;_;.~ 7'77~ l" .,-;eo 7805 Sta 169.76 St~ Elev 42 C4 7810 107.}7 7788.0> 15< ~} <:51 ·7 ''"" 9 '78CJ7 VP ~99 7773.91 Sta so .78 l<'J H HO o:; :ec ,~; ll~ 1C Elev 7&0« 7'7&5 '7775 '171-0 7810 n Val 0 ~JgiJC_ l.eft Channel 95.72 87_86 77.51 SECT:ON RlV~R ~each REACH Carter C~nyon ~2 INPUT Descnptwn' XSEC Statlon Elevauon Sta Elev o 7795 87.-19 7775 148 27 7765 :ne _8 7780 291 49 7795 Mann1ng's n Values Sta n Val o RS. 1920 Upstream .;;f Culvert # 1'> Data 24 Sta Elev ~ta Elev 21 78 7790 29 21 778a 01 133 17 7770 lH-l 77b8 68 161 77 7769 25 :r CceftlCJent 2.6 Upatream Deck/Roadway Ccc·rcl;naees num• 4 Sta HJ -:=ord Lo Cord Sta Hl Ccrd I.e Cord :40.84 ·nn.s '-SJ 84 7n;_s 200 7769 _ oe U~stream Bndge Crc~s Sectlcn Data Staucn Elevaoon D~ta Sta E1ev St~ Elev Sta o 7''95 :n. 7S 719o ~9' on n "hl"-'h -..en new beg1ns Energy h~<>d used 1n sp1llway des1gn Sp1llway he1ght used lrt des1gn \ '.45 _)4 149 .34 Dc""'stream Elevaoon • 776] 15 Centerllne Statl~M Sta Sta 153 :n 157 JJ Depth Blocked 0 Entrance LL·S~ Cce! 5 ~xlt CROSS SECTIGN RIVER Reach #2 R!!.ACH' Carter Canyon INPUT Descr>ptlon· XSEC Station ElevatJ.c·n Sta Elev 0 7795 eo 55 7775 lSl .2l 776)_08 226 01 7767 89 285 77 7790 RS 1910 Do10nstream of Cuivert # 15 Data 22 Sta Elev Sta Elev 21.7 7790 ]0.65 7788.07 85.99 7770.79 134.54 7770 153 93 7762.93 160.73 7763.14 233 49 7770 247.27 7775 293.21 7794.27 Manning•s n Values Sta n Val Sta 0 0 142.79 numn val 0 "' 177.49 S;mk Sta Left R1ght Lengths Left 177 49 H2. 79 ll7 95 rneffect,ve no-.. num• Sta L Sta li Elev Permanent 0 150 7767 162.41 293 21 7767 '" 41 77 14279 166 08 :161.91 Elev 7785 7766.8 7765 7780 Sta Elev 59.95 7790 148 . .<7 7765 177 ~9 77f6 96 276.~ 7785 n Val 0 Chann~l co~!! Contr Ex pan ; 59 97 ' ' CROSS SECTlON RIVER R!!.ACH Reach ~2 Cane~ Canyon Stauon Elevauon Sta Elo>v 0 7780 l.l6 .45 7760 ng• s n Values Sc~ n Val Sta 0 0 JJ,6 45 numn Val 0 Bank Sta ~engths Left 116 .45 R>ght 159. "!5 40 45 159.35 -'-51.73 na 41 E:ev 7770 7760 7775 7790 Sta 159.35 n 'lal 0 "' Left Charrne; 56.0J 57_39 Sta Elev 56 .H 7765 91 1&8.13 7761 ~~ 7780 265.36 7790 345 1 R1gho san Sta 7< s-; ~l~v noo 200 41 7703- '0 ~79~ 7800 Coe!! Cent< CROSS SECTION RIVER, Reach ~R£1\CH C~ner Canycn Page 4 of 13 ~cs~ Cc.·d lNPtrr Descnpuon cf Culvert 114 num2'1 Sta Elev St~ Elev 1 92 7770 :!0 46 7765 13s oJ 7755.34 u s n 7753 57 ~66 H 7~56.81 182.97757 533 236 447766.593 249.96 7~70 JIG 7790 J32.o5 7'95 llpSt~~am Stat lOll £Jevauon Ll3ta Sta Ele'-' 0 7770 33 s1 7~56.s_; 14 7756 16 64 7765 9< 7785 108 152 230 297 n Kannwg's n Values Sta n Val 0 &ank Sta 0 Left 135.0:! 1n~ffecuve Sta L 0 147.<6 Sta Elev 56'< 7760 141 06 775) ~6 202 16 7758 4i ~65 18 7775 HJ n ,eoo Sta 1)5_0] R1ght 152.14 n Val 0 Lengths Sta 152 l4 n Val 0 Left channel 59 12 52-85 R1ght 39.83 Coeff Cont.r Elev 7756 7756 Ex pan ; ' nc .. Sta R )37 J9 }4] 72 Sta Elev 58.5 7759.58 148 7753.54 210 16 7760 280_ 58 7780 Pe~manent F CUL';ERT Rn'ER: REACH Reach #2 Canycn c~ne~ INPIJT Descnpt1cn Culvert U4 Dutance :rem upstream XS Deck/Roadway Width 40 >lea Ccetr>c>ent J.l Upstream Ceck/Roadway Cuordinates ' Sta H1 Cord Lo C:>rd lOS.Sl 7'10!: 83 Sea H1 Cord Lo Cord 166.86 77%.81 Upsnearn Bnjge Cross Sectlon D~ta Stat 1Cn £levat ton D~ta num~ Sta Oev Sta Elev Sta E:lev o ;no 33 1 n 7770 30 46 7765 108 Sl 7756 83 135 03 7755.34 135' 92 7753-57 152 14 56.16 166 B6 7756 81 182.87757.533 7765 :<36 447766 5S3 2•8' 96 7770 230 "' :<97 92 7785 ) 16 9L 77,0 332.05 7795 " Manmng•s n Values Sta n Val Sta G 0 l35, 0} L~ft R1g1tt 130 OJ 152 H !neffect>ve new Sta ~ Sta R Elev o ll7.H 7756 H7.2f 343.72 77% Bank St3 n Val 0 Sta !52 H St3 El~v 56 2 7760 141 06 775} 06 202 16 7758.41 ~65 28 7775 )43 7~ 7800 ~ta Elev 58.5 7759.58 148 7753.54 210 16 7760 280.58 7780 n Val 0 F.xpan. Coeff Contr ; ' ~ermanent F Dc.,nstream C.eck, Roadway Coordinates num2 Sta Hl Cc·rer cf Barrels • :l Upstream Elevatlon • 7753 56 Centerl1ne StatiOns Sta. sr.a lJ9.95 !45 69 oo .. nstream Elevdt>On • 7750 Centenwe Stat1Cms Sta. St3 204 51 ~H 23 CROSS n 7775 ]]2 76 n V3l 0 Upstream Embankmene S1de slope l horn Downstr flow 95 Elevation at "h1ch ""lr flow begins Energy head used 111 spillway dee1gn Sp>llwdy he1ght used 1n destgn 1<1e1 r crese shape • !!road Crested Number c! Sta Elev tn.5 7752 n 264.7 7754 Depth Sleeked 0 Entnnce ~css Ccd Exlt S~C"TJON RIVER· Rear.l! #:; RE:ACH· Carter .:anycn RS, l8B5 INPUT O~st:npuon: XSEC Oc...netream o! Culvert ~ H Statlc·n Ele>'i>t1cn D~ta 19 St3 ~lev Sta Elev Sta E:lev Sta Elev Se3 Elev Page 5 of 13 ~oss C~e: 14~ 95.18 7762 83 7747 9 1~7 :J 267.47 77S~ ]46.39 7780 207 oa :<8::! 88 362.95 7760 47.71 7700 170 52 779~ Mannlng's n Values Sta n V~l Sta 95.18 0 192.5 ~eft R>gtlt 192 5 230.~5 Bank Sta 775J n 95 775) '53 7770 6] 7795 183 2]Q lOS <:5 JSO '16 7765 7790 }19 ]J "' n Val 0 200.95 Lellent iO D~ck:RoaO"'ay Upstream num• J 1 C 0on EJevauon Data num. 19 St.a E'lev Sta Elev Sta Elev o noo H n 7755 •• ss 7753 31 152 93 1750 17£.-le 7745 216 81 77i0 <31.16 7736 l3 7740 n7.H 7741. 47 235 4:< 7750 128-84 7750-12 J:l '9E 77'15 328.4< Mann1ng•s n V~lues Sta n val Sta 0 0 216 81 Bank Sta Left :16 81 numn Val 0 Sta 71 34 E1ev 7755 77J6 :"~ )00 41 7741 41 382 56 775] 02 n4 n Sta Elev 109' 86 7755 229 -· 77]6- :g ]04 ll774~.56J n Val 0 ~1ght Ccel! Ccntr Ex pan 2)7 64 ' ' Ocwnstream Deck/Road .. ay Cvcrd1naces numsca H> Ccrd Lc CorO Sta H1 r:orO Lo CorO 217.02 7735 2J7 64 17)5.53 oo"'nstream Br:.dge Cross sectocn Data Stauon E1evauon Data 19 Sea E:ev Sta Elev Sta 71 7746.49 217 02 7735 251 49 7735 378 35 7755 135.67 7747.76 223.2 7731.08 277 75 7'135 19).64 7159.59 Mann;ng• ~ n Values Sta n Val 7l 0 Sta 217.02 Sank Sta Left Rlgh' 217.0:< 236 Si3 lneffecuve Flow Sta L Sta R Elev 71 22] OJ 77]i t 5 Centerllne Stat>cns Sta Sta :<<5.97 2:<9.96 Centerlone Stat1cns Sta ~ta Page 6 of 13 ~oss l Cce! ~-9 225.48 96 CROSS SECT!GN Reach ~CartET Canyon RJVF.R REACH RS, 1865 INI'IJT D~ecnptwn, XSectoon Do,.nstream ot Culven ~ 1l Statlon E]evatlon Data num19 Sta Elev Sta Elev Sta Elev 71 7746.49 135.67 7747.16 165 '15 7745.H 217.02 77]5 223.2 77ll.OS 220 67 77]0.96 25l -18 7715 :n; 15 7735 J:s 77 7740 378.35 7755 39].64 7759.59 408 03 7759.93 Manning's n '{alues Sta n Val Sta 71 0 217' 02 n val 0 Left Rlght ~engthso ~eft :;_].7 O< 236 58 73 14 lnef!ective no" num• Sta L Sta R £lev f'ermanent 7], 223 01 7734 F 7734 <31.57 408 35 Elev '1745 '" 203 36 2}6 58 )61. 84 Elev 7740 7735 7750 n Val sta ~:i Carter Canycn RIVER REACH !NP!JT Descrlpt>on Stat1~n Elevation Sta Elev 0 7755 s1 n 7734_12 169 !6 7725 272 84 77'10 34a OS '17<0 RS, !260 Dat~ 17 ILJ 173 291 352 LJ Sta £lev 40.74 7745 li} 75 7725 99 207 09 '1'1£6 7 307 57 '1750 372 02 7765 Sta ~lev H 7750 ],] 773a 27 77:iE.l9 0~ '1745 14 7760 Bf "' 72 89 \47 98 224 66 :JLJ H Elev 7740 7725 ?730 '1755 Sta Elev 86 7735 158 71 7722 D2 249 44 -,'1]5 JJS 27 7759.89 !o!ann1ng's n Values Bank Sta n Val Sta 0 0 143 ''15 St~ Left ],4).75 R1ght 173.27 n val o n_; Length.- Sta 21 n val 0 Left channel lOB _;_J 97 -;8 R1gllt 82 _66 CGeff (' ntr Expan ' CROSS SECTION RIVER, Reach ~2 REACH Ca~te~ Canywn RS' 1850 IN~IJT Descnpuon, XSectlon Upstream c! Station ~levauon Data numSta Elev Sta El~v 0 7760 91 7758.28 93 n 7740 lH 74 7735 193 '16 7715 207 27 7713 01 259 35 7720 2% S9 7725 326 83 7740 341 81 77'15 395 41 1758.13 399 94 7760 Mann>ng' s n V<>lues Sta n val o ass Bank Sta, Left 193.76 rn~ffectlve Sta L 0 213.62 nJ Sta <6 R1ght 221 '15 Culven " 2' "' 95 HO n :IH 2 95 35E .BJ )!:; num• n Val 035 Elev 7755 77J0 '1715 7'130 7750 Sta 50 68 Elev 775a 148 47 7725 22J. '15 7'117.1-1 3JS 7 77J5 37a.a 775< e2 Sta gJev 7~ o!B 77i5 IGS 51 7'120 :;.s::< 72 na s 122 99 nJ8 n ]7], 9'1 7755 n Val 0" Lengths Left Channel }6 39 32 29 R>ghc ]8' 67 C~eff Cent~ ; Ex pan ; Flo" Sta R 200.71 399.94 Elev 7716 5 '1716.5 PErmanent CULVERT RIVER· ~each •2 REACH Ca~ter Canyon RS' 1845 lNPIJT Descno>tlon- Culvert U2 O>atance f~om !.lpsst~eam Deck/Road,.ay Cccrdlnates num3 Sta Hl Cord ;.o Cord St~ Hl Cord Lc Cord 0 77<0.64 £07 :<7 77H S Uo>stream Bndge Cress Secuc-n Data Stat len £lev3t>on ~ata num• Sta Elev Sta £lev Sta 0 7760 91 7758 ·~ -~-_77 95 93-37 7740 II< 74 7<}~ 1]0 193-76 771.5 207 <:7 771}.01 lH < 259.35 7720 2% 89 ?7:;5 ll< 95 )26 SJ '1740 3'11 83 ;so _so '1740 J~5.i1 775B n 399 94 770G M~nn1ng• 775~ Ota 50.68 148 47 Elev 7750 '1725 221 75 77],7 -14 77]0 ]18 7 nso )70.8 7754 a-1. 7'135 Sea 7:;_ .48 65.SI Cev 7745 77ght 19J.7E 221 75 lneUect1ve Flow Sta L Sta R ~lev 0 200.71 77H 5 Contr C~eff Permanenc n Val .o5s Expan ' ' Page 7 of 13 213.6~ 399.94 7716.5 Dec~/Rcadway Downsrream Ccord1nates ; Sta H1 Cord Lc :ord 0 7718.28 Do .. nstream ilndge Stat1on Elevatlon Sta Elev 0 7760 75.19 7740 189.16 7'115 309.52 7'120 341.04 7740 11ann1ng's n Values Sta n Val a o Banlt Sta Lett 1s;~_u; Sta H1 Cod Lo C:::-rd 207 27 7713 79 Cross Secuon Data Data num23 Sta Elev Sta 9' 09 'l'l57' t l 19' 7 89.54 7735 11< 83 203 8 7709 06 218 79 ll6 82 7725 32~ 06 ]58.41 774~ 393.61 7755 77]0 7713 8 7730 7750 numn Val n va: Sta \89 H R>\jht ns 79 ns ; "' ~lev • 15 23 Sta 4: % H ]3 29 Elev 7750 7725 7715 7735 Sta Elev 61 n 7745 174 74 7720 246 57 7'll5 37 336 n 7738. 7J 79 CoeH Ccn'.r Ex pan ' ;Jpstream E.mMnkmer.t s1de slo~e Downstream Embankment s1de s:ope M~x1mum allow~bl~ submergence r-or l"elr flc" • Elev~ucn ~t "'Inch ""'" fl~" beg1ns Ener9y head used 1n spllhay des1gn Sp1llway helghc used 1n des1gn 1<1e1 < crest shape Number of Culverts • Sta lll Ccrd Lc Cord 225 771] '84 0 hOrlZ 0 hen~ 95 ec tc 0 verucai 0 ,,ernco: Broad Crested l Culvert Name Shape Span Cacular PHW11 Charo ~ Corrugated Met~l F1p~ Culvert PHWA Scale ~ P1pe prc]Ectlng from hll Solut>on Cnrena- H>ghesc U.S. EG Culven Upstrm D1sr Lengch Top n Bot com n CUL\/EiiT~l s ne Seauon Downarne ~tatlon Depth B:ccked o<• o Encrance Lo~s CC·ef 9 E>elC LGss C~e[ 1 <07 27 :lO} 8 CIIDSS SEl'TlON RlVER, R"ach 112 REACH, Carter Canyon INPUT Descnpucn, XSecoon Downstreom of Culvert I 12 Stallon Elevation Data n Sta Elev Sta £lev Sra n .. v 7760 9.09 7757 41 19 7 77~~ 0 75 19 7'l40 77)0 B9 54 77]5 112 83 189 16 7715 218 79 20] '8 7709 96 1713' 8 309 5< 7720 316 5;: 772s 7730 32'1 '06 Hl 04 77" 391 .61 7740 358 _4J_ 7750 Mann1ng's n Values Sta n Val Sea 0 0 1B9 H. Ban~ Sta Lett la9 16 Flght n val a Len9ths ~19.79 Sra 2:8_79 "' 42 0 15J% 239 9: 331 29 Elev 7750 7725 7715 77)~ Sta Elev 6t '11 77'15 174 74 l720 :<'16 57 7715 37 336 79 77)~_7) n va: Lefc Channel 70.S9 ~B-n R1ght 61.25 Cceff Cor.tr ; ' CROSS SECTION Reac~ RIVER #2 REACM, Carter Canyon RS· 1930 INPUT Descnpt>on, XSece:on Upstream of Culvert II 11 Stanon Elev~t>on Data numSta Elev Std Elev Sea Blev ~ 7750 22 07 7745 36 84 7740 9] 90 ss 7730 115 88 7725 143.42 7720 202.55 7705.6 ;lj} 94 7708 ll 237.53 7709.18 308 So> 'l?ZO )20 56 '1725 JJ4 .2 77JO Mann1n9's n Values Sta n val Sta 0 0:86.51 Bank Sta Left l-86 51 l!lghc 213 '9t n Val Sta 021394 Lengths "" '10.61 167 5~ 240 55 l48.H [lev 77~ 0 7715 7710 7135 66 186 268 376 Sta 06 51 87 ll Reach #:< Car,er Canyon ~s. Elev 7735 7'110 7715 7740 n val 0 Left Channel 20 20 Co.e!! Cent• ; E>:pan 1825 INPUT Descnpnon' C'Jlvert #11 D1stance from IJpstream )(S Declon Elevatlc·n Data 20 Sta Elev Sta Elev Sta El 0 7750 22 07 77 36 84 7740 9] 90 58 77JO 11588 775 Hl.42 7720 21] 94 1708 .10:< 55 7"'05- 6 237 53 7709 l8 )]4 _; 7730 ]08 86 77<0 }20 56 77 Sta Hl Cord Lc CcrJ 24l 7708 '8 40 167 240 JiB "" 61 54 55 11 ~l"v Sta 66 06 186 'Ol Elev 7735 7715 7710 ~68 ~7 7715 773~ )76 ];. 7140 1140 7710 Page8ofl3 Mann>ng' s n vallleS Sta n V~l Sta 0 o 186 51 Bank Sta Left l.96 51 R1gllt 2:J.94 ' Sta K1 Cord l.o Cord 0 77\6 09 Downstream Bndge Statlon Elevat;iOn Sta Elev 0 7752 93 Jl 7727 J99.a7 7704 11 295.04 7717 n Val 0 Sta 21J H Expan. Coeff Ccntr ; D~ck/Roadway Do.....,stream n Val ' Coord1nates Sta H1 Cord Lo Cord 201.26 7710 Cross S~ctlon Data Data 20 Sta ~lev Sta 1~ 34 7747 34 l 11? 09 7~22 141 ]:; 209 74 no1.02 209_75 31: 47 7722 335.19 Mann>ng· s n Values Sta n Val Sta 0 0 189 29 numn Val Bank Sta· Left 199.29 Co~t! R>gbt " 209 '" Sta Elev 50 53 77]7 165 88 7712 :!18 15 7708 H 370 H 7732 Sta Elev 71 JB 77]~ 189' 29 249.E 409 15 7707 7712 7737 n Val 0 7~ Ex pan Ccntr 209-~4 Elev 7742 7717 7707 7727 Sta K1 Cord Lo Cord :141.l6 7709.3 ' Upstream Embankment s1de slnpe Downstream Embankment ude slope Maximum allowable submergence for "en flo" Elevatlon at ions Energy head used 1n 'Plll~or crest shape 1 nonz 1 horH 0 vertlca: G vert lea: 35 Broad Crested Number of Culvens Culvert; Name Shape Span Cin::ular PHWA Chart ~ :l Corrugated Metal Plpe Cuivert FHWA. Scale ~ l P1p~ proJeCt>ng frcom f1ll Solutlon Cnteria- ~;ghest U.S. EG Culvert Upstrm DlSt Length Top n en tom n 5 lB 5 .024 024 Upstream Elevat1on • 7705 6 Centerl1ne Statwn • 202 55 Dcwnstream £levaunn. 7704.77 Centerl1ne Stanon • 199 87 CULVERT~l Dep~h Elccked 0 £ntrance Loss Ccef 9 Exlt Less Ccef 1 CROSS SECTION RIVER Reach #2 REACH· Carte< Canyon RS. 1821 INPUT Oescr>pt>on' XSect1on Do~o~nstream of c~lvert suuon Elevauon Data :;-o Sta El~v Sta Elev Sta 0 ?752 P.H 7747 H l 9] 31 7727 l l l 09 77<2 142 ]2 199.87 7104_77 20~.74 7707.02 209 75 285.01 7"ll7 ll: .47 7722 335 19 Mann1ng•s n Values Sta n Val Sta 0 0 189.29 num- Bank Sta Lengrhs, Left H 12 Left ],89 29 R1ght 209 '4 n V~l 0 '" 209.74 # ll £lev 770 7717 7107 Sta 50 SJ 165 88 228 15 )70 u Elev 7737 7712 770~ _14 7732 '" 71 38 1.99.29 249 6 409.15 Elev 77:J< 7707 7712 77)7 n val 0 Chann~l H 9} R>ght 19.04 Cceff Ccnrr ' Ex pan ; CROSS SECTION RIVER, Reach #2 ReACH Carter Canyon RS, 1920 1NPU1" Descdptlon' XSectlcn Downstream of Culvert ~ 11 St~uon Elevatlon D~ta 20 Sta Elev Sta Elev Sta Elev 0 7750 l7 ]4 7745 ]4 ], 7740 93 Jl 112s 1.99.87 7702.77 285.04 7715 11~ o9 n2o 209 74 7705.02 142 n n:s nos 311 47 7D.O 209.75 335.19 Manmn9's n values Sta n Val Sta 0 0 199.29 numn 'Jal 0 209' 74 Bank Sta' ~eft l.a9.29 Lencn Upstream vf Culven ~ 10 Stat1cn Elevauon Data Sta E1ev Sta Elev SO Elev ]] _17 7740 0 7750 ~~ 02 7745 77 ]1 7725 sJ 45 7no 11:: l. 771, lH.n 7700 194 51 7694.89 138 99 '694 34 -1 770:0.16 278 01 no5 )06 ;_-, 7710 l88.S 7725 419 36 7730 ns Jo\anmndth "en CoeH>c>enc IJpst~eam :Jec•/Roadway Coo~dinates "" " " ' Sta Hl Cord Lo Cord 194_]3 7699.62 '" "' Cord t.o Cord :204. , . 7699' 62 Upstream Bndg~ Cress Section Datd Staucn Elevauon Data Elev Elev 33 _17 0 7750 7745 77.31 7725 7720 93.45 112 '1 7700 194 ']] 7694 .99 ns 770£ 278 7705 JBB ; 7'125 17]0 419' 36 "' • i'lann>ng's n Values Sta n val Sta 0 0 H4. ll Bani< Sea ""' "" " '"' " " "'"' ,. '" " "' Le!c 1 9'1 ]] Dc-wnstre~m Rqht 204 - ~· D~dt/RCadway n Val 0 £lev 99 _J] 7713 181.91 7699' 81 :<75 7695 772D 409' J "' "'" "' 3H Elev 7730 !7l 7705 7701.56 7720 n Val 0 Sta :204 34 • Loordinates sea Hl Cord LG Cord JOO 7697 07 n Val 0 " """" E:ev 771.5 7700 7692 '1715 "' n Val 0 301 .06 llan'o; Sta. ~eft Rl Cord Lc Cord n5 7697_o7 Downscream llndge St~tlcn E1evauon su Elev 7720 H4 t"J 7709 39 :O:.l9_67769S 657 :J:.l0.3l 770S .."' '" "" ~lev 7740 7715 Elev 7710 75 7699' 24 JOl 00 noo Expan • "' "' • ' ' ' Upstream Embankment s1de slope l honz Do~otnstgn Wen crest shape • Broad Cresr.ed to 1 0 veroc:al cu 1 0 vertl~al. Number of Culverts • Culvert Name Span CULV~RTU ~ 2 Corrugaced Metal Pipe Culvelt E'~WA Scale~ l Headwall Solutlon Cntena • l!ighesc IJ s. EG Culvert Upstrm Dlst Len9th Top n llottom n 763 65 .0:14 0:14 IJpst~eam Elevat10n • 7695 03 Centerllne Statlon • 197 lJ D0,.,9tream Elevauon • 7691 94 Centerl>ne Stat>on 151 E'HWA CMart Depth Blocked 0 Entran<.:~ Loss Coef .5 E:xit Loss Co~f l CROSS SECTION ~IVER ~~Clio ~each •1 Caner Canyon ~S: 1900 J:NPUT DescripL•on XS~Ltlcn Downstr-eam StiiLlCil n .. vat LOn Oat~ num• Elev Elev 7720 0 77!5 .16 7709.3B '1705 156' 7l :;;:s. 677£95.657 231.7 '1695 7705 320' 33 7710 J'J9.0l. '" " "' " Mann>ng'• """ '" ,. " Values Sta " "'0 <16- 75 .,, eank Sta. ~eft R>gMt 116 _75 Ln~Efecuve nc"' Sta L Sta R Elev o 7697 279 40B 3 7697 no o< "' " "'0 Culven " n '" m " D m ~lev 249' 79 361.86 7715 7700 769: 7715 '" " "' 301 .06 Lengths Left Channel "" Permanent F " Sta ge -ll 275 ~ 08' 3 " RIpt>on Page 10ofl3 Scau698 7! :<9~ i9 7090 7715 Mann1ng' 5 n V~lues Sta n Val Sta 0 Q55 25,_66 BanK Sta Let< <51 00 n Data Sta Elev % .4': 7710 215. 7Z H98 ;;;; 3>9 56 71'35 457.87 Sta Elev 154 89 7708-76 nc_ oz 7695 ]40 0~ 7700 n val 045 Rlgllt 289 49 Sta Elev sa 7705 7690 7705 Su Elev 175 71 7700 271 74 7686.94 401 45 77l0 n Val 055 Sta 489.49 Lengths :~s 25) 66 157 05 Le!t Channel 71 ~9 69 66 ii1ght H 12 Ccetf Conrr ' CROSS SECTION Reach ~· Caner Canyon RIVH REACH RS INPU7 [)EsCnptlOrl Stat len Elevatlcn Data Sta E:ev Sta 7"100 1~5 018 257 ;s 7Ee5 ee ]9:0 :s 7700 4<< 5 :n" B~nk Sta Lelr <57 3~ ~>gnt ' 1790 '" E1ev 7700 2-' ~ta Elev :n_ts 7697.57 n Val 045 Sta }00 H -,oat Manmng's r. Value• Sta n Val £ta 0 055 <57 }5 ~Jght 149 B CceU Contr ' CROSS SECT!0N RI'1ER Reach •< RF.ACH: Caner Canycr. RS, 1770 INPUT Descr>pt>cn Stat>cn Elevatlon D;ota Sta E1ev Sta ~:ev 52 98 7H4 11 70.45 7660 120.~7 76~~.95 14:! ~s 7657_47 273.01 7670 ."'~nmng's Sco 52 98 Bank St.a n 1/alues n 1/al Sta 055 SJ 94 Lelt 80' 9~ u Sta l4l 45 R1gnr 141 '45 Sta ~lev 90.:: 7655 38 214 89 7665 Sta Elev 94 7657 .6' 166 51 7660 eo Sta Elev l l l <5 7635' 66 254-62 7670 n val "" Ccert Cont.r E>n Canyvn Canycn Canyon Canyon Canycn Canycn Canycn Canyton Canyon Canycn Canyon Canyon Canycn Canycn Canyon Canycn C~rter C~nycn Carter Carter Carter Caner Caner CanEr <::arter caner Carter Carter CartH Canyc,n Canyon Canycn C~nycn Canyon Canycn Canycn Canyc•n Canyon Canyon Canyon J<1ver St.a r.< "' "' ~000 1990 1980 1970 191;0 1%0 1940 1930 1920 191 .055 .0}5 0 Culv~n ~ 19!0 190S l900 18~;_ 168'; 1 ~eo \872 aE5 1860 IBSO 1845 1840 l8JO H25 Jere FcSL-fHe Carter Canycn Caner Canycn 1960 1960 Fre·FHe P<;et-FHe Caner Canyon Carter Canyon 1950 1950 Fre· fH~ Pcst·F•re Pre- ~1re FoSL·Fll"e Mln Ch £1 'It' '''" l WS ~lev 'ILl s n~< 19 "1<;40 04 7~;4; 54 7985.45 799"1 a 7910 07 7911 u 7907 53 2J9 00 6H 00 7985 45 7987 26 7975 5"' 7879 03 ":8<& )9 78:re FC5t·f1H C~rtH Canyon Caner c~nyon 1930 J9JO Pre-fue E>oH-F1re Caner canyon Caner canyon 1920 1920 Pre-Fae Fost-Fae 238 00 6H.00 218 00 666 00 C~nyon 1915 Carter C~nyon Caner canyon 1910 1910 Pre·Flte Post-Fae Caner Canyon Caner Canyon 1905 190': Pre-•ne Post-F>re C~rter Canyon Carter Canyon 1900 190C Pre- fne Pcst-Ftre Caner Canyon 199:< 5 Carter Canyon Carter canyon 1B8' 1885 Pre-Fue Pust-Fcre Caner canyon Caner Canyon 1880 l8SO Pre-FHe Caner Canyon 1872 Carter Canyon Caner Canyon 1865 1B65 Pre·FHe Pcst-F1re Caner Canyon Caner canyon 1860 1860 Carter Canyon Carter Canyon 1850 1B50 Caner Canyon 1845 Carter Canyon Caner canyon 1840 1840 P05t·Flre Caner Canyon Caner Canyon 1830 1830 P,;e-F>re Post· Fire Carter Canyon 1825 Carter Canyon Caner canyon 1821 1821 Carter Canyon Carter Canyon lB:lO 1820 Pre-Fne Carter Canyon Carter canyon 1915 1815 C~ner Canyon 1907 Carter Canyon Caner C~nyon 1900 1800 Carter Canyon Carter Canyon Carter 7786 41 7786 4l 7799 95 7791 76 7799 95 7790 ES 7~"11 70 -;n-:; 1:< 7773 91 777] 91 7777 40 7778' 95 -,778 ~' 77H 59 7764 59 7767 78 7769 67 7769 7771 7779 54 so .:n 0 ~ ... )90~ 0.0 ... 1457 17.67 26 .]6 " 3 35 0 0~~040 0 009052 32 51 110 S6 ~9 9l 88 19 '0 _1'7" 1H 39 211 J6 72 ]6 n 0.22 0.27 36 93 83 SJ 29.11 43.99 1- Ol 1.00 000698 C0'-7H 97 73 ll] .70 0.0 26 .69 lO 81 " o.ooons " 3 13 0 00\.<74 Culv~n 238 00 7762 666 00 7';62- 9J 7765 40 7767 01 7765 40 7767 OJ c 238 00 666 00 775t 26 7756 <6 7758 80 7758 eo 7760 OS 0 017189 0 019154 2]8 00 77~] Ql ~~~7 &) c 77~1.54 7757 '55 7758. 19 7756 666' 00 7757 48 '17~8 H o 238 00 666 00 7747- 7] 7'J47 71 7749 _27 7'150 63 7749 27 7750 63 774 9 ~~ J .Ol'::<2 .02 Pre-Flre Post-Fne 238 6H.OO ~3 5~ nGo.os 0 01:!749 017;_<;1 Pos~-F1re 54 OlB-:':'E 00 Culvert 77]0 96 oo 92 7735 76 02 92 77l5 .76 77:ib 4) 7725.09 7726 9< 0 OC71:60 ]} so G CQ4)48 102 07 7713 Ol 01 7717 n 7719.75 1110 n 7717 H 771 ~ ~-; 7~13 nn 01 ~18 00 606 00 77U9 96 7709 % 77]} 08 77H SO 77):! OS 771< 80 771: ~e 7715 79 2]8 '00 H6 00 7705 60 7705 60 7710 Ei5 7711 70 7708 58 7709 •• 7710 "< 7711 <;.< 218 00 666 00 770~ 77 7707' 57 7704 77 7708.74 7707 57 7708' 74 770f' _:;:o 7709 -;o ~ 0189>4 0 OJ:lJ04 Post·Flte 2]8 00 666 00 7702 77 770< 77 7705 57 7706 74 7705-57 7706 H 7706 .<"0 7-;01 70 0 OH974 01}]54 Pre- F1 re Post·Flre 238.00 t66 00 76 9~ 84 7694 B4 7701 .66 7699 09 7"102 87 no< 1< '170) '71 0108"15 0%50:! 0 001([4 0. 99 "' 2188 69 29 1.01, o. 77 58 51 81 30 o :n 0. 38 Culvert Pr~-F1re 0 007871 o :;; 15 " n o: c 86 47 coc:t:; l41 2S 000741 ::o9. n oc~ '" 0.88 60 16 70.10 0 u 0 '" Culvert Pre-F1 re POH·Fln 7"102 S7 E J4 '% :)7 n 88 10 42 50.38 0' 86 0' 79 )7 S8 88 10 32 't2 50-38 0 "' 0. 79 0146~.< 45 BB 95.01 re Post·F1re 768) 23 7!.81 2] 76aJ .76 '1681. 7~ 7685. OS 7681 0 7686 OJ 0:08530 O:i< 3~ o ]6 J?go Caner Canyon c~ner Canyon 1780 1780 Pre-fHe Post·F1re 7669. 45 7670 47 7669 15 7670 47 7669 99 <66 00 7667 42 7657 42 0 030457 0 0:<5721 Caner C~nyon Carter canyon 1770 1770 Pre·F1re POSt Fae 238 00 666 00 7654 95 76~4 95 7656 76 "1657 65 7656 t l 765'1 5.1 Ptot1le Output Table lllver 0 " Culvert Pre-Fire PoSt;-Flte Reach Culv ve; OS s6 6H 00 236 OG 7685 _ D5 7671 .<"9 09 7658 31 7657 "" 0 020006 1.01 0' 98 83 96 <9 08 43 89 10 98 91 92 40 30 60- ~ 5 51 19 102 93 51 3J 64 09 8] o o:ooH 0 " '" " "" 00 Culven Only St~ Profile ~.G US >I s I tel Carter Canyon 1915 9-97 15' '9 Caner Canyon 1915 12 -~8 12 28 Pre·Flre CULVERT'! Carter Canyon 1892.5 8.06 U .8l Carter Canyon 1892 5 7-86 14 .79 CULVERTU Carter Canyc·n 1872 S 9 81 P.48 Carter Canyon 1872 5 D 25 1}.25 CULVERTU 7769 99 ~OSt-PHe CUL'J£RT•1 Pre- F1 re E.G. ;c QC l•hn gj >len Flo"' If t I I !t I 7769, 81 7769 89 7'171 04 7771 7757 17S7 :1'1 55 7758 19 6J 774\ 50 ~741 £ G (fc:· 7756 46 CULVE;RT.1 CULVERTJ1 Carter Canyon 1825 8 .OJ 12. J2 Carter Canyon 1B25 9. ll 9 11 CULVERTU Pre- F1 re CULVERT-I Post-F>te CULVEPT.1 Pre-F1re CULVERT.! Posc-Fne Pre·FHe CULVE~TI1 i"71 0' Ol 771) 9< '170] 63 7769. 8~ <5 7742 23 Carter Canyon 1945 9 11 7- S7 Carter canyon Ja4~ to 65 10. os Carter Canyon 1807 5 11 2o H.n Cnter Canyon 1807 5 lJ.7l ll.71 us 1ft] 0 ·~e1r 7769 01 1::"6 83 11117 4.41 17:! 55 492 45 ' 87 71 150. H 8. 28 554 90 "' 99.<4 54 7740 01 197 7717 9H 7719' 75 77]<; 00 7"'19 01 7'110 65 7710 72 7710 ss 7'111 9: ]7 47"1 50 183 .neers Hydrolog>c Eng1neenng Center 609 Second Street, Su1te D O~v1S, CaldOrnl.a 9SGJ£-4GS7 19161 756 1104 x:u:x '"= ' ' '"= xxxx ' '' ''xxxxxx XXXll ' '" ' ' ' "" "" "" ' ' "' '"' ' '' ' XXJUDlX xxxxx PROJECT DATA Pro)ect Tltle Summerhaven Pro]ect Pl le C.&.RTER CANYON CREEK prJ Run Date and Tomeo 12/\9/200; a.:/0.23 AM Pt"o]ect Descr>pt>cn caner Canyon PL/ili DATA nan Tlt'e Plan f'1le CMG 10 yea.p:\Pima_Ccuncy_DOT_FC\Summerha"en\Hydrology and Hydr~ullCSIHEC-RAS\CNITER CIIJHON L'REEK ~Ol Geometry T>cle· CMG Geometry Fl le p, I P>ma_ County _DDT_FC\Summerhaven\Hydrcle>gy and Plow Tltle Flow Flle 10 year SCS Type l p, \Plma_Ccunt y _DQT_fC\Summerhaven\HydrClogy and Hydrau llcs' HEC- RAS\CARTER CM1YCN Plan Summary lnfqole open1ngs • Inl1ne Structur<'~ Lateul Struccures ComputatiOnal Itl!Ormation Warer surface calculat '"" toleunce • Cr>t>cal depth calculacon tolerance. l'lax>murn number of lflteuoons Max1mum difference tOlerance fie" tolerance factor 0 01 0.01 20 0 ' a. OQl Compur_auon Optlcns , Cnncal depth computed only where necessary Conveyance Calcuht>on l'lethod At breaks ln n values only Fnct1cn Slope Method: Average Conveyance Computat10nal now Reg>me· Subcnncal flo" FLOW :lATA Plow T>tle Plow F1le Flo., Data 10 year SCS Type I p·\P>ma~County_POT_FC\Su""'erhaven\Hydro,09y and Hydr~ul>CSIHEC-RAS\CARTEI! fo' CANYON Cr.EEY (cfsl Reach Cor.s Upscream Reach PTOflle Carter Canyon Pre-Fne Post-FlTe C.•rt:~r C~nyon Downstream Nc.rmal s Norm~l s. o.o;: o o:;: GEOMETRY DATA Gecmetry TH'e Gecm~on St3t1Cn Elevat>on Dat:a num• Elev Sta Elev 9045 9040 34_H 9025 8020 8000 7'>99' 26 lQ9 .11 7%:<.n 7985 "'• '" "' 197.1 Mannlr>9'S "'' Bank Sta • '" "'" "'" aoos "' " "" "" "' "'"' Values 0 0 '" Left 10:J. 5 ; ll>ght 120.24 BOlO num• 0 Vai 045 "'" "'" "'"n """" " '"' Elev 903S 7395 7990 0< " "''" 0 Elev Sta Elev " '""" "' ,, "' ao;o H032 8010 7~90 H !0}' 5 103 7995 lllght Ccef f Ccntr 8015 "' '" 120.24 " "'"" BOIS gooo 7985 8000 'Jal .045 Lengths- Left Channel 254.41 "' " m " E>ng•s n Values Sta n val sea 0 Q~S 113 5 Sank Sta Left 113.5 C~OSS SECTION RIVER RE.llCH ~each R>ghc 144 15 1990 n Val Sta 04 H4 15 Lengths Elev H40 7920 7910 7930 7950 27 45 64 95 H7 09 21). 55 283. 2J St~ 41 98 150 225 07 8"J 85 19 Elev 7915 7915 ono 79)5 St~ Elev 99 79J:: .49 !13 5 7910 177 55 7915 237 36 7940 ;7 n Val 035 Lefc Channel 254.12 242.71 Rl(.'ht 241 07 (c~ l l Cent r Ex»an. ; ' ~2 Can~r Canyon RS, 1970 INPUT Oescr>pt>on· Statlon Elevauon Oata Sta Elev Sta Elev 0 7905 H .23 7900 7' 7895 97.67 7690 159.18 7875 167.22 7871.91 203 1-1 7890 2-13 J< 7910.13 :<93. 76 "l9JO Mann>ng•s n Values Sta n Val Sta 0 .055 155.-12 num• n val Bank Sta' Left l5J. 59 Lengths Rlght lSJ 29 " " Sta E!ev 29 2 78~5 103 n 7879 15 17) ]3 7875 212 66 7895 255 45 7915 "' 179.21 n Sea Elev 4:1.06 7990 15l 58 "1877 26 179 217877 952 7900 79;'0 46 155 183 232 280 Sta Elev 37 7888.38 427876 517 29 7680 57 nos 9l "'925 Val .035 Lef<. Channel ))2 19 337 86 R>ght )59."'< Coell Contr Ex pan ' CROSS SEL""T!ON RIVER REACH Reach ~2 Caner Canyon lN~UT Oe9Crlptlon Stauon Elevatlon Sta Elev 0 7880 120.46 7855 175 :19 78H.4J 240.27 78]0 7840 JH 68 364 48 7865 418.64 7886 93 Oata num• Sta Elev 20.5 7975 121.39 7954.77 :85.33 7840 250.73 7928.39 J23 82 7845 }75 81 7870 44).75 7890 Mannlllg's n Values Sta n Val Sta 0 .055 240.27 Bank Sr.a' Lef~ 240.:17 Rlght 281.49 " Sta Elev 41 .15 78"10 134.5 7851.85 188.61 7BJ8. 51 280.4 7829 76 Jl2 94 7950 387.38 7875 n Val .04 Lengths Sta 281.49 "" 73 23 H~ 7< 205.98 .;: 81. 49 '" 397.92 Elev 7865 7850 76)5 7830 7955 7880 "" lOl .3.< 1"'1.15 <25. 9 300 68 .lS< .2 '" Elev 7860 7845 78Jl 8 7835 7860 7885 n Val 0]5 Left Channel 239.94 147 Rlqht ll5 49 Coell Cont> Ex pan. ' CROSS SECTJON RIVER REACH Reach ~2 Caner Canyon RS: 1~50 lNF\Tf Descnpc>on Statlon Elevauon Sra Elev 0 7880 79.75 "J55';i 140.18 "1940 20~.08 "1Bl7.Si 253 04 7804.38 332 52 7815 ill SJ 7835 Diitd Sta Elev 7875 15 71 96 79 7850 155 ~7 7835 217 ll 7SJ5 255 17 7805 )49 79 7820 Hl 27 7837.41 n Sta glev J3 18 78.,0 11~ 00 7845 168 91 78JO 23J 65 7810 264.n 7807.91 369 4l. 78l5 450 81 7840 Sta Elev 48 63 786~ 113 19 0844.49 186 94 78~5 ~40 99 7807 9} 306.9 7807.91 387.74 79)0 Sta Elev O.H 7860 130.94 784) .1.£
    ght lS5 Co~! ( Cantr CROSS SECTION Reacb 112 R"tVE~ R£ACH· Caner Canyon IIIPU"J" Descnpt1on · Stat1on Elevauan Sta £lev 0 7850 58.76 7825 us.n 7800 18:) .31 7790 289 63 7805 )65.0~ 79<1 51 RS · lHD Data Sta Elev 10 5l 7845 "l4. 6l. 152.U 7795 l.e7.9l 7792 -l:l :l10 6:l 7810 ]81.01 7820 1-!annwg's n Values Sta n Val sta 0 055 165.36 Bank sta Le!t 157.9:1 R>ghc 187.91 " Sta Elev .54 7S40 96.44 79<5 157.92 7792 56 240.6:! 7792.26 332 Ol 7815 :n n val 04 l..engths Sta 183 31 Sta Elev 3<: .::6 7935 110 38 79)0 165 30 7790 ;gllt Cceff Cont.r 128.~6 CROSS SECTH!N Ex~an ' ' •2 RIV£R Reacll REACH· Caner canyc.n INP\IT Descr1pt10n Stat lOll Elevatlon Sta !:lev 0 7825 "1\ 7 7800 IJ9 92 7790 169 "16 7777 91 276 t1 779~ JJ8 94 1e1S RS, 1930 num• £lev 14.77 78:<0 96 85 7"J9S H7 24 7777 69 2Jo :;.a 777s.u 286.06 "1000 "'" Data '" 15~ [..etc \47. 2'1 R1g!l.t 169 76 7815 7790 7775 7780 l4 <35 15 295 96 Mann,ng' • n values Sta n Val St.a 0 055 147.<4 Bank Sta £lev .ntr Sta 40.61 HS 34 206 52 275 OS 295.05 Elev 7785 7"lb5 "1770 7790 7805 R1ght 23.47 Coelf Caner Ex pan ' CROSS SECTION Reacll ~2 RIVER REACH: CaHer Canyon ~s. 1no INP\IT Descnpt><.n: XSEC Up5tream O! Culver<: ~ IS Stanon Uevauan Data 24 Sta Uev Sta Elev Sta Elev 0 7795 21 78 7790 <9.21 7788.07 87.49 77"15 lJ] 17 7770 136.) 7768 68 148.27 7765 168.77 7"169 25 205 05 7769.49 2:!8. 8 259 a 7788 12 7780 251 28 7785 2e3 49 :189.16 7800 294.96 7805 7795 Mann1ng' s n Value5 Sta n Val Sta 0 1 )6 3 num• n Val 0 '" 168.77 Sta Elev 7780 35 7764.59 71, 7"175 81 7790 35 58 H6 222 277 H n Val 0 s~nk Sta, Left 1'.1ght Lengths. Left C!>annel 136.3 168.77 20 2S 21.1 lneffeCtlve flO" num. Sta L Sta ~ Elev Pe~manent 0 14 0 85 7769 f l53 295.05 7769 ; Ex pan ; CULVERT ~IVE!<· REACH l'.e3ch ~2 Caner canyon RS, 1915 INP\JT Descnpt.lon: Culvert ~lS Dl5tance frcm Upstream xs Deck/l• 5 <•·~-~0 7775.3 153.~5 7769 ····-U~~ 1.40.84 77"12 5 200 "J768 OS '''''~~~77l2.S 153.8< \Jpstr~am endge Cross secocn Dat.a Stat1on Elevauon Data num• Sta Elev Sta £lev Sta :J 7795 21.78 7790 <9 :21 87 4<; 7"175 1H l7 7770 136 ) H8.2> 7765 16~ 77 7769.25 20~ 05 238 • 7780 251 ~e 7795 <59. 8 28:l 4S 7"195 289 H 7800 2~4 96 " Mannwg• s n Values Sta n Val sra 136 J 0 num. n Val 0 Bank Sta C9 Permanent F Do.,nstream Decion Elevat>on PaLa n Sta Elev Sea E~ev Sta £lev 0 7795 21.7 7790 30 65 7788.07 80.55 7775 as 99 nn 79 1H .5'1 7770 IS: 21. 7763.08 15~ 93 7762.93 160 73 776J.I4 226.6\ 7767.89 233 49 7770 247 27 7775 295' 77 7790 29~ 2l 779! '27 Manmng"s n "Jalues Sta n val 0 l\an~ 0 Sta Sta Left Rlr flow ben gn Wen crest shape Nllmber of Clll.verts • 77 79 08 91. ' Elev 7767 7767 19l .21. ''" Coeff Contr lne!!ect!Ve no" Stii L Sta R 162.41 num• n \lal H:l_'J9 4l 142 166 261. 0 horn to l Q vertical to l. 0 vert>cal 0 hope Culvert FHWA Scale ~ l - Headwall Sclutlon Cntena • lhghest IJ.S EG Culvert Upstrm D1st Lengt;, Top n !lOt com n COLVf.RT~l ' 3 024 1~ Number of Barrels • 2 Upstream Elevaocn • Centerl>ne .Stat>ons Sta Sta 145.34 149.34 Do.,nstre""' £levat1on. Centerline Stations Sta Sta 153 33 1.57 3) Depth BlLcle.g"a n Values Sta n Val Sta 0 0 142' 79 num• n Val 0 "' 177' t9 St~ Elev Sta Elev 41. 77 14:1 79 166 as 261 91 "1785 7760 's ~5 'l'l8Q J4~_:n '1765 7780 59 7765 l'l7.49 77H ;;6 276.4 7785 n Viii 0 Rlght Lengths· Left Channel 142_ 79 177.49 111 95 a9.97 Ineffective Flow num~ Sta L Sta R £lev Permanent 0 150 7767 161 H 293 21 7767 Ex pan ' ' ' CROSS SECTION RIVE!!· Reach H REA\;H. Caner Canyon INPIJT Desc:npt>on Stanon Elevat>on Sta Elev o TlSO 116 45 7760 no.; 7765 279.76 11ss 46 }61.6~ 7802.01 RS' 1905 Data St~ n.24 143.~9 num• Slev 7775 77% :16 2}1 16 7770 J2o 24 n87.7l. }74_44 7905 Sta 40 45 159.35 251 7] ns.•1 7790 Manmng•s n Values Sta n Val Sta 0 055 1 6 '45 num• Banlt Stac Left 116-45 Lenptwn: Culvert Distance from Upstream XS Deck/Roadway Width We>:r Cnef!Icient Upstream Deck/Roadway Coordinates "' •o '' ' Sta H1 Cord Lo Cord 108.51 7756 .aJ ... Sta HI Cord Lo Cord 166 .a6 7756 "' ... Upstream Bndge Cross Section Data Staoon Elevation Data Elev ~lev Elev ><• 0 1770.)] JO .46 7705 1.92 1770 1756.8] m 775S_H 7753 7156 8775') .533 152' l4 7756. H 230.64 7765 m 447766.581 248-96 7770 297.92 7795 7785 7790 132 '05 .. "' " M~nning' St~ 0 "' " s "' " n Values n Val Sta 0 135 03 " ~· " "''" ... num• n Val • Left Right Coeff Cant~ 135.03 152 14 lndfective no" numSta L Sta R Elev ~e.-manent 7756 f 0 137.39 147.26 l-1J n 775E 2b5 ]1:; Elev 7700 775].56 7758 7'l75 7800 " ... E:ev 58' 5 775<;' 58 no "'" 7'l';) '54 7700 7780 280' 58 val 0 Expan ·' ' Downstream n l52.H Bank Sta "• "' " '" '" "'n"" Deck/Roadway Coordtnates ' Sta HI Cord Lo Cord le]_72 775].47 Sta Ht Cord LO Cord 230.95 7753.51 Downstream Bndge Cross Section Data Station ~levation oaca 19 St~ E;ev Sta Elev SLa Elev 95.19 7762 83 142 7760 170.52 7755 197 ,} 77P.9 7'147- 88 7747 '7l. 267.47 7755 7760 lOS. 25 7765 316.39 7780 36~- 95 778~ 180 .t6 7790 .. .. ..., ,., , '" Mann;ng•s n Values n Val 191 95' 18 "" Bank Sta "' Left Right 192.5 230-95 Ine!tectlve Flow Sta L Sta R Elev 95.18 197.3 775~ 219 48 ]9]_6] 7752 "' " ''", n Val m m "' " ~ ''" "" m Expan ' ' f' Upstream Embankment side slope 1 horn Downstream Embankment Side slope 1 horn. Maximum allowable submet:gence for "'eir flow 95 Elevauon at which weH flow begins Energy head used In sptl1way design Spll1 .. ay height used 1n deugn Wetr crest shape - Broad Crested Number of Culverts Elev 1.92 .5 7752 264.7 7754 332' 'l6 7775 n Val Coeff Contr Permanent Elev >c• 18]- 72 775].47 230' 95 7753.53 7770 7795 l9J '63 to to a vertical Q verttcal 1 C'.J 1 ve n Name Shape Span CULVERT.1 C1 rcular f'HWA Chan • 2 Corrugated Metal Pipe Culvert. f'HWA Scale 1 J Pipe p~o]ecttng t~om fill Solunon Cntena ~ Highest IJ_S_ w Culvert Upstrm D;st Length Top " Bottom n 3 '10 024 024 Numbe~ of 8arrels • : Upstre~m E'.evation • 775} 50 Cemer!Ine Scattons St~ Sta 139 95 ltS 69 Ocwnstream Elevat;on • 7750 Centerltne Stat•ons Sta Sta 204.51 2~4.2} Depth Blocked 0 Emr~nce Loss Coef 9 Extt Loss coef CROSS SECTlON RIVER REACH Reach n Carter C~nyon Page 5 of 14 INPUT DescnptJ.on, XSEC Oownstre~m of Culvert ~ 14 Statlon nev~uon Data num• 1~ Sta £lev Sta E:ev Sta £lev 9~-a 7762.83 7747,9 7755 7HO 197.3 267.•11 346.39 H2 7760 ;<07.68 7747_71 288.88 7760 362.95 7785 n Values n Val 055 192 5 ~ann1ng•s Sta "' 95 1B Bank Sta Left R1gl!t rn.s no ;neffecuve l'lo" Sta L Sta ~ 9s.a C~OSS 191 3 110.s2 nss 219-ill 7?0.88 305.25 7765 380.46 7190 Sta Elev 1s3_72 ns;.n 230.95 7753 53 319 31 7770 393-63 7195 Sta Elev 192.5 7752 43 264 7 7754 H 332 76 7775 n val n Val m .035 95 Lengths, Left Cl!annel 81 97 l0B.l.9 Uev 7752 Permanent F R1gllt 160.19 SECTION RIVER Reach II< REACH, Caner Canyon ~s: 1880 INPUT oeacnpnon' Upstream ot Culv,;n #Ll Stauon Elevauon Data Sta ~lev Sta Elev Sta o 7760 152 B 7750 231 '76 77]6 .13 )11.96 7745 ~ann1ng's Sta 0 u n 235 42 328 42 n Values n Val Sta 0 216.81 num• n v~l 0 Bank Sta· Lett Right 216.81 237 64 0 Elev 224 16 392.56 7740 7740 2JJ. 99 Elev 24 55 7753 31 216 81 7740 <37.64 7741 47 ne _B4 7750.12 Sta 237.64 Lengths: Left 40 l9 Plow St~ R rne!!ect>v~ Sta L " 7755 7745 7740 7750 l. 76 48 Sta Elev Sta Elev 71 ]4 7755 .29 77]6 .14 JOO U 7741 41 392 56 775].02 109' 86 7755 229.4 7736 1.9 304 ll7742 561 R1ght ~cntr 22~ , n Val Chanr:~l so.ss Coeff Expan 56.56 ' Permanenc CULVERT RIVER: Reach #2 REACH· Carter C~nyon RSo 1972.5 !NP\Tt Descnpt10no Culvert U3 Dutance from Upstream XS DeCki~Oadway Yhdth 40 1<1e1r Cc,;fflLlent J.l Upstream Oeclnates ' Sta lli Cord LO Cord 216.81 7740 Sta Hi Cord LO Cord 237.64 7741_47 upstream Bndge Cross Secuon Data Station Elevation Data Sta Oev Sta Elev Sea Oev 0 7760 lB 4? 7755 24.55 77SJ.3l " 152 9] 7750 231.76 7736.U 311.96 7745 ~ann1ng•s Sta Bank Sta 176 49 235 42 3Z8 42 7745 7740 7750 n Values n Val Sta 0 lH 91 n Val Sta 0 237.64 Letc 216.81 R19ht Coeff Contr Expan ' ' 224.16 362.56 DOIng's n Values St~ n Val Elev H 7755 l9 7736 14 n 1741 u 56 7753.02 f Downstream Sndge Cross Sect>on Data Stauon Elevat10n Data 19 Sta Elev Sta Elev Sta 71 77l6.49 <17 02 77)5 2Sl.4S 7735 379.15 7755 Sta 71 224 300 382 n Val 237.64 lneffectlve Flow Sta L Sta R 0 23:.89 21.6.81 7740 237.54 7741.47 32S. 94 7750.12 n val 0 Elev 165.45 7745.44 229.67 7730.96 115.77 7740 408 03 7159 93 Sta 236 58 El ~v 203 Sta Elev ]£ 7740 7735 7750 2]6 58 J61_ 94 n Val 0 Cceff Ccntr E".xpan ·' ' P~rmanent Sta 169 17 7745 231..57 ??ll OS J4l 7 7745 408.35 7760 f f Upstream Embankment s1de slope I horn Dc.,nstream Ernbanl<..,nt •Hle slope I l!ont Maximum ~llcwable ~ubmergence !L•r "'"" !low • £levauon ~t ,.h,ch .. eu flo,. ~eg,ns 7740 Energy head used >n sp1llway des1gn Splllway helght used 1n des1gn WeH crest shape - Srcad Crested 0 vert >cal tc 1 0 vert>cal " Number c! Culverts • l Page 6 of 14 Culv~n Name Shape Span Clrcular Corru9ate<:l Mecal P1pe Culvert FHWA Scah ~ :0 F1pe pto)ecung fr-om flll SolucH:n Cra~na • H1ghes~ u.s EG CulvHt Upstrm Oist Lengch Top n So~ com n 3 40 0:24 0~4 Number of Barrels • < UpHream ElevatlOn. 7736.1 Centerllne Stat1ons St~ SU CULVERT4! FHWA Chan # oc ... nstream < - ~levat1on. oepth Blocked 0 ~ntnnce Loss Cnef 9 ~l'nstnam o! Culvert # tJ Statlon Elevauwn Data J.9 Sta Elev 71 i7H -19 <17 o< 7~35 251.4 8 7735 :!72 35 77~5 M~nn1ng• s n Sta 1l &anK Sta El.ev 165 45 7745 44 229 67 7730.96 315.77 7740 40~.0] 7759.93 Sta El.ev US 67 7747.76 223.2 7731.06 277 75 7735 )9] 64 i"l59 59 Valu~9 n Val 0 Sta 217.02 num• n Val 0 Sta Elev 7")45 231.57 77)l. 05 341 7 7745 408.35 7760 l.69 .17 ~lev "' "17-10 )bl. B-1 7735 7750 :103 36 2]6 58 n val "' 2}6. 59 0 S~a· !..e!t ~lght Lengths Left Channel . 70 Lengths P1gt1c 173.27 Elev Sta -10.74 7745 14). 75 77:<5. 99 207.09 307 57 n<..o• 7726.7 "1750 7765 n Val .035 n-1 Sta Elev 86 7715 l.5B 71 7722.02 24~ 44 7735 3]8 27 7759 89 n Val "' Left Channel 108.21 97.79 .> Ex pan ' CROSS SECTION RIVER Reil<.:h RF.ACH Caner Canyon ~2 JNPUT DescnptlOn: xsecuon Upstream of Stauon Elevatwn !lata SU• Elev Sta Elev 0 7760 4. 91 7758 28 93.37 7740 11:0.7t 7735 i93.76 "1715 207 n 77D 01 259.35 77:10 2S6 89 7725 ]26. 83 7740 341.83 7745 39~.41 7.,58.13 399.94 "1760 Culv~rt " Sta 25.95 130.77 21-1.2 312 95 356 Bl Mann1ng•s n Values Sta n Val S~a 055 193.76 • 11 Elev 7755 7730 7715 7730 7750 Sta ElEv 50.68 7750 146.47 7725 2:21.75 7717 14 l16 7 7735 370.8 7754.82 Sta Elev 72.-le 7745 165.51 7720 252 72 7718.5 l22 99 7739 B ]7]. 94 7755 n Val "" St.a· Ldt ~1ght Lengths Lefr Channel 193 76 2~l. 75 JE J9 J<.29 lne!!ecuve flow num• Sta L Sta R Elev Permanent 0 200 71 7716 5 F 21].6£ 399 94 7716.5 &~n~ R1ght 39.07 Coe!t Conn Ex pan ; CULVEI4 7760 112 :<07 2% 341 l99 n Values n Val Sta 055 193 76 Le(t P1ght 193 7E :«1.75 Flew St~ L Sta R rlev 0 200.71 "/716.5 2ll 6:< 399.94 7716.5 Sta "u ] < num• n Val 0}5 c~e!! 7750 7725 7717 14 HS 7735 }70 B 7754.8< 2~1.75 9 St~ 72 4B 77l5 165 51 7720 252.72 7718.5 322 H 7738.73 J?l 9t 7755 n Val 055 c·n Elev ~" 7760 0 75 )9 7740 7715 199 l'i }09.5.< "1720 Hl 04 7740 Manmng's Sta Sta Hl Ccrd Lc C:;rd :<07_27 7713 79 )58 .41 Values n val St~ .055 lB.H Lett ~;gilt 189 H r crest shape ""'r ~um.ter 0 honz. to 1 ~ vert1cal 0 hnnz to l 0 vertu:al 95 (Jew Bread crested I of Culverts • Culvert ~ame Sha]Oe 1<1se S(:an C.rcular Corrugated Metal Fli'E Culven fHWA Scale~ F1pe prq~c"'ng !rem !1:1 Soluuon Cntena • H1ghest u s EG Culvert U~atcm Dlst Length Tc~ n 6cncm n s 20 o:• o<• Upstream Elevauon • 77L~ .OJ Cent en we Sc.aucn • <07 :;_7 llownstream Eleva( len • 7709.9f Centerline Statlc·n • 20} 8 CU~VEI!Hl F~WA ~ Chart Depth 91oclI l< Statlcn Elevat_ 1cn Daca num• :<} Sta Elev Sta £lev s•a Elev 19 _, r;s5 0 77E'O 9.09 7757.41 75 19 7740 09 54 77J5 llic 8:! 7730 7715 189 16 203 8 7709_% 218 79 7713.8 7730 309 52 7720 316 8< 7'1<5 3:4 Ob 7750 Hl 04 7740 358.41 774~ 393 Cl Values n Val OS~ Bani< Sta Le!t 109 :~ :;]1 29 Elev 7750 7725 7715 77]5 ~"Jht Cueff Conte Sta 6: H Elev 7745 7720 j_ 74 74 246 J]6 57 77t5 )7 79 77)8 7] numSta 1~9.16 R1ght n Val 8ta 045 218 79 70 7"11~ )9] 61 ~9 n val m Channel 'i8- :J ' 61 25 < n·om• £lev ~eft Lengths, 7~ ~n Upnream c.f Cul'""''Statton Elevatlsn Data .on: Culvert ~ll Dutance from Upstream XS Oeck/Foad,.ay lhdt;h 11.5 W~lr CoeffiCient 3.1 IJpstream Deck/~o"d"ay Coordinates ~um) Sta H1 Ccrd Lc Cord Sta Hl Cord 0 7710 09 20] 7710 ~0 Ccrd :·IJ Upstream Bndge Cross Section Data Statlon Elevat1cn Data Sta £lev Sta gj,;v Sta O~v 0 7750 <:I 07 77~5 )6 '84 7"140 9" 90 ss 7730 115 aa 77<5 Hl •< nLo 202.55 7705.6 2IJ ~4 7708 ll 237.53 7709 H 306.86 7720 120% 7725 334-2 77!0 '" Mann>ng's n Values Sea n Val Sta 0 0 186. Sl Bank Sta Left R1gtn 186.51 213 94 lnenecuve nc,. Sta L Sta ~ Elev 7710 0 196 05 209.05 376 ]:;: 7710 Dec~/Roadway Downstream ' St~ H> Cc·rd Lc Cord 0 7713.38 Dcwnstream Bndge Stat1cn Elevac.cn Sta Elev a 7750 ~) 31 772~ 199 87 7702 77 285.0! 7715 Mann>ng"s n Values Sta n Val o o n Val 0 Bank Sta: Lefe Right la9.29 209_7l lnetfectlve Flo" Sta L Sta R ~lev 0 161.97 7706.5< 217 77 -109.15 7706.5:2 Coeff Caner Ex~an ' ' Permanenc 7~06 & Ele·• -10 r;; H7 "4 «O -- 7740 77)5 JH Elev 7730 7710 7715 77<0 "' 06 00 186 51 :;:or 87 ::< ]";h F Coord>natea Sta H1 Ccrd Lc Cord 201.<6 7707.28 n sea Val o St·• H1 Ccrd Lc Ccrd <•I :06 770E 0& Sr_a 50 5~ 1 o< •& Elev 77'5 10 •~ :a ~~ -;-;oo.H ;70 44 7';JQ 0 hcr1z 0 hcnz 95 to Elev 7730 7700 7710 St<> n.:a 18S. :<9 24\<' 6 409 15 7735 va: n a :209 74 ccef! Ccntr ' ' Permanent ' Upstream Emban~ment s>de sle,pe Downstream Embankment Slde slope Maxunum allo.,able submergence for ~oen now • Elev~t>on at wh1ch "e>r flew Oeg•ns Energy hedd used •n sp>ll,.ay de:ugn Splll,.ay he>ght used >II des>gn lien crest shape Number of Culverts • H> Cc·rd Lc Cord n Val 0 Sta 213 H Cress Sectlon Data Data 20 Sta £lev Sta l7 )4 7H5 H 1 117 09 7'20 142 }2 209 74 7705.02 209 7~ 311 47 7720 :!J5.19 Sta 169.29 ~ta 8ro~d 0 vert.lc~l 0 vero>oal Cr~sted l Nam~ Culvert Shape R>se Span Clrcular Corrugated Meeal P>pe Culvert M>tered to conlorm to slope Solutlon Cnten~ • H;ghest U.S. EG Culvert Upstrm D>St L-ength Top n Boccom n 5 lB .5 024 OH Upatt'eam Elevauon ~ 770S_6 Centerl>ne StatlOn • :202 50 [)Qwnstream Elevation- 7702.77 199 97 Centerl>ne StatlOn ClJLVERT~l E'HIIA Chart ~ 2 !'HilA Scale # :2 De~th Slacked Entrance Loss Coe! 0 on' XSectlOn oo .. nstream d Culvert Station Elevat>on Oara num• 20 Sta Elev SLa Elev Sta 0 7750 l7.H 774~ H.l 9J 31 77:<5 117 09 77<0 u;_ J:< ll<;. 97 7702 _ 77 20S 7t 7705 02 :CO .,,., Sta Elev ~0 53 77]5 165 8~ 7710 <<9 1" "l706 H :!70 77)0 "' 71.39 189 29 :249 6 ~ 09' 15 Elev 77]0 770~ 7710 7?]~ "' .<09 74 Lengths Left Channel &6 1" 6}. ;9 F<1ght oe :;o Coeff Concr ' Expan ' Permanent CROSS SEL'TJON Page 9 of 14 RIVE~ Re~ch ~2 Rc:ACH· Cane• Canycn RS: 1915 INPUT D~scnpt>ono XSecuon Upst~oam ol Culven • 10 E1evatlon Dara num• E1ev Sta Elev Sta <:lev a nso 11 02 7745 33 17 7740 77 .ll 77:5 9] 45 7720 1~2 .1 7715 192.76 7700.01 193 77 76H 82 200 09 7694. Bl ns. 4 "17o2 .H 279 01 7705 306.27 7710 lee.5 772s 419 36 7730 St~tlon " Sta Manning•s n Values Sta n Val Sta 0 0 l92.H n val 0 Sta 204.34 46 150 201 331 Sta Elev 82 77)5 36 7710 29 7700.02 89 7715 Sta Elev 61.5l 7730 173 35 7705 204 ]4 7701 56 355 86 7720 n val 0 Bank Sta Lelt R;ght Lengths, Left Channel 1n.16 204.34 71 49 76.69 lneffect;ve Flow num• Sta ~ Sta R Elev o 193 n 7700 o• 200 61 419.16 7699.99 R;ght Cceff Contr Ex~an 51.22 ' CULVERT Reach ~2 RIVER REACH· caner Canyon RS· 1807 5 INPUT Oescnpt:Ion, Culvert ij10 DIStance !rom upstaam XS 7.63 Deck/Ro~dway Width 67 We1r CC·efficlent ).1 Upatream Deck/Roadway Coordlna<:es ' Sta H1 Ccrd LO Cord 1977700.113 Sta HI Cord Lo Cord 1977699.61) Sta HI Curd 2077700 llJ Upstr~3m Bndge Cross Soctlon Oat~ Statlon Elevation Data num· Sta £lev Sta Elev Sta Elev 0 7750 17 0~ 7745 33.17 7740 77 Jl 7725 93 4S 7720 1n 1 771~ tn 7~ 7700.01 193 n 7694.a~ 200 09 7694 83 225 4 770~ !6 27S 01 7705 306 27 77CO 388.5 7725 '119 3~ 77)0 " Mann;ng's n Values St~ n Val Sta o o 1n 76 num· n Val 0 Bank Sta · ~e!t R1ght l9L. 76 :l04. )'I Ineftecuve Plow Sta ~ Sta R Elev a 193 39 7700.04 200.61 H9 36 7699.99 Coeft Contr Ex pan ' ' Downst•eam Deck/Road~r Elevatlr flow beg1ns Energy head u~ed In spll1way des1gn Spill~ooay he1ght us~d 1n deSI9n Wea crest: shape 1 hor1z hcru tlc~oo • Culvert Name Shape R 1 se Span CULVERTU Arch J seJ 5 ll3 PHlc·n 250 to 0 ven1cal o verucal 95 769fl 49 Srcad Crested D~pcr, &!<.eked 0 Entrance Loss C~~f Exlt Lc·os Co~l 1 CROSS SEcriON RIVEP Feach 12 REACH, Carter c .. nycn RS 1800 !NPIJ'l" Page 10 of 14 Descnptlon' XS~ce1on Downstream of Culven 110 Statlon Elevatlon Daea 2l Sta El~v Se~ Elev St.O Elev 0 T/20 56,76 7715 16 71 lJ 7715 1H 47 7709.)8 156.71 7705 173 25 7700 2a 677095 657 231.7 7695 2t6 n 7691.98 ;ns.s 7695 101 o6 noo J2o :n nos 408 .] 7720 Mann1ng's n Values Sta n Val Sta 0 216-75 Bank Sto · Left Rtg-he 2!6 .75 101 06 Inef fect1ve Flow Sta L Sea R Elev 0 226 7697 278 408 l 7697 "' :101 _ 06 88 :81 249 339 Sta £lev l3 77]] 9l 7698 81 73 7091.98 OJ 7710 Sta ECev 1]4 29 7710 216 75 7698.24 252 61 76n 99 ]61 86 7715 n Val 0 Lengths' Lefe Channel £5 as 5< ~igllt Cceff Cent< 50 16 ' Ex pan ; Per!rlilnent p CROSS SECTION RIVER Reach #2 Carter Canyon ~EACH RS: 1795 INPUT Oescnptlon Stae10n ElevHton Data Sta E:ev Sta Elev 0 7715 % 45 7710 178 06 7698-74 :ns n 7698.<:< 2S9 .49 7090 319 56 7695 4]] J:i 7715 457 87 7720 " Sta E1ev 154.09 7708.76 230 02 7695 340.08 7700 i'!ann>ng's n values Sta n Val Sta 0 .055 25LEG numn Val Bank Sta Lengehso Left Cllannel 71.79 68 06 Lelt -<51 .66 Rlghe 289 19 St3. n El~v Sta El~v 170 71 7700 271 74 7686-94 -10145 7710 7705 7690 7705 Right 6E.l.< Coeff Conu Val o;; 289.49 "' "' 165 66 253 66 357-65 ' CROSS SECTION RlVEH Reacll 12 REACH· CHter Canycn l'S. Ex pan 1790 INP\JT Descr1pt10n Statlon ElEvaL>on C·ata Sta Elev Sta ECev 0 7700 155.98 7700 1oes :l75 88 7681_:n 7700 ~:.l:.l.S 7705 " Sea Elev 196 65 7697 '57 300.64 7680 451.89 7710 Sta 209 0 El~v "' E1ev 7695 n2 sa 7690 ]Jl 91 7690 485 19 7714 99 J6: 89 485 37 7695 7715 Manntng's n Values Sta 0 n Val 055 San< Sta · Le!t :.l57 )5 Sta 257.15 R1ghc 300' 64 n Val 045 Lengt:l"ls Sta 300.64 Left 163.71 n V<~l 055 Ch~nnel R1gnt 173-l:l 165.5~ Coeff Comr ' CROSS SECTION Ex pan ' RIVER Reach ~2 RE.ACHo Caner CanyC·n INPtJT Desc~lptlc.n Statlc.n Elevauon Data Sta Elev Sta 7690 14 55 HO.l1 7670 55 145 49 ~82. 71 7680 324.52 num• Elev 7685 7670 7685 Mann1ng• s n values Sta n val Sta 0 055 140 l3 numn 'ial Bank Sea· Left Rtgllt Lengths· Lefe Channel 140_1] 196.61 n Sta ;n 172 Elev 76so 45 7667.42 '" 3' 87 196 '61 Elev 7675 7b70 Sta Elev 39 ]6 7670.58 7675 248 11 7690 )6) OS n Val m m 150-l 144_77 R1gl1e 149_]8 Coeft Contr ' ExpMl ' CROSS SECTION RIVEP, R"ach '2 REACH Carte< Canyon INPIJT D~scr 1pt con· Statlcn Elevaocn Data Sta Elev Sta Elev 52 98 7H4 11 70 45 'E60 1.<0 57 76';4 95 10 45 7657 17 .<73.01 7670 Miinnwg's n Sta 52.98 SlJT'IMA~Y St~ Elev 94 765' 67 166.51 7660 Sto Elev 90 ;; 7b55 '88 :.l\4 89 766'; St.a Elev 111 :<5 7655.06 <54 6< 7070 V~lues n Val 055 Bank Sta · u ~0 ~ta 90 94 n Val 045 Sta HJ 15 n Val 055 ~eft ~lght Cceff Conn Ex pan 80.91 HJ 45 ·' ' OF MANNING'S N VALUES ~each Caner Canyc·n ;lQOO OS~ 045 Page II of 14 Carte• Caner Carter Caner Carter Caner Carter c~ner Caner Caner Carter C~rter Carter Carter Carter c~ner Carter Carter Carter Caner Caner Carter Carter Carter Caner Carter Carter Cuter Carter Caner Carter SUMMARY Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon Canyon Canyon Canycn Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon " " Caner Canyon Carter Canyr>n Caner Canyon C~rtH Canyon Can~r Canyon Caner Canyon Carter canyon Carter Canyon Carter Canyon Caner Canyon Carter Canyon Carter Car.yon Carter Canyon Caner canyon Carar Canyon C•rter Canyon Carter Canyon Caner Canyon Carter Can yen Carter Canyon Caner Canyon Carter C;onyon Carter Canyon Carte• Canyn Carter Canyon C~ner Canyon Caner Canyon Caner Canyon Carter Canyon Carter C~nyon Caner Canycn Can~r 0~'; o;; :sn , :8&5 :860 :850 : 8t5 :ato 1.9]0 :B25 :620 :815 :ao1 :eoo . 035 c,s 035 0 m m 0 :915 :910 :905 :900 :892.5 :sa5 :sso Culvert 055 0}5 0 .055 .035 0}5 Culvert 0~5 0 0 Culvert o;o ·)}5 .035 055 o;; "' "' Culvert m "' CulvEn ; cu:vert ,, :795 :"190 :780 ·. 770 ,., 0';5 055 "' "' 045 055 o~s "' "' 055 Rover Sea Canyon Canyon Canyon Canyon Canyon Canyon C;>nyon Canyon Canyon Carter ~anyon Carter Canyon C~rtn Caner Can yen Left <54 2000 :990 : :<~0 "' Channel "o; :~~u 254 12 332 :960 m " "' ""n "" '" :950 :940 :930 : 9~0 :915 :910 :905 :900 :an H 155 ; :885 :a8o :en :eos Culvert 11'. 95 56.03 59.12 Culvert 81.97 46.H Culvert ;; :BoO :850 :845 i840 '8:l0 1825 1820 IBIS 1807 ; 1800 :795 ; "190 1780 RlVer l6.H Culverr '"" ;;" Culven 86.19 7l .48 Culvert 65.85 ,, "' " n 150 .J ~X~I\NS!OII "' " 108.:<] :770 " " R~ach Caner Carter Caner Carter Carter Caner caner Caner "' :no m "" "" "" 055 -960 :950 :940 :930 COIITIre 99 00 :l9] .00 Carter Canyon Caner Canyon 1850 1850 Pre-'''" Post-Flre 99-00 )93 00 Caner Canyon 1840 Carter Canyon Carter Canyon 1840 :805 1840 Carter Canyon Caner Canyon ;830 1830 ~re-F>re 99 00 393 00 Post- F1 :::e Pr~- F1r~ 7982 l9 7992 19 Post- F.re ~ost·F1re 'l984 51 7986 22 E.G- E1ev (lei 7985 10 7997 H E re F,-oude • Ch.l 7909.26 7910 50 99 00 }93 00 Post-FHe Top W1dttl lft;l 13 _ 81 21.25 .," Culven Pre·Fne flew Area l~q fti 6 :8 0 023196 0 023066 oo Post- F1re Crlt W.S. l!tl OG oo 7736 13 7736 1) 7741- ~1 7740 01 7730.% 77l2 h4 77]2 64 7730.% 7734 7734 41 77~0 2} 0.000449 .n Q_OOHOO " 4; 77]] 41 77;15 63 n.<4 :s 772-1 77<5 78 77<4 7] 7726.72 7"11} 01 771} 01 7717 .<1 771B .24 77H. 92 7716 51 7717 23 771B 38 0 0001HJ 0 000902 7709 96 7712 _lg 7713 .8). 7712 .19 77;3 .52 7712 72 7714 75 0 OGSln 0 007369 7710-05 7711 -06 7707 6i "1709 48 7710 07 7711 19 0.000460 1.02 "' '" ' " "' 1.00 o_ 99 81 ' 24 '~:: 28.17 58 31 132 90 22 41 100 61 '" 0 " 0. 31 '" 0 " 0 " 0. J6 58 15 35 27 22 81 79 146 ,OS 41 }J 0 , 0 , 1< 84 17 BB 50.46 " l. 0 I 95 98 87 n 7' 15 016992 7725 79 18 ." 01499: " 0 " 12 46 50 74 4~ 0 " 92 79 69 04 19. 9:; 0 01907"1 0.015224 Culvert 99 00 00 153 41.~1 "" '14 71 23 CulVert Fre·f1re Post-Flre 99 _oo Hl_OO Pre· Fl re Post·FHe ]9) 99' 00 '00 7709 96 nus 60 7705.60 0 000 16 91 11 <6 54 15 17 0. 98 o_ 98 10£ 80 167 19 54 47 64 11 0. 15 17 9'l 54 0. 99 0. 89 '" sa ll~ 0 " Culvert 7704.74 no5 7702 77 7">06.01 7707 00 0 '030286 0 018840 7698 95 7701 98 7696 74 7639.50 7699 13 7702.49 003:79 0.010642 7691 98 7691.98 7693 32 7694 5G 769]. )2 7694 56 7693- '13 7695.29 0 033223 6 87 99 00 ]9} 00 7686 94 7686 94 7688 7). 7690 01 7688 72 7690 01 7689 16 7690 80 0 031S86 0 026764 ' 99 00 393 00 7681 <3 76Sl n 7693 0\ 7684 34 768] 01 ]4 "168) .47 7665 :2 0 03254E D 0:160"12 99 00 J93 00 7667 4< Pcst-Fne 7668 ss 7669 91 7669 22 7670 55 0 Q:J4392 0 028110 Pre- F> re 1790 Pest· Fl re Caner Canyon Carter Canyon 179C 1 nc Carter Canyon Caner Canyon 177C 177C Prohle Output Ta~l~ React> Culv Vel OS n 7702 77 Caner Canyon Carter Canyon 99 00 00 Pre-FHe Post·f1re Pre-F1re 7£67 . , 7654 95 7684 7GSE :/9 7657 14 l7 69 51 3 4] o.o1ns1 erof lle 6 '4l <8 83 66 35 JO 08 0' 51 '" 19 26 57 2l 22 85 38 50 0 " ' " aH 20 42 55.49 35 70 10.77 E.G 1915 CIJLVERTU Pre-Fne 1915 10.77 CULV~~T~l Pre Carter Canyon 7 38 lS9< 5 0 '" ,, ' lfll JC I ttl E G 1.0::: ' '" l OC M1n El We1r Flo" C Cu1v Group Q We>r !Ell (!C) IL!S) IC!SI 7768 9Q 77f.8 .69 7768 99 7769 01 77"'0 60 7770' 7l 7770 69 7769 Ol CULVERT~l 7757 ll 7757 08 7756 _,. 7757 ll J:l.19 Page 13ofl4 00 '" ' "" 7770 69 00 '" ;; 99 00 l4 24 Carter Canyon ' 20 78 35 9< lft/si Carter Canyon 41 Culvert Only I lei s' 55 95 7J 5: O~lta WS Culv Vel US 1ft. lft/SJ 01 Pest· f"cre 7757 '" 1757 " 7757 CULVERTU ~ce·f"He 77!0 " 7740.40 "1740 CULVERT#! l'ost · fl re 7742 '" 7741 " 7717 " " " " "1742 Cuter canyon l.B92 8.51 H.H CULVE~TH C~rter Canyon 1872 15.89 Cuter canyon l.B72 9. 95 ; a .u " CULVE~Hl Pre·Fl "' 7717 CUl.VEPH1 Post-f"l.re 7718 1825 CULVERT#! l're-Fae 77:0 8.35 Cart"x Canyon 1825 9.87 9.87 C:JLVERHl PcsvF>re 7711 Carter Canyon 1645 15.)2 8.25 Carter canyon lB4S a .56 8.86 C~rter Canyon "" 1807 CL'LVERT#I Pre-F>re 7699 Carter Canyon 1807 11.56 ~~ .15 Carter Canyon CULVER":"U Post-l'ae 7702 ' '" "" " " " " " 7718 7710 7711 7698 7701 "' " •• 7716 "1718 7710 "]711 7698 " "u 7757. 9a 7756.82 7740 " 77!0 774:2 '" 7740 " " 7711 " 7716 " " 7709 " 7702.49 Page 14 of 14 7718 17! 1 7699 .." " " 7701.68 7716 7709 " "' '" " " 7709 "' 7699 " 7699 .S:I '" " "" :40 " . " " 294 ; 252 " " " " n ))0 " " " " ;; " '" " "' " H3 '" "ll9 " 62 00 .. " '" '" •" " 5. 05 '" " HEC-RAS OUTPUT CARTER CANYON WASH HEC-RAS Version >.1.1 May 200~ u.s. Army Corp of ~ng1neer3 Hydrolog'" Eng1neenng Cencer 609 SecClnd Stre~t. Sulte C Dav1s, Cal1forn1a 95616·4687 (916) 7% 1104 »= ' xmxx.x '>.= '' ''xxxxxx =< = =' '" ' = "' ' ' """' '= ' ' "'" '= PROJECT DATA ProJ~Ct T1tle· Su...,er~.aven Project File CARTER CIINYON CREEI(.pr: Run Date and T1me, Htl9/2003 11.21.25 AM PrOJect 1n Engl1sh urnts ProJeCt DescrlptlLln· Carter Canyon PW\N DATA Plan Tltle· CMG lOO y•ar Plan F1le p'\P:ma_Cc·unty_DOT_FC\Surnmerhaven\Hydrology and Hydrau:l.;;siHEC-RAS\CARTER CANYON CREEK.p05 Geometry T1tle· OIG Geometry Flle p, \Plma_Coounty _DOT_f'C\Summerhaven\Hydroiogy F'lo~o~ ~nd Hydraul l~SI HEC- RAS\CII.IITER CANYON CREEK_ sOL 100 year scs Type : p, \Plma_County _DOT_FC\Summerhaven\Hydrology and Hydraul1 csl HEC- RAS\CARTER CANYON CREEK ! 04 rn:e now F1le Plan Summary L~fo.-matlon Number of Cross Secuons Culvens !lndges i'lul>tple Open1ngs Tnllne Structut:ee Lateral Struaures Computational lnformauon Wacer surface ca:culat1on tolerance Cntlcal depth calculaton tolerance Max1mum number c-f interatlons Ma>amum d1fference tolerance Flo" tolerance factor o.o1 0.01 .20 0.3 0.001 ComputatlOil Opt lOllS Cntl~al depth computed only "here necessary Conveyance Calcul~tlOn Method At breaks 1n n values only Fnction Slope Method Average Conveyar1ce ComputStlonal Flo" Reg'"'"" Subcnt>cal flo~o~ FL.OW DATA Flc" l'ltl~ Flo~o~ F1le nc .. Data lc!sl 100 year SCS Type l p'\Plma_Ccunty_DOT_FC\Summerhaven\Hydrology and HydraullCS\HEC-RAS\CARTER CANYON CREEK Reach Caner Canyon ~~i RS ;;ooo Boundary Condl t lOllS R1ver ~2 Reach Reach ~2 Reach Prof1le Carter Canyon Carter Canyon Fre·Fne Post·P1re Upstream Gownstaam Normal s o 02 Normal S • 0 02 GEOMETRY DATA Geometry Tale' CMG Geome~ry FllE p'\Plma_County_OOT_PC\SummerhaveniHydrology and KydraullCS\HEC-RASICARTER CANYON CREEI<.gOL CROSS SECT!ON RIVER REACH' Reach #2. Caner Canyon !NPUT OescnptlGno Scaucn ElevatlOil Data £lev 9045 H-81 ~02 5 78 .as HOOO 798:< 120 187 _j 8005 "' •"'•• "•• " '"' " " "' ""•• n m "" " "' '"'"'• "' i'\ann1ng·s Valuea 0 8anl< Le!t 10').5 R1ght 120' 24 : ""' num• n val 04 18 78 66 51 1:;o .54 200.57 234 _64 269.88 Elev 7995 7975 7S50 7960 7985 8000 Sta lB2.85 n V«l 035 Lengths· Left 274.15 Chann~l 282.15 Sta Eiev 28.25 7990 79.6 7970 llS.l7 7946.4 207.4 7965 235.37 7985.55 :179 52 8005 R1ghr 287.47 Sta El~v ]8.26 7985 92.57 7965 175.< 79'15.54 214 1< 7970 ~H J9 7986 76 Coeff Cootr ' bpan. ' CROSS SECTION RIVER, REACHo Reach ~2 Caner Canynn RS, 1980 IN~UT Oescr1pL1Cno Statlcn Elevac,on Sta Elev 0 7950 55.)1 7930 1<2 ]7 1907.5] 190.35 7920 2-12.H 7942.16 Dau Sta ll 88 70 15 144.15 201 96 :154 7'1 Elev 7945 7925 7910 7925 7945 Mann1ng• 9 n Values Sta n Va~ Sta 0 .055 lH.S n Val 04 Bank Sta, Lett HJ 5 Rlghc 144 15 " n 84 H7 ptlon Statlcn Elevatlon Sta Elev 7890 7655 76-10 :;o~ S 7SJ7 54 253 ;ac• 3a 3>2 7815 03 Oata Sta 15 71 % 79 155.:17 2t7 _J; 255.17 34~_79 Elev 7875 7850 7835 7915 7805 7820 " Sta Elev )) 18 7870 05 78-15 168 H 7830 233 65 7Sl0 264 76 7807-91 ]68 41 7825 7840 Ill St~ Elev 48.6] 7860 lD 19 78'~<-'9 106-94 7~25 240_ 99 7807-93 }06. 8 7807-91 ]1;7- 74 7810 Sta E1ev 61 76 7860 1 )0 94 7843 -l~ ::o1. 7'1 7820 2so e8 7805 Jl5 53 7S!O 401 54 7833-94 Page 2 of 14 ,.... i'!annlng•s n Values Sta n Val Sta 0 Q 240 <;~ num• n Val 0 eank Sta Lengohs LEft 240.99 R1gh· ::H. 70 ~64 Sta 76 n Val 0 Lefr Channel 171.44 130.77 ll.lght 155 Coe!! Cent:: ' CROSS SECTION RJVER Reach #:: REJ\CH· Carton Canyon RS 1940 JNPUT Ducrlp~lCn ~td 10.01 74 El 151 44 1S7 91 :10 n :lSJ o;, 1-!anr.,ng•s n Values Sca n Val 055 eank Eta Sta Elev 7945 7920 7795 Elev 54 7840 41 7Sl5 32 7792 58 63 7792 Z6 01 7815 n 96 157 240 3}2 7792-~:l 7HJO Sta Elev J2_26 7835 110 38 7910 lCS H 7790 251 18 7795 342.23 7817.33 43 124 176 2"l0 359 Sta Elev 29 7830 11 7805 78 7786.41 37 7800 37 7820 78~0 Sta numn Val Sta n Val \65.06 04 lBJ.ll 035 li1ght Left: 157 _ 92 n oat.~ Stancn Elevat1cn Sta £lev 0 7850 5B 76 7625 108 97 7800 19}.)1 7790 <99.63 7605 :lE'O 09 7921 51 ~engchs H7 91 Left: Channel 1~5.48 150.5 R1ght 1:18.56 Coe!f Contr ' ' CROSS Si:CT:CN RJVEK. React, ~: REJ\CK: C>ner Canycn ~s. Ex pan. J9)o ll1PliT D790 7810 1-!annlll'J'S n 'lalues 8ta B~n)< C~OSS Sta n Val 055 Sta n Val Sta 14 ~ •• 04 169 76 ~l'Jt".t Left 147. 2'1 Lengths, !E9. ~6 m Left Channel 95.72 87 86 Rlgtlt 77.51 Coelf Contr Ex pan ' SECTIC-N RIVER ~each ~:< REACH, Carte< Canycn WPUT Descnptlcn, XSEC Staucn E.levat>on Elev 7"195 8"1 '49 7"175 lH.2"l 7765 238 _9 7780 28] '49 7795 "", Upstream of Culven ~ 15 2'1 Dastance li"om U~stre~m llS Deck/Roadway 1<11dth 12 WeH Ccefhc,ent 2 _6 Upstream Dec~/~c-ad10ay Coot"dlnates Sta H, Ccrd U o n7o.J 153 _ 85 no9 Ccrd Sta H> Ccrd Lo Cord HO 84 777;i; s 200 776a. oa lJpstream Bndge Crc~s Secu~n Data SLatJon E.levatlon Daoa Sta £lev Sta E.1ev Sta 7795 2l 7B 7790 29' :n 0 87 45 7775 133 17 7770 136.} l4S 2~ 7765 lE! 77 7769.25 ::os OS 7780 :OS! 28 7"l85 :<59 B 2l&' 8 28}- 49 7"'95 <89 16 7800 .<94.96 " Manmng's n 'ldlues Sta n Val 0 &ank Sta 0 Left In J S~a n 'Jal Sta ll< 3 0 168.77 R1ght HS.77 Ccef! Contr Elev 7788 07 7768 68 7769 49 7788.12 7805 Sta Hl Cord Lo Cord 153.84 77"'2.5 "' 40.61 145 H 206 52 275 0~ 295 OS £lev 7785 7765 7"l7Q 7790 7805 58 146 222 277 Sta 94 E:ev 7780 7764.59 71 7775 81 7790 35 }5 n Val Ex pan ' Page 3 of 14 lneffectlv~ Sta l. now nllm• Elev Sta R HO 95 29~ 05 0 1~3 F Oeck/Road"'~Y Oo"'nstream P~rmanent no,9 77t;9 Cocdlnate~ ; Sta Hi Cord Lo Co:-d 134 '54 7770 161 '51 7767 Downstream Bndge eros~ Stauon Dar~ ~Cevauon Mann>ng•s n ~allles Sta n Val s~a 0 QH:<_79 Bank Sea. Left Sta R.ght ~mbankment '" 77 Oev 30 65 ']79~ 07 134 s• 7770 HO 73 776l.H u Sta El~v 59-95 7780 H8.27 776'0 :77_49 7766.% <76 4 7785 14<. '9 lH 08 ;'61 n Val Sta QJ77B 91 n Val 0 ccntr ~cetf 14:2.79 177.49 Jneffect>ve Plo~o~ Sta l. Sta R El~v 7767 0 150 7707 162-41 293 '21 Upstnam H1 Cc~d Lo Cord 7770.5 ;.:; Elev 21.7 7790 85 J9 ;n:; 79 153 J:! 776: 93 <33 t9 7770 29] 2l 7794 . , 7790 St~ Hl.5 oat~ Sect 1on S~a Sta <:lev 0 7795 so 55 7775 151 2l 7763' 09 n6.61 "1767.89 :ISS 77 Sta Hl Cord Lc Cc-rd He s 7770.5 :Do 77Et .o9 Permanent f s1de slope o-ownscream Embankment s1de 0 hon z 0 horn slcp~ Max;mum allowable submergence fer we1r Elevaoon at wh1ch ~o~en llc·w begJnS t:nergy head used 1n sp1lhoay d~s1gr. Sp>lh.ay he1ghc used in des1gn 1<1~1 r c~est shape t: t.c 0 ven1cal 0 verc1cal tc " &rc~d C:resced Numl>er of Culverts • Culvert Name CULVERTfl FHI ro:ular S~an l"~•al Ccrrugated Flpe Culven; Head,.all Soluuon Cruena • Cuberc Upstnn D1st H1gh~~t. Length Tq· r. 3 1~ Q:;.~ Number- of Barrels • Upstream Elevat>on • Centerl,ne Scauc-ns Sta Sta 1~5. H 149 H Downstream Elevation • Centerl1 ne Stat 10ns Sta 153 u ,; EG &cr.tcm n Depth 8lc-con_ XSEC Dc.,nstream c-f Culvert ~ 15 Stat>un Elevauon Oaca 22 Sta El~v Sta Elev St~ <:lev 0 7795 30 6S 7788 _ 07 <: '7 '7790 80 55 7775 8'0 99 ~77:! 79 lH '" 7770 151 :n 776J oe 1~0 70 77C3 l~ 1~:! 9:! 776: ~' 2<6 El 7767 89 2:!3 49 1770 ;:47 47 7775 2S5 77 7790 293 21 779~ " s n M~nn1ng• Sta Ban~ Sta ~ta R1gh" 14< 79 177 4) Sta L 0 162.-11 n V~l flo~o Lengths "' 77 Elev 7785 7766 8 ~765 7'180 Sta Elev 59.95 7780 H8.2' 7765 )77 49 7766.96 :no.4 7795 n V;ol a n; .49 H2.79 Left lnelfect>V~ ; Sea Valu~s n Val 0 'll 142 79 166 08 261 91 0 Lelc Channel l I7 95 !!9- 97 R>ght 64 .42 Coef f Cont r Sta R 150 :293.21 Elev 7767 7767 Ex pan ; ' 1Uffi• ~e1manent '' CROSS SEC"l"ION RIVER Reach #2 REACH Caner Canyon IN~I.IT Descnpt >On Stat >on Elevaucn Oat~ Sta Elev ~ta 0 7780 :1 ;_4 116 'i~ 7760 143.~9 210 _7 "176'> 2Jl 16 <79 76 778S H 361.63 7BO< 01 M;onr.~ng' Sea 0 Ban~ }:00 ;:4 n4 .H s n Values n Val Sta 055 116 ~" Sta· Left R1ght 116 45 159- ]~ num• Elev Elev 40 45 71 nos ~'107 n "Jal OJ~ Lengths 159 35 251.73 Jon Upstream CJf C:uLverr: U4 Stauon Elevauon oats <4 Sta Elev ha Elev Sta Elev 0 l770. JJ 1 9:< 7770 "lO H 7'65 109-Sl- ,.,so 8J us OJ nss Jt us.n 7753 57 152 H 7756.16 166 96 7756.81 IB:I.977S7.5"l'l 7770 :no. 6t 7765 Z36 447766.583 246.96 297' 92 7785 Jl-6 92 7790 3}2.05 7795 Manmng's n Values Sta n Val Sta 0 0 135 OJ n Val 0 Sta 152 _H 0 137 H 7~56 343 72 7~56 Sta Elev Sta 6 -2 ~760 s ~. s 06 775} Sf lE 775~ tl 28 7775 72 7800 lev 77<: Hii 7-;<; c. a <;4 :1o H 7~0 cleM 3.1 Upstream Deck/Roadwaf Coor-dlnates num• 2 Sta H1 Cord L<: C·~rd Sta H1 Cor-d Lc l'Qrd 108.51 7756 83 166.96 77% 81 Upetream Bndge Cress Secoon Da<:a Staoen nevauon Dat• Sta Elev 3ta ~!~v Sta Elev 30 _46 7765 0 7770 JJ 1 92 7770 108 51 7756 81 JJS 03 7755.:)4 U5. n 7753 57 152.14 77SE 16 166 86 7756 81 18:1 97757 5)) 2JO_ 64 7765 2]6 447766.583 ~49 ~· 7770 :<97.9:2 7795 7755 ]16.92 7790 )32- 05 " Mann1ng'~ Sta 0 n Values n Val Sta 0 135.0] Bank Sta, Left R1ght lJS 03 152 _14 Ineffective Fle" Sta L Sta R Elev 0 1:)7 ]9 7756 H7 ;>E 34] .7:< 7156 Downstream " val 0 Ceel ~ Sta 150 14 "C'nt~ Sta ~~~-56-2 77H Hl.Ot 7753 5t lO~ l6 7759.4! St~ Elev 51i .s ''"9 sa H8 >753.54 ;;tQ l!' 7760 :eo :105-~B 777~ H3 7;: ~800 Sta Elev '08 77~0 n Val 0 Ex pan ' ; Permanent F Deck/Readway Coord! nates Sta H1 Cord Le cord 183.7:1 775].47 Dewnstream Bndg~ Station Elevation Sta Ele" 95.18 7762.93 197.3 n47 9 "1755 7780 Sta H> cord Lo Ccrd 230.95 -,-,53.53 Cress Se_cucn Oata Data num• 19 Sta Elev Sta £lev H2 7760 \70.52 7755 20~ 68 7747 n 219.81 7747 ss 280 88 7765 7760 305.~5 36;. 95 7785 ]80.46 7790 Mann1ng's n Values Sta n Val 95.18 .055 192-5 num• n Val Bank Sta Ceef r Contr Ex pan ' ; '" Lett R>gttt 192.5 230 95 Ineff~Ltlve Flow Sta L Sta R £lev ~752 95.18 197.3 m '" :130 95 JB] 72 775}.47 2)0' 95 775] 5] Jt9 Jl 39} !;_) ")770 "1795 Sta Elev 19.< 5 775< <] <64 7 7'0'1 't1 ]32' 76 7775 n Val m Permanent f Upstream Embankment Slde slope l hor>Z Do>mStream Embankment Side slcpe ; hcru: r-tax1mum allewable subm~rgence ter we>r !low • 95 Elevauon at which "'ur (1 0 ,. ~eg1ns Energy h~ad used 1n sp>ll.,.ay des1gn Spllh•ay helght used In des1gn Wen crest shape aroad Crested tC l :J vert>Lal ':G l 0 '-'Srtlcal Number of Culverts • Cu:,_,en Name Span Shape C:JLVERT~ 1 Circular fHWA Chart # :;: Ccrrugated r-tetal f>pe Culvert fi!WA Scale # J P>pe proJecting trcm !1tl so:ut1on Cnter>a • Highest l.l.S EG C:uivert Upscrm D1st Length Tc.J' n Bottom n o~• 02t Number cf aarrels • 2 Upstream E1evar:~n • ?;;} 56 Centerline Statums Sta Sta ' 139.95 " DeptM Slacked o Entrance Lc.ss Ccel 9 Ex,, Less Ceef 1 ]45 09 Downstream Elevaucn • Center! :ne Stat 1cns Sta Sta ~04, 51 :n Sta Elev 95.18 7762.83 >97.3 7747_9 267 47 1755 346,39 7780 Dmmscream of Culven - 14 Data 19 Sta Elev Sta Ele•J 142 7"160 170.5<: 7'l5S 101 ;;a 'l747 '1 219 s1 'l747 aa 288 08 7760 305.25 'l76S :)0 _ lS 7785 JSO, i6 7790 fo!ann,ng•s n Values SU. n Val 95 S:a oss 1a "'" 1n.s aan~ Sta Lett R1ght 1n.s 230 95 rnef!ecu ve new Sta L Sta R £lev 775:< 95' 18 197 ] 2H_-18 :!93 63 77~< 2JO 35 Lengths Sta Elev :83.72 77~].-17 230.95 7753.53 l19.:ll 7770 ]93 .63 7795 Sta lev 19:< s 770 43 264 7 775 41 332 '76 ')75 n Val 035 Lef< <,;hannel S1 97 108.19 Rlghe 160.19 CoeU Contr Ex pan ' ' Permanent F CROSS SECTLON ~IVER R~ach ~2 REAC!L Carter Canyon INPUT Descrlptlcno Upstl'eam of Culvert #13 Stat>e;n Elevauon Data num19 Sta Elev Sta Elev Sta ~lev 0 776Q 18 -17 Z4 55 7753.31 775~ 7750 176 't8 'l740 ;>J1_76 77JE.U ZJS.-12 7740 2]7_64 7741 0 31! 96 7745 }28.42 7750 ]28.84 7750.:2 Mann,ng' s n Values Sea ~ Val 0 0 Ha 216 '81 numn Val , sea 71 H 2~4.29 7730 14 100 41 7741 41 }82.56 775}.02 Elev 109 ~6 '755 <29.4 7'lll'.19 }04 11774.< 561 n Val ~lght Banl< Sta. Lett R>gh• Lengths Left Channel n•.a1 237.6'1 46 ]9 50 55 lnef(ect>ve Flow num• Sta L Sta R E:ev Ferm .. nent 7~40 224 16 0 56 56 CULVERT RIVE~ ReaLh ~2 REAOL Carter C~nyon RS, 1872 S INPUT Des~npt>Cno C·.Jlven UJ DlStance !rem Upstream XS Deck/Roadway Wtdth 40 Wen Ccetlloent l 1 IJpstream Deck/Road,.ay Coord,naees ' Sta H1 Cord Lo Cord :2:6.81 7740 Sta Hl Cord LC Ccd '741_47 217.~4 Upscream Sndge Cress Sectlon Data Statlon Elevat>On Dau num• Sea Elev Sta Elev Sta £lev 0 7760 18 47 7'l55 2'\ 55 775] 'Jl 152 9] 7750 176 tS 21£ ~1 7740 7745 :n 1 76 7716 _u 2J5 42 7740 237 6l 7741 47 311_ 96 7745 328 42 7750 :)2B 84 7750.12 " Manntng•s n St~ Sta 216.81 Bank Sea, Left R>ght 216 .a1 2J7 .64 lnef f ec~ 1 ve Flo,. St~ L Sta R Elev 0 224.16 7740 231 69 JB2 _56 7740 Do"nstream Sta Elev 109 80 7755 2<9.-1 7736,;9 JO~ 7'l4L 561 '1 :1. Val 0 Sea 2}7,6'\ Coeff Ccntr n Val 0 Ex pan ; P~rmanene F Deck/Roadway Ccord>naces ' Sta H1 Cord Lo Cord 217.02 7735 St3 Hl Curd Lc Cord 2]7_64 77J5_5l ou .. nstream Bndon Elevaucn Da~a numl~ Sta Elev Sta Elev Sta Elev 71 7746.49 n~ 67 7747 76 165.'\S 7745 H 217 02 77]5 2;<3 2 7'lll.OS :o~-67 7730.96 -,735 27~ 75 77]5 315_77 7740 251 .46 376.35 7755 39;.64 7759_59 406 ~] 7759.93 Manntng's n Values Sta n Val Sta 7l 021702 Bank Sta· Sta Elev J4 77S5 29 7'136 l4 41 7741 u 56 7753 02 Valu~s n Val 0 0 71 224 300 382 ~1ght Left <17 02 2:)6 Inef!ect•ve now Sta L Sta R 71 2:<3.01 2Jt.57 40S.JS numn Val 0 Sta n Val ' '" ' St~ Hev 169 _17 7"145 231_57 77]1 85 ]4; '7 7745 409- :J5 7760 Sta 203 ]6 2J6 56 J61 .S-1 " " )5 C~ntr Cce!f 08 f:lev '734 '7]4 Permanent ' UpStream Embanlde slope he-r>< Downstream F.mtlartkmene s>de skpe 1 hell< MaX>mum allc .. able sutmergence [On dt "h>ch ~o~e1r llo" beg>nS 7740 tne"llway deS>gn We a ccal verucal N"umber of Culvens • Page 6 of 14 Culvert Name Sha.p~ RlSe Span CirCular Corrugated Metal P1pe Culvert FHWp, Scale # P1pe prO)ecunq from h l l So!ut1on Crnena ~ H>ghest u.s. Ec; Culvert Upstrm O>at Length ToP n llottcm n 3 ~o o:H 0~4 Number of Barrels • 2 Upstream Elevatlcn ~ 7736 1 Centerllne Stn 1 ons Sta Sta :125.97 229.% Downstream El~vat1on- 7731.09 Centerline Stations Sta Sta 225.48 229.86 CULVE~T~l FHWP, Chan ' ~ Depth llloclptlcno XSeCticn Ocownstream of Culvert ~ JJ Statlcn ElevH1on Data l.9 Sta Elev Sta Elev Sta E!ev 11 77i6.~9 135.67 77~7.76 165.~5 7745 H 217 .02 7735 n'l_~ 7731.08 n8 67 7730 n 251 48 77)5 277 '15 7735 J15.77 7740 378 35 n5s l9J 64 ns9.59 408 oJ 7759 n Mann1ng's n Values Sta n Val Sta 71 o :117. o;: numn Val 0 St~, Lefe R1ght 217. o;: 236 .ss Ineffective !'low Sta L Sta R Elev 71 223 01 77H 231.57 -408.35 77Jf Lengehs l.lanl< ~t~ E!ev 169 17 7745 ;oJl 57 7731.05 J4\,7 7745 408 Js 7760 Sta 2J3 36 on Station Elevauwn Sta Elev 0 7755 87 92 77 4 12 169 J6 7725 272 8'1 7740 340 05 7760 Data Sta 17' 84 on n numE!ev 7750 7730 173.:7 77~6-19 291 Ob 7745 352' 74 7760 86 Mann>ng-"s n Values Sta n "Jal Sta 0 055 143.7~. numn Val Bank Sta Lengt:hs Left 143.75 " Sta £lev 40.74 7745 H3.75 7n5.99 207.09 7726 '7 307_57 7750 n~ o;: 7765 R1ght :73.27 Left Channel .u .66 Sta Elev 86 77]5 158.71 77<:1 ?:: 24~ 44 77J5 DS 7759 s9 2~4 Coeff -~cntr 323.14 77~0 n m \73' 27 !06 Elev 7725 7730 7755 n Val "' "' '" 7<.89 ]47 '98 97.78 Rlght 3~ 66 ' CROSS SEL'"T!ON RJVER REACH Reach #2 Carte~ Canycn RS; 1850 IN?UT Descnpt:>on, XSecuon u~stream of Stat10n Etevatlon Data Sta Elev Sta Elev o 7760 4_n 7758.28 93 _J7 7740 112.74 77)5 193.76 77l5 207.27 771].01 259 35 nve nc ... num~ Sta L Sea R ~lev Permanent 7716 5 F 0 20G 71 21]_1;~ ]99.94 7716 5 Eank Sta Right )8.67 CoeU CL>ntr ' Ex~an ' CULVERT RIVER· Reacll ~2 REACH, Carter Canyon RS 1&45 :NPUT Culvert ~1< Dutance !rem (J~Str~am XB Oeck/Roaclway lllclttl ~0 WeH coefficlent 3.1 Upstream Deck/RCacl,.ay cocrd>nates ; Sta !h Ccrd t.c Cc-rd Sta HI Cc-rd 0 7720.6~ ~07.27 7716 Oesc,~tlc·n, Upstream Bridge Cress SeCtocn oar.a Staticn Elevauon Data num• Sta Ele,· St~ Elev 17 Sta ~c C~rd Sta HI Cc·nl Lc Ccnl <25 77JC < Elev Elev Page 7 of 14 1 93 37 193 76 259.35 7760 7740 7715 7720 J26 _ BJ 7740 4. 91 3>5 .41 7758.13 M~nn>ng' n V~l St~ 055 193 76 Bank Sta, Lett 2 312 95 356. BJ :<14 V~l s~~ 035 2H 2 7755 77]Q 7715 7730 775G 50.~0 7750 148 .47 77:25 221 '5 7717.H 3H 7735 }-:0 8 77~4. 82 72.48 165 51 7C n< 99 ]71 94 ;:s< 7745 l720 7718 _ o nJs n 7755 Elev 7716 5 7716 5 Dec~/Roadw11y n Val 055 Coeff contr Expan ' ; num• 100.71 399.94 Downstream n Rlght 2:21.75 193.76 Ineffecoive no., Sta L Sta R 0 213.62 25 9S l}Q_77 V~lues s n Sta 0 7758.28 74 7735 27 771.! '01 89 7725 83 7745 94 ''60 11:2 207 :2% Hl l99 Permanent p Coordlnates num• J Sta HI ~ord Lo Co:rd 0 7718.28 Downstream Br>dg~ Stauon nevauon Sta &lev 0 7760 75 19 7740 189 :6 7715 309 5< 7720 H1 04 7740 M~nn1ng's St~ Cros~ 8anl: Sta' Le!t 189' 16 &le•J St~ 9.09 7757_4, 89.54 7735 203.9 no9.96 316 82 7725 J58 tl 7745 19 7 111 83 ne 79 324 06 393 Ed Elev 77S5 7730 771J. a 7730 7750 n Val Sea n Val 04~ ;:1s 79 Su 189 :6 Right 218 79 Ineffectlve Flo~o StaL Sr.R 0 207 59 23 Sta 055 Elev 198' 16 393 61 -~crd Section Data Data n Values n Val o Sta Hi Coi"d Lo :;;;s 771' 94 Sta Hl Cor:;! LO Cord 207.27 7713 79 Coel! contr H~ 42 41 96 ;:>9 91 33! 29 1~3 £lev 7750 7725 7715 7735 Sta E:ev 7745 61 41 174 7 4 7720 246 57 n:s J7 ]] 6 79 7'3 ~ 7] o5s Ex pan ; ~er-manent 7712 7712 ' Upstream Embankment s1de slcpe Downstream Embankment s1de slc·pe i'lax1mum allcwable sutmergence Eor "'e1r tlc" • ElevatiOn ~e 'lh!Ch "'eir flc" teginS Energy ~ead used 1n spi1lw~y des1gn 0 horn 0 o ''ert:cal to ~Oriz 0 ve>tic,Jl 95 Spi.lway he1ght used Jn des1gn Wea cre9t shape Bread Creseed Number ot Culverts • Culven Name C\JLVERT#l FHWA Chart# 2 ~HWA scale~ 3 Shape CIrcular Span Conugaced Metal Pipe Culvert P>pe proJeCting !rem fi!l Solut>cn Cntena • Highest U.S. ~G Culvert Upstrm DlSt Lengt:h Tcp n Bcttom n ::.o 5 02-1 0~4 Elevatlcn • 771].01 Centerl•ne Stat1on • oo... nstream Elev~tlcn. 7709.96 Cencerl111e Stat>cn • Depth Blccked o ~nrrance Loss Coef , EXIt Less Ccef 1 Upstream :l07 :n 203 e CROSS SECTION RlVE~, ~each REACI!· C~ner ~< Canyon INPUT Descnpticn. XSeCt0 115 BB 77<5 21J 9i 7708 _Jj :<}7 _ sJ 7709 :a 2n.s5 7705.6 ;;t_2 77}0 J08, BE 77:lO }20 ":0 7725 r Mann1ng's n values Sta n Val 0 Q Hank St~· Lett: 186 s1 Ineffective new 1~6 Sta 51 Rlght 213 >~ n Val 0 L,.ngths ;Ptlon, Culvert ~11 D1stance hem llpat~eam xs Deck/Roadway Width H 5 Wen Coefhnent 3 1 llpst-.-eam Deck(Road~otay Coord 1 nates ' Sea li1 Cord Lo Ccrd 0 7716.09 Sta li1 Cord Lo Con! 20} 7710 Bndge Cross Secnon Data Stanon Elevatlon Data Sta Elev Sta Elev Sta Elev o 7750 n 01 7745 J6.8i 7740 B 90 5il 77JO 115 88 7725 143 .4< n:o 202.55 7705.6 2!] 94 7708-lL 237 5] 7709.!8 )08 .86 7720 320 56 7725 }J4 2 7730 Sta H1 Cord LC Cord 2il 7708 il Upst~eam '" Mann1ng'5 n Values Sta n Val Sta 0 Olf!b.5l- n val sta 02139t Sank Sta, Left R1ght Co~ [! Cont r Je6- 51 21) 94 num. Inef!ecuve Flow Sta L Sta R Elev Permanent l%.05 ]76.32 "' 61 54 55 11 Elev sea Elev 7HO 60 06 186 51 77)5 :;os s1 7'15 7740 7715 7710 '17]5 ]"Jf 7710 ]2 n Val 0 Expan ; ' 0 209-05 40 167 240 )48 7710 7710 Oownacream Deo:::k/Roadway Coordinates num• 3 Sta Ill Cord Lo Cord Sta H1 Cord Lo Cnrd 0 77l-J.J6 201.26 7707 26 241-.l~ oo,.nstream andge Cross Secut:n Daca Stauon Elevatwn Data num• 20 Sta Elev Sta Elev Sta 0 7750 17 )4 7745 )4.1 l-42 ]2 9).31 77~5 117 'B 7720 199 87 7702 77 209 /4 7705' 02 > Upstream Embankment s1de slope Downstream Embankment ude slope Max1rnum allowable submergence for ""'r t:lO" Elevatlon at wh1ch weu flo" beg1ns Energy head u5ed 1n spill,.ay des1gn Spillway he1gnt used 1n des1gn We1 r crest shape 0 hcnz ncn: co 1 0 vertlcal 0 vertical o 15 Bnoad c::ened !lumber of Culvens • Culvert Name Shape RISe Cncular fHWA Ch~rt ~ 2 Cc-rrugated Met~l P1pe Culverc fHWA Scale • 2 Mitered to conform to slope Soluuon Craen~ • H1ghest u.s. EG Culvert Upstrm D1st: Length Top n Bottom n 5 18.5 024 024 Upstream ElevatiOn 7705 -• Centerline Statton • 202 55 no..,nsrream Elevauon 7702 77 Centerline Staricn • 199 87 CUL'I~RT#1 ' Depth Blocked 0 Enrnnce ~css coer E".x1t 7 2 CROSS S~CTION RIVER· Reach #2 Car~er Canyon REACH um.rr Descr>ptlon. XSecuon Do"nstream o! Culven ~ l l Station E•evauon Data 20 SU Elev Sta £lev Sta Elev 0 7750 93-ll 7725 199.81 7702.77 285.04 7715 M-•nmng's n Values Sta n Val 0 0 l7 117 209 lll '4 09 7745 77<0 74 7105 0:< 47 7720 Sta 189.29 num• n Val 0 )<.1 H2 32 209 7", 135_19 7705 7725 "' n val 0 209' 74 7740 771~ Bank. Sta Left Right Lengths: Lett cnannel 86 19 63 30 189.29 209 74 lnef!ecove Flc~ot numSta L Sta R Elev Permanent 0 l-81 97 7706 52 217 77 409.15 7706.5~ }70, H 7~30 Sta ' l :;s 185 29 ;49 0 409.15 Right b6_]5 Cue[! CU\tr St~ 50-~' :.;s ss 2LB l~ Elev "77 j 5 n1o 7'~6 14 E:ev 77]0 7705 77\0 77]5 ' CROSS SECTION Page 9 of 14 ~oss Coef RIVER, Reach #2 REACH: Caner Canyon liS: 1B15 !NPUT Descnptlcn: XSn Upstre~m oE St~tion ~levatlon Oara numSta Elev Sta E~ev 0 7750 17.02 7745 77.31 7725 7720 93 .• s 192.76 7700' 01 193 _77 7694 225.4 7702.16 m 7705 77)0 7725 m 388' 5 Mannwg" a "' 0 "" n Values n val Stca 0 192.76 Cul·~ert 10 ~ n St~ Elev 7740 7715 7694 .8) 306.27 7710 ~3.17 112 .l " ''" " num• n Val 0 '" '" H Elev 7735 7710 7700 n 331 .89 '715 "" 46 .S2 "' "" '" Elev 7730 173.55 7705 L04 H 7701.% 77~0 355' 86 " "'" n Val 0 Bank Sta · Left R1ght ~engtha: Leh Channel 1n.16 204.34 71 48 76' 69 Ine!!ectlve ?lo" numSta L Sta R Elev 0 193.39 7700 04 200 61 4].9.36 7699.99 Cce!! Contr R1ght 51 .22 Expan. ' ' CULVERT R!VF.R: Reach 12 REACH, Caner Canyon RS: 1807.5 INPUT Descnpuon: Culvert no D>stance from llpscream XS 7.6J DecX/Roadway l•lldth 67 We>r Coeffle>erlt 1.1 \Jpstream Deck/Roadvay Coordwates ' Sta Ki Cord l.c Cord 1977699-61) Sta H1 Cord Lo Cord 1877700 1.1) Upstream Bndge Cross Secuon Data Statlon Elevauon Data num• £lev Elev Elev 7"150 0 17-02 7745 7'•o 77 _)1 7725 9].45 7715 7"J20 11.2.1 132.76 7700.01 193 _77 7694 7694 225 _4 7702.16 2'8 .01 77lO 7705 306' 27 JBB_ S 7725 419. ]6 7730 " " '"," '" "' .. " ''" Mann1ng•s n Values Sta n val Sta 0 192.76 n Val o Sta 204 H Bank Sta, Left Jhght CoeU Conn 19:2.76 204.}4 !ne!!eCtl-V~ Flo" numSta L Sta R Elev Permanent 0 193 39 7700.04 200.61 U9 J6 7699.99 Sta Hl Cord Lo Cord 20"l7700' 1 \J '" Elev 150.36 7710 7700' 02 7715 "" '"' m " " 77)5 '" Elev 77)0 61.54 l7J .55 7705 H 7701 % )55. 86 77:20 '"' n Val 0 E>46 .72 7631 '98 m 275.8 7705 7695 3G: 7700 ]20.]] 408 _] 7720 '" '" ""' '" ' " Mann>ng• s n Values Sta n Val Sta 0 0 ;116.75 K1ght Banl< Sta· Left :ll6 '75 301 J6 lneffecuve Plow nurn. Sta !.. Sta R Elev 0 226 7697 278 408.) 7697 n V~l Sta 0 301 06 co~tf n Sr.a Elev 771] 88' 1) 181.91 7698 249 73 7691 '98 7710 m " . Elev 7710 ; ; 7698.24 ]b1 7691 771S '" 'J~l 0 Caner E".xpan ' ' Perman~nt F Upstream Embankment s1de slope houz Do...,sueam Embankment Slde slope honz MaJt>mum allc,.able submergence for we1r flow.95 Elevat1on ot wh>ch wur !lov beg1ns 7696.49 Energy head used 111 ap>llway des1gn Sp1ll"'ay he1gtlt used 1n dee•gn 'lien cresr shape Bnad Crested Number of Culverts • "' "'" " "' '" " to l to 0 verc1cal verucal 0 1 Culvert Name Shape R1se Span CU!..VERTH Arch 3 5SJ 5 331 FHt,!A Chart ~ 41- 1\rch; Ce>nugated metal FHIIA Scale ~ 90 Degree headwall Soluocn Cntena • Hlghest U.S_ EG Culvert Upstrrn D1st Length Top n Bottom n 7 6J 65 O~i 024 \Jpstream Elevaucn "1~95 03 Downst~e~m Elevaucn 7691 94 Centerline Sr.aucn Depth BlGc'ked 0 Entrance Loss Coef E:nt LGSS Coet 1 250 CROSS SECTION RIVER. R~ach ~2 REACH Caner Canyon INPUT Page 10 of 14 Descnptlon: XSecnon Downs~ream of Culven no Sr:atlon Elevation Data num• 21 Sta Elev Sta E1ev Sta Elev 0 7720 IH.O 7709.38 229.677695.657 275.8 7695 408.] 77<0 56.76 7715.16 156.71 7705 ~Jl-7 7695 30l.C6 11oo Manntng' s n Values Sta n Val 0 0 Sr:a Rtght 216.75 301.06 lnef~ective Sta L 0 278 c~oSS rmm• n Val 216.75 Bank Sta, Left How Sta R Elev 226 408 .) 7697 7697 71.13 7715 173.25 7700 246.72 7691' 98 12o.n 11o5 '" ]01 '06 ' Sta 88 181 249 339 Elev 13 771] S1 7698-81 73 "l69l_9S 01 77D S~;; 134 216 25:1 361 Elev 29 n10 75 7698 24 61 7691.93 il6 7715 n val 0 Lengths, Left Channel Rtght 65 85 50.16 52 C:oeff Contr. Ex~an. ' Permanent ~ F SECTION RIVERo Reach ~2 REACH Carter Canyon RS' 1795 INPUT Oescn~tlon, Statton Elevanon Data num• Sta £l~v s~a 8lev 0 7715 %.45 7"'10 178 06 7698.74 :n~ 12 7698 22 289 49 4JJ H 7690 7715 055 Bank Sta· Left 25)_66 Sta Elev 319 S6 457.87 7695 7720 St3 n Val Sta n Val 253.H 045 289.49 .055 Manntng•s n Values Sta n Val 0 " 154 09 7708.76 230 02 7695 ]40 OS 7700 '" 165.68 25] 66 ]57 65 Etev 7705 7690 7705 Coeff Contr Pight Lengths. Left Channel R1ght 289.49 71.79 66 12 68.66 Sea E:ev 175.71 7700 27: 74 7686 '94 <01 -•5 7710 Ex pan ' CROSS SECTION Rl"JER: Reach ~2 REACH· Caner Canyon RS: 1790 !NPUT Descrtption Statton Elevat•on Data Sta Elev Sta 7700 7685 7700 257.35 392.25 Manning's n Values Sta n Val 0 055 Sta 257.]5 Bank Stao Left R•ght ~5 300.64 257 "Sta e:;ev Elev 196.65 7697.57 300.64 7685 451.89 7710 155-98 7700 n5.8B 7691 :n 42< .5 7705 nurnn Val .045 "• ]00.64 Sta Elev 209 -13 7695 ]31 91 76,0 485.1, 77H.99 Sta Elev 232.88 ]61 89 485 37 7690 7695 7715 n Val "' Lengr:hso Left Channel Right 163.71 165.52 J?]_lJ Coeff Contr Ex pan ' ' CROSS SEC"UON RIVER, Reach ~2 REACH· Carter Canyon RS. INPUT Descnpt>on· Station ElevaLton Data Sta Elev Sta 0 7690 HO.lJ 7670.55 282 71. 7680 .055 Bank Sta Elev 14 55 145.48 )24 .52 7685 7670 7685 Sta n V,.l 04S Manning's n Values Sta n Val a 1790 140.13 " Sta Elev 23 27 7680 172.45 7667.42 ]63 05 7690 Sta 196.61 Elev "' Sta Elev 39 36 7670 58 248' ll 7675 31.87 196' 61 7675 7670 Ccetf Contr n Val o5s Lefc Right Lengths: c.eft Channel Right 140.13 196.61 150.3 149 38 H4.77 Ex pan ·' ' CROSS SECTION RIVER· Reach •2 REACH· caner Canyon RS, 1770 INPUT Descnpt IOn Station Elevation Data Sta Elev Sta numElev 52 98 7664 'll 120 s; 7654.95 271 '01 7670 7Q_45 7660 HJ •s 7657.!7 " Sta Manning's n Values sea n Val St; o;; m '" . 055 Culvert m m 0<; 0 Culvert Culven . 045 m m O<; .055 .055 o;; '" '" .ass m m SUMMARY OF REACH LE.NGT"iS R>ver ~dth lftl Carter c,.nyc·I'. Canyon re Pcst-F1re 239 00 666 00 7907 53 7907 53 7910 07 791.1 u 7910 61 7912 10 0. 019184 0. 016657 7876 51 7S7S 77 0 022039 0 009]2'l " " "" ' "" Canyc·n Caner Canyon ;ggo Car~er Canyc·n Caner Cany<;;n 11BO caner C~nycn Carter Canyon 1970 HlO Pre-F1re ~cst-fne ::J8 oo 666 00 'l8'11 91 'l87l 91 7875 5., 7978 03 7875 s; 7878 OJ Can~r Canyc•n caner Canyon 1%0 1960 Pr~- F.re Pcst-flH 660 re 239 00 666 00 7'17] 91 7773 91 7777 '1778 •a n 77'1'1 40 7778 92 7778 23 7779 54 ~ ns oo n~o 7948 07 0 " 0 " ,,. 4C H 44 :!6 1.01 )'l 93 46 67 30 59 ;oo. 79 l6 68 68 6t ~2 74 54 82 33 04 98 l4 n 31 24 H <4 J1 67 <6 36 1..01 0 022040 0 009720 32 51 lOB 28 19 97 87 99 1.01 0.69 2-13 !2'1 90 16 73 3-1 90.71 0.22 28 20 2l H Caner Canycn Caner Canycn 13< Pre-Fne PCSt-Lre 666 00 '1764 5g 776-1 59 7770 ~Q 7771 40 '7701 '1S bre 666 00 7730 96 7730 96 77l3 g .60 7735 76 77)6 .4] 0 C12P8 0 007597 ' 77:15 09 7726 n 7725 09 'l726 n 772S.87 7727 71 0 007820 0043H '" 33 57 102 .i1 21 90 69 3-1 77\3 01 1713 01 7'1!? H n1s n 7715 92 77l'l H 'l7l'l 87 77la ;19 0 000503 0 001734 ; 117 O'l 183 '47 58 51 80 95 :ns oo 666 00 7'109' 9b 7709 96 7'll3 09 'l714 .Sl 77ll 09 77H S3 77].3 88 7715 79 0 007"56 0 005583 oo 7705 60 7'105 60 7710 57 77ll. S7 "1709 61 771.0' 01 'l'llO 7-1 7'lll 89 7705.52 7705' 52 7706 77 "'~~ :.1: 00 H .. B Pre- F1re 0.23 0. 39 H 88 .OJ, 21 31 47 27 0.000255 0.000763 ... 33.34 " '" l-12 64 207 6'l 60 38 69.52 u 7706.21 7707 70 c 021851 0 012855 6.E5 7.-15 36' 11 '19<1 3l. 26 0' 92 0 006602 0 014133 52 5s 93.68 15 37 49 55 H JS 16 86 27 31.6:! 6.40 8 28 37 lS 82 42 29 '51 4) 32 36 i!) 83 96 29 08 4J 89 40.99 9l 92 40 30 60 45 51 18 51 )) 6i 09 J~:s Can~r Canyon Carter Canyon 1820 1820 Pre-Fne Post- f:re 2)8 00 666 00 7702.77 7'l02 'l7 '1006 77 Caner Canyon Caner Canyon 1815 lSlS Pre-FHe PWSt-Flre 2H 00 666 00 7694 82 7694 82 7701 l? 'l702 55 7'l02 55 77Ul 52 7703 4J Caner Canyon JS07 5 Cart~r Canyon Carter Canycn 1800 1900 Pre-fue Post·Flre 238 00 666 00 7691 98 7691 98 7694 01 7695. 24 7694 Ol 7695. 24 7694.62 76% 16 0.0)6080 0. 03llSO Caner Canyon Caner Canycn J'l95 1795 Pre re 7f7l 29 030457 025721 Caner 2anycn Carter Canyon 1770 1'170 Pre-FHe Pest fue 2JB 00 606 00 7656 61 7657' 52 7657 09 7659 :!l 0 020016 0 CL0006 cu:vert Ta~1e Culv~rt Peach Culv Vel DS 765-1 7654 95 :)5 7656 7E 7f~'l' b5 ' "' 5 91 '" 102 8] E ~ US ~ s us lftl 50. 60 .5 0 " 1.00 l. 00 46.40 r_; JC E 8 lfre 7717 CULVERT# I ~ost-~ae 771~ 1825 CULVERHl Pr<'· FJ-r<' 7'10 1B25 CUL'IERT-1 ~ost-Flre 7711 CULVERTU Pre-F1re 7701 CULVERn1 ~ost·Flte 770} •" " "' Caner Canyon 1845 7-87 Carter Canyon 1845 10._57 10.57 '" Can<'r Canyon 7' 45 16 _se Caner Canyon ll-13 u " Caner canyon 1807 10' 41 Caner Canyon 1807 1:1_ 53 15 -6:l " '" " " 7758 " 7758 7741 '" 77tl '' 7742 " "' " " " " " " 775~ " 7756 " 7741 " "' 11n 77\7 H 7717 7718 nn.oo " 77H " " "' " 7740 7742 7'10 " 'Jl10.02 7709 7711 ·"' 7711 7709 '1'101 02 7701 7703 37 7702 7710 77Jl 7701 770< " " " " ;; , Page 14 of 14 7717 ,, 7740 "' 7716 .,'" 7716 " " " " 7699 " 7699.62 "' " m " "' " ;; " "" "" " " "' "u "' ,, , :15 "' " H n '" 6.62 193 .2] 4. 70 "' " ,, " " " " "' " ]. 89 :85 " •, 7 _17 7 _]l HEC-RAS OUTPUT SABINO CREEK (10-YEAR) ~EC·AAS Ve~uon J.l.l May 200J u.s. Army :10-rp o! Eng1neers Hydrolcg'c Eng1neenng Center 609 Seccnd Street, Su>te D oav1s, cal1forn'" 95616 4687 19161 756·1l0i <= XXXll..XJI ~~ ' ' ' ==>' ' "" ' ' ''xxxxxx ' xxxx ' ' => = xxxx ~ ' ' 'xxxxxx "" ' ' ' xxxx.~ PROJECT DATA Pro)ect Tnle· Summerhaven Fr<>)ect l'"lle SABlNQ CANYON C!i.EEK pq ~un one and T'"'"' 12/19/2003 Jl,L3,i3 I;M Frqect 1n Engl1sh un1cs Frc)ect Descr1pt10n Sab1no Canyon Pt.MI DATA 10 year ~vent SCS T)'l'e l p,\Flrna_County_DOT_FC\SummerhavenoHydrolcgy and Hydraul!Ls•HEC-AAS·SAeltlO CANYON :oEEK pCJ Plan THle Plan f"1le Geometry T'tle Geometry !': l e Ed1ted Geometr:y p' I Plma_County_OOT_FC\Summerhaven\Hydrology and Hydrau ll csl HEC- KA~" Flc·w THle Flew F1le 10 year SCS Type I event p \Plma_County_DOT_FC\Summerhaven\Hydrclogy KA~\SABHW Phn ~ummary lnfcrmatoC·tl /-lumber of Cress Sectl:on Opt lens Cnucal depth <;:cmputed o;nly where neceSSdry Conveyance Calculatlcm Method At breaks 1n n values Otlly Fnctlon Slcpe Method· Aver;;ge Convey~nce Computational Flo" lno "" "" ~each ~ Reach Reach Reach Reach Reach 1 S~bono ~1 ~ event ~.\Plma_Coutlty_DOT_FC\Surnmerhaven\Hydrology Canyon Canyon canyon Canyon Canyon Sab>no C~nyon Sab1no Canycn 1 '" and HydraullCS\HEC-AAS\SABINC CANYON C~EEY f~; Fne Post "" "' SOOG ,930 p,,., )22 129 1<7 4790 '"' m m ,, """ '" '" '"" H80 4560 4510 ,]70 \076 "' Boundary Cond1L1ons Reach Prcf1le Sal':n~ Pre-F1re Post· P1 re Canyon Sab:nc Canyon lJpstream Nc-rmal Nu-mal S • 0 01565 0 01';60 GEOMETRY DATA Ed1ted Ge~·m~~ry p'\Flr:oa_Ctounty_DOT_FC\Summertlaven\Hydrclcgy and Hyd~aullcs''HEC·RA~'SABlNO CANYON C!i~EY 30; Geometry Tltle Geometry F1le CROSS SECTION R1V£1< REACH ,... 11 ~~ach Sab1nc C~nycn INPUT Descnpt 1on Stanon Elevaticn Data Sta Elev 90}0 0 4~ .49 800'; '" 96 .8} 798~ ~Q\.2'; '" " " " """ "' 7985 280.24 8002- ';2 Mann1ng' s " Values H~ 206 Z88 num• Elev ~025 8000 7980 l98o>.3! 8005 .."" """ St~ 15] 221 '" '"' "" Elev 9020 799S 7976-07 7990 8010 Sta ]] .2 Elev 801'; 7990 " 'l980 243 7995 m BOIS '" """' " ~ta '" 37 8~ '6-l JJO- 'oil 267 )]7 _7 " E:ev 8010 7980 7982.5; 8000 8020 Page I of 34 Sta n Val a an San~ Sta H2.H Sta· Left H<.4l R1ght 59 n '/al 045 Lengths 16~ Sta 169.59 n Vai 05'J Left Channel 290.23 292.32 R:ght 28>.78 Coen Contr ' CROSS S£CT!CN RIVER Reach U REACHo Sab1no Canyght 199 47 195.12 Coe!E Ccntr Expan ' ' CROSS SECTION RIVE!i. Reach ~1 REACH· SabinO Canycn INPUT D~scnptwn St~tJCn Elevatwn Gat. a Elev 7990 8.68 47_07 n.n 7965 112.04 7940 101 18 195.1) 7928.24 239.1 27L9 7915 282.9 309' 34 7970 322 .98 num• Elev 7985 7960 7935 7930 7950 1975 Mann1ng•s n Values Sea n Val Sta 0 OJJ 158.H n Val Sta 0 Bank Sta "" Left 1.58 34 ~lght '" Sta Elev 16.46 7980 57 44 7955 128 04 79)2 '69 256. )6 7930 _6 288.87 ?955 )39 .)9 7990 Lengchs 1.95' lJ n Sta 195.13 ~45 Left 109.28 "' 24-l. 76 _4] 158 34 264.61 ns.J Elev 7975 7950 79}0 7935 7960 Sta Jl 6) 96.26 I69.JJ 270 84 30L -~4 Elev 7970 7945 ;n;_n 7HO 79h5 va~ 055 -~n~~ne1 R<<:~ht JIO 18 ll6.2 Coeff Contr ' Ex pan ' CROSS SECTION RIVER R~ach REACH Sa!nno Canyon ~1 RS · 1955 INPUT D~scrng's Sta 0 18: D~ 792I.25 :<38 8:• 7945 u7.H 1no.6:J 224.8 7HO Values n Val s~a 013 105.78 ~ta n Val 045 7925 7950 79]0 7955 199 43 2H 83 n val 055 1:0<.13 Bank Sta, Left R1gflt L<'ngtfls Left Channel 105 78 lL6_lJ H 18 J7 93 rneffect•ve Flow numSea L Sta R <:lev Perm~nent 0 106.1 7921 S F U0.6 281.81 792l.5 Rlgflt 31.14 CceU Ccntr Ex pan ' 0 CULVERT RIVER, R<'acn U RF.ACIL Satll no Canyon RS, 4949 INPUT Dlstance !rom Ups~ream XS 4 5 DecX/Ro .. dway Wldtfl :o We1r Coefflnent J 1 Upstream Deck/Roadway :ccrdlnate9 ' sea H, Cord !..o Cord 78_6) 7920.4 Sta H: Ccrd U 1H 7920 4 Ccrd Sta Hl Cot"d LL Cord 150 7920 4 Opstt"eam Sndge Cress Secucn Data Stauon Elevauon Data nurnSta Elev Sta Elev Sta Elev 18 ,, 7955 7965 9' 02 7960 46.22 7HO ~~ -~8 793'; 64 }8 7930 JU7 Gl 7915 ;;;:< 1M-2ve St~ L 120.6 DO""'stream 1<1ght 126.13 n Val 045 ftc~< Sta R 106 1 :i8l.81 Elev 7921 '5 79<1.5 12~ Sta lJ Sta Elev 27 88 7950 1) 76 7925 114 55 7915.09 186 68 79<5 252 79 7950 37 81 ll9 199 266 Sta £lev 05 79~5 27 7920- :>~ 6;;; 7915 lG 43 ~930 93 7955 n Val 055 Ex pan 0 ' Permanent ' Dec:k/Rcad .. ay Coord> nates ' Sta H1 Cord Lo Cord 83.93 7918 81 DOwnstream Bndge Stat1on Elevat10n Sta Elev 0 7970 4:2 36 7945 85 59 '920 1)0 49 791).~5 187 79 79:11 "" 7945 2 'l5 :no 214 l8 7940 326 64 7965 77 n n val oss ~xpan 0 Hl.B Upstream Emoankm~nt s1de slope oc .. nscream Embankment s•de slope Maxlmum allowable submergence for we>r Elevatlon at wf\1ch wur flo~o~ beg1nS En~rgy h<'ad used 1n sp1ll~o~ay des1gn Sp> ll~o~ay fle1gflt used 1n d<'Slgn Wen crest shape Numbet" of Culverts • ~c flo~< • 0 horu 0 flonz 95 to l. 0 veq,cal to 0 veruca: Broad crested 2 Culvert Nam<' Span Shape R1se CULVERH1 Cnclllar PHWA :hart I :;: Corrugated Metal Plpe Culvert FHWA Scale 1 1 Headwall Solutlcon Cr.t~r>a • Hlgflest; U S EG Culvert Upstt"m Dlst Length Tcp n Bcuom n 45 20 .024 024 Upstream Elevatlcn • 7915.29 Center;lne Staucn • ll:O l 0olo'nstre3m Elevatlon • 7913 0 :ented1ne Staoc-n • 1:e 9J ' Culvert Name Shape ~1se SFan CULVERT#< cncular .< FHWA Chart ~ -.=crrugat~d Metal P1pe C.,lverr FHHA scale ~ H~ad .. all Solut1Ln C"nter1~ • 'l>ghest U ~- EG Culven Upst~m D1~t Length Tcp n "Ottom n 4, 5 cn. 7~15.42 C~nterl1n~ Statwn • 1;5 Downstream El.,vatlcn • 7913 ~ Depth 3lockcd 0 ~nlLar.ce Loss Cvef 5 E:8.59 1\6 77 7918.95 U3.47 7913.52 134.38 79l5 :95.75 "1925 :107. B4 7930 267.1.7 "1950 28"1. 05 7955 Sta 1l6.n R>ght 143.93 numn Val '" n 1.0.93 "' Leng~hs· Le!~ !00.6< Sta Elev 20 ]4 7955 69 77 7930 1~6 79 79:5 H"l 9"j 7919 16 :<20 1.9 7915 306 35 7ght Bl.56 2ce [ f Cont r ' Ex pan ' CROSS SECTION RIVER, Reach ~1 RF.IlCI!· Sab>no Canyon INPUT Descnpt>on Stat1on F;l.evat>on Sta Elev 0 7990 ]9]9 7965 75.92 7940 117.47 7915 181. 71 7910 277.63 HJS 364 .39 7960 RS · 4940 Data Sta Elev 12 ]7 7965 46 02 7960 84 24 7935 118 25 7914.55 204 89 7915 293 54 7940 382 07 7965 Mann1ng's n Values Sta n val Sta 0 Oil !60.69 num• n 'lal Bank Sta. Left 160.69 Lengt.hs R>ght 181.71 "' " Sta 19 '16 52 67 9<.56 14-1 77 2:16.01 307 . .<6 "' HI 71 Elev 7990 7955 7930 79H.5~ 7920 7945 Sta E'-ev 1910 67 67 79,~ !09 :7 7920 1.69. 9-1 7907.29 260 29 7930 H1.Bl 7955 "' :n s2 26 l.) S9 87 100.84 160.69 242 77 321.97 n Val "' Left Channel H3.11 200.29 R>ght. :<06.49 Cc·eff Cclo Canyon :INPUT oescr>pt>on' XSEC Statwn Elev,.t>on S~a Elev 0 7990 38.84 7965 12.28 79-10 109.6] 791.5 15]. ]5 7999.17 187.)3 7687.72 ne.39 nos 3:<1.17 7930 RS S:xpan 4930 upstream cf c·.,lvert • 17 Data 40 Sta Elev St.a Elev 1.0.2 7985 19 la 7980 51 8] 7955 -IS 32 7960 87. )3 7930 79.93 7935 . l5 8 7905 116 6E 7910 1~8.77 7991. 05 7895 175.42 198.4 7B9! 05 190.82 7995 7915 246.25 791.0 263. S7 ) 4 , 09 "1937.27 HO H 7935 Mann;ng•s n Values Sta n Val Sta 0 0 175 .t2 num. n Val Bank Sta. Left R>ght 1.75.42 190 S2 Inetfectlv~ Flow Sta L Sta R Elev 0 1.78 85 7886 34 \99 85 ]78.66 7886.34 L~ngths " St~ n Val 1.90.62 0 Lett Channel 35 99 Sta £lev n 7975 56 "ji 7950 94 96 79<5 JJ1.96 7:100 lSO 55 7887 89 203 47 7698 35 <81 84 79<0 167 86 79]7 89 2s Sta £Jev 32 35 7970 64 86 7945 102 l 79:<0 136.06 7898.73 184 Ll 7~95.96 209 94 300 86 378.66 R>ght 37.79 31.3 Permaneno F C"JL'IERT RIVER, Reach #I REACI!· Sab;no Ca<1yon RS· 4925 lNPUT D"scnpt>on' Culvert U7 Dlstance from Upstream XS Deck/Road,.ay lO>dth 1.8 We>r Coe!flctent ; 1 Upstream Oeck/Rcad..-ay Cooni>nanates Page 4 of 34 Sta K1 Cord Lo Cord 120 78~0' J 200 7890' 12 St;a lh Cord Lo Cord 130 7898 )5 Downstream Bndge Cross Sectlon Data Staoon f.l~vauon Data num39 Sta Elev Sta Elev St3 0 n. 68 76.H 115.59 158' 84 188.4 255' 89 lH 75 7985 7960 7935 7910 7895 7886 67 79:1.0 7935 9 45 84 12> !79 57 35 lJ 189 12 27;.71 J54,74 7980 7955 7930 7905 7889.65 7889.t7 7915 1937.24 Sta n val 119 l3 0 Mann>ng's n Values Sta n Val 0 0 Bank Sta, Letc R1gllt 179.13 189 IneUecU'Je Flow Sta L Sta R Q 200 l7 sa Cceff 7B~C _H Elev Sta Elev 24.03 59' 7 7970 7945 7920 7996 12 7B86 .32 7900 7925 7940 st 3 la9 l2 100 _;;g D7 .:i 181 27 21.8.76 305.6 )69.75 Sta Ele" } l 4J 7%5 68 04 7HO 107 92 7915 ISS .49 7895.55 Ll5' 55 7884-74 :D7 9 7905 324 n 7930 n Val 0 C~ntr Ex pan ' ' n\,m• E:ev Permanent ' Upsneam Embankment s1de slope Downstream Embankment sid~ slope Max1mum allowable submergence for"'"" Elevauon at winch "eir flow beg1ns Energy bead used 1n sp>Jlway deugn Sp1llway height used 1n des1gn Wen crest shape Humber of Culvens - 160 16.69 7975 s2. 8 7950 n .6 7925 l3l l4 7900 181 27 7887-19 200 69 7895 :288 67 7920 380 58 79)7.21 u 171.84 7884.69 J89.75 7884.69 sra K1 Corel Lo Cord honz l vert1cal 0 'Jeruca! 0 :c 3 hcru no~< " Broad CTestecl 1 Culven ~arne Shape R>Se Span CULVERT.! C> rcular FHWA Chart # 2 Conugatecl Metal ~1pe Culven FKWA Scale # 2 Mnered to conform to slope Solauon Cntena • Kighest U.S. EG Culvert Upstrm Dl5t length Top n Bouom n 6 22 .024 OZ4 upstream Elevation • 7886 34 ' Downstream Elevation 7884.69 Centecl>ne Statlon - DeptM i>loclon Data J9 Sta Elev Sta Elev Sta Elev 0 7985 68 7960 76_)4 79J5 ll5.59 7910 158' 8l 7895 188 4 7886 67 255.89 7~10 JH, 75 7S35 Js l7 7980 45 as 7955 84.57 79JO 123.35 7905 179_1) 7889 65 lS9.l2 7889.0 :n~ 71. 1ns 354 _71 79:)7' 24 181.27 200 69 :188 07 380.58 7975 '950 7925 7900 7887.19 7895 7920 7937.21 r. val 0 Sta n Val 189.1.2 0 Manmng' 9 n Values Sta n Val 0 8ar.~ 0 Sea 179.13 Sta· Left R1ght l79.ll 189.12 lnetfectl'-'e Flow Sta L Sta R 0 200 CROSS Elev l6 69 '\2. a 9< 6 lll-l~ LengtMs Left CMannel 89 2 95- 09 Sta sr.a Elev Elev 04. OJ 7970 59.7 7H5 100.29 7920 1)7 2 7896 12 181.27 7886.32 218 76 7~00 305 6 7925 ]89.75 7940 3: 4] 79~5 68 '04 7940 107 92 7915 155 ~9 7895 55 185 55 7884-74 2)7.9 7905 J24- 29 79}0 R•ght Cont~. Coeff 39-2 ~ Expan ' Permanent 171.84 78S4 69 389.75 7884.69 S~CT!ON RIVERo Reach ~1 REAC!l SabH!O Canyon liiPUT DesCr>pt>on· St.auon Elevaoon Oata Sta Elev Sta 0 35 H so 2i lght 167 98 205-~8 Elev Elev 7970 7945 LengtMs 96 OS lJ6 .8 223 0:< Jl.8 22 7965 794G 7915 7391.8 7895 7920 "' n Val 0 14 12 54 OB 205' 48 Le:t CMannel H2 99 229 2 Sta Elev 21.1) 7960 6) lJ 79]5 103 '85 7910 162 s 7890-92 241 18 7900 BO.OJ 7925 Sta 28 12 ;: 7] 112 7: 167 98 21iO oa J52 QS R>ght L09_.n CROSS SECT;ON RIVER REACH Lon ElevatiOn Data Page 5 of 34 Sta Elev 0 7945 47 76 7920 86 67 7895 171 4B 7876.87 200 13 7971 '16 275 1s9s 336.22 7920 n Manrnng•s n Values su a Val 0 0 Bank Sta: Left 179.79 . '" " 55 C6 95 65 179.79 209.78 297.41 350.49 Sta 179.79 R>ght 209.78 Elev 7940 7915 7690 7875 7875 7900 7925 n Val E1ev 7935 7910 OJ 7885 lS 7971 16 29 7880 298 790s 364. s 7930 11 62 105 193 228 Sta 24 29 n Sta 209.78 0 Sta ~lev 29 38 7930 70 05 7905 :14 41 7880 :95 J3 7869.13 2-17' 26 7885 311.4 7910 379.29 7935 Sta 56 Elo>v 7925 77 87 7~00 ]9 H9.95 7877.12 198 51 7869.05 264 39 7890 l23 73 7915 39] 38 7940 n val 0 Lengtbs: Lett Channel 163.32 15:2.05 R1ght 152.08 Coe(f Contr CROSS SEC"riON RIVER: Reac:h U RE.\CI!: Sabwo Canyon RS· 4890 !N~U'I" Desc:npt1oo: XSEC Statlon ~levauon Sta ~lev 0 7955 29.86 7935 69.89 7910 126 76 7885 176 85 7867.:21 229.26 7860.15 287.28 7885 349 16 7910 409.76 7935 Upstream of Culven • 18 Data num• 42 Sta Elev Sta Elev 7945 8.03 7950 15.42 7925 7930 45.48 7900 7905 91.69 111.22 7882.85 139.5 7880 208.12 7867.08 218 l l 7864 82 242 92 7870 233.27 7865' 41 299.H 7890 310 69 7895 3&2 25 7915 374 81 79:20 422.59 Manning's n Values Sta o Val Sta o 013 2oa .12 numn V~l Bank Sta· Lett R1ght 208.12 242.92 Ineffectlve Flow Sta L Sta R Elev 0 217.51 7871 51 235.51 422.59 787! 51 Lengtbs, Left Channel 65 94 55 62 Sta 103 43 154 I2 2n n 257 :t5 322 19 386 81 Elev 7940 7920 7895 7875 '860.H 7875 7900 7925 Sta Elev .<8 .I 7936 09 7915 115 24 7890 lOB 79 7870 7860 2<~ 25 7880 2n 4 7905 335 77 ]97 .22 7930 61 34 n Val 055 n l42 045 n '" ss 53 39 ~cght st Coeff Ccnt;r n Expan. ' ~ermanent F CULVERT R!VER REACH Reac:h 11 Sablno Canyon RS, 4885 INPUT Desc:nptlon, Culven U& Dutanc:e from Upstream XS Deck/Road~or Coefficient Upstream Deck/Roadway Coordlnates ' Sta H1 Cord Lo Cord a 787:1.07 Sta Hi Cord 228 7866.51 r.o Cord :ght Coeff Contr 208 :2 242 92 Ineftec:tlve Flo" num• Sta L Sta R Elev Permanent 0 217.51 7671.51 2:,5.51 4U.59 7871.51 ' oo ... nstream Sta Ill Cord Lo Cord Deck/Roadway Coordinates ' Sta 1!1 Cord Lo Cord 175 Cord Lo Cord 228 7965 s~ctlon num• £lev 7950 7930 7905 7882.85 7863 09 24 91 02 11 60 :143 97 780.86 295 55 7885 J5J 78 7910 404 8 79]5 Mann1ng•s n Values Sta n Val Su 0 <22 l Bank Sta: Left R1ght 22.< 3 248 21 ln~ffec:t>ve flow Sta SLa R Elev 0 235.22 7961 n val 0 Sta H1 Cord 260 7965 r.o Cot"d Jata 43 St~ 18.01 58 .<8 109 08 149.4 222.] 248 21 307 06 Elev 7H5 79:15 7~00 417.95 7080 7801.8 7865 7890 7915 7940 Sta 248 :;J n Val 0 364.74 Cueff Conti. ' Sta :i6 61 68.5 7895 16< 7875 22 7861 86 41 7870 H 7895 u 7920 11~.97 235 259 318 375 Elev 7940 1na Sea ~lev 34 66 7936. :t6 78 59 7915 128 92 7890 175 ::s 7670 237 29 7859 27 27l.El 7875 329 €4 7900 385 29 7925 Expan ; l'ermanent F Page 6 of 34 243.97 417.95 7861 Upstr,.am E:mbanlr flow beg 1ns Energy head used 1n spillway design Sp>llway he>ght used 1n des>gn Wea crest shape • Broad Crested to l 0 vert>cal to l.O vert1~al " Number of Culverts • 1 Culvert Name Shape Span CULVERTU Cucular FHHJ\ Chan t ~ Corrugared Metal P1pe Culvert F~HA Scale t 1 Headwal~ Solutlon Cntena • H>ghest u.s. EG Culvert Upstrm D1st Length Top n Bottom n s 19 0:24 0:24 Number o! Barre!s • 2 Upstream nevauon • 7860 Centerline StatiOns Sta Sta 223 5 228 Downstream Elevat10n • 7659.97 Centerl>ne Stations Sta Sta. :2]8 242 Depth Blocked 0 Entrance Loss Coe! c:xa Loss Coe! 5 1 CROSS SECTION RIVE~ o Reach U REACH, Sab>no Canyon ~s, 4880 INPUT Descnptoono XSEC Stat1on Elevauon Sta Elev 0 7955 37 l4 7935 88 77 79'10 1}8 76 7885 lSS 62 7865 243 09 7859.] 283 77 7980 J%0 95 7905 79)0 395 Ol 10 1l 193.66 243 '97 295' 55 J5J _ 79 404 8 Mannlng's n Values Sta n Val 0 Ban~ Sta Sea l R1ght 248 21 Left 2~2_] Lengths 0 Left Channel 120 ]6 !40.56 Ihght 143.52 Coeff Contr ' nurn. Elev 7861 7861 St~ Elev )4 .66 7936 l6 78 59 7915 U9 n 7890 17~ on Statlon Elevauon Data St~ 0 35. lB 89 08 l}l_Ja "' 245 63 285-91 HS.l8 Elev 7935 1910 7885 7865 7851 7875 7900 7925 nurn- Sta £lev '" 79)0 7905 1882.85 7960 7951 7880 7905 79JG 4)- 8 94.94 140.28 ng's n Values Sta n Val Sta 0 0 \9>.66 num• n Val Bank Sta Lengths' C~OSS Right 218 55 Left 19) 66 0 '" Sta Elev lJ 54 7925 54' 9l 7900 100.9 7960 152 JS 7957. 12 <'IB 55 7860 261 55 7885 ]09 Jl 791.0 )64 25 7935 '" Sta ~lev 20.47 7920 27.70 6G.ll 7895 Hl 4 7875 Ul-66 7857.78 227.68 7865 269.55 7890 322.62 791.5 77 _)5 "' 121 .69 95 277 _72 ]34.41 <)6- £lev 7915 7890 7870 7856 7870 78;!5 7S20 n Val 0 2:9.55 Left Channel 86.06 121.02 R>ght 129.77 ~~e!f Contr ' Expan ; SECTION RIV~R · Reach U REACH· Sab1no ·~anyon RS · 4860 INPUT Descnptlon: XSEC 1Jpsuea01 ot Culvert ~ 19 Stauon Oevatlon Data numJJ l< 48 Sl lll Sta 24 88 OJ '19 22< 04 ]]J '05 <:lev 7n5 7900 7980 7855 7841 7800 7880 Sta Elev 1s. 7 192o 56-61 7595 91-EB 7675 144 7 7850.65 : ~7 76U 7865 O 200 OJ 7846 11 259 4 7869-91 :190.4 7S~O St3 Elev B 1 7910 72-3 7885 111 95 7865 18 3 19 784 9 B~ LOE 3} 7850 .<59 51 787C S~a Elev 41.04 7905 '5 66 76B2. as 1J2 09 7860 190 784£ ll eU C:Xpan ; Permanent F Page 7 of34 C\}LVERT I< !VEl< Re;a.c~ ~~CH S~b>nc ~ l Canyon RS. 4855 !NPIJT Descrcpncno Culven U9 D>scance f~cm UpsL~€~m XS Decldth \9 5 Wen Ccef!ICient ~ 6 Upn~e~m Deck/Rcadway Coo~d>nares ~o Sea. H1 Cord la:J 19 7849.88 Coni Sea HI cord Lo 206 :)) 7850 c:o~d 1Jp~tr~~m 9r>ige Cross Sect>on Data Stat1cn Ele•;auon Data Sr.~ Elev Sta Elev Sta. Elev 12 _.;4 1925 a 7 1no :<5 19 79:5 '18 ;JS 7900 56-81 7895 64 57 7890 81 OJ 7880 91.68 7875 101.31 7870 llJ lS 7&55 1H.7 7850 65 176 'J: 7850 7H1 197 7841 :oo.o> 79H.11 7HO 2:;J 18 7H5 259 7869 91 -;sao HJ. s7 390 4 7890 7885 " Manmng's n value~ Sta n Val Sea 1-'"" oJB:J19 ~anO Sta Le!r ~<>ght 1&].19 206.3J lne!tect;ve Flc"' Sta L Sra ~ Elev Li L4 1<10.61 780) 67 :<07 El JSO .4 7S5J 61 DO 7e48.82 Dc-wn~tr~am Sr>dge StatlUI Ele·;~tlGn Sta ~l~v 791S H 08 7890 77.81 7870 lLJ_f;7 7849 5~ 177 7841 207 H 78S5 }~0 26 787:i .94 Coni Cnss Sta 111 Cord Lo Cord 198.1-2 7848_4:) O~Lt1cn C•at;a ~-aca num• Sta ~lev 99 7910 46 67 7885 88 61 7865 !54 95 7848 02 1'19 OB 7843.5~ :<:.:! 51 1859-04 3:.:5.04 7875 35 E1ev Sta 7905 iS 95 49.95 788< '85 7860 99.:23 7845 169 66 7845 179.7 7860 22~ .15 7880 337.24 Manning's n V~lues Sra n val Sta Gl5495 num• n 'ia.l Sta 018812 Ban~ ~>ght Coeff Cunrr 1~ ' Sta Sta ~lev ))_l 7910 72- J 7885 lll l5 7865 183 19 7849.88 206 JJ 7850 259 01 7870 LeEr. !54 95 189 U~stream Emtankm,;nt s1de slo>:e D<:wnsueam EmbanKm~nt scde slope Ma~1mum allowatle su~mergence Eo~ ~oo~e1~ El~·,at.lc·n at '"hlLh "''"r !low begl-nS Energy head ·~sed 1n spl1way design Sp>ll>ght used 1n des•gn ·~,., r- crest shape Number ol Cuherts • 7895 7875 79~0 78'11 78~0 7870 7890 n Val 0 to '. 0 ve~tl<:al '-" 1 0 vertH:al 0 hcr.:.z 0 hen%. ~low E1~v "' • " • Broad Crested 1 Culven Name Shape CULVERnl C1rcular FHWA Chan ~ 2 Ccrrug-ated Metal E'Ipe Culver:: FHWA Scale ~ 1 Headwall Sc·luucn Cntena • H1ghest u.s EG Culven. Upsr_r'D Dlst Lengrh Top n Bouom n 5 :9_5 024 024 Number c! Sanels • llpsueam Elevat1cn, 7841 2 Centerline Staucns .st~ Sta 19} ~5 196 75 Ooio'flsrream Elev~t1cn. 7e4l Cen,erline ~rarH.ns Sta Sta 17}_0, !7<:.6 Blcc~ted Depth 0 Entrance Loss Coef 5 Exit LOSS Coet CROSS SECTION J'alue~ Sta n Val 0 0 )54 Bank Sta Left 154 95 98 67 .,; 8! Cu1verc ij 19 )5 Elev Sta 7905 7910 15 J5 7"~5 49 }5 7882 85 7%5 99..Cil IN<'IJ'r Oesc:r•ptiOn· Stauon Elevation Sta Elev 53 792~ 36 77 7900 67.06 7880 lt:l.ll 7855 ISO 85 7830 :020.15 7835 214 H 7860 ]1].78 7880 36\.65 7900 Data Sta Elev 8 OJ 7nO H 7895 76 n 7875 Hl OJ 7850 158 04 7829 :<6 2l4 67 7840 283 87 7865 ]:;5 99 7885 " Sta 15. l 51 19 i15 89 Elev 7'it5 7E90 7870 7845 no o;: 177 05 7J 7~28 9) ;:4~ 7H~ :;:n 14 7fPO 7090 :lJP :;:;; Sta Elev :;_; .:'3 7910 58 'I 7885 94 7:/ 7H5 l39 OS 7840 190 97 "1826 07 255 'i:i 7850 295 65 7['7;: 57 H5 ]] 789:< 95 Mann1ng•s n values Sta n Val Sta 5' 0 177 OS num- Bank Sta. Left 177 05 Lengthsc Le(t Channel ~Ight 159.0~ H0.08 n V~l Right 203.71 n Sta :<0} 71 0 iS4.S5 Sta £lev 29.54 7905 El.45 7982 85 103.5 7860 ~· 8 05 20.) 7! 264 94 JQl ss 350 34 7835 7830 7855 7875 7995 V~l Cce!f Coner Ex pan ' CROSS SECTION Reach U REACH· Sabtno Canycn RIVER RS HJO INPUT Descnpuon· XSEC Stauon £levat>c·n SUI ~:ev 7910 40 04 JS~5 7~ 51 7875 l:6 67 7850 t6o IJ 1sos 218 66 7820 268 15 7845 1:07 39 1870 J8S 74 789:.9~ Sank D~C~ St~ 8 38 47 ~7 8! 1~5 12 1&7 65 <<8 os 279 :04 :)41 :04 39;: 84 Sta 0 n Values n Val S(a 0 191 ,., St~ Left M~nn1ng•s d Cwlven ~ :o num43 Elev ··a ~lev 7H5 16 H 7910 789G 55 02 788~ 7870 90 ;: 7865 7~45 13} 7 7840 7fl~l.DJ 191 :n 78<2 32 78~5 ne 01 ;sJo "16':G :0:9< Ol 7~55 Cf70 .!5'0 2} 71;80 ~o"o •o< eo 7'o0 Upstre~m n va: 0 Sed <18 f< n Lengt ns L~(t Channel 48 05 40 1~1.27 Sta El~v 24 :" 7905 59 788<. 85 99 03 7HO 142 49 78}5 19E 41 7~ Cord Lo Ccrd 166.73 78:<.< Do"'nstream Bndge StatJ.~·n Elevatlon Sta Elev 0 7929 7 36.H 7905 68.5] 7682 ~5 108.74 ?gto 149.77 7835 ;104 17 7818 8} 256 33 7825 }11.96 7850 C~ 368 ·~ 7%5 St~ elev 7900 75 7880 ]Q7. 9 7855 151 32 7830 207.67 7815.02 258 <9 7840 ]15 79 7865 391.j 7890 ]2 14 6]. " Val o Sta O::d8H Bank Sta Sta E:~v 24 7905 59 7382 ~5 99 0) 7SEO H:< 49 7835 196 ght ~H 86 :<04.17 Coelf Contr. ; 408 J:< 78~0 '115.48 7~9:< 'J5 0 £xpan ; 1net!ecuve now Sta L 0 232.34 El~v Sta R 219 H H9 52 Permanent 7815 7815 tlpnr~am gmbankment Slde slope 0 hono Do.,nstream Efllban~ment Slde slope 0 horn Maumum allowable subme:rgence for welr flo" • 95 ElevatlOn at wh1ch wea !low begl'lS Energy head used 1n spillway des>gn Sp>llway he1ght used 1n des•gn \olen cast shape Broad trestod Number ot Culverts • 1 Culvert Name Shape Rue Span CULV£RHl ; Arch FHWA Chan ~ U· Arch; Ccrrugated metal FH\oiA Scale ~ 90 Degi"ee headwail Soluucn Crnena • H1ghest u.s. EG Culvert Upstrm Dlst Length Top n Bottom n 6 ~0 024 024 Number d llanels • 2 Upst:I"~ilm Elevation • 7816 6 Centerline Staucns Sta Sta 204 11 ~ll ll Dcwnstream Cenr~rl1ne Sta 222 J'l l 0 vertical l 0 v"rucal • ~levatwn. D~pth BlcckeC 0 En"ance Lee; Ccet 0 Sxn Lwss Ccet 7812.~8 Stat lens Sta ns J'l CROSS SECTION RJVE~ Feach -1 RFACH SalolilC Canycn ltiPlJT DescnptiC>no XSEC Statlon Elevation Sta Elev 0 7929.7 J6 44 7905 ~8 53 78~2-85 108 74 7860 149 77 78J5 204 17 7818.8] J:l 78~5 Jll 96 ]'ll.ll 7850 7875 7895 2~6 419 5.£ Manmng•s n Sta sr.a Ob H 91 0:< 133 5~ 233 289 Hl 408 04 81 09 J2 Elev Sta 28 '11' £5 f 99 11 Hl 71 7910 '11;85 7&65 7840 1 '" 4'1 1e2o 244 H !Ol 11 !57 Q4 no H '1820 7845 7870 7e92.'i5 Valu~s n Val o o Left 204 _17 Bani< Sta Dcwnstr.,am 865 4E7 4J 7890 R::.ght }]5.00 Ex pan CROSS SECTION R!VER Reach ~1 REACH. Sabine Canyon ~s, 4800 INPlJT D~scnptas Ler1gths Rlght JH.87 n val. Sta 3H.87 OJ Lelt c;hannel 128 l. 88.46 R1ght 74.01 Cceff Cc-ntr Ex pan ' ; Sta 48 0 Elev 7810 C:ROSS SECTION iliVER R£ACH R~ach ~l. Sablno Canyon RS, 4790 l!IP\IT o~scron tlevaoon Sta £lev 0 7830 6:l.09 7805 126_)1 -793 96 2~8.48 7777 01 28!- 8 7795 326.22 7820 365. 7] 7845 4l.l. .1 7865 8ata Sta 9.57 76-58 220.18 249.23 290.96 334 52 ]7]. 77 426. BJ Mann1ng's n Value~ Sta n Val Sta 0 0220.18 Bani< Sta · Left 7e2~ Elev 7820 7795 7790 7780 7805 78]0 7855 '"' 7900 9201 nso 2e 225 05 251' J6 299 83 7778,, 7800 78L5 7850 7870 ]42 .45 l82 34 106 245 261 JOB 350 38] Sta E:ev 65 7815 % 7790 15 7778_22 lJ 7785 76 1810 26 7~35 09 7855 '15 121 OS 7795 :245 97 7777 Ol 7-,~0 <71.-ll Jl7 59 158 l% 67 7815 7B40 7960 n Val 0 n Val Sta 026ll3 Lengchs' Leon' Upst~eam Stat>on El~vauon Sta Elev 0 7845 63.08 7820 115.5 7908.74 :n H 7790 :Ill 61 7777 64 ]37 73 7766 43 ]57 4 7 7775 7795 427 :15 468 79 7815 s;5 H 7840 567-3 7860 t780 RS. d Culver< ~9 D~ta Sta Elev 15 21 7840 71 78 781~ 120 01 7805 150 51 7786 74 262 07 7775 344 .E9 7766. ~3 377 77 437 79 P7 12 5:15 27 Mannlng's n Values Sta n Val Sta 0 0 318.04 " Sta 31.46 7) OJ 126 02 18~ 84 318 04 lt7 9 379.48 450 36 486 69 536 Elev 7835 7814 l4 7800 7785.9 7771 97 7766 '58 7780.35 7805 7825 7850 Sta 151.96 n 'lal num~ n Val " Sta Elev 43 71 78]U 83.33 7~:2 3~ 1.32 06 7795 186 05 7785 329.17 7769 94 350.58 777~ 2) 407 68 7785 457 27 78C7 76 Bf ll 7830 048 '19 ')855 Sta SJ _79 89 Elev '1 ~~". '1810 l:J' JJL ]7 7794 67 20] 55 7"'80 JJ4 s< 771;6 " ]51 96 7773 l ~17 ~- 77~0 460 41 7810 78]5 549 7:i 78SS 40 505 89 , Bank Sta Left Rl'Jht Lengths Left Channel 318 04 351.96 180 71 135. 4S Ineflecuve F:o ... numSU L Sta R Elev 7770 lB 0 llS H7.l7 567.3 7770 :JS Rl•Jh< lll 78 Caelf "cr.t r Ex[:Oan ' CULVERT RlV£R Reach U REACH Sablno Canyon INPUT Descnpuon, Culv~~" ~9 Dlstance trom Upstream XS 15 Oeck/Rcadway ~ldth llS Wen CcefflClent J 1 Upatream Deck/Roadway Ccc-rd1nates num• 2 Sta Hl C~rd 320 7769.~7 ~o Ccrd Sta Hl Cord :;60 7769.59 ~c Cc,~d Upstream Bnd9e Cress Sectlcn Data StiHlOn Ele..,auon Data Sta E1ev Sta El~v Sta Elev 7845 15 .2i 7840 Jl 46 7835 6} 08 7820 71 78 7815 7JOJ'8HH 115.5 7808 74 l20 01 7805 1~6 02 7800 1.4l 19 7790 ISO 51 7786.74 :82 B'l 7785.9 211 61 7777.61 262 07 777~ 318-04 7"71.. 97 337 7] 7766.43 344 69 77E6 43 347 9 77H.58 ]57 t7 7775 377 7? 7780 ]79_48 7780.35 427 25 7795 1)7 73 7805 7800 450_ '6 7815 41'1 3:2 468 79 78<5 7820 466 -<9 7840 525 ~7 7845 5]6 7850 515.H 567 .J 7860 " Mann1ng•s n Values sea n val 0 0 Sta 43 71 Elev 7830 "' ~' 7812 'J:. :JL 06 779'0 196 OS 7l85 329 l7 7769 9! Jso sa 4 07 7770_~} 0~ 7755 4% 31 548 49 7807 76 7830 7905 ~~· Sl JOl 112 20} 3' ' Sta Eiev 79 7825 99 7810 ]7 7794 '67 55 '780 5: 3Sl 9£ 417 4L 460 41 005 os 5'19. 10 77~ 7] 77 l.:O ?SO 010 &:;~ -a, '" num~ Sta 3!8- 04 n Val " Sta 351 96 Ban'<. Sta, Lelt R>ght Coelf Ccntr JlB_04 Jsl n lneft~cove Plow num• Sta L Sta R E:ev Permanent 315.1 7770_]8 f n Val Ex~an " Page 11 of 34 H7.l7 567 3 7770 }8 Downscream Oeck/J;oadway 2 Sta Hl Ccr C"-:>rd Lc Cord 200 7765.35 Oownuream 8ndge Crose sect>on Data numtpan. ; Permanent r to tc IJpstream Embankment stde s1o~e 2 horiZ Downstream Embankment s1de slq:e 1 horn Maumum allowable submei"gence fer "'"'lr flow Elevatton at "'h>ch "'e1r flo" begins Energy head used '" sp>ll.,ay des•gn SpJ.lhray height used 111 des1gn ~<~etr cn9t shape • Broad Crested 0 vertlcal 0 vertl~al " Number uf Culverts - 1. Culvert Name Shape R>se S~an Culvert #l Arch 2.5 PHWA Chan ~ 41· Arch; Ccrrugat~d metal FHWA Seal,. - i 90 Degree headwall SolutlO!l Critet>a • liigh~St US. EG Culvert Upstt"m DlSt Length Top n Bottom n 14 118 0<4 02-1 Number of Barrels • Upstream Elevation • 7765 65 Centerltne Stn>cns Sta Sta J37.U 345 41 Downsrream Elevatlon • 7762 .175 Centerl>ne Stat ::cons Sta. Sta H1.25 116 5 De~th Blocked 0 Ent,-anLe Los5 Ccet 7 EXlt Lwss Coet l CROSS SECTION RIVER· Reach #l REACH· Sab1nc canycn INPUT DescnptJ.on· Downstream cf Culvert #9 Statwn Elevaucn Data numSta Elev Sta EleV Sta Elev 7790 21. 16 7785 o 7nJ J? 8 ss 94.83 7767.23 65.59 7767.]8 59.1 7770 111 27 776:1.3 108.99 776] Jl llO. 18 7762.38 117 62 7762 ve Flow num• Sta L Sta R Elev Permanent 0 108.99 7764 7764 120.75 Bank Sta Ex pan ' ' CROSS SECTION RIVER· Reach •1 REACH Sabine Canyon RS. 4765 INPUT Descnpr>on Stauon Elevauon Data Sta Elev Sta 0 779}.]7 8.4] 61 &9 777-1. "'" 129.34 7705.91 15}. 49 7755 2H .-1 7768.-1 300.01 7785 98. 6:< 130.97 171 6:1 255 Ol 306.H Mannwg•s n Values Sta n val Sta 0 055 HO.l7 6ank Sta Left 140.17 Right 171.62 ;o Elev 7790 7771.82 7765 7759 25 7770 7790 Sta Elev <1.05 7785 103.59 7770 140 17 7760 l90.6i 7760 293.74 7772 88 }12. 92 7795 Sta Elev 35. 5"1 7780 105 .34 7769 .L< 149.24 7755 2.<4 99 7761.95 286 83 7775 319.99 7800 Sta Ele'l 60 09 7775 1H 58 "1765.5"J !50. 51 7754 .]1 :;n 99 7765 <90 57 90 J\9. 54 7800. -Ia num- n val "' Lengths Sta 17l. 62 n val .045 Left Channel 178 1 172 24 R>ght 175.18 Cueff contr ' Ex pan ' CROSS SEL""":"lON RlVEii· Reach ~~ REACH Sab>no Canyon INPUT Page 12 of 34 Descnpt wn, Stauon Elevatlon Data Sta £lev Sta 10) 191 245 329 434 487 559 0 7800 7:£ 7790 63 7755 1'1 7740.2) 02 7750 12 7765 53 7790 ll 7796.51 48 119 :£16 252 346 452 496 Mann1ng•s n V<~lues Sta n Val 0 0 Bank Sta num• Elev " St.n '->:pan ; CROSS SECTION RIVER, Reach n RFJI.CH, Sat>1no Canyon RS · 4750 !NPU'l" oescripoon· XSEC Upstn•am of Culven ~ 8 Stauon Hevation Data JO Sta Elev Sta Elev Sta 0 7775 7755 "7737 68 7732 07 7740 58 7761 19 124 _, 7 195.91 212. OS 276 ''l ]66.45 25.04 7770 1H.l4 7750 196.49 7"JJJ.95 4.12.76 77]4.24 ]09 l 7745 }79 .42 7761 '69 Manmng•s n Values Sta n 'Jal o o Bank Sta Sta Left: Rlght Cceff C~ncr f.xpan ·' ~5-l 36 'l3 Elev Sta 74 1.60 203 228 H2 403 o ns as 195.81 rneffecove Flew Sta L Sta R 5:< D6 200 215 128 ]89 ' Permanent 201 16 7735.6] Ul.96 7735_7 F CULVERT RIVER RF.ACH Reach U Sab1no Canyon "~ Descnpnono Culvert ~8 D1stanc~ from Upstream X~ Deck/Roadway W1dth wen Coefflc>ent 3.1 Upstre.~m Dec~/ Roadway Coor:llnates nurn• J Sta Hl Cord Lo Cord St:a HJ. Cotd L-c Cord 0 Gn Data Stat>on Elevanon Data Sta Elev Sta E:ev 0 l2i.l7 195.81 212 05 276.7 366.45 7775 7755 77]7,b8 77]2 07 7740 58 7761 '19 25 04 7770 lJ1.34 7750 19~ .48 77]3- 95 212.76 77]4 24 309 l 7"145 379.'12 7761.69 Mann•ng• s n Values Sta n va: a o Sta 195 Bank Sta· Left R>ght 195 '81 215' 88 s1 Jnellecuve Flo" St~ L Sta R Elev 0 201 16 77)5.63 210.97 4ll.% Downstream num• n Val 0 C~eff Sta Hl Ccrd Lo Cca·d 773'1 27:! "J7)7 Sta ll El~v 30 Sta El~v 7765 )9 3] 7747.92 76 77] 1 .6 88 77';7 68 :)28 l3 7750 389 1< 7765 52 1]6 200 215 74 160 20:) 228 ]42 7760 75 7'/4~ 39 7730 73 79 77]8 29 7£ 7755 40) 32 7770 St~ ~:ev 112 6 7757.9A 181.. 69 774U 208 74 77)0_7) 270.58 7740 )62 19 7760 4)1. % 7775 n Val 0 Sta 215 88 Contr ' Fermanent 7735.7 Dec~/Road.,.ay Coc~d>nates ; Sta 0 ~' Co~d Lo Cord 77:)7 Sta H1 Cord L-c Cord Sta H1 Cc~d 335 45D 7737 77:!7 Downstream Bndge Cross Sectlon ~ar.a St~t1on Elevauon Data 30 Sta Elev Sea E;ev Sta 0 7790 115.58 7777 28 210.91 7755 319.7 7735 370.52 7735 "7750 477 'l M~nn1ng•s Sta Bank Sta · Upscream 19.17 7789.85 ln.l 7775 2)1.71 1752.09 )31.44 77:!0 399 i 7735_H 493.85 '1755 n Values n val Sta 0 3U ~eft R1ght lH.7 363 39 Elev 7785 7770 25.56 H5.09 263 3 "1"1"0 332 90 7729 l< 429 40 509 '59 numn val 0 ~cef! n Elev 11 7792.% 25 7765 47 "1745 81 7730 76 7742 78 l2 7765 Sta ~lev 78 )8 7780 186 28 7760 304 43 7740 36] 39 77)4 .61 456 35 7745 540 4 7770 V<~l 0 Cont~ EX[O~n ' s1de slcpe Dc"nst~eam Embankment s1de s1c·pe Max>mum allc.,.abl~ submergenLe lor "'"'r l'c'" El<'VatJ.on at "hlc:h wen tlcw t>eg>ns Energy head used 1!\ spl:wn des>gn Wen crest shap<' EmiO~nkment Sta 29 168 286 }36 445 525 Lc Cord ; 0 hor1z 0 hne Stat1cns Sta Sea 20~.04 206.04 Do~omstrearn Elevuwn • 7730 Cente..-l;ne Stations Sta. Sta Jl1.U 336 44 • DepLh Blocked ~nuance Loss Coef ~xH Loss coef 1 CROSS SECTION RIVER: Reacll U REAOI: Sab>no Canyon ::NPUT Descr>ptlcn· ltSEC Station Elevatlon Sta Elev o 7790 ll5.58 7777 28 210.81 7755 )1.9.7 77]5 370.52 77]5 477.1 7750 Oownstrea01 of Culvert ~ Data rlUm• 30 Std EleV Sta Ele'J a.l7 7788.85 25.56 nas 123.3 7775 HS 09 7770 2ll.7l 7752.09 263 3 7750 331.44 7730 ll:l 85 77:29.12 399 4 77]5_46 429.4) 7740 03 85 7755 509 59 7760 Mar1n1ng • s n Values Sta n Val 0 0 Bank Sta, Left Sta ]1~-7 R1ght )6)_)9 ]19_7 nurnn '{al 0 St~ £lev 29 11 7782.96 1.68 ght cceff Ccm~c n Val 0 Lengehs, Left Channel 50.45 40.63 n ; 7E Ex pan ; CROSS SEC:T:ON R:VER · Reach U REACH: Sabino Canyon INPUT Descnpuon: XSEC Statlorl El~vatlon Sta ~lev 0 7770 54 S) 7755 19] 7~ 7732.09 275 52 773<. 55 J4S 99 7750 RS· i7JO Upstr-eam ot culven ~ 7 Data 25 Sta Elev Sta elev 1.57 7768.14 19.16 7765 6d -18 7750 lll ll 7745 192 68 77]0 206 71 7726.52 7740 292 96 ~09' 07 ]64 _J4 379. 5] 7760 Manmng's n "Jalues Sta n 'fal Sta 0 0 183-79 num• Bank Sta Lengths Left 183 79 R>ght 238 B4 n Val " Sea 84 2)~. Sta Elev 37-8 1761 87 152 6] 7740 225 94 7710 3>1 46 77-10 _7) ]94 34 7765 Sta Ele" 42 81 7760 17:2 75 7735 "8-H '732 Jl Jn ~ 7745 410 2 7770 n Val 0 Len. Channel 24 27 25.79 :llghc ]0.08 Expan ; CULVERT R.tVER: Reach U REACH Sab1no Canyon RS· 4725 INPUT Descnpt1on: Cul..,ert #7 Dutance fc•ent 3.1 Upstream Deck/Roadway Coornates num~ J Sta Hl Cord Lo cord Sta H1 Cord Lo Codge Cross Section oaca Station Elevatlon Data num• Sta Elev Sta Ele'-' S~a £lev 19_ H 7765 0 7770 1.57 7768.H 77-15 54 8~ 7755 68.18 7750 lll 13 1.83 79 77J2.09 192 68 77)0 206 71 7726-52 309 07 774C 275 52 7732 ss 292 96 77]5 7760 H5 99 7750 36~- 3~ 7755 J79.5J " Mann1ng•s n Values Sta n Val Bank Sta Left 18] 79 St~ 19~ '79 0 R>ght 238.84 ouwnseream Br:dge cro~s Secuun Data St.n1on EJevanon Data 24 Sta Ele" Sta Elev Sta 7770 1.6.1 7"166 74 :lJ 33 59 61 71~5 7J 7750 101 01 20< < 1no 224 77 nn o1 248 • lll-58 7735 319 29 7735.0~ 3~5.5< 389 42 7760 4LO 04 Values n Val Sea numn Val Sta glev 42 81 7760 17:<. 75 773S L38.1H 77);_ 31 1:n.e 7745 410.:< 7770 C~ntc Do,.nstream Deck/Roadw~y COOLdlna(es nurnJ Sea Hl C:ord Lo cord sea H1 Corel Lo Cere! 0 7735 _8 :;.:;.5 77]1 1 Marlntng' s Sta Sta Ue" l"- 8 7761 8' 152 63 7740 <lt 202.2 R1ght 255.9 Coeff Contr. Expan ' ; Upstr~am Embankment s1de slope Downst~~am Embankment s1de slope Ma:><>mum allowable submergence for wen flo" Elevat10n at which ...,;r flo" beg>ns Energy head used in spillway des>gr. Sp>lh•ay hnght usee! In cles>gn Weir crest shape Number of Culverts • 0 hor1z 0 horn 95 ~ t;o 1.0 ~0 l 0 'J~Hl'"al ve~tlcal Broad Crested 2 Culvert !lam~ Shape Span R1se CULVERTH C>rcular FHWA Chart ~ 2 - Corrugated Metal P>pe Cul'-'ert' FHWA Scale ~ l Headwall Soluuon Cnteria • ll>ghest u.s_ EG Culvert Upstrm OlSt Length Top n 8ot~om n J J,S -5 0:14 024 Number ol Sarrels • 2 Upstream Elevat1on • 7727 82 Centerl>ne Stat>ons Sta. Sta 202 71 <10. 7! DownstrMm €levat>on ~ 7727.31 Cent~~l1ne Stations Ha Sta 77 <28 77 ' Depth BloclO Loss Ccef l Depth BlocXecl 0 Entrance Lass Coet 5 ExH Loss coef no Culv~rt Name Shape R1s~ Span CULVERn2 C>rcular ~HWA Chan ~ < Corrugat~cl Meral P1pe Culvert fl!WA Scale ~ 1 Headwall Solution C~nena • H>ghe~~ U £_ EG Culvert Upstrm D>st Length Top n sonom n ] 18.5 024 024 Upnr~am Elevat>on. 7726.52 Centerline St~tlon • 206 71 Downstream Uevatlon • 7726 01 Centerl>ne Stat>on CROSS SECT:ON RIVER REACH !leach H Sab1110 Canyon INPUT Deecr>Pt>on' XSEC Statton Elevation Sta Uev 0 7770 59.64 7755 7730 20:1 '2 Jll. .59 7735 399.42 7755 Left 202' 2 . t7:l0 Downnream of Culvert Data num• 24 Sta Elev Sta 16.1 7766.74 23.33 7} 7750 101' 01 n4 n 7726.01 :149-4 }}5 .52 319 29 7735.04 406.22 7760 420.04 Mann:>ng' s r. Values Sta n 'Jal Sta 0 0 202.2 Banl< Sta RS: 111ght 255.9 n Val 0 L.engtlls: Sta 255.9 ' Elev 7765 7745 7730 7740 7765 Sta Elev )7_67 7761.76 !40 .6! 7740 <55 9 773!.35 35) 1J 7745 4}2_$6 7770 '" E:ev 42 \6 7760 179 47 77]5 286 97 7731.83 370 69 7750 n Val 0 \..eft channel 66.79 45 57 R1ght 38.28 Ccef! Comr ' CROSS SECTION Expan ; RIVER Reach U REACH· S;ob>no Canyon INPUT Descnpuon, XSEC Statlon Elevation Sta El~v 0 7750 152 76 7727 75 199 .'16 77)0 _6 <77-~9 77'10 Upstream of Culvert ~ 6 oata !9 Sta Elev Sta Elev 18.81 7745 64.05 7740 !St 24 7724.87 166. 7) 772'1 '86 <42.67 7734.44 224 2:J 77JO.Bl 294 97 7745 314 '8 7750 Mann>ng•s n Values Sta n Val Sta 0 0 142.51 Bank Sta· Left 142 51 R:ght ;79.94 n Val 0 Lengths Sta 179.94 Sta Elev 83.89 77]5 169.26 7727_92 249_ OJ, 7735 336.67 7755 St• Elev 14< 51 7730 179 ;l4 7730 265.56 7730_6, n Val Left Channel 58.79 39.:18 Rlght 0.38 Coetf Contr. 3 Expan .5 CULVERT RIVER REACH Reach -l Sabl no Canyon RSo 4705 5 INPUT Descnpt!Ono Culvert ~6 Distance trom Ups<: ream xs 10 Decldth 19 We1r Ccef!:>c1ent 3.1 Upstream Dec~/Ro•dway Ccorcl1nates ' Sta H1 Cord Lc Cord 75.93 7730 Sta H1 Cord Lo Cord 156 7730 Upstream Bndge Cross Secuon D~ta Stat ion Elevation Data Sta Elev Sta Elev S~a Elev 0 7750 18 91 7745 64 OS 7740 152 _76 77<7 '75 154.24 7724 87 166 7] 7724.86 188.;6 7730.6 2<4 2J 7730.81 242.67 'J7H.H 277.26 7740 294.97 7745 :)14 7750 " Sta Hl Cord LC Cord :149.01 77)0 St~ Elev 93 89 7735 169 26 7727 92 249 Ql 77}5 ):)6 67 7755 Sta 14;; 51 1"9 94 265' 56 Elev 77JO 7730 '")!; '64 Mann>ng• s n values Page 15 of34 sea 0 B~nk n Val 0 Sta· Lett H2 51 Sta 142.51 R1ght J. 79.94 " val Sta l79.94 Q coef! Contr n 'fal 0 Expan. ; ' Downstream Deck/Roadway coorn1ng• s n Values Sta n Val Sta 0 0 172.93 num• n Val 0 a,.nk Sta· :.efc R1ght 112.93 199' 4 lneffectlve Flow Sta L Sr:a R Elev 0 117 7729 187 383.69 772~ Coeff Contr Sta lH.4 Sta le•r 96.03 77 0 4 172.9:! 77:2 67 234.24 77 9.2 327.17 745 Sta 77 Elev 7740 7724 . . 3:1 7730 76 1750 4t n va: 0 ::>;pan ; ' Permanenc F Upstream Embankment Slcle slope 0 hon< Downscream Embankment s>de slope 0 hor12. Max1mum allowable submergence for ~on aplll'"'Y deugn Splll""Y he::.gbr: used 1n des1gn WeH crest shape • Broad Crested to 1 CD l " Number of Culverts • 96 176 2)7 JH verucal ven1cal l Culvert Name Shape Span CULVERn1 C>rcular F~WI\ Chan • 2 Corrugated Metal Plpe Culverc FHWA $Lale ~ l Headwall Solut•on enter: a • H>ghest u.s. EG Culvert Upstrm D1SL Length Top n Bottom n 10 19 0~-1 024 Number of Barrels • 2 Upstream Elevatlon • 772'1 8 Centerl•ne Statlons Sta Sta. 157. 5 H2. 5 Downstream Elevatlon • 7724 .J Centerlwe St~uons Sta. sta l-79 69 184 .69 Uepch !Hocked 0 Entrance Loss Ccef 5 EXIt CROSS SECTION RIVER· Reach ~l REACHo Sab1no Canyon ItlPUT Descr>pt:lon, XSEC Sr:auon Elevat>on Sta Elev o 774o 95.64 7735 182 37 7724.31 ~51' 86 773~- <6 365 54 7755 RSo 4701 Downstream o! Culvert I 6 Data n Sta Elev Sta Elev 2.n 77-10.27 2s.H 774\ 2 99 :~t 7732.98 152.16 77)0 ISS 43 7724.44 1.99.4 1727 '91 26) 95 7735 305.08 7740 JeJ 89 7760 Mann1ng's n value9 Sta n Val Sta 0 0 172.9~ num• n val Sta Elev 86.03 7740 4 172 9J 7728 67 2]4 24 7729.2 327.17 7745 Sta 86 _77 176 H El~v 7740 7724.44

    ght 54 16 64 _ 9 172.9) 199 4 lneffect1ve Flow numSea L Sta R Elev Perman~nt 0 177 7129 f 187 383 69 7729 " a"nk Sea Righr: SJ. JS Coeff C'ontr Ex pan ; CROSS SECTION RIV~R Re~ch REACH Sab>no Canyon U RS: 4690 INPUT Stauon Elevatlon Sta Elev 0 77~9 7~ 240 15 7731 ]7 :of <7 1120.~1 384 80 773G_ 94 7755 Manmng•s n S<.~ 0 ear.k Sta Value~ n Val 0 Left 296.07 " Dar:a Sta E:ev S0.9'l 7740 258 9 7730 326 6J 7723 9t U-1 l~ 7135 510.2) 7760 Sta 296 '07 R1ghc 3:<6.63 S4 290 356 4H numn \1~1 Sea Elev 99 7740 91 7728.ll oJ 1ns 45 7740 Sta El~v 78 7736.21 07 77:<5 97 -n:;s 17 <2 -n4S Sta Elev 175 75 7735 304 7720' 19 )90 47 77:!0 476.51 7750 n Val " Lengths 135 296 359 460 " Left Channel 147.86 67.35 R1ght 63.'19 CceU Contr ' Expan ; CROSS SECTION RIVER REACH Reach ~~ Sato1n0 Canyon RS- <680 Page 16 of34 ~oss Coef liiPUT Descnpt>on XSEC Upstream of Culvert # 5 Stancn Ele·,auon Dna 28 Sta Elev Sta ~lev Sta 0 7745 115 9~ 77<5 297 67 771'!.83 313 1e 7719.31 397 I 7730 HE JL 7745 Elev 1~ 71 1735.H 271 ll 1718 38 301.65 77H.7< 352 68 n2o.~ 414 94 7735 478.81 7155 10.04 7740 2}1 33 7720 301 03 77U.Bl J:n ~3 1120 408 37 7732 12 4b2 51 7750 Sta 19 2% 303 366 422 Elev 69 7735 61 7718.19 75 7715 12 % 7725 75 77]8 7l Sta ~lev 53-09 7730 H7.5 77H_S8 )08.65 "1717.69 367 96 7125 27 429 9} 7740 n Values Ma~n>ng's St~ n Val St~ n Val Sta 0 271.11 0 313.18 5ank Sto Left lhght 271.11 31} 18 lnef!ect>ve Flo"' Sta L Sta R Elev 0 .29"1 06 771a 26 30J.75 476.81 7718.26 Lengths, Left 72 84 n Val 0 R>ght 41.45 Ch~nnel 32 89 Cdth 12 'Ilea Cceff>c>ent 3.1 Upstream Deck/Rcad,.ay Ccord>nates ' St~ 7718 5 JOO Sta H1 Ccrd Lc Cord 0 H1 Cord LC Cord 7718 5 Upstream Bndge Cross Secuon Data Stat10n ElevaL!cn Data n\Jfn• Sta Elev Sta <:lev Sta Elev 0 ~7~5 10 04 7740 18 77 77]5 H 7720 271 11 1ne.J8 n7 67 171; a; 301 oJ 77JJ.8J JOl.65 7714.72 ]j}_le 7'11> ::'1 }};: 93 7720 l52 6B 7720.9 '" 408 97 40 S:t ~730 "17;~ Mannlrl'3'S n Values Sec. n Val Sea 0 2'11 ll 8dnK St3 Ldt ll :<7) Std L R1ght 414.94 77]5 7750 478' 81 7755 Sta n Val 0 n 'lal 0 Elev 19 Jl] Sta 68 Elev 7735 7718.19 303 75 7715.12 366 95 7725 422 75 7738.71 2ol6 61 Sta EJev 53 _n~ ;no 297.5 7714.68 308.65 7717.69 36"1 96 7725.27 429_ 93 "174G Coeff Contr ·' )lJ- 18 Sta R 0 103 75 nn .12 Sta H1 Cord Lo Cord 350 7"118 5 Permanent I' :<97.06 7718.26 478.H:t 7718.26 oc,.nsueam oeck/Rcad,.ay C2 42 7749.76 442.64 7750 Sta H1 Cord Lo Ccro )}) 7718 Downetr~am Mann>ng' s n Values Sta n vai 0 Sea n Val St~ 269 4 0 295.27 L~ft Rlgbt 2E9.4 295.27 Bank Sta Coeff Contr. ' Sta Elev 4 ~- 87 774 0 106.59 7720 281.77 7713 98 295 27 7717.6] 369-96 77)5 64 231 282 :)24 394 Sta Elev 07 7735 H 7718 55 47 771],69 77 "1719.05 11 7740 n val 0 EJllway Oes1gn SplJJ,.ay he>ght used 1n des1gn 1<1e1 r c.-est shape - Broad Crest~d to 1 o ven1ca: veroca: Number of Culverts • Name Culv~It Sp~r Shape R1se C1 rcular u Concrete P1pe Culvert ~ ~ Groove end entrance '11th headwall Soluncn Cntena • H1ghest U.S EG Culven l.Jpstrm DlSt Length Top n 13-ottom n Depth Blocked 5 12 0\3 013 0 Numbe1 c_f Baons Sta Sta CULV~HU PHWA C~art PHWJI, Seal~ ~ oc.. r.stream Elevat>Cn • Centerl''"' Stat>ons So ;_~: 4 Entrance Loss Ccef E~lt 2 17H St3 .< 84 C>-CSS SECT!0N RlVEii RJ::JICK Reach ~ l Sab>nc C'anycn RS, <670 Page 17 of34 Luss Coef JNPUT De~cr>ptlcn, XSEC Dc.,nscream of Culvert. • 5 Station ~lecvatl011 Data 29 Sta Elev Sta !::lev Sea Ele'' 0 7751.04 "~ 7750 :;_}_) 7745 S3 _6 7730 107 H 77;.5 107 ]1 T25 <69.4 7717.6] <81 61 77H ,;.E "~ 99 ?~;7 59 285 98 7717 _Ef <94 lJ 771J.71 <84 -;e 7714 77]0 3<8.:<8 77<0 H6 97 7725 ]58 H 417_]8 7~45 2 4L 7749.76 H2 H 7750 Mann>ng•s r. 'la1ues Sta n Val St3 0 <69 su Ban~ •~o 4 Sea 295 .<7 0 ~Jghc !.etc :;:o num• n '{al Lengths :n 41 166 <'81 295 369 Sta Elev 87 7740 59 7720 77 77U 98 27 7717.63 96 77]5 64 23l 2B:l 324 ~lev Sta 07 7735 H 7718.55 47 7713.69 77 771'1. 05 394 17 "1740 n Val 0 Lett Channe. 148 52 Hil 4 R1ght l1Q_.;:;o Coeff Con<:r ' CROSS SECTJON RIVER ~each H'J\CH Satllnc u Cany~n RS 4HO l~FUT Oescri~t>cn' XSEC Stat;On Elevatlcn Sea Uev 0 U~str~am 7'lSO Mann1ng"5 n Valu~~ Sta n val Sta 0 029808 ~~fc n f;lghc :198 Ob ~ 'I 50 Elev 10 'l'l 7775 67 S7 E~ "l"l55 8'1 o; 7739 35 12~ :;;_ 7728.07 192 H 7<15 !0"1 85 7"107.13 J:S ~1 770< 89 J:r Ccetfl;;>~nt ;_ _o Upstream Oeck.'Jna.ces num• Sta H1 Cc:rd LL Ccrd Sta H1 Cord Lo ccr 8'\ JC7 95 "l707 lJ ]08.-17 ))] 88 770"< 75 Jls aJ. 7702 B9 315 Sl 322-84 7707 1) 3H.8 '65 5E :<4 7760 H.OS 97 07 774U J] 77]9' 95 133.17 HJ 55 7"1:<~ 56 151: SB 7727.70 159 ~7 197 99 >715 .<18 Sf' 7710 274 2 J07 15 no:;: ES )Q8 3 JOt " 770: 95 3Joi_J} lll 97 7701 f6 31:! '11 7701 .HI' 317 51 7701 8> JJ9 S1 770<:.0< 3:<1_73 JH H 770.< ~s 348 .o 770} .47 l69 09 41'\ 91 7115 4i3 n •no 4:l9 35 459 85 77~7 4 0 499 79 7730 554 Sl ~17 B:< 714< 9< U7 U 7"1'15 6JJ 31 C79 <1 -;-;;-: S~~t1cn Mann1ng"s n Value~ Sta n V3l 0 Bani:. Sta. Left 2~· ':;4 U~stnam Sta <84 _]4 1<1ghc J:ll J6 ~mtankment Sta )31 36 Ccett Contr <6 76 134 16] <94 Sta E.ev 96 7775 37 77')0 53 7735 45 77:il 94 34 170:0 53 :Jo9 94 not ll4 85 323 69 JH :;s H8 :6 572. B 66-1 '-15 7701 n ss no;; H 7707 n 7712 42 7738 27 7750 "' ~l~v 36 .66 86.66 141.5 178 59 "1"170 7"145 "17]0 77~0 L87 08 7702 94 110 316 '24 J% 454 584 EE7 8:1 770: 88 07 770: 86 n 77G2 81 ]5 7710 11 -n:5 63 n4o OS 7"108.H n Val 0 £>de slc~e l honz 0 horn to 1 0 ·•en1cal to l- 0 ven1cal Page \8 of 34 Ma>urnum allo,.able submergence for \ole>r flo,. Elevatlon ac lo'hlch we1r flo" beg1ns Energy head used 1n splllway des>gn Splll,.ay helght used 1n descgn Wen cast shape Bread CrEStEd Number of Culverts • Culven Name Span Shape Circula.Corrugated Metal Pop& Culvert FHWA Scale I J P1pe proJeCtlllg from h l l Sollltlon Crneru • H1ghest u.s. EG Culvert Upstrm D1st Length Top n Bottom n 28 28 02'1 .024 Upscream Eleva nor. • 770:..66 Centerlwe Stat Lon. JH Downstream Elevation • 770)._69 Centerllne scat:on • 3H CUl.VERTH FHWA Chart # 2 Deptb BlccOed 0 Enuance ~css Ccef EJllt 1 CROSS SECTION •1 RIVER Reach RE.ACH· Sab1no Canycn RS · 4630 ;NP'JT Dc"nstream cf Culvert ~4 Data num• 61 Sta Elev Sta Elev J_J 85 7780 25 59 7775 67 56 24 7760 66.05 7~55 97 13 7739.95 DJ.P nJo o;: 156 sa 7727_75 159.n 7725 na 59 7710 274_::. 7704 8i }07 1s 7702 68 J05.J ;;o:; 29 3ll 41 "1701.86 314 l3 7701 78 319 51 no2.06 J2J_73 -,;o2 n HO 26 770J.t7 369.09 -706 23 433 47 7720 439 lS 7721 66 7730 554 51 <99 n 7735 7745 633.31 77l6.47 6<7 13 Descr>pt>on. XSEC Stat Lon ElevatiOn Sta 0 ''85 46 t5 "1765 97 07 7740 143 ss 7725.5E 19"1 99 1115 106 H "1702 95 ll1 97 7701.96 317 51 7701 a9 }Jl 36 7702.85 414 91 7715 459 95 nn.45 617 92 7742.92 679 21 7755 Mannlng•s n Values Sta n Val Sta 0 0 28'1 H r. Val 0 Leh Lengths· B~nk St~ R1ght 331 3t 284 J4 so )31.} ~"' 'OQ 1]4 53 -H::; 45 77:1 H 284 ]4 770] -" JO? 9< -;-;o >< JH 85 7701 E~ Jd 69 r;o.< H ]86 }8 "1"107 " H8 H 772.< 4;: 57:< .8 7"1 & " 76 :)7 GH 45 ;7-;0 Ele·; o6. GO 86. bC 7770 7745 141.5 7730 ne 59 n;.o ''87 09 7782 94 :J1 0 ~· 7701 . 88 JH 07 770l.0( 32-1 9:; 770< 81 J% -;s n1o 454 !1 7725 5E-1 63 7"140 H7 ·JS "1750 ]1 n Val J:l! ]E L~ft ~ta Sta :6 9f 0 f'>gt.t Channel 308.04 Expan ; JL< ,:; CROSS SECTION #l RIVE~ Re~ch REACH Sab>r>O Canycn RS: 4620 !NPT.IT De~cnpt1on: Scanon Elevat1cn Data Sta £lev Sta 0 "1770 7750 109.3 158 84 7727 71 248 81 7710 HO OS 7695 482 H 76'10.26 593 92 7715 "ltl 36 77)4_4] 798 68 7755 Mann>ng•s n Values St~ n Val Sta 0 055 354."13 Bank Sta Lett :)54. 7] num- "Su> Elev Elev 87 77~5 64 7740 91 7720 86 7705 74 35~ l7 7688 H s.ght n 18 129 217 309 V~l Sta 4]8.97 04 Lengths 438-97 Sta 6:! _Jl Elev 140.67 773, :<23- ~7 ]11. S4 •08.97 550.40 600 f \ 77< .44 7~00 '" RE.AC~ 7755 77]0 7715 7700 7719- <2 "1705 "J<5 4l . .ll 7705 7727 s 7745 ll 76~0 572 0 6"1S 95 785. E 77]0 7750 ~C89 -lt-1 R1ght 172.7 Cce!f Con'r ' CROSS SECTION RIVER· El~v 99 09 101 n 234 8J n:o n Val 045 Left Channel 216.67 217 6 Ex pan ' Reach ~1 Sab1no Canyon :NP'JT oescr1ptlon Stauon nevat•cn Data Sta Elev Sta EJ~v 7785 5 .l7 77SO H _8 7765 59 H 7760 111.63 "'740 1~0 21 "17)7_04 16~ 54 7720 183 87 7715 <56 94 ••• n 7695 }68 74 7E78.15 -:;n 12 7£79.10 no. OJ 7690 490 61 7694 6t 576.45 7710 eo;: 15 77:5 711.13 7740 Mann>ng•s n Values Sta n Val Bank Sta Sta o a9 n o Lett .<89 <:< ~lght Jl.:~ " 1:) Sta 02 7:< 05 126 J3 198 46 :<71 i7 396 86 4 98 ~7 6.l9 28 753 67 num• n Val 0 Lengths H "' Elev 77i0 Sta nev .l1 8 7771 04 85.5 7750 14: 05 7730 ;.u 87 ;1os "l6ilS "lGSO 7695 77:<0 7745 4]] 5<8 £69 762 ;ns "'755 77-;5 ~96 " 90 9:! S:J 97 HSO 7695 7700 77:<5 7750 Sta 34 ]9 E;6V 7770 98 .E 7745 77"i5 "1700 <89 n 7t79 o8 45:; 78 "'686.4] 555 H 7705 E87 64 "l7l0 -n 69 7755 1~5 ]7 '"" :.;: n val ]68- 74 Left Channel 8'-94 105 27 c R1ght l36_H Cc-e[f Ccntr Ex~an ; CROSS SECT!ON •1 RIVE~ Reach REliC~· s .. bwc Cany<.n RS 4600 lNPT.IT Oescnpucn- XSEC UFStream "' Stat1on Elevac>on Oaca Culv~rt ~cas # .l i.l Page 19 of34 Coef £lev 7770 68.07 7745 126 21 7725 H9 3~ 7700 273 02 7690 372 OJ 7675 564 65 7696 26 671.72 7715 7]4 52 7731.01 Elev Sta 7760 29 06 90.04 7717.04 JSS.OS 771S na_a 76qo 320 )8 7675 UJ 27 7695 592 89 7700.53 685 79 7720 7-14 29 7740 Sta £lev 14.17 7765 81.8 7740 140.91 7720 213-92 7fd5 285.51 7677.25 410.43 7680 580 . .( 7700 6?4 59 1715.55 7<7. t6 7'1}5 Mann>ng's n Values Sta n Val Sta 0 0 JLO.)B numn val Sta Elev 40.77 7755 96.07 7735 170.02 7"0 243.69 7695.Cl l4Q_ 99 7673 68 494.2 76'JO 6<1 43 7705 698_4] 7725 Sta El~v 24 7750 15 77~0 86 7705 3] 7085 96 7&73 49 5~9 19 76J5 54 Hl 194 24] 358 47 ~7:0 71, 53 7730 648 n val "' ]72 03 " Ban~ Sta Left Rlght Lengths. ~ett Channel 320.38 372 03 28 BJ ~6-7 lneffectlve Plow nudth 17 Wea Coeff1c1ent J 1 Upstream D~c~/Rca Cord ]59.96 7677 49 ~o Cord Upstream Bridge Cre>ss Secuon Data Statlon nevat>on Data 0 Sta Elev Sta Elev Sta Elev a 1110 H n 776'; 28.06 7760 6~ 07 7745 91.8 7740 90.04 7737 C4 126 :11 77:<5 HO 91 7720 155.05 7715 199 39 7700 2:J 92 '!695 na.s 7690 <7} 02 7680 285.51 7677.25 3:<0.J9 7E75 37< 03 7675 7685 uo.42 1oao 443 :27 564 GS 7696.26 590.1 7700 582 89 7700 53 OJ ,-;; 7715 674 59 7715 55 685 _79 7720 714 52 7731.01 727.46 7735 744.29 7740 i'lanfllng' s n Values Sta n val Sta 0 0 320 .)8 Sta Hl Ce>rd Lc C·ord 401 :25 7676 "' ~" E~ev 7755 40 77 % 07 77)5 170 02 7710 2'13.69 7685_0; 340.99 7673.68 7690 494 '7705 O~l n 098 4J 77'-5 ~ta 54 1 \l 184 <43 3';8 5'19 Elev 7750 24 \5 86 n;o 7705 76&5 90 Jt73 49 19 7695 G-IS n 7710 711 5] n;o ~J n~m- n Val " San< Sta "' 372 OJ n Val 0 Ex pan Left Mlgtlt Coe!f Ccntr 3<0.38 372.03 ; Flo" num• Sta L Sta R Slev ~~··manenc 0 354.46 7f'.77 '19 F 363.46 7H.29 7677.49 ' IneHeLtlv~ Downst~eam Deck/Roadway Ccord>nates num• l Sta Hl Cord La Cord Sta Hl Co~d l.o Cord 225.54 7676 7 ch "en no,. teg1ns Energy he<>d used 1n spillway des1gn Spllhay he,ght used >n dEs>gn Wen crest snape B.-cad Crested 0 vernc;ol 0 verucal Number ot Culverts • CuJ·,en Name Span • CIJLVE~T~l FHWA Chan: ~ 41- Ar~h; Ccrr~gatEd met~) PHWA Scale ~ l 90 Degree headwall Sclunon Cntena • Hlghest U.S EG Culvert Upstrm :llst Length Top n Bott~m n 4.5 ::o 024 024 Dclo'flstre~m Center! 1ne Star_, n • Elevatlcn • ?<;7 _0 Centerline Stat' Depth Blocked 0 Entr~nce ~css cwet EXH 5 358 96 28l 59 CROSS SECTJON Page 20 of 34 ~css C~ef R!VEII Jl~ach U REACH· SabHlO Canyon lNPLTI" D~~cnptlono X.SEC Statlon Elevatlon Sta £lev 0 7145 60.7t 7"'25 138.38 7700 1.97.99 7685 :i.97.l.2 7672.66 415 Sl 7695 559.8 7710 Downsr.rEarn of Culven ~ 3 32 Da~a Sta Elev H.5t 7740 76.37 7720 155.7 7695 214.62 7680 312.77 7675 4H.36 7700 568.47 77l4 79 Mann>ng' s n Values Sta n Val Sta 0 055 245.65 nurn• n V

      ve Flow Sta L Sta II £lev 0 278 04 7676 45 289.04 see 47 7676.45 Lengths Sta El~v 22.87 7137.04 91.26 7715 170.3 7690 225 54 7676.7 H"l.JS 7680 472 7703.95 ,. "' 31:2.77 ~eH 96 17 Sta 28.56 106 13 176.15 £lev '735 77l0 7688.) 2~5.65 7675 367.52 7685 480.29 7701.98 Sta ~lev 44.32 17)0 12:. n 7705 197.62 7685 06 293 59 7671.87 J9l 39 7690 508 S6 7705 n "lal G45 Channel 126.79 X:>ght 79 cceH Contr ~50. ' F~rrnanent Eo< pan ' > > CROSS SECTION ~!VEil Reach ~1 REACH· Sab1nc C<~nyon INPUT D"'scdpt1on stat10n Elevanon Sta Elev 0 776G 76.44 .,.,"7.0-1 140.72 7715 221.53 7690 292 -16 7670 379.86 76H 09 502.29 7690 RS · 4580 Data Sta Mann>ng•s n Values St~ n Val Sta 0 0 306 68 s~nl<. ~, 9 ht H9.2E Sta· Left 306.68 " St~ £lev 7755 [Z.H 82.27 7735 156 9< 7710 237.94 7685 306.68 7666.61. 399.69 7670 527. 7l. 7695 55 25 33 29 ))5. 96 425.53 567.35 n val 0 Lengths Elev 7750 7730 7705 ,., 95 !73 254 Sta H9 20 nso 7665 7675 7700 Sta 51.1 109 189.5} 205 ll )46 I -lSI. 78 585.23 Elev 7H5 7725 7700 7676.7 7665 7690 7702 2 s:~ 67 06 ns :s 205 <4 272 62 ]49.26 477 19 635.84 Elev 7~40 77l0 7695 7675 7665 66 7685 7701. 6& n Val 0 Left channel 199 74 193.07 Rlght 167 78 Cueff Contr ' CROSS SECTION ~lVER Reach ~1 RE.ACIL Sab1nc Canyon INPUT Descnpt1on Statlon Elevaoon Sta Elev 0 7765 51 19 7745 11.7.0:2 77~0 188.64 7695 260.96 7670 Jl.7.l9 7055 HO 64 7665 523.51 7690 708.01 7705 Mann:>ng's n Data Sta " Sta 26.92 78 24 1H . i l El"'" n val Stght :.19 :e Elev ""1695 84;: 143 79 185 OJ 7670 7655 7645 7660 JOB 83 n "lal 035 Lengths Sta ·~ .f:< Sta <19.18 n Sta Elev 0 690 }) ll 89 R:< 7667 58 162 5} 219 :s 7650 7650 Eta Elev n 71 7685 l01 04 7H5 164 64 7649 4) :l41 41 7650 94 "1<~1 02 L@ft Chng's n V~lues Sta n Val oss Bank Sta, Left 167.13 7645 7660 2.68.61 7645.}2 4:l6 83 7005 }09.77 7045.76 464.52 7670 334.67 7650 numSta l67.1J R>ght 196.93 n Val n Val 045 _035 Lengths Lett Channel 197 .ll 234.04 R1ght 247 65 Cae!f Cont~ ' CROSS SECTION Reach U RIVER REACH, Sab1no C&nyon ~S- 4550 INPIJT Descr1pt1on· St&r.on Elevatlon St~ Elev 0 7690 59 71 7665 116 09 7640 224 99 7625 lH 94 7612.09 429 41 76so '" Data nurnSta Elev I).3l 7695 70 u 7660 l ) ] 94 7635 257 5} 76<3 .07 356 53 76]).76 453 7655 Sta El~v 89 7680 St 7655 59 '6l:l H 9J 7621 5 362 16 76}5 477 89 7HO 26 79 142 264 n Manmng• s n Values Sta n 'lal Sea 055 257' 51 numn 'lai 0)5 Bank Sta, Left 257 5] Lengths, Lef< Channel JOB 36 US 09 lllghc 292-51 Sta 252 51 '" l7.B7 91.17 164 '9 282 Sl 38].73 499 95 Elev 7675 sta E1~v 48 Bl 7f70 7645 76<6.37 76]0 7645 7670 7650 76]0 192 9:i 7025 76-10 7665 ]01 99 403 89 520 59 Coeff Cont~ 102 88 n 'lal 055 R•ght li:1.J9 ' .:X par. ' CROSS SECTION RIVER, ~each U REACH, Sab1na Canyon INPUT Oescrlpt>on· Stauan Elevauon Sta Elev 0 '1700 45.55 7690 99.95 '655 103 9 76]0 ;_n n 7621.04 3% '18 7635 PO. 45 7660 Data Sta 12 JE 54 0-1 113 02 ]77 lS 276 64 ]9} 99 -191.5 num• Elev 7695 Manmng•s n Values St& n Val Sta 0 OSS 1"l7 15 num• n Val OJ5 Bank St~ L~t" 7bSO 76:<5 7625 7640 7665 L~ngths Rlght :123 l6 177.15 " Sta Elev 24 >7 n9o '-7 76'0 125 9B 7645 HO 17 76:0 289 63 7CiE Ol 41] 11 7645 SH OL n70 u 7675 Sta 223 16 Left J:l6.:;4 n >6 74 1]8 199 Sta 22 elev 7685 .48 7~65 87 7640 06 7616.2-1 JH 7628 02 4]4 26 7650 534 .~2 7675 St" ~Cev 40.11 768) 19 86 96 7000 151 l:Z 7635 ll8 07 7620 ns 11 76Jo 452 22 7655 val 055 Chann~l ")47.95 Rlgllt ]75 7] Cae!f Contr ' CROSS SEC':"lOII RIVER, Reach U REACH Sab>no Canyon Expar. RS, 4530 lNPtrr oescr1pt1an. Stat1on ElevaL>an St;o El~v 0 7695 65.:26 7€7G 161.19 7645 218.67 7620 250 98 7600.49 279 07 7610 152. :IS 7625 404 .77 7650 H5.SJ 7675 529.39 7700 Data Sta '.] 7] ~~ n l " 12 no 251 286 J6J 414 '179 l9 64 3] H 59 98 Manmng' s n Va!.ues S~a n Val Sta 0 0 <30.19 Ban~ Sta, Left 230.19 Lg-ht 286 ']] num• £lev 7690 76b5 76t0 7615 7600.49 7611.24 7630 7655 H Sta E~ev 27.72 7685 'iE. 57 7660 185 2 7635 441.78 ?flO 252 57 7600 46 }15 ]9 7611.59 ]7") 8~ 76l5 . . ~ 09 76<0 -1n .-11 7685 n Val 0 Sta 286.]} Lengths n St;o Elev 41 64 7680 l!l 56 7655 195 -5~ 7630 249 .lS 7605.46 252-99 7603 '87 J29 8 7615 384 75 7640 4]"1 ]9 7665 5G3 0-1 7690 St~ 54 lll 206 250 254 ]40 39-1 H9 515 Elev 76"75 7650 65 76LS 74 760] 92 B n nos u 88 7620 7H5 89 7670 64 7695 88 Val 0 Left Channel 12s'" nJ.u ~1g-ht Cod! Con"r :Js.oe CROSS SECTION RIVER Reach REIICH, Sab>nQ •1 ~·an.yan INPUT Descnptlon. XSEC Statlcn Elevaoon Sta Elev a n95 70 l 7f7Q lSO 01 7648.33 221.79 7625 ~79.35 7597.1S 295.2£ 7597.29 118 OJ 7599.21 l55 3 7615 401 18 7640 -155.21 7665 505.01 7690 RS · 45.<0 llpstream of C·"lve~~ ~ :i Data num• S' Sta El~v Sta 10 99 7690 2~ 11 86 05 7665 lOS 18 7645 l76 55 :il8 S6 7£20 279 67 75~5.25 JOO H 7597.51 J26 50 7601.91 363 74 '6;0 411.09 7645 46-I.H 767o 515 6 7695 160 74 25:! 28G 304 334 37:< 422 n4 526 14 89 H 88 H 9-i 71 3-! Manning's n Valu~s n Val Sta 0 ass ns 35 num• n val !Mnk Sta, Len9ths, "' Left R>ghc m Elev 76~5 7660 7640 7615 759< l:l 7597 8 7605.-17 7625 7650 7675 roo Sta 37.49 :<6 Jl 1n 29 266 02 ~92 27 ]09 .23 340.16 3Bl. 3 -133 ]8 -18-1 44 536' 75 Elev 7680 7655 7635 7610 7592.a "7597 93 7608 25 7630 Sta 54 27 Elev 7675 144 44 7650 208 <1 76)0 272 5L 7606 69 7705 29] -17 759:2.28 312 98 7598 l3 ]47 l l 7610 1n 59 7635 H4 73 7660 49-1 57 7685 548 n 7710 Ccetf Cont~ 765~ 7680 n Val "" Lett Channel Rlght F.xpan Page 22 of 34 ~18.35 lne~fectlve 2~5.26 Flow R Sta L 0 294 64 56 55 52.81 57 42 cum• St~ El~v PErman~nt 279 39 7597 22 StS." 7597 _22 F CULVERT RIVER REJICH Reach U Sabino Canyon RS' 45!5 INPUT O~~cnpt:l.on, Culven ~2 Distance from Upstaam XS Deck/Ro~dway Width )3 Wen Coefficient ]_1 Upstream Oeck/Ro~d~oay coordinates ' St~ Sta HI Coni Lo cord 0 7597 5] IIi Cord :.o Cord Upstream Bndge Cross Secoon Data Stauon Elevauon Data Sta El~v St~ Elev 0 70.1 ISO. 01 ;l2) 79 278.35 ~95 26 319. OJ JS5.J 401 .18 455.21 505 01 7695 7670 7649_ 33 7625 7597.18 7597.28 7599.21 7615 7640 1665 7690 10 99 7690 86.05 7665 160.74 7645 238 86 7620 279 67 7595.25 300 44 7597.51 326 55 7601 '9) 363 H 7620 411 09 1645 464 94 7670 515' 6 7695 Jo!an01ng•s n Values Sta n val 0 Bank 055 347 " Sta Elev 22 11 7685 105.18 7660 17~ 55 7640 253 14 7615 290 89 7592 )~ 304 18 7597.8 ])'I 88 7605.47 ]7;1 46 7625 42< 94 7650 t74 71 7675 526' 34 1700 5ta n Val St;a 278 _)5 035 295 2E Coeft contr Ex pan 278 35 295.26 ' ' Flo" numSta "Elev f'<'rmanent 279.3B 7597 n F Sta L o 294.64 Sta Elev 49 7680 7655 7635 'l610 7592.28 7597.93 7608.25 7630 7655 7690 7705 _)~ 1:6 )I 192 29 266 02 ;:n 27 309 lJ ]40 16 ]83. 3 03 ]8 48'1 4t 5}6. 75 Sta 5~ Elev -:7 7(; 75 7650 208';:; 7630 272 52 7006 b9 293.47 7592.2a )12- 86 7598 ll 347.11 'EIO 39<-59 705 H4 -73 7660 494 57 7685 548 47 7710 144 H 055 Jl.lght ln~ffect:l.ve 1597 68 n Val Left St~ Sta HI Cord Lo CUrd 287 7597.53 548.i7 7597.22 Downstream D~ck/Roadway CoordinateS ' Sta KI Cord Lo Cord 0 7596.65 Oownstre~m Sndg~ C~oss 7690 7670 7648.]} 7625 7597 48 7603.02 7614 JJ 76J5 7660 7685 7710 '1H5 386.81 430 Ol 482 07 533 6S 7615 7HO 7665 7690 Sta n Val Sta 035 Jl_9_69 R1ght 2H. 54 J19 69 lneffective no~o Sta L Sta R n Sta ~lev ]0.42 7680 1U 19 7655 198 99 7635 ;:79 93 7610 :!15 86 7591.6) ')67 It 7610 403.87 7625 451-3 7Ei50 50l.'18 7675 553 '6 7700 Sta Elev 7 675 45.54 1]3 _2 7650 217 76]0 29t.54 HG~ 318 77 7591 SB 3n 19 '6Il .EB 41~ 25 7630 462 56 7655 511 42 16SO 563 66 nus Val 055 num• £lev Permanent Upstream Embankment S>de slope Downstr~~m Embankment a>de slope Maximum allowable submergence for 1oe1r Elevation ~t "'h1Ch weir flow beginS Energy head used 1n sp>ll~o~ay design Sp>llway he>ght used 1n deugn Wen crest shape Number of Elev St~ 20 OS 766J.38 H l6 7660 :78 45 7640 L65 H 76<5 306 J7 7591.61 354 43 7605.76 395.3 7620 440 4 7645 491 _7 7670 544 07 7695 294.54 Left -8~ 51 Elev 344 _I] _055 Bank Sea ]47 7596 15.2 7685 78.64 7665 154 _)9 7645 250' 7 1620 ]02.44 7591.48 Manning's n Values Sta n Val 0 Ha HI Cord Lo Cord 287 7596.65 Secuon Data Stnwn Elevauon Data Sta Elev Sta 0 60.37 139 78 2J4 .S2 299.44 )19.69 385 77 no 79 472 ]8 522 47 573.67 Sta K> Cord Lc Cord cu:v~rts honz 0 horn 95 f:c~o Bro;od to 1 0 veruca: co 1 0 verncal ~rested - Culvert Name Shape Rise CULVERT#! Arch fliWA Chart • 41- Arch; Corrugat~d metal PHWA Scale • 1 90 Degree head~o~all Solution Cntena - High~st us EG Culvert Upstrm Dist Length Tcp n Bctccm n ' s 33 Centerline Staoon Downstream ElEVation. 7593.61 Centerline Staucn • E1eva>:Ion- 7592.54 ~n 79 C~nter\1ne 315 •~ St~oon Entrance Less C~el Exa Lcs~ Cce! 0 202 79 Culvert Nam~ Shape P>se Span Culvert ~2 Arch 3 'I PHWA C~an # •l- Arch: Corrugated metal PHMA scale ~ 1 90 Degree headwall Scluuon ::ntena - H1ghest u S EG Culven Opstrm Dist Length Top n Bottom n Upstream Depth Blccked Depth 6io<:ked 0 Entrance Loss Coe! 5 f.xH Loss Coef l CROSS SECTION Page 23 of34 RtV£R' Re~ch U REAC!l· Scohtno Cconyon lNPU"l" Descnpuon: XSEC Statton Elevcot con Sta £lev 0 7690 60.37 "1670 139.78 7648 33 2H. 82 7625 299.44 7597.48 3U.69 7603.02 385.77 76H.lJ 420.79 76)5 472.38 7660 522.47 7685 573.67 7710 RS: 4510 oownst~eam of Culven Data 51 sea Elev Sta 15.2 7685 20.08 79.64 7665 96' l6 1St. 39 76'15 178.45 250.7 7620 26S.H )06.37 302 H 7591. U JH l3 7605 354.43 366 aJ. 7615 J95.3 4}0 01 7MO 440'' 491.7 482 07 7665 533.68 7690 SH.07 2 £lev 7683.38 7660 7640 7615 7591.61 7605.76 7620 7645 7670 7695 l'laru1H19 's n values Sta n V~l sea 0 055 2H.54 num• n val Bank Sta· Left Lengths, l-eft Channel 107.29 l2:l 56 0 Permanent: R>ght 294.54 3!9.69 lneffeCtlve Flow St~ L Sta R Elev '" m 319.69 n Sta nev 30.42 7680 I l l 19 7655 199 99 7635 279 9J 7610 315 86 7591.61 367 l4 76)0 403.97 7625 451.) 7650 501.48 7675 553.6 7700 Sta 45.54 l.H.2 21, "1 294 318 372 412 H2 511 56:; 54 77 19 25 56 42 66 Elev 7675 7650 7630 7605 7591.58 761:.68 76)0 7655 7680 7705 V~l '" cu .. tf Cont~ ' CROSS SECTION RIVER' Reach U REACH: Scotnno Canyon lNPU"l" Deact>pt >on: Statcon Elevcotlon Sta Elev o 7685 69.6 7665 129.03 7645 222.65 7625 288 59 7607 91 )57 67 7588.31 ]95 85 7599.39 4)) 98 "1632 7 ~05 22 7650 581 66 7675 RS: 4500 . Data Sta 6 :n 84.16 147.04 224 '79 315.14 359.38 409' 7 Elev 7683.38 'l660 7640 76:l4. 72 7605.71 7588.27 7620 4% 6'l 7633.05 sn 01 7655 594.95 7680 Sta Elev 18 84 7680 98.57 7655 165.23 76JS 244 as 7620 318 32 7605 361 48 759\ 29 410 81 7621 .64 461 Jl ']6)5 5:J6 9S 7660 608 22 7665 l'lannwg' s n Values Sta n val Sta 0 .055 Hl.66 num• n Val .OJ5 San~ l-engths, Left Channel 212.29 19}.78 Stco· l-eft 341. 6E Right 369.25 '" 369.25 Sta 37 )9 )l_; o7 £lev 7675 7650 7630 Sta Elev 5(.49 7670 119.95 7648 33 202.6 'l6<6- 9 281.61 7610 155.16 7591 J4 395 81 7600 4:28 52 76)0 488 t8 76'15 568.64 7670 Coett Cont~ JBl 42 262 5 761,5 :J4l.66 7600 369 25 7599 93 4:.8 09 7625 '173 81 'l640 552 96 7665 621 67 7690 n Val _055 R'ght 168.97 Exp~n ' CROSS S£C1'ION RIV£1!, Reach n REACH, Scotn no canyon INPUT Descr>pt 10 nStation Elevat>on Sta Elev 7620 no.11 7595 190 7587 252.89 7605 291 .61 7625 Data Sta Elev 25' J3 7615 169.n 7591.3:J 200 7590 261 38 1610 309' 24 7630 Mann•ng's n Values Sta n Val 0 0 Bani< Sta· Left 175 St~ 1 'lS R1ght 200 " Sta Elev 39.91 7EIO 175 7590 230.25 759<.59 269.58 7615 324 '88 7635 n Val 0 Sta 200 J.engths: Left 154.6'1 '" 2:l4 67 277' 81 Elev 7605 7597 7595 7620 Sta Elev S6 .12 7000 187 5 7585 20 75 7600 281 OS 'l62l 69 n Val Q Ch~nnel 128.78 R>ght 101.'18 Coeft Contr Expan ' CROSS SECTION Reach U RIVER REACH· SaD> no C~nyon INPUT O~sC~lptlOn StatlOO ElevatiOn Sta Elev 0 7610 112 7587.5 166 99 7587 51 171.6'1 7605 Data Sta 69.74 llS 85 169 08 201.76 Elev 7605 7585 7590 'l610 Sta li2 n Val 0 Mconn1ng• s n Values Sta n l'al 0 0 8~nk Sta' ~eft lH Rlght 138.79 " Sta El~v 92.58 7600 118 94 7582 ':lL 170. as -s<;s 220.77 7615 Sta US.'lS Lengths, 101 128 171 239 "" 7) 46 94 61 Elev 759S 7585 7600 70LQ Sta Elev 1,09 7 7590 138 78 758' Sl 173. OJ 7005.18 n Val 0 LefL Channel UB.53 109.2~ R1ght 146 49 C:oeff Cc,ntr ' CROSS SECTlON Rl'IER Reach ~1 REACH· S<'b1nG Canyon INPUT Descnpt•on Stauun Elevaocn Data num• Sta ~lev ~ta Elev o 7601;.84 :;_4 7605 27.6 7S8S :;:; 59 7581 05 40 17 750 79 40.91 7570 21 Sta 8 n ll 28 56.93 Elev 7f.OO 7580 7075 Sta Elev 15 05 75% l6 66 '1575 61 04 75'l6 )] Sta Elev LJ.n 75SO 40 O< 7570 82.48 7576.]2 Page 24 of 34 96 _SJ 118.3 7580 7605 92-85 Mann1ng • s n values Sta n Val 0 San~ .055 Sta Sta 36.66 Lett R1ght 36.66 61.04 7585 numn Val " 98_84 7590 '" n Val 61' 04 " Lengths: Left Channel 252.86 253.% 104 94 7535 111.29 Rlght Cceu Contr 252.06 ' CROSS SECTION 7600 Expan ' RIVER, Reach U REACH: Sab1no Canyon RS: 4480 INPUT Descnptwn· Staucn Elevatlon Data Sta !::lev Sta 0 102 79 l-57 13 7670 7650 76]0 7610 7560 755) .9 7570 7595 7620 7645 l-96 66 236 02 276 H ll6 51 345.15 )80' 19 416 '76 49 Sta E1ev elev 52.51 7665 98 1:9 o9 7645 168 04 7625 205 74 7605 244.23 7555 298 83 7554.22 )22 19 7575 352 7600 )87.45 7625 424 7647.58 7665 55.57 u17640 \78_7 7620 <15 7600.07 255 74 7550 299 87 7555 327 74 7590 359 l7 7605 ]94 52 76)0 iJJ 18 7650 Sta 244 -2> Sta 276- ]9 n Sta n 74 HS 59 182 54 es Sta 0 n Val 045 Bank Sta: Lefc R1ght 276.39 2H.2l n Val 04 ,., n Val Lengt':t'"' Left Channel 147.56 R>gh~ 141.71 Coett Conn ·' 117.21 Expa~ ' CROSS SECTION Rl-VER· Reach U REACH· Sab1no Canyon RS: 447Q .."" INPUT Descnpcwn Statlon Elev3tlon Data Sta Elev Sta 0 55 2J 84 _]1 1lt .l 154.9'< 190 .B 220 19 264 .17 ll5. 59 J65 .71 76-10 76IS 7575 7555 7540 7545 75?0 7595 7620 764~ Manrung's n value9 Sta n Val Sta 0 045 lJ7 -01 B~nk Sta· Left Rlght 156.2 IJ7.01 num• Elev 11-24 76]5 65.23 7610 84.7 757]_7 1:U ,lJ 7550 156_2 7540.38 1550 196-63 227.65 7575 2?4. ]6 7600 325 81 7625 370' 8] 76-!?' 58 Elev 22 ,(B 7630 66 77 7609' 29 ?57Q 90.59 7545 129' 49 175.66 1540 20< _JJ 7555 2J7. 07 7590 284.65 7605 JJS .79 7630 376. 7~ 7650 numn val "" "' 156-2 Elev Sea Elev 85 7620 37 7600 )5 7560 75 7536 '09 76 7539.88 25 7565 0~ 7590 24 7610 7l 7640 7625 7605 7565 7540 7540 7560 7585 7610 76)5 7655 Right Coeff Contr H 72 106 142 1St :214 255 305 ]55 n val "" Lengo:hs: Left Channel 156.79 "" ]] 75 69 37 9S' 41 lJ7 01 l-84 _5 208 )4 246.12 294-94 liS .66 388.34 157.33 154.35 ' Expan ' CROSS SECTION RIVER· Reach U REACIL Sablno Canyon RS, 4460 'tNPUT Descnpt>On· Stanon Elevanon Data Sta Elev Sta 0 7605 59. JS 7585 7560 IJ0.25 194.98 7545 208.48 7523.07 2H .ll 7530 :l95.6 7550 329' 87 7572. >6 J65 55 7595 409.05 7620 Manm.ng • s n Values Sta n Val 0 Bank Sta: Lett 201.5 Sta n Val 201.5 R;ght 232.58 £lev £lev 11.91 7601.53 67.76 7580 147 45 7556.1 190.51 '7540 215.46 7525 7530 266 6 303.91 7555 7575 3H-15 373.n 7600 U7.64 7625 Leng~hs 18.41 78.24 172 _6 196 07 232 SB 27> 73 JU 07 341 92 )8:2 58 426 09 7600 7575 7555 7535 7530 7535 7560 7580 7605 7630 Sea n val 232.58 0 Lefo: Channel t42.S 176_67 s~a Elev 35.72 7595 90.i5 7570 173.95 155-1. 9l 201 '5 75]0 pt>on So:auon Elevatwn Data Sta £lev Sta •13.96 79.47 7600 7585 7565 197.24 7520 262.17 7S:.6.U l0-t.49 7540 HS.:i7 7565 7585 393 99 H0.19 7610 £l~v 2.15 7598.75 u 1 7580 91.15 7560 7535 7515 :<06- 9 269.77 75<0 Jl2- 96 7545 355' 5 7570 407 74 7590 47t 86 7ols '" Sta 28.76 Elev 278 _7i 75~5 7595 7;;77 09 102.87 7555 176.77 7530 212.:n 7512.29 so 320.51 1550 160.:08 7572.36 421 94 7595 7620 482 .e• Sta Elev l6 '61 7594.04 56 59 7575 114_97 7550 \19-7 75ght 390' 95 n Val .035 Sta J90.B5 R~ach ;.engths, ;.eft Channel 165.73 R1ght 348.11 n 362 CoeU cnntr ' C~nynn ; RS' 4430 ,, INPUT Descnpt ""n Statlon Elevatwn Data Sta £lev Sta 0 75'10 5], _41 JOB 13 7520 146 t6 7500 19J ~7 7480.36 U9.l6 7'195 322.9) 7520 381_64 7S45 no.1 7570 num. Elev 9 .4'1 7565 7540 ll4 98 7516.65 149.48 7499 53 2D 4J 7485 :279 57 7~00 336 08 7525 )91 46 7550 44], 52 7575 Mann,ng's n Values Bank Sta· Ex pan. U REACH· SabHlO Sta 0 159.< 240 43 J38 87 383 57 434 36 480 OS 526 72 558 7 599.27 039.26 E:ev 7600 7575 7555 75)0 7505 7500 75JS 7540 7565 7585 7610 76]5 n Val 055 CROSS SECTION RlV~R, "• "-27 108 56 Valu~s Mann1ng' s n St~ Oat~ Sta n Val 055 166 9 OS R1ght <:ls .28 166.9 Sta El~v 41 7560 45 7535 96 7515 97 7495 29 7487- 9l 99 7505 65 7530 99 7555 }7 7578.46 Sta Elev 28.58 7555 86-37 75}0 ],28.47 7510 166.9 7490 245. 92 7487- 95 300 _7 75].0 360 24 75JS 410 38 7560 454.24 7580 180 9 253.62 Jll 71 371 07 '119 6} 470 98 Eiev 7550 7525 7505 7485 7490 7515 7Si0 7565 7585 Coeff contr. Expan "' 39' 98 u9 _ss num. n Val Lett 17 75 117 157 225 289 348 400 (50 Sta 225.28 n Val o;; Lengths, Left Channel 2H 83 263.29 Rlght 199.76 ' ; CROSS SECTION RIVER Re~ch U REACH· Sab>no canynn INPUT Descr>ptlcn· Statlon Elevatlon Data Sta £lev Sta 0 7510 l27.H 7t95 210 04 7470 270.34 7476.49 JlO B 7500 349-9 7525 390.56 7550 Mann>ng's n values Sta n Val 0 0 Sta 1S4.99 R>g-ht Bank Sta, ~eft 184 99 num. "Sta E:~v 7 76 7505 141 6 7490 22}.77 7467 85 279 06 7480 318 J8 7505 357 gg 7530 404 02 7555 l2 15] 229 287 325 366 num. n Val 0 )6 87 17 4'19 '" 242.51 ~engths, 242 51 93 66 44 ~eft 120.24 ~lev ~502 .16 7495 7470 7485 751.0 75)~ Sta Elev 107 l7 7500.89 l6g _ H 7480 242.51 7475 295.61 7490 )]) 55 7515 374.17 7540 Sta Elev lll 37 7500 184 H 7475 246.72 7476.t9 )03.29 7495 ]41.19 75:20 7545 18:1 '3 7560 n 'lal 0 Channel 143.62 Rlght J,H.02 Coef f Ccntr ~ROSS SECTION RIVER RE:ACH Re~Ch U Sab1no Canyon RS· 44!~ INP\IT Descr>ptlcon, Stancn Elevatlon D«ta Sta Elev 0 7485 3::: 7H9 sJ 131 46 7470.09 l7J 5] 7490 Mann1ng-•s n Values Sta n V«l 0 Sank Sta Q Left 77.27 "Sta 2 _ll 89.8< 14 l_ 99 180.49 n :n Sta 77.27 R>g-ht l:ll.H Elev 2J .48 7480 98 41 7461.89 144 75 7470 7490 num. n ·~a l 0 Lengths >c• n Val l)l_H 0 Left Channel 97 41 49.85 Elev rns 74 96 "'· 110 96 7465 151 79 7470.31 194 09 14~5 IJJ 15 Sta 47 sa R>ght U.J• 164 l9 Coen Conte ' Expan ; CROSS SECTION Page 26 of34 UVER ~each R~ACHo Sab1nc Canycn ~l RS. HOO INPV'T DescrlptHon_ llpStve !'lc"' Sta L Sta R Elev 0 19~ ~~57 63 :;oo 1 l14 e1 7457_72 Leng-chs Eta 236' 59 Sea Elev 89_75 7475 194 02 "l460 203.55 7455.09 2)6- 59 7-165 324 87 7480 365 3 7505 Sta 109.26 \96 09 204 97 271 l9 3H 02 ]7-1 .81 Elev 7472.37 7457.89 7455.79 7468.27 7485 7510 n Val 0 Left Channel 47 53 53.74 R1g-ht 68.32 CoeU Contr Expan. ; ' Perman~nt F CUL'JE~T RIVER· I< each #1 REACH Sabnc Canycn liS. -1397 5 INFUT ~escr1~t1on, Culven ~~ Dlsc<>nce !rem UpstHam XS Dec~/Fcadway W1dth :;;,; Cc~thqent }, l Upnrearn DeckJRcad,.ay Coor1>nates nwno } Sta H1 Cord Lc Cord Sta H1 Cord !.o Copj 175 745~ 19:< 7460 ~" IJptream Bndg~ Cress Sectlcn Data Stot•cn El~vat,cn Data 30 Sta E~ev Sta Elev Sta El~"" 7-190 2•.n 748~ 54.29 7480 ]';) .3:; 74!;5 117 81 74~0 186 03 "l464 45 197 1.; 74S5.96 19~-n 14s~.18 200 71 7455 09 <06 39 74;7 .ib 207 8<: 7458 0 210 ]) "l400 ')00 Ql "l-169. "l4 7(75 :;oo.n '470 ]1:< 08 7495 356 64 7500 341 42 7490 )46_ 93 Mann>ng•s n Values Sta n Val Sta 0 190.0} Bank Stao L~H ~lgtlt 196 -OJ :ra 40 Sta Elev Sta Elev ];_- "11 7480 66 94 "l475 149.17 7460 j_j 158.66 7460 18"l l 7454 68 187 55 "l4S4 67 199 93 7iS4. 5-I 190 45 7454 '6 Jn.9 H54.95 191 09 7450.04 240.% 7467.45 ~6-1 '56 7468 1] 304 48 7-185 315.3 7490 7515 358.45 V~lues n V~l 055 Sta 17l.OJ Bank Std Left R>gtlt 17'. OJ 21~ .81 Irte!fe<:t>ve nc" Sta L Sea R Elev 0 18]_Ef 7459.01 195 74 ]88 B9 7459 01 n Val OJ< Sta n2.81 Coeff Ce-nt< n Val .06 Ex pan ; ~ermanent ' Upstream Embankment s>de ~lope 0 honz Dc-wnstream Embankment. ude slcpe Q her M~xtrnum ~llowable submergenc~ tor "'"" flow • El~Vat1cn at. "'hlch "elr flew begtns Energy heaY des>gn Sp1ll~o~ay he:ght ""~d '" des>gn ~e1r cr~~t shape Broad Crested 0 vert>cal tc 1 o ven>cal " NumbH cf Culverts • l'ulvert. Name span ClJINERHJ f'HWA Cll~lt ~ 41· Arcll; C·~rrugHEd -t~l f'HWA Sc~le ~ 1 90 Degree ll~adwall Sclutlcn Cnten~- ~lghest u.s. EG Culven llpstrm DlSt L"n9th Tcp n Bottc·m n J •• o:<• o:t Number c! Barr~ls • IJpetream Elevatlcn • 745~ c.,nte1l1n~ Stac1ons Sta Sta ' 199 Dc~~E 1 1 El~vat>wn • 74'A.9 Page 27 of34 C~ncer11ne Sta 187.9 Scat>ons Sta. lJ;l CIIOSS SECTION RIVER, R~ach H REACH Sab> no Canyon IN~IJT Do...nau·eam ot Culven • l Data 40 St<> £1ev ~La E:ev 3~.71 7480 H 84 7475 lU.l7 7460_1) 1ss ng• s n Valuea Sta n val o Ban~ Sta os5 sea n val J Sta n Val 111 oJ oc< ght Lett l'lJ OJ Lengrhs 212.81 numSta F Slev 183.06 1459 01 39~ 89 7459.01 Lett Channel 51) 62-< sea Elev 74"10 108.69 17]- 03 7459 s 197' 9~ 7454 f.:O: 190-92 7454 69 19:!.2'1 '1455.:9 9 00 7520 Sta El~" ;og 85 '1469 87 186 ·~ 745 5' 3 7 188.~1 7454.55 191 43 '1454 _73 pt>on Data num• Sta Elev 50.91 7475 18~ OS l457.:JL 216 H 7400 2e1 ;_~ >-175 }44 78 7500 752~ 400 05 StaUon Elevauon Sta Elev 0 7480 149.45 7459.16 1%.06 7-15~ 747o 275 '75 J]J 97 7495 398.88 75~0 Mann 1 ng • s n V
        ght num• n Val Q}:i 31 Sta '" lJ 74 80 lH <-OS <99 £1~v SL Elev 747C ll5 IS8 .6 ;_n 311 JE5 4i.3 H5J .0~ 7466 4 7485 7510 ;~5 01 'Ill 14 '1405 7.,;s 7480 '1505 753C Sta nc canyc.n INPUT C..so:;:r,pc; en S:auon Elevauc-n E1ev Sta 7540 H 1S "7515 1o6 _:;_e 7490 7465 145 ':s 1.96.54 7450 287.65 7450 396 96 7470 7495 H2 5S Oata oc• ' Left :109.71 Oev lJ- 98 75)5 'l4 7510 7H5 1< ll)- 9] 154 '5 209 71 317 :JS 404.73 45< Mann1ng•s n values Sta n V<>l 0 055 Ban>: Sta RS _ 4'l$Q Sta 7HO 7-145 7455 o;: o. 1:\ 7; 165 3] . . . 7;_ 7<75 ]:0:8 ;:; 414 -~9 7500 HO 16 num• n val Lengths: '-46 '21 Elev 75.!0 7505 7480 7405 7441 87 7456 9 7'180 7505 Sta Elev 42 '04 75<5 JO 08 '1500 U9. 55 7<75 1H 6 H54.H 246 .:n 7445 3'12_7') 7460 4<3 96 148~ H8 51 7510 Sea 58' 0 98' 20 Elev 7520 7495 ' " 45 7470 190 H "145J 21 253.1 7446 02 )65.68 74b5 4]] '3 7490 476.7: 7515 n Val m <0~-"11 R>ght '" Ha ;:t; 19 "' Left Channel J59.e 1sS.J6 ~lght Coeff cc-ncr. ' no.15 Expan. ' CROSS SSCT1011 PlVEI!· Reach •1 RE.>.Cl-!· Sab>nc Canycn RS 4370 1NPIJT Descnpuon· Station E:evatlon Data sea Elev oc• 0 7500 II 06 58 _78 7475 HS 99 209 0'1 ;l93 99 )73 03 • '1 ;.7 7450 7440 7-155 7460 Mann' ng • s n sea 0 San~ 169 03 El~v 7455 7470 ~H5 H Sta Elev :J.OH 7490 65 19 7465 Ja0.69 7442.)J ;: 1~ . a 7460 7490 7515 Sta ;_;:2 40 n Val 0 46 122 ) 99 270 JH ~8 oH 5:< ·~a n l ue~ val St~ 0 leO 69 "• o J:ght n va: Lengrhs 2:<:< ,45 Letc cnannel 1'-1 8 12-1-18 R1ghc 1H 98 C~ef f Ccntr ' SIJMMARY OF MANtlltlG'S tl VALUES Page 28 of 34 ,...._ ~iver.Re~<::h Re .. ch " ~iver S~b1110 C~nyon SQCO Sabino Sabino Sab1 no Sab1.no Sabino Sabl.OO Sabu1o Sabl.flo Sab1 no Sabl.no Sabino Sab1no Sab1no Sab1no Sab1no Sabwo Sab>no Sab1no Sab1no canyon C<>nyon canyon canyon canyon Canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon 4~90 S~b1no Sabwo SabH>o Sab1no Sab1no Sab1no Sabwo Sab>no Sabl.no Sabwo Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1nc Sabwo Sab1no Sab1no Sab1no Sab1no Sab>no Sab1no Sab1no Sab1no Sab1no s .. b>no Sabino Sab1no Sab>no Sab1no Sab1no sab1no Sab1no Sab1 no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1r10 Sabino Sab1 no Sabwo Sab1 no Sab1 no Sab1no Sab1no sat>1no Sab>no Sab>no Sab>no S~b1no Sab,no Sab1no Sab1no Sab1no Sab1no C~nyon canyon Canyon canyon canyon Canyon canyon canyon canyon canyon canyon canyon canyon canyon Canyon Canyon Canyon canyon canyon canycn canyon canycn Canyon canycn canycn Canyon canyon canyon canyon Canyon canyon canyon canyon canyon canyon canyon canyon c~nyon canyon c~nycn canyon Canyon canyon Canycn canyon canyofl Canyon canyon canyon Canyon canyon canyon canyon canyon canyon canyon canyon canycn canyon canyon Canyon Canyon canyon canyc-n St~ "' .QIJ "' "' 055 0 "' 0 4990 4970 4955 4950 4949 49-18 4940 49]0 4925 .045 o;; on "' m . 055 . OlJ .045 o;; . 045 m .OlJ 0 ou Culvert 055 Culvert 49<0 4910 4900 4890 4885 4880 4970 4860 48$5 4950 4840 4930 4925 4920 4810 4800 4790 4780 4775 4770 4765 4760 n5o 47-!5 4740 4730 -1725 47:20 4710 4705 4701 4690 4680 4675 4670 4640 ou Cul·Jert Culve1t Culvert ou "" 0 "" 0 0< 0 "' .055 0< m OD Culvert m Culvert Culvert Culvert Culvert 46]~ Culvert HJO 4620 4610 4600 -i59S 4590 4580 4570 4565 -1560 4550 45-10 4530 4520 4515 451.0 4500 4495 H90 H85 4490 0 0 m " "' m m 0)5 Culvert 0 0 "' m "' m m o;; "' "' "' m m 0 m "" Culvert m m m 4470 4460 -1450 Hno Sabino Sab1 no Sa01no Sabl.no Sab1nc Sab1no Sab>no Sabino Sabino Sab1no sab1no Sab1no Sab1 no Sab1nc Sab> no Sab1no canyon canyon canyon canyon canyon canyon canyon Canyon canyon canyon canyon Canycn Canycn Cdnyno S~bwo Sab1n0 Sab1n0 Sabino Sab1no Sab1no Sab1no Sablllo Sabino Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Sabino Sabino Sabino Sab1 no Sab>no Sab1no Sab1no s .. b>no s .. blllo Sat11no Sabtno Sab1no s ..b>no Sab1no Sab1 no Sab1no Sab1no Sab1no Sabno Sab1no Sab>no Sab1no Sabino Sab1no Sabino Sab1no Sab1no Sab1no Sab• no Sabino Sab1no Sabwo Sabino Sabino Sab1 no Sab1 no c~nyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon Canyon canyon canyon canyon canyon canyon Canyon canyon canyon canyon canyon canyon canyon Canyon Canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon canyon Cvero Reach t1 Sab>nc Canyon Sab>no canyon Sab111o c~nycn S~bino canyon Sab111o canyon Sab1no canyon S~b1no C;onyon Sab111o canyon S~b1no canyon S~b>no canyon Sab>nc canyon Sab1no canyon Sab1 nc Canyon Sab1no canyon Sab1no canyon Sab111o canyon Sablllo canyon Sab1no canyon Sab1no Canyon Sab>no canyon Sab1no canyon SaC>no canyon sabi nc canyon Sabtnc canyon Sabwc canyon Sab>no canyon Sab1no canyon Sab>no canyon Sab1no canyon Sabtno Canyon Sab>no canyon Sab1no canyon Sabino canyon Sab1no canyon Sab1nO canyon Sab1no canyon Sab1no canyon Sab111o canyon Sab1no canyon Sabtno Canyon :;:9 33 Culv"rc 173 _2 154 .55 48 .5 Culv"rt 16~ -6 ~ 86 0 4855 4850 4840 62.2 J67 85 159 36 12i JS 72 ~5 ]-I~ 08 no :s 118 98 CO~fFlCIEtiTS Conrr Exp~n Culv"n Culv"n CuJven Culven Culv"n Culvert Culvert -1140 Culvert 4710 Page 30 of34 Sablno c~nyon S~b1n0 c~nyon Sab1no Sab1no Sab1no Sabino Sab1no Sab1no Sab>no Sab>no Sab1no Sabino Sab>no Sab1no Sab1no Sabino Sabino Sab1 no Sab1no Sab1no Sab1no Sab>no Sabino Sab>no Sab1no Sab>nc Sab>no Sab1no Sabine Sab1 no Sablno Sab>no Sab>no Sab>no Sab>no Sab1no Sabino Sab1no Sab1no Sab1no Sabino Sabino Canyon canyon r:anyon canyon canyon canyon canyon Canyon canyon canyon canyon canyon Canyon canyon canyon Canyon Canyon canyon canyon canyon canyon canyon canyon Canyon canyon Canyon canyon Canyon canyon canyon Canyon canyon Canyon canyon Canyon Canyon canyon Canyon Canycn canyon 4705 S 4701 4690 4680 4675 4670 4640 '1635 H30 4620 46:10 4600 4595 t590 4580 4570 4565 4560 4550 4540 4530 4520 4515 4510 4500 4495 H90 H85 H80 4470 4460 HSO 4440 4430 4420 4410 HOG 4397 5 4395 4390 4380 4370 Froflle Out[luL Table Reach Culv<'rt Culven Culven culven ' ' ' ' Culvert Culvert Standard Table J R1ver Sta Frofl1e Q Total iCfsl Mln Ch El l!tl W S. Oe•J lftl Cr1t ~ S IHI E G Elev If~: E G Slope lft/[t.l Sabino canyon Sab>no Canyon 5000 5000 Pre- f•re Post -F1re 113 oo H2 00 7976 07 7976 07 7978 ]7 7979 ')8 7979 ]7 7979 '58 7978 9E 7980 47 0 030609 0:/6:/83 Sab1no canyon Sab>no canyon 4990 4990 Pr~- fire Post-F1re ll] l22 oo oo 7954 JB 79S4 38 7956.0) 1957 03 7956 _Q] 7957.0] 7956 52 7157 76 0 010661 005202 113 oo Jn oo 79)9 00 79]9 00 7941 23 7942 ' . , "1941. 72 "1943 00 003754 002860 Sab1no canyon Sabino Canyon 4980 4980 Pre-Fire Sab1no canyon Sab1no canyon 4970 4970 Fre· F1 re Pcst·F>re 1ll oo oo 7927 21 7927 ..<1 Sab1 no Canyon Sab1no Canyon 4 955 4955 Pre-F1re Post·Fae Ill 00 7919 90 Sab1no canyon Sab>no canyon 4950 4950 Pre-Fne Fest:- Fae ~ost-Fae 322 )2:2 oo 7919 7928 50 7929 ~] 7915 09 7915 09 Flc·"' Area l~g ft_l T~~ W>no canyon <910 4910 Pn-Fne Post-F1re 129.00 369.00 7680 00 7880 00 78R! li 7864 73 78~! 11 '084 7) "1883 90 7885 9} Sab1nc C~nyon Sab1no Canyon 4900 490; Pre-Flre 1<'! 00 369 oo 7869 05 7869 05 ~&71 9~ 787] 58 Sabino Canyon Sab1no canyon 4890 4890 1~ 9. oo ]69.00 7860 00 7860 00 780< 18 ~86] 9~ frLure L(9 .OC 7F<5" ]69 oo 98 7856 H -;oo5 DJ fGSt·flr~ "SSl 00 7651 00 7007 79 0 036<00 0 032140 Sab1no canyon Sab1no canyon 4%0 4860 Pre·F>re Post -i'>re 129.00 )69' oo 7841 00 7841 00 'HJ ?7 7EH 0 003557 Sab1no canyon 4855 Sab>rlO Canyon Sabino canyon 4850 4650 Pre·F1re 7841 00 Post -F1re 78'11 DO Sab1no canywn Sabno canyon 4840 4810 Pre· F1 re Pon-Fne 129 oo 369 00 Sab1no canyon Sabino canyon 48]0 4830 ~re-F1re 1L9 00 ]69 00 7861 fO 79£] 75 7861 60 7H] 7'; -;a•s 98 37 ']85:/ 39 0 0 " 0 "15 .:: 15 7C· 9 S9 38 07 0 )L 0.:<0 -~00900 Culvert POSt- F1 re 02 7615 o;: 7815 78., 60 7845 90 -;84] 60 ~640 9E 7828 )5 ~8<9 40 7S19 ll 7922 55 Page 31 of34 0 036578 0 0)0978 7819 }4 1e;;;: cs 0 OOB5H Q 000889 15 76 40 07 )4 HG H }4 lt " ll Sabino canyon •ns Sab>no canyon Sab1no canyon 4820 4820 Pre-l'>re ~.;st -1'1 re 1~9 .00 369.00 7Sll E8 7811 68 Sab1no canyon Sab1no canyou 4810 4810 Pre-fne Pcst-F>re 129 00 J69 00 7801 11 7801 l l Sab1no canyon Sab1no canyon 4800 4800 Pre-l'ue 129 00 ~ost-1'1re 369 00 7784 09 7784 09 Sab>no canyon Sab>no canyon 4790 4790 Pre-Fue Post·flre 127 00 395 DO Sab1no Canyon Sab1no canyon 4180 4780 Pre-F1a Pcst-F•re 127 00 ]95 00 Sab1no Canyon 4775 Sab>no canyon Sabwo canyon 4770 4770 Pre-Fne Post-l'ue Sab>no c~nyon Sabino canyon 4765 47~5 Pre-F>re Post. F1 re Sabino Canyon Sablllo c"nyon 4760 4760 Sab>no Canyon S"b1no canyon 4750 4750 Culvert 7814 .)8 781.5.83 78lt 3S 7815 8] 7815 lJ 7n6 84 0 0~744: 0 0:2461< lB 67 45 76 n 780] 94 7SOS.H 7804 bS 7806 50 0 0<3556 0 0204 87 1S. 98 44-03 13 4J 20.51 7786 65 7787 99 7786 65 7787' 99 7787 25 7788 56 0 0321.68 0 016174 20.75 61.15 17.7:2 51.68 0. 79 7777 OJ 7777 01 7779.62 7780 83 7779' 6:1 7780 SJ 7780 15 7781 49 0 0~7061 0' 016426 21 .SJ 46 73 1.02 0 •• 7766 0 7766 4J 7769 so 7771 47 7767 96 7769 71 7769 69 7771 72 0 002017 D 00282.! :10 14 30 39 7762-16 7762 l f 1764 15 7765 6') 7764 .15 7765 63 "1764 '94 7766 16 o on12o 127 00 J95 00 775'1 31 7754 31 7756 H 7"158 30 7756 84 7758 ]Q Pre-F.re Pcst-F>re 127 00 }95 00 7740 <3 7740 ;_; Pre-Fue 127 00 ]95 00 7730 7"! 77]0 _?} l4 35 04 0. 99 0 B " Culven Post-fire 7"141 H 7734 69 7738 4£ Sab>no canyon 47<5 Sab1no canyon Sab1no canyon 4740 4740 Pre-F•re Po~t-l'>re ll7 00 395 00 773:2 '10 7733 15 Sab>no canyon Sab1no canyon 4730 4730 Pre-Flre Pon-l'.re 1<7 00 )95 00 770:1 •17 7733 45 0 Ol821B 0 015689 l74] 36 770~ 57 774'1 .45 0 023185 020006 67 7734 04 77]4 37 77]8 63 001512 0.001107 77]:2 57 7;;,3 85 0 004800 0' 014]65 T1)2 7' 0.005503 15 '" 0 " 8.1:0 ' l 0 JO 17' 99 70 8i ll- 95 68 97 ' "" 0' 5~ 19' 64 48 67 19.84 47.69 15 77 :2 78 ]7 00 12] .87 15 22 4191. Culven Sab1no canyon 4725 Sab1no canyon Sabino C~nyon •no Pre- Fne 1~7 00 4720 Fcst-~ne )95- oo Sab>no canyon Sabino canyon t7l0 4710 Pre-Fne Post·l'>re 1<7 00 395.00 "1728 64 7729 86 000093 0. 000:/4] 3- ]4 0 0' 75 l 0.48 '" 45 171 71 267 54 eo 61 103 31 " 0.07 0 lJ Culvert Sabino canyon 4705 Sab1no canyon Sabwo canyon 4701. 4701. Pre-F.r~ 1~7 00 Pcst-l'>re 395. ou Sab>no canyon Sabino canyon 4690 4690 Pre- F> re Post- 1'1 re 1::;7 00 Sabino canyon Sab1no canyon 4680 4680 Pre·F>re Post-F•re 01 7726 Dl 7726 77:£9 86 7731 2J 77'<9 9I 77J1 33 ;;:E ;,o 772C 87 so 75 106 H 0 000657 0 00!185 44 58 82 5, . 0 " 0 ;:7 " 0 000}"1H 0 00070} 0 L1 Culvert 7724 31 7724.31 7726 09 7728 03 77;!6.93 77:<9 83 018948 014958 395 00 7720 lS 77;'0 19 77<:1 :18 7723 65 772< 89 7724 bl 0 0"<3908 0 0:/0490 50.30 147.00 398 00 771) 83 77U 8J 7719 2S 7719 9:1 7719 3] 77:0.C 08 0 0012% 0.002809 1]8 55 64 12 97 45 "!0 1< 75 78 45 '71 88 19 100 78 15) H a s1 so 6& 42 51 .69 63 J2 ]-; 90 99 8J 27 100 <2 7.3£ 79 18-58 29.05 co 20 3~ 87 OJ 10 26 75 ]7 Sab1no canyon 4675 Sabino Canyon Sab>no canyon 4670 '1670 Pre-Fire Post-fHe H7 00 }99 00 7713 6~ 771] 6oi "'711 95 7718 6J 7717% 7718 63 77B n 7719 11 c .019~16 0 OOe268 Sab•no canyon Sab•no canyon 4640 4640 Pre·F>re Post·F>re )'17 .00 399 00 7702 70 770< 75 7710 52 77:.1 74 7706 H 7708 15 7710 56 7711 87 0 000301 0.0010:25 Sabino Canyon 4635 Sab>no canyon Sabino canyon 4630 46JO Pre-F.re Post. F1 re 147.00 J98 .00 7701 78 7701 79 7703 2& 7703' 90 770] ;(6 77r,] '90 770J 60 770'1 53 0 025920 015208 Sablllo Canyon Sab•no canyon 4620 46:20 he-F1re Post-F;re 147.00 J99. 00 7688 44 7688 44 76~ 9 34 7£09 '77 7689.34 7669 77 7689 57 7690 18 0' 0)079) 0 O< 1683 Sat.> no canyon sab1no canyon 4610 t610 Pre-Fne Post·F>re 147.00 398' 00 7678 :5 7678 15 '679.1£ 7679.62 7679 16 7679 62 7679 40 7680 l.D 0 .00598< 0.00530 54 62 10] 65 lOl 0! 107 20 00 ," . Sab>no canyon Sab>no canyon 4000 4600 Pre-F1re POSt- Fl re 147.00 399 00 7673 49 7673 49 7677 96 767s n 7675 1;8 7677 50 7677 97 7678 74 000032 0. 000107 300 99 389. SJ 112 52 121 70 0-09 7674 n 7077 22 0.023992 0 019747 19 _59 45.41 76- 0~ 0.99 1 '00 Culvert l.H "' 57 56 0 " 0.23 CulvErt; Sab•no canyon 4595 Sab1no Canyon Sab>no canyon 4590 4590 Post·F>re H7 00 395 00 7671 87 7671 87 7673 7675 .as .so 767] '85 7f75 50 Sab1no Canyon Sab1no canyon 4580 4580 Pre-F>re Post-F>re 147 00 398 DO 7665 oo 7665 00 7665.91 7666 42 7665 91 7666 4:< Sab•no canyon Sab>no canyon 4570 4570 Pre· P>re POSt·F>re oa 3,5 00 7655 00 7655 00 7655 76 7656 55 7655 76 7656 5S Sab1no canyon Sab1no canyon 4565 4565 Pre-i'>re Post-F•re H7 00 398 00 76'13 El 764:).61 7645 86 76'17 01 7645 a6 7647 OJ 7647 Sab>nc canyon Sabno Canyon 4560 Pre-F>re 4~60 Post- F.re ~so 165 00 00 76]0 50 76]0 50 76!3 <3 76]4 72 Sabino canyon Sabino canyon 4550 4550 Pre·f>re l6S 00 490 00 7E2l 50 7621 50 Sab1no canyon Sab1no canyon 4540 4540 Pre· Fne H~ Post-F~re 490 00 Sab>no canyon Sab1no canyon 45JO 4530 ~re·f>re Pc·st·F>re Sab•no canyon Sabino canyon iS20 he-F>re 45~0 Post. Fne Sab1nc canyon -15;5 Sab1no canyon Sab>nc canyon 4510 4510 ]l 77 ., Culven Pre- Fne Pcst·F>re 7.50 10.54 nn 0' 024]27 0.0207n 68 19 55 ]7 72 80 7656 11 7656 95 0 02053< 0 Ol07J8 ]1 -;.7 7il 8E 45 90 94.45 7£46 H B9 0 018472 015855 76]] re 186 808 oo oo Sab1no Canyon Sab>no C;onyon H9S Pre·Ftre Post-Fue 186 808 oo H95 oo Sab1no Canyon Sabtno Canyon H90 H90 Pre·FHe Post· F1 re 196 908 Sab>no Canyon Sabtno Canyon 4485 4485 Pre-F,~e Post-F1re 196 809 Sab1no canyon Sabino Canyon 4480 4480 Pn!· P>re PO!It·FHe 196 .00 809_ oo 754 7 7547 Sabino c;onyon Sabino c"nyon 4470 H70 Pre-Fne Post-fne Sab>no Canyon Sab>no canyon 4460 4460 Pre-P>re Post ·P> re 186 808 Sab>no Canyrm Sab1no Canyon usa Pre-Fue 186 4450 7588 ;n 7sn so 7596 17 7S92 SO 7596 17 759> b9 7598 H 0 021950 0 02:264 7585 00 7585 00 7588 91 7591 l4 7588 9l 7591 34 7589 66 7592 00 0 017950 012861 oo oo 7582 3< 7582 12 7585 61 7589 35 7585 61 7588 ]5 7586 43 7589 27 oo oo 7569 79 'J%9 'J9 757) 35 7576 69 757] 35 7576 69 ~0 so 7551 03 7553 60 186 00 808 00 75]6 09 7536 09 oo oo POSt-fne 75ea :n <: 71 35 7J <6 70 97 95 17 73 46 sa 0 017646 0 01019] 25 54 106 6] 15 77 56 l3 1.01 7574 no Canyon S"b>no Canyon HtO 4440 Pre·F>re Post·F>re 196 00 808 00 74';4 44 7494 .H S"bino Canyon Sab1no Canyon HJO HJO rre-Fae 186 00 Post-F>re aoa oo 7480.36 7480 16 Sab>no canyon Sab>no canyon Hno Canyon 4410 4410 Pa·F>re Post· F1 re 186 808 oo oo 7'161 89 7461 89 7H4 73 7466 99 Sab1no c"nyon SatHno Canyon HOO 4400 Fre-fue Post·F>n 186 00 808 oo 7455 09 7455. a~ '1459 81 7462 S6 7457 i30 7461 39 7460 G4 7463 55 001969 004lOJ 49 04 Ill IS 15 79 37 16 Sabino Canyon i397.S Sab;.no Canyon s .. b,no Canyon 095 4395 Pre·F>re oo oo 7454 54 HS4 54 7457 10 7459 (2 7457 10 7453' 36 7458 OS 7460 60 012506 OIJ309 236"1 92-59 19 64 36 no canyon Sab1no Canyon 4>90 4390 Pre-Fue POSt- F1 re 196 00 7453 OS 7453 08 >4'010 .08 7458 79 7456 90 7459 94 0Ji60B 009717 25 51 lOS 67 55 01 Sab1no Canyon Sab>no canyon 4180 4390 Pre· P1 re Pcet·F>re 196 00 908 00 30 J< 9S 95 26 59 45 40 '" Sab1no CanyL>n Sab>no Canyon t370 4170 He-fne Post-Fae 80 1076 00 40 H 117 07 27 "' p 35 0' 99 Profile Output Table Reach Culv Vel OS '" 9' 11 ' ,, 9 :s 186 808- Post·F>re i!06. oo 27] 7441 37 7441 87 7H4 15 7445 .95 7H•-15 7445 .95 7438 05 7438 OS 7440 99 7443 Of 7440.97 744] .05 74-11 70 7444 40 0' 017884 0' 014"-5"- ' u 01565] 0' 015660 'n 9 "" 0 _}Q Proflle E.G oJS W.S CULVERT.! tJS E.G !C E G. OC ~ln El We" 1ft) Flc~o 0 Cul".· Group lftJ lcfsl lfle~r Q (Chi Sab>no canyon 4955 12 ~ '90 Sabtno canyon 4855 14-45 H. 45 '" 19 32 67 "'" 15 76 Delta VIS 0-97 0 " 7920_ 'J2 7920 69 79.<0 "ll 79.<0.40 ;non 7920 69 792: 80 7920 74 Post F1re 7921 'J7 7921 77 7920 41 as 57 201 ]9 CULVERTI2 Post F1 re 7921 77 7921 77 79<0 41 35 05 201 38 Pre-F1re 7891 66 7891 •17 CULVERT~ Post·F>re 7894 24 7893 7890 lJ 77]4 CULVERTU Pre-F>re 7864 7864 OS 7864 CULVERT#) Post. rue 7868 47 7869 29 7868 47 7869 47 CULVERT~! Pre·i'>re 7846 38 7846 17 7846 41 7946 38 CULVERTU Post-F~re 7852 ]9 CULVERT~2 7920.41 67 82 I n 7891 80 78'11 Cujv v~l lfLI Pre-F~re 9.5~ Sabtno canyon 4985 7. 35 a _7J Sab>no canyon 4985 !2.71 :2.71 '" Culven Only lftJ Seb>r>o Canyon 4925 9.]5 9_ 35 Sabino canyon 4925 10 .94 10.94 26 95 Culvert R>ver Sta Sab>no canyon 4949 1'1.89 Sab1no canyon 4949 1:.64 11 64 Sab>no canyon 49~9 Ll.ll l2.ll Sab1no canyon '1949 II 16 ll '16 7483 16 1485 19 :a 8' 60 36 58 ." eo 7894 <4 as 786£ ]7 129 00 7866 ]7 244 52 ~ 93 204 ' " 2 57 6 71 ' "' 1.24 _.a H9.00 ~ 7852 24 7819 :J Sab1no Canyon 4825 7,24 15.74 Sab>no canyon 4825 ll-46 19 75 CULVERT~! Sab>no canyon n;s 9_05 9.25 Sab1no Canyon 4775 8.99 8.99 Culvert U Pre-Fire 7769 70 Culven P09t-Fae 777172 Sabtno C.>nyon 4745 8.03 8' 37 Sab1nc canyon 4745 ll.81 1-1.70 CULVERT#! P~e·Flre 7734 88 'J734 69 '738 .64 ~738 H Sab>no canyon 4725 8.57 Sab>no canyon 472S 9 ;!3 9 <3 Sabwo canyon 4 725 96 7-96 Sab>no Canyon 4725 a 64 a_ 64 CULVERT#) ~~ 79H.34 Pc·st·Flr"- CULVERT~! 7818 63 784 7819 34 78.<;< 59 7"709 50 7769.0 ]] 7823.26 129 00 7823 26 ]69 00 7769 70 7769.40 122 H 7771 72 7769 40 141 :<0 7734 88 77]7 01 127 00 77]7 94 7737 OJ 77!1 % 77]2 49 77]2 77]1 7& 773< " 7732 07 77JJ •s 77)) 7733 48 7732 07 50 04 77]] 40 7731 ]8 77 32 61 '"31 .;o 7731 •• Pre-Fne 7734 70 07 16'1' 67 .;:s; sa 106 :2 53 ~ 5 ]l 7 8' 57 Sab>no canyon 005.5 8. 98 II. 29 Sab1no Canyon '1705 5 9_ 81 9-81 CULVERT~2 CULVERTU Post F>re 77)] 49 CUL'IERTn CULVERT~! CULVERTU 58 Pre·F>re 77Jl .e 7710.56 7710 CU!.. VERTU Post· F1 re 7711 .87 77tl 4595 COLVERTU Pre·Fu·e 7677-97 7077 9.67 11 .69 Sab1no Canyon 4595 CULVERTH Po~t-Fire 7678.74 7678 CULVERT#! ~re-F>re 7597 82 7597.76 7597 Culven " »re·Flre 7597 "' 7597 7597.83 CULVERTU Post-Fire 7599 7595 " Post. P> re 7599 " " " 7599.75 Culvert 7599 7596 .25 s~b•no 7. 9l canyon 7. 93 Sabino Canyon 10' 70 l3 .36 4635 !4- 31 sablno canyon dlS lJ .)6 Sablno canyon " Sab1no " Canyon 10' 10 4515 10.08 Sab•no canyon 45!5 9.12 10.27 Sab1no Canyon t5!5 4. 90 ' . 90 Sablno Canyon 4515 '.89 4.89 7719.28 7719 " 77!9. 99 7720 " " 7710.56 7709 7711 7711 " " 7677 7677 " '" " 7678 8. , , Sab>no Canyon 8. as l0.l7 ~)97 ' Sab1n0 Canyon 1)97 .s l! .52 ll .52 C'!JLVERTU Pr.,-Flre 7460 COLVERTU Post-Plre 746] " 7459 " " "' 7462 % " " " "' " 7678 " 7718 '" 77 ~ 8 "' 7709 " 7709 ,, 7597 7597 7599 7597 7599 " " " 7460.04 7'160 7463.46 7463.55 " " " 7677' 41 7677 7597.75 7597 " 7597 " " " " " 7159 "' 7459 "' .. " "' " .. "" :.:< ,., " '" " " "" 7.26 H 0 "" "" "' '" "" "" "" "' '" 217 12 . "' " '" " " '"' "' ' "" "" m " m " ., " "" '" '" ' "' .. " 0.85 '" '" HEC-RAS OUTPUT SABINO CREEK (100-YEAR) HEC· RAS Venion 3 . 1 .1 May :2003 u.s. Army Co rp ot £ng1neen Hydrologlc E"91neenng Center &09 Second Street, Su1~e D Davis, Call tornia 95616·4687 1915} 756·110 4 X X X X X X X X X X X xxxxxxx xxxx X X X xxxx xxxx llXJUtXX X X X X XXX X xxxx xxxxxx xxxx xxxx XX X X X xxxxxx X X xxxx X X X X xxxx.x PROJECT DATA ProJect Title : SUIJIIII4rbaven Pro)eCt f'lle : SAatl«> CAIIIYOII CRI&K p r ) Run Dne and Time: 12/19/:2003 11:24 : :20 AM PrOJeCt 1n Engluh unlta ProJect Deacr1pt1on: S.bino Canyon PLAN DATA Plan Ttt le: 100 year ev•nt scs TYJ)e I Phn P1 h p: \ Pima_County_DOT_FC\ SUJr~M:rhaven\ Kydrology and Hydraultca\ H£C+RAS \ SA.BINO CANYON CREEK. p04 GttOIM:try Title : !dlted Geome try Geofftetry File p :\PiN_Coun ty_COT_FC\Summerhaven\Hyd roloqy and Hydrauh CI\ H£C ·R.AS\SA.81NO CANYON CR£EK . g03 Plov Tltle Plo w File 100 yen SCS Type I event p: \ PlN_Coun ty_OO'T_FC\Su!Mie rhaven\ Hydrol ogy and Hydraul1ca\HEC·AAS\SA8INO CANYON CREEK. f 0 4 Plan Sunaary Intoraat ion NUiftber ot Croas SKt tone Culvert a Bndgea 68 14 0 Hu lltple Openlnga Inltne S~ructurea l.at eral St r ucture• CQMPutn 10nal Intorrut 1on Mater aurtace calc:uht I. on tolennce Cntical depth c alculaton tolennce Maximum number of 1nterat1on1 • MaxliiiUm d1fterence tolerance Flow tolerance factor • 0 01 0 . 01 20 0.) 0 001 COft'IPut atl o n Opt1ona Critical depth cotnputed only where necessary Conveyanc e Calculation Method : At bnalts in n valu e• only Friction Slope Method: Avenge Conveyance Co.-.putnional Flow Reg1me : Subcrtttcal Flow FLOW CA'I'A Flow T1tle· 100 yu r SCS Type 1 event Plow File p: \ PI . ._County_OOT_FC\Sunnerhaven\ Hydrology and HydraullCI\HEC· RA.S\ S.\811'10 CANYON CREEK. ! 0 4 Plow- Data leta) R1ver Reach U Reach 11 Reach Reach Reach Reach Reach ...." "" Reach Sab1no Sabtno Sabino Sabino Sabino Sab1no Sabi no Canyon Canyon Ca nyon Canyon Canyon Canycm Canyon RS 5000 49)0 47 90 4&80 4560 4510 4370 Pre F1te Peat F'ire 247 282 297 594 687 7 87 684 10]0 l H& 1969 .,,...,.. 88) 8oundary Cond1t1ona R1ver Reach Reach .." Reach Prof1le Sab1 no Canyon Sab1 no Canyon Pre F1 r e Poat rue Upatream Dow n•tr ean~ Critical Crt tica l Nonr.al s - 0 015 Norra.l s • 0.015 GEOMETRY DATA GeOtMtry T1t1e: Eeacript1on Stlt~on Elevlltion Dllta Uev Sta Sta num• Elev 0 7990 )9 22 7965 112 04 794 0 195.13 7928 24 216.9 79 4 5 309 ) 4 7970 8.68 4 7 07 123 l8 239.1 212.9 322. 98 79 85 7960 .,]5 7930 7950 7975 St a n Val )4 0 05 Mann1ng · s n Valuea Sta n Val 158 Oll 0 4 970 Bank Sta, Left Right 158 .)4 195' 13 28 Elev Sta 7990 16.46 7 9 55 57. 44 121.04 79)2 .69 256 .)6 7930.6 288.87 7955 7980 Jl9.H Sto £lev ~970 31 63 96.26 794 5 159 ]} 7927.21 270.84 794 0 302.24 7965 7975 7950 7930 793 5 7960 Right Coeff Contr n Val Sta 195.13 .055 Lengtha: Left Ch•nnel 109.28 Elev Sta 24 . 1 76 .U 158.34 264.61 295.) 110.18 116.2 .1 txpan .J CROSS SECT ION RIVER RE.\Cl< Ruch t l Sabtno Canyon INPt.rr Deacnptlon· StatiOn Elevation O.ta St a £lev Sto 0 S2 o• 101 18 U1 0 2 2)). l9 7965 79 40 79:25 7925 79 4 5 H•nnlng's n Valu e• Sta n Val 0 0 Uev 9. 7 4 7960 7935 U.69 112.8 7920 184 2 7925 .1) 249 07 7950 20 Sta 20' 56 Elev 113 195. 4 7 265 7955 7930 7919.9 7930 7955 Sto lll.l n Val 0 71.)7 Elev .,, Sto Elev 7 945 82.88 792 4 .11 1l.l.) 7921 79 219 9 79 4 0 Sta 32.86 91. OJ 11). 74 207.28 4.80.49 7950 792 5 7920 7935 7960 R1ght Coe ff Contr nwo· Sta 101.18 Unk St a : !Aft R19ht 101 18 1)).) n V•l 0 lAngth8 Left Ch•nnel . . 65 4) .5 4 l& .iS !lev Sto £lev 27 . 88 7950 7) .76 7925 114. .55 1915.09 .) &xpan .s CROSS SEtllON RIVER· Reach 11 REACH! Sab1no Canyon RS 4950 INPUT ,. De•cnpt 10n: XSEC Upat ream Of Culvert i l6 Stfit ion Elevat 1cn O•t • nuN• Sto Elev £lev St • Sta 0 7965 0 6 22 194 0 100 20 7920 78 ' 02 55 )8 105.78 7960 7935 7920 .. 7955 lB .62 .38 7930 107 .6) 7915. 22 Sta Elev 37 OS 794S 1!1.27 1940.95 119.62 79 15 . 16 Page 2 of 34 126 .lJ 214 OJ 2iJ.81 7920 79:!5 7960 121.89 7920.62 224.8 7940 Mann tog• 1 n V~1ue& Sta n Val Sta .013 105.78 0 Bfllnk Sta: Le!t R1ght 105.78 l:Hi.lJ J netfi!:Cttve Flew Sta L Sta R £lev 0 lOli .1 7921.5 120 . li 283.81 7921.5 o Val .045 182 08 792). 25 238 83 794 5 Sta 126.13 186.68 252.7 9 7925 7950 Right 31.14 Coef f Cont r. .3 199 . 4 ) 266.83 7930 7955 n Va l .055 Lengths: Le t t Channd 44 .18 37.9) Expan. .5 Permanl!:nt F CULVERT RIVER: Reach •1 REACH: Sab1nc Canyon AS 4 9 49 JNFVT Oe•cnptl.on: Cu l ve rt U 6 Distance !rem Upstream XS 4.5 Wldth 20 W@tr Coet f tctent 3.1 Upltream Ceck / J:\cadway Ccordtnates D~!:ck / Rcad w ay ' Sta Hi Cord Lc Cor d 78 . 63 7920 4 S t a H1 Cord 1..0 Cord 114 7920. 4 Upstream Br1dge Croll Sectton Data Stauon £levaucn Data 26 £lev sea Sta Elev Sta Elev 0 79€5 7960 7955 9 02 l8 . 02 7940 79)5 ss. Je 64 7930 7915 . 22 104 794:0 . 78 l OS. 78 7940 107 126 . ll 7920 147 8'J 7920 . 6} 182 .08 794) 25 79) 5 212 .02 224 . 8 7940 2J8 83 7945 28J 81 79t0 .. .." .," Mano1ng•! n Values sea n Va.l St a 0 .013 lOS . 78 Sta : !..eft J:i l ght 105. 1{1 126 IJ Ineffect:lve Fle w Sta L Sta r\ Elev 0 106.1 7921.5 140 . 6 283 . Sl 7921.5 Ban~ Dcvnstream n Val .045 sea 126 13 Coeff Cootr . Sta H1 Cord Lo Cord 150 7920. 4 27 73 114 186 252 Sta Elev . 88 7950 . 76 7925 .55 7915.09 .68 7925 . 79 7950 Sta Elev 37 .OS 794 5 81 .27 7920.95 119 62 7915.1li 79)0 199 < 3 266 OJ 7955 n Val . 055 Expan. .5 Permanent F Ceck / Roadwflly Coord l n.ttes ' Sta H1 Co r d Lc CGrd e:; 9J 191e . e1 Downstream Bndge Staticn ElevatiOn Sta E1ev 7970 0 4 4'. JE 79 45 79:(0 B'5 . 58 1)0 . 48 7913.45 187 79 7921.36 250 . 34 7945 Sta Hl Cord Lo Cord 131 7918.81 Cres s Sect1on Data Data JO Sta Elev Sta Elev 7960 7. 83 79liS 16.4 7940 7935 51 .07 60.01 &7. 95 7918.59 116 77 7918 95 1)) 41 7913 . s:;;: IH .)8 7915 195 . 75 7925 207 8 4 7930 267.17 7950 287 05 7955 Hann1ng• s n Values Sta n val Sta 0 Ol.J 116.77 num• n Val . 045 Bank Sta : Left 116.77 Coeff CGntr. .J R1ght Hl.93 Sta 143 . ~n Sta Hi Cor d Lo Cord 158.35 7918.81 Sta Elev 25 . )4 7955 68 .77 7930 126 78 7915 143 . 93 7919 .1li 7935 220 19 J06 . 95 7960 Sta Elev 3J 74 7950 77 22 7925 128 OJ 7913.55 162 55 7920 2H .38 7940 326 64 7965 n Val . 055 Ex pan . .5 Uplt ream Embankment stde slope 0 hont.. to 1.0 verttcal 0 hOCl"t . Oown a tream Emb an kment ude s lope 1.0 v e rtlcal . 95 Max1mum allowable submergence for we1r tlow • Elevation at whlch wetr flow beg1 n s Ene r gy head used 1n splllway di!:Slgn Sp:lllway hught uaed 1n de!ngn Weir crest shape Broad Crested NuMber o t Culverts • 2 Culvert Name Shape Rue Span CULVERT.l Cucular FHWA Chart It Co r r ugat ed Metal P1pe Culvert FHWA Scale • 1 • Hudwall SolutiOn Cnt e na • H1g hest u.s. EG Culvert Upstnn Out Length Tcp n &ot.tom n 4 .5 20 . 024 .024 Upttre•m Elevatt o n • 7915.29 Centerllne Stauon • 112 1 Dc-wnstream Elevau o n • 7913.5 Cent erllne Statlon • 128 9) 4 Culvert Name Shape Rue Sp~m CULV ERTI2 Caculilr FHWA Chart • Corrugated Metal Flpe Culvert FHWA Scfllle • 1 · Headwall Solun o n Craena • H1ghest u.s. EG Cul vert Upstrm Out l-ength Tcp n Bott.om n 4 .s 20 .04'4 . 02 4. Upstream Eleviltton • 7915. 42 Centerl:lne Staoon • 115 . 1 Downstream £levat 10 n • 7913.8 Centerllne Statlon • 1:!1.93 Depth Blocked 0 Ent rance Loss Coef Exa t..oss coet 1 Depth Block ed 0 En t rance Loss Coer .5 Exlt Loatl Coef .s CROSS SECTION RIVEr<: Reach •1 REACH : Sabtno C;;anyon RS: 4948 Page 3 of 34 1 IN PITT Deecnpt 1on: XSEC Stat. ion Elevat 10n Sta I lev 0 79'70 4 2 )6 '79 45 . , '58 7920 llO . U 79 1) 4 5 117.79 7921.36 :n o . Jc Oevnat r eam of Culvert • 16 79 45 7925 267 17 7950 M.anning• !I n Values Sta n val 0 Sta n Val 116.77 o•5 Right HJ 93 116.77 Ehv 7~E:O 207 ... 287 OS 79)5 1918.95 7915 7930 7955 Sta 14) 93 n Val 055 60 01 116.71 134 38 4.~ Sto Sta Elev " " ta.o J 7950 £ lev 7955 79)0 . 78 7915 9) 7919.16 E8 77 t~E 14~ )) 71 22 7925 791) 55 U2.55 7920 4)4 . )8 79 4 0 )26 64 7965 240 19 19JS JOE 95 7960 lhght Coeff Cont r . num• .O ll &anlt Sta: Lett " 1)) 41 7913 52 195.75 . )0 Sto Cotta £lev St• 7 8l 1965 51.07 79 4 0 B1.9S 7918.59 Lengths: !.eft Channel 100.62 9J O:i 81 .5 6 ) Ex pan . 5 CROSS S ECT I ON RIVER : Reach 11 REACM Sab1no Cany on IN PITT OetcriptlOn: Stuion Elevati on Sta I lev 0 7990 J9 39 7965 75 92 79 4 0 117 . 47 7915 111 71 7910 271 8l 7935 364 .)9 7960 Data Sta Elev 12.)1 7985 46 . 02 7960 793S B• 2< 111 l5 7914 S5 lO• 89 7915 Hl 5 • 79 4 0 192 07 1965 1Unn1ng•s n V•lues Sta n Val 0 . Oll Sta 160 . 69 " Elev Sta )946 S:i. 67 7980 7955 92 79 ~0 ... " 77 7914 ss 7920 307 2E 7945 ;;;a 01 nu•• n val 100 84 160.69 24£ 77 341 97 Sta Elev 12 . 82 7970 67 67 7945 109 17 1920 169.94 7907 29 ~60. 28 7930 341 .81 7955 Co~tf Ccntr. 7975 n Val Sta 181 71 "'' £lev 7 950 792!. 7910 792S 7950 Sta '-E.ll 59 87 OS! Bank Sta: !A f t Rlght Lengths; Le ft Channel Jhght 160 . 69 U!l 71 Ull 11 40E 4 9 ao a 3 E.xpan .5 CROSS SECT I ON RlVEJI Reach at REACH: Sab1 no Canyon ItS : UJO 1NPITT Descr1pt1on XSEC Upet rea• of Culvert • 1-; St.atlon Elev.atlo n D.lt.a nUIII• •o Sta £lev St a Elev Sta 0 7990 10 2 7985 1911 )I 8 4 7965 72 28 79 4 0 109 6) 7915 15).]5 7899. 17 117 33 7887 7:2 221 39 7905 79)0 H1 17 4 5 );i 7960 79 til 793! 116 66i 7910 175 42 7895 188 4 71119 1 05 246 25 7910 79)5 HO H Mann tng•s n Values n Val Sta 0 0 Bank Sta: !.eft Sta 175 42 Rtght uo 17 5 42 82 tndfecttve Plow Sta L Sta R Elev 0 178 115 7886.)4 189 .85 num• n Val 0 £lev Sta £ lev 7980 S1 8) 79SS 79)0 87 :J 7905 145 8 178 77 7891 OS 190 e; 7895 26) 87 79U )49 09 7937 27 25 9> S8 l l 7915 79SO 7925 7900 78 8 7 . 89 7898. lS 7920 79)7 89 St• 190 !4 •• •• 1)) 96 180 55 203. 4 7 281 )67 86 .. Sta £lev 32.)5 7970 6 4 .86 7945 102 .) 7920 ll6. 06 789 8 . 7) 184 . 12 7885.96 209.9 4 7900 300 86 1925 )78.66 79 4 0 n vat 0 I.Angth• · Lef t Channel )5 . " Jl 3 Right Coeff Contr. )7.79 ) Ex pan. .s Penftanent r r )78 66 1886 . 34 tlJLVEAT RIVER: Reach REACH: SabulO Cilnyon " u u :a IN PITT De•c r lption: ulvert 1 17 0 1stance f r~ Up at rea1111 XS Oec: k/ RoadliiiY W1dth 18 ) l WeJ r Coef !icunt Upetream Oeck/Aoadway CtNrd1nnu num• Sta Ht Co rd Lc Ccrd Sta Hl Cc.rd Lc Cord • • 130 lOO 1190 ) 7819 9 14 0 7898 Upstream Br idge Cr o•• Sectton Data Statton Elevattcn Cata null'l• Sta £lev Sta £lev 0 7990 JB. 84 7965 72 28 7940 \09 63 7915 15) )5 7199 11 117.)) 7887 72 228.39 7905 321 17 79)0 10 2 45 )2 79 83 116 " 175 4 2 111 4 246 25 HO.H H.lnntng' s n Values Sta n Val 0 0 Bank Sta: IA!t 175 u Dc;wnst r eam Sta Hl Cord t.c Cord 1>0 7890.14 '" Sta £lev 19 16 7980 S1 8J 7955 87 :J 79)0 l ;_ ~ ll 7905 118 ... 7891 05 190 82 7895 26 ) 87 7915 )49 09 7937 27 Elev Sta 2$ .9 2 7975 58 )1 7950 86 7925 1)) 7900 180 S5 7817.19 40J 789 8 .l5 l Bl . a• 7920 )67 86 79)7 89 " •• " Sta £lev 32.35 7970 6 4 .86 7945 102 ) 1'920 1), . 06 7898 73 18 4 12 7885 96 209 94 7900 300 86 7925 )78.66 794 0 ftUIII• Sta 1 7S . 4 2 Rl 1 Culvert NaMe Sh.ape Rue Span CULV£ATU Cacuhr 3.5 P'HWA Chart • 2 • Corrugated Metal Ptpe Culvert FHWA Scale 1 1 • Headwall Solutt oa Cntena • Highest U.S EG C\llvert Upstrm Out Length To~ n Bottom n 5 19 Null\ber of Barrell • 2 Opatrea• llevatton .. Centerllne Stauona Sta. St a 223.5 228 Oo"'nltrllm Elevat I. on • Centerl tne Stat ions Sta 238 . 02 4 Depth Blocked . 024 Entrance t..o.. Coe f 0 5 Exlt Lou Coet 1 7860 7859 . 87 Sta 242 CROSS S&CTlON RlVIR RtACH Rea ch 11 Sabtno Canyen Rl : . . . INPUT ., Deacnpt ton; XSIC Dovnatre a• of Culvert I 18 Stat1on Ehvat ton Data nu•· !lev Elev Sto Sta £lev Sta .. 0 )7 14 11 1)1 76 Ill " 09 213 77 24) HO 95 )9~ 01 1955 793S 7910 7115 7165 7859 3 7810 1905 7930 9 24 41 91 18 . 01 58 .'28 109.08 149. 4 222 .} 248 21 307 06 315 4 . 74 4 11.95 79 4 5 79 25 7900 7880 71!6) 8 78 65 7890 7915 7940 Sta 222 . ) num• n Val 0 Sta 248 .21 n Val " Kann 1ng•a n Valuea Sto n Val 0 143.11 193 66 243 . 97 295.55 353.11 404 . 8 7950 7930 7905 7882 . as 786] 09 7861 16 7885 1910 7935 0 02 Rlght Lengths: Le ft Channel 242 ,) 248 21 120.36 243 97 Sto £lev 3466 79)6 16 18 59 7915 128 92 7890 175 25 7870 231.29 7U9 27 271 61 7875 129 64 7900 7925 385 29 0 Bank Sta: Lift lne!fect tve Flow Su L Stl R 0 235 22 £lev Sto 7940 26 61 1920 68 5 118.97 7895 162 7815 235 22 7861 16 259 41 7870 l18 .39 7895 )75 1l 7920 R1ght 140 .56 Coef f Con t r } 1 0 .52 Ex pan. .! num• Elev PeC'I'!\anent 7861 7861 417 95 F ' CROSS SECTION RIVER Reach tl REACH· Sab1 no Canyon INPUT Deacriptlon Statt on IUevatton Data Sto 0 )5 u 19 08 I l l II lOt 245 63 :us 91 lt5 18 £lev Kann.lng•a n Valuea Sta n Val 0 lS £lev Sta 54 79'2 5 54.91 7900 100.9 7880 152.35 7 8 57 12 218.55 1860 7885 261.55 7910 JOB . 91 }64 25 7915 Elev Sta 79)0 6-76 4) 8 7905 94 94 7882 85 14 0 28 7860 212 7851 25) 64 7880 294 31 7905 355 23 7930 7935 79 1 0 7885 78&5 7851 1175 7900 7925 0 l) £lev Sta '20 . 41 7920 66 . 11 7895 111 4 1875 193 66 7857 71 227 68 7865 269.55 7190 322 62 7915 Sta 21 76 77)5 121 " 205 236 85 277 ))4 41 " !lev 7915 1190 7110 7856 7110 7895 7920 nUll• Sta 193 66 Bank Sta : Left Right 193 66 218.55 n Val 0 L~ngth.a n Val Sta 218.55 0 · Ldt Channel 86.06 123 .02 R1ght 129.77 Coef f Con t r l Expan 5 CROSS SECTION RIVER REACH Reach 11 Sabl no Canyon RS: 4860 INPUT Oeac r tpuon XSEC UpstreaM O( Cu lvert I 19 )} Stat 10n Elevat ton Data nufllll• £lev Stl Sta £lev Sta 12 2 4 792~ II 7 1920 25 39 4888 7900 7895 6 4 57 56 81 81 5) 1)} 19 Ul 222 6 4 l3l '5 7880 715~ 7141 7860 7810 Manntog•• n values Sta n 'lal 12 24 0 7875 91 u 14 4 7 7850 65 197 78 41 2)} 18 l86S )6) 57 7885 Sta 113 19 n 'lal 0 El ev 101 81 176 )1 200.03 259 • 390 • 7915 7890 7870 7850 78 4 6 II 7869.91 7890 Sta 206.)) n val 0 Bank Sta· I..e!t A19ht t..engtha Left Channel Ul 19 l06 ll :29 .)3 3) .29 InefteCt1Ve FlO\oll nu1._ St.a 1.. Sta R £lev Pe r rMnent 12 2 4 207 61 190 61 1853 67 )90 4 785) · " Sto 1 72} 111 95 )} £lev 7910 11185 7165 181 . 19 1849 88 £lev Sta 41 0 4 7905 75.66 7882 85 122 09 7160 190 1146 11 214 52 1155 271 65 7875 206 )) 2~9. 51 7150 7170 R1ght Coe!t Contr 29 49 } Ex pan .5 F r Page 7 of 34 li.LVER · REACH Re~cb S~b1no II Canyon RS, 4855 INPUT Descnptlon·. Culv~rt U9 Dutance from Upstr~am xs Deck/Roadway W10th 19 5 Wu·r CoefflCH!Ile ~ 6 Up,.tream oeclght Coetf Contr Je3.19 :206.33 Inet!ectlve Plow numSra L Sta R E:ev ~erm~nent 12.24 !90.61 79Sl.67 c 207.61 390.4 7953.67 "'" Deck/Roadway coord>nates ' Sta lfl Cord Lo Coni 154.95 7948 8l Sta H> Cord Lo Cord 138.12 7849.43 no ... nstream Bndge Cross Sect1on Data Statlon EJevauon Sta Elev 0 7915 39.08 7990 77.81 7870 123.67 7849.5~ 177 7641 <07.99 7855 J20 26 7872.9t ~ann•ng•s Sta 0 Bank Sea n Data Sta Elev 7 98 79!0 H 67 7885 i!B 64 7865 15-! 95 7848.~2 179 09 794].52 221 51 7e59.84 J::;5 ot 7875 Values n Val Sta 0 154.95 Left 15'1.95 n Val 0 35 Sta Elev 7905 49 95 788< 85 99.23 7860 l69_6b 7845 179 7 '7845 222 1s 7860 JJ7.24 7880 ~~-95 St~ F~WA Sc<~le Elev 7895 78>5 7850 7841 7850 78')0 )6• 7~90 <;8 Ex pan. ; Upstream Embanl<.ment s1de slope Downseream Embankment Slde slcpe ~ax1mum allo.,.able submergence '~r :o~etr Elevacion at "hl~h "'elr flo~o~ t>eg1ns ~nergy head used 1n Splllway des1gn Sp1lhay helght used 111 des>gn loieH crest shape Culvert Name CULVERT#! PHloiA Chart ~ 2 Sta ]1.42 H.94 1:2 45 n:;_ .5 194 ]2 ]00 86 Val 0 n l88.12 R>ght 188.12 Number of Culverts • ~'' E:ev 23 7900 S6 o·J 7880 110.84 7855 171 .se n•J.52 188.12 7848' 4] 241 .Oi 7865 349 7'1 7885 ~c Q hGrlZ f]Qiol m 0 hor>z 95 1 D verucal co 1 o verucal - Bread Creseed l Shape R1se S[>an c.rcu>ar J Corrugated Meeal P1pe Culvert ~ Head~o~all Solut1on Cnt~r.a • H1ghes~ us. EG Culvert Upstrm o,..t Length nop n 5 19 5 024 Number of e~rrels • 2 Upstream Elevat>cn • 7841.2 Centerl1ne Stat1ons Sta Sta ]93.25 196.75 Downstream Elevat>on • 78tl Centerl>ne Statlons Sta Sra 173- 5] 176 6 Bottcm n 02j Depth Blocked 0 ~ntunce Loss c 0 ,.( 5 Eut Loss coef 1 CROSS SECTION RIVE~· REACH Re,.ch ~~ Sab,no ':anyon IN!'IlT Descnpt""'· XSEC Statwn Elevv_Jon Sta Elev 7915 19.08 7890 77 81 7870 1n 67 18'19.5~ !77 784( 207.99 7655 l40.26 787;<.H r Downstream cf Culvert ~ !~ Data 15 Sta Elev Sta £lev 1 9a 7910 15 o.s 19o5 40.67 7985 •9.95 788<.95 88.64 7865 99 <1 7860 154 95 794e.s:o 169 GE -8<5 17~.08 7843 52 179 7 7845 2<1 51 7659.84 . . , 15 7860 )~5 04 7975 337 :i4 7880 Mnnlng•s n Values 3t~ n Val Sta 0 0 1S4.9S l!anl: Sta' Lett 154.95 RS. 4850 ~1ght 188.12 n Val 0 ~engths St~ 188 t< 23 56 l]Q 171 l88 241 '" 71 09 84 "1855 58 7943 52 1:0 78<8.n 7865 04 7885 '" Jl "' 06 '34 ~~· .45 172 5 l'i4 )2 JOO 86 ]6t.99 Elev 7995 7975 7850 78j: 7 ~50 7870 78~0 n val 0 LefL Chdnnel 17" 2 HO 5 R1ght 156 OJ Coe!f Coner ' Expan. ' Page 8 of 34 CROSS SECTlOtl RIVE~ Reach Ill Sabcno Canycn REJI.CH "~ Oesc~LptLOn: Station £levatJ.on Oata numSta £lev Sta £lev 53 1925 B.Ol 7920 36 77 7900 44 '1695 61.06 '1880 '16.12 78'15 ll2.21 7655 121.03 7850 156.65 7830 158.04 7829.26 220 15 7835 D4.67 7840 274 46 7660 28] 87 7865 31] 76 7680 325 99 7885 361 65 7900 " Sta 15.1 51.19 65.69 05 73 14 22 £lev 7915 7890 7670 7845 7828.9] 7645 7870 '1890 '" n Val 0 130 02 1J7 245 292 JJ8 Manrung's n v~lues Sta n Val Sta .53 0 177 OS numn Val 0 Bank Sta Lengths: Left Channel l54.55 159 66 Left 177.05 R>ght 203 71 203.71 Sta 2<-)] sa.~ 9~ n ll9.05 190 91 255 42 Z% 65 345 ]J R>gb.t 160 OS El.Ev 7910 7885 7e6s 7840 7S:.l6. 07 7850 7872 57 7892-95 Sta nev 29 54 7905 61.t5 7991..85 103 5 7860 !48 05 7SJ5 203 71 7830 26'1 9'1 7855 301 ss 1875 )50 .34 7895 Cce f f Cont r ' CROSS SECTlOtl RIVER Reach H REACH. SabLno Canyon """ Descnp1:10n: XSEC Stauon £1evat:l.on Sta nev 0 '1920 40.04 7895 72 51 7875 l.l6 67 7850 7825 160 u 218 66 7820 268 15 7845 7870 32739 388.7~ 789:2.95 Mann1ng'S n Values Sta n Val a o RS 4830 Upstream o~ Cuhen ~ 20 Data num• 43 Sta Elev Sta Elev 6.38 191.5 16.36 7910 47.87 7890 55.62 7885 90.2 7865 61, I 7870 1)].7 78~0 1.~5 .12 7S45 191 27 78:22.32 !67.65 78<1.03 7SJQ 228.65 7825 238 51 ::l79 :24 '1850 <92.01 7855 H1.24 7875 355-23 7880 7900 392.84 Sta 191..27 num• n 'Jal o Sea 218.66 RS: "' 32.14 6) 75 !07. 9 151 .3:< 201.67 ;:ss .23 J 15 7'::'81 .1 Eiev "l900 7880 7655 7830 7815.0~ 7Sno Canyon Sta Elev 24 24 7905 59 7882. as 99 Q] 7960 142 49 7835 196 ~ 1 7820 793~ 248 l4 7860 l04 18 7885 l68. 25 Flght 48 -'6 Coe!f Contr Expan ' 4825 INPUT Oescript>on, Culven •20 DlStance from Upstream XS Deck/Roadway Ldth 20 Wen Coe!f•c•ent 3.1 Upstream Deck/Roadway Coo~d>nates ' Sta Ht Cord Lo 160.13 7825 co~d Sta H> Cord Lo cord 228.65 '1823.16 UpHream Bndge Cross Sectlon Data Statton Elevat1on Data numSta Sta £lev Sea Elev 0 7920 8.38 7915 16 )6 ~ 0. 04 55 62 7890 '1875 72.51 81.4 7870 90.2 116.67 133.7 '1850 125' 12 7845 7825 191.27 167' 65 7821 03 160' l3 7820 228.65 2l8 .66 7825 238 51 268.15 7845 2H.24 7850 29:2 01 327.39 7870 341. 24 7875 355. 23 >ss.74 78n.JS 392.84 7895 402.85 " Mann>ng•s n Values Sta ~ Val Sta 0 191 27 num• n val. 0 Bank Sta· Left Rlght 191 21 na H lneffect>ve no,. Sta L Sta R Elev 0 201 ll 78:20 2!4.11 40:2 '85 7820 Coeft Contr Do"nstream St~ 166. 7] 78~2.3:2 7830 7855 '1880 7900 St~ Elev 24 :24 7905 59 7682-85 99 OJ 7860 142 49 7835 196 u 78;.!0 7835 1.48 H 304 19 7860 368 25 7885 Sta E1ev 32. H 7900 63 '75 7880 J.O"J _ 9 7855 51 ]2 78)0 07 f7 7815.02 58' <9 '1840 15 '79 7665 :JSJ.- 3 '1890 n 'la1 0 ' Permanent p :Jeck/Road.,ay Cc·ordinates ' K' Cord Lc cord 7622 Downs<: ream Bndge Elevat>on Sta E1e'' 0 79:<9.7 36.U 7905 68 S:J 7882.85 108.14 7860 149 n 7835 204 17 7818.83 256 3] 7825 )11.9f 7850 St~t>on Sta 218 66 n~v 7910 7885 7865 7840 Sta H> cord Lo cord n3.04 7S2o.ss Cross Secuon Data Data num• H Sta £lev Sta Elev 6.73 7925 14 1 7920 'll 95 7900 51.43 7895 73.5 '1880 82 15 7875 117 29 7955 125' }5 7850 166 7] 7825 7830 157' 79 :n5 42 7815 ns 31 76H.68 267 36 278 3l. 7835 "JS30 33:< 7'1 7860 7855 322' 51 Sta H' Cord ;:s6 Jl 'B21.3< '" <1 5 58 66 91 0:< llJ 56 178 27 2) l ~4 289 Bl 34] 09 n~v 791~ 7890 7870 7845 7810 "Ja15 '~10 1865 ~c Cord "' :08 98 65.6 99 8! 41 "Jl 78 47 H 86 Ol 11 57 04 Elev 7910 788~ 7865 7840 7820 7Sl0 7945 7870 Page 9 of 34 ,.. )71.31 4l9.52 7875 7895 .61 7880 396.~4 7885 Ma.nmng•s n \lalu~s Sea n Val Sta 0 0 20~.17 n Val Sta 244 86 n Val 0 )S~ Bank Sta' Left R>ght 204.17 244 86 tneffect1ve Flow Sta L Sta R Oev 7815 0 219. H 7815 232.34 419.52 0 408.32 7890 ns 48 7892 95 Coeff Contr ' Permanent co 1 0 vu·uc~l tc l o verc1cal IJpstaam Elllbankment s1de slope 0 horu Downstream Embankment s1cle slope o hor1z Max1mum allowable submergence fnr we1r flnw. .95 E!evatwn at whlch ... ea flow beg1ns Energy head used '" spillway deugn Splllway he>ght used 1n des;gn Wnr orest shape Broad Creat~d Number of CulverLs • Culvert Name Span Shape ihse CIJLVERT.1 Arch FHWA Chan 1 4l· Arch; Corrugated metal F!lWA Scale • 1 - 90 Degree headwall Solution Cntena • ~1ghest IJ.S EG Culverr llpatrm DlSt Length Top n Bottom n 6 20 024 .0:24 Numbe~ nf Banels • 2 llpstream ElevatlCil • 7816 6 Centen1ne Statwns Sta Sta 204.11 211.11 Downstream Elevaunn. 7812.68 Centerllne St~t1ons Sta St~ 222.34 n9.34 • ' Depth Blocked 0 Entrance Loss Coe! .5 Exlt CROSS SEC":"ION RIVER· Reach ~1 REACH, Sab1no Canyon INPT.n" Desc:npt1on' XSEC Stat10n nevanon Sta Elev 0 7929.7 l6.H 7905 68.51 7882.85 108.74 7860 149.77 7835 204.17 7818. ~3 256 33 7825 lll.% 7850 7875 371.31 419.52 7895 Mann•ng's n V~lues Sta n Val 0 RS. 4820 Downstream ot Culven • 20 Data 46 Sta El<'V Sta !>lev 6 73 7925 H.l 7920 43.95 7900 51 43 7895 73 5 7880 82 15 7875 117 29 7855 125 35 7850 157 79 78)0 ].66 7) 7825 215 42 7915 225 31 7811.68 267 36 7830 278 ll 78)5 "l22 51 7855 332 77 7860 184 61 7880 l96 H 7685 "' 21.5 58 60 91 02 l]) 56 178 27 :.l33 04 :.l89 ~~ ]4] 09 408 32 Elev 7915 7890 7870 7815 78:.l0 7815 7840 "1965 1890 Sta 28 98 65.6 141 71 178 47 Co~!f Ccnrr 99 81 2-14 B6 :lOl tl )57 04 415 4~ Elev 7910 7885 7865 7840 "1820 7820 "1845 7870 7692.:15 "um• Sta 204 .17 n Val n Val ' 0 Bank Sta· Left !ght IJ8.65 ·' E".xpan. ' CROSS SECTION RIVER REACII Reach H Sab1no Canyon Rs, 4610 INPUT oes~:r•pt1on' Stat10n Eleva.tlon Sta Elev 0 79.15 11 7890 " 98.26 7870 15.1.62 7845 201.]9 7820 255.8 7805 )15 IS 7820 ]82 65 7845 4]5 09 7870 472.45 ;sn 95 Data num• Sta n~v 7 66 7910 7885 56.59 109.57 7865 160.97 7840 7815 212.6 264. sa 7801 .11 n8. 78 7825 }96 22 7850 H~.:l 7875 476.45 7895 Mann,ng•s n Values Sta n val Sta 0 01} 248.~6 Bank Sta Left 248 lb R1ght 2S7. 92 " Val 04 " Sta Elev 15.68 7905 60. 51 7882. 85 120.2 7~60 170 . , 7835 223 76 7910 :<74 29 7805 H2 07 7830 7855 110 n ~50 "l6 7880 Sea 287 92 Sta 26 07 Elev 7900 74 99 131 21 7860 179 87 BJ 287 92 355.2 419 28 458.97 ~28 7855 78)0 .44 7810 7815 7860 7885 7~07 St~ Elev 36 7895 86 96 7875 142 14 7850 no SJ 7825 248.16 7808 53 )01 5 1815 7940 360 "l2 427 n 7865 467 4] 7~90 n Val " Lengtns' Left Channel ;75.35 105.07 R19ht 315 OS Ccdf Ccntr <::ng•s n Values Sta n V~l St~ 0 013 )05.26 Bank Stao Left 305.26 Rlght JH.87 <:19 01 7805 lOS 26 7787.63 7790 377 69 7615 419.8 7840 460.3 7860 334 87 n Val 04 St;a JH. 87 243 26 7800 323 24 7184.96 343 66 7195 385-96 7820 427 87 7845 478 'i6 7665 n Val " Lengths. Left Channel 128.1 88-H Rigl!t 74.01 Coet f Cant r ' CROSS SECTION RIVER, Reach U REACH· SablOO C~nyon """ Descr>pt>on· Statlon E:l~vn>on Sta E:lev 0 78)0 62 09 7805 1:l6.J: 778].96 248.48 7777.01 281 .8 7795 326 .n 1a2o HS. 7J 7845 411.1 7865 S~a: Data numSta Elev 57 7825 76.58 7800 <20.18 7780.28 249 .2] 7778 _] 290.96 7800 J34 52 7825 )7).77 7850 426. SJ 7870 R1gh~ Left 220.18 Expan ' RS, 4790 Manmng• s n Values S~a n Val Sta 0 0 220.18 Bank 258 52 7795 324.16 77e4.16 352' 32 7800 394 iSlS 4]5 89 °850 497.77 7870 n "><• 299.83 H2.45 182.4 Elev 7620 7795 7780 7780 7805 7830 7855 Sta 26l.l:l n Val 0 20 _6 92 01 225 OS 251 36 V~l 0 Lengths 261.13 Lett Channel 185.19 110.34 Elev ><• 7815 34.65 106 96 7790 245 15 1778.22 261 13 7785 308 76 7810 350 26 7835 383 09 7855.45 R1ght 113.96 Coeff Elev ><• 'lS10 48 61 7795 12! 05 245.97 7777_01 17\.0 7790 ll7 59 7815 358 7840 ]96.67 7860 Conn ' Ex[lan ; CROSS SECTION RIVER· Reach #l REACH Sab1n0 Canyon RS: 4780 IN FliT Descnptlon: Upstream of Culvert S~at 10n gJevat>on Data St~ g1ev Sta Elev a 7845 1s.21 7940 71 76 7815 63 '09 78<10 115.5 7808 74 120 01 7805 14).19 7790 150 51 7786' 7'1 211.6-1 7777.64 262 07 7775 }]7 7:) 7766' 4) 344 69 7706 41 ]57 .47 7775 377 77 7760 7795 4)7 79 427.25 7800 7915 4'17 32 468.79 7620 7940 525.27 515 44 7845 567-:) 7860 Manmng• s n Values Sta n Val 0 0 Sta JIB_ 04 eank Stao Left R1ght ll8 04 151 .96 lnef!ectlve now Sta L Sta R glev 0 335 7770 38 347.37 567.3 7710 ]8 ~9 51 Sta ll.H 7) OJ 126.02 192.94 3:8.04 347.9 ]79 48 450 ]6 486 69 536 num• n Val 0 ><• 351 '96 ~engths Elev 7635 7914 1'1 7800 7785.9 7771 97 7766.59 7780.]5 7605 7825 7850 Sta 43.71 83. :JJ 132 06 186 OS 329 17 350 58 407 68 457 27 4% ll 548 49 Elev 7830 7812.32 7795 7785 7769.94 7770 23 7785 7B07- 76 79]0 7655 Sta El~v SJ. 79 7825 103 89 7810 :n 37 7794 67 203 ss -~so lH 52 7766.73 351 36 7773 3 4:7 42 7790 HO H 7Sl0 sos 89 7915 SH 73 7955.45 n val 0 Left Channel 18o n ns .49 Coeff Contr ' ' Permanent CULVERT •1 RiVER: Reach R£ACH Sab1no Canyon RS: 4775 H'IPliT Deacnptlon: Culvert ~9 DHtance from Upstream xs 15 Deck/Roadway ·~1dth 115 We> r CoefflC>ent l 1 Ups~r~am Deck/Roadway Coord1r1ares ' Sta H1 Cord La Cord 320 7769.27 Sta 360 HJ, Cord LO Card 776~-5~ !lp9tream Br~dge Cro99 S~cncon Data Statlon gJevatlon Dat.a Sta Elev Sta Elev Sta 0 7845 IS 21 7840 J: 46 63 oa ;no 71 78 7615 73 OJ 115.5 7508.74 l:lO 01 7605 126 '02 143.19 7790 150 51 7786.74 182 '84 211 01 7777.64 262 07 7775 ll.8.04 1n 7766.43 J44 69 77H.43 347.9 7775 )77 77 7790 379 48 357' '17 <27. :25 7795 4]7 79 7800 450' ]6 HS. 79 7815 477 12 7820 486 69 7840 525 27 SlS.H 7845 536 7560 567 l " n Mann>ng's n V~lu~s Sta n Val Sta 0 0 ]18 04 n Val 0 J51 Sta 96 Elev 7835 78H.l4 7800 7785 '9 7771.97 77£6.58 7780.35 7805 7825 7950 43 SJ 132 186 329 Sta E:ev n 78JO lJ 7612 32 06 7795 .OS 7785 :7 7709-94 J5o ss 777o_n 407 68 7785 457 27 7807 76 496 ll 79]0 548 4~ Sta Elev 51 79 7825 1CJ 99 7810 132 )7 7794.67 ~03 55 7~80 334 52 ;;H 7J JSl 96 77~ l '117 4:< 7 90 4b0 41 500 09 n Val 0 eank Sea- ~eft ~1gllr cc~ff Ccntr 118 04 ]51_ OE lneffeCtlve Flew num• Sta L Sta R 81ev Permanent ]}5 _4 7770 38 ' ' • Page II of 34 H7 37 567.3 7770 JS Downstr.oam Deck/Rc«dway cocrdtnaces num. Sta Ht Cord Lc Cord St~ ~~ Cord LO Cord 100 77f5.6B 200 7765.35 D<:wnstream Sr:dge Staccm Elevatwr. Sta £lev Q 7793.37 59 1 7770 109 99 776'- .31 117.62 7762 2J 11<.5 776'1 56 <55 .J1 n9o Cress Sect ton Daca :lata num· 28 Sta Elev Sta Elev 9.55 7790 21 16 7785 65.59 7767.38 94 93 7767.23 1~0.19 7762.39 111.27 7762.3 1:7 99 7762.75 1.20.75 7764 47 20< 2< 7770 221 95 7775 205.61 7795 270 7900 !'lar.ntng•s n Values Sta n val Sta 0 0 109 99 numn 'Ia! 0 B«nl< 2o Left R19ht lOS 99 120.75 Ine!hcnve Flew Sta ~ Sta R £l~v lOS ~~ 7764 120' 75 :no 7764 Cce!f Contr. '" 120' 75 ' 34 104 113 H6 234 Sta Elev 29 7790 OJ 7766.75 97 7762.16 74 7765 31 7760 n Val 0 Expan ; Fermanent F U;:stream Embanlr flew beginS Energy head used 1n sp1llway des1gn Spllway height used 111 deslgn W~n crest shape • Elroad Crested Number ct Culvens • Sea Elev 47.01 7775 107.59 7765 115 72 7762.JS 192 65 7765.82 2H. 99 7795 l 0 verdcal 1 0 vertJ.Cal l Culven N«me Shape Rtse Span Culven ~~ Arch :l '; 4 FIIWA Chan ~ 41- 1\n:h.- Corrugated metal FHWA Sc«le • 90 Degree head,.all Sclut1on Crltena. Hlghest U.S. EG CulvP.rt U!'Strm Dl~t ~ength Tcp n Bottom n H liB 024 024 Number c! sarrels • Upstream Elevat1Gn • 7765 65 Center:1ne St~t!cns Sta Sta }37 41 345.41 Dc"nstream Elevac1on. 7762.<75 Centerllne Stat1cns Sta Sta Ul..l5 116 S Depth Blocle t-oss Coe! 1 CJve Flo .. Sta L Sta ~ Elev 0 108 99 7764 no 75 7764 St.a 120.75 n Val o Lengths, Left Channel 152 .<2 145 66 Rtght 138 18 Coetf Contr Expan ' ' ~erm~nent ' CROSS SECTION RIVER· Reach H Rf.ACH S«t-"m Canyon RS. 4765 lll~trr Deacr1 ~t 1 on Stat10n ~JevatlUII Data Sta Elev Sta Elev 0 7793 ]7 8 4) 7790 61 89 7774 76 99 6~ 7771-82 130 97 7765 ~~- ]4 7765 9l. 153.49 7755 171 62 7759.25 7770 244 4 7769. t 255 OJ 7790 JOO.Ol 7785 30~ 44 E!ev 7785 :<9 163 2e6 3]t H5 Sr.a 7~ 38 180 .28 ]04 0 E:ev nqo 7760 "740 J0.39 77]4 6l 456-35 7745 540 ; 7770 n 'lal 0 Upstream tmbankment Slde slope 0 hcrJ.z Dc~o~nstream Embankment s>de ~lope 0 hctll Maumum ~llowable submergence for we•r flew • 9S nev~tlon at ..-h•ch ..-etr !lew begins Energy head used J.n sp>ll~o~ay d~s1gn Spillway height used ln de$J.gn wetr crest shape Bread Crested tc 1 •;ertlcal verocal Page 13 of 34 Number of Culverts • 1 Culven Name Shape Rue Span CULV.E:RTU Cncu)ar ~ FHWA Chan: ~ ~ Corrugated -~etal P1pe Cul•Jen PHWA Scale ~ 1 Headwall Solution Crnena. H 1 ghest u.s_ EG Culvert Upstrm OUt Length Top n Bottom n to ta Number ot Barrels • Upscream Elevation • Centerline Star Ions Sta. Sta. 203 '04 208- 0~ DOt~ 29 168 <86 :;J6 445 11 <5 47 8! 710 1< s2~ lev 77~ 9t -6': '40 -Jo 7~4 7~ -:r,o E!ev ~t~ '79 19 7780 H 2~ ''60 04 '4.! 7740 o-; 3<; 77H 61 ';i;.)O 040.4 77•5 77'70 Sta 4< _ 91 Elev Rigllt 29 ~6 CROSS SECTlON RIVER· Reac;h ~l R<;ACH Sabl!lent 3 1 Upstream Dec.lng"s n values Sta n Val e• £l~v no e-, n Val Dcwnstream Deck/Roadway Cocrd•nates num• 1 Sta Kl Cord Lc Corol Sta Hl Ccrd Lc· Ccrd 0 8 ~ El~v 7765 77-15 77;.0 7"0 7705 n'< e S~a ~: v l7_07 ' ' " f; !40' 61 .,~ ght used in des1gn Wen crest sha.pe Number of Culv<'rts • 0 nonz. 0 horu to l to l 0 ven1cal 0 veruca-. " Sroad Crested < Culvert Name Shape Span ~lSrcular ; i'I!WA. Chart # 2 Conugated Metal P1pe Culvert fHWA. Scale • l Headwall Soluuon Crnena • Highest: tJ.S EG Culvert Upsnm DlSt Length Top n Boctom n 3 !8.5 024 024 Numh<'r of Barrels • Upstream £levatlon ~ 7727 82 Centerline Stat,ons Sta Sta 202 7l 210.71 DOwnstream Elevat>on • 7727.31 Centerline Stat 10ns Sta Sta 220.11 77 Dep<:h BlccJ:H Loso CGef l Depth BlccJrcular FHWII Chart ~ ~ C'crrugated Metal F>p<' Culvert FHWII Seal• ~ l Head.,~ll Solut1on Cntena • Hlgh<'St U.S. EG Culven IJpstrm Dlst I..ength Top n Bottom n 1s 5 021 o;:4 Upstream ~levat>cn • 77:26.5< Centerllne Stat>cn • 206 71 Centerl>ne Station • 1 224 77 CROSS SECTlOtl RiVER REJI.CH Reach U Satnnc Canyon ltiPIJT Descnptwn, xs~c Stauon Elevauon Sta Elev 0 7770 59.64 7755 202.2 7730 3!I.5e 7735 389.42 RS: 47:20 oo.,nstream of Culvert Dat~ ;:4 Sta Elev 16 1 7766.74 n 775o :224.77 77:6.01 3:9 29 77)5 .04 7760 Sta 23.33 101 01 248.4 )3~ 52 4<0' 04 Mann>ng·s n Values Sta n \lal Sea 0 8 202 2 !lumo n Val 0 <55- 9 Bank Sta · Left 202 2 Lengths C~OSS R•"'ht :255 9 '" Elev 7~65 77'15 77]0 7740 7765 Sta E:ev 37.67 1761 76 ;40 61 7740 :Cn, XSEC Stat10n Elevauon Sta Elev 0 7750 15< 76 7727,75 188.46 7730 6 277.28 77i0 RS· 4710 Upscream o! Culvert ~ 6 Data 19 sea Elev Sta Ehv 18 Bl 7745 64 05 7740 154 .:24 7724 87 160-73 7724.86 224 <3 77)0 81 242 67 7734 H 294 97 7745 JH .8 7'50 i'lann>ng's n Values Sta n Val Sta 0 0 H:l 51 num. n Val 0 Bani< Sta Lengths Left 142.51 R1ght 179 94 Sta El,;v 93.89 7735 H9 lG 7727.82 <49 01 77)5 336 67 7755 Sta 1'12 51 179 94 77l0 265 56 77)6 .64 n Val Left Channel 58.79 B.a RI9ht 43.-lB Cce f f Cont r CULVERT R IllER Reach ~ l REACH· Sabl!lO Canyon INPUT Descnptlc·no Culvert 16 Distance fmm u 10 stream xs 10 Decienc J 1 Upstr<'am D~ck/Roadway coordinates num• 3 Sta H1 Cord Lc Cord Sta H1 Ccnl LC Ccrd 75.93 77l0 156 7730 Sta Hl Cord LL ("crd :;49 Ol 7730 Upstream Br1dge Cress Secr>on Data Stat>on Elevat1on Da<:d num. Sta El~v Sta Eiev Sta Elev 0 77SO 18.81 7745 04 0~ 7740 166_7] 77:i4_8f 152.76 7127.75 154 24 7724 87 I8B t6 nJo. G n-1 21 7730 81 242.67 7734 -H ]14 8 77~0 :177 28 7740 294 9"' 77-!5 ~t~ Elev 83 .89 71J~ JE9_:6 7727.8< 249 01 77)5 )]6 07 7755 " ~css Sta 140 51 ~7}0 t 79 77)0 94 Elev <65.56 7736.64 Mann>ng"s n Values Page 15 of 34 cce! Sta n V~l Sta n val St.a 0 142.51 0 179.9'1 0 Bank Left Rlght H< ';'. 179.94 St~ CcefE n val D Con~r Expan ' ' Do"nscream Deck/Roadw~y Coord! nates nllm• 3 Sta. Hl Cord LO Conl Sta H1 Conl Lo Cord 99.24 7730 215 Mannlng•s n Values Sta n Val 0 eank Sta Sta num• n val 172 93 0 Left ~lght 17::; 9] tH.4 Jne!!ec~1ve Sta L Flc" Sta R 0 187 177 383 89 9.2 ~27.17 7745 Elev St~ 86 77 7"140 7724.44 "17)0 2n n J-16 76 7750 ;76 H n val 0 Coeff Co;ntr ' num• Permanent nev 7729 77;:9 ' Upstream Emtan~ment s.:.de slt:pe o honz Downstream ~mb,.nkment s1de slope 0 hcru Manmum allcwable submer9ence for ""H tlow • .95 Elevaoon at wh1ch wen flow beg<"S Ener9Y head used in sp1Jlway des1gn Sp>ll.,.ay he19ht used 1n des1gn Olea crest shape Broad Crest.ed to 1 ,J "erut:al to 0 ·;~rtlcal Number cf Culverts • Span Culvert Name ClJLVERT~l FHl;A Chart ~ rHt;A Sc~Je • ccrrugated Metal P1pe Culven Headwall SolutlOn CnL 0 1 Numter c! BaneJs • urstream Elevauon • Centeons Sta 1n 69 Sta t9"~ 69 CROSS SECTlON nVER' Rea<:h U REACH Sab>nO Canyon INPUT Descrlptlon· XSEC Statton Ele'-'atlon Sta Elev 0 7740 95 64 77)5 182.]7 7724.31 251.86 77)3 46 J65 Si 7755 Oownstream of Culvert # 6 Oa<;~ num• 22 Sta EJev Sta :1.98 1740.:17 99 24 773:<.98 188 4] 7724 44 26:! 95 7735 383.89 7760 Mann1ng• a n Values Sta n Val Sta 0 0 172.:ll Bank Sta ~eft 172 9] Rlght CROSS num. n Val 0 177 187 )83 89 Elev '" 0 n 86 172 ::3'1 Jn Sta E:ev OJ n40 • 93 77:28.67 7729.2 <'I 17 Sta Elev ao> 77 7740 176 44 77:<4. 44 7730 ;>37 )l }H .76 7~50 Val 0 199.4 Lef~ Ch~nnel 54 16 6!.9 Lengths 199.4 lnettecuv"' Flo" Sta L St~ R El~v l5.6'1 774< :2 15< 16 77)0 199.4 7727.91 Jos.cs 7740 R1ght 53 38 Co~ft Cant r EJght 296.07 3<0.6] n Val 0 Lengths, Left 1'17.86 n \lal 0 ~""hannel 67 ]5 Rlght 6l 49 Cght 271.ll 313.18 ~71 numn val "' " 271.11 Elev lB 77 7"1:l5. ~~ 11 7718.39 301 65 7714.72 )52 68 7720.9 7735 414.94 7755 478 81 04 7740 33 7720 OJ 7713.83 93 77~0 97 7732 .1~ 51 7750 313.18 8( Elev Tl:>S 7~18.19 303 75 17]5 .12 J6E 95 7725 422 75 7739.71 R1ght 12.89 !l Coen Contr 45 ' Ineffecuve flo" num• Sea L Sta R Elev Permanent 0 297 06 7718 26 F )03.75 Sta El~v 53 .D9 7730 297.5 7714.68 3C8 £5 7717 68 3£7 96 77:15.27 429 9] 7740 n Val 0 Lengths: Left Channel 72 sea 19 ;;a :go 6: E:xpan ; 478,81 7718.26 CULVERT RIVER· Reach #l REJICH SabH!O Canyon IIIPl!T De5crlption: Culven ~s D>stance !rOm Upscream XS Deck/Roadway ioi1dth t2 We>r Coeff>c>ent 3.1 Upsc ream Deck/Roadway Coord> non Data num• Sta Elev Sta Elev 0 7745 115.99 7725 297 67 7713 '8] }1).18 7719.31 397.1 7730 JO.Ot 77-10 211 33 1no 301 03 771) .83 ).2 93 7720 408 97 7732.12 462 51 7750 774~ Manmng's n Values Sta n Val 0 0 :J E!anl< Sta: Lefc R1ght 271 11 311. lB IneUectl'Je f'Jow Sta L Sta R 0 30].75 n val 0 Sta 271 Coe!f Elev '" Sta Elev 1~.77 7735.14 271.11 7718.38 JOJ .65 7714 n 3S2 68 7720 9 4!4.94 7735 7755 478.81 Sta Ex pan ' ; 28) 7718 Downecream 8ndge Cross S<'cuon Data Stauon ~levatlon Data r.urn• 28 Sta £lev Sta U<:v Sta 0 15 7750 107 H 7725 278 ~9 7717.59 ] 107 281 285 ]58 442 Elev 1 7745 31 7725 61 7'114 :<6 99 7717.66 44 77)0 64 7750 Sta n val Sta 269 4 0 295 27 429 9) 77-!0 Sta Hl Cord Leo Cord 333 77:8 St~ Elev •: 87 7740 H6 59 7720 281 77 771).99 •~s 2' n\7.63 ]69 96 77]5 Sta Elev £4 07 7735 231 44 77Ja 55 28:2 • ., 7713.69 ]~4 77 7719.05 ]9'1 17 7740 n val 0 R!ghc Cceff Contr Expan 295 2l ' ·' Upstream Emban~ment s1de slope 0 hcr>l Downstream ~an~m<':nt s1de slope 0 houz Mu1mum alJc,.able submergence tor welr tlow 95 Elevatlon •t wh1ch wen flo,. b"''J'lns Energy head u~ed lll spillw~y des>gn Sp>lhay he,ght used •n des:gn Wen crest shape • Bread crested Number ct culverts • Elev St~ 53' 09 77]0 297.5 771!.68 308 65 n; 1 68 ]67 96 772<:: '27 p 7718 Manmng' s n V<~luES Sta n Val Sta IS. 58 7735 296 61 77]8 19 'lO'l 75 7"115.L; )66 95 7725 4<::: 70 7738.71 0 Cont~ Downstream Deck/Roadway Cc·ord>nates num• ) Sta H1 Cord Lo Cord Sta Hl Cord LO Cord 0 7751.04 83.6 77JO 269.4 7717.63 284 . n nn 11 ]:28.28 7720 417. )8 7745 7719.5 Permanent 297.06 7718 16 478 81 7718.26 0 3~0 n Val 18 }!) Sta Hl Cord LO Cord to; 0 •ten leal to 1 0 verucal 1 Culven Name Shape RlSe Span CULVE~T·l C>rcular '; ~HilA Chan # 1 Ccncrete P1pe Culvert ~HWII. Scale ~ :; - Grcove end entrance wHh he•dwall Soluuon Cntena • H•ghest u.s EG Culvert Up,trm DJ.st LeCtgth Tcp n E!ouom n Depth Blocked 5 Number of earrels • < Upscream Elevauon • Centerl1ne Stat1ons sea Sta 298. S Elevaucn • C~nt~rlwe ~tac1ons 28< Oll OlJ a Entrance !.oss Coer 2 EXH 7714 2 JOO 5 Downstr~am Sta l~ 7714 Sta ~ <94 CROSS SECTION lle,.ch ~1 REJICH· Sab1nc Canycn ~!VEil Page 17 of34 Loss Ccet l INPUT Cl Sea lilght 295.27 n Val 0 Sta 295 27 Sta Elev 41 87 7740 166 5~ 7720 281.77 7713.98 295 21 7717 6] 369 96 77]5 6i 131 282 l24 394 Sta Elev 07 "'735 H 77H.'>5 47 77U .69 77 1719.05 17 77~0 n Val 0 Lengths: Left Channel H8.s2 148 4 K1ght Coe!l Contr ~pan. non ; CROSS SECTION R!VE~ Re~cb ~I liE.ACH · Sab1 no Canyon RS· 4640 !NPUT Descnptlon· XSEC Station Elevation Sta Elev 0 7780 45.9 776a 83.7 7740 124 .31 77"30 116.25 7720 306 6 7707. a4 llJ.SS 7702.75 3<2.84 7107.1] 387. n 1120 451 .26 7742.92 Upstream of Culvert ~ 'i Data num50 S~a Ele'J Sta Ela" 10 47 7715.67 12 02 7775 57 67 66.93 7151 ll 7755 84.6] 77]9.35 lll.-1 77)7 57 129 l2 77<8.07 132 82 7726 24 1n 36 111s 21.9.19 7114 05 307 85 7701. D 305. n 7706 G8 "315 81 770~ 8~ 315 81 710] 42 344 s 1713.9 32a 46 7711.81 77]0 4a5 :n 7725 420.68 7750 511 .6 7745 60]. 42 Manning's n Values Sta n Val St~ 0 0 298.08 Bank Sta Left 298 08 R>ght 329.40 n Val 0 ~~ngtt>s Sta 328.46 Left 82.23 n ne ... "' 7770 <6 775U 46 64 7735 71 7725 71 7711 .04 97 17C·O Ja 97 7704 G9 15 77:5 0 } 26 7715 61~ 7] 7750.69 23 68 115 10 241 310 315 )67 "' ]4 SG 76 04 l2l. l4 170.1 L9B ce ll2 16 llB 47 J7"3 68 Ele\t 7765 7745 -730 49 772: 93 n:~ 53 7702 88 7707 02 77lS 76 445 05 77~0 624 94 l75S V~l 0 Cllanne~ R1ght S.l. 96 83.73 Cc·elt Cc;ncr Ex pan ; CULVERT RIVE~ REACH Reach U Sab,nc Canyon RS. 4635 INPI.IT Descnptwno Cul\tert H Dutance l~om Upstream XS 28 Dec~/Roadway W1dth 25 Wen Coeff1c1ent 2.6 I.Jpstream Deci<./Road"ay Coordinates num2 Sta H1 Cord Lo Cord Sta H1 Cord Lc Cord 2aO 7703 51 360 7709.51 1Jpsneam Bndge Cress Sect>ng's n Values Sta n Val Sta 0 0 298.08 Sank Sta· Left 298 08 num• n Val 0 St~ J26 . . R1ghc 328.46 Elev 7775 7751 11 77]7 57 7726 2-1 7714 OS 7706 08 7703 •2 7713.~ 77)0 7750 S<>mum allow~ble subm~rgenc~ tor weH flow • 95 £levatlon n wh1ch W!!ir flow beg•ns En!!rgy head used 10 sp11lway des1gn Spillway he1ght used 10 d~s>gn We1r cast shape Broad crested ~umber 1 of Cuiverts • Culvert Name Shape Span CULVERTU Ctrcular l'HWII Chart • < - Corrugated >1et~l P1pe Culven Ff!WA Scale # 3 P1pe pro]ectlng from flll Solution Cntena • H>ghest u.s EG Culvert IJpstrm DlSt Length Top n Bottom n 2B 2B 024 024 llpstaam Elevatlon • 7702.56 Centerl1ne Stat1on • 114 Downstream Elevation. 7701.69 centerllne Statlon Jl4 CROSS Depth Blocked 0 Entranc~ Loss Coef 9 Exlt Loss coef SEC'TIO~ l!lVER· Reach U RE'.ACH, Sab1no Canyon RS · 46:!0 mPtrr Descnption: XSEC Stanon Elevation Sta E:ev 0 7785 7765 46' 45 97.07 7740 Hl.55 77l8.56 H7.99 "'71.5 l06.JJ 7">02.95 3H 97 7701.86 117 51 7701-89 311 )6 7702' 85 4H 9l 77l5 459 85 7127.45 6P &2 7742.92 6H.2l '1755 Downstream of Culverr H Data 61 Sta Elev Sta Elev 13.85 7780 25 59 77.,5.67 56.24 "7755 '760 66 '05 JJ)_l,7 7736.02 97.11 77 B >S 156.58 77:n 78 159.87 7725 274 2 7704 81218 '58 7710 )07 15 7702 68 308 3 7702 29 314 l ) 7701- 78 :l1l 4l '1701 '86 ll9 51 7702 06 ;:n '3 no2 140 26 77Ql 47 369 09 7706 B 4JJ 47 7720 439 35 7721- 66 499 79 7">30 554 517715 627 l3 ">745 633 Jl- 7746.47 n Mannwg's n Values St~ n Val o BanJr. Sta a L.eft 284_14 St~ o Lengohs Right lll 36 S~a n Val 284.34 Sta % 76 3!H 53 163 45 284.34 J09 94 314.85 32l 69 JB6 38 H8 16 572.8 664 45 26 Elev 7775 7750 77)5 772: H "' 7 03 .53 ">701 g;_ '"'01 85 7702 44 7707 7:1 77'l2 42 77]8 27 7750 Sta Elev 36 66 77"'0 86 66 77-15 14: 77]0 178 5~ 7720 201 08 no2 9< Ho ~2 1101 sa 3!6 07 7701 B6 3<4 9< 7">D.O 8l. 396 J5 7710 454 11 7725 564 63 .,.,40 667 G~ 77~0.ll n Val a l3LJ6 Letc Channel lll.J 308 04 Right 112 42 Co~t! Contr ' E->cpan ; CROSS SECTION RIVER Reach U RE:ACH, Sabino Canyon RS. ol620 INPtrr Description' Station Elevation Sta Elev 0 7'170 108' 3 7750 J.58 94 7127. n 249 81 7710 HO OS 7695 492 l4 7690,26 593 92 7"'15 741 36 77)4.43 798.68 7755 Data num• Sta £lev l.l .16 7765 57 HS.H 7745 179.6 7725 262.08 7">06.03 J54 73 7690 507 15 7695 615.78 7720 741.4 7735 Mamung•s n Va!ues Sta o Val Sta 0 055 154.7) Sank Sta Left l5t.71 n val 04 " Sta La 87 1:19 64 Elev 7765 7740 211 -,no n 109 96 nos_"" l59 :7 7688-H 528 6) 7700 63"> 88 7725 758.56 7740 Sta 419.97 89 151 2H 325 "' Elev 7755 77')0 7715 l-l 7690 7710 7730 7750 09 98 83 11 464 572 43 675 95 78~ 6 noo n Val 045 LengthS: ~eft Channel :n6_&7 ;Jl-7 & R1ght 438.97 Sta Ele•1 GJ. 11 7760 140 67 7715 n1 87 7719 n }11 84 7705 438 97 7689' 31 550 45 7705 650.61 7717 _g 772_44 7745 R>ght Coeff Contr l-72_7 ' ~xpan ' CROSS SECriON R!VER: R!!ach ~ 1 RE'.ACH· SabinO Canyon RS. 4610 INPUT Oescrlption St~tlon Elevation Sta Elev 7785 46 _9 77£5 1:1 61 .,740 .t69 5' "'720 242 H 7695 168.7' 7678.15 470 Ol 7690 576.45 7710 Hl_Jl 77)5 Dat.a St~ 5 59 l40 " Sta 02 05 33 4t 47 S6 g., &39 28 75} 67 l] 72 U6 IU 271 H6 499 E~ev 7"'75 7755 7"1)5 7.,10 7685 7&eo 7695 7720 17-15 Sta Elev JLS 7771 04 7750 7730 14: OS 2U 87 7705 286 34 7680 433 BS 7685 528 93 noc 669 53 '"'25 762 97 '"'5U E1ev Sta 7770 l4.lS 9S _6 7745 155' 37 7725 ne. 1:0 7700 289.22 7P9.j6 45:1.78 7686.43 555 '14 7705 687 64 7730 ,.,,_ 68 7755 M~nn1ng a aaok Sta C~OSS a Left. ;oeg n '" St~ :289_u ~Ight r. val J6a. 74 Lengt:hs J68 74 Lef" Channel 84 94 105 27 0 Right 136 :6 Coeff Contr ' Ex pan ; SECTION RIVER ~EACil Reach H Sab1rn:- Can~on RS '1600 INPUT O~scnpuon: Station XSEC llpsueam of Data Elevatl~·n Culv~rt I 3 t] Page 19 of34 Sta !>lev 0 7170 68 07 77t5 126 2l 7125 199 ]9 7700 273 02 7680 312 OJ 7675 564 65 7696.26 67l.72 7715 714.52 7731 Ol Sta H.l7 81.6 140 81 213- ~2 285.51 410.43 580 .l 674 59 727.46 ~lev 7765 7740 7720 7695 7677.25 7680 7700 7715.55 7715 MannJ.ng• s n Values Sta n Val Sta 0 0 320.38 numn Val Bank Sta: Left Rlght J20.]8 ]72.03 Ineffective no~o~ Sta L Sta R Elev 0 354.46 7677.49 363.46 7H.29 7677.49 Lengths ' Sta Elev 28.06 7760 90.04 7737.04 155.05 7715 228.8 7690 320.)8 7675 443 27 7685 582 89 7700. SJ 685.79 7720 744.29 7740 Sta £lev 40 77 77~5 96 07 7735 170.02 77lO 243.69 76S5.0l 140-99 7673.68 494.2 7690 621 4] 7705 698 43 7725 Sta E:ev 54 .24 7750 1:1.15 77)0 184.86 7705 24l . 9) 768~ 358 96 767] 49 54~ 19 76~5 648 -17 7710 711 Sl 7730 n Val "' 372.03 Left channel 28.83 26.7 ' ~lght so Coeff Caner 57 ' Permanent F CULVERT RIVER· Reach n ~EACH· SabJ.no Canyon WPUT Oescnptlon: C•Jlvert tl Outance from Upstream XS '1.5 Deck/Roadway lfldth 17 0/ur Coefficient l l Upstream Deck/Roadw~y Coorduia<:es num• l -··-~0 7684.67 ·~··-~- ]58.96 7677.49 Bndge Cross Secuon Data Stat •on &lev~oon Da<:a Sta £lev Sta Elev Sta Elev 0 7770 l4.l.7 7765 28.06 7760 68.07 7745 81 8 7740 90.04 7737 V4 126 .2l. 7725 l40.Bl 7720 155.05 "'715 199_)9 7700 :~n.n 7695 n8.B ~590 273 02 7680 285.51 7677.25 320 38 ~675 7585 372 OJ 7675 410.4] 7680 443 ;n 564 65 7696 26 sao 1 noo 582 89 7700 Sl 671 72 7715 674 59 77:5 55 685 79 7720 714 52 77Jl.Ol 727_46 7735 744 29 7740 "'"'~~~- 401.25 7676.64 Upstre~m " Mann•ng's n Values Sta n Val o Sta o no.J8 Sank Sta· Left Right 320.38 ]72_0] lneUectlve Flc~o~ Sta L Sta R Elev 0 354.46 7677.49 16:3.46 744.29 7677.49 Downstream numn Val 0 n Val ' Coeff Contr Sea Elev 54 24 "'750 111 l.5 77]0 184 86 7705 24] 93 7685 JSB 96 7673 .'\9 5'19 19 7695 6'18 -17 7710 711 53 77]0 ' Permanent ' Deck/Roadway Coord>nates ' Sta H1 Cord Lo Cord 225.54 7676_7 DOwnstream Bndge Station Elevatlon Sta Elev 0 7745 60 7: 7725 138 38 noo 197 99 7685 297 12 7672 66 415 53 7695 559 e 1110 Manning's Sta 0 Sta 372 OJ Sta Elev 40 77 7755 96 07 7715 170 02 7710 2'13 .6'1 7685_0} H0.99 7673.68 494 2 7690 621 4] 7705 6;>8.4] 7725 n 283 Sta HJ. Cord Lo Cord )4] 7676.21 Sta Hi Cord Lo Cord 5~ 7677 4 Cross Sectwn Data Data num• 32 Sta Elev Sta El.ev :4.54 7740 22.87 7737.04 .,6_37 ""20 9l..2t 7715 :ss.1 "'695 170.3 7690 2:4.62 7680 225.54 7676 7 31: 77 7675 343.38 7680 4H ]6 7700 472 l 770l-~5 saa n 7714.7q 28 10£ 176 245 367 480 Sta 56 IJ 15 65 52 <9 E:ev 7735 7710 7688 3 7675 7685 7701..98 Sta Elev 44 32 7730 121.12 ;;os 197.62 7685.06 ~83 59 7Pl 87 391 39 7690 508.86 7705 v~lues n v~l. 055 Sta 245.65 n Val 04 n Val Sta 312_77 Bank Sta· Left Rlght Coeff Contr 245.65 312.77 IneffeCtive Flo,. numSta L Sta R Elev Permanent 0 278_04 7676.45 F 289 04 588.47 7676.'15 "' Expan ' ' Upstr~am Emt>ankment Side ~lopE Downstream Embankment s>de slope M3umum allowable submergence for """r flow E1ev~tlon at "hiCh weir flow beg>ns Energy head used In sp>llway design Spillw~y he1ght used In des1gn Wen crest shape Number of Culverts • 0 honz. 0 horu l. 0 v~n;.cal to 1 0 vertlcal 95 Broad Crested l Culvert Name Span CULVERH1 FHWA Chart: f 41- Arc"'-' Cc;rrugated metal FHWA scale ~ 90 ~egae head.,.al.l Scluuon CrHena • HI3hest lJ S. ~G c~lvert llpstrm D1st Length Tcp n Bottom n ' 5 20 0<'4 024 • Ce~terl1ne Downstream ~~evatlon - Statlcn • 7672 5 Cet\cerllne Statlon • C~OSS Depth B1oc~ed 0 Entrance ~css 5 Ccef Exlt Less Coef 1 J58 96 ~83 59 SECTION Page 20 of 34 RIVE~ Reach ~: Sabwc Canyon REACH HI PUT Jescnpt,e>n· RS. 4590 li:SEC Downstream of Culvert # 3 Oat~ num• J< Sta nev Sta Ele" 1.4 54 1740 22.67 7737.04 76.37 7710 H.26 771.5 1.55.7 7695 l70.J 7690 2H .6< 7580 225.54 )1.2_17 7675 )4] _JB 444.36 7700 472 3 7703-95 566.47 77H.79 Stauon Elev«t10n Sta Elev 7745 7725 7700 7685 7672.66 7695 7110 60.71. 138.:!9 197-99 297.12 US .51 559_ 6 Mann>ng's n Values Sta n val Sta 055 245 65 Bank Sta !,dt Right <45 65 31.2 77 IneffectiVe Flo" Sta !, St« R Uev 0 278.04 7676 45 289 04 588.47 7676.45 n Val .04 Elev 26.56 77]5 106 1] 7710 176 15 7688-3 :245 65 7675 ]67 52 7685 480 ~9 7701.98 "" H 121 H7 283 6ta l2 72 Elev 506 86 77)0 7705 7665.06 7671.87 7690 7705 Coeff ContL ~pan 6;1 59 39 )91 n Val Sta m ]1~_77 !,engths, [,eft Channel 96 17 126.79 Right 150.79 ' Permanent F CROSS SECTION iie«Ch RIVER REACH ~~ Sab1n0 Canyon INPUT DeSCrll'tlOn Staucn Elevat1cn Sta Elev 0 7760 76_44 77]7.04 l40.7Z 771~ 221 Sl n9o 2n H 7670 J78.H 7666 09 ~02- <9 76 90 Manning·~ n S~n~ Sta Data num. Sta ~lev 12 l-6 7755 92 27 77)5 156.92 7710 :237.9-4 7685 J06 .68 7666' 61 )99 69 7670 527.71 7695 27' 55 95.25 !73. JJ 25t .29 315.96 425-53 567. J5 Elev '1750 7730 7705 7680 7665 7675 7700 n Val. 0 Sta H9.26 n Val 0 "" 51.1 U9.53 265 . l l H6 1 451 78 585.23 <:lev 7745 7725 7700 7676 _7 7665 7680 7702.2 El~v 7740 7720 205-H 7695 272.62 7675 349.26 7665 66 477 B 7685 635.84 7701.68 Valu~s n Sta 0 4500 R6 V~l Sta 306.68 0 Left 106 _68 R1gflt ]49 .26 !,engths, Lett Channel 199.74 193.07 Right 167.78 Coetf Cant~ ' CROSS SEl:HON Reach H Sat1r1c Canyon Rl"Jii:R REACH INPUT Oescrq>t10n· Statlon Elevation Sta Elev 0 7765 7'145 Sl. 19 7720 ll7. O< 7695 1aa .64 260_ 9E n1o 7655 Jl7.19 7665 4-10.6~ 7690 523 .51 706.01 7705 ~anning•s n Sea """ Elev 7755 26_n 77)5 78' 24 7il0 144.13 7685 ng•s n 8~~ 26-i.~e Left 167 l ) 167 n ~>ght Lengths 196 83 ~~a l%_8J n Val 045 Left Channel 187_lJ 2}4.04 R1ght 247.65 Coeff Contr .> Expan. ' S~C1'ION CROSE RIVER· Reach~~ ~~CH Sab1n0 Canycn rNPIJT DeSCTlPt>cn StatiOn ElevUlL>n Sta Elev 0 7690 59 7J 766~ 11e o9 7EtO <<4 98 7625 }ll 94 7632.09 4:;:<; 41 7650 Data Sta '" Elev JJ_Jl 7685 70.44 7HO 133 94 76}5 :<57 53 7E2l 0 )56 83 76]]_7!; 453 71 7655 Eta Elev 89 7~ 80 54 7655 59 76]2 i f 91 762l.5 16 7635 477 89 7660 26 79 14< <6'1 36< lolann1 ng' ~ n Va iues Sta n Val St~ 0 055 <57 53 num• n Val 035 &ank Sta Lengths· Lefr Channel 108.96 135.09 Lett 257 5:0 C~OSS SECTION Ight on· Statlcn Elevaucn Sta Elev 7'100 45 55 7E80 99 05 ~£55 16] 9 700 «3 H 70::;1 04 JSE lB 7EJ5 470 45 7660 RS, Data Sta Li ~·6 54 04 lll.O:l 177 15 27E .U num• 76:,~ '; 1-!ann>ng' s n 'Jalues Sta n Val Sta 055 177 15 num• n Val 035 Sank Sta ~>ght L.;ft 177_15 73 7675 7650 7630 7625 7640 7665 St3 -18 s; 102 89 El<>v 7670 7645 1n n 7626.37 )Ol 99 7630 403 89 7645 520 89 7670 n Val 055 R>ght 121.38 34 S~a Elev 24 )7 7690 03.27 7670 125.98 7645 :90.17 76~0 2s9 6; 76:26.81 4ll.11 7f45 5 4.02 7670 El~v ]B].J;9 ]A) 499 95 Elev Coeff Contr 4540 7t75 7£50 76cn Stauon Elevaucn Data Sta Elev O:ta 7E95 13 73 0 1b1 19 7645 ;:: a 6'1 7620 ght ·~6 )] num. Elev 7690 7065 7HU 7615 7600 49 ;o: 1. 2'1 76]0 7C55 7680 ~ " Sta Elev 27 7< 7685 96 '~7 7660 !65 : 7635 24! 7S n1o 252 57 7600.46 315 19 761l.59 373 89 7635 425 ~9 1660 4 91 41 7685 Val 0 St<1 286 ~engoh!l, n Sta EJev u 64 7680 113 56 7655 195 '52 7630 249.15 7605_to; 252.99 760). 87 ns a 7615 384 75 7640 07 B 7665 503.04 7690 St~ Elev 5'1. 89 7675 131.67 7050 206.65 7625 250 7! 760].92 254 ~] 7605.48 340. as 76<0 394 as 7o4s 449 .H 7670 515' 64 7695 , Val _)3 ~ett Channel 123.67 125.'16 R>ght lJ5.08 '~oeft Contr Expan. ' SECTION R1VEJi R~ach 11 REACH· Sab1nc Canycn !NflJT D~s~npuon· XSEC Stdt>cn Elevaoon Sta Elev 0 7695 70.1 7670 150.01 7648 J) n; 79 7E:;:s 278 _]5 7597' 18 295. :l 46 '1625 7650 4!1 09 7H5 42< 9( 464.94 ~E70 474 71 76'5 515 0 7695 526 H 7700 Manmng•s n V~l\les St3 n Val Sta 0 055 <78.)5 "• num· n Val OJS Sta :295-<6 Oev 7680 l7 '19 7655 126 11 7635 192.:29 ~66 O:.l 7610 292_27 7592.:<8 )09.23 7597 9J 340.16 7608 25 J83 J 7630 4JJ ]8 7655 484 H 7~ 80 536 75 7705 "" "" 54 27 144 44 208 21 5< cant 1 1 Upstream Deck/lloaclway Cocrclln.nes num• 3 Sta H1 Cord Lo Cord Sta Hl Ccrd Lc Ccrd 0 7597-53 287 7597' 5] Upstream !Ondge Cross Secuon Data o; Stat:lcn Elevatwn Datd Sta Elev Sta £lev Sta 0 7695 10 99 7690 2< ll 70 1 7670 86 OS 7665 10s 1a 150 01 7648.3] 160_ H 7645 17& 55 2<3 79 7625 218 86 7620 253 14 :1a .l5 759'. ta 219.67 7595 . .<5 280 99 ;i95 .26 7597' 28 JOO 44 7597 _51 304 IS 318.0] 7599 21 ]26 55 7601.91 JH se ]55.] 7615 J6J. 74 76LO 372 46 401 .1a n•o 411 09 7645 422 94 455-21 7665 464 94 7670 474 71 ~ 05.01 76 90 526 34 515 -· 7695 Mann1ng·s n Values Sta n Val Sta 0 055 278_]5 Left lll9"ht 278.)5 295.26 Ineffect•·•e Fln" Sta L Sta R Elev 0 279.,9 7597.22 294.64 548.47 7597.n Banl< Sta O~ckllluadway Oclo"nstream ' Sta Hl Cnrd Ln Ccrd 0 7596.65 Dc·,.nstream Bnclge Staunn Elevation Sta ~lev 7690 60 l7 '1670 139 78 7648-33 2]4 82 7625 299 44 7597.48 319 69 760:l. O;l 365 77 7614-33 4:<0 79 76]'; 47< 38 7660 52< n 7685 57) 67 7710 29~.5' Ha 295 26 R>gho: 313.69 Ineflect•ve Plow Sta !. Sta R Elev Culvert~ Dc"nsoream <'9 7635 7~ 1o 7700 ''"- 7" 770~ 44 208 :75 7650 7630 7<06.69 -,532 <8 7518.13 7610 76J~ J:j:;: 7660 7685 7710 n Val 05': Permanent Cc·ord>n .. te" Sta Hl Ccrd 21'7 75% 65 L~ Ccrd n Val 035 Sea J19 E9 Sta Hl Ce>rd Lc Co::-rl 347 75% 82 Sta ]0 4<' l } 19 E)ev l£80 7005 7630 9~ 99 79 93 7UO 15 66 7591. G1 H 700 oJ n 7<<-; 451 ] 001 46 7650 7£7'; 7700 t7 553 f Sta E1~v 4 ~ '54 "6 .,, IJ)_.; 7650 21" 7630 294 54 16C5 318 77 7591 58 372 19 C6ll 68 41< :25 7630 46:2 56 7655 511 42 7080 56) 66 7705 n 'Jal 055 Cceff Ccnu- Pe~manent 0 0 hor<~ ~onz tG 1 0 verucal to 1 0 vertlcal 95 &read Crested • Shape s~~n ArLh 41· Arch: Conugar.ed met.~l PHWA. Seal~ ~ 1 90 Degne headwall Sclutlon Cntena • H•g~est u_s EG C:ulven Upstrm Dlst Le~gth Tq: n ~c·u~m n 5 3:; OL4 0:<4 C~art 192 0 beglns Ene~gy head used 1n spJ.llway 1ea1gn Spilllo"ay he1ght us~d 111 des1gn Wen crest shape Number cf Kl C~rcl Lc Ccrd H7 7<090.£8 ;:9;: ;:7 7on.<9 109 2] 0097-93 J40 11' ~E08 "5 383 3 7630 43J 38 7655 484 H 1Gii0 Crnss Secucn Dna Data 51 Sta Elev S•.• Elev 15.2 7685 20 08 708,_38 78.H 7665 9£ 16 7HO ~54- 39 7645 108.45 7040 150' 7 76~0 :65 H iEl5 l02.H 7591 48 JOt 37 -~~loO JH J:l 7605 354 ;J 7005-70 395 J n;:o 386-91 0615 440 4 7£45 00.01 7640 491 7 71i70 482 00 7665 SJJ E8 7690 SH 07 7095 Mann>ng's n value~ Sta n Val Sta 0 055 2S4.5t Ban)< Sta· Left n Val 015 Elev 7680 76£0 7HO 71'15 7~92 32 ~537 S nos 47 7625 7/iSO ~<:~ ' ~ El~votlon • 7592 ;: Centerline Stat1cn • JOE ii:ntrance Less Coef 5 Exa Less Coef 1 D~pth Entrance Less Ccet 5 Exn Loss Ccef 1 40 Culvert Name Shape R1se S~an Culvert ~2 Arch PHWA Chan ~ 41- Arch; C<.bl!IO C;;onyon RSo 4510 INPUT Do ... nstr~am of Culvert ~ 2 Data 51 St<> El~v Sta elev J.5.2 7685 20 DB 768~.38 7665 7660 78.64 36 16 7H5 ], 78 45 7640 154 .l9 7620 265 34 7615 ~50. 7 106 37 7591.61 302 44 7591.48 H4 13 7605 354 0 7605 76 386 81 7615 H5 3 7620 -130. Q], 7640 -140.4 7£45 7670 482 07 7665 491.7 7695 533 68 7690 544 07 IC~ScnpUon· XSEC Stac>on Elevat>on Sta Elev 0 7690 60 )7 7670 139 78 7648. D 2J4. 82 76:25 299.U 7597.48 319 69 "76QJ .02 365.77 7014 J~ 4:20.79 76)5 472 38 7660 5"i.2 .47 7685 573 67 7710 Manmng's n values Sta n val St<> 0 055 294.54 Sanl< Sta · Lett R>ght 294.54 ll9 69 Inetfecuve ~low Sta r., Sea R Elev n V<>l 035 Sta 319.69 Sta E1~v JO 42 7680 113 ],9 7655 198.H 7635 279.93 7610 315.86 7591.61 ]67- 14 7610 403 '87 7625 451.] 7650 50L48 7675 553.6 7700 Sta 45 54 133 _2 Elev 7675 7650 ~17 n"o ~H 54 7605 ll8 77 7031.08 J?:l 19 7611 'f8 412 25 76}0 H;, 56 76'05 511 ~: 7680 563 66 7705 n val 055 Left Ch<>nne1 107 29 123-56 0 Permanent P1ght \41 .49 Lengths Cce f f Ccnr. r CROSS SE:CTION RIVER REACH Reach H Sab>no Canyon RS. 4500 INPUT Descr>pt>on. :Ja1:~ Statlon Elevaucn Sta Elev 0 7685 E9 .6 7665 1<9 03 7645 222 65 7625 :288 59 7607.31 357 67 7580. )1 395 85 7599.89 OJ 98 7632 _7 50S <2 7650 581.66 7675 Sta l41.H n Val 035 n Val .055 L~ft Bank Sta " Elev 7683.)8 7660 76'10 76<4.72 7605.71 7588 27 Hnnlng's n Sta 0 num- Sti> 6 B 84 16 147 04 nt 79 315 H ]59 38 409.7 456 67 5:n 07 594.85 H1.66 Rlght 369.25 St& 369.25 n Val 055 !i1ght Lengths' Lett: Channel 2J.:I.:l9 193.78 Ex pan ; 168.97 CROSS SECTION RIVER: Re&ch #l REACH· Sab>no C<>nyon liS· 4495 IN~UT Descr>ptlon: Stauon Elevauon Sta El~v 0 7620 1:16.11 7595 190 7';87 :252' 89 7605 76:15 :291 '61 Mann,ng's Sta 0 D<>ta Sta Elev :15.33 7615 169.22 7591.3) 200 7590 7610 261 39 7630 309 -~4 Values n V&l 0 B<>ni< Sta: Left 175 "n Sta l9 Elev 161o 175 7590 230.25 7592 S9 :<69 ss 7615 n-1 aa 7635 "' '"' ::n Elev 61 '8 7E05 234 67 81 7587 7595 7620 Sto Elev 86 12 7600 187' 5 7585 2-11 75 ?tOO 2s1. o& 762l.E9 num• Sta 175 Rlght 200 '" n 'lal 0 n Val • '" Lengths· Left Channel !54 64 HS.>S R1ght 101 48 Ccef! Ccn<;r CROSS SECTION RIVER REACH Reach U Sab>no Canyon !N~UT Oescr!ptlon· Sti>tlon Elev<>tlon C~ta Sea Elev 0 7610 69 74 ll2 7587 5 11s as 166.99 7587.51 J.68 08 173 .b4 7605 201 n ''" Mann>ng·s n Values Sta n Val 0 0 B<>nk Sta Lett 112 Sta ll2 R>ght: 138 78 " Elev 7605 "580 7590 7610 Sta Elev 92 58 7600 118 H 758< 3:l 170.08 7595 <:10' 77 7615 n val Sta 138 78 101 128 171 no Canyon RS- 4485 INFUT Oescnpt>c·n: StatH>n Elevauon Di>tO Sta Elev Sta Elev 0 7606.84 2.4 7605 27 6 7580 32 59 7581. OS 40.17 7569 79 40 8], 7570 " 8 7< ]] :<8 "' Elev 7600 7580 %83 757~ Sta :s 05 JO 6ng•s n Values Sta n V;ol SUI 0 . 055 36.66 num~ Sank Sta Lengths Left ]6 66 Right 61.04 Val n "' 98.84 7590 Sta 61.04 o "/al " Left Channel 252.86 :253.96 104.94 Right 25.<.06 7595 :11.28 Cuetf Contr ·' 7600 £>p~>on: Stat1cn nevaoon Sta Elev o 7670 102 78 7650 157 1] 7630 1,96 66 7610 236 02 7560 27& ]9 7553.9 Jl6 51 7570 ]45 15 7595 380.H 41,6.76 Data Sta Elev 5~ 51 7665 99 1t~.OB 1645 7625 168.04 7605 205 74 :244.23 7555 298.93 7554 n 322.19 7575 352 7600 7625 4Z4 76'17.59 Mannwg•s n Values Sta n Val Sta 0 045 2H.2J San~ Sta Left 244 ~3 Right 276.39 " Sta 55.57 131 92 178.7 <55 H 299 97 327 74 359 17 394.52 t)J 18 E:ev 7665 1640 7620 7600.07 7550 7555 7590 7605 76:)0 7650 Sta 276.19 n Val 045 :n5 n Val 04 L~ngths, Left <;hannel 10.% 141.71 "' 72 74 H5 59 182 S'i 1.15 l2 .<60 87 305 45 JJ.l 38 360 16 401.6 45:) ]9 Right 117 <1 Elev 7660 76:)5 7618 1 7600 7547.8 7'060 7585 7610 7635 7655 Sta €lev 87. 8' 7655 l49 27 76)). 69 t87.86 7615 229.24 7575 266.48 7550 311 05 756'; 339.1 7590 J7]. 3:< 7615 408.71 7640 C:uelf Contr Ex pan ' CROSS SECTION •1 RIVE!<, Reach REACI!: SaOlno Cac•:• INPlrl" Descr•p>:Ion: Station Elevauon Sc~ Elev 0 7640 55.2) 7615 84.]1 7575 7555 114.3 7540 154 .92 7545 190.8 7570 220 19 7595 :26-1.17 7620 315.59 }65. 71 7645 RS: 4470 Data Sta Left 1]7 01 " St& Elev 22.48 76]0 66.77 7609.29 90.59 7570 7545 129.H 7540 1 '15 66 202 )3 7555 7580 237 07 7605 284 65 7630 ns 19 7650 376 74 £l~v 76:)5 65.23 7610 94.7 7573.7 U2. J3 7550 156 .2 7540. :!8 196 63 7550 n7 65 7s7s 274 36 7600 3:<5 81 76~5 370 BJ 760.58 Mann1ng• s n Values Sta n Val S~a 0 0'15 ll7 01 Sank St~ null'l• 11.<~ Rlght 156.2 n Val .0'1 Sta 156 2 ~engchs, Sea )} 75 69 ]7 n 98 1]7 Ol 184 5 208 H 246 12 294 94 345 66 JaB H Elev 7E25 760'; 7565 7540 7~'10 7560 1sas 7610 7635 7655 s~a Elev 7620 85 7:2 37 7600 7560 1.06.35 1.42.75 75)6.09 1H 76 7539.88 214.25 7565 :iSS 04 75~0 JOS. 24 7615 ]55 7l 7640 H n Val 045 Left Chann<>l :57.H 156.7~ R>ght 154 35 Cueff Contr. ' £xpan ' CROSS SECTION RIVER· Reach U RE.IICH· Sablr.O Canyon INPUT Oescnpt>on Stauon Elevauon Sta E:ev 0 7605 59. JS 7585 110.25 7560 lat. 98 7545 :208.48 75<3 07 266.11 75)0 29'; .6 7550 329.87 757< ]6 165.55 759S 762C 409.05 Data num• Sta Elev 11 91 7601.53 67 76 7580 147.-15 75';6 l 7540 B0.51 75~5 215.46 7530 266.6 7555 303.91 7575 334 :s 373 97 ?Gao 417 64 76:25 Manning's n Values Sta n Val Sta 0 0 201 5 ean~ $ta RS · 4460 Le~t R1gh~ 201 5 232.58 n Val 0 Lengtn5 50 S~a 18 41 78 24 17:2 6 196 07 232 58 27] 7J 312 07 H1 n 382 sa 4<6 09 sn 232.58 Elev 7680 7575 7555 75:)5 7530 7535 7560 7580 7605 7630 Sta Elev .l5.7:1 7595 90 45 7570 173 95 7554.91 201.5 75]0 2]:) 89 75]0 .4 2e1 .o2 7540 J19 'I] 7565 H9. 59 7585 ]91 .4 7610 76]5 434.H Su 51 23 107 86 179 ]9 206.61 247 67 288 34 3:<6 4g )57 52 400.44 44;: 79 £le" 7590 7565 7550 7525 7530 7545 7570 75'10 705 76<0 r. Val 0 Left Channel H:i.5 176 67 Right B7.19 C~eff Contr ' £>ata num. Sta Elev < 15 7598. 7'; 7580 U.l 7500 91 15 7535 159 44 ?515 ~06. 9 75~0 <69. 77 7S-!5 JLI. 96 7570 355.5 7090 401 H 76:5 01.96 Uev 7595 7577 09 102.87 7555 176 77 75]0 212 :17 7512.29 ;n9 H 7525 3:<0 5} 7550 360 .<8 757<. 36 4<1 94 7595 482 62 7620 28 7~ so St-' Elev 7594 04 59 757S 1!4 S7 7550 179 ' 75<9 l7 Lon St~ £lev 0 7620 52 32 7595 121 l3 7570 173 8i 7550 268 ~6 7525 349 OJ 7500 390 1501.75 7520 443 19 499 33 7545 7570 537 15 7590 SH 65 7615 607 41 Data Sta 10.:7 64.56 1)4' 3~ 190.18 299.95 359 95 41l.]4 451.9'1 '199 56 5i2 05 as 57-1 62 615. H " Sta Elev ]] 7610 13 7595 75 7560 17 7540 ll 7515 ]60 09 749'1 H 416 79 7505 460 9] 7530 507 7E 7555 545 ll 7575 58< 86 7~00 623 39 7625 Elev 7615 7590 7565 7545 7520 7495 7501.99 7525 7550 7572.]6 7595 7620 20 81 H6 206 ll7 Mann>ng's n V~lues Sta n Val Sta 0 055 338.87 num• n Val .035 Sank Sta· Left :,Ja _87 ~~ng~hs· R;ght BO _;;5 Sta 390 85 Sta E:ev 30.57 7605 95 7580 158 7l 7555 19 87 75J5 :Ja 69 151o JGL 4~ 7495 4LS 55 7510 no 46 75:!5 516 95 7560 551 56 7580 591 lJ 7605 6H 3J 76}0 no "' 41 27 lOB 56 !59 -2 240 43 338 87 383.57 434 .]6 480_ 05 SLG _7< 558 '7 599 27 639 <6 El~v 7600 7575 7555 7530 'l505 7500 7515 7540 7565 7585 76:0 7635 n Val 055 Left Channel 365.7:! 30~-91 ~:ght Coe!! Contr H8_13 Ex~an 0 CROSS SECTION Reach U REACH' Sabino Canyon RIVER HIP\J! ~~SLnpt lLn Stauon Elev~tlon 51 41 108 l ] H8 .46 !93.97 269.16 322-93 381 64 430 _1 Data s~a Elev a 47 7565 6t.17 7540 IH _88 7516 65 149.49 7499.5] 213 43 7485 279 5' 7500 336 J8 7525 391 4E 7550 Hl 52 7S75 El"v 7570 7545 7520 7500 7490.36 7495 7520 7545 7570 " Slev St~ l7 41 7560 7535 75 '45 ll7- 9/i 7515 157-97 7495 2:.l5.28 7Hl 91 289 99 7505 HS 65 7530 400 99 7555 450.37 7':79.H Mann1ng's n '{alues Sta n Val Sta 055 166 9 num• n Val Bank Sta Lengths. Left 2H.8J L.eh. !66 9 Rlght 2<5.28 Sta a.SB Elev 1555 75]0 12B.47 7510 lE6.9 '490 245 _9:,! '148'1 95 300.7 7~10 300.24 7"5 410.)8 7560 454 .24 7580 86 _]7 Sta 39. 9e 97 )]g 55 laO_~ l5J.62 3ll 71 371 87 41-9 6} 470 98 £lev 7550 '15:05 7505 7485 7490 7515 75'10 7565 7585 n val 055 "' Ch~nnel ~lght 100.29 :99 76 Ex pan ' CROSS SECTION RIVER Reach Ill R£.1\CI!, Sab>no Canyon INP\J! Descn.,uon, Stanon EJ~vat>on Sta Elev a 7510 127 34 7495 21G 04 7470 270 34 7476.49 l!O. S 7500 349' 9 7525 390 56 7550 Daca St~ Elev , 76 7505 Hl.6 7490 <~3 77 H67 85 <79 06 7480 318 )8 7505 ]57 89 75)0 404 02 7555 Manrnng's n Values St~ n Val Sta 0 0 19 •. 99 Bank Sta C~OSS RIVE~ REACH Left :84.99 R1ght 242 .OJ. n " Sta 287.36 325.87 366 17 419 E:ev 750:2.16 HSS 7470 H85 7510 75]5 7560 Sta 51 n Val 0 t:2 '93 153.66 229 44 V~J 0 Lengths ~42 ~eft 120.24 Channel H:l.62 Sta Elev 107 17 "JS00.89 169 H 7480 242.51 7475 295 61 7490 JJ3 55 7515 ]74 17 7540 Sta Elev )'J 7500 184 99 7475 2'16.7;' 7476.'19 303.29 7495 :l41 18 75.<0 19<'. 3 7545 Ill Rlght JH.O:i E.xpan. 0 SECTION Reach n Sab>nc Cdnycn INPL"T De~cn~t1cn· Dat.~ Stat len £levat>on Sta Elev Sta 211 89 82 Hl.H i80.49 074853~ 77 27 7469.5) l]J 46 '7470.08 17]. 5] 7480 ManMng's n Values Sr;a n Val 0 Bank St~ 0 Left 77.27 Sta 77- '-' Right 1.)!.4~ numElev 7485 7465 7470 748~ num• n val 0 " St;o E!~v 2J.H 7490 98.41 74£1.89 144.75 7470 187.19 7490 '" lJl _46 Sta Elev 4? 58 7475 1 ;o 96 7465 15! 79 ?PO.JJ 194.09 7495 ~4 '" % l}J 15 7-170 164- )9 ''175 £lev 74'0 n 'Jal 0 Lengths' Lei" Channel 97.4\ 49.85 Rlght 12.]4 Ccell no Canyon !"NPO'T Descnp~10n' Upsr:ream of Culven #l Sr:auon £levatlon Oar:a Sr:a Elev Sea £lev Sta Uev Q 7490 25 72 7485 54 29 7480 117.81 7470 151.33 l8~ OJ H64. 45 7465 197 _J6 7455-96 ],98.22 7455.19 ~00 7'L 7455.09 210 33 7460 20~.39 7457.46 207.82 7458.6 ]00.01 7469.74 7475 100 n H70 312 08 ]41.42 7490 7500 HS 93 7495 156 64 i'lann1ng• s n Values Sta n Val sr:a 0 0 186. OJ num• n Val 0 Ban~ Lengths: sr:a, Left lllghr: laG. 0] 236 '59 lnef!eceive now Sta L Sta R Elev 0 197 7457 61 205.1 JH.8l 7457.72 '" '" E!ev 89 75 7475 194 02 7460 ~OJ. 55 7455 _ 09 236 '59 7465 J24- 87 7480 HS 3 7505 Sta E:ev ~E 7472 37 09 7457.89 F 7455.79 39 7468.27 02 H85 81 7510 109 196 204 271 334 374 n Val 0 216.59 Left Channel 47 53 53.74 R19ht 68.32 Coeff C~ntr Expan ' ' Permanent F CULVERT RIVER Reach U RE:AC"H: Sab>no Canyon INPUT DescnpL1on. Culvert #1 D1stance from Upstream XS Deci475 337 17 7500 388 89 7525 a H•::.n 09 7457.89 97 7455.79 ]9 7468-~7 o< 7485 7510 81 ; num• '" n val c n Val 0 2]6- 59 Expan Bani< Sta, Left R1ght Coe!f C~r.tr ; 16£ OJ B6.59 Ine!fect1ve Flow num· Sta L Sea R Elev Pe~manent 0 197 "1457.63 F 205.1 374.81 7i57.72 Downsr:ream Sta H1 ' Deck/Roadway Cccrd1n"ees ' Sta Hl Cord 1.o 170 7460 Downstream Bndge Statlon Elev,.tlon Sta Elev 0 7485 1:29.88 74£5 l86.65 1455.01 189.16 7454 54 192.58 7454.86 231.06 7465 293.41 7480 347.88 7505 C~:rd Sta Hl Ccrd Lo Cord 2157459.842 Crcn secuon Data Dar:a tO Sta Elev Sea Elev 32.71 7480 H 8< 7475 H8 l7 7460 l3 158 68 74!.0 187.2 7454 68 187 55 7454.67 189.93 7454.54 190 45 7454.6 194.9 7454.95 193 09 7455.04 240.56 7467.45 264 58 7468 ll JOt 48 7'185 HS_3 7490 ]58.45 7510 ]68.85 >515 Mann1ng•a n Valuea Sta n Val Sta 0 055 17] '03 num• n Val Bank Sta Co~ft Left R>ght 173.0) 212.81 Ineffect1ve Flow Sta L Sta R Elev 0 183.66 7459.01 195.74 389.89 7459 Ol "' '" :oa o9 n 'lal 212 81 " Cone,- ; Upstream Embankment Sld~ slope 0 han< Downatream Embank...,nr: s1de slupe 0 horn Max1mum allowable S<.lbmergence for ~r nvw beg1ns Energy head used 1n sp>Jlway des1gn S~nlloray hel-ghr: used 1n dea>gn We,- crest shape Broad Crested Number of Cui ven s • tc 0 ve,-tlC.'Il 0 vertlcal l Culverr: Nam~ Shape S[Oao CIJLVERTU Arch PHWA Chan ~ 41· llrch; Corngated m~r:al FIIWII Scale ~ :10 Degree headwall Solutlon cr1tena • H1gheso 'J S. EG Culvert lJpstrm D•sr: Lengrh Tcp n &ocr:~m n J « o:~t o;, Number of Barrel$ • ~ Upstream El.,vauon • 7455 Cenr:erl>ne StaLlOne Sta Sta. 199 20) t Downaere~m Elevauon • '1454 9 • o .. pr:h Bl~-e~~d o En,ran~e Loss Cce! s Ex 1 t Page 27 of 34 Less coer 1 C<'nce.-l1ne Stn1ons St~ Sta 187.~ 192 S2CTIO~ CROSS RIVERo R~ach U REACH, Sab1no Canyon RS. 4395 INP!J"l" D~$cripuon, XSEC Ocwnstream ot Culv~rt ~ l Stauon E:..,vacion Data num• 40 Sta El"'v Sta Elev Sta El"'v o 7485 l29.aB 7465 186.65 7455.01 189 16 7454 54 192.58 7454.86 231. 06 7465 293.41 74~0 H7. 88 7505 3<. n 148.17 187.2 Ja9.93 192.9 240 S6 lOt 48 358.45 H80 7460 lJ 74~4 68 7454 54 7454.95 7467.45 7485 7510 Sta num• n Vng's n Values Sta n Val 0 055 St~' Bank R>ght 173.03 212 8l. In.,tfect>v"' Flo"' Sta L Sta R o 195.74 "' on 173.0] L"'!c 66 a4 7475 158 68 7460 187 55 7454.67 190.tS 7454 6 193.09 7455.04 2H.58 7468.13 Jl5.] 7490 368.65 7515 .4 Sea Elev l.09 85 186.28 188 51 191 4] 212.6: 281 7 337 n 388.39 7469.87 7455.l7 7454.55 7454 7) 7HO 7475 7525 . Lengchs, Left Channel 6<. < R>ght 72 85 Coeff Contr ' numElev Pe=anent 183.66 HS9.n 388.89 7459 01 ;soo n Val 212.31 51 Sta Elev 108.69 7470 173 OJ 7459.3 1.87.99 7454.6< 19o.n 7-154.69 19] .<7 7455.29 269 I 7470 326 7-195 379.05 7520 P CROSS SECTION Reach n Sab>no Canyon R!VER REACH RS, 4390 INPUT Descnpuon· Stanon elevauon Data Sta £lev Sta 0 7480 50.91 l49 -15 7459.16 196.06 74SS 275 75 7470 ]33 97 7495 388 88 7520 456 57 75i5 l.93 05 21.6 -14 287 26 344.78 400 OS 7-175 7457.3:1 7460 7475 7500 7525 Sta 18J.o5 Mann>ng'" n values Sta n Val o5s Bank Sta, Le!t 19l .05 H £lev R1ght 2H 4-1 ao !:lev "' 74 7) ]) H ?·PO 7455 7465 7480 7505 7530 n Val Sta n Val on 216.44 o6 186 2)5 298 ]55 411 36 1] Lengths. Left channel 422.01 367 85 Sta ~lev l.t5 35 7465 188 67 7453.06 241 -1) 7-166.4 )11 17 7485 365 l.9 7510 42l n 7535 R;ght Sta Elev 96 7460 ll 745) l4 21 7466 )1 92 7490 ]77 22 7515 08 6~ 7540 H4 191 267 322 Coeff Contr H8.08 ' CROSS SECTJON RIVER Reach U REACH· Sabino Canycn RS LNP!J"l" Descnptlon Stanon Elevatlon Data Sta Elev 0 66.18 106.26 145 25 196.54 287.65 386.96 u<.59 '" 7540 7515 7490 7465 7450 7450 7470 7495 0 Ban~ 055 El<''-' ll 98 74.12 ll:l. 9J 154 5 209. 7l. H7.35 404.73 7535 75l.O 7485 7460 7HS 7455 7475 7500 m Mann>ng's n values Sta n Val 4380 .. Sta Sta n Val Sta :;>09.71 035 ng•s n Values St~ n Val Sta 0 0 l.80. 69 Sank St~ Left Ja0.69 num• Elev ll.C6 7495 72 .~7 7470 169.03 74-15 22<.45 74n.7J 311.9 7460 182 ]6 7-185 41.8.21 7510 R1ght <22.-15 n " ~ .. 2J OS 85 19 7H5 180.69 7442 )1 ~H 8 7445 328 •17 7405 391 48 7490 425.13 7515 Val Sta 0 :12<.45 ~engt~s n Elev 7485 7460 7H0 74!0 7470 7-195 122 199 .<76 l6l 404 '"' 7455 26 74)8 .05 ' : 7450 :1-1 L:; 7475 89 7500 Va~ Left chann<'l 1:1.8 Sta 07 4) Sl 98 88 ]98 52 ]5 100 190 27] 344 l.l-I.JS R.:."ht 118 98 Expan ' SUMMARY OF MANNING'S N VALUES Page 28 of34 ~•ver,~each n R1ver Sta ~each S~b•no Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyo<> Canyon Canyon Canyon Canyon Canyon Canyon Canyon r:anyon Car.yon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Satnno Sab1no Sab1no Sab1no Sab1no Sabwo Sab>no Sab1no Sat:nno Sab1no Sab1no Sab1no Sabino Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no satn no Sah>no Sab1no Sabino Sah1no Sab1no Sab1no Sab>no Sab•no Sab1n0 Sah,no Sab1no Sab>no Sab1no Sabino Sah1no Sah1no Sab1no Sabino Sab1n0 Sah1no Sabino Sah>no Sah1no Sahtno Sah>no Sabtno Sah1no Sabino Sab>no Sab1n0 Sab1no Sab1no Sah>no Sahtno Sab1no Sab>no Sahtno Sab> no SabHlO Sabwo Sab>no Sab1no Sab>no Sabwo Sabino Sab•no SabinO Sab><>o Sah•no Sab1no Sab1no Sab•no Sab1no Sab1no SabinO Sab1no Sab1no Sab1no Sab>no Sab1no ~anyon Sab,no Canyon "' %00 4990 4980 4970 4955 4950 "' . OlJ .045 "' 055 0 0 ou "' . OlJ .045 "' "' m Culvert 4949 ou ou 49tB 4940 4930 4925 4920 4910 4900 4890 4885 .4880 4870 4860 4855 4850 4a40 4830 4825 4820 4810 4 B~ 0 47cJ0 4780 4775 4770 4765 -1760 4750 -1745 4740 .045 .045 .055 Culvert . 013 .045 "' o• "" Culven Culven Culven ou ou .0< Culven " "'" 0<' 0 "" " 0<' " "" "" .045 "' C'-!lven 47:JO Culvert 4725 4720 4710 4705 4701 4690 4680 4675 4670 4640 4635 46)0 4620 4610 4600 4595 4590 4580 4510 4565 4560 4550 4540 4530 4520 45t5 4510 4500 H95 4490 HSS 4490 4470 4HO 4450 4HO 44)0 4420 H10 4400 4397 ; 4395 4HO 4380 4370 ' Culvert Culvert Culven C·.Jtven o,; 0 "" "" "" "" 0>' " " m o,; .0)5 m .0)5 o;, 0>' Culvert m m .0)5 m "'"' m m m "" ""0 "' "" o.- " 0 0 o;, "" "" m m ·"' Culven 055 . 055 m m m .035 "'"' .055 0 SUM!o!ARY OF RF.ACH LE:NGTHS R1ver Reach Reach Sab1no Sab>no Sab1n0 Sab1no SabinO Sab>no Sab•no Sab1no Sab1no Sabwo Sablno Sabino Sabino Sab>no Sabino Sab1no Sab•no Sah•no " Canyon ·~anyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon ~1ver 5000 4990 4980 4970 <955 4950 4949 4948 040 49)0 4925 4920 4910 4900 4990 4885 4880 4970 Sta Lef~ "n " "' '"' '" '"0 m 48.05 H.18 Culvert 100 62 lBJ _]l }5. 99 Culven 89.2 242' 99 HJ- )~ 65' 94 Culven 120 .)6 86' 06 Channel m "" "' no " ";; "'" " " " '"" " m " o;"'' '"" " ,. "" m "' 195 J!.J R19ht 269.78 208.79 199.47 116 _2 " " .H,." "' .. '"';; " " " "' <09 152 1:<9 " " "n "'" Page 29 of34 Sab1no Sab1 no sab1no Sab1no Sab1no Sab1n0 Sabino Sab1no Sab1no Sabino Sabulo Sab1no Sab1no Sab1no Sabino Satnno Sab1 no Sab1 no Sab1no Sab1no Sab1no Sab1no Sab1no Sabino Sabino Sab•no Sab1no Sabino Sab1no Sab1no Sab1no Sabtno Sabino Sabino Sabino S"b1no Sabtno Sab1no Sab>no Sabtno Sabino Sabino Sabtno Sabtno Sab1no Sabl!lO Sab1no Sab>no Sab1no sab>no Sab1no Sab1no Sab1no Sab>no Sab1no Sab1no Sabwo Sabino Satinc Sabino Sab1no Sab1no Sabino Sabino Canyon canyon Canyon Canyon C~nyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon 4S60 4855 HSO 4640 48)0 iS25 4S20 4810 4S00 4790 4780 4775 070 4765 4760 4150 4HS tHO 47]0 -<725 47<0 471C 4705.5 4701 4690 4680 4675 4670 4640 4635 HJO 4620 4610 4600 4595 4590 4580 4570 4565 4560 4550 4540 4530 4520 4515 4510 4500 4495 4490 H85 4480 4470 H60 4450 4440 HJO 4420 t410 4400 4)97 5 439~ 4390 4380 43'10 29.]] Culvert 33.29 29.29 -2 160.5 l59 68 48 05 156 03 160 08 48 26 ; 7) 48.5 Culvert 164 6 275.35 129 1 185' 19 180.71 153 ll 305 07 as 46 ua 65 OS 01 ll5 48 315 74 ll3 ll) l4S 66 172 24 125 62 43 '9 l-38 18 l. 75 18 133 .13 85' l '10. 63 <5' 79 29.76 30' 08 45' 57 )9.28 38 28 43 38 64-9 67. JS 32 89 Sl JB 6l 49 H 45 HS.4 83 .96 110 22 83.73 ll-0 34 % 78 C~lve.-t 152.22 179.1 116.92 36.'13 Culvert so. 45 24 '27 Culvert 66.79 58 _79 Culvert 54.16 147.86 72.94 Culve:rt 149' 52 82.29 Culv~rt )Jl_ 3 216.67 84.94 ;l8.B3 Culven 96 17 199 74 1S9 75 • .,, 99 1S7 13 lOB 96 ll6. 24 123.67 56-55 Culven 107 <9 <12 29 154 64 109 24 252 S6 147 56 156 78 142' 5 375.2 ]65 73 2)4 83 120.24 91.'11 47.5) Culvert 51.1 422.01 159' 8 121 '9 JOB. 04 217.6 lOS .27 26.7 3U.42 i7:1. 7 136 16 so 57 _79 07 <9 48 04 us 09 347 95 125 16 5< 81 150 79 167 76 l60 89 288 65 247 65 I n J8 375 7] 1<3 56 193 78 128 78 12S 53 253 96 141 71 157 Jl 176.67 359.22 362.91 263 <9 HJ 02 49 as 53 74 H1 1.08 101 146 252 l:? 104 197 l7l 148 1.99 144 62.2 367 85 158 J6 72 85 348 08 lJO 1S 118. 9S :26 :93 158 280 D-1 U4.JB ns os 57.4:1 49 97 48 .49 06 :11 35 19 7) 1.3 76 02 12H 6S 32 SIJMMA.RY Cf CON"l'RAC'TlON AND EXPANSION COEffiCIENTS Rlver' Reach U Reach Sabtno Sab1no Sab>no Satnno Sab1no Sab1no S;ob1no Sab>no Sab1nc Sabino Sabino Sab1no Sabtno Sab>no Sab1no Sab1no Sabino Sabl no Sab1no S~bino Sab1no Sab1no Sab> no Sabwo Sab1no Sab1no Sab1nc Sab1no Sab1110 sab>no Sab1nc Sabwo Sabtno Sab>nno Sabwo Sab1no Sab1no Sab1no Canyon Canyon C~nyon Canyon Canyon Canyon Canyon canyon Canyon Canyon Canyon Car1yon Canyon Canyon Canyon Canycn Canyon ~anyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon Canycn Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon RIVer Sta 5000 4990 4980 49'10 4955 4950 4949 49i8 4940 4930 4925 Contr Expan. ' '' Culvert CuJven ol9<0 4910 4900 4S90 4B85 4880 4870 ta60 4855 4850 4840 4830 4825 4820 4810 4800 090 4780 4775 4710 4765 4760 4750 4745 040 i7)0 4725 CuJven Culvert Culven Culven Culven 47~0 471.0 Page 30 of34 S~b1nc Canycn ~~blnc C~nycn 4705.5 '1701 S<>blno Sab1nc S•b1nc Sab1nc Sabino C~nycn H3J Canyon 46ol0 '1675 4670 4640 '1635 '1630 4620 '1610 HOO 4595 4590 S~b>nc Sab1no Sabine S~b1no SabineSatHnc:Sab1nc Sabine Sat1nc Sat1nc Sab1ne Sabine !;"aC>ne Sab1ne Sabine Sabnc Sab1nc Sab1nc Slblnc Sabine Sab>nc Sab1nc Sab1nc Sat1nc Sat:wc Sabnc Sat1nc Sab1ne S3bJnc Sat>nc Sab1nc :Oab1nc Sal, no Sab>nc Sabine f<~f1le C~ny~n Canycn Canyon Canyon Canyon Canyon Canycn C.anyon Canycn Canyvn Canyon Canycn Canyc:n Canyon Canyc·n Canyon Canyon Canycn Canyon Canyon Culvert Culvert Culvero Culvert 4~80 ;570 n Ch 0 (!t) Elev ([L) Cnt W.S 1ft) ~-G. Ele'-' lftl E G. Slope i[t/ft) l47 00 594.00 7976 07 7976 '07 7979 n 7980' 67 Pre flTe Pest f1 re 247.00 59'1 .00 7954 - ~ 8 7954 38 7956 '75 7957 77 7956 .75 7957.77 7957 ,40 7958' 65 0 .005861 0 0048)5 Pre fne 247 00 594 00 7939_ 00 7939.00 73U.9J 794) 02 79~ 1 . 93 02 7942.62 79'13. 99 0. 002993 0 003194 ~'17 7327 2l 7929.n 7n9.B4 7929 02 7929 8-1 7929.51 ;nos> 7922 70 792] 91 1n• at ~~bnc Cany<>n ~000 Sab>nc ~anycn 5000 Sab1nc Canyc;n Sabtnc. canyon 4990 4990 Sat:> no Canyon Sab>nc Canycn '1980 -!980 Post Sa~1n~ Sabwc canycn '19"10 49'0 Pn Fne Post Fne 00 594 00 7927 21 Sabine Canyon Sab>nc Canyon '1955 4955 Pre fire Post F1re 247 00 594 00 H19 90 7919 90 SaCJilC Canyon Sabwc Canyon 4950 4950 Pre F>re Pest Fl re 2'17.00 594.00 "1915 09 7915 09 Sab1nc· Canyon Sab1nc canyon 4948 '194B Sab1nc canyon Sab1nc :anycn 4940 '19'10 Sab>nC ~anyon Sabino Canyon 4930 4930 Sab1no Canyon 4925 Sab1no Canyon Sab1no Canyon tno 49£0 Sab>nc canyon S~b>nc Canyon 4910 Sab>nL· Canyon :::"ab1no canyon 4900 4900 Satwc Canyon Sab1nc Canyon 4890 4890 '~anycn W.S Fne 7921 l8 7921. 31 0' 027212 0.015888 7~4) '" Flew Ar~a lsq ftl Tcp ;hOth l!tl 7-92 76 H-40 96 21 Bl ll OB 4 .07 48 18 96 17 l8 96 55 58 3.06 .15 53 46 107 86 ""74 58 06 0 024088 0. 019549 47 ]] 100 26 52 H 76 )7 02770•. 018051 36 6). H 15 26 15 53 74 0 00087) 0 001096 86 91 195 75 62 91 83 6) 7923 tl 7917 II 7919 14 Vel Chnl lft/SI ." ?rcuOe II Chl l.Ol 0.86 0 " 0 " 0 " 0 " I. 00 " Culvert 7916 so 7918 40 7917 77 7919 76 7910 28 7911 56 7910 29 7911 56 79ll 08 7912 77 0. 025286 0 016209 7885 96 7885 96 789) 06 7895 45 7890 46 7893 26 789) 47 7896 .36 0.006128 0 009031 282 00 087 00 7884 74 7884 74 7889 27 7891 76 7889 27 7891.76 7890.75 7893 6) 0 0~40~1 0 015%3 10 H L82 00 687 00 7980 00 7980 00 7884.25 7886.08 7884 .25 7886 _oe 7985. )3 7887.61 0 0<7810 0 022492 ," Post F>re 282 00 687 00 7869 05 7969 05 787:) 12 7974 76 787] \2 7874 76 7874 09 78"16 ~8 Pre f>re Pest F1re 282 00 687 00 7860 00 7860 00 7867 49 7870 40 7863 41 786~ 57 7870 7} 0 001170 0 001503 7864 05 7B65 H 0 OH730 0. 0!2725 247 00 594 oo 79l3 45 HlJ '15 Pre Ftre POSt Fne 247 00 594 00 1907 29 7907 29 Pre F1 re POSt F>re 282 00 687 00 16 28 2'1 00 ; " 7 .68 '" '" H 78 71 H 23 .33 33 70 0 , 0 , 55 17 90 04 12 57 19 45 0.43 0.56 28 95 67 6] 9.61 22 78 33 81 69 36 15 n 22.81 l 35 61 74 36 18 70 re -1~10 Pre F> re 7867 63 SabtnC· Canyon 4885 5ablnc canyon Sa~1ne Canyon '1880 4880 P,-e fiH F1 re 282 00 687 00 7859 27 7959 27 7863 48 78H 786} 48 7864 27 Sa~1nc: Canyon Sab>nc canyon '1870 4870 Pre F>re P~st Fne 282 00 687 00 7851 00 7851 00 7905 49 7857 ,~ 7855 49 7857 39 Sabine Canyon Sat1nc Canyon 4860 4860 Pre F>re Pcst F1re 282 00 6 ~~ 0 0 784! OD 784 '. 00 7851 ]8 7853 :19 ~845 30 08 7851 48 "185} 67 0 000795 0.001870 'H 9 9! '" 4.63 o: 00 0.22 "' Culvert Pest ~948 o Ol4n7 0 01465~ Culvert Sabtnc· canyon Sab>nc canyon 4850 4850 Pre F>re Post f>re ~a< oo 687 00 7841, 00 7941 oo 7845 2< 78'17.46 7815 22 7'in ;6 7846 55 7848 88 033247 025097 Sabine- Canyon Sab;nc canyon 48'10 4840 Fre F>re Post F>re 282 00 687 00 7826 07 78L6 07 7029-ll 78}0 _I~ 7829 ll 7830 19 '8<9 89 7 ~J 1 . 35 0 016446 012948 Sab1nc canyon Sab1nc canyon '1830 4830 Pre F>re Post F>re :<82 00 607 00 7815 02 7915 02 7H£l 78:8 94 7820 69 78:ll H '782'1. 98 0 00:<159 0.000267 27 78<'1 85 Page 31 of34 ," " " . o; 9' 2' ]Q 41 '" 11 a: Q_ 0 12 '' 0.]0 ll 40 54 ~5 24 86 .22 4'1 '" '" 87 75 294 67 32 54 67 9'1 0 " 0 13 Sab1no Canyon ~825 sab>no Canycm Sabino c~r.ycm ~e:o 4820 sab>no Canyon Sabino Canyon 4810 sab>no canyon Sab1no canycn Culvert ?re ' ' re ~L·llt f> re :/82 00 <:67 00 he F•n• P<:st F>re 28:; 00 697 00 7EO! 7801 4800 4800 sabtno canyon sab>no canyon 4790 ~97 n~a Sab>no Canyon sab1no c~ny~·n 4 780 4780 787 ~810 7815 4l 7816 98 7815 41 7816 98 .r: 7804 99 7806 64 7804 99 7606 64 <8< 00 687 00 7784 09 7784 09 7787 BO 7788 52 7787 BO 7788 52 7788 ~9 7789 46 oo 781 GO 7777 01 7177 01 7780 50 7781 64 7780 so 7781 6'1 7781 13 7762 48 ~97 1706 43 7~H.4} 7770 98 777<.69 7769 14 7770.83 297 00 n7 oo 7702 16 7"16:; :6 7755.40 7"166 2J <9~ 7~54 00 oo ll 0~0963 7.64 ' n 36 91 74 62 0. 99 1.00 un 26 52 0.015192 0 016876 5. 7l 7.]) 51 .66 89 L7 50 84 54 11 0.020042 6' 40 7. 09 46 .69 107 .J7 ]7. 77 0 .. 0' 013626 68 99 o. 80 7771 17 7773 .17 0 002H9 0' 004501 3.52 84 26 5' so 14] .41 27 45 47 00 0 .]5 0' 48 7765 .'10 7766. 2J "7765 87 776'1 0~ 0.006489 0.006299 54 81 1;1. 78 57.]] 78' 63 7757 87 7759 82 7757.87 7759.82 7758 78 7760 89 0.010307 o. 01nn 9t 77'14 71 774.2 94 7744 7l 774> 88 7746 13 0. 0207)0 0 .020)98 '' "u "" 77}0 73 77 ]7 95 77]9 48 77]) 99 7736 08 77)8 7739 07 80 0 000914 0. 002021 7729 :!2 7729 :!2 773J 04 77H 04 7734 04 773:! '18 7735 7"1<6 ~· 773:! 22 7734 10 7729 ~0 77JO 93 77)) 4770 4770 4 770 Sab>no cany,_r. Sabino canycn 47b5 -!705 sal,nc canyon Sab>no Canyo~ 4760 4760 Fa fae Fest fl re ::97 00 7A1 00 T:OO ;>] sabono Canyon sab>no canycn 4 oso Pre Fne Pest r, re 297 .00 787 00 "1"1]0 7"! Sab1no Canyon -!045 sab1no Canyon Sab>nc Canyon 47'10 4"'40 Fre Fire Sab>nc· Canycn sab>no canyc·n 47:>0 4730 F:e Fne PSO 0.025507 0.021436 35 70 72 91 Sab1no canyon 00 787 00 32 lO 0 7' 90 9.t2 sab>no canyon Sab>no canyon Fre F>re PLSt FlU 8~6 7818 31 7754 )1 7740.<3 774~ 020220 :n ' 00 1.00 0 " 0 " 38 74 95 90 .71 45 .50 38 20 82 19 20 66 29 22 ' "' 106 14 162 68 27 31 73 12 o.n 0.009544 0 021081 5.34 55.59 89.55 JO 02 ]6 11 0.69 l. 01 0 000185 0 000550 l. 22 2.28 244 26 })6.60 100 82 110 36 0 " 0.000950 0.002460 2.18 3. 99 137 95 207 54 55 31 94 02 0 " 92 22 108 89 7. 78 '" 4.69 '" 0.86 '' ""' Q.22 Culv~rt <97 00 787 00 k$t flle <97 00 787 00 Pest f> '" """ 52 n 25 7734 19 '" o. 19 Culvert 77:26 01 7726 01 77]0 90 7731 91 he f>re F~·st F1 r t 77:<4 86 7724 86 7C]O 7731 86 7730 94 77}2 03 0 000657 0. 001288 '3.27" 149 76 249 53 4701 fre F>ro 7724 01 Pest F>re 7724 )1 7727 39 7729 01 77~8 89 7729 79 0.016049 0 008827 9. 6l ~701 7' 28 30.21 112.36 Sab1nc Canyon Sabino Canyon H90 4690 Pre F> re <97 00 ;f7 00 7720 19 77:<0 19 7723.25 7725 .OJ 772].~5 7724 10 7725.87 0 020908 0.011822 sab>no canyon Sab>no Canyon HBO '16HO Fr. F1 re ~99 00 883 00 7713 771} n 7719.69 77LQ .'19 7018 59 7719 96 Sabino canyon Sabino canyon '1670 4670 <99 00 E63 00 7713 69 09 7718 -10 7719.24 771.8.40 7719.24 7718.86 7719 86 011302 010855 Sab>no CanyG·n Sab>no Canyon H•O 4640 37 7712 89 7707 60 7709 .98 7711 '15 7"1 •• 3.18 0 000779 sab>nc canyon 4615 sab>no canyon Sab>no canyon 46lO 4630 sabnt;,. canyvn sabtno canyon '1620 '1620 sab>no canyon sab>no canyon ~610 47LO Pre f> re 4720 Pest ' ' re Sablnc CanyGn Sab>no canycn 4710 aab>no Canyon 4705 5 sat""" canyon sab>no canyon Sabino Canyon sab•no canyon '1~10 Pc~t ~~7 00 767 00 f!H fest C1re he F1 FC·St :;:99 00 88] 00 r~ fl 771) 8) re 01 7711 7725 OJ 002~63 1 '00 0.66 4o n 7.57 106 .lJ 60 23 0' 78 117' 75 201.54 85 Jt 12) 67 0.34 0.53 'I' 65 5. 69 57.26 H1 .06 73 70 124 H '" 4 '54 lll.40 239.04 48 62 91 89 0 '" O.H 5' 25 6. 52 53 83 127 ]9 58 94 76 59 0 " OH 6l 15 142 03 128 96 0 " Q. 89 85 82 16'1 .65 105 7] 112 36 0' 59 }60. 75 ta7. 94 Jl8 8'1 1]1 27 0 "' 0.15 eo 0. 99 l l 97 '"" 0 " 0 " Culven <99 00 &83 co 7701 78 7701 76 770J 66 7704 7] 710} 66 770'1 7] 7704 .20 7705 60 0 .018971 0 OlJ2H 299 08 883 00 7E88 44 H88 44 7689 62 76 90 Jl 7669 62 7690 JJ 7689 97 7690 9'1 018985 :;99 00 88) 00 7678 15 7678 lS '1679.'15 7680 IB 7679 45 7680 16 7679 86 7680 89 0 005599 0 008;46 2.47 4610 Fre F> re Post F>re sab>no canyon sab>no canyon t600 4600 Pre Fl re Post Fl tE <99 00 88:> 00 7673 49 767] 49 7678 48 7679 50 76"16 87 7677 7678 50 7679 56 0 000076 0003]2 0 ., so Sabino canyon 4595 sab>no canyon sab>no canyon t590 4590 Pre F1 re rose F•re 883 <99 00 00 7671.67 7671 87 7674 93 7676 46 7674 '9] 7676.'16 7676 7676 70 0. 020354 0 .OOJ145 '" )1 52 231 sa 65. 91.28 Sab111o canyon Sabcno canyon 4580 '1580 Pre FlH Pest Fae ::>99 00 68} 00 7H5 00 7665 00 766£ 26 7667 19 'JEH.26 7667' 19 7666 69 7666 07 0 02107] 0. 0123;'1 5.16 56 95 127 82 eo 5o sab1no canyon sab>nc canyon 4570 '15-,o p,e Fne re .l99 00 88; 00 7655 00 7055' co 7606 .20 7657.07 7656 20 1657.07 7656 Post 0 017922 0 014]67 52 25 1<9.36 5< JB 99 as Sabino canyo" Sab>no canyon '1565 4565 Pre F> re Feat F: re 299 00 88} 00 76-1:! .61 764} lil 7646 0 1618 ]1 7646 63 7647.42 7648 ll 76~9.54 0. 0165:J3 0' 014]25 Sabino canyon Sab>no canyon 4560 '1560 JEt JO 00 /6:)0 50 7630 00 76i4 26 763b 15 7635 22 7637 12 0.015652 a.n6510 sab>no cany<;·n sab>nc can}'no canyon '1540 4540 Pre Fl to Pest FuE 160 00 1030 00 7tH;;, 'EH.:l4 761'1 a• 7621 67 7619 84 7621 67 sat>>no canyon sab>no canyon 45)0 4SJO J66 00 1030 CO 7EOQ.H 4f 7607 85 7609 95 Sabine Canyon sab>no canyon 3Ct 00 '520 75 ,. :; ~ 759.2 :iS 7599. OE 7602 <• sab>nc canycn 4515 Sab1no can}'re Pest fHe o::o ~H JOJO 00 "0 7~00 -.34 .26 n 70 7657 81 0~4]06 49} 00 1'146 ao I. 95 J. 96 '" 5. 72 6.51 "" " n ~6 97 41 .20 24 80 ]7 00 0 012i72 OlJSH "' 98 16'1 ~5 54 70 92 05 "'620 74 7623 05 a .o1s5:1o 48 04 7t07 65 7609 95 7606 90 7611 'il 0 02;596 0 02)887 7595 <1 7596 54 7599 re Sab1no canyon Sabino canyon 4430 4430 Pre ' " " Post Fore 1446 00 Sabwo canyDn Sab,no canyon 44:10 H:OO Sabino canyon Sab•no canyon 4410 4410 Pre Fne Sabine Canyon Sab1no Canycn 4400 4400 Post 75~4 '3 7596 37 7600 71 0 019140 0 023893 10 26 12 6• 48 05 1!4 36 14-71 23.28 1.00 l.Ol 4J 7533 98 0 014691. 011069 ' '" 9.69 59 .tS 186 63 30.46 78.03 0.97 0. 78 7589 35 7590 57 0.016100 0 01)171 8 .so 9.59 56 00 155 40 lJ. 76 l.Ol 0.83 04 7576 )7 757") 75 7579 23 0 024801 0 012>31 9.28 10 13 53 13 ISO 66 '' "" ', " % 00 154 .19 :n J1 56 04 1.00 0.84 66 1.7 150 74 4~ 82 St 18 0. 78 0. 73 55 07 169 46 22 18 67 SJ 1.00 0. 75 60 91 156.72 30 66 64 ]0 1.01 0.67 58-66 139.16 27 OS 4l 56 ' 00 1.00 59.77 HI 62 :18 95 44 JS 1.01 1.01 7098 "" 79 7569 iS 7547 eo 757~ 75 7Sil7 15 75a9 21 755< eo 7555 15 755< 60 7SSS 15 755] so 7556 52 Ol93H 0137!4 7540.7< 7540 , . 7542 ]4 ~541 61 >SO 92 0 011912 0 OlOJll 7529 14 7532 14 020174 011072 7042 _:;4 15::s _oo 7528 00 75,0 'J7 75)0 97 751< <9 751< <~ 7~H -;SJ& 09 '516 04 7518 09 49} 00 1440 00 7494 44 7498 79 7501 l ~ 7498 79 7501 lJ oo 74a0 _;.; 7480 ]6 49} 7494 H ~l 24 493 00 1446 00 7467 80 7467 ·~ "471 ' l 747:! -;o 7471 6! 747) 70 493 00 1HE 00 7461 89 7461 A9 7400 08 Post F1 re 74H " 7466 08 7468 3) Pre F>re Post Fire 49] 00 lH6 00 7455 09 7405 09 HU 9< 74H re Post fln! 493 00 lH6 00 -;45- H 7457_06 7459 81 740' oe 7409 ""' 7159_ 97 7Hl <8 0.012086 0.011100 Sab1no canyon Sabino Canyon 4380 4380 Pre Fire Post fne 493 00 HH 00 7441 e-; 7HS 7441 f7 7416 11 7448 67 Sab1no canyon Sabino canyon ;370 4370 Pre F1 re Post Fire 1%9 00 74]8 74]8 o: R~ach '" 10 39 L01 0.82 0 010995 0.00%57 Sab1no canyon Pro!ile Output Table . .' "" 57_ JO fne Pr~ 684 00 -,ns H~J oo co n <; '1447 l4 7445 -;442 }0 7444 49 '1H2 26 'H4 49 7447 !4 45 03 166 90 ' 00 0 " 8.63 55 02 183 01 29.% 71 20 0.015578 0 OH037 7.61 10.17 64 97 157 _72 sa n 0 .01502] 0 OH994 10 .H " 84 15 196.63 39 57 6] 86 ' 38 47 0.98 0 " Culvert Only Profll~ E.G US JC E.G. E G OC M1n E1 We>r Flow Q Culv Group 0 Weir Delta liS Ids I ids) 1ft) Culv Vel US Culv Uel DS I ltl '" It ~Is I Sab1no canyon 4949 12 .JJ 12 ]} Sab1no c~nyon 4949 11.]7 11 37 Sabwo Canyon 4~4~ 11.4~ 11 49 SabinO canyon 49i9 10 6} 10 61 SabJ-rlO canyG·n 4925 10' 98 10 9~ Sabino Canyon 4%5 ll SO ll.50 Sab1no Canyon 4885 ll91 ll~l Sab:~,no Canyon 4885 H _sa 14 99 Sat>1no canyon 4855 14 :;:a u <9 Sabwo canyon 4BS5 H n 14 . .<1 CULVE~H1 79<1 ';0 CULUERT~2 7921 50 CULVE~T~< so 789, 4-; PC5L fire 7A9E CULVERHI Post 7870 H 7870 40 7851 49 7851 18 I fire CULVERTU 36 ~1 Culv~rc ~l Sab1no Canyon 4745 11.17 1J.95 Sat>lno canyon 4H5 H.Oe H 0& CULVERTU Sab"iO 8.13 Sab1nc a.79 Sab1no 8 01 Sab1no 8 68 CULVERT#! ctJLVERT~l Fos~ 17 7739 80 77}3 I CULVERTJl CULVERTU 7730 H PoSL Fne 77}0 87 '" 7920 i l ])]9 479 36 3. 91 " 77 59 204 41 605 73 7807 63 7666 37 229 l4 52 86 7866 37 286 J6 400 64 7849 93 201 84 7849 93 200 88 '1870 74 "'853 67 nn 80 7731 H CULVERT~< 479 36 Sl 27 '1-,]9 H 7"4 10 81 25 7890 lJ 7770 98 :s 7734.!9 137 17 7920 41 7890 J3 ' ' l l ce CULVERT•:< 137 17 7896 J6 Pre F1 re C:Jt.VEiiT~1 CULVERT~ 7771 35 71 78% 31 F1 re Pre Fire 97 18 79<< 51 7853 H CULVERH1 7920.41 7720 41 79:11 00 )1 He F1re CULVERT~ Culvert ~-~"' r~ C:.JLVERTU Sab1nc Canyon 4715 77 e 77 Sab1no Canyon 4?75 9 £1 9 61 Sab>no Canyon 4705 10 '78 1 ~' 78 Sabino Canyon 4705.5 Pc"t F1 '"'" CULVERTU Canyon 47:05 8.13 Canyon 4725 an Canyon 47~5 8.01 Canyon 025 8 '68 7921 CULVERHI Sab1no Canyon 4825 9.92 18.6) SabinO Canyon 48~5 lJ .75 J,!_ 75 a 79:1 61 782) 26 282 00 7923 26 518 53 so 16 168 47 7769 40 13., 70 159 30 7769 40 150 96 636 .0'1 7737 OJ ns ao 7737 Ol 284 68 7732 07 51 07 32 183 80 6< 13 18) 80 50_)2 675 773! '11 7732 07 61 38 6"l5 JO 77}0' 99 77)0 01 152 41 1H.59 7730 01 140.67 b46 )] 7732 OJ ~-9~ Page 33 of34 6. 47 71 20 50:1 7732 07 7734 18 'u 31! 60 77l2 07 77]1 60 I ft/sl 30 '" Sab1no canyon 4675 8_0) 8' 03 Sab>no Canyon 4675 8.60 9.60 CULVERnl '" CULVERTU ~ost Sabino canyon ~~- 97 Sabino canyon CULVERTU '" COLVERTU Post Fne " , 4635 " ," " 4035 Sab•no Canyon 4595 8. 90 13.09 Sabu1o Canyon 4595 10.10 10. 10 Sabino canyon 4515 7.82 7.82 Sab1no Carlyon '15:5 ; 7.81 Sab1 rlO Canyon 45l5 1 _a9 Sablno Canyon 4515 j_ 79 1. 79 , " "" Sabirlo C:re 7SH i'>re F>re CULVERT~! "" Post Fne CULVER Til "' " '" 7720 nn 7713 7679 "' .." 7712 7678 " 7£02 740;_ " 7401 "" Post fne f'1re 7465 " 7678 7597 7602 CUL'IERT.l ," 7597 Pest fne CULVERnl 7678 ,. C\llvert 746'1 " " " " " 7711 7"120 7713 ,. 7602 7"119 n 7SH 760< " " 77ll 7599 Fore ; .. 7711 , Pest " " " " 7679 CULVERTH 439') ; 4}9') 7719 ;no 1"1re CULVERnl Culvert " '" rue 7679 " '' 7679 7599 7599 " 7716 " 7719 " " " " " 7709 .." 7709 7677 7677 7597 7597 " " " " " " " " " " 7594 n 7602 7~94 7602 n 7597 746:2 " " 7459 " 7'159 " 7H2 7465 " " " Page 34 of 34 H65 7597 '" " "" " co Hl .. :no.e1 B52 " '" " <0"1 3S 780 "" "" :215 n 'l ~ " " ' H '" ' n .H "' " " neers Hydrologlc Snffver Reach Reach Reach Reach Reach Reach Reach lcfSI "" "" "" " Reach Sabtno Sablno Sab1no Sabtno Sab>no Sabltlc Sabl no , Canyon Canyon canyon Canyon Canyon Canyon Canyon "" sooo Kyd~au:.lcS\~EC·RAS\SABINO Fae 4930 4790 4690 4560 -1510 4370 CANYON Cl<~E~ fQ) Post F>re ll) m m "' m "' '" m ... "' '"' :&6 m 1076 soundaq CondltlO!lS R1ver Reach Reach "" Upstream Reach ~~oflle Sabl '"" Canyon Sab1n0 Canyon Pre-F1 re Downstream s • ~ 01060 Normal S • 0 Ol56S Nc~mal ~ost-F>re GEOMETRY DATA Geometry T:tle· Clnc ~anyon RS' 5000 INPUT Descr>ptlc·n Scatlon El~var1on Daca Elev Elev 0 BOJO 902S 19 .i9 BOOS 59' 9) 9000 7990 ~6 -~· 7~92 .99 Hi. :l0l.25 7985 :<06 .54 7980 BOOS ;so."' 8oo• _s;: '" Manmng• s n 'Ia lues " "'" " "' " "'" "" n"" " "' '" "" 22-1. EC~v ""'' " "' '" ""'' " 8020 "995 H76 7990 8010 JLl Uev BOl.S 79~0 1980 799S 8015 Ota Elev n BOlO .6i 7985 190-91 799;' 267-78 9000 )37' 7 6020 '"ee " Page I of 34 CRE<:K g02 CANYON CREEK_ gOL St~ n Val 013 0 Bank St~· Left 1.42.41 Sta H2.4l Rlght H9 .59 V~l n Sta 169.59 .045 Length$ n Val 055 Left Channel 180_2} ~s~.32 Rlgt.t 289.7S Cce!f Contr. ' ~pan ' SE~ICN CROSS RIVER' Reach U REACH, Sablno Canyon WPIJ'l' Oescnptlon Star>on Elevat1on Sta Elev 0 8010 so _ss 7985 100 .)2 79£0 7'155 79'10 235.72 )32- 88 7990 RSo 4990 '" Mannu1g' s n ·values Sta n Val Sta Elev 2G_ 5 8000 70- "'6 7975 120 ) 7957 H 183 5:< 7960 279 )4 7960 Sta 30 67 80 29 H7 1:2 ~:t5 J3 302 17 Uev 7995 7970 7955 7965 7985 Sta Elev 40. 7] 7190 90 03 7%5 ISS 89 7954 .lB 2Jo 92 7967 n 307 56 7~86 -12 n~m· Sta 'l~l n H? 12 0 Bank sn, Left H7 12 " Data Sta Elev 10.25 8005 7980 00-93 102.86 7958.87 168.81 79S7.19 259.52 7975 37:/.n 7995 R>ght 159 "" :s9 0 ~eft Lengths 259.71 n Val 0 Channel <54.38 R1ght 20S.7S Ccett Contr Ex pan ' CROSS SECTION RIVER Reach #I REACH· Sabl no Canyon INPUT Oescrlptwno Stat>cn Eleva<:lon Sta E:ev 10.99 7990 74 .39 7965 7945 1]5' 21 177 _l 7940 7955 258' 14 7975 299' 74 Data E:tev 7980 101 0:< 7955 l63 34 7940.24 210 17 7941 62 "" Mann>ng's n Values Sta n Val St~ 10 H o n:; 75 Bank Sta· Left 172.75 num~ Elev <3.56 7985 87_) 7960 148.27 79t2.8S 20:; as 79t:< 73 161 59 7955.16 H'l :9 7980 Rlght n Val o Lengths 177 1 ;non 7%o )29 81 7985 St~ n Val o n;. 1 Left Channel 195 7'1 195.1< 48' 9 :H 26 l72 214 280 3}3 75 64 ll 62 Rlght 199.'17 Elev 7975 7950 7940 7945 7965 7986 12 E:tev 7970 6l.61 120.99 7947 4) 175 79)9 n9.73 -;gso 289.44 ~970 )58- 82 7990 "" Coef! Contr CROSS SECTION RlVER Reach ~~ REACII· Sabwc Canyon Ex pan ' RS, 4970 IN~UT Descr>ptton Statlon l:levatlcn Data Sta ~lev Sta 0 1990 8.68 )9.22 7965 47-07 112.04 7940 1n.18 :i:J9.l 195 JJ 1ns -<" 216.9 7945 282-9 309.H 7970 }:22 '98 Mann>ng•s n Values Sta n Val Sta 0 OU J58.H Bank Sta, Left 156.}'1 R1ght 195.lJ num~ !:lev 798~ 7%0 7935 7930 7950 7975 n Val .04S " sr.~ 36 87 39 Elev 7980 7955 69 79:!0.6 7955 7980 Sta 195.13 n Val 055 16 S7 ton, Stat wn ~levat lOn Oat a Sta Elev Sta Elev 0 7965 1 74 7960 52 0'1 7940 61 69 19]5 101 18 '925 112.8 7920 181 02 7925 18~.2 7925.1] 213 19 7945 249.0' 7950 Mannlng·~ Sta n Values n Val o Ban~ Sta on Left 101 18 Soenc :!.1 Upstream D<'ck/Ro~dway Coordinaces ' Sta H1 Cord Lc Cord 78_6) 7920.4 sea ll1 Cord Lo Cord 114 Sta HI C~r1 Lo Cord 150 7920.4 7920 4 Upstream 8ndge Cross Secnon Data Station Elevauon Data numSta Elev Sta nev Sta n .. v 0 7965 9' 02 7960 18.62 '1955 6'1- 38 79)0 40 22 7940 55.38 7935 104 24 7920.78 lOS. 78 7920 10'1.63 79;5_2:< 126 l) 79:<0 127.89 7920.63 1B2 08 7923.2~ <12 OJ 7935 244 8 7940 238-83 79'15 2BJ 81 7960 " i'lannlllg's n Values Sta n V~l Sta 0 Oll 105-78 sank Sta, Left ~lght 105 '18 126 .l:l lneffect,ve Flow S~a ~ Sta R Elev 0 106.1 792J.5 120.& 283 81 7921.5 Downst:-earn D<'ck/Roadway ' Sta H1 Cord Lo Cord 93 93 7918.91 Downstream Bndge Statlon £l~v~tlon Sta Elev a 7910 4:/_)6 7945 85.58 7920 1]0 48 7913 45 197. '19 792l :)6 250.34 7945 n val 045 St~ 126 l3 37 81 119 199 26< Sta 05 Elev 7945 :n 7920.95 6~ 43 BJ 79!5.16 '1930 7955 n Val 05~ Coetf Contr E~pan ' ' PermanenL Coord1n~tes Sta H1 Cord LC Cord lll 79Ie.91 Cro99 S~ctlon Data Data num. JO Sta nev Sta Elev 1 sJ 7965 J6 " 7960 51.07 '1940 60 01. 7935 87.95 791.8_59 IH 77 791.8 95 1l3.t7 791J.52 134 ]8 7915 7930 195.75 79:<5 20"l 8t 267 17 7950 287 as 7955 Mann>ng's n V~lues St~ n val Sta 0 .013 116.77 num. n Val llank Sta, Left tJ6_77 CC>e[f Cc-ntr R>ght Hl.93 Sta E:ev 27_88 7950 73 76 7925 l.l4 55 7915' 09 196 69 79~5 252 '79 7950 "' "' HJ 93 ' St~ Hi cord Lo Cord 158.35 7918.81 ~ta Elev :<5.H 7955 bB.77 7930 1<6 78 7915 HJ 93 "1919.!6 220 19 7935 306 95 79(,0 ]] 77 128 16< 234 326 Elev Sta 74 7950 '19:<5 OJ 7911.55 5~ 7920 38 7940 64 7965 22 n val "" ' Ex pan Upstream Embankment ude slope 0 horn ::c I 0 vere>c3l Downstream Embankment side s:cpe 0 hora. co; l 0 vert1ca: Maumum allowab:e submergence for "en t:.ow • EleVatiOn at wh>ch .. e.r !lo" beg1ns Energy head used 1n sp1llway des1gr. Spillway h<'!gh~ '--'sed 1n deugn loi~>r crest shape - sroad Crested " ~umber of Culverts • CuLven >lame Shape Rue Span CULVERHl C1rcular FHWA Chan • 2 COrrugac~d 1-letal P1pe Culven Ffl\oiA Scale ~ Headwall Soluuon CrHena • Highest U S EG Culvert Upscrm D1st Lengch Too: n Bouom n 4.5 20 .02'1 024 Upscreaon- 7915-42 Depth lllo,;Xed 0 En~rance Dep~h E!lcc~ed Entrance Less Coef 5 Loss Coef 5 Ex1t Loss Coef l Culven Nam<' CULVERT~2 Downstream Elevation • 0 Exlt 'l9ll.B 131 93 CROSS SECTION RIVER. React> tl RUICH· Salllnc Canyon Page 3 of 34 Less Coef 1 !NPtrr oescript>On· XSEC Downstream of CUlvert • H Statlon ~levauon Data numJO Sta Elev Sta Elev Sta Elev 4~ 85 l30 187 250 o 7970 36 7945 58 7920 48 7913.45 79 7921 36 Jt 7945 MannHlg' a n Values Sta n Val 0 !!an~ H_4 ;na 60 01 7~35 116.77 7918.95 134.39 7915 207 _ 84 7930 287 .OS 7955 83 7965 51 07 7940 S7 95 7918.59 l ) ] 47 79:3.52 JSS 75 7925 267 17 7950 Oil Sta numn Val Sta n Val ll6.77 .045 143.93 055 Sta: I.eft Rl<:Jht 116.77 ttJ.n I.engths· Left Channel 100.62 Sta E:ev 34 7955 77 79)0 78 7915 9) 7919 16 19 HJS l06 .95 7960 25 68 126 14] 220 1119ht 8: 56 93.02 Sta £lev ]] '74 7~50 77.22 7925 128.03 7913 55 :62.55 7920 234.38 H40 326.64 7965 Coe:f Ccntr E:xpan. ; ::ROSS SECT!ON II!VER Reach U !IEAC!i, Sab1no Canyon INPUT oescnpt1on · StatlOn E:evatum Sta Elev 0 7990 39 _]9 7965 75.92 "1940 U7 .47 7915 181 71 7910 277. Bl 7HS 364 .)9 7960 RS: 4940 Data "' Mannlng• s n Values Sta n val o num• £lev ""' 12 _)7 7985 46,02 7960 B4 .24 7935 liB :lS 7914.55 204 99 7915 293 54 7HO 382 07 7965 on n Sta n Val Ha n val 160.69 045 181.71 .ass sank Sta, I.eft R19ht 160.69 181.71 I.engths- Left channel 183.11 '" El~v 7980 19 46 S< 67 7955 s6 79Jo 144 77 7914.55 226 01 ;no 307 26 7945 200.<9 Elev "' ·~ 2 77 321.97 7975 7950 7925 7910 7925 7950 R>ght Ccet! Conn 26.13 59.87 100.84 160.69 206.49 Reach ~1 REACH: Sab1no Canyon INPUT oe.scrJptlon, XSEC SBt>on Elevauon Sta Elev 7990 38.84 7965 n .2a 7940 109 .6) 7915 153.35 7899 17 168.16 7886 01 2:lB.l9 7905 321. n 79JO RS: 4910 IJpstream of Culvert ~ 17 Data :~um• 40 Sta Elev Sta 10 2 7985 45.12 7960 H.Bl 7915 ll-6.66 7910 175_42 7895 188.4 7891.05 246 25 7910 HO.H 7935 Mann1ng•s n Values Sta n Val 0 0 sta n Val Sta n Val 0 H0.92 0 Rlght 175.4.2 H0-82 rneffectlVe no"' Sta I. Sta R 0 189.85 178 85 378.66 Elev 19 _J8 7980 Sl.Sl 7955 87_]) 7930 125-8 7905 178 77 7891.05 190 82 7995 26] 87 7915 349.09 79)7.27 175.4< l.~ft Bank Sta Expan ' CROSS SECTION RIVER Elev 32 B2 7970 67.61 7945 109 11 ;no 'l69 'H 7907.29 260 28 7910 ]41 81 7955 Lengths I.eh Channel 35 99 31.3 Sta E~ev 25 92 7975 58.31 7950 94 .86 7925 lJJ.% 7900 179.5 7886.0: 20] 47 7898.35 2s1 B4 ;no 367' 86 7937-89 R1ght g:~v JDo sc ;ns 7940 ' Permanent Elev 378.66 Coe!t Contr J7.79 num7~86 Sta 32 '35 7970 64 86 7945 102.) '1920 136 06 7898 7) 184 -1< 7885 30 20} 9< 7900 Ex pan_ ' • ]4 • 7896_)~ CUI. VERT !I!VER RE'J\CH Reach tl Sab1no Canyon RS: tns INPUT oescnptlon: Cu:vert ~17 Guthne Road O>~t~nce !rom Ups<-ream xs • oeck/Roadway lr Coeff1c1ent J.l Upstream Decl nates s- • no; H1 ' Corel I.e Cord .27891.757 Sta !11 Cord I.o Upstream Sndge Cress Sect >On Data stauon Elevat1~n Daca num• Sta Elev Sta gJev 10-~ 0 7990 38.94 7965 72.28 7>'10 l-09. 6] 1915 153 lS 7899.17 198 16 7896. OJ 228 )9 7905 321 17 7930 45 32 79 3) 116. 6E 175' 42 188 4 .146 25 ]40. H Manmng-'s n Values Sea n Va-l. 0 0 sank Sta Sta 175 '2 I.eft 1119ht 175' 4.:0 190_ 8< rneftecuve f"low St~ L Sta II 0 l89.85 Downstream 178.85 J78 66 7985 7960 79)5 7910 7995 7891. OS 7910 7935 n•_,m. n val 0 Sta H1 Co 79:05 378 6& 7940 n Val 0 Expan. ; nurn. El~V 78~6 H 7886_]~ Permanenc • Deck/llcadway Coctdlnates ' Page 4 of 34 ·~··-~- !7'.7778~0.107 ····-~- 195.:277989.607 -··~~~- 192.777590.107 Downstream llndge Cross Sectlon D~~a Statlon Elevation Sta 0 39.68 76.34 Elev 7985 7960 7935 tts.sg num- 39 Sta Elev 9.1.7 7980 45.98 7955 84.57 7930 121 Js ;gas 179-l:l 7899.65 189.12 7889.47 272 11 ;ns 354.74 7937.2'1 ;no ISS 84 7995 U8% 7884.78 255.89 7910 lt4.75 7935 Mar.n>ng' s n Dat~ Value~ Sta Elev H 69 7975 52.8 7950 92.6 79:25 13LH 19oo 179.61 7997.67 200.69 7695 aa.67 Ht CROSS SECT!CN RIVER· Reach U REACH Sab1 no Canyon RS, 4920 rN~IJ'l" OescrlpLlnn, XSEC St~t1on Uevat1on Sta Elev 0 7985 J8.G8 7960 76.H 7935 115.59 7910 158 84 7895 188.56 788-1.78 255.89 79l0 H4.75 7935 Oc"nstream of Culvert # 17 D~ta 39 Sta ~lev Sta Elev 9 l7 7980 16 69 7975 -1s sa 7955 s2.8 7950 84 57 79)0 92.6 7925 1n Js 79C-' 111 14 7900 179.61 7887.67 1H n 7889.o 200.69 7995 189 12 7689.i1 27< 71 7915 288.67 7920 )54 74 79]7.24 380.58 79)7.21 Mann1ng's n Values Sta n Val Sta 0 0 179.13 sank Sta' Left ~ 1 ght 179,1] 189.12 Ineffectlve Flow Sta L Sta R El"'v 0 171.04 7884 69 :lOO 389.75 7884.69 n Val 0 Sta 189.12 Lengths, Sta nev 24.03 7970 59.7 7945 100.29 7920 137.2 7S96.Ll l.Sl 31 7884. S 218 '76 7900 ~05 6 792 5 389.75 7940 Sta Elev 3l 4) 7965 68 04 7940 107.92 7915 155.49 7895.55 185' 55 7684 74 2:)7.9 7905 324 29 79.!0 n Val 0 Left Channel 89 2 95.09 R1ght 89 24 coeff Cc•ntr Ex pan. ' ' Sta <8 12 7: 7:l 112- 7l 16'.98 26-J.68 152.05 Elev 7955 7930 7905 7890 7905 7930 Permanent F CROSS SECTION RIVE~' Reach U REACH' Sab1no Canyon INPIJ'l" oescnption Stauon Elevaoon Sta Elev 0 7975 35.14 7950 80.21 7925 12l. 86 7900 19J.l3 7880 280.52 7910 369 _} '935 Data Sta 07 44 47 88 56 130 79 205 48 JOO n 386 54 Mannwg·s n Values Sta n Val Sta 0 167 98 sank Sta Let:: 167.98 R1ght <05.48 num• E1ev H70 7945 1no 7895 7890 7915 7940 n Val 0 54 08 96.05 136 8 223 02 1!8 _;u E!ev 7965 7940 7915 7891.8 7895 7920 Sta 205.48 n Val 0 Lengths, Left 242.99 Ch~nne1 229.;' '~ 13 EleV 7960 7935 7910 162' 5 7890 92 241 l-8 7900 lJ5 _53 7925 ghr :152.08 77 1!9 198 264 87 7300 95 7877.J.< 51 7869.05 :l9 7890 li.). 7] 7915 :l9:l.J8 7940 Cc<'ff Contr. ' gxpan. ' S~C'TION RIVER· Reach ~~ REACH Sabl:"JU Canyon INFUT Descr>ptlcn, XSEC Stauon Elevaucn Std Elev 0 7955 29-BE 7935 69 89 79J.o 126 76 7885 l"lE 85 7867 2::9 26 7860.15 L87 28 7885 )49 16 7910 409.76 79:!5 .n RS 4890 llpscream cf Culvert ~ L8 Data 42 Sta EJev Sta Elev 8.0) 7950 15.42 7945 37.6 7~30 -15.-18 7925 eo 79os 91.69 7900 7880 131 22 7S82-~5 139.5 <08.12 7667.08 2],8' 11 7864 '82 :2 R1gl!t 5!.7:2 Coe!f Contr ' rne!!~Ctlve P~rm.onent CULVERT Reach ~1 RIVEP RE'.J\CH: Sablno Canyon RS: 4885 INPUT Descnptlc.n. Culven ~18 Dlstance tram Upstream Declc/ROadway W1dth 17 ~e>r Coefflclent 2 6 Upstr-eam Deck/Roadway Coor-d1nares num:l Sta H1 Cor-d Lo Ccrd Sta H1 Cord LO Cord 0 7871 07 229 7866.51 xs Upstream Bndge crwss Sectlon Data S::auon elev.Ot:lon Dara Sta Elev Sea Elev Sta Elev 15.-12 7945 o 79ss 8.03 n5o 45 48 7925 29 86 7935 37 0 79:l0 69-89 79:o so 7905 91 '69 7900 126 76 7885 !Jl 22 7882.85 ll~- 5 7880 176.85 7867.21 208 <2 7Sb7.0B ns n 7864.82 :<29.26 7860.15 233 :27 7865.41 242.9< 7870 7890 310.69 7895 287' 28 7885 :g9 18 7920 7915 374 _ SI :J49' 16 7910 J62 25 409 76 7935 42:2 59 7940 " Manning's n Values Sta n val 0 .01] Bani< Sta Sta Hl Cotd LO Cord 250 7866 '07 n sea ss 53.3~ lOl 154 222 257. 3.<2 386 43 12 \2 15 19 E;:J El~v 7940 79:20 7895 7875 7660.44 7S?S 7900 7925 Sta Elev 28 _1 79:l6. 09 61 H 7915 115- 2~ 78~0 HB. 79 7870 225. 2S 7860 272 _4 7880 BS 77 7905 397.22 79]0 num• Sta 208 12 n val Sta n va:. 045 242.9:2 .055 Lef~ Plghe CoeH Coner 208.12 24< n lneffecuve i'low numSta L Sea R glev Permanent: 0 217 Sl 7871 51 f ns.s1 n<.S9 7871 s1 ' Downstream Deck/Roadway Cuurght 22:< :l :<48 21 lneffecnve Flew Sta L Sta R Elev 7861 o 2Js n 24].97 417.95 7861 , "" 2-18 11 n~v 7945 7925 7900 7880 786:J 8 7865 7890 7g]5 St~ 260 Sta H1 Cord Lo Co;rd 7865 El~v 79-10 26 '61 68.5 7no ll8 97 7895 :62 7875 235 .<2 7861 86 259 41 7870 318 :l9 7895 )75 u 7920 Sta El~V ]4 66 7936_)6 78 59 HIS 128 n 7890 175' 25 7870 237.Z9 7859.27 271 61 7875 :l29 64 7900 )85.<9 H25 ~940 n Val 0 ' ' P<'rmanent F Page 6 of 34 Upstre~m Embankment s1de slope DOwnstream Embankment s1de slope Md:>gr. SPillway he1ght used 111 des1gn weir crest shape Number of cu:~ens • 0 honz 0 hwr>z tW 1 Q vertlcal to 1 0 ·:~rt>cal " Broad Crested l Culnn Name Shape Span CULVER"Ul C>rcuJar FHWA l:hart • < Corrugated Metal Pip~ Culvert FHWA Scale # t Headwall Solution Cnr.ena • Highest US EG c·,lven st Length Top n Botcom n 19 OL4 024 Number ::f Barrels - Depth Blocked 0 £ntrance Loss coef 5 f.XH Loss l Centerl>ne Staticns Sta Sta <2l. 5 <:OS oc.. nstream Elevation!:itat>cns Sta <'1< ce~cerl1ne Sta 2]8 78$9.a7 CROSS SECT:ON ~lVE!i REACH Reach U Satlnc Canycn J 7;oo 35] _7& 7910 JH 7t 7915 HS.Ol 79:'0 7940 -104 '8 7935 417-95 n '/~he~ n Sta ;:6.61 6s.s 118 '97 162 ns .n 259 4l 318 l9 375.10 £lev 7940 7no 7895 7875 7861 .86 7870 7895 7920 Sta Elev 34 '66 7936.16 78 59 7915 126.92 7890 175.25 i870 n7 .29 7859 271 6J. 7875 _z, 329 6-1 HOO 385.:19 7925 num- "Jal n Val 0 0 sar.k St<> L,.!, l<>ght ;_;;;:. l L48 '-l Jneffecu.,e Flc· .. Sta L St.a R nev 7861 <·0.97 '117 95 7861 n val 0 ~engtha Left Channel 120 36 140 56 R1ght HJ ';2 Coetf Contr Exp .. n ' Fermanent f CROSS SEC7ION UVEJ< REACH Reach 31 Sab1nc Canyt·n FCn Stat 10n Elevat J<;;n Sta Elev 0 79}5 35.18 7910 89' 08 7885 131.18 7H5 209 785], .l-15 .63 7875 ;:as. 91 7900 345- Ja 79<5 Data numSta Elev 6-7£ 7930 '1:;- 8 7905 9-1 9'1 7ee2 85 140.20 7860 21< 7851 :05} 64 7890 :194 )] 7905 3~5 2J 79] 0 Manning's Sta 0 Sta t9l.b6 " S~a Elev tl '54 'l925 54' 91 7900 100 9 7880 1s;: _ 35 7es-r 12 218.55 7860 <61 55 7S85 308.91 7>10 lE4. 25 7915 Sta Elev 20.'17 79ZO 66.11 7895 Ill .4 7875 193 66 7857. 7B 227 68 7065 269 55 7890 322 62 7915 .,. 27 _76 77' 35 121 69 '"' 236 85 277 72 lJ4 '41 "Jalues n 'lal sank Sta: Left 193.66 0 R>ght ;:JB 55 n val Sta :ght Co~ff Contr ~xpan ·' 129.77 CROSS SECTtON PIVER· React! ~1 SatHno Canyon REACH INP\Jl" [)escnpu<.-n' XSEC IJpst~eam ct Culvert # 19 Station Elevatl~'n Data __ Sta Elev Sta nev Sta Elev 12 24 7925 1~.7 7920 :15 39 7915 48 88 7900 S£ .81 '1895 U 57 7890 Bl 53 7880 91 68 7875 101 81 7870 133.19 1955 lH 7 7850 65 J7E 11 -rsso 191 7841 197 c~n :wo.oJ 7aH.11 <2< 04 7860 2)} 10 7865 259 4 7869.91 33J.EO 7880 ]o;J_57 7885 J?O 4 7890 Mannlng· s n Values Sta n Val Sta 1;: H 0 JSJ.19 Left ~ >ght 18] 19 206 3~ Flew S~a !. Sta R uev 1~_2'1 190.61 7851 67 007_61 J9Q.4 785].67 Bani< Sta n Val 0 Sta 20E )} :.<'ngth~ In~ftectlve ' Sta Elev U.04 7905 75.66 788<.85 122.09 7860 :90 7846 t: 21'1 s: 7855 278.65 7875 n "ial 0 Left Channel <9 ]) }3 '29 ~ermanent Sta ~lev :D t 7910 7:1 ,] 7885 Hl 95 7865 183 19 7849 88 ;.oo l l l850 259 51 7B70 Coe! f Cuntr ·' Ex pan ' ' CULVE~T Page 7 of 34 coet RIVER· Reach H RE.ACH· Sabu;o Canyon RSo 4855 INPUT Oescnptlcn' Culver<: 1119 Distance ~~em Up3tre~m xs Oeck/Rcaclway W1dth 13 s Wen CcefflC>ent 2 o Upstream oeck/Roaclway Cc Co~cl Lo Cord 183.19 7843 88 Sta H1 Cord L.c Corel 7850 ~06.33 Upscrearn Brlclge Cress S~Ctlon Data Statlon Elevat>on DaB Sta E!ev S~a E1ev Sta Elev u 24 7925 18 7 7920 :iS ]9 HIS 48 7900 56 81 7895 04 57 7890 7880 91 68 7675 81..53 101.81 1870 7855 l.3J.H IH 7 78,0 65 176 :Jl 7850 7841 197 7841 m :oo. OJ 7846 ll 7860 2)} 18 7865 n< 64 ~59 4 7869 91 7880 ]6) .57 ))) 65 7885 HO 4 7890 " sa Mann1ng•s n Values Sta n val Sta 12 . .<4 0 181 !9 Sank St" Leh R1ght J8J 19 20t 3} lneflectlve Hew Sta L Sta R £lev n :14 J90.oJ 785J.o 207.61 )90.4 785:).67 Oown$Lream ::leck/Rcadway num• ~ Sta H.1 Co~d ~c Cord 154.95 7849 82 n Val 0 Cc~!! Sta 7~82 El~v Sta <3 71 SE 09 llO 84 7900 7890 7855 Sta :es 1: Sta 31.4< H Elev 7B95 7975 14 ::2- 4~ ;a so s:; n;__s 1&8 1:; 7&4E 4) <•l 04 7&65 194 }:i 300 96 364 99 7a41 7950 7870 7890 171 sB ~so :!4~.,. .,~85 V~l n o Cce!l IJpstre~m Embankment S1d~ slc~e Dc>mstream Embankment S!de slq'e Max1mum alle>wable submergence fer"""" fle-w Elevatlon at "hlctl wen f]c,., t~gln~ Energy h"ad used ;n spillway -J~~''ol" Splllw_.y he>ght used ln des1gn ~elt ~rest shape Number of culverts Ill Elev Pet"rnanent Oownscream Br1clge •:rcss S~Ct!cn Cata Stauon €levatwn Clata numl5 Sta Elev Sta Elev ~to 0 7915 7 98 -;~10 15 9~ )9 08 7890 46 _!;7 7885 o9 9~ 77.81 79"10 88 6~ 786 5 99 ::3 1<3. 67 7849 5:< H9 H 154.95 7948 -~· 177 7941 :n.os 794~_s: 17~ 7 :<0"1 99 7855 :::J. 51 7909 8<\ ;;::: 15 ):10.26 7872.94 J:s .04 7875 )37 .:4 Mann1ng•s n Values Sta n Val Sta ]] l ;: .3 0 hc-ru: 0 honz 90 tc 1 0 t~ 1 ·J v~rncal ven1~al Brcacl Crested ~ St!ape R 1 se Span l <.:ncuiH J Chart ~ Ccrrugated Metal P>~e Culvo;rt FHIon Cntena • H1gh~st LJ.S. EG Culven Upstrm Dlst Leng<:h TCp n Bottcm n s 19.5 o;_~ o-<4 Number of Barre:s • 2 l.lpstaam Elevaoon • 7841 :1 Centerl1ne Stauons 3ta Sta. 19). 25 196.75 Downstream Elevatlon • 7841 Centerl>:"!e Stat1ons Sta Sta 17).5] !7E 6 C:IJLVER"I"~ FHWI\ Deptt! Sleeked Entrance Less Coel E:x1t o 1 CROSS SECTION RIVE~· Re~ch •1 REACIL Sablnco Canyon JNI'UT :lescr>pt>c-n: XS£C Dc-,.nHream c! Cul·'"rl St~uon &Jevatwn Cata :;s St~ Elcv Sta El~v St 0 7~15 7 99 7910 l'; , 39 .OS 7890 46 f7 798~ 77 91 7870 98 .H 786~ 1:13.67 7849 02 154 95 ~848 8:< 177 78~ I pg 08 780. 5:.< :i07 99 7855 <on Sta Elev 53 7925 36 '77 7900 67 06 7~~0 122 2l. 7855 156 ss 78]0 220 15 7835 274 H 78b0 Jl3 78 7880 36: 65 noo oau Sta Elev 01 79~0 44 7895 76 n 7875 l2l 03 ?850 158 04 7829' 26 2H 6'1 7840 28] 87 7865 325 99 7885 " Sea Elev 15-1 7915 51 19 7890 85' 89 7870 l30. 02 78i5 177 OS 7828.93 245 7] 7845 2n H 7870 ]]8 12 7890 Sta 22.]] 58.4 94.72 l:l9.05 190.97 255.42 295.65 345.33 Elev 7910 7885 7865 7840 7826.07 7850 7872 57 789:1.95 Sta ~~~" 29 54 790~ 01 -•5 7882-85 101.5 7HO 148 OS 78J5 203.71 7~30 264. 94 7~5~ 301 58 7~7~ :l50 :!4 789~ Mann1ng•s n Values Sta n Val Sta n Val Sta 53 0 177 05 0 203.71 Bank Sta. Left 177. OS Rlght 20:!.71 Lengths Left 154 _55 n v~l 0 chann~l Rlght 160 08 159 _,a Coef~ Concr ' CROSS SEl'TlON ~!VER· Reach U REACH Sab1n0 Canyon lNPUT Descr1pt1on' XSEC Stauon Elevauon Sta Elev 0 7920 40 04 7895 72 51 7875 116 6"1 78"0 160 ll 7~~5 218 66 7920 268 15 7845 )2"1 ]9 7870 388 74 7892-95 Upsuea'n of Culvert t 20 Data num• 4:! Sta E1ev Sta Elev 8 38 Hl5 16.36 7910 47 8'1 7890 ~5-62 7895 91 .4 7870 90 2 7865 J:il 7 7840 125 -'~ 7845 191 27 7822.32 167' 65 78~1 0] 228.65 78<5 "<:!8 51 78:l0 279 . .<4 78~0 192 01 7855 JU 24 7875 355 2:! 7880 l92. 94 7995 402 85 7900 Mannwg' s n Values Sta n Val 0 num• n V~l , Sta 0 191 _l7 "' Left Rcght 191 27 218' 66 lnef!~ctwe Flow Sc~ L Sta R Elev 0 :101 )1 7920 :114.11 402.85 7820 Sta El~v 32.H 0 75 107 9 lSl :!;< 7SGC 71;60 7855 78:'0 207' 67 7810 ~· ;:ss.;:g 7HO 31';_-,g !81 :! 71'E 7~90 n val 218 66 ~engthso Bank Sta Sta Elev 24.24 7~05 59 JSS<.BS 99 03 7860 ;~2 49 78:!5 196 41 7820 248 34 7835 304 18 7860 368 25 -,ass 0 Lelt Channel 49.5 48 05 Rlght 48 ;:6 Coeff Ccncr ' Permanent F CULVERT UVEJL Reach U REACH: Sat>1no Canycm RS. 48<'5 INPUT Descnpuon' Culven Dutance from ~20 llpStr~arn XS 6 OeCk/Rca(!way J010th 20 WenCoefflclent :!.1 tJpstTeam Dec~/Road,.ay C% 44 7885 £ta 2i.S 56 H; 9: o;; J3].56 178 27 23] 0; ;a;o 81 }43 09 408 J;: Ele'' 7915 7890 7870 '845 7810 7815 7840 7865 "'890 Sea 28.98 E1~v 99 81 HI ;1 178 o!7 7910 7885 7Bf" 7840 78:20 "'' -;e:o 05 < BE }01 11 784" 357 04 7810 415 48 7892 90 Page 9 of 34 Marunng's n Values Sta n 'Jal Sta 0 0 :204.17 nurn• n Val 0 Bank Sta Coeff Co.ntr Left R1ght 204.17 244.86 ln<'ffecnve Flow Sta ~ Sta R Elev 7Sl5 omum allowable suhmergenc<' for W<'H flew • 95 Elevation at 1o0h1ch .. e a tlow beg1ns Energy head used 1n sp1lh•ay des1gn Spllway h<'l9ht used 1n des1gn lole>r crest shape Broad Crested tc 1 to 1 o o ven 1 cal ve~tlcal Numb<'r of Culverts • Culvert N~m" Shape Span CULIIERHl Arch rHWA Chart ~ 41- Arch; Corrugated rneral FHWA Scale ~ 1 90 Degree headwall Soluuon Cntena • H1ghest u.s. EG Culvut Upatrm D1st L<'ngth Top n Bottcrn n 6 20 024 OL4 Number of Barr<'ls • 2 Upstream Elevatlon • 7816 6 Centen1ne Stations Sta. Sta 204.ll :lll.ll Downstream o::ev,.uon • 7S1Z 68 Ce~ten >ne Stations Sta. Sta :n 34 229 H • o.,pth Blocl<<'d 0 Entrance LOSS Coe! 5 f.xH CROSS SECTION RIVER REACH Reach U Sab>nO Canyon INPUT Descnptlon, llSEC Stauon Elevaucn Sta Elev o 7929 7 :!6 44 7905 68.5} 788<.85 108_74 78EO 149 ?7 7835 :o4 n 7818 s3 :<56 33 7825 ]11. 96 7850 371 3l 7875 4H 52 7895 t.:pstream o! Culvert U 20 C·ata 4E Sta Ehv Sta Elev 6.73 7925 l4 1. 1no 43.95 HQO 51.43 7995 73.5 7880 s: 15 7875 11'.29 7855 J.25 35 0850 157.79 7810 166 '13 7825 215 42 7915 225 l l 7811.68 267 )6 78']0 27S 31 78}5 322 51 7855 J:l:l 77 ~860 ]84 61 7880 l% H 7885 Mann>ng's n Values Sta n Val Sta 0 204.17 !lank Sta Left R1ght 204.1'1 244 86 ln<'t!ecti•Je Flow Sta L Sta R Elev 0 219.34 7815 23:2 H 419 52 7815 n val 0 Lengths Sta 244.86 '" 21.5 66 91 c.: Elev 7915 7890 7970 St~ Uev 7910 7895 7865 133 ~" 784~ 178 :;; 78£0 7815 78~ 0 7865 7890 28 98 65 _6 99 91 141 71 179 47 :144 9£ 30J. 11 357 04 415 ~s Coe f f Cont r se <33 04 299 Bl. HJ 09 408 32 7S4U 7820 7820 7845 n7o nn 9s n Val Le(t Channel 164 6 !Sl 11 fiHJht ll8.65 ·' Perman~nt F f CROSS SECTION RIVER Reach U REACH· Sab1n0 Canyon INPIJT OeSCrlt'>ClOrl· Stanon El<'Vatlon Sta Elev 0 7915 47.11. 7690 7870 98 -<6 7845 151.62 7620 201.39 7805 255.8 7820 315 15 7845 J82 65 435.09 7870 4'l2.45 7892.95 Data Sta E1ev 7 66 791.0 56 59 7885 109 57 160 97 2U.6 264.56 7801.11 328 78 78<5 396.22 7850 7875 H:<.9 476 45 7~ 95 n Sta Elev 15 68 7905 60.51 7882.85 120 2 7860 170 27 7835 221 76 ~810 274 29 7805 34:1 07 7830 410 2< 7855 450 '" 78eo Mann>ng's n llalu<'S Sta n Val sta Oil 248.16 num. n Val Bank Sta: L<'ft 4H.l6 Lengths' Left Channel :i75 j5 305 07 C~OSS R>ght 287.9< n so .<6 07 74 99 I l l . ght 305.26 334.87 128 1 88 4f 74 01 Reach ~~ Sabwc Canycn Expan. ·' ' CROSS SECTION R:tVF.il REACH 7800 7825 tJs as Val 334 '87 "' 343 66 385 89 4~7 87 478 S6 RS, 4790 INPUT Descr>pt>on· Stauon Elevauon Data Sta Elev Sta 0 7830 62.09 '1805 126 _]j 7781-96 248.48 7777 OJ 281.8 'J795 ].<6 22 7820 365 7) 7845 411 '1 7865 Manning's n Values Sta n Val 0 013 " Elev 57 78<5 58 7800 18 7780_ ;.s n 111a 1 96 7800 52 7825 77 7850 63 7870 9 76 2:<0 249 290 334 373 426 Sta ;:20.!B Bani< Sea· Left R.ght 220.18 261 _lJ Sta. Elev Sta Elev <0-0 01 225 OS :251 '36 29~- 93 342. ~5 7820 7795 '1780 7780 7805 7830 7855 H 65 106 ')6 7815 7790 ~2 m nurnn Val '" ;s 7778 !1 7795 76 7810 :IE 7835 09 7855.45 " ~eft Channel ~lght US .19 ll.O 34 llJ_ 96 Lengthso Hev n Val 2611] " n 245 261 JOB 350 Jel St;o 48 61 7810 121 05 7785 245.97 7777 01 271 -1] 7790 317.59 7915 ]58 7840 336 G7 '1860 Coeff Contr ' CROSS SECTION RIVF.il Reacll ~~ REACH· Sab>no Canycn INPUT Descopnon· Upstream c! Culvert #9 Stauon Elevaticn Jata num• 51 Sta Elev Sta £lev Sta 0 7845 63.08 78<0 ll,S.S 7808.74 143 B 7790 211 61- 7777.64 J37 81 7765.57 ]57 47 7775 4<'1 25 7795 468 79 781-5 515 44 7840 567.] 7860 15 2l 7840 71 78 7815 120 01 ~905 150 51 7786.74 262 07 7775 34t 59 7765.57 ]77.77 7780 H'J 79 7900 477 l2 525 n Mannwg's n Valu~s Sta n Val 0 0 Ban< Sta n val Sta n Val Sta 0 351.96 R>ght 318.0'1 351.% Irle!feCtlve flow Sta L Sta R 0 ]47 37 "18J5 78H H 7800 7785.9 777:.97 7766.58 7790.35 '1805 7925 7850 318.04 Left Elev 31 46 73 OJ 126.0:< 182.84 118.04 347.9 379.48 450.36 Lengehso 'I) Sta Elev 71 7830 8} J] 7g)2,J2 u:: 18< 329 350 407 457 496 548 06 7795 OS '1785 17 7769.94 58 777C _ no Canyon HIPtr." oescnptionc Culven ~9 Under Sab>no canyon Read Dlscance from Upatream XS • 15 Oecihdth 115 He>r Coefflc•ent 3.1 Upstream Oec);/Road .. ay Coordlnates ' Sta Hl Ccrd 1..o Cord 318.04 7771 97 Hl.417"'70_567 Sta H> Cord Lc Cord Upstte~m 9ndge Cress Sectlon Oat;o Seae,on ~levat>on Oata Sta Elev Sta Elev 0 7845 7920 63 09 115.5 7908.'14 H) 19 7790 211.61 7777.64 337.81 7765.57 7775 )57' t7 427.25 7795 408.79 7815 7840 515.H 567 ] 7860 15.21 7940 7l 78 7915 120 01 '1805 150 51 7786 74 26< 07 7775 ]44 59 7765.57 Mann>ng's n Values Sta n Val o Bank Sta a 0 ]4"1.:!7 7780 7800 78:<0 7845 Sta num• n val JiB_ 04 0 Lelt Rlght 31B.04 351.% lne!!e~tlve Sea L ]7"1 77 4]7 '19 P7 32 525 27 Plow Sta R £lev 335.59 7770 38 567.] 7770.]8 " Sta E:ev 11 .46 7835 73 03 'lSH-14 1:<6.0~ 7800 1a~_s4 77e5 9 )18.04 7771 97 ]47.9 7766.56 379.46 7780.]5 450 _ H 7905 4 86-6 ~ 79<5 SJ6 7850 "' ·' 417771 067 Sta Elev t l 7l 7BJO 81 33 Hl~ _J< l):l 06 7795 186 0~ 7785 3<9 17 7769.94 150 58 7770 . .<3 407 68 7785 45"1 • ., 7907 76 4% ) l 510 49 7830 7855 Sta £lev 5J "19 7825 103 89 7810 132 l7 7794.67 ng• s n Valu~s Sta n Val Sta 0 0 !08- 99 ... num• II Val 0 Elev 11sc 03 7766-75 87 7762.].6 74 7765 31 7780 Sta 47.01 Elev 7775 ''65 t!S 72 7762.36 l8:Z 65 7765 92 244 99 nss :o1 ss Ex pan ' ' Upstream E.rnbankment sJ.Cl~ slnpe Downsueam gmt>an~ment Slde slope Max1mum allowat>le submergence for wea fOe,. Elevatlnn at ·~h•ch wen fl~w Oeg>ns Energy head u.;ed ln sp1llway desJ.gn Splllway hught used 1n des1gn Wen crest shape Number of Culverts • St~ 34 a 104 llJ H6 234 n Val 0 120.75 Bank Sta Left R1ght Coeff r.ontr !08.99 120 75 Ineffecuve no ... numSta L Sta R Elev Permanent 7764 p 0 lOS 99 120.75 270 7764 ·····-~- ll:l 987CE7_192 2 horn l hen• 95 tn 1.0 verncal to 1.0 V.rch :J 9167 5 9167 fHWII Chart ~ U- llrch, Corrugated metal FHWA Scale f 1 90 Degree h~adwall Sc1utJ.OII Cntena • Hlghest U.S. EG Culvert UpstTm D1st Length Top n Bottom n H 118 .02l 024 Upstr~am Elevat1on • 7765. GS Depth Blo,:ked 0 Entrance Loss C~ef EXJ.t Loss !lo,.llstream Elevat lOll • 7762 275 Centerline Stat>on • 113 BS CROSS SECT!ON PIVER. Reach U REACH Sab1 no Canyon RS· 4770 Oescnptiono Downstream of Culvert ~9 StatJ.Dn E.levatJ.on Data ~9 Sta Elev Sta Elev Sta £lev 0 7793 37 8.55 7790 21 16 7785 59.1 7770 65 59 7767.]8 84.03 7767.23 108 99 7763 Jl ll.O 18 776;1.39 l.ll.:n 7762 3 117 62 7762.23 ll.7 99 1762.75 120.75 7764.47 192.5 7769.% 221.95 7775 202 22 7770 255.Jl 7190 265 Gl 7795 no noo Mannwg• s n Values Sta n val Sta 0 0 108.99 Bank Sta· Lett R1ght 106 ~9 1.20.75 lneHectlve no" Sta L St~ R Elev 7764 0 109-99 120 75 270 7764 n ·;d1 0 Sta 120.75 11 152 22 Sta 47 01 !0"1 58 Elev 7775 7765 ns n 7"l62.J8 182 65 7765.82 244 98 7"lSS Val Left Channel Lengths Sta £lev 34 28 7780 l04 OJ 7766.75 113 ~7 7762 16 146 74 7765 2]4 ]l 7780 :45.66 f;19ht 1)8.18 Cce!! Contr ' Permanent F F CROSS SECTION RIVER Reach fl R£ACH· SabJ.no Canyon INPUT Oescnptlon. Scauon Elevatlon St~ Elev 0 7793 _)7 61.89 777!_76 129.34 7765.91 153 49 7755 2H. 4 7768.! 300.01 7785 Data num• Sta Elev 6 4J 7790 98 62 777"i.B2 130 97 7765 171 62 7759.25 ;155 01 7770 306 44 7790 Mann•ng' s n Values Sta n Val Sta 0 055 140.!7 Bank St~: Left HO l7 RS: •1765 Rlght 171.62 n Val 04 , St:a Elev 11- ~5 7785 103.59 J770 140.17 7760 190.6]. 7760 :283.74 7772 88 312. 8< 779~ Sta 171.6:1 Sta 35 54 :os )4 Elev 7780 7769 J< H9 24 7755 99 7761 95 83 77"15 3H 99 7800 2~4 ;186 60 114 l.50 233 293 H9 Sta Elev 89 7J75 59 7765 57 51 7"154 .]1 9S 7765 57 7790 54 7600.48 n Val 045 Lengths: Left Channel 179 I 172.24 R1ght 175.18 Ccef' ~ontr Ex pan ' CROSS SEC":"!ON RIVER REACH Reach #1 Satnno Canyon RS: 060 !NPUT !l!!&Crl?t.lOII" StatlOn ElevatJ.on Data Sta Elev Sta 0 7900 48 13 7780 119.23 10:!. 72 E:ev 7795 7775 " Sta Elev 57 91 7793 3-, US.68 7770 Sta -;o n 152.1 Ele'-' 7790 776~ Sta 87 7~ 168.46 El~v 7795 7760 Page 12 of34 C~ef 191. .6] 7755 2H 252 H6 452 496 245 _14 77'10 .2) ]29_02 7750 434 12 7765 487.53 7780 558.11. 7H6.51 Mann>ng• s n Values Sta n va: o oss 97 7753 _ 01 6) 77-!0.ll 84 7755 29 7770 79 7785 224.1 7750 267 :J 7745 356 02 7757.4:< 465 67 7775 507 65 7730 Sta n val Sta n Val 2H.a2 04 276.33 o4s Bank Sta, Lett R>ght 2J4.82 276.33 234 62 7745.58 276 ]) 7747.54 405 99 776Q 466 32 7775.26 519.6 7795 Lengths' Left Channel R>ght 125-62 lll.1l 116.92 7745 77'18 45 7761 05 7775 88 7795 81 coeU Contr ' CROSS SECTION RIVER' Reach #l REAClL Sab>no C<>nyon 236-49 343.9 4:8 6) 480 51 520 87 RS' 4750 :N~UT Descnpuon, X.SEC Upstream of Culvert # 8 Statlon Ue•tauon Data num• JO Sta Elev Sta Elev Sta 0 124 17 195.81 212.05 276.7 366.45 7775 1755 7737 68 7732 07 7740 sa 7761 19 25 04 198.48 212.76 Jo9.J l79 42 Sta n Val Sta n Val ll5.8l 0 215.88 0 Mann>ng · s n Values Sta n Val 0 0 L~[t ~•ght 195.81 215.88 Bank Sta Ineffect>ve Flo" Sta L Sta ~ 0 210.97 52 136 200 215 12a ]89 £lev 7770 7750 77]).95 77] .. 24 7745 7761.69 lll.l4 39 1765 31 7747 92 76 7731.6 88 77]7.68 IJ 7750 12 7765 Lengths' Left Channel 36 73 4)- 9 num• Elev Sta Elev 74-31 7760 160_ 75 7"145 203.)9 7730 7} <28 79 7738.29 342 76 7755 403 32 7710 R>ght 85- J Sta Elev 11<:.6 7757.98 181 6<; 7740 008 74 77]0 _7] 270 58 7740 362 l'J 7760 41.1 96 1775 Cce!f Ce>ntr ; Ex pan ; ~ermanent 201 04 7735 6) 411 96 7"'35.7 F CULV£~T RIVER, Reach #l REACH Sab>no Canyon RS, 4745 INPUT Pescripuon, Culvert #8 Dutance from Upstream xs 10 Peck/Road ... ay ~>dth 18 He•~ Coef[><:>ent 3.1 Upstream Peck/Road ... ay Coord>nates num• 3 Sta H> Cord Lo Cord Sta lh Conl Lo Cord 0 7137 7775 7755 7737.68 7732 07 7740.58 1701.13 25 04 7770 1)1.34 7750 198.48 77]). 95 212 76 77)4 _ H )09 .) 7745 ln-H 7761-69 Manning's n Values Sta n val 0 0 Sank Sta 215 88 77]7.68 7750 7765 n Val 0 n Val Sta 0 <15 88 Left R>ght 2l5.88 Elev 3)5 r.o Cord 1737 Dc"nstream Budge Cross Sect>on Data Station E1ev<>uon Data num• 30 Sta Elev Sta Uev Sta 7790 77]5 477.1 Mann>ng' 18.17 7788.35 123.3 7775 231.71 7752 09 ]31 44 7730 399.'1 77)5.46 49].85 7755 7755 7735 7750 n values n Val ~ St~ 0 0 R>ght Elev r [low Elevauon at wh1ch "elr !low begins Energy head used >n Splllway des1gn Sp>lhay he1ght used >n des>gn >i~u- crest ~nape CuhHt !lame Sta ll2.6 7757 98 181 69 7740 208 74 77]0 _7] no ss 7740 36: 19 7760 411 96 7775 num• Sta 319.7 Sank Sta: Left ~umb~r Elev 74. ) l 7760 160.75 7'45 20] 39 77l0.7J 22B.n 7738.H H< 76 7755 403.1:1 7770 ' 77]7 7777_~8 Sta Lc Cord Permanent Downstream Deck/~oadway Coord>nates num· 3 Sta H> Cord LO Cord Sta H• Cord 0 115.58 210.81 319.7 370.52 77]7 Coeff Contr ; .<01.04 7735.63 411.96 77]5.7 0 £lev 328 13 )89 12 Sta 195.81 0 210.97 St:a S2.H 7765 ll6 33 7H7.92 200 76 77]1.6 195.81 lneffect>ve Flow Sta L Sta R C~rd 273 , Upstream Sndge Cross Secticn Data Statlon Elevauon Data Sta £lev Sta El.ev 0 124.17 195 81 212.05 276-1 366.45 Sta Hl o horu 0 her>%. .95 ~c 0 ven>cal 0 vertlcal Broad Coested l Shape R>s~ Cncular 4 Corrugated Metal Span ~1pe Culvert Page 13 of 34 FI!WA Sc~le ~ l Headwall Solut1on Crneria • Highest C~lven IJpatrm Oat Length 10 Number of Barrels • EG Top n Bottom :1 02'1 Depth Blocked .024 EnHance Loss Coet 1 F.x:c~ .5 7?30 3 208.04 Downstr.,am Elevation C"nterlin" Statlons Sta. Sta Jll.44 7730 J36.H CROSS SECTWN RIVER· Reach U REACH: Sablno Canyon RS: t740 INPUT Descn~uon: XSEC Down9tream of Culven • Stat1on Elevanon Data nllm• JO Sta Elev Sta Elev Sta J 7HO 115.58 7777.28 210.81 7755 Jl9. 7 7735 l"0.52 7735 7750 477' 1 18.17 7788.85 UJ.) 7775 231.71 7752.09 77]0 331-H 199.4 77)5.46 493.85 7755 Manmng• s n Values Sta n val 0 0 Sta R>ght: ]19.7 363.]9 0 Elev 7785 7770 7750 7729.12 7740 7760 26J.] Jl2 85 429.4] 509.59 numn Val 319 Bank Sta: Left 25.56 i45.09 Sta Elev 78 ]8 '1780 186 28 7760 ]04 .43 7740 36J. 39 77H 61 456 .J5 7745 7770 540.4 , '" n Val ]63. 39 Left: Chann~l 50.45 40.6] Leng~ns Sta Elev 29.11 7782.96 168 25 7705 286 47 7745 ))6 81 77)0 445 76 774:1 78 525 12 7765 R•ght: 29.76 Coef f ~ont r. Ex pan ·' CROSS SECTION RIVER: Reach U Rf.JI.CH · Sabwo Canyon INPtrr Descr>ption: XSEC Statlon Etevation Sta Elev 0 7770 54.83 7755 183 '79 7732 09 275.52 7732.55 345 99 7750 Manmng• s Sta 47JO 'Jpstream of Culvert # 7 Data num25 Sta Elev sra !.57 7768.14 68.18 7750 l-92 68 77]0 292% 77)5 l64. H 7755 i9 Hi 206 309 379 Eiev 16 7765 I3 7745 71 7726.52 07 77-10 53 7760 Sta ]1 152 225 31! 394 Elev 3 7761.87 63 7740 94 7730 '16 7740.73 84 7'65 Sta Elev 42' 81 7760 172 75 7735 2:!8.64 77J2.3l 327 6 77t5 410 2 7770 n Values n Val Sta n val 0 183.79 Q 0 BiOn~ RS Sta: Left R1ght 183.79 2J8.84 Sta 238.84 n Val 0 Lengthao Left Channel Rlght 24.27 30.08 25.79 Coeff Ccntr ' CULVERT Expan. ' RIVEIr Coeff1c1ent l Opstt"eam Deck/Road .. ay Coord1nates ' Sta 111 Cord Lo Cord Q 77]6 01 Sta H1 Cord Lc Cord 206. 7l 77]2 68 upstream Bridge Cross Secuon Data St:atlon Elevatlon Data num• Sta Elev Sta E1ev 0 54 183 275 )45 7770 7755 8] 1.57 7768_H 68 18 7750 192 68 7730 292 96 7735 )6i. ]4 7755 H 7732.0~ 52 7732.55 99 7750 Mann1ng's n values Sta n 'Ia! 0 0 9anl< Sta Sta n val Sta n Val 0 2]8 84 0 Caeff Contr l8J 79 233.84 ' ' 7735' 8 Sra Hl Cord Lo Cord n5 7731.3 oo .. nstream Bndge Cross Sect1on Data StiOtlon Elevar.on Data <4 Sta Elev St" Elev Sta 0 04 20<.:< 311 58 189.42 7770 7755 77}0 7735 7755 16.1 0 0 Sta, Lefr 202.2 7166.7~ 7750 22'1.77 7726 01 319-H 7715.0~ 406.22 776U 7] Mann1ng' 5 n Values Sta n Val S~nl< SB Elev :l7.8 7761.87 152 63 7740 225 94 7730 lll 46 77~0.73 ]94 84 7765 Sta Elev 42 .Sl 7760 !72.75 77]5 238.84 77]:;: )1 3:27' 8 7745 4!0.2 7?70 Qedt/Roadway Coord1nates Sta !11 Cord LO Cord 5~ El"v 16 7765 lJ 7745 71 7?26 52 07 7740 51 7760 Sta R1ght Sta H1 Cord Lo Cord 300 7730' 81 l83.79 Left Do"'nsrream 0 " 13 Ill 206 309 379 2]_)3 !01.01 H8.'1 42U J4 n Val JJs.n Sta num• n Val Sta 202 2 0 255.9 R>ghr 255.9 nev 7765 7745 77)0 7740 7C'65 Ccdf Contr ' Sta Hl Cord Lc Cord 300 Sta 7732 '8 Elev 37.67 7761.76 140 OJ 7740 :0:55 9 77]1 .]5 3SJ ll 7745 02.56 7770 Sta Loss coet 1 2 Upstream Elevaoon c .. nterline Stanons Sta Sta 203.04 ;;_s_ 18 Elev 0 I6 7760 179.0 77]5 :86 '97 7731 33 ]70.69 7750 0 Expan. ' Page 14 of 34 Upstr,.am Embankm,.nt Sld" slope Do1o0nstr,.am ~mbanlch !low b<09>na Energy h"ad used ir1 splll"'ay d"s1gn Spillway hoOlght used in des1gr1 We 1 r cre.st shape 0 hcru 0 horu. '""tr Number ot Culverts ~ to 0 ven:cal 0 vP.rC>cal ~5 !lroad cr .. sted 2 Culvert Name Shape Span RUe CULVE!lTU Circuhr FHWA Chan ~ 2 Corrugated M"tal P1pe Culvert FH.WA Scale • 1 - Headwall Solutlon Cnteria • Highest U.S. EG Culvert Upstrm Out Ler1gth Top " Bottom n 3 le.S 024 024 Number of Barrels • 2 Upstream £levation • ?727 82 Centerl>ne Stat1ons Sta Sta 202.71 <10.71 Downstream ElevatiOn • 7727.31 Centerl>ne. Stat>one Sta Sta no 77 na 77 ' Shape R1se Span Circular J FHWA Chan ; 2 Corrugated Netal Pipe Culven f'HWA Scale • 1 H~adwall Soluu.on Cntena - Hlghest u.S EG Culvert Upstrm D1st Leng-th Top n Bottom n J 18.5 024 024 Upstream £levauon • 7726 52 Centerllne Stat1on • 206 71 Ocwnscream Elevat 10n 7726,01 Cented ne Statlon 224 n ~oss C~ef Depth Blocked 0 £ntrance o .. pch Blocked 0 Entrance Less Coef .5 Elli~ S Loss coef 1 Culvert Name CULVERT~2 €xH Loss coe! CROSS SECTION RIVERo !leach U REACH Sablno Canyon INPUT Oescnpt>on, XSEC StatlOn Elevatlon Sea Elev 0 7770 59 64 7755 202 _2 '1?]0 311.58 n35 389.42 7?55 Downstream of Culvert ~ 7 Daca num• 2i Elev Sta El"v Sta 16.1 7766.74 2J.3J 7765 7750 101.01 7745 n 224.77 7726.01 248.4 7130 Jt9.29 7735.04 335.52 7740 406.22 7760 420.04 !olann>ng' s n Values Sta n Val Sta 0 202.2 Bank Sta. ~eft 202 R>ght 255 9 -~ CROSS SECTION n Val 0 Sta 255.9 Sta Elev l7 .67 7761-76 HO.o:. 7740 255 9 773!.35 353 13 7745 7770 42 179 286 l70 Sta Elev 16 7760 t7 7735 97 77Jl.S] 69 7750 n Val 0 Lengthso Left Channel 66.79 45.57 Roght 38.28 Coe!t Contr. ' F.xpan ; .l RIVER Reach REACH, Sablno Canyon INPUT Desc:r>pnon· XSEC Stancn ~levauon Sta El~v o 7750 15:1.76 7727.75 188.46 77]0 0 277.28 7~4'l M~nn>ng's Sta 0 Banl< Sta n Upstream of Culvert ~ 6 Data l9 St~ Elev St~ Elev 1a 81 7745 64.05 7740 154 24 77:14 '87 166' 73 77<4. 86 n4 .23 7730-81 l4l 67 7734.44 3!4 .s 7750 294 97 7745 St~ 8~ Elev 7735 169 26 7727.8~ 249 01 J36 67 7735 7755 R>ght 4J.JS Coeff Ccntr 8J £lev H2.51 7730 7730 179.94 265.50 7736 64 "' v~lues n val 0 ~eft Sta !42.51 R>ghc 179.94 Hl 51 n Val 0 Sta 179.9'1 n Val 0 Lengths, Left Channel 58.79 39-~8 ' Expan ; •1 RlVER Reach REACH, Sablno Canyon RS- 4705.5 INPUT Descropncn, Culvert 16 Dutance :rom llpsrream xs 10 Deck/Roadway ;;,dth 19 Wen Coefhciem: 3.1 Upstream Oeck;Road~o~ay Coord>naces ' Sta 111 Cord Lo Cord 7730 75' 9J Sta H1 Cord Lo Cord 156 77]0 Upstream Bndge Cross s .. cclon Daca Statlon Elevation Oata numSta Elev Sea Elev Sta Elev 0 7750 18 al 7745 6t. OS 7740 166. 7] 7724 86 152 '76 7727' 75 154 24 7724 '87 188.46 1730 6 224 2J 7730.81 242 67 7734 44 7740 ;;g, n 314 _8 7750 Sta Hl Curd LC Cord 249.01 77]0 " Mann>ng'B n Values Sta n Vat Sta 0 0 142.51 Bank Sea· Le!~ 142.51 num• n Val 0 8J 169 249 )36 Sta Elev 89 7")5 26 77;n a2 01 7~]5 67 7755 Sta El ev Jt2.Sl 7730 179.94 7730 265-56 7736 '54 n Val 0 R1ght coeff Contr l79.~4 ' Expan ; Page 15 of 34 Ocwns~ream Oe<::k/~cadway courd>Mtes "'~m- l H1 C:Clrd I.e Corel 99 .:<4 7730 St~ St~ Sea Hl Cord Lo <."'ord 215 7730 240 Hi Cord Lo Cord "7730 Dewnscream Bndge Cress Seeoon Daea Seauon E:levauon oaca num• n Sta Elev 0 7740 95 04 7735 18< :>7 >n4 J1 L5l 8E 773:J_H 1755 Sta E:Jev :;:,;>8 71~0-27 9914 'l7}2 98 He o 77<4.44 2G3 9S 7735 ]83 99 7760 Mannlng" s n '>Ia lues Sea n Val ~ta 0 0 :;;;,9:l Bank St~ Left; l'12- 93 Sta Elev 25 6t 77~: 2 152.16 7730 199.4 77n.n 305.08 7740 r1um• n Val ~lght Cce!! Corter 199 4 ' ~t& L Sta F 187 l8'- 89 Elev 77Z9 7729 "' Sta Elev 03 7740 t 93 77<8.67 24 -:>729.2 17 7745 Sea E:ev 86.77 7740 l76.H 7724.44 2]7.:!2 7730 H6 76 7750 n Val St11 :99.4 lne!!ecti?e fle" 86 172 2lt ]27 &>:stnam Em~anll D<::10nstream Emban~mene Slde slope 0 hcnz to 0 verucal Ma>.1mum Ollr,wal'le su~mergence for ""'r tlow 95 Elevat1<:n at 10hlCh we1r flew b~glM tnergy head used 1n sp11lway des1gn S~llJ,.ay he1ght u~ed des>gn lie1 r cresc shape • Broad Ct"esced Cul~en Name 3pan £ha;:e c, r<::·~lar CU!.VERT~1 Corrugated MecaJ P1pe Culvert FHWA Scale ~ Kead .. all SclutlCn Cntena • H1ghes' U S EG Culven [)~~trm Dls( :.~ngth Top n Bouom n 10 19 OZ4 .024 Numter cl l!arrels • U>'staam Elevat1cn • ;~~i Centerl>ne Sta~1cns Ota Sta JS7_5 H2.5 Dc,1o0nstna~. E.evanvn • 77:4 3 Centerllne Staelcns Sta Sea ]7<; 0 194 69 fi!.,.A Chan • B1ock~cl Depth 0 Entrance Losa Cce! 5 Exlt Loss Coe! 1 CROSS SECT!Otl ~dVE~ R~~eh !'EACH $a~1n<. U canyon INPUT Descrlptlono JtSEC ou .. nstream of Culveot- 5 hat1on E:levatlcn Data l2 Sta Elev Sta Elev St;o glev 7740 9S.64 77~5 18:< 37 ~7:aea num• Sta Elev Sta Elev 7740 o 7739.n ~0-97 77]0 ~40.15 7711 37 :058.9 :!06.•\7 7720.21 3<6 t} 772J .9'1 424 12 77]5 084 '95 7730-9-4 7760 "Sea £lev 84.H 7740 290.91. 7728.13 7725 356 03 444 45 77'10 Manmng•s n 'Jalues 5ta n val Std 0 055 :<96 _07 numn Val Bank Sta t..engchs, Lett Channel H7 86 67.35 Le!t <%.0> 1<1gh< Jl6.c:; "' '" )26 .63 3ta Elev ll5 78 7736.21 296.07 7725 359 97 7725 :7 Ho n 774s Sta El~v 175.75 77)5 304 7720 19 J80.47 7730 no 51 7750 n Val o.; l''-lght 63 49 Coeff Cent,- ' CROSS SECTION RIVER Reach 0 REACH. Sat1r10 Cany~n RS 4680 lNP\Y! Oesc:npucn, XSEI;" upsueam d Staocr. Elevauon Data tnev Sr~ 77~~ 10' 04 Culvert ~ 5 28 E!ev 7740 St~ Elev 18.77 77)5.14 E1ev 7735 Sta S:l 09 Elev 7730 Page 16 of 34 115.99 7745 297.67 77ll-8l l13.l8 77;9.11 397.1 77]0 446 ']2 o> ''n 83 "11:<0 771: ~~ ~08.97 Mann1n9's n Values Sta n Val 0 77~0 231 ]) J01 ]12 .9) 0 St'l 271 II Sank Sta· Left R19ht 27l.l: JU 18 Ineffectlve nc,.. Sta L Sta R ~lev 0 J03.7S <71 ll 7718.38 301:.65 7714.72 :.~2 68 7720-~ ~H.9~ 7735 7755 num• n Val Sta n val 0 ll3.JB 0 Len9ths. Ldt Channel 72 84 2% 61 7718 )0} 75 7715 JH 95 77 4<~ 75 77)9. H1ght ~ l2 "!< 1:< -!6<.51 nso Manr11n9'S n Valu~s Sta n Val 0 0 Sank Sta !.eft R19ht 271 1: JD.Je !netfeCtlve I'Jc... Do.mst~eam Sea Ha 19 69 77]5 J01 Elev 96 ,;, 7719.19 Q} 75 1715.12 06 95 7715 :12 75 71)9. 71 65 7714.71 n val " Sta Hl Ccrd : E:>:pan ' co 1 0 Vert leal 0 honz o honz. to 1.0 ""rt>cal. 95 e~oad crested 1 Culvert Name Shape M1se Span CULVERT-! Cncular 1 ~ PHWA Char:: ~ l Ccncnte F1~ Culvert f~WA Scale ~ ~ G.ocve end entrance "'"h headwall Solutlcn cncena. Highest u.s. EG ~ulvert Upstrm Out 1.en9th T~P n Botocm n Depth Blocked 5 1< OJ:l 013 0 Upstream 2levat:cn • Centerl•ne Stat1cns ~ta Sta 5 S~a 64 07 nt u 771B.ss n Val :0109 269 4 Soa Ill Cord Lc Cord 7718 Upstream Embankment 9!de slC·pe Downstream Embankment s1de slo~e Ma>t:mum allc.,.able submer9ence fer""'~ flew • Elevatlon at "hlch weu flow beg1nS Ene~gy head used "' Sp>Jl,..ay des1gn Sp•llway he19ht used 1n des1gn ~e1r c~est shape ~9' Elev ' J.c; LC~d 269.4 7717 6) 284 ll 771).71 128.:28 7720 il7 :l8 77-15 2 Sta 5l. 09 7"' JO <9"' 5 77H 68 )08 65 771.,' 68 }67% 7705.17 429.93 7740 Permanent 77la o nsl.Oi Bank Sta Elev }5::< 6~ -!H ~· na a1 Downstream !H1d9e c~vss secu~n Data Stauon ~levauc~ Data num. ;:e Sta E!ev Sta Elev Sta 8).6 na.o: Dec\/Rcadway Cocrd1nates num. > Sta Hl Ccrd 0 Jso num- Sta R Elev 297.06 1718.2~ n8.81 7718 26 Sta L 0 303.75 " ~71 num= n 'Jal 0 Sta 271 11 Sta K1 Ccrd l.C Cord 18 77 77>5 H 11 7719 JB 7740 c-;:;:o Lc Ccrd 771< 5 Entrance !.DSS Cc;et Exn .2 7714 l 00. 0 Centerl1ne S'.at H;;ns Sta Sta ~ B< 4 28'1 C!on Data r.um. :iij Sta Elev Sta El~v Sta o nsl.04 4.:9ht 110. :<2 CROSS SECTION RIVER. Reach ~l REAC!i, Sab1no Canyon RS 4640 INPIJT O~scnptlOn, XSEC Statlon Elevation Sta £lev o 7780 45.9 7760 8} _7 124.31 7710 176' 25 7720 306' 6 7707 84 3_;1 96 7702 64 ]22 84 7707.13 387.72 ?no 451 26 77t2 9< Ups•"r~am Data Sta ~o .47 57 67 84 0 129 n 19:0 36 307 95 Jl~ 77 3~8 46 405 ~l 511 .6 Mann1ng's n V<>lue~ Sta n. Val St<> 0 0 296.08 aan.k Sta: Left 298 l<>ght J26 46 oa of Culvert • 4 num• 50 £lev Sta El~v n•s .67 '.2 n 7775 7755 66 93 7751 11 77]9 35 111.4 n-:n 57 132 82 7726 24 n~s .o7 7715 <19.16 7714 OS 7707 .lJ 308.47 7706 08 317 57 770:1 65 7702.65 7711. Bl lH 6 77JJ '9 7725 7730 4<0' 68 7745 50]' t2 7750 n V~l Sta Sta El~v :• H H5 ·J" J; 76 1;:0-1 :l4 '17~5 77<0 n Val 328.~6 Lengtha L~ft 82' 29 Chan.nel 8J '96 Right 8] 7) CllLV£RT R!V£R REACH Reach ~1 Sab1n0 Canyc-n ~s, 4&Js !NPllT Oescnpt>c;n, Culvert J4 Gcat H1ll Read Dlstance f~om Upstream XS • 28 Dec~IRCacl"'ay lolldth 25 lolen coeftlClent 2 o Upstream oeck/Road,.ay CC<.·n:llnates Sta H> Co:rd Lc Ccnl 30'17706 077 Sta li> Co:rd Lc co~d JH7707.577 Upstre~m 8ndge c~oss secuon Data ;o Stdt>on £1evat1cn Data nu 7 5 13] 17 101i.5B 77:<-:'.78 159.87 ::15 o2 7710 <74 -~ J07_J5 7702 68 JOB J J:3_:J9 7701.71 3H <::0 J1s s1 110< o6 l2l 73 340.2~ /7G3 47 369 09 433 47 n:;o 439 JS 499 79 7730 SSt 51 627 13 7740 633 Jl Hann1ng'o n. Values Sta n. Val "' 1 36 770~.85 Sta H1 c~rd Lc Cc·rd 3 <• 77 oa 01~ ~4 num• n Val 0 ]}! '" 36 Co~cl £lev 7775' 67 7755 77]6.0:l 7725 77o4 at 7702 ~9 7701 75 7702 .n 7706 ve Plcw num• Sta L Sta ~ Elev Permanent 0 306 H 7701.52 321.85 679 21 7704.57 ' ' \!pat ream Embankment s1cle ~k~• Oownst~~~m Embankment Slde slc~e 1 no~u 0 horn 'o 1 u veruc~l to 0 ver,cal Page 18 of 34 Ma>ll"'~Y des1gn Spllh·ay height used 1n destgn Wen crest shao:e Number of Culverts - flew - 95 Bread Crested 1 Sha~e R1se Span Arch 3.9167 5 9167 FHWA Chart • 41· Arch; Corrugated metal Ff/WA Scale ~ 1 90 Degree head,.all Solut1on Cntena- H1ghest U.S. EG Culvert Upstrm DlSt Length Tcp n Bcnom n 2B 2B 024 0:11 Upstream ~levat 10n • 7702,66 Culvert Name CULV~RTU ;J.ownstream Elevat10fl. 7"101.69 Centerl1ne Statlon Depth Bloclve no" Sta L Sta R Elev 0 306.16 770~ 5:2 3:2'1.85 679.21 7704.57 n Val o Lengths Sta 111 3,; Sta .<6. 96 76 l7 1]4 SJ 16) ~5 .iat 34 309 94 JH .9 J:n 69 386 la 448.16 572.8 664.45 Elev ~775 7750 7735 7721 94 770) 5] 7701 92 7701 75 7702 u 7707 72 7722 42 77JB 27 7750 St~ ~leV 36.66 7770 86 66 7745 HI 5 7'110 178 53 17:<0 2R7 08 7702 3' 311 7701.7< )16 09"170l.lt J2i 92 7702 81 396 J5 7710 454 !I 7725 584 63 7'1l0 667 05 7750 11 n Val o Left channel :!31 ] ]08 .04 Rtght '12 Cceft Contr ]!~' a>: pan ' Permaneot F CROSS SECTION RIVER, R~ach ~~ REACH· Sab1nc; Canyon INPUT oescnpt>on Statton Elevauon Sta Elev 0 7770 108 .] 7750 158.84 7727 71 2'18 .81 77l.O 140.05 "1695 482.H 7690.26 593.92 7715 741.36 77l4.ll 798.68 7755 :.etc Js• 73 4620 Data St~ Elev 1l.l6 7765.57 118.84 119.6 262 CS 7706 OJ 354.73 7690 507.J.S 7695 6:5.78 7720 7~}.~ 7735 Mann1ng•s n Values Sta n Val Sta 0 055 354 '7l eank Sea, RS. Rlght os.n n Val 04 " su Elev 18 87 7765 129.64 7740 :il7.91 77:20 309.86 7705.74 J59.17 n8a.u 5<~ 6J 7700 1;}"1. 88 77:25 759 ~E 7740 ~] Sta n val B 97 "' Lengths' Left Channel 21L67 217.6 Sta ~lev 6} 11 7760 140 67 77]5 223 87 7719 22 l l l 84 7705 438 97 '089 l l 550 45 7705 E50 61 77;n 8 772.H 7745 R1ght 172 7 89 151 2H J25 464 '"09 9R B3 41 II 57:2 4] 675 95 785 .6 Ccetf Ccntr ' Elev 7"155 77)0 771.5 7700 7690 7710 77]0 7700 a>: pan ; CROSS SECTION RIVER REACH Reach U SablflG Canyon INPUT oesc:nption SL~tlon Elevancn Sta Elev 0 7795 40.9 7765 lll '6:J 169.54 242.41 169.74 7E"l9 15 470 03 7690 576 ·~ "1710 7ll. .1l RS, 4610 numOata Sta E:ev 5.37 7790 7760 59 ~· 120 ;;: 7737.04 183 87 7715 256 9~ 7690 H.i H 7679.16 496 OJ 7694 66 60:1 15 7715 7740 Mann>ng's n "/~lues Sea n Val Sta 0 Q 289.2:2 numn Val 0 Bank Sta Lengrho Lett :;.s9 :n Plghr JE8 H CROSS SECTION RIVER· Reach U REACH SablnC Canyon n '" ~lev J9t H -1% 8~ 6:>9 ;oa 75J.O 7775 7';55 77]5 7'10 7685 7EBO 7E95 7720 7745 "' n Val 0 O< 72 05 Lit .3l 1>8.H :i7i.O Jta 74 Left Channel 84.94 10~ :i.7 Sta Elev 31.8 7771.04 8':.' 5 7750 HJ. 05 7730 <13 87 7~G5 ~B6 H 76BO 4J1 BS '1685 5:S 9} 7700 £69 53 7725 762 97 7750 R'ght \JE H Sta ~lev H.H 7770 98.0 77•5 155.37 77'25 <28 12 7700 289.n 7679 oa 45< 78 7E96 4J 5~5 44 J'"i05 687 64 7"1)0 772 oe 775~ Ccefl Ccncr ' Expn ; Rs, r Cceff1L1ent 3.1 Upstream Deck/Rc:ad,.ay ccord1nares num• J R•••-W0 7684 67 R•••~N~~N 358.96 7677.49 Upstream Bndge cress s~cuon Data Statlcn Elevaucn Data num• St~ £lev Ha Elev 0 ono Ea 07 7745 7725 7700 7680 7675 7696.2E 7715 :295 5! 410.43 550.: 674 59 727.H c-65 7740 7720 7695 7677 25 7690 7700 77:5 55 77)5 Manmng's n Values Sta n Val Sta 0 0 ;20.)8 n Val 0 1<6 199 273 372 564 671 L1 39 02 OJ 65 n H.l7 81. B l~D 91 •n n 714 52 7731.01 aank Sta: Lett RI:pan Codt Contr ; Jn~ftectlve Permanent Do.,nstrearn oeck/Rcadway Coordinates num• J Sta H1 cord ~c Cord Sta Ho Ccrd 215.54 7676.7 ~8].59 7677 Cross Section Dat.~ Oata 3< Sta Elev Sta Elev 14.54 7740 ~2.87 77)7.04 76 }7 7720 ~1 .• 6 7715 155.7 7695 170.3 7690 2H 62 7690 220.54 7676 7 ll2 77 7675 J4J.l8 7680 H4 36 "1700 47:1.1 7700.95 588 '17 7"1!'1.79 Do,.nsrream Bndge Stat1cn Elevatlcn Sta Uev 0 7745 60 71 7725 IJ8 38 7700 197 99 7695 :297 12 "1672.66 415 Sl 7695 559.8 7710 Manmng" e n Values Sta n va: Sta 0 055 245.65 sank Sta, Left L45.65 Ineffecnv~ Hght n Val 04 Sta n Jl2. 77 Ccett Cont.r St• H> Cord 343 7676 21 3ta a s6 106 ll 1"16 .15 245 65 )67. 52 480 29 Elev 1135 7710 7688.3 76"15 7685 7701 ')8 ~c Cord Std Elev 44.12 "1730 1:21.7< 7705 197.62 7695 ~· 283.59 7671 97 J 01 J 9 76 ~a 508.86 7705 Val "" 31L.7~ nc·" Sta R Elev L78.04 "IP6 45 588.47 7676.45 St~ L 0 :189 04 Cord ~o ' Permanent ' Upn~eam Embankme~t s;de slope Downstream £mbankme~t S>de slope Ma>:lmum al]o,.able submergence fc·r ,.eir flow • 0 hcnz 0 honz 95 to : o ven1cal ~~ 1 0 vert1cal Elevauon at wh>ch wen llc·w begws Energy head Splllw~y ~~lr JS""" :.n Splllway design he1ght used 'n design Broad Crested crest shape Number o! Culv~ns Culvert Name C::!LVERHJ • sha~e RISe Span Arch # 4;. Arch; Corrugated metal PHWA scah ~ l 90 Degree nead .. all F~Ion Elevatlon Sta Elev 0 7745 60 7l 7725 1J8 JS 7700 1n 99 16ss 297 12 7672.66 415.53 7695 559.8 77:0 Downstream of Culven ~ J Data nurn~ 32 Sta lnev StJ. Elev H.St 77t0 n.S? 7737.04 76.37 77:20 91.:26 7715 155.7 7695 PO.J 7690 <14.62 76so ns.s• 7676 _, 312.77 7675 34J. 38 7080 H4.36 7700 47:1.3 770].95 5Sa.n 77:t.79 Mann,ng• s n values Sta n Val Sta 0 .055 245 65 num~ sank St•, Left R>ght 245.65 312-77 rneUect!Ve Flow Sta L Sta ~ Elev 0 278.04 7676 45 239.04 588.47 7676 45 Lengt:>s n llaJ .04 Sta 312 77 28 106 176 245 367 t80 Sta 56 13 15 65 52 29 E:ev 7735 7710 7688 _] 7615 7605 7701.98 Sta Elev u 32 7730 l.l1 '72 7705 197.62 7685.06 283 59 767!.87 Hl 39 7690 508.H 7705 n Val 045 Left Channel 96 17 126 79 Rlght 150 79 Ccef! c'"ntr Permanent f CROSS SECI"!ON RIVER, Redell #1 REACH Sab>no Canyon RS · -!5SO INPUT Descnpt>on Stat>on Elevatlon Data Sta Elev Sta Elev 0 7760 12 16 7755 76.H 77>7.04 82 27 7735 uo 72 ?7Is 156.n 7710 221.53 7690 237.94 7685 292 46 7670 306.68 7666.61 378 86 7H6.09 399.69 7670 7695 S02 ~9 7690 527 _7] 254 29 liS 9E 42~ S:J 567 l5 11ann1ng•a n values Sea n V~l sc~ 0 () 306' 68 349' 20 Hank Sta LeH ]06 .68 R>ght 349.26 95-~S !7] 3] nurnn Val Elev -·14 5 .,725 !89.53 .<65.11 ]40 '1 451 78 585 2) 7700 7676 7 7f65 7690 770:? -• Sta E:ev ~7.86 77-10 1<5.15 7720 205.44 7695 21::.02 7P5 H9. :1.6 7665.66 4 77 19 7685 635-84 7701 '68 '" • ~engthS Elev 7750 7730 7105 7680 71;65 7675 7700 "' 27.55 Leh Chdnnel lH 7f B:J.Oi Fdght 167.78 Ccett Cant~ ' Expan ' CROSS SECTION RIVER' Reach #l R!:ACll Sab1no Canyon INPUT Descnpt>on StatlOn Elevatlon Sta Elev 0 7765 51 19 7745 117 02 7720 188 64 7695 no 96 7670 7655 317 19 HO 64 7665 52] 51 7690 708 01 7705 RS. 4570 Data Sta Elev 14-69 7760 7740 64 '94 130.65 7715 20J 38 7690 267.78 7667 58 35] U 7655 46; 49 76>0 5]0 47 7695 " Sta <6 92 78-24 144 4] 217 1 276.67 E1ev 7755 7735 7710 7685 7665 ]64-2 7656.53 493 .so 7675 53) 57 7697.16 Mann1ng•s n Values Sta ~ lfal St.a 0 0 106 .9] nurn~ Bani< Sta. ~e!t ]06.93 :...OngthS· Left 158.75 R1gl!t ]64.27 RIVER· Reach U R!:ACH' Sab1no Canycn INPUT Descr>pt>on, Station Elevatlon Sta El~v 0 7705 7680 58 <6 122 97 7660 171 63 7645 266 61 7650 9 n V~1 " RS. "' • Chan~~: 158 .• ; Rlgnt 160.89 CoeU Contr Expon ; 4565 Data num• Sta Elev 1(). 21 7700 72 94 7675 DS 62 7657 19 P4 OS 764]_61 L78 63 '655 '" EJ ev 7695 7670 7655 7645 7660 :;2 52 8•-< 14)- 79 185 _0) )06 8J num• n \lal .oJs Bank Sta Length5, L~tt :.;77 99 R1ght 219.10 Sta Elev )8 ' ] 7750 JOJ Sl 7725 173 78 770-J 246 J4 7675 JC6 9J 7656.78 422 91 7660 5G9. 2J 7685 690.22 7701 18 n Val 364.:07 Mann,ng's n Values Sta n Vol Sta oss H<-Sl Lett H2 5J Sta E1ev 35.15 7751 '57 91_} 77]0 158 ~8 7705 231 69 7680 :;95 -17 7f60 400 57 7056' 19 -!95 82 7680 616 67 7700 Sta «9 1s n S<;a Elev )3_ll 7£90 a9 e< 76£7.58 ]62 .53 7650 ~19 !B 7650 0 101 104 •• l Sta Ele'l 71 7685 0-1 766S 64 7649_4] 4l 7650 94 V~l o< Ch~nnel 280.48 Rlghr. :;88.65 Ccetf Ccnn ' Ex pan ; CROSS SECTION ~lVEJI REACH Reoch ~1 Sab1nc Canyon INPUT oescnpuon. Station Elevatl~·n Oata RS _ ~5oo num~ Page 21 of34 Sea 0 Elev 7690 7665 lSi 2 7640 214 lJ 7640' 40 ]64 -le 7655 182.2 Elev 7680 7655 76)0.5 ~68.6~ 7645.~2 !U.I Clev 1oa5 7660 7635 7645 7660 ~36.8] 7665 Manning's n valu~a Sea n Val Sta 0 055 167 l3 num. n v_.l OJS Sta 196.83 n val 045 Bank Sta' ~efL 167' lJ Lengths l) C~OSS RIVER REACH Sta 59 sa _Js 7I ':26 167 l3 264 78 Righc 196 '83 Sta ght 286.JJ '" Sta Elev :n '" 7c8s 96.57 7660 185-2 76]5 ~·l 78 7610 25~ 57 7600 _46 315 39 7611 '59 )73 89 7635 7660 425 09 491 4l 7685 Sta lB6.J3 Sta Elev 41 64 7680 113 56 7655 195 5< 7630 20.15 7605.46 <52- 99 7603 87 328.8 7615 ]84 75 7b40 -t37 )9 7665 7690 50] 04 sta Elev 54 89 7675 lJl 67 7650 206.65 76:;:5 <5o .74 7603 n 25'1 .2] '605 .48 310.88 7620 39t sa 7645 449.89 7670 SIS .64 7695 n val .ass Lengchs: Left Channel :23-67 ns.;o Right ns.oa Cceff Ccntr SECTION RIVER: Reach ~l REAC!t Sabino Canyon RS · -ISLO INPIJT O~scnpoon, XSEC Stacicn Elevation Sta Elev 7695 70 l 7670 150.01 76U.J3 2n 7~ 7625 278.]5 7597 18 295.:26 7537.28 llB.OJ 7599.21 355.3 7615 401.18 7540 455.~1 7665 505.01 7690 Upstream of Culvert # :2 Data num. 55 Sta E1ev Sta Elev 10.99 7690 ~~ 11 7685 96.05 7665 105 -18 7660 160.74 76-15 176 55 "l6-10 2Js 86 76~o 253 14 n1s 279 67 7595.25 ~90 89 7592.32 .lOO 44 7597.51 304 lB 7597.8 326 55 760Ln 3J4 88 7605_47 36] 74 7620 372 t6 7625 411.~9 76f5 422 94 7650 464 9-1 7670 -174 71 7675 515 6 7695 526 H 7700 Manning• s n values Elev Sta ]7 49 7680 7655 1<6 Jl '16)5 19< <9 266 02 1610 <.9~ :;:7 7592.28 )09 ;;:) 7597' 93 _;4o H 7eoe .l 055 Bank Sta, !..eft Ri<;~h<: Lengths, Left channel 278.)5 295.26 so 55 52' 81 Ineffective now numSta L Sta R Elev ~ermanent 0 ~79 JB 7597.22 F 294,6( 548.47 7597 22 Rlght 57 4:2 Coe!f Concr Expan ' ' CULV£RT R!VER, Reach #1 R£AC1L Sabino Canyon RS 4515 IN~UT Oescnptton: Culvert ~2 East Sab1no Road O>atance trom lrpstream XS ~ 5 Deck/Roadway lUdth )3 We1r Coeff•c.ent ).1 tJpstream Declght coeff Cont~ :278.35 295.26 lneffect;ve Flow numSta L Sta R Elev Permanent 0 279 .38 7597 -22 294.64 546.47 7597 22 ' n Va 19< <.9 <66 02 292 "' 309 2) 340.16 383.3 IJJ )8 484. u 536-75 Elev 7680 7655 7635 7610 1sn. 2s 7597-93 7608.25 76JO 7655 7680 7705 Sta Elev 54-27 7675 lH 44 7650 208 <1 76)0 <72.5:1 7606 6J 29].47 759<.<8 J:~ 88 7598- :J )0.11 7610 392-59 7635 4H.73 7660 494 57 7685 548.47 7710 ~ "" ' Ex pan ' Oownat~eam oeclt/Roadway Coord;nnes ' Sta Hl Cord Lo 0 7596 _65 Downstre<~m Sr.dge Station Elevadon Sta Elev o 7690 60.)7 7670 139.78 7646,]] 234.82 7625 <99.44 7597.48 319.69 7603 02 lBS.77 76H.33 t20.79 76)5 472 39 n6o 522.47 7685 573.67 7710 ccr~ Sta H> Cord !.C Cord 287 7596.65 Cross Secuon Qua Oat~h>ch ~llway des1gn Sp,.;::,.ay height used 1n des1gn wen c.-est shape Broad C~eseed Numbe~ of Culverts - 1 Culvert Name Shape R1se Span A~ch 3 9167 9<67 CULVERTIJ I'I!WA Chan ~ 41· Arch: Corru<;~ated metal FMWA scale ~ 1 90 oe9~"" head.,all Soluuon Cntena ~ H•ghest tLS. EG Culven IJpse~m Out Length '":op n Bottom n 5 )] 024 0<4 Upstream ~lev~tlon 7S92 68 Downstream Eleva~lcn Cente~llne C~OSS SECTION ~!VER· ~each to 1 G verttcal to 1 0 vertl~al • Depth BlccXed 0 £ntunce Loss Coef s EXIt l.os9 coef 1 7592-~ Station 310 95 ~l REACH· Sab1no Canyon RS 4510 INI'UT Descnpt1on, XSEC Dc,.nstrearn of Culvert ~ 2 Station Elevaucn Data num~1 s~a Ei~v St~ nev St~ Elev 0 7690 15.2 768~ 20.08 7663.38 Sta 30.4;; Elev 7690 Sta 45-54 Elev 7075 Page 23 of 34 60 )7 139 78 234.52 299 44 Jl9 69 385.77 420.79 7670 7648.)3 96 16 7660 176 45 7640 265 34 7615 )06 ]7 7591.61 35'1 .43 7605.76 395.3 7620 440 4 7645 49:.7 7670 544 07 7695 79.64 7665 l54_H 7645 250.7 7620 J02.H 759t.4a 344 lJ 7605 396 91 7615 430.01 7640 482 07 7665 SD 68 7690 76~5 7597_(8 1603.02 76H.33 7635 .,. 36 7660 522.47 7695 57).67 77lO Mann>ng•s n \lalues Sta n Val Sta 0 055 <94.54 ,,. numn Val m 319.69 1:3 19 7655 198 99 7635 :i79 93 7610 ]15 86 7591.61 367.14 7610 '103.87 7625 451.) 7650 501.48 767S 55) -6 7700 133 '2 217 294 3!8 372 -11.2 462 511 56) 54 77 19 25 56 42 66 7650 76)0 7605 7591.58 76il '68 76)0 7655 7680 7705 n Val .055 aan~ Sta: Lett R>ght Lengoha: :.efo Channel 107 29 12:i '56 294 '54 319.69 Ineffe<:tlve Flow num• 0 Sta L Sta R Elev ~ermanent R1ght Hl 49 coeU Contr ·' CROSS SECTION RIVER: Reach U REACI!: Sabono Canyon INPUT oescnptlon· Station Elevatlon Sta Elev 0 7685 69.6 7665 129' 03 7645 222.65 7625 288.59 7607.91 357.67 7596.31 395 .65 7599.59 43) 98 7632.7 505.22 7650 581.60 7675 Manning• s n Sta 0 san~ Sta RS: 4500 Data sta 6_)3 84.16 H7_04 224 _79 Jl5.H 359.38 409.7 456 67 521 07 594.85 Elev 7683.38 7660 7640 7624 '72 7605.71 7588.27 7620 76]].05 7655 7690 361.48 410.81 461 ll 536.98 608.22 Elev 7680 7655 7635 7620 7605 ?5n.2a "1621. 04 7635 7660 7685 sta Hl 66 n Val 035 Sta 369.25 n Val .055 " Sta 16 84 98 57 165_ 1) 244.05 llB.l~ Sta EleV 37.39 7675 113.67 7650 197 42 76]0 262.5 7615 )41 66 76C0 ]69' 25 7599 9] 418 09 7625 473 Bl 76'10 552 96 7665 621.67 7690 Sta Elev 54.49 7670 1le.95 7648.33 202.6 7626.9 281 61 7610 JSS 16 759LH )95 81 7600 4:i9 52 7610 496 Ia 7645 568 64 7670 Valu~s n Val 055 Left 341.66 R•gllt 369 25 Lengths Left 2hno Canyon rNPUT oescnpt>on: Station Elevation Sta EJev 7620 126.11 7595 7587 :IS~ .89 7605 291 .61 7625 4495 Data numSta Elev 25.33 7615 :69-22 7591.3) 200 7590 261.38 7610 308 24 7630 "' Mann>ng's n Values Sta n Val 0 0 Bank Sta· Lefc 175 RS· su '75 R1gho 200 J:.x~~n ' " Sta Elev 39.91 7610 175 7590 230.25 7Sn.59 269.58 761.5 ]~4. 86 7635 num• n Val 0 Sta ~00 "' 61. B 234 67 277. e: Elev 7605 7587 7595 7620 Sta EJev 96 1.2 7600 187. s 7585 213.75 "600 281.08 i6Ll.69 n val 0 Lengths: Left Channel 154.61 !28.78 Rlght 101.48 coeff Ccntr. ' Expan ' CROSS SECTION RIVER· Reach U REACH· Sab1no Canyon RS: H90 !N~UT oescript '"" Statlon Elevatlcn Sta Elev 0 7610 112 7567.5 166.99 7587.51 173.64 7605 Data Sta 69 74 liS 65 168 oa 201 76 Manmng•s n Values Sta n Val 0 0 Ban~ CROSS Sta · Left 112 Sta ll:i R>ght ll8.78 £lev 7605 7585 7590 7610 n Val LengthS " Sta Elev 92.58 7600 ll8 H 7582.32 170.08 7590 220.77 7615 Sta 1]8.78 171. H 239 61 Elev 7595 75SS 7600 7620 Sta Elev 109.7 7590 138_ 76 7587 83 17] 6l 7605 19 ~,ght Cceff Cont~. "' 101 71 ns -16 n Val 0 Left Channel 109.24 l28.5l 146.49 Expan. ' S~CTION RIVER: Reach II REACH Sab1nc Canyon IHPUT oescr•ptlon. Statlon Elevat>cr. Data num• Sta EJev Sta Elev 0 7606.84 2.4 7605 27.6 7585 ]2 59 7581.05 40.17 7569 79 40 OJ 7570 86. sJ 7580 n as 7585 :19' 3 7605 Mann>ng's n Values Sta n 'lal Sta o os5 J6.66 n Val oJ ""' "" 33 :iS 56 SJ 98 84 Sta 61.0'1 Elev 7~00 7580 7575 7590 Sta EJev 15 05 7595 )6 66 7575 61 04 7576 _]J 104 H 7595 21 40 62 Ill Sea Elev 22 7590 06 7570 .46 7575 ]2 29 7600 n Val n Cceff Contr Ex~an Page 24 of34 252.86 RIVER REJI.CH 253.96 252.06 R~ach H Sabino c:anycn I~PUT oescri~tH:.n, Station El"vat 1on Oata £ta Elev 10:< 78 107 l } 196 H '1670 7650 76}0 76;o :no o~ .,sEa :<76 J9 Jlb 51 }45 15 7~3}.9 Sta 7570 7595 76;;0 7645 Manning's n Values Sta n Val Sta 0 0'15 H'1.2l &ank Sta Left 244 2J num• " Elev Sta U'"v 55.57 7665 131.92 7640 178.7 7620 215 7600.07 255 74 7550 299.87 7555 327 74 7580 359 17 7605 76)0 39'1.52 7650 4:33.1-a 52.51 '1665. 98 7645 118.08 168.04 7625 7605 :11 Sab1nc· Cany~·n RIVEP ~D.CH ltlPL'T Descnpt1on Staocn Elevatlon 8ta El'"" 0 7HO ,5 L:J 761.5 7575 84 31 ll4 _) 7555 75'10 154. S:< 7545 190-8 no I9 7570 7595 264 17 ~ 15-59 7020 JES .71 7645 n a Bank Sta .. Data Uev Sta 11 2'1 7635 65 _2] 7610 84 '7 7573 '7 1:<2- u 7550 15E. 2 7540.38 196 6J 7550 <27 65 7575 274 36 7600 325 81 7625 no 83 nn.5s Sta 22.49 66.77 nev 7630 760~.29 7570 7545 7540 7555 7580 7605 1630 7650 90.5~ 129.49 175 66 202 D 2:)7 07 284 65 )]5 79 376 74 Sta 33.75 69. J7 98.41 137.01 164 '5 :108 H 246 12 294 H 345 66 388 H E1ev 7625 7605 7565 7540 7540 7$60 7585 7610 76)5 7655 ~~g~t Coeff Conti" H 72 106 142 Ja4 214 255 JOS 355 Sta 85 37 :)5 75 76 :lS 04 2'1 71 s~a ·val ·45 Sta 156.2 131.01 ~lght Left 137.01 1.56 Lengt.~s < n val "" Left Channel 156.78 157 _JJ 1.54 l5 Rl~ER. ~I'.ACH, Reach U Canycn Sab~nc INPUT o.. sLriptlun StatiOn El .. vatlCll Sta Elev 0 7605 7585 59 35 DO 25 7560 7545 184 95 <:08 48 7523.07 <'66 l l 7530 295.6 7550 329 87 '1572.36 365 55 7595 409.05 7620 Bank Sta· Left 201.5 RS' 4460 Data Sta Elev 11.91 7601. 5:J 67.76 7580 147 45 7556 l 190 51 75'10 215.46 7525 7530 266 6 7555 303 91 3lt 15 7575 373 97 7~00 7625 417 64 Manning's n Values Sta n Val S~a 0 0 201.5 ~1ght. numa n val " ~engths, 232.58 Elev 7600 7575 7555 75)5 75]0 75]5 7560 7580 7605 7630 1S H 78 24 172.6 196 07 2:):2 58 27) 7) 312 07 H1 n 382 59 426 09 '" n L~ft 51 107 179 206 247 288 '" :ll Elev 7590 96 H 61 67 34 7550 7525 75]0 );;6 49 ]57 52 400 H 442 79 INPlJT Descnpt10n Stat1on Elevatlcn Sta Elev 0 7600 7585 43 '96 79.47 7565 143 l4 7540 197.24 7520 26:< !7 '1516. 81 }04 .48 7540 345 27 7565 393.99 7585 460' 19 7610 M~nn>ng's Sta a~nk su · R1ght 238.42 75~5 7570 7590 7615 7640 Channel 176.67 " Right 197.19 Coeff Conti" ' Ex pan ' H50 Jata numr Sta Elev 2.1.5 7598.75 t8.1 7580 n. 15 7560 7535 159' 44 751.5 <06 -~ 75:20 <6S. 77 7545 Jl< 96 7570 355 5 7590 407 '74 7615 n1 8~ n Values n Val Sta a 197.24 Left 19'7' 24 RS. 756~ Val 232-59 14<.5 St~ Elev Js n 7595 90 45 7570 17) '95 7554 '91 201 '5 75]0 <33 89 7530.4 281.02 7540 ll9.4) 7565 349.59 7585 391.4 7610 434 :)4 7635 CROSS SECTION Rl VER Reac:h U RI'.ACH, Sab1nc :anyon Ex pan ' S~CT!CN CROSS Elev 7620 7600 7560 7536 '09 7539 88 7565 7590 7615 7640 ~alu~s Mann1ng•s n St~ RS' 4470 n Val o Lengths .. Sta Elev 28.76 7595 50 7577 69 10:1.87 7555 176.77 7530 212.27 7512.29 278.74 7S:l5 320' 53 7550 360.28 7572.36 421.94 7595 4B2 .62 7620 St3 :na.4:l St~ Elev 36.61 7594-04 56' 59 7575 11'1 87 7550 '" 179.7 75~9.17 :12818 297.26 327 .es 368.34 4l5 l9 7515 7530 7555 7575 7600 ECev )9 84 7590 bcl 78 7570 '1545 12e. 82 15;;s 187 73 :il8.42 75H 81 295 83 7535 335 2:l 7560 381 47 7580 448 16 7605 Right Co"f! C~ntr. n Val o Left Channel )75 2 )59.:12 371.7] £>cn Sta Elev 0 7£20 S:l 32 7595 7570 7S50 26B.~o '525 H9 03 7500 390 85 7501.75 443 19 75LO 489 ]J 7545 537 15 7570 566 65 7590 607 41 7CS a Sta 10.17 H 56 J:;'l J< \90 18 ~at oos Lett BanK Sta lJ 8 87 •~• a~ 30~ 9~ H'IO nurn• ~620 CIJ :!9 Elev 7610 7585 7560 7540 7515 7494 44 7505 75JO 7555 7575 7600 7E25 r.urn• n 'Jal OiS Sta 390 85 n V3l 055 7EJ.~ ~c " 75~0 81 l} 7565 7545 -,;_o 74SO 7~0J_ij~ 04< 7572 QO sn :;;e _e7 R1gMt :; ~o BS 00 Sea El~v 4ll J'i 4':1 9'1 4'i8 56 574 E< El" 46 Mannwg·s n Values Sta r. val o liS- 1-16 75 <06 17 317 )} 060 09 7~ 416 HO 9:! 507 7~ 545 Jl ;•;o 7~00 JE 7055 58< Len~ct",s BE Left Channel ]62 11 Sta ~lev 30 57 7605 95 7590 ISS 71 7555.19 2:10 97 7535 J28 69 7510 362 42 7495 4:15 55 7510 470 H 7535 516 95 7560 551 56 7590 591 JJ 7605 631 3J 7630 R>ght }f5 7] '" 41.27 108 56 159 ;> 240.43 ))8 87 )83.57 434.36 '180.05 526.72 559.7 599 27 639 26 Ccen Concr 149 1] ' CROSS SECTION Slev 7600 7575 7555 7530 7505 7500 7515 7540 7565 7585 7610 7635 Ex pan ' R lVER Reac:h ~ l REII.CH: Sablnc Car.ycn lNPtJT D~scnptlc-n SLMIOrl Elevatl<.n :lata Sta numElev 7St; <;4_]7 7540 l14.P8 75H 65 )4~,49 ' b " ~" ;:JJ.iC 7H~ 2:9-,7 } ] f 08 391 H 441 52 Elev 7570 7545 75<'0 7500 74E'O } t 7'4 9~ 7520 75-15 7570 o 51 4l 108 lJ 148 46 193 9"J i.69 H }22 9; J8l 64 4}0 l Manning• s n 'Jalues n Val "'• Bank St~ · oo; H6 ~efe .~ HO " Sta sea E1ev l7 0 7%0 75 45 75C5 117% 7515 157 97 7495 <:<5 g' ~ 25 153 198 207 300 348 72 B 7485 7465 22 82 72 9J 74~5.18 n Values Sta n V~l 0 0 Sta 186 .OJ Ban~ Sta, Left R1gl!t 186.03 236.5~ lneftectlve Flo" Sta L Sta R £lev a B774576J 205.1 374.81 7457.72 Si. 29 7480 86 OJ 74f4. 45 00 71 745S. o~ 10 33 7460 12. oe 7475 56. EA 7500 7458.6 7470 7495 nurn. n v~l 0 '" n val 0 236.59 Lengths. o9 n 74"12.37 % 09 7457 89 04 97 7455.79 J9 "1468.27 H D2 7485 74 81 7510 e9 75 .,.,s 02 7460 05 7455 09 59 7465 97 ~460 l£5 .3 7505 \94 2DJ 23E J> no Canynn RS, 4397.5 JNPUT Descnpuon, Cu1ven #l DlStance from Upstream XS Deck/Roadway WHlth l2 We>r C~e(flc>ent 3 1 Upstre~m Deck/Road .. ay Coortllnates num3 Sta H1 Cord Lc Cord St~ H> Cord Lc Ccrd l75 7458 192 7460 UpstHam Bndge Cross 5eco>on Data Scat >On Elevauon Data Sta Elev Sea ~lev Sta Lev 0 7490 25 72 ~495 54 29 7480 H7 81 7470 186 0~ 7404.45 153.33 7465 191 16 7455.96 198.22 7455.18 :.lOO 71 7455.09 206 39 7457.46 7HO 207. 8:< "'45S. 6 210 33 JOO 01 7469. H 300.72 7470 312 OS 7475 34142 7490 H8.93 ]56 64 7500 " n Values n val Sta 0 196.03 Mann>ng·~ Sta 0 num• n Val 0 Std H1 Co~d :' o ?~sa St Elev ' '0 'E.O' 7475 7'160 L<. Ccrd ::c; 0" " E:ev "47< )7 7465 7480 7505 % 09 ~4~7 i!9 04 97 '455 .l9 71 39 "1469 .27 ]4 02 '485 74 s1 75;o Sta Elev 7470 J7l OJ 7459 8 187 99 7454.62 1J0.9: "1454.69 19J ,., 7'155 :<9 269 l 7470 ]20 <4 7495 ]7~ 05 ~52D Sta Elev 109 85 74E9 ~7 186 26 '455 ]7 JaB s: '454 ss 191. 43 7t~4 7J <1<.91 7460 <81.7 7475 }37 l7 7500 i99 8S 75<5 u " n Val 0 Std n6 59 Bank Sta Left l<>ght 186. OJ 236.59 Flow numSc~ ~ Sta R Elev Permanent 0 1.97 7457.6:! 205.1 374 Bl. 7457.72 .tnel~ectl"le Downstream Deck/Roadway Ccord1naces ' Sta H> Cord Lc Cord 7460 Downstream Bndge Stauon Elevauon Sta ~lev 0 7495 U9 88 7465 186 65 7455. OJ. 199 16 HS~. 54 192 59 7454.96 231 06 7465 293.-ll 74SO J47 98 7505 Sta H1 C~rd Lc 7460 215 ~crd Croas Secocn Data Data 40 Sta E1Ev Sta Elev 32.71 7480 66 94 7475 148.17 74EO.L' 158.69 7HO 197 .• 7454 68 187.55 7454 67 189.9] 7454.54 1.90.45 7454 < 193.09 7455 04 192.9 7454 ~s 2E4.58 7409 lJ 240.56 7467 45 304 .49 7495 315.3 7490 359.45 7510 369.85 7515 Mann>ng•s n Values S~a n "J~l Sta o 055 173.03 num• n val OJ2 n; £ta 91 Le~t R>ght Coeff Contr 173.03 212. 61 flLlw numSta L Sta R £lev Permanent 0 tal.H H59.01 195.74 ]68 99 7459.01 Bani< Sta lnef(ectlV~ 10< 09 n val Of Ex pan ' ' ' Upstream ~mt>ankment s1de s:ope Do,.nstream ~mbankmenc S>de slo~e Ma>t1mum al1o,.able SC!bme~gence fc~ "'~lr Elavauon dt wh>c:h wen flow begl~S Energy head ".>sed :n splll,.ay de919n Spl1hoay he>ght used 1n descgn we>r crest shape Number d Culverts • Culvert Name Cl!~VERn1 0 hcnz tc 0 v~ruc~l Q vertlc~1 I Span ' FHWA Charr. # 41· Arch; Ccr::-ugated metal FHIcns Sta Sta 187.9 \92 DeFth Blcc<.e:l -~ Entr~nc~ Loss Ccef s ~xH CROS£ SECTION Page 27 of34 Less Ccef 1 ~EACH· Sab1no Canyon ~s. 4395 INPUT Oescnpt>onc XSEC Oownst~eam St~tlon D~ta ~Jevat1on St~ 0 129.98 186.65 lB9.l.6 192 59 2"31 06 293.41 347.99 Elev 7465 7'165 7'155.01 7454.54 7454.96 7465 HBO 7505 Culvert~ of '10 Sta J2,7l l4S.l.7 :te7.2 1B9.9J 192.9 2t0 56 304 49 358.45 Elev 7480 7'160.13 7'154.69 7454.54 7454.95 7467 45 7485 7510 /'!ann1n9's n Values St~ n Val Sta 0 ~55 17}.03 SU Elev 00.84 7475 159.69 7HO 197 55 7454.67 45 7454.6 193 09 7455 04 ~('1.58 7468.13 31~ 3 7490 ]69.85 7515 no Sea l-06.69 Sta 109_ 95 \86 .~8 188 51 191.43 2ll 81 187.99 B0-92 19).27 269 _l Elev 7470 H59.0 7454 62 7454_69 7455.29 7470 326 "' 379. OS 7520 Elev 7469 87 7455' }7 7454 55 745-1.7] 7460 ;l9l. 7 7475 337 17 7500 Jas. B9 75<5 Coeff Con~r ~73.03 74~5 num• n "Jal 0:)2 Sea 212-81 n Val " Bank Sta Left R1ght Leng<;hs Left Channel l73.0J 2LI.Sl 51 62.:< lneffecuve Flow num~ St~ L Sta II Elev P~rmanent 0 183.66 7~59 OJ F l%.74 38B a9 7459 01 R1ght 72.95 ' CIIOSS SECTION !liVER, !leach U II.:Al:H SaD1nc Canyon Descnpuon Stauon Elevation Sta Elev 0 7480 149 45 7459.16 196 06 7455 275 75 H70 J3) 97 7495 388 88 7520 456 57 7545 Dat~ ~0 193 216 297 l44 400 Sta Elev 91 747~ 05 7457_);_ 44 7460 26 78 .OS Mann1n9' • n Values Sta n Val Sta o 055 lQ}_Gs num• n Val OJ< Bank Sta Len9th~ C~OSS Lefr 183.05 llght )48_08 Elev 7460 745}.H 74H.ll 7490 751~ "1540 Ex par, SECTION U'IER, RF.ACH· ~~~~ch ~ ~1 •C·>nc Canyon, Stat1on Elevauon Sta Elev 0 7540 66 18 7515 106.26 7490 HS.25 7465 196-54 7450 287.65 '450 )86- 96 7470 442.59 7495 Da<;a Sta ll- 99 74 14 "Sta Elev 113.93 154-;; 209 71 ll"- J5 -104 7} 452 Elev 7535 7510 74d5 7460 7445 7455 7475 7500 Mann>ng•s n '-/~lues Sta n V~] Sta 0 005 209.71 num• n Val 035 B~nk Lengths· Left channel 159.8 158 36 5ta: Lefc 209 71 R1gllt 246 _21 19 7~10 B:i 04 121 7] 7505 7480 7455 26 !65 224 329 4H HO ]] 7< 7Hl-87 27 69 16 Sta on St~tlon Elev~uon Sta 0 ss 78 145 9S 209 07 193 99 Elev 7500 7475 7450 7H0 7455 OJ 74~0 411.27 7505 ]7] Cara Manl!lng•s n Values Sta n Val Sta () 0 IS0-69 Bank Sta ~efL ISO 69 }:; num• St~ Elev ll 06 7495 72 27 ''170 169.03 7445 22<.45 7H2.7} J1l. 9 7460 }82 3~ HS5 418. :n 7510 numn Val £lev 7<90 19 7465 ISO 69 7-142.31 239 ~ 7445 3:/9 47 7H5 391 4S 7490 4L5 _J3 751'0 ss _cs 0<> JS. lOO 190 27J 344 399 St~ 16 122 139 276 ]61 404 07 4J 8:) 98 86 .,, ~.ev 99 7HO 74 74SO <6 7438 0~ 4: 7450 <4 J:: ~470 b9 7500 n val 0 Lengths R1ghno Canycn 5000 4990 4990 4970 .045 0 "' ·J55 os~ Page 28 of 34 Sabtno Sabtno Sabtno Sabwo Sab>no Sabtno Sabino Sabtno Sabtno Sabtno Sabwo Sabino Sabtno Sabtno Sab>no Sabtno Sab>no Sabtno Sabtno Sabtno Sabwo Sab>no Sabtno Sablno Sab>no Sabtno Sab1nc SabHlO Sab•no Sab•no Sab>no Sab1no Sab•no Sab1no Sab1no Sab1no Sabtno Sabtno Sabtno Sabtno Sabtno Sabtno Sabt no Sabtnc Sabtno Sabwo Sab>no Sab>no Sabtno Sab1no Sab1no Sab>no Sab1no Sabtno Sabtno Sabino Sabino Sabino Sabt no Sabt no Sab> no Sabtno Sab>no Sab>no Sabtno Sabtno Sabtno Sabtno Sabtno Sab•nc Sab1no Sab1no Sabno Sabtno Sab•no Sabtno Sab1nc SaM no Canycn Canywn Car:yc,-, CanyC·n Canyon Canyon Canyon Canyon canyon Canycn Canyon C~nyon Canyon Canyon Canyon Canyon Canyon Canyon CJnycn Canycn Canyon Canycn Canycn Canyon Canycn Canyon Canycn Canyon Canyon Canyon Canyon Canyc:n Canyon Canyon Canycn Canyon Canycn Canyon Canycn Canyon Canycn Canycn Canyon Canyon Canyon Cany0n Canyon Canyon Canycn Canyon Canyc·n Canyon Canyc•n Canyon Canyon Canycn Canyon Canyon Canyon Canyon Canyon Canyon Canycn Canycn Canycn Canyon Canyon Canycn Canyon Canyon Canyon Canycn Canycn Canyon Canyon Canyon Canyon Canyon 4955 .013 045 OD .045 ~950 4949 4948 43'1C t9JO 4925 4920 4910 4900 4890 4885 4880 i870 (860 4855 4850 4840 4830 48:15 4820 H10 4800 4790 4780 4775 4770 4765 '1760 4750 4745 4740 4730 4725 4720 010 '1705 5 4701 4690 4680 4675 4670 4640 46J5 46JO '1620 4610 4600 4595 4590 4580 4570 4565 4560 4550 4540 4530 4520 4515 4510 4500 4495 4490 4485 4480 4470 4460 H50 4440 H]O 4420 4410 4400 4397 4395 4390 Culven .on "" OD 045 055 055 " Culven . OlJ .055 Culven Culven Culven OD OD .O!J Culvert " . 045 . 045 Culve:rt Culven Culven Culven Culvert . 045 " Culver< o;; 0 m m u~5 o;; m . 055 o;; o;; o;; ~}~ 0]5 035 Culvert . 055 >;; ,.," . 055 "" "" o;; m 035 0 >;; O<; "" 0 )55 . 055 OJ5 " Culven >;; 055 >;; ~380 "'"' 012 OJ< """ 4370 .055 SUMI'IARY OF REJICH LENGTHS RlV!H Reach U Reach Sab• no Sabtno Sabwo Sabtnc Sabtno Sablno SaO> no Sablno S~btno Sabwo Sab>no S~blno Sab100 Sab>no Sablno S~btno Sabtno Sabtno SablM Sabtno S~blno Sab>nc SabJno Salllno S~b1no Sab> no Canyon Canyon Canyon Canyon Canyon Canyon Canycn Canyon Canyon Canycn Canyon Canycn Canyon Canycn Canyon Canyon Canycn Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Left 5000 4990 4980 4970 4955 4950 ~949 4948 4940 49JO '1925 49<0 49!0 4900 4890 4885 4880 4870 4860 4855 4850 4840 48.10 4825 4 ~-0 4810 280 n 259 ?] 195.74 109.28 48_65 44_18 Culven 100 o:; 183 11 3~' 99 Channel .no Sab>no Sab1no Sab1no Sab1no Sab1no Sab1no Sabno Sab1no Sab1no Sablllo Sab1no Sab1no Sab>no Sabtno Sab>no Sabtno Sabtno Sabtno Sabtno Sab1no Sabtno Sab1no Sab1no Sabtno ;abtno ~a01110 Sab1no Sab1no Sab1no Sab>no Sab1no Sabtno Sabino SiHllno Sabino Sabino Sab1no Sab1no Sabtno Sabtno Sab1no Sab1no Sab•no Sab1no Sab1no Sab1no Sabtno Sabino Sab1no Sabino Sab1no Sab•no 88.46 110 34 ns 48 74 J1 11)% Ill 78 152.22 178 .l 116.9< 36.73 Culverc 50 .t5 :45 t6 17:1 24 125 62 175.18 lD.ll 4] '9 85.) 4800 4790 C~nyon 4725 Culv~rt: Canyon Canyon 4720 66.79 58.79 Culverc 54 :6 147 a6 72H C'.Jlveo: H8 52 82 29 c~nyon Canyon Canyon C<>nyon Canyon Canyon Canyc.;n canyon Canyon canyon Canyon Canyon Cany<>n Canye>n Canyon canyon canyon Canycn Canyon canyon Canyon Cany~n Canyon canyon canycn canyon Canyon canyon canyon canyon Canyon canyon canyon canyon Canyon Canyon canyon canyon Canyon canyon Canyon canyon 4780 4775 4770 4765 4760 4750 t745 '1740 4730 4710 4705 4 701 H90 4680 4675 4670 4640 4635 H30 1020 4610 HOO 4595 45 57 ]9 ~8 3S 28 4l 38 E4. 9 67.)5 32.89 Sl JS 53 49 tl 45 l48 .4 83 9E :10.22 83. 7) Bl.l JOB. 04 217' 6 lOS :17 :s. 8] 4480 }75' 2 365.73 234. 8J 120.24 97.41 -14 53 s " ' 4<2 .01 159 8 121.8 4370 EX~ANSION " 150 79 167 "."8 160 89 28B 65 ::47 65 1;:: 38 )47 95 )7~ 125 76 52 81 135 08 57 4:1 12) 19] J.2S 128 :lSJ H1 Hl 49 168 97 10148 146 49 252 06 117 21 lS-i JS 197 19 371 T) 348 ll 199 76 H4 02 ].2 34 65 32 56 78 78 53 .lb 71 157 3] l7E 67 )59 22 362 91 26] .29 HJ.6:1 49.85 50.74 'l) 6:i. 2 3E7 as 158 J6 1<4. )8 7< 85 Jt8 08 lJO 15 :18 9B COEFFICIENTS Comr 5000 4990 4980 -1970 495'0 4950 4949 4H8 4940 4930 -!925 26.7 126.79 193 07 !Sa 29 280.-19 23-1 04 135 09 312.42 172.1 1]£ 16 Culve<~ neo Reach Canyon C»nyon Canyon Canyon ca,tyen canyon Canycn canyon canyon Canyon canyon canyon canyon Canyon Canyon Canyon canyon Canyon S~b>no canyun Sab1no canyon Sab1no canyon Sab•no canyon Sabtno Canyc~ Sal:1nc Canyo~ s~blnc canyon Sal:1nc canyon Sablno Canyon Sab1nc Canyon Sab>no Canyon S~b1no Canyon Sab>no Canyon Sab1no Canyon Sabtno Canyon Sab1n0 CariyDn Sabtno Canyon Sab1no Canycn Sabine Canyon Sabwc canyon Sab•no canyon Sab1no Canycn Sabine Canyon Sab1 no Canyon Sabtnc canyon Sab1nc canyon Sab;no canyon Sab1nc Canyon S~tnno C"anycn Sab1no Canyon tO 63 25 79 216 .~· ~4 94 CulverC 96 17 l.99. 74 J.S8 75 277 99 187 lJ 108 % 336 24 121 67 56 55 CulverC 107 29 2U 29 154 64 109 24 252 66 147 56 156 78 142 .5 45BO 4570 4565 4560 4550 4540 4530 4520 4515 4510 4500 4495 4490 HS5 4470 H60 HSO 4440 H30 4420 HlO 4400 4397 4395 4390 l38:B Culv~H 45~0 SUMMARY Of CONTRACTION AND l!;vero Reach ~l Sab1no Sao;no Sab1no Sablno Sab>no Sabtno Sabino Sabwo Sab>no Sab>no Sabwo Sab>no Sab1no SabHlO Sab1no Sab1no Sab1no Sablno !28' l 185.19 180.71 Canyon Canyon Canyon Canyon Canycn Canyon Canyon Canyon Canyon Canycn Canyon hpan ·' ' Culvert C"ulv~n 4920 4910 4900 4890 4885 4680 4870 4860 Culvert 4855 Culvert 48,0 4840 48)0 4825 Culven ·' 48~0 4810 -!800 4790 4780 Culv~rt 4770 476~ 060 4750 4745 4740 4730 4725 4720 4710 4705.5 4701 4690 Culv"rt Culv~n Culvert Culven 4670 4640 4635 Culv~n ·' Page 30 of 34 Satl!no Sab1no Sab1no Sabino Sab1no Sab1no Sab1no Sab1no Sab1no Sabn1o Sab>no Sab1no Sabino Sab1no Sabino Sab1no Sab1no Sabino Sab1no Sab1no Sabino Sab1no Sab1no Sab1no Sab1no Sabino Sabino Sabino Sab1no Sab1no Sab1no Sab1no Sab1no Sab1no Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canycn Canyon Canyon Canyon Canyon Canyon Canyon Proflle Oucpu~ 40]0 4010 4610 4600 4~95 4590 4580 4570 4565 4560 4550 4540 45]0 4520 4515 4510 4500 4495 H90 44B5 H80 4470 ~anyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon .J l .1 , ' Culvert , Culver" ' 4'160 H50 4440 44]0 44~0 4410 4400 4397.5 Culvert 4395 Table Reach 4:l90 .l 4380 070 1 Scandard Table l Profile 0 Tot~l MinCh C:l \CfS) \It) oo ll} 7976 07 "J976 07 ~.S Elev (fLJ Cnc "S E.G. Elev lftJ Vel Chnl (f~/SJ 797B 3~ "J979 58 7978-96 7980.47 0.030609 0' 0:26:283 7956 03 7957 o:; 7956 OJ 7957 0] 7~50 "l95"l 70 0 01G66l 0 .00520< 7941 2l 794< .:<1 "1941 7< 7943 00 0 .OOJ"l5< 0.002960 7ne eo o. 031076 "1929 "Ji3 0 023:254 5000 5000 Pre-Fire Post-Fne :n oo Sabino Canyon Sabwo Canyon 4990 4990 Pre-Fne Post- F1 re 113 12< .oo oo Sabono Canycn Sablno Canyon 4980 49BO Pre-F•n• Post-Fne 11J oo J<< 00 7939.00 7939.00 Sab•no Canyon Sabino Canyon 4970 4970 Pre-Fire Post-F>re 11J 3:22 oo oo 7927 2: Sabino Canyon Sab1no Canyon 4955 4955 Pre-F>re Pcsc·FI 7921 94 7921 .01 Sab1no Canyon Sab1no Canyon 4950 4950 Pre-F1re Post-Fne 113 OQ :J22 oo ")915 09 7915.09 7920 69 7911 68 "J916 51 7911 83 7928.50 7929 2:J Sab1nc Canyon 4949 Sab>no Canyon Sab1no Canyon 4948 494B Pre-F1re Poec-Fue )22 Sab1no C<>nyon Sab1no Canyon 4940 Pre- F1 re Post-F>re 1l:l 122 oo 4940 oo 7907 29 7907 29 7909 49 ")910. 62 7909 ~9 7910 O< SabuiO Canyc1 Sab•no Canyon 4930 4930 Pre-Fue Post- F1re 129 )69' oo oo 7885 96 7S65 96 eo 789] 54 7SB7 59 "1BB9. 78 S<>buio canyon 4925 Sabino Canyon sabine Canyon tno 7866 86 "1886 79 4920 Sloo>e (ft/ftl £G. 7978 _)") 7979. SB Sab1no Canyon Sabono Canyon 7~27.n \ft) 52 0 03lS09 0.025540 7920 72 nn ;7 a ao0274 1916 45 7918 )0 0 032116 0 0~74:JJ 7910 05 79!1.51 0.022209 0.00006~ Culven ll} oo oo 7715 70 79: ") ">dth IS 9l 24 25 7} 27 77 H 36 24 15 sa , "' " '" " .' "'" B7 99 46 40 ]Q 0 " ]7 40 l7 19 41 45 ]5 19 04 :J2 12 1.02 76 91 H7 90 24 69 69 "J8 0 0. 99 u 0 " 10-96 18.]9 18 79 . , l:J 17 07 20 OS 0 002469 0 " 005!71 0. ]7 Culvert Pa-F.re Post-F>re Post-Fae 129 oo ]69 00 7869 05 7869 0~ 78"11 9B 7873 58 7S12 76 "J874 63 0 032417 0 027006 1B .20 44 92 11 S7 21 4S Sab1no Canyon Sab>no Canyon 4890 4890 Pre-Fae i29 oo 369.00 7860 00 7860 00 Sab>no Canyon 4B85 Sab1n0 C~nyon S3b>nO Canyon 4880 Pre-Fne 4B80 Post·E'ire l29 )69 oo oo 7859:17 7859 :;:; S<>b•no Canyon Sab1no Canyon 4870 4670 Pa· F1re POst-Ftre 129 169 oo oo 78~1 00 7851 00 :;oabu>O Canyon Sabino Canyon 4860 4860 Pre·FlH Post-Fire l29 ]09 oo SarHnc Canyon 4805 Sab>no Canyon Sab1n0 Canycn 4850 4S50 Pre- F1 re Pcst-Fue Sabine Canyon Sabino Canyon 4940 48t0 Pre-Ftre Pcsc·FlnO Canyon Eab>no Canycn 4B30 Pre-F1n• Post·F>re Pos~·Fne "J862 18 7864 .25 ?B63 94 7868 4E 003002 00125B oo 7861 60 "J86] 75 7861 60 "1363 75 7662 55 7864 :JE 0 0]}5~· 0. 016038 7851 98 7856 :l4 ")~55 03 7S57 79 0 030200 0 GJ2HO 11 EB 11 49 65 58 Culvert ' . 6. l6 H 49 SB 83 :o 24 0. ]L 09 51 0.20 784] ")7 7845. 9B 78H .J7 7852 39 0 00)557 0 000903 '" ' '" }6 ll 12:2 02 "184: 00 784! 00 78'13 60 78<5 9E 7841 60 7840 go 7SH b~ 7847 24 0 0]6576 030978 15 76 40 O"J 7 H 16.11 "J829 J] 0 21 10 019571 '" '" ., 18' 50 44 25 0 003958 000889 '2.47" .."' \7 0.24 15 70 JB 07 "J852 :24 7SH 0.)] 9.45 Sno Canyon Sablllo Canyon 4810 Pre-Fne POSt-Fire 129 ]69' ao oo 7801 :J 4810 o. :l7 ss 49;0 tB30 1.01 "' ~ Sab1no Canyon Sablllo Canyon 4910 1.01 0.6:J 0 030485 o. Frcude # Chl (ft-j 78]0 23 7Bl7 9l 7819 .4] 029~7\ Culven "JBQ1 ;J 7814 lB "181< ")815 8) 781S Bl 7915 l ] 7816 84 0 027441 0 0~1612 "J803 94 7805 4l 780] 94 7805 il 7804 65 7806 50 023556 020497 JB Page 31 of 34 6. ll " ' ., a Ja S< 92 u; 34 SB% 1B .67 45 76 :4 35 22.04 18 98 ll.43 20 51 44 0] 0 " 0. !!9 S~bHlO C~nyon 4800 4800 he- n:-e Canyon Sab1no Canyon Sabino C~nyon 4790 4790 Pre-n~e Sabino Canyon sab>no Canyon 4780 4780 Pre-Fl~e Satnno Canyon 4775 Sab>no Canyon SabHlO Canyon 4770 4770 Pre·Fne Sab>no Canyon Sabino Canyon 4765 4765 Pre-Fne Sabwo Canyon S~b1no Canyon Sabino Canyon Sabino Canyon S~b>no 'J784 .09 7784 .09 7786.65 7787-99 7786 .65 77S7 99 7787.25 ~7S8 _56 0 Ol2l6S 0.016174 127 00 39S .00 777') 01 77'l7 Ol 7779.62 77SO 83 7779 62 7780 83 'J'J80. 15 7781 49 a. D:J706t a OH426 127 '00 39S. 00 7765 57 7'J65' 57 7770.09 7772.52 7767 30 7769 03 7770 18 7772 64 0 000648 o no096'l 127 00 395 00 7762 l6 ')762 16 77H.1S 7765.65 'l764 lS 7"165 65 ~ost-Fae 121 oa 395 00 7'J54 7754 'J756 84 7758 30 7756 84 7758 JO 7757 49 7759 )] 0 018:135 0 015689 4760 4760 Pre-Fne Posc-Fne 127 00 395 oo ')740 23 7740 21 ')')4] 7'J41 94 18 7741 94 7743 38 "1742 .57 7744 45 0 0231SS 0 020006 4750 4750 Pre·Fne Post·FHe 127 OG 395' 00 77l0 73 7730' 71 7734 69 7738 1E 7732 63 'J7J4 60 ~osr-F>~e Post -F>f" PosC·f">re Post-~ae l1 ll Sab1no Canyon 4745 4740 4740 Pre-F1re Post·F1re 127 00 395 00 7729 32 7'))2 40 7729 32 7733 :s Sabwo canyon Sabino Canyon 4730 4710 Pre-~ne ,27 00 395 00 77<6 52 ')726 52 77:J2 n 77]) 45 Sab1nc Canyon 4 72 5 Sab>no Canyon Sab1no Canyon 47<0 4720 Pre- F>re f>ost-F>re 127 00 395 00 7726 01 7726 01 77]1 23 sabu'lo Canyon Sab1no Canyon 4710 4710 Pre-F>re Post·f"He 127 00 395 00 ')7<4 86 Sab>no Canyon 4705 5 4701 4701 6-22 "" 0 022720 00550} POSt-Fl~e _9] 7728 64 7729' 86 6! 15 21 53 H .73 51 17 lH 26 17_99 70. Si 6 47 " 17 'J2 51 68 1' 01 o.n '" a. sa 0.21 0 24 l l 95 68 97 15 46 24 3:J 19 84 47 69 15 7'J 22 78 l.OO '" I. Ol '" 0 OQHBO 0 Oall07 ''"" :J7 0 121.87 IS 22 4l. 91 0 H 0' <4 7")]2 57 77]] 85 0.004805 0' 014365 ' .," 38 02 59 05 24 82 30 94 "' 0.85 7732 48 7733 -19 0 oooa9J 0' 000243 '" 60 OJ 10] 31 'a "'13 1729 91 77]1 3l Q_ 000057 0 COllS5 !56 H 44 82 58 59 0 " 96 9S 180 88 36 12 97.72 O.H 0.21 J7 26 36.61 !8 58 29 05 ;:o so- 30 l7 10 26 75 87 OJ llS. 55 64 12 9'J 45 0 " O.l8 Culvert 7732 :o Canyon ." 1.45 Culvert 7724 86 7729 88 7729 l6 7731 2J 1n1 s1 7726 30 7729 89 77H n 0 000378 0- 00070] 'J726 09 'l7<-8 Ol 7726 09 7728 OJ 7726 93 7729 83 0.018948 0 014958 86 75 '" Culvert Pre·F>re Post·Fne 127 00 395 00 7' 36 10 79 Q_ 99 0 " Sab>no Canyon Sab•no Canyon 4690 4690 Pre- Fl re PCSt·Flre n'l oo 395 00 7720 19 772~ 19 7722 28 7"23 65 7"]);2 28 7723 ~5 77<2 89 77:14 61 0. 023908 0 020490 sab•no Canyon sab1no Canyon 4680 4680 Pre·F>re Post·Flre H7 00 ]98 00 77l.:J 83 77]J 8] ')719 :18 'J'Jl9. , . 7716 82 7718 ~a 7719 33 7720 us 0 OOt2S6 0.002809 Sab1n0 Canyon 4675 Sab1no canyon Sabino Canyon -1670 4670 Pre-Flr" Pest- f"l re H7 00 398 00 7713 69 7713 69 7717 95 7718 6] 7717 95 7718 ~3 7718 l< 'l719 ll o .oosna 30_ :J< 75.78 4 5 71 80 19 a _59 Sab>no Canyon Sab>no canyon 4640 HtO Pre·Flre Post-f>U' 147 00 398 00 7707 60 7709 89 7704 as ')706 78 7707 75 7710 15 a a 48.28 'l6.45 16 l9 26 05 o_ 3B Sab>no Canyon 4635 Sabu>o canyon Sabu>o Canyon 4630 4630 Pre-F•re Post-f"He 147 00 398 00 7701 74 77Ql 'J4 770] l l 7704 50 7703.31 7704.50 "1703 '93 7705' 69 022108 6.33 OI'J346 23 '23 45.42 52.61 7t .]2 1 .00 o_ 99 Sab,no Canyon Sab1no Canyon 46<0 4620 P:re·Fae Post. F• re 147 00 398 00 'Jh68 44 76B8 H 76S9 H 7689 n 7689 ]4 7689 '77 7689-57 ')690 18 0 030793 0 02168] 37 90 77 99 83.27 100 42 '0.94" Sab1no Canyon Sab>nc· Canyon 4610 4610 Pre·F1re Post-Fir" 147 00 7~7B 'l6 79 a; 7£79.62 7679' 16 7679.62 7679 40 7680 lO 0 005982 005H9 54 62 103 65 103 .01 107 20 a .46 398 00 15 7676' 15 "" '"' '' ;;'" Sab1no Canyon Sab1no Canyon 4600 HOO Pre·Fne Post-Fire l47 oc 398 00 767] 49 7673 .49 7677 97 ')678 .76 7675 68 7677.50 767') 98 7678 ''J9 0 0000>1 0 000102 302 H 394 .89 112 65 122.30 0.05 0.09 '" 's. " s .:6 '" 19 59 0' 99 1.00 ""' Culven 0 019916 0024SJ ooJ042 Jl o_ 84 0 H Culven :J .88 0 " 1.05 Sabwo Canyon 4595 Sab>no Canyon Sab>no canyon 4590 4590 Pte· Flfe 147 _QQ 7671 87 398.00 7671 87 'J6'J:J 85 7675 50 7673.85 7675 .so 1674 .,~ 7677 22 a ono Canyon Sabine Canyon '1580 4580 Pre-Fue POSt:-FHe H7 00 398' 00 7665 00 7665.00 7665 9l 7066 42 7665 91 7666 .4~ 7666 ;n 7666 96 0 02027 0.020'l0l 50 3:! 51 68 19 55 37 72 80 Sabwo Canyon Sab•no Canyon 4570 45'l0 Pre·Fne Poat-F>re H7 00 :J98 .DO 7655 00 7655. GO "1655 76 7656 55 76'>5 76 7656 .5'; 7656 l l 7656 95 0.020532 o_ 010718 11 27 78 86 45 90 94 45 Sab1no Canyon Sab1no Canyon 4565 4565 Pre·Fne Post:- F>re 147 00 398. QQ 7643 61 7643 61 7645 86 7647-01 1645.86 760. Ol 7646 46 7647 89 0. C18472 0.015855 6 ;:o 7' 55 23 71 s;: .69 20 -19 :JO H Sab>no Canyon Sab>no C<1nyon 4560 4560 Pre·F>re Pcst·F•re 165 00 490 00 7630 so 76]0 50 7633 2l 'J614- 7~ 763123 7634 _72 763J 93 76:J5 so 0.017437 a_ orss7s 24.6< 58 88 18 OJ 27' 96 sab>no Canyon Sab>nc Canyon 4550 4550 Pre-F><" Post· f1 re 7621 so 7621 50 ' '" '" 76<4 00 76~5 .~5 76<4 .00 76'-5 25 7624 60 7626 01 0 0156-17 0 011762 6.25 7-52 27 53 85 66 28.07 64 _42 Sabino Canyon Sabine Canyon iSfO 4540 Pre-F.re Post-F>re 165 00 490 00 7616 24 7616 :<4 7618.86 70 ~0- 27 7618.86 7620 ..17 7619 51 762! 30 0 .017:<61 ~- SQ 0 .01579] '" Sab>no Canyon Sab>no Canyon 4530 4530 Pre-nre Post·flre ~0 490 00 7600 46 ')600 4€ 7606 54 7608 38 'JE06 54 7608 38 7<0Q'J. 4:J 7609-52 o_ 029878 0 a2J64S Sab1nc Canyon Sab1no Canyon 4520 4520 Pte· FHe POSt·flre 165 00 490 00 88 7:< 7594 02 7595 80 759') 94 7599' 89 0 OOOJ9a 000869 Sab1no Canyon 4515 Sab>nc Canyon S<1b1no Canyon 45>0 4510 Pre-F>re PoBt · Fl re 186 oa 808 00 7591 .48 7591- 48 7514 48 75 ~8 90 75H 70 7599 46 0.002702 Sabwc Canyon sab1.no Canyon 450a '1500 Pre-Fne Pose-'' re 18~ 00 80S 00 7588.27 7588 27 ~~9£ 75~< 50 7596 17 S~bino C~nycn sab,no c .. nyon 4495 4495 Fre· fne Pcst-F>:re 186 00 808 00 7585 GO 7585 co 7588 91 7591 H s .. o,nc Canycn Sab>no Canycn H90 H90 Pre· F>re Post- F1 re 1B6 00 808 co 7582 ].;_ 758:1 _)2 7535 61 1&5 ~597 759~ ~588 l7 0 "' 0 "' ' 00 0.81 0 " " 19 41 29 91 "" " 2l 73 57 05 12.62 25 _7] H 71 157 21 29 51 42-85 0.24 '5. "96 49 78 135 50 l8 .06 0 .'10 9:2 2a. 85 '" ~~~-' Ee 'l59a l4 0 0t"e Post· f1 re 186 00 SOB 00 75]6 09 7536 09 Sab1no Canyon Sabino canyon 4460 4460 Pre-F>re Post- f><"e 136 00 BOB 00 7523 07 7523 07 Sab1no Canyon Sab1no Canyon HSO 4450 Pt"e-F•re POSt·Flt"e 186 00 BOB 00 Sab1no Canyon Sab1no Canyon 4HO 4440 Pre-F.re POS1:-Flre l.86 00 808 00 Sab1no Canyon Sab1no Canyon 4430 4430 Pre· Fi.-e Post·F>re 1.96 oo 8GB 00 7480. :J6 1480 :J6 Sabino Canyon Sab1no Canyon 4420 4420 Pre-F>a 186 00 808 00 ~467 Post-Fne Sab•no Canyon Sab>no Canyon H10 HlO Pre-One Post·F>te 196 00 808 00 7461 89 ,, >1 89 Sablno Canyon Sab1no Canyon UOO 4400 Pre·Fore Post·Fne 186 .oo BOB. 00 7455 09 7455 0~ Sabino Canyon 4397 5 Sab1no Canyon S<~tnno Canyon 4:)95 4395 Pre-Fue Post·fne 186 .QO 908 oo 7454 54 7454 54 Sabwo Canyon S<1b1no Canyon 4390 4390 Pre·F•re Post·Fne 186 00 808 00 7453 7453 oa oe Sab1no Canyon Sab1no Canyon 4350 4380 Pre-Fae Post·F.re lBG 00 808 00 Sah•no Canyon Sabum Canyon 4370 4l?O Pre-Fu" Post F1re n> oo l.07G 00 Sab•no Canyon Satnno Canyon 4485 4495 Pre-flre Sab1no Canyon Sab1no Canyon 4490 4460 Pre-F.re Sab1no Canyon SabU'IO Canyon Prof1le Output Table Post. F•re nn 7573 }5 7576 69 7574.25 7577.80 o onn< 0 0282)1 47 40 7551.0) 7553.60 7551 .03 755) 60 7551.86 7555 ll 0 022539 019618 J5 74 7539 40 7541 35 7539.(0 7541 lS 7540 :25 7542 56 o on992 0 .OC8915 75U 39 7529 09 7527 2t 7530 GO 0 0:23425 0.019574 7514 96 7517 :zs 7514 96 7517 .<8 7515.65 7518 16 7497 3~ 7499 74 7497.Je 7499.74 7483 16 7485 39 28 18 25 15 ]3 l.5 19 51 S2 '" 15 0:2 :27.01 l..Ol. 9. 88 25 l.O 81 79 0.023019 0.01:2385 '" '0 27 97 107 69 60.78 7498.!3 7501.07 0. 020:16:! 0 01.6414 6. 9:J 26 83 87 36 19 .26 3:< 9S 748] ;6 7485 39 7483 87 7486 68 o 042llG 0.04H9l. 27.53 88 74 19.65 35 n 7470 37 7472 40 7471 03 747) 67 01:861 o:o:2s2 28 57 91 76 2:2.:3 )8 18 7464 7) 7466 99 7464 7] 7466 39 7465 45 7468 29 0 012383 0 010379 27 47 88 13 19 n 9.15 )4 67 7459 81 7462% 745"1 90 746: 39 7460 Q4 7463 55 0. 00196~ 0 004\03 6 .lG 49 04 :]1 15 15 79 37 H 7457.10 7459.36 7458.05 7HJ.60 0 01<506 0 011308 :23 .E7 92 59 19.64 36.21 74% 08 7459.78 7H6 08 7458 78 7456 90 1459 94 O.OlHOB 0 009717 25 51 67 15.76 55.01 7H1 97 7441 87 74H 15 7445 95 7444 15 7445 95 74H 74 7447 1:2 0 017884 0 014252 30 32 95 95 26.59 45 40 7438 05 7439 05 7440 99 744] 06 7440 97 744] 05 7441 70 7444 40 0 015653 0 015660 40 34 117 07 27 42 47 35 85 7467 85 "'" 98 " '" '" '" '" '" Culvert ."."" .' "" ' n E.G. US ws 1ft I us ~C E.G. I !ti E G Itt: OC Mln £l Wen Flo" 0 Cu1'-' Group (ftl lcfsl I ttl 0 CULVERT~ 7920 l CULVERT~;l Pre-!"ue CULVERTU Post f1 re n 0 '' 0. 99 Deha WS Cul'J Vel US lftl lft/sl 7921 77 7~:20 7920 74 79;10 41 :J6 59 7922 78 7921.77 7920 4l 85 57 201 ]8 35 05 •o1 :JB 4l 79Jl. 77 CULVERTU CULVERTU 7890 93 Post-Fire 7993 92 789] 54 7B90.5] 7890 93 7891 27 7894 10 7993 92 7891 2l CULVERTU Pre-P•re 7864 09 7864 05 7864 26 7aE6 37 CULVERT II Post-F>re 7868 47 7868 29 7608 47 7868 47 1866 )7 Sab1no Canyon 4855 9.1:2 9. 9C S~b1no Canyon 4855 14.45 14.45 CULVER Til 7846 38 7846 17 7846 4l 7846 38 7849 9:! CULVERT#! 785~ :J9 7852 <4 785:2.24 7852 :J9 7849 9) Sabino Canyon 48:25 7.24 15.74 Sab1no C;;.nyon 48:25 11.46 19.75 CULVERTlll Pre-F1re 781.9 J4 7818 78l9 CULV<.RTU Post-F>re 7822 65 782< 55 7822 59 Sab1no Canyon 4775 9.55 ll.:JO Sab1no Canyon 47?5 \0.71 11.40 Culven U Pre-i"ire 7770.18 7770.09 7769 84 7770.18 Culvert U Post·fue 7772.64 nn.s< 7772 64 77n CULVEI!TU Pre·Pne 77H 88 CUL'IERTil Post-F.re 77:18 64 Pre-F>re 77]2 49 77J2 CULVERTU 77]] 49 7lJl 45 77)1 58 77)3 .49 CULV!".RTI:l 77l:J 49 77}3 45 7731 38 77)3 49 7732 }6 78~4 82 1no.4o 79:21 86 4885 67 :n oo 1]9. 56 129.00 9. 71 Sabino Canyon 4745 8 .OJ 9. 37 Sab•no Canyon 4745 ll. Sl :4.70 Sab1no Canyon 7734 7738 46 ~) 70 7738 64 .ss 127 00 194 92 77)4 88 7737 01 J:i7 00 77}1 7737 01 :1)8 88 77J2 07 65 24 94 Sab1no Canyon 4705 8. 98 ll. :28 Sab1n0 Canyon t705.5 9 81 9. 81 CULVERTU Pre· Fire 7729 89 C'JLVERT.l Post-F•re 77:l1 .<8 7131 20 7731 .;:;. 7731 :;.a 7'30 Ol 7719 S CULVERTU 7720 us 7719 n Sab1nc Canyon 10.:27 1:2 CUL'IERTil 7707 75 7707.60 46:15 Pre-Fae 50 J4 o• 7707.75 Page 33 of34 6.71 200 08 '" '" 2.29 156 1:2 283 as 61 :n 'n 7730 01 7720 08 l] '" '" 53 37 7731 79 77<9 89 fb75 n 1 JJ Sab1nc Canyon t675 8. "ll 8.\1 oo sa 7770 CULVERT~! n 164 .67 7770 58 CULVERT#2 "l7:J2 48 129 00 369 47:25 a s; 124 t8 129 00 ]4 Sab1no Canycn t725 9 <3 9 .2:) Sabtno canyon 4725 7.96 7 96 Sab1nD ~anyon -17:25 8.6-t a 64 8 s7 0 " 0 " W~u 7920.71 Sab1no Canyon -1885 l2. 71 ~~. 71 Sabwo Canyon 7. 35 0 " lcfsl lft/sl Sab>no c.. nyon •n5 9.65 H. 03 Sabino Canyon 4925 12.61 12.61 0 38 Culvert Only Reach Culv Vel DS Sab1no C<1nyon 4949 9.59 14.89 Sab1no c.. nyon 4949 11.64 ll.G4 S~b1no Canyon 4949 1:2 .ll 1::'. ll Sabino Canyon 4949 ll.\6 11.16 " 20.96 ;os 9 .:lO 0.69 7707 H 136 64 ~a 02 :<8 68 "1707. 59 146 54 <56 :l6 11a ~a 1. 33 369 :J:2 0 " 4.29 .. ~635 CULVERTU Fos~-F1re 7710 Canyon t590 1.1- )4 9' 10 £abHlO Canyau 4595 8.61 8' 61 CULVERT~! ?re·P>re 7677 CULVERT41 Post·P>re 7678 Sab1nc Canyon l l _]2 Sa~1nc " sab>nc Canyon !0 , ~0 ~ab1nc " t5l5 Jo.;s Canyon 451S 5_]4 4397 ; :~nyon 10' 17 Sat1no Canycn 4J97 Sab1n<:: a _ss ll '5~ u " • CULV~RTU Pre-~>re 7597 CULVERTU Fost·Pne 7599 C'JLVERT#l Pre·P>re 'l460 CULVERTU Pon-Pae 746] " 7709 " 7677 " " " ,. .. 7678 "' 7710.15 7709 " '" 7677 7677 .. 7678 7599' 72 7599 7459 7460 'l597 'l46l " " 759'l 7463 " " " " " " Page 34 of 34 .. "1707 " 7677 " 7678 _79 7677 " 'l597 7597 " ?SH 7460 746] " " " ,"' 759'l 7'159 7459 " ., ., m " '" " "u "' "' "" "' " " 217 " "" !91 JlS-53 '" u "' " "" "' .. ; " •" " ; ; '" 0' 82 '" ; " HEC-RAS OUTPUT SABINO CREEK HEC·I!A.S l'ers1on :l 1.1 May 2003 U.S- l\rmy Corp of Eng>neers Hydrolog1c Eng1neenng Center 609 Second Street, SuHe 0 Oavu, Cal:i.forn>a 95616·4667 1916) 756 ll04 x xxmx ' ' ' '' ' xxxxxxx 'xxxx ' X XXX:UX PROJECT DATA Frqect Tl\ Je Summerhaven Pr<:J<:ct f>le SABINO CANYON CREEK.pq Run Dace and T1meo J:UJU2003 ll:25.56 AM Prc1ec" o.. scr>p,lC·n· £at> nt Canyon P!..AN DATA fJar, Tnl~ CMG culverts 100 year ~-\Plma_L'~unty_DOT_FC\Sumrnerhavenlllydrology •tan f"1lc and HydoaullCS\HEC·AAS\SAB!NO CANYON CREEK.fl07 Gecm-etry l"ltle Gee met ry f"1le CMG Culvets p' \Plmngs Inl>ne Structures Lateral Structures Ccmputat:Lnal lntormaucn lfater surface calcuhuon tolerance • Cnt>cal de~th c~lculaton tolerance Max1mum number c.! >nteraoons MaX>mum c·n Opt1cns Cnuc~l depth computed cnly .,h~re necess~ry Ccnveyance Calcuht!on Merhod At br,.al:s 111 n values only fnct>cn Slore Method, Average Conveyance Ccmputatlonal Flww Reg1me: SubcnticaJ nc., FLOW DATA Flew Tltle Fluw F1le 100 year SCS Type I event p.IPlm~_County_DOT_FC\Summerhaven\~ydrology and HydraullCs\H8C·RAS\SABH.JO CANYCN CREEK f01 Fkw C·ata lcfSJ f<1ver Reach Reach #1 Reach ~each Reac!:t Sab•::~o " •1 "" Sabtno Sab1nu Sab>no Sab1no Sab1 nc Sab1no Rea<:h Reach #l Reach #l Canyon canyon Canyon Canyon Canyon Canyon Canyon e,e Fue " ~esc F1re 'H m "' m sooo 4910 4790 4680 4560 4510 '1)70 "' "' '" '"' m ..."' 1030 1446 l%9 Boundary CGnre Fne oownst ~eam Cntlcal Cntlcal Norm~l Ncrmal S s. a 015 0.015 G£0METIA":A Gecm~tTy Tlt~e CMG Culvets p. \ P1ma_County _DOT_FC\Summerhave!l\Hydrclogy and HydraullCS\HEC · RII.S\SABlNO CANYON G"ometry Fl le L'RQSS SECT!GN RIVEii iieacn 11 REACH. Sahnc· canycn RS · 5000 lNfUT D~scnptlcn Std' IC!l Eleva( 1Cn Data Sta nev " "'" " " a a " num• El"v • 49.49 E030 80~5 8oos 96.81 7982 "' :<80.<4 " 798~ 58.>1 8000 7980 142 :<06 .54 7986 eoo:;. 5< aoos "'" '"" "" " "' "•• &lev 80~0 7995 l5l.47 7976.n 7990 2<1 8010 "' ' ,.' "" " " " % E1~v aots 7990 7980 ~995 8015 .."'" Elev 8010 7985 798<- 53 ;167 _/8 8000 8020 m 88.64 "" " ' Page I of 34 CR~EK gO:< St~ n Val 013 0 eanl< St~ Left H< 41 Sta H2.41 R>ght H9 59 n Val 045 n Val .055 Sta 169 59 Le~t C~annel 2BO.:d 292.32 Lengths R>ght 289 76 Coef f Cant r. ' CROSS SECTION RIVER· Reach U REACH· Sab>nc Canyon INPUT Descr>pt>on Stat10n Elev~tlGO St:a Elev 0 8010 so sa 798~ 100 32 7960 7955 7970 7990 RS. s~n~ St:~ !.eft num• Sta Elev 10 ~5 8005 60 93 7990 102 se 7958-37 168 81 7957 19 <59 5< 19"15 }7;1 2< 7995 R1ght :59 H"l.Lt ' H90 O~ta Manrnng•s n ValuE• Sta n Val Sta 0 0 147 .1< Expan. " Sta Elev 20' 5 8000 70 .71; "1975 J20 1 7957 _H 1a3. s< 7960 <79.34 7980 n Val Sta n Val J5~ 0 LengthS; Le!c Channel 259.73 LS4.)~ :>ta U~v ]O_P 80 _29 1•17 :2 :liS 73 ]o:;_ 17 7995 7970 7955 7%5 7985 ~>ght Coef! Contr Sta £lev 40.73 '990 90.03 7%5 155 69 7954-38 ~Jo.n 7%7_47 )07 '56 7986 .J2 208 78 Ex pan ; c·ROSS SECT!0N Reach ~1 Sab1nc Cany-on ~Jvn REACH IN~UT CeSCllf'tl'JO St~ucn Elev~ncn Sta 10 99 74 39 JJ5 ~~ 177 l 256 14 <99 7-1 -,~55 n Bank Sea E;ev 7980 36 J3 101. 0:< 7955 163.3< 79-10.2-1 ~10.37 79-11 s2 .<70_7;< 7960 :;;;9_s1 79BS '" Sta Elev 48-9 7979 ll-1.26 7950 172.75 7940 2H .&4 79-15 280.11 nos 333.62 7986.J2 Sta Elev 6l.E;J 7970 J20 99 7947.43 7939 229 71 7950 289 H 79'10 358 82 '1990 "' Valu~s n Val 0 Sta 10-99 Le!c 75 n: RIVER num• Elev 7985 ~-, 7%0 H~ ~7 7942.85 :;:o: &o 754: 73 :1;1 OS ~9~5 lE 314 19 7990 Sta 23 Sf. -,975 Mann,ng·~ ;o Data Eght 199.4"1 Codf Ccntr I'Oeach 41 Sat:lnc Canyon ~EACH· lNHTT Oe9c:n,:t 1cn Son Data St~ El~v Sta 7990 B. &B H-~2 7965 • ' ' 07 II< 04 79-10 l8 n"m• Elev 79SS 7900 7935 7930 7950 7975 " Sta £lev l&.H 7980 57.44 7955 128 04 79]2 69 256 '" '930 _6 <88. 8~ 7995 lJ9.19 7980 M.. nn1ng's n 'Jalu"S Sta n Val Sta 0 OJJ 158 34 num• n Val 5an~ I.engtMs· ~eft CMannel 1o9.n no.:a Sta I.e!t 158 _ H R'ght 195 lJ St. a 24-; 76 0 158' l4 264 .&1 295' 3 Elev 7975 7950 '1930 7935 7%0 Rlght 1H < Coef! Cnntr Sto 32-06 81.0) 1.\3 H 2G7 .28 280_49 Elev 7950 7925 n Val . 055 '" ' CROSS SECTION Reach RIVE:R RE:ACH St.. Elev 31 .63 7970 96 .26 79-!5 169 JJ 79:17.21 270 8-i 7940 l0<.2t 7965 Exp~n ' ~~ Sabl nc .::anyon RS, 4955 !NPIJT O~sc:nptlOO. ~tat>on ne·,atHm Data num• Elev Sta Elev ']960 7965 9.74 50 04 7940 E l 69 7935 IOJ 18 7925 JJ<.8 79:<~ l~J n lS4.L 7925.13 ACH OJJ Sta L~!t ~19ht 101 J8 1])_) Elev 7955 79]0 7919-9 7910 7955 num• n val :s ]OJ "'" :lO.St 71 ,]7 lll J95 47 <60 7935 79b0 n val m "" Lengths 7no Left 48 65 Ch~nn~l 43-54 R1ght 36' 65 Cceff Contr ~ECTION ~eacM H Sa01nC C•nyon RS Sta Elev t< .4 794S 8<.88 79:H.ll ]}] 1 7922 73 2J9 _9 79-10 ' Ex pan ' BOO lNP\JT XSE:l. Upstream c! Culvert Staoon Elevoocn Data num• 26 2 03 28J 81 127.69 7920.63 224.8 7940 79)5 7%0 Mann>ng's n Va1\les Sta n Val Sta 0 OlJ lOS 78 num. n Val .045 Bank Sta, !..ett: lllght 105.78 126.13 rnenect1ve Plcw Sta L St~ R ~lev 0 106.1 7921 s 120.6 283.81 7921.5 Lengths 182 08 79l3 .25 238 lll 7945 L~[t Chann~l H.18 J7.9J 25~ 1% t8 79 7925 7950 ll1ght CoeU Contr 7930 7955 ll.H Pe~manenr p CULVERT RIVER, Re&ch U R£ACH S&tHno Canyon RS' B49 !NPU'l' o~scnpt1on- Culven IH DlStance [rom Upscre:>m XS 4.5 DecK/Roadway W•dtn 20 He>r Cc-efl•c•~nt J.l upst~eam Oeck/Ro&d,.ay Coord>nates num. } St& Hi Cord Lc· Co~d Sta Hl Cc·rd Lc Cord 78 6} 79:<0.4 114 7920 Upsrream Br1d9e Cno-ss Secuon Oata Statton Elevauon Oat:a num• Sea E1ev Sta Elev Sta Elev 0 7965 9.02 7960 18 E< 7955 H n 7940 ss Ja 79JS 64 J8 79)0 104 . , 79<0 'l8 lOS 78 7920 107 63 7915 << 126 I} 7920 1:<7.89 7920 63 18< 0& 7923 :o n< oJ n3s 224 .8 7910 238 83 7945 283 81 7%0 Sta H1 Ccrd Lc C•_rd 1~0 7920 l " M~nn1ng•s n V~lues n Val Sea 0 -~ Elev 7950 ?9<.5 7915 09 ~i! 79<5 79 7950 Sea Elev J-;.os 7945 8l ;~-; 79i:O 95 ll:' E: 7915 16 139_4J 79}0 :u_oc 79Ss num• Sta 105.78 013 SU 00 ')(; 7 11 18 .<5 n Val OiS n Val Sta :;;:o 055 I} Left: Rlght Coefl Con<~ 105.78 1n Data o.-na numJO Sta Elev Sla Elev 7 83 7965 16.i 7960 s1 01 7940 to 01 7935 87 95 7918.S9 116 77 7918.95 1ll 17 7913 52 :H.lB 7910 l9S n 792s leH tlow beg1ns energy head used 1n sp>lloray des>gn Splll~ne Seat1cn • 12e 9~ Culven Name Shape Span C(JLVERH:< C>rcular FHWA Chart ~ Ccrrugat~d Metal P1pe Cuiven FliHA Sca;e ~ Headwall Sollltlcn Cntel'la • H>g-hest. IJ S. EG Culvert Upstnn D1~t Length Tcp n Bntcm n 4 ~ 20 -?24 0<4 Upst:ream El~vat ;cn • 7915 42 Center] we Statlon • 11~ ocwnstream Elevat 1 cn. 7913.a ~eptt·. Elcded Entranc~ Less Cvel Exlt Less Cce! 1 Blu:ked Entrance Loss Coe! 5 Ex>t Less Coef 0 C'~pth 0 CROSS SECTION R!VER R~CH Reach ~ 1 Sab1nc C~nyon RS. 4948 Page 3 of 34 l. "~ DeBCrlt"Uon· ltSEC Downstredm of Culvert. • 16 St~tlon El~vation Data 30 Sta Elev Sta Elev Sta Uev 0 7970 7.83 7965 16.i 7960 42.36 7945 Sl 07 7940 60 01 7935 85.58 7920 87 95 7918.59 lH 77 7918.95 130.48 7913.45 ll3 t7 H13.52 134 38 7HS U7.79 7921.36 195 75 7925 207 84 79]0 250.34 7945 267 17 7950 287 OS 7955 25 68 126 H3 Sta 34 77 78 93 19 ]06 35 no E"lev 7955 7910 7915 7919.16 7915 7960 Sta Elev 31.74 HSO 77.:2 7925 128.0] 7313.55 16< 55 7320 :214 3B 7940 ]26 6-1 7965 Mann>ng•s n Values Sta n val Sta n Val Sea n val 0 Ol) 1;6.77 045 143 93 OSS Bank Sta, Left 116.77 R1ght 141.93 Lengths Left Channel 100.62 93.0~ R1ghc 81.56 Coeff Cent~ ' CROSS SECTION RIVER Reach #l I!EAO! · SdbJ.IlD Canyon RS 4940 ltiP\Tl" Descr>pt>on· Stnwn Elevation O;na Sta 0 39 39 75 92 117 47 £lev 7990 796• 79<·. 7915 7910 7935 181 71 277 83 :J64 ]9 Sta l< 37 H.O< 84.24 Elev 7985 7960 7935 118.~5 79H 55 <04 89 7915 <93 54 7940 382.07 7965 7960 " Sta Elev 7990 19.46 5< 67 7955 79)0 9< 56 IH 77 79H .55 nG 01 7920 J07 <6 7945 Mann1ng•s n V~lues Sta n Val Sta 0 OlJ 160.69 num• n Val n Val Bank StiL Leh 160.69 "' Lengths. l.~lt Channel 183.11 200.29 "' R1ght 181.71 Sta 26 13 59.87 100 84 160.69 24.<., 3:;1. 97 R1gl!t 206 l9 Elev 797s 7950 1ns 7910 7925 7950 Sta Elev 7970 n e2 67 67 79-15 JC9 n 7920 169.94 7907 :;9 260.2.9 7930 341' 91 7355 Cweff Ccntc ' CROSS SECT"[ON RIVER· Reach fl REACH SabHIO Canyon RS, INPUT Oescr1pt10n' XSEC Upstream of E1evauon St~tlon Sta 0 Elev 7990 Je 84 7965 72 2B 7940 l-09 63 791.5 15) 35 7899 17 199.16 7886.01 228 39 7905 7930 321 17 175.4:2 \88 4 240 25 340 .)4 Mann1ng• s n Values S<:a n Val 0 0 1930 Culv~n Oat~ $ta 10 :;_ 45.32 79 _83 :l-6.66 Expan Elev 7995 7960 7915 7910 7895 7891 '05 79:0 79J5 J 17 40 Sta Elev l9.la 7990 51.93 7955 97 _ J:l 79JO 125 9 7905 178 77 7891 OS !90 ~· 7895 263.87 7915 H9 09 7937.27 Sta .<.s n 58-31 34-86 !JJ.96 :79.5 Elev 7975 7950 7925 7900 7~86.al 20:) 47 7998.35 .<81 84 7920 ]67.96 79J7 89 St~ El~v J2 15 7970 64.96 79-15 102 ') 7920 136 06 7898 " 184- l-2 788~ 50 209- 94 1~,;.JOO. 81' 79:00 ]78' 60 7940 num• Sta n Val 175 42 0 "' 190' 82 n val 0 Ban)< Sta, ~eft R1ght Lengths Lef<: Channel 175.42 190-82 :!5 99 ll.) Ineffective PJo,. num• Sta L SO R E1ev Permanent 0 179 85 7886 04 F 189.85 J78.66 7986.34 R1ght J?' 79 Ccefl Ccntr iixpan ' CULVERT R!VER REACH R~acll ~1 SablnO Canyon INPUT Oeacnptu:m' Culven U7 Guthn~ Read Dutance f~om upstream xs • O~ck/Road,.ay lhdth 1~ Wea co,.fhc>ent 3 U»strMm oeck/Road~otay CC>O~dlna 189.85 378.66 7686.H > Downstream num• Oeck/Roado~ay Coc~d•nares J Page 4 of 34 St<> lh Co~d t.o Cord 177 '177890 .107 Cross Secuon Oata D"ta num• 39 Sta Elev St" Elev 9 11 7980 16.69 7975 -!5 .88 7955 52.8 7950 84.57 79]0 92.6 7925 1~3.35 7905 Dl.H 7900 lH.l3 7889.65 179.61 7887.67 189 12 7889. n :100.69 7895 272 71 7915 288.67 79:10 354.74 7937.:14 380.58 7937 .<1 Dng• s Sta 0 n value a n Val 0 Bank Sta · Left: 179.13 Sta Upstream n Val R>ght 189.12 So.a Elev 24. OJ 7970 59.7 7HS 100.29 7920 137 .:< 7896 '.2 lSI 31 7894. B 218' 76 7900 305.6 79:25 369.75 7940 0 l honz 3 hOn< 95 s1de slope Downstream El'lbankment s1de s:ope Max1mum allo,.able submergence for wen flo" Elevaoon "t wh>ch weir flo-.. beg;ns Energy head used "" ap>lh..ay des1gn Sp!ll,.ay he>ght used 1n des:gn c~ese shape • Broad Wen Culvert Namo, ~lev ' num• Number of Culvens • Sta H .43 7965 68.04 7940 107' 92 79:5 155.49 7895.55 185 55 7894.74 2]7. 9 7905 l<4. 29 "l9JO Coeff Contr Elev 171.84 7884.69 389.75 7984.69 Emban~ment Sta H1 Co~d Lo Cord 192.777990.107 n Val Sta 189.12 l79.lJ Ineffective Flow Sta L Sta R 0 200 Sea K; Cord t.o Cord 185 277889 607 to 1 Q verucal to l 0 ven:cal C~ested 1 Shape Span R>se C'JL'I£Rn1 Arch J 9:67 5 9167 fliWA Chan ~ -11· Arch; Ccnugated metal fHWA Scale - l 90 Degree head,.all Solutlcn CrHena • Highe,;t U.S. £G Culvert Upstrm D1st Length Tcp n Botto'" n 6 2:2 024 .0<4 Upst~eam £levat1on • 7896.34 Ceno.erilne Staoon • I8t 12 Downstream £levac;cn • 7894.69 185 27 Centerl111e Stat:on Depth Blocked 0 Entrance Less Cce! s Exlt Loss Coe! 1 CROSS SECTION RIVER RE'.ACH. React> U Sab1no Canyon RS, 4920 INPUT Oescnpuono XSEC Downso.ream cf Culvert Stat1on Elevation on.. 39 Sta ~lev 0 7985 J8 68 7960 76 ]4 7935 115 59 7910 ISS g4 7895 198 56 7884.78 :<55.89 7910 344 75 7935 Sta 9 l7 -15.88 84.57 1:13.35 El~v I79.l3 I89.12 272 71 354.74 7960 7955 79]0 7905 7689.65 7889.-17 7915 79]7.:14 Sta 179.13 n Val 0 ~ :1 Sta Elev lb .69 7975 52 .a 7950 92 6 79:25 1)1 H 7900 179.61 7867.67 200.69 7895 288.67 7920 380 56 7937' <1 Sta 24 03 59.7 100 29 1]7 l 181 31 218 7E 305.6 389' 75 Elev 7970 7945 79<0 7896 12 7984.9 7%0 79<5 7940 S<:a ~l~v )1.4) 7965 69.04 7940 J07 n 7915 :55.-19 7895 ss 185 55 7894 74 2]7 3 79J5 324 29 79JO Mamung•s n Values Sta 0 n Val 0 Letc R1ght 179 ffecnve Flo" Sta L Sta R Elev 0 171.84 7864 69 200 389 75 7884 69 aank Sta Sta 189 l1 Lenqths· Left 89 2 n val 0 Chann~l Rpt 10n, Stan~n Elevation Data El~v Sta 7975 1 01 7950 H .~7 35 11 eo 21 79<5 88 56 7900 130 79 121.86 7880 205 48 191.23 7910 1ao n :<80. 5:1 369.3 7935 386 54 Elev 7970 7945 7920 7895 7890 7915 7940 Sta a Mann1nq's n Values Sta o Val Sta 0 0 167.98 Bank Sta ~eft 167.98 R>ght 205 .4B Elev 14' 1~ 54 .06 96 05 1}6. 8 2<3 02 JiB n num• n Val , Lenqths "' 205 48 ~~65 79-10 7915 7891 B 7895 7920 Sta Elev :11.13 7%0 63' 13 79]5 103.85 7910 162 5 7990.92 241 19 7900 335 .SJ 7925 28 1: ll2 107 l60 l52 '" 1:1 73 71 99 OB OS n Val 0 Left Channel 1H.99 229 < R1ght 209 <7 CceU Contr REACH Reach 11 Sab>no Canyon RS Ex~ar. ' CROSS SECTION RIVER Zlev 7955 7930 '905 "1990 7'?05 "'910 4900 m~ Oescnpt1on: Stauon £levanon Oata Sta Elev Sta 0 7945 6.47 Elev 7940 " St~ 17 :14 £lev 7935 2~ Sta J8 £lev 7930 sea 39 so Elev 1ns Page 5 of34 47-76 7920 86 67 7895 171.49 7876.87 200' l3 7871.16 275.92 7ij95 336.n 79~o 55.06 95.65 179.79 209.78 :187 _4l )50 .49 HIS 7890 7875 7S75 7900 79<15 Sta n Val 0 i'!ann>ng' s n values S~a n Val 0 0 179.79 sank Sea· !.eft !hght 179.79 209 78 62 29 791-0 105 OJ 7885 19] 15 7ij7l '16 2:18 29 7880 298 n 7905 364- ij 7930 S~a n Val ~09.78 0 Lengchs.- Lefe Channel 163.32 152 05 70 05 7905 lH 41 78~0 195 ]J 7865 l ] 2·17.26 7885 311 4 7910 )79_ ;.g 79)5 77 li9 198 264 123 H7 7900 3S '1977 12 51. 7SG9.05 ]9 7890 7) 791S ]8 7940 Righe Cont;~ 39) Coeff ' 152.08 Expan. ' CI'-OSS SECTION RIVER: Reach U REACH: Sabwo Canycn RS· 4890 INPUT Descnpt>Cn· XSEC Upst~eam of Culvert • IS Stat>on El~vat>on Data num• 42 Sta ~lev Sta Elev Sta 0 29 86 69.89 126.76 7955 79]5 7910 7885 7867.21 7860' 15 7885 7910 H35 n6.8S 229_ 26 287 :18 )49 .16 409.76 8.03 )7_6 so n1.n 208.12 233.27 299 18 362 25 422.59 7950 79]0 7905 7B92_gs 7867.08 7865 H 7890 7915 7940 Elev 15.42 7945 45.48 H25 7900 91 '69 7880 lJ9 -5 218 _)l 1864.82 242-92 7870 310.69 7895 37<.81 7920 Mann>ng' s n values Sta n Val Sta 0 .OD 208. H sank Sta. Left R>ght 208.12 242.92 Ineffective Flow Sta L Sta R 0 235 51 Elev Sea Elev 55 7940 )9 7920 4J 7895 1:; 7875 12 >8GO.H 15 7B75 3:<~ 19 7900 )06 81 79<5 Sta 22 53 103 154 n2 257 ~;ev 28 I 7936.09 61_ 34 7915 115' 2~ 7990 168 79 7810 n5 45 7660 272 4 '1880 ]]5 77 7905 )9'1 22 7930 " Val "" Lengths: Le!e Channel R1ght 60 94 51.7< 55 02 ~cef f , cont r Pe~manent 217.51 7871 51 422 '59 7671 51 CULVERT RIVER: Re~ch U REACH' Sab1n0 Canyon INPUT D.stance hem upst~eam XS Oeck/Road-..ay W>dth l7 Wen Coeff>cient 2.6 tJpat~eam Deck/lload-..ay Coord>nates num• 3 Sta H1 Co~d Lo Co~d Sta Hl Cord Lo 0 7871.07 Upat~eam llndge Cross Sect1on Data Stat1on ~l~vauon Data Sea Elev Sta nev o nss 8.0} 29 86 7935 69.89 7910 126-76 7685 176.85 7867 21 229.26 7860.15 287' 28 7885 349.16 7910 409.76 7935 )7 -6 '" ou R>ght 2os.12 242.n lnefteCUve Flow Sea L Sta II Elev o n1 s1 7871 s1 4:12 59 7871 51 Oownst~eam "'" Elev 7945 IS -42 45.48 7925 7900 91.69 139.5 7880 Zla :tl 786'1. 82 ;:o n n1o 110 69 7895 )74 81 1na '" n val "' Coeff 242 92 os ' Co~d Uev 7940 7920 789S 7875 7860.H 7875 "l900 79::5 :o1 o 154 2:12 2s1 322 1st 12 12 1s 19 9J Sea Elev :zs' l 79]6 09 61 34 7915 ll5' :Z4 7890 168' 79 7870 7860 U5.2S 272-4 '1880 J1S 77 1905 '19JO 397 n n Val m ' ' Sta K> Cord L.o ccrd 9 2~ 7950 47 91 H30 99 02 19os HJ 11 1a8:< as 1n 66 7~6J.o9 24] 97 7B61.86 :295 55 7885 353.78 7910 404.8 79]5 7955 7935 7910 7885 7865 7859.) 7680 7905 79]0 0 0 7865 Sta 0 14S :<1 2'18 21 '22 417-95 n Val n Val 222_) ~35 7945 7925 noo 7880 78EJ_8 7865 7890 7915 7940 Sta Rlve Flo" Sta L Sta R 0 243' 97 Sta n 55 53 19 Lo Cord Pe~manent ns 7665 Mann>ng' s n Values Sta n Val Bank Sta o• Cont~ Downstream llndge C~oas Sectlcn Data Stauon Elevation Data 43 Sta Elev Sta Elev Eta 0 37 14 sa 11 76 1a8 62 2'1] 09 283 77 )40.95 395.01 Co~d 78H Deck/Roadway Coonllnate9 Sta Kl Coni L.o 175.25 Sea H> .z ;; a.llowahle submergence for weH flow • £levat1on at wh1ch ""'r flo,. begHlS Energy head used sp>llway deetgn Sptllway he>ght used tn des1gn lleir crest shape • Broad Crested Do"nstre~rn 0 vertl.oal 0 veru~al M~>tirnum ,n 1 !lumber of Culverts • Culvert Name Shape RlSe Span CUL1i£RT~l Clrcular 3.5 FHWA Ch.art ~ 2 Corrugated loleta! Ptpe Culvert FHIIJ>. Scale # 1 iieadwall Solution Cnten~ • Highest U.S EG Culvert Upstrm Dlst Lengt:h Top n Bottom n 5 19 024 . 024 Number of Barrels • 2 Upgtream £levatlon • 7650 Centerl>ne Stat>ons Sta Sta 223.5 228 Downstream Elevatlon • 7859.87 Centerl1ne Sta.t1ons Sta Sta. ;D6 20 Depth Blocked 0 Ent.unce Loss Coef 5 £xH Loss Coef l CROSS SECT!ON Rlii£R Rf.AOI Reach #I Sablno Canyon INP!n" Description' XSEC Statton El~vauon Sta Elev 0 7955 J7.H 7935 68.77 7910 136.76 7865 168.62 7865 243 09 7859.) 283 77 7880 HO. 95 7905 395.01 7930 Mannlng•s n "Jalu~s Sta n va: o o RS: 4660 Downstream of Culvert ~ 1~ Data. 43 Sta Elev Sta Elev 9.24 7950 10 01 7945 47.91 7910 56.28 7925 99.02 7905 109 08 7900 H:l.ll 7662.65 149.4 7880 193.66 1863.09 222.3 7863.8 243.97 7961.96 246 21 7865 295.55 7985 307 06 7890 353.78 7910 364.74 79.15 -104.9 7935 4:7.95 7940 Sta 222 J n Val Sta o He.n Sta El~v 26.61 7940 68 5 7920 118.97 7895 162 7675 235 22 7661.06 259 41 7870 318 39 7895 375 lJ 79<0 S~a ~lev 06 7936.16 34 78 128 175 2J7 i:7l 329 5~ 9~ ght Lengtha Left Channel 222.3 248.21 120 36 HO SE lneffectlve 1'low numSta L St~ R Elev Permanent 7861 F 0 235.22 243.97 417 95 7861 Plght H3 52 Coeff C~ntr Elev 7920 Sta 27.76 77.35 l l l 69 .lOS <36 as 277 7:1 134.41 , Ex pan CROSS SECTION RIVER· Reach n Rf.ACH: Sab>no Canyon !II PUT Descnptton Statlon nevauon Sta £lev 0 7935 35.18 n1o 7885 89.09 lH.ta 7865 7851 7875 245.63 7900 on Data n Sta Elev Sta Elev Elev 7920 7915 12.24 7925 a' H 64 57 48 98 7900 56.81 7895 7690 81.53 7880 91.68 101 61 7875 7870 7850 133.19 7855 H4.7 7650.65 176.31 784\ 7841 200 0] 7846.11 7860 2]] 18 7865 222 64 259 • 7869 9.1. 333.65 7880 363-57 7B85 390.4 7890 •s '" "' '" M~nn>ng• s n Values n Val sea. 0 l93.B Sea 12.24 7895 n 1/al 218.55 CROSS SECTION RIVER: Reach U REACH: Sab>no Canyon Elev 7915 7890 7870 7850 7870 n ·~al 0 Sta 206.33 Bank Sta· Left R;gllt 183 19 206. ]] Ineff~ct1ve f'low numSta L Sta R Elev Permanent: 12.24 190.61 7853 67 :107.61 390.4 7853.67 Sta J). 1 7<. 3 Elev 7910 7885 ; l l . 95 7865 :sJ.l9 7849. ea 206.}] 7850 <59 .51 lS70 Sta ~lev ll 04 7905 75.66 788<. 05 12< 09 7860 190 7846.11 :c>ent :2.6 Upstream Deck/Roadway Coc~d>nates num. ~ Sta H1 Cord Lo cord Sta H1 Cord Lo Cord 183.19 7849.88 :206.33 7850 tlpst~um llndg~ Cro"" Secuon Data Station Slevauon Data Sta Elev Sta Elev 12.24 48 88 81 53 l.JJ .19 7925 7900 7880 7855 7841. 7S60 7880 "' 222.64 .65 J]] Mann>ng• 9 n Values Sta n Val 0 12.24 Sta num• n Val Sta 0 ~06.]] R>ght lSJ 13 206.3] Indfect>ve now Sta L Sta R Coeff Elev "' ll.1 7910 72.] 7885 :11 95 7865 183 19 7849.88 206 JJ 7850 7870 259 51 Sta Elev 4l 04 7')05 75 66 7882 85 1:22.09 78~0 190 7846.11 214 52 7855 278.65 7875 n Val 0 Cont~ Expan 3 5 F Deck/Roadway ' Sta Hi Cord Lo cord 154.95 7848.82 Coo~dHJates Sta lil Cord l.o Cord 189 12 7848.43 Downstream Bndge Cross Sec:uon Data St~tlon nevation Data l5 Sta Elev Sta Elev Sta 0 7915 39.08 7890 77.81 7870 123.67 7843 52 7641 207.99 7855 )20_26 7872.94 98 791.0 67 7895 64 7865 95 7848.82 08 784]. 52 51 7859.84 04 7875 46 88 154 :\79 221 l25 "' Manmng• s n Valu"a Sta :1. Val ·J 0 El.ev num• Elev Perman.,nt 190.61 785].67 390.4 785].67 Downstr.,~m Sta 18].13 Sank sta: Left 12.24 207.61. " 25 ]9 7915 64.57 7890 101 81 7870 176 31 7850 200.03 7846 11 259 7869-91 7890 390.4 18 7 7320 56.81 7895 91.68 7875 144-7 7850.65 197 233 lB 36] .57 7885 Sta n V~l Sta 0 188 l.< 154.95 Sank Sta, Left R>ght 154.95 188.!2 Elev 15.95 7905 49.95 7882.85 99.23 7860 !69.66 7845 179 • 7845 7860 222.15 337 24 7880 Sta Elev St~ Elev 71 7900 7880 7855 784J S:i 7848.0 7865 7885 Jl. 42 66-94 1~2- 45 172 5 194 .l2 )00.86 364.98 7895 7875 23 56 110 171 186 2U 09 84 58 12 04 J49 74 n Val 0 Expao ; Coeff Contr ; .a tlpatr"ao' Embankm.,nt side slops horu Downstream Ernbankm.,nt Slde slop" horu Maximum allowabl" submerg.,nc" for ""H flow • 95 Elevat>on ~t "h>Ch welr flow beg>na Energy head us"d >n sp>llway des1gn Sp1lh.ay hught used in des1gn He>r crest shap" &road c~eated Number of Culverts • 7850 7841 7850 7870 7E90 ve~tlcal to l 0 vertical 1 Culvert Nam~ Shape Span CULVERT.! Ctrcula~ FHHI\ Ch~rt: • 2 - Corrugated Met.-1 P1pe Culvert FHHI\ Seal~ I 1 - Headwall Solut1on Crt rena • Hlghest U.S EG Culvert Upstrm Dl9t Length Top n Bor~om n 19.5 5 of Barr"ls • < tlpst~eam Elevation • Centerltne Stat>ons Sta Sta. D"pth Blocked O:l~ 024 Ent~~nc~ 0 Less Coef Ex>t Loss Co"f 5 I Numbe~ 19] .25 196.75 Oownstream Elevatlon • Centerline st .. t>ons Sta. Sta 173-53 7Hl 2 7841 176 6 CROSS SECTION RIVER· Reach 11 REI\CH' Sabtno Canyon RS' 4850 INPUT Descrtpt>on' XSEC Downstnam of Culvert ij :9 Station Elevatwn Data JS Sta Elev Sta Elev Sta Elev o 1ns 39.08 7890 1 9a 191o 46 67 7885 88 64 7665 IS~ 95 7848 _ 82 179 08 784J.52 221.51 7859.84 325 04 7875 7"1 81 7870 \<] .67 7849 5< 177 7841 207-99 7855 320.26 7872.94 Manrang",. n Values Sta n Val 0 0 1s.9s nos 49 95 7962.85 99 23 7860 169.66 78<5 179. 7 "18~ 5 2n.1s 1s.;o ]]7 .:<4 7880 Sta numn Val Sta 154.95 0 188 .l.2 Bank Eta· J..eft R>ght 154-95 188.12 Lengtll" Elev Sta )] .42 6f )4 1n.-15 172.5 194 "l< 300 86 364.98 Elev 7695 "JS75 7850 75'11 7850 7970 7~90 n Val 0 Lefo Channel 173.. Sta 7900 n n 56 09 7880 110 8'1 7655 171.58 7843.5~ 188 12 7848.43 :041 .04 7665 349 74 7885 160-5 R1gllt 156. Coeff Conr.r Q) CROSS SECTION Page 8 of 34 RIVER, Reach U REACH' Sab1no Canyon INPUT Descnpuon, Scauon Elevauon Data St~ Elev St~ 53 1ns 8.01 36 77 p 06 112 2l 156 85 220 15 2H.i6 )'lJ. 'l8 361.65 7900 7880 7855 78)0 7835 44 76 121 158 234 283 7H6Q 325 99 7880 '1900 Mann1ng· s n Values Sta n val .Sl .,. 03 04 67 87 0 Sta " 177.05 Bank Sta, Left R1ght 177.05 203.'ll H Sta Elev 'lS. 1 7915 51.19 7890 85.89 7870 130.0:1 7845 177 OS 7928.93 245 ?3 7845 292 14 '1870 ))8 22 7890 ~lev n2o 7895 78'15 7850 7829 26 7840 7865 7885 val Sta n Val 0 203.71 0 Sta Elev 7910 58.4 'lSB5 94- 1:l 7S65 139.05 7840 190 97 -,826.07 :155 42 7650 295 65 7872 57 345 l l 7892-95 n.JJ Lengths, Left Channel hghc 154.55 160.08 J.59 68 Sea ~:ev 29.54 7905 61..45 7882.85 103.5 7860 l-IB OS 7635 203 71 7830 :164 34 7655 lOl 58 7875 350 H 7895 Coeff Contr ' Expan ' CROSS SECTION RIVER· Reach U REACH, Sab1n0 Canyon RS: 4810 INPUT Descnpnon' XSEC Upstream nf Culvert - 20 Statlon ~levation Data 4) Sta Elev Sta Elev Sta 0 40.04 72 51 116 67 160 ll 21B 66 268 15 H20 7895 7875 ?850 78:15 1e2o "1845 n7 B 7870 388 'l4 789:1-95 8. l8 7915 4'1. 87 7890 81.4 7870 7845 125.12 167.65 7821 OJ 228.65 7825 :179 24 7850 341 24 7875 392 84 7895 Manning• s n Valu~s Sta n Val Sta 0 0 191.27 L~ft Righ.t 191.27 :118 66 Bank Stao Ineffective Flow Sta L sea R 0 201 ll 214.11 40:1. Elev :>urn• n Val 0 Sta <18.66 48 5 Sta Elev ~4 7905 24 59 7882.85 99 142 196 248 304 Sta Ele" n. l4 noo 6] '75 7880 107.9 7855 151 .l:l 78]0 :107 6"1 7915. O:l :.l58'., 7840 3.5.79 7865 Jal ] 7890 OJ 49 78&0 78)5 41 7820 ]4 .18 368 :15 7835 7860 7885 Right Coet:f Cnner n Val 0 Lengths· :.eft ChaDnel 48.05 48.26 ' E:xpan ' ~ermanent 78:.l0 7820 as Elev 16.36 '1910 55.62 7885 7665 90.:1 '1840 l ] ) .7 191 2'l 78l<.32 n8 SJ. 7SJO 7855 :19:2 01 7860 355 2J 402 as 7900 F CULVERT RIVERo Reach U REACH: Sabino Canyon RS; 4825 1NPtiT Descnptlon' Culvert •20 Discance from Upstream xs Deck/Roadway lfidth 20 We1r Coefficlent 3.1. Upstream Deck/Roadway Coordinates num2 Sta Hi Cord Lo Cord Sta HI Cord LO Cord 160_1) 7825 2:18.65 7823.16 IJpstream Bndge Cross Secuon Data Statlon Elevat•on Data Sta Elev Sta £lev 0 -10 04 72 51 1.1.6 67 160 I) 218 268 l:l'l 388 66 15 39 74 7920 7895 7875 7850 7825 7B20 7845 7870 7892-95 8.38 7915 47.87 7890 81.4 7870 1.:15.12 7845 167 65 7921.03 na 65 7825 :179 24 7850 341.:14 7875 39< 84 7995 Mann1n9' s n Values Sta n Val 0 0 Sta 191 27 Bank Sta, Left R1ght 191.27 218 66 Ineffecc>ve Plow Sta L Sta R 0 2H-l1 2Ul. _J.l 402.85 Downstream St~ 166.73 n " Sta Elev Sta 16' ]6 55.62 90.2 791.0 7885 7865 ~4-24 13). 7 7840 191.27 78on Daca Stat lOll Elevat1on Data num• 46 St~ Elev Sta Elev Sta 0 7929.7 6.73 7925 H.l. 36 u 7905 43.95 7900 51.43 68 53 788:1.85 7860 l49 77 78]5 204.17 7818 83 :156 lJ 7825 l11.96 7850 )71.31 7875 -119.52 7895 7) 5 117 29 157 79 21.5 42 267 ]6 Jn s1 39-1 61 '1980 7855 7830 7815 78]0 7855 7880 92 15 1<5 )5 166 73 ns n :178 H ))2 7'l 396 H Sta H1 Cord LV cord .;so.Jl ;s;:: J:< Elev 79:<0 7895 '975 7850 7825 ;811.68 7S35 7660 7885 Sea Elev Sta Elev ; 7915 7890 7S70 7845 7920 HIS 7840 28-98 7910 65.6 7885 99.81 Hl 71 7965 7640 ns 7820 " 58 b6 91 O< 'l335t 178 27 23J 04 <89 ~l. HJ 09 408 32 7865 7890 47 2-14 86 JOl 1: 35-, 04 7820 7845 7870 415 48 7892' 95 Page 9 of 34 Y~lues Man.rung•s n St~ n Val 0 0 L~ft Sank Sta 2H.B6 R:~,ght <04.17 2H Ineffecuve flow Sta L Sta R 0 219 H :lll.H 09.52 n Val 0 '" Sta 204.17 Coeff Contr. Expan. ' 86 num• ; ~e""'n~nt Elev 7815 7815 f Upstream EITt>ankment sid~ slope Downstream Embankment s>de slope Max1mum allcwable submergenc~ for wen flow Elevatlcn at which ~llway hught used in des>gn We>r crest shape Shape 1\rch RlSe Span • 41· 1\rch; Corrugated metal 1 90 Degree head~iA Scale • Broad Crested 1 Number c·f Culverts • Culvert >cal to 1 o veruc~l 0 honz horn o 95 Scluuon Cntena • H>ghest U.S EG C~lvert Upstrm out Length Top n 6 20 2 Upstream elevauon • Cenrerl1ne Star>cns Sta Sta 20Lll 2!1.11 DL;mstre~m £Jevat1on. CentHll'le StMlOnS Sta Sta .<.<< H 219.J4 • Bottom n .024 024 Depth Blocked Entrance Loss Coef .5 EX>t Loss Ccef 1 Number cf Barrela • C~OSS 7816 6 7912.69 SECTION RIVER Reacl". l1 KEACH· s~t>no Canyon RS · 48:20 INPUT Descn~tlon, XSEC Elevauon Elev 7n9.7 i4 7905 Sl 7882.85 74 7860 n 78JS 17 7818 63 33 7825 90 7850 ]l 7875 52 7995 Upstream of CUlvert # 20 num• 46 Sta E:ev Sta Elev 6 7J 7no u.1 7920 7900 43 95 51. 4J 7895 7880 82.15 7875 73-5 7855 125- )5 7850 ll."l .29 78)0 166 7J 157 79 7825 7815 225 31 7811 68 215 42 7810 278 ll 7835 :167 36 7855 33:1 77 78&0 3<2 51 7880 la4 .61 396 H 7885 Data ~tauon Sta o 36' ta lOB 149 <04 250 311 371 H9 s n Values n Val Sta 0 204 .17 ~annlng• ~t~ Sank Sta Left R>ght ;_at. n <44 aG lne(!ecuve flew Eta L Sta R 0 219.}4 <:!2 }( 419 52 "' 21.5 58 66 91 02 133 '56 178.27 2JJ .04 289.91 343 09 4GB .32 EleOJ 7915 7990 7870 7845 78:20 7815 7840 7865 7B90 St~ E1ev 7910 28 99 65.6 7885 99' 817865 Hl 71 7840 1 iS 47 -8<0 2H 86 78:10 301 l l 7845 :;57 04 7B7a '115 48 789<.95 numn Val 0 n val Length"' Left l6t 6 ch~nne1 15Lll R>ght 138.65 Coeff <..:ontl" ' num• £lev 7815 7815 Ex pan ' Pno Canyon INPUT Descnpt>on, Statl-on Elevauon Sta Elev 0 7915 47 11 7890 98 26 15l_o;.;: 201 J9 :<55- 8 315 15 "82 65 '135.09 7870 47;: iS 7892.95 Mar.olng's n Values St~ n val a fodnk Sta 013 Left RS, 4810 Data num• Sta 7 66 56.59 109 57 160-97 212.6 n Sta 248.16 R>ght 287.92 ~48.H El~v 7910 7865 7865 7840 7815 264 sa 7BO!.l1 328 78 7825 J96 785o H2 .9 7875 476.45 7895 n Val J4 Lengths " Sta E1ev 7905 60 51 7882-85 120.2 ?a60 78]5 l70.27 7810 223 16 7805 <74 29 342 _Q7 7830 7855 410.2< '150. 76 7880 15.68 Sea 287.9< El-ev 7900 26 07 7880 74.99 lll.2l 7855 179.57 7830 229 $3 7907.44 287 92 7810 355 2 7835 419 29 7860 '158. 97 7885 "' E!ev J6 71 7ij95 86% 7875 H2 H 7850 190- 5) 7825 :248.16 7806. SJ 301.5 7915 7 SiO J6i!. n 4:n .23 78~5 467 43 7890 '" n Yiil OJ Left channel 275.35 ]OS 07 R>ght }l'; 05 Coeff C:ontr Expan. ' l"ROSS SECT:ON RIVER· Re~ch REACH S~blno .l ,_·anyon INPUT D~scnpt1cn· St3t lGn St~ Elev<~t 10n Data num• Sta Elev 15-89 7975 90.57 7850 165 78 7833.77 ghr. 113 96 Coett "' El~v 7910 48 61 !21 05 7705 2'15- 97 1177 01 271.43 7790 317 59 7615 358 7840 396.67 7860 Cent~ Expan ' CROSS SECTION RIVE~· Reach #I REACH· SatJnc C;nycn INPUT Oescnr;t>Cn U~Hream c( Culven Stat>cn Elevaucn Data Sta Ele-, Sta E:ev 0 78-IS !5 21 7840 6:· oe 7820 >l 78 -;aJs 115' ~ 7808 74 1£0 01 7805 !4, 19 7 J90 150 51 7780-74 <11 f1 n-;;_u :;o:< 01 -;;-,5 }}7,81 7105.57 H4 59 7CES-~7 }77 77 7780 :!57 " 7775 427 25 7195 4l7 79 7800 46~.79 7815 077 J:l 78<0 515.14 7840 >ght Lengths· Left Chomnel ll8 04 351 9E 180 n ns 48 lneffectlve Flc.r num• sr~ L Sta ~ Elev Permanenc o J:;s 59 7770 :!8 J<7.l7 so;; 3 n70.o8 Sank Sta Jhght lll 78 Cce!f Cr Cc·dflc~ent Up~tream Deck/~cadway 15 115 J.l Cc~tdcn ~l~vatlcn Dat.a Sto Elev St~ Elev Sta -,~45 1~ a 1840 ] l 46 oJ oe ~s-:;:o 71 78 7815 73 OJ 126. o;: ll~ " 7109 74 120 01 7805 J-1) 19 7790 150 51 77~6-74 JB~ 84 :tll 61 7177 H 262 07 7715 JJe. 04 3)7 ~1 ~7E0-"7 H4.S9 7765 57 H1.9 357 4> 7770 377 77 7'lSO ]79.48 7'195 4]7 79 7800 450 36 4~7 "' HS -, 79~0 486-09 -~ 15 07 32 515 H 7840 525 27 7845 5]6 SP.O 7860 " Manning·~ St• 0 B~n~ n V~lues n val c 3ta J 18. ~l Su Lett ~19ht :•18 04 351 _ 96 IneffectiVe F!t:-w Sta L Ha R £lev o ;~5-~9 7770 J8 'l47.37 %7 } 7770 JB numn val 0 "' )51. 96 Cceff Ccontr ; Elev 7835 7814, l4 7900 7785.9 7771 97 7"66.58 7780.)5 7805 7825 7850 Sta H1 Cord Lc Cord J31.41777J o67 Sta 4J ~lev 71 78]0 33 132 06 190 05 3<9 l7 ]50 58 407.68 457 27 496 ll 548.49 7al2 J.< ~3 779~ 7785 7769.94 7770.<1 7785 7807 7~ 7830 7955 53 103 112 Mtes 5 -··-~- 6~-5~ 7167.38 123 687767.692 '''''~~~69::1 '''''~rl~~N 103.~87167 190 113.887707.192 7767 oo .. nstre~m andge Cross Secuon Data Stat1on £levat>on Data Sta Elev Sta o 7793.37 a.ss 59.1 7770 106-99 "1763 .31 117.62 7762.2) 192.5 7769.56 255.31 7790 65 59 llO.l.e 117 99 202 22 265.61 Manning's n Values Sta n Val 0 SLa 0 108.99 Bank Sta. Left Rtght 108.99 1:<0 75 IneUectlve Plow SU L Sta R Elev 0 ].08 99 776< lde slc·pe hcnz Ma:~t~mum allowable submergence fer ~S Elevauon at wt11ch ,.en flew teg1ns Energy head used 1n sp1lh•~Y d~stgn Splllway he1ght used 1n des1gn >1e1r crest shape • Bread cn,~ted Number of Culverts • Sta Elev 29 7>80 03 7766 75 87 7762 _lE 74 7765 ): 7~80 l 0 ven>cal 0 v~rncol l Shape R>Se Span Culvert ~~ Arc:h 3 9167 5.9167 FHWA Chan • H- Arch; Corrugated metal FHWA Scale # 1 90 Degree head.,.all Culvert Name SclutJOn cntena • K>ghest I:.S EG Culven ll~s'ng" s n Values Sta 0 n Val 055 Sank Sta Jl.lght 17; 62 sc~ Lengths. Left 178 l n "{al 045 CMnn~l F< <4 ~>ght Cceft Cc·ntr Exp<>.n ; l75.1S secr1oH c~oss RIVE!<' Rf.ACH Lenc Canyon RS 4760 INPUT U"'""-~~9'-'"n EJevauon Data Statl~n 103 Sta Elev Sta Elev 0 7800 7780 U_l.J llS_:;_] 7795 7775 n "St-' Elev J:Js G8 1110 57 91 "7793. ]7 Sta £l~v SO 70 7) 1s;.1 7790 7765 87 74 168 H Pagel2of34 191 245 329 434 63 H 02 12 487 sJ 7755 216.97 7753.01 252.63 7740 23 3H.84 7705 45'1.29 7770 496 H 7785 77~0.23 nso 7765 nao 224.1 267.1.1 356.02 H5.67 507 65 1757.-l~ 7750 7745 Sta 276.)} n val .045 7775 7790 2H 276 405 466 82 77~5.50 B 7747.54 99 7760 .12 7775 .n 518.~ 7795 <36.49 J2]. 9 418 6] 480 51 520 87 7745 7748.45 77E 1 05 7")75 88 7795 ~1 558.11 7796.51 Manmng• s n Values Sea n Val sea 0 055 234.82 Bank Sta· Left 234.8:< Rlght 276.33 n "Jal 04 Lengths· Lefe 116.92 Chann~l Rlght !:15.6~ lJ).l) Coe f f Cent r ' CROSS SECTION R !VER REJ\CH Reach H Sab 1no Canyon lNP\J!" Descnptlono XSEC Stat10n Elevatlon Sta Elev 7775 0 1:<4 17 7755 195.81 77.17.68 <12 05 7732.07 :176 7 77-10 58 366.45 7761.19 B~nk Sta o Sta 195 L~tt 050 lJpStt"eam ol Culvert ~ 8 Data num• .10 St~ £lev Sta E! .. v 25 04 7770 52 39 7765 1Jl.H 7750 136 .1: 77P.92 198 .48 7733.95 200 76 7731.6 :112.76 7734 . .<4 ns.se 7737.66 ]09 .1 7745 ]~8. J] 7750 379.42 7761 69 7765 389.12 Mannwg•s n Values Sta n Val a I!S· .a1 ~lSJht nurnn Val 0 Lengths "" Sta Elev 74 31 160 75 7760 7745 )9 77]0 73 79 n>s.:;.; ]42 76 7755 -10] )2 7770 ~0) ns Sta El~v ll<.E 7757 ~B 1s1 o> --,o .<08 -4 77]Q 7' :no 59 774o JEZ J> 7~60 OJ 9< 77~C· n Val 21s .as 0 Lett Channel :J6 71 ~ 3. 9 195.81 215.88 Inetfect1Ve Flol<' num• Sta L Sta R E1ev Permanent 0 201 04 77}5.~3 F 210.97 411 36 7735.7 R1ght as. 3 Coeff Co:ntl E>:pan CULVERT RIVER REACH· Reach 11 Sab1no canyon RSo 4745 lNPliT Descr.vcon: C·-Jlvert Dllltance from Upstream XS 10 Deck/Rcad,.ay W1dth 1a ~on Data Stauon Elevatlcn Data num• Sta Elev Sta Elev Sta E1ev 52.39 7765 0 7775 :15 04 7770 136.ll 7747.92 124 17 7755 lJ1.34 7750 7731.6 195.81 7737.£8 198.-18 71H.95 200.76 215 88 77.17 68 212.05 7732.07 . 1 J:l t 7707. 91l 181 69 7740 ~oe H .,, •o n .<7o oe 1740 :n 19 4ll go 7>oo n Val 0 ; Permanent F Oecl .3 7750 J31 H 77)0 3.1; 85 7729 32 -129.•13 77-10 399.4 7735 i6 50~.59 7760 -19l 85 7755 Mann1ng's n Valu<:~ St3 n Val Sta 0 :19 numn Val 0 8anl< Sta Coe!f Contr Left 3!9.7 F1ght 363.39 Sea 36) )9 Sta Hl Cc;rd Lo 450 7737 St~ E1ev H 11 7782.96 168 15 7765 <86 t7 774~ J36 81 7~]0 H5 76 774.1 7€ 525 :;; 7765 ~:rd Sta ' ' :;e 186 :<8 ]04. 4) Jt}.3~ -156 }": 0~0 -1 7 40 77•4 u -,40 77")0 n Val 0 ~xpan ' Upstream EmbanKment glde ~l~pe 0 honz DcWT!stream Em~ankment Slde gJc,pe D honz Max1mum allowade sul:meYgenc~ !cr "'"" flew 95 ~levatlc;n at "'hlCh weH flc·w beglf\S Ene~gy head ueed 1n splll<'ay d~s,gn Splllway helght used 1n deS19n r cresr. sh~~e • Bread Cr<>sted t~ (C l D VetCl"-'dl ·:ert>cal w,., Culvert Name CULVEIIT.l FHWA Chan • :2 R1se Span Shape C>rcular Corrugated Metal P1pe Cu1"Jert • Page 13 of 34 FHWi>. Scale ~ 1 Headwall Solut1on Cntena. Highest ll.S. l::G Culven Upst~m Dut Length Top n 10 18 0~~ Nurnb~r of B~nels • 2 llpst~eam Elevat1on • 7730 cent~rl>ne Stn>ons Sta Sta 203.0~ 208.04 Oownst~eam £levauon • 7?30 Cent~rl1ne Stat10ns Sta Sea 331 44 ])6 44 Bot:tom n Depth Blocked 0:(4 1 Entnnce Loss Coe! 5 ExH L.oss Coef CROSS SECTION RlV!::II: Reach U RE'.ACH: Sablno Canyon Hl~tJT Culv~n Descnpt>on: XSEC Do,.nstn!arn of St,.tlcn Elevatton Data num• St~ Elev Sta 18.17 7788.85 123 .J 7775 n:.7t 7752.09 JOLH 77]0 399.4 7735.46 H3 05 7755 0 7790 ll5.58 ?777.<8 210.81 7755 ]J9_7 7735 ]70 52 7735 477 l 7750 Manning's n Values Sta n Val Sta 0 0 3:19 nurn. sank Sta Lengths Left )19_7 n Val 0 R;ght 363.39 ~ a 10 £lev Sta Elev 25.56 ??85 145-09 7770 26]_ 3 7750 332 85 7729' ]2 429 43 7740 509.59 7760 Sta 363' J9 29 1£8 286 336 H5 525 Sta E:ev 1l. 7782.96 25 7765 47 7745 81 77)0 76 7742 78 \2 7765 Sta Elev 78 38 7780 186 28 7760 304 _4] 7740 :l6l.l9 77)LEJ 456' 30 7745 540' 4 7770 n val ~eoc Channel ~19ht 50 45 40.~] :19.76 Coeft Com:~ ; Ex pan ; CROSS SECTION RIVER Re~ch RE'.ACH Sab;nc Canyon U RS: 47}0 INPUT oescnptlotl: XSEC ;Jpstrearn of Culvert • 7 St~t;cn Elevauon Data num• 25 Sta Elev Sta Elev Sta ~lev 0 7770 1 57 776il.H H.l6 77~5 s~ 83 7755 6& ;s nso 111.13 7745 taJ 19 7732.09 192 6& 77}0 206.71 ?726 s2 275 52 7732.55 <92 96 7735 309 07 7740 1750 364 H 7755 379' 53 Manmng' s n Values Sta n Val o Bank St-• o Lelt 18} .79 RIVER, Re~ch Rf.ACIC S~b1no n Val Sta i8J.79 o Lengths R;ght 23&.84 Sta 238.84 Sta Elev l7 8 7761_S7 152.63 7HO :125 H 7730 :Jll 46 7740 73 7765 Sta ~l~v 42 OJ 77b0 17<- 75 7735 238 8~ 7732 ] 1 ]27 8 7745 410 _2 7770 n Val a Left Channel 24.27 25.79 Rlght 30.08 Coe!! Cent r ; ~1 Canyon RS: 4725 !~PUT oescnpt10n, Culvert ~7 Distance from Upst~eam xs Deck/Roadway \c>ent J Upstream Deck/Roadway Coord;nates ; Sta H; Cord L.o 0 7736. Bl ~c~d Sta Hl Cord LC Cord :106.71 7732.68 Upstream Bndge Cress Sectlon Data Stauon Elevat>on Cata nurn• Sta ~~~v Sta Elev Sta Elev 0 7770 1 57 7768 \4 19.16 7765 lll_l] 7745 54 .Bl 7755 68 18 7750 183 79 773<.09 192 68 7730 206.71 7726.52 7740 275 52 7737..55 29<- 96 77]5 309_ 07 7760 HS 99 7750 36~ .34 7755 379.53 " Mann:cng'~ n Value• Sta n val Sta 0 0 183' 79 sank Sta, Left a3 79 R;ght n8 34 num• n Val 0 "' 2}8 84 Ccef! Contr ; 7135 8 225 Downstream Bndge Cross Stat lOll Elev~tlon Data Sta Elev Sta 59 64 202.2 311 '58 389 4~ 7770 7755 7730 7735 7755 Left 202' 2 Elev 7~6o 7705 ~38 84 " ' " '; l l<7 '110 : ''45 7770 ' Sta H1 Cord !.o Ccrd 300 77]2 8 lOll Data 24 Sta H-1 7766.74 7l 7750 22-t 77 7726.01 319 <9 77)5 04 4C6 <2 2J_JJ 101.01 248.4 335.52 R1ght 255 9 Sta n.81 172 75 Ex pan 7731.3 nurn• Elev l'tght uel!'d 1n deS>gn Weir crest shape Broad Crested Shape R1se Span C>rcular :2 FI!WA Chart # < Corrugated Metal ?1pe Culvert FI!IIA Scale • l ~"adwall Solution Cntena • l!>ghest tl.S EG Culvert IJpstrm D•st Length Top n Elct~om n ~ 18.5 024 024 tlumber of Sarrels • :2 tlpetream Elevar>on • 77:27 82 C"nterl1ne Statlons Sta. Sta. 202.71 210.71 Downstaam £levatlon • 7721 31 C"nterl1ne Stations Sta Sta ~o 1 0 vernca: to 1 0 vertical Culvert Name CU~VERT~l Depth Blocl:n Loss coef 1 Depth Bloc~ecl 0 Entrance ~css ccef Exlt ~"s~ co~f no.n ns n Culvert tlam" Shape R>Se Span CIJ1N£RT#2 C>rcular J FHWA Chart # 2 Corrugated Metal P1pe Culv~n FHWA Scale # Heacl,..all Solution Cnter'a • l!lghest u.s. EG Culvert U;:snm D>st Length Top n Be-nom n 3 18.5 .024 02'1 Upstream Elevat10n. 7126.52 Centerllne Stauon • 206 71 Do..natream Elevat>on. 7726-~1 Centerl•ne Stauon • 224 77 l CROSS SECTION RIVER Reach tl R£ACHo Sab,r.G Canyon lNPtJT Deacr•;:tlono XSEC Do~onstream o! Culvert Statlon E)evatlcn Data 2t Sta £lev Sta Elev Sta 0 7770 16.1 7766 74 23.J:l 59 Gt 7755 73 7750 101.01 202.2 7730 2:24.77 7726.01 248 4 31: 58 77j5 319 29 7735.04 335 .s: 389' 42 7755 406.22 7760 420 04 l'!annlng's n ~alues Sta n ~al a o ~elL BanK Sta Sta zo2 R19ht 255.9 202.2 num• n val o Sta 2s5. 9 Elev 7765 77'15 7730 7740 Sta Elev 37 07 776!. 76 140.61 7740 255-9 77)1 )5 JSJ 13 7745 Sta n_n Elev nco 179' 47 7735 2H.97 7731 SJ 370.69 7150 7770 n Val o Lengchs· Left Channel 66.79 4557 R1ght Coeff Contr. H.~a Expan ; CROSS S£CT10N •1 RlV£R: Reach R&ACH· Sab1no Canyon INPUT Oescnpnon: XS£C Stat1on Elevation Sta £lev 7750 152 76 77:27_75 1B8 46 77~0.6 277 28 7740 tlpst~eam 0! Culvert # o Dat.a num• 19 Sta Elev Sta £lev lB SJ 77i5 64.05 7740 154 :lt 77:24.87 JE6.13 7724.86 224 2) 7?30.81 :24:2.67 7734 H 7750 294.97 7745 JH.8 Mann1ng"s n Values Sta n Val Sta 0 0 142 51 BanK Sta ~l'lht Left H:2.51 n Val 0 ~engths· 179 94 Sta 179.94 Sta Elev 83.89 7735 169 26 7727-82 249 01 1735 3]6 67 7755 Sta Enates ' Sta H1 Ccrd LG Ccrd 77]0 75-91 Sta H1 Cord L0 Upstream !lndge Cress sec:c::.cn Data Staoon Elevauon Data num• Sta Elev Sta £lEV o nso 152 76 Tll7 75 18B.H 77]0_6 277 ;:a 77'10 :a.a1 Bank Sta· Le!t 14< .51 7745 154 24 7724-87 n• n nJo.eJ 294.97 7745 Mann1ng•s n Values \;ta n 'lal S~a U 0 H2.S1 R>ght 179_ 94 Cc·~d 7730 n 'Jal 0 " St~ Elev 64. OS 7740 166. 73 7724. S6 242.67 77~4 H 3H a 7750 Sea 179.94 Sta K1 2•9' 01 Sta sJ a9 10~-·· 249' 01 3:!6 67 cc~d ~c Corel 7730 £lev 77JS ??:17.1!2 77)5 Sto H2 S: Elev 7710 7730 .<65. 56 77J6 '64 179 94 7755 n Val 0 coe!! Ccntr Page 15 of34 Downst.-eam D"'clmergence for >tell" flow E1evatton at wh1ch wen flow b.,g,ns Energy head used 1n sp1ll"ay des1gn Splliway he1ght used •n des1gn Wen crest shape ~ '" "' "n "' m " 66.03 n Val Bank St:a: Left R1ght Coeff cont<. !72.93 199.4 lne!fect1ve Flo" numSta L Sta R Elev Per-manent 0 )77 77<9 F 187 383.89 7729 Numbe.- of Culv.,ns Sta Hl C~.-d Lo Coi"d . atart l 2 Corruga~ed Mecal P1pe Culven FH>iA Scale • 1 Kead,.all Soluuon CrHeua z Klghest u_s_ EG Culven Upstrm o•st Length Top n Bottom n !0 l9 0:24 .024 Number of Ba.-rels llpst.-eam ElevH1cn • 772'1 8 Cence.-llne Stat1ons Sta Sta 157.5 16.2. s Oownn.-eam Elevae>on • 7724 3 Centerl•ne Stat1ons Sta Sta 119.69 IS4.69 Bloc~ed Depth Ent:rance LCH Coef ExH Loss Coe! 0 1 CROSS SECTION RIVER: Reach #I REACH Sab1no Canyon RS, 4701 INPUT Culvert Descnpt1on: XSEC Dc,.nstream Stat::,on Elevatwn Data £lev Elev Elev 774!_2 0 7740 2S. 64 2-98 7740.27 7730 152. 16 7735 99.24 7732.98 199 _4 77?.7 1.92. ]7 77:24 .JI 77<4.H 77]5 305.08 7740 251 .86 77)3 .46 )65 .54 7760 7755 )8J. 89 "' . " '" Manning" s "' "' 0 Sta 172.9} 0 ,, • '" Left R>ght 172-93 lneffectlv"' Flow c Elev 7729 0 7729 381 .89 '" • "' •• Elev 7740.4 H Elev 774J 7724 .H 7730 7750 Cnet!' CoMr Exp~n "' "'"" 772a " "' ' " :2]4 .24 327_17 7729 7745 St& " "'"' " "' '" " Values 0 0 Bank "'" "' "" "" '"' 0 "' • " " 0 "' 0 ., Lengths: Left Channel ~lght sJ .Ja ' ' ~ermanent ' '" '" '" val CROSS SECTION RlVER Reach REACH· Sab1no Canyon " " IN~IIT 400 Desc.-,ptlon Staucn ElevatlOfl Data "'" ,, "' '"' " ~40. Mann1 ng' s "' "' 77]0.94 "1755 " Values 0 0 Bank ... Sta 296-07 !Ora )<6. 6] " '" ", "" "" " '" 15 ??Jl.J7 7720 49).61 nurnElev 7740 7730 258 7723 771S 7760 SlO.LJ "" "' Left: 296. 07 H>ght 326 CROSS SECTION RIVER REACH ""' """ so Cev 77]9 " 0 " . 0 "'' "' Left Channel 67.35 "' " "' "~ Descnpt1cn "''"' Lengths " Reach Sab1no Canyon Elev "17~ 0 84.99 <90 7728. lJ }56 77:15 7740 "' "' "' " R>gh< 63.49 Elev )75. 75 7735 304 772a.:9 "' '"' " 476-51 7750 Coe!! Conti". F.xpan ·' 7"7]0 • 4690 •' XSEC Upstaam CuJven Stat1on Elevation Dna numElev Elev Elev 10 _Q-j 0 7745 7740 18.77 7735 "' Elev 1.)5. 78 77}6. 21 2%.07 7725 7725.17 460.22 7745 "'"" " "' 19.68 Elev 7730 "' 53-09 Elev 77]0 Page 16 of 34 115 99 7725 2'J7.67 77U.83 Jll.l8 7719 31 397 .l 7130 446.32 7745 M"nning' s n Values Sta n Val. 0 0 Sta. num• n Val 27l.ll 0 !lank St"-' Left R>ght 27l.ll lll 16 lneffectlve Plow Sta !. Sta R )lJ L~ngths' 11 7718.18 65 7714 '72 66 77~0.9 94 77)5 81 7755 "" 296.61 7718.19 101.75 7715' 12 166.35 77:<'; 4l2. 75 77)8. 7: :197_5 77H.68 309 65 7717.68 367 36 1n5 ~' 429. 93 7"40 n val 18 0 Left cn .. nr.~l 12.6• numElev R>ght 32.89 41 Coeff Contr ts Expan. ; ' ~u-manent ~ 297 06 7718.26 476.81 77!8.26 0 103.75 271 301 JS:l 414 !79 23l.33 7720 301. Ol 77ll. 63 lU.H 7720 408 97 77)2.12 462.51 7750 CULVERT RIVER· Reach ijJ REACJi, Sab>no Canyon RS, 4675 ItlPtJT Descnpt>on' Culverc IS D>stance from :Jpatred.m XS Oeck/IIOadway WH!th l:l \ol"'r Coef!>c>ent ]_1 Upstream Deck/Road... ay Coord>n<~tes ' Sta H> Cord Lo Cord 0 7718-5 Sta H• Cord Lo cord Sta Hl 300 350 7718' 5 Sta Elev 7718 5 Budge Cross Secuon oata Station Elevauon Data Sta Elev Sta Elev C~rd !.o Cord Upstre<~m 0 115 99 10 Ot 7740 :131.33 7720 301.01 77JJ.83 332.93 7720 ~os n 77J2.H 462.51 7750 7745 7725 297.~7 7711.8] Jll.IB 7719.31 H7.:t 7730 446 _)2 7745 Mannlng' s n V~lues Sta n val 0 0 Sta num• n val Sta 271.11 0 )13 18 Bank Sta· Left R>gnt 27l.ll lll-18 ln~ff,.ctive Sta !. Flow Sta R Downst:redm St<~ Dec~/llcadway £:ev n 0 Coord>n<~tes Sta !ll Cord 1.o Cord Sta Hl Cord LO Cord 283 333 17!S Sta Elev 7718 Downstream !lndge cross Sect >on Data Statlon Elevat1on Jata num• :18 Sta Elev Sta Elev Sta Mann>ng" • n !lank 25 7750 l4 7725 99 77!'1.59 78 7714 87 7725 42 nt9.76 Elev 21-1 7745 107 ll 7725 281 61 i7H.26 285 99 ;717 66 356 H 7710 442 64 7750 41 67 7740 7720 191.77 7713.98 295.27 7717.63 369.96 7735 166.5~ Sta Elev 64.07 7735 23l.U 7718 55 :19:1 47 771L69 324 17 7719.05 l94 17 7740 V<~lues St<~ n val 0 0 so· V<~l F 7718 107 278 284 346 412 Elev St~ 53 09 7730 297,5 7714.69 306 ~5 '1717 68 367 96 7725.27 429.91 7740 P~rmanent ' 0 7751.04 81.6 7730 269.4 7717.63 :IS. .13 "713. 71 318.28 7720 417.18 7745 1S 68 7735 296 61 7719.19 301 75 7715 12 ]66 95 7725 <122 75 7738 7l Ex pan ; ' Elev H1 Cord Lo Cord 0 Contr Co~H 297.06 77U.2t 478 81 7718' 26 0 303.75 2B Sta 18 77 7735.14 271 11 7718 ]8 ]01.65 7714 72 152.68 7720.~ 414.94 77]5 478.Bl 7755 Sta n Val Sta 0 295.27 269 Lett ~lght Coeff Contr 269.4 295 27 ' n V~l 0 Upstnarn Emban~ment s1de slope 0 hon< Downstream Embankment S1d~ slope 0 honz Max1mum allowabl" ~ubmergence !or we.r !'low 95 Elevatlon at ~o~hl~h we1r flow beglnS Energy he"d us~d '" spillw<~y des>gn Sp>llway he1ght us"d in des>gn we1r crest shape - aroad Crested Nunm..r of CUlverts • to l- 0 verr1Lal to l 0 verucal 1 Culvert Name Span Shape Rl9~ CULV£RTH Ci rcul<~r ~HWA Chan t - Concrete P>pe Culvert F"H\oiA Scale ~ 2 Groove end "ntrance W>th he<~dwall Solut>on Cnt~na- Hlghest u.s_ EG Culvert Upstrm Dlst Length Tcp n Botcom n Depth lllcclled 5 12 Oll ~13 0 Numb"r of Barrels • 2 Upstream Elevauon 771.4 2 Centerl>ne Stat>ons Sta. Sta. " 298.5 Entranee Loss Coef Exn Loss Ccef 2 1 300 5 Downsta<~m nevauon • Centerllne Statlons Sta Sta 282 ·' 7714 284 CllOSS SECTION RIVER. R~ach U RKACH: Sab1no Canyon RS: 4670 Ul~tJT Oescnptlon: XSEC Oownatream ot Culv~rt ~ 5 Stauon Elevauon Data 28 Sta Elev Sta Elev Sta Elt <:ord Lo 13 8~ 7780 56 24 7760 97 1) 77)9 95 1~6 58 /727.78 :n8 sa 7710 307 15 7702 68 ]13.]9 7701 74 319.51 no2.06 340.~6 710}.4] 433 47 7720 499 79 77]0 607 13 7745 0 /785 46 ~5 7765 97 07 7740 14] 55 77:l8 56 :~n ~9 77lS 306 33 7702 95 ll2 04 7701.74 311.21 7701.75 ]]1.)6 7702.85 414.91 7715 459.85 7727.45 617.~2 77'10-92 679 "<1 7755 ~nrllng·s Sta n Values n Val 0 llan~ 0 Sta Lett 284 34 lnettecove Flow Sta L 0 n4 .~s Sta 0 33LJ6 R1ght Coef t Sta Elev 26' 96 76.37 LJ4 _53 l&) .45 2a4.34 J09 94 31L9 323.69 386.)9 446 l6 7715 7750 7735 7721 94 Ex~an ' ' num~e~manent E~ev 7765 7745 7730.49 7721.9] 77l.O.SJ 7702.64 7707 0:1 7715.76 7740 7755 noJ sJ no1 n 7701 75 7702 44 7707 72 7722 42 57~_8 7738.<7 664.45 7750 Sta 36 H 66 66 £lev Hl.S 77]0 178.59 287.08 lll ll6 09 )2'1.9:2 396 JS 454 ll 584 667 as 7720 7702.H 7701 74 770],' 76 7102 81 77:0 ;n5 7740 7750 3: 7770 7745 0 Cont~ 331 '36 Sta R £lev 306.'.6 7704.5:1 679.21 7704.57 LO Cord O:l~v n Val n Val C~~d 7~75.67 775"i 7736.02 77:15 ~704 81 7702 29 7701 75 1102.n 7706.23 772~ 66 7735 7746.47 Sta Stil H1 "' )147707.577 25 59 66 05 ll3 _17 159.87 274.2 JOB l 314.22 l21.7l 369 09 439 ]5 554 51 6]3 31 284.H ' ' Embankment s>d~ slope Downstream ~mbankment Side 5lope Upst~eam co~d :!047708.077 400 7708 Oownstaam Br>dge C~oss Secuon Data StatlOn Elevat>on Data num• 61 Sta Elev Sta Elev Sta 34.56 76 '0~ 123.14 170.1 299.08 312.16 JlB 47 371.68 H5 05 624.94 0 R1ght 240 77QS 3247709.077 '" Elev n.26 7770 7750 68.46 115.64 7735 143.71 7725 241 71 771]' 04 ]10.52 7702.64 319 Jl 770t.2~ H7 75 77l.S 433 26 7735 614 71 7750.69 n val Lett 298 Sta Hi Cord La Cord 3247708' 077 12-02 7775 66.9] 7751 11 111.4 7737 57 132.8~ 7726 24 219.18 771< OS J08.t7 7706 08 117.57 7702 6$ )44. 8 7713.9 420.68 7730 603-42 7750 l.O.t7 57.67 84.6) 129.32 192.36 307' 85 315.77 )28.46 405.21 5ll 6 7775.67 7755 '1739.}5 7728.07 Co~d 3 horn 0 honz to l 0 vertical to l Q verncal Page 18 of34 Maximum allowable submergence !o~ wu~ now • 95 Elevanwn at wh•c:h wB>r now b~g>ns Ene~gy head used l!l spillway deSlgn SpJ.llway hught used J.O Oeugn we,r crest shap~ Broad Crested < Number of Culverts • Culvert Name Shape RlSe Sp~n CULVtllnl Arch 3.9167 5.9167 FHIIA Chart • 41- Arch; Corrugated metal ri/WA Scale • 1 90 Don Cntena • H>ghe9t U.S. EG Culvert Up9tnn D>9t Length Top n Bottom n ~8 ~8 024 tlevat>on • 7702.66 Centerllne Statlon • Dcwnstream Elevation • 7701 69 Centerllne Station .024 e;oc~ed Depth E:ntrance Less Coef 0 Exlt Less Cue! 5 Upstream 3H 314 CROSS SECTION RIV£11: Reach U REACH· SabinD Canyon INPUT oescnpoon: XSEC Downat~eam Df Culvert H Statlon Elevauon Data num• 61 Sta Elev Sta Elev Sta Elev lJ 85 56 24 97.lJ 156.58 21s sa 307 15 lll 39 31.9 51 340 26 OJ 47 199 79 627 n 7780 7760 7739.95 7727' 78 7710 7702 68 7701.74 7700.06 7703.47 7720 77}0 7745 25 59 66.05 lD.l7 159 87 274.2 30B.J }14 22 321 73 369 09 439 35 554 51 63}.31 7775' 67 n55 7736.02 7725 7704 at 1102 n 7701 75 7702 22 7706 2} 7721..66 7735 7746.47 Manmng'S n Values Sea n Val Sta 0 0 284.34 n Val 0 Sta 331..)6 n val 0 0 tG.45 97.07 143.55 1.97 99 )06 )3 312 04 ll7 21 lJl. 36 41.4 91 459.85 6l7.82 679.21. 7785 7765 7740 7728.56 77lS 770< 95 7701..74 7701.75 7702.85 771.5 7727.!5 7742.n 7755 Sta: Left Ban~ Rlght <84.34 lneffecuve no,. Sta L Sta R 0 95 nt CROSS Lengthe' Left Chann~l ~13ht 331 3 }08.04 312.42 J:ll.36 nutn• 8!~v Sta 26 96 76 37 lH Sl 163.45 26'1 H 309 94 ]H.9 323.69 386.J8 448.1.6 572.8 664.45 El.ev "l775 7750 7735 7721 94 7703.53 7701.-94 7701.75 7702.H 7707.72 7722.42 77JB.27 7750 Sta Elev 36.66 7770 86.6G 77'15 141.5 7710 178 59 7720 2s1. oa 1102 9'1 7701.71 llE 09 7701.76 J2'1 92 7702 '91 196 lS 7710 154 .l: 7725 584 6} 7740 667 05 775~' 31 ll' Expan ; Permanent 306.1.6 7704 5:2 079.21. 7704 S"l F SECTIO~ R"tVER Re~ch U REACH: SabJ.no Canyon "~ Descr>pt>on· Station Elev~t>C·n Sta Elev 0 7770 J.08 _} 7750 158.84 772"7_71 ~48.81 7710 HO.OS 7695 482.34 7690.20 593 92 7715 798 68 Data Sta 46<:0 4l Sta 8:~v ll 16 7765.57 l.l8 .84 7745 179.6 7725 262 08 7706-03 lSi. 73 7690 507 _iS 7695 615.78 7720 7735 18 J.<:9 217 109 359 5<9 637 758 ~lev 87 7765 64 7740 91 7720 &6 7705 74 n 7689 H 63 7700 88 7725 56 7740 £lev Sta Elev 63.11 7760 1.40 67 7735 n3 87 771.9.n 311 84 7705 438 97 7689' ] l 5~0 45 7705 650.61 7727.8 772.H 7745 Sta 89 09 151 98 234 83 3~5 11. 464 11 572 43 675 95 785.6 7755 7730 771.5 7700 7690 771.0 7730 Coeff Contr. Exp~n 7750 7755 Mann>ng'S n Values Sta n Val 0 055 Sta, Ban~ RS: Sta 354.73 ~eft R>ght 354 '73 438 97 n Val 04 Sta 08.97 Lengths n val "" Left Channel <16.67 217.6 R>Sfht ' 172.7 ' CROSS SECTION RIVE~ Reach ~: REACH: Sabwo Canyon Rs, HlO lNP\JT DeSC< lpt !On Stat>on Oevauon Data Sta nev Sta 0 7785 H.8 7765 1l.l 63 77t0 1.69 54 7710 2'12 H 76~5 368 74 7678 lS 470 03 7690 516 45 7710 7Jl. H "l735 M~nmng's n 5 59 1.20 lBl 256 392 496 002 742 37 H 87 94 u 61 15 29 n Val 2~ ""' 0~ l.J 72 126 198 05 33 46 271 >96 498 639 753 " 96 87 28 67 Elev 7775 7755 77}5 7710 7085 7690 76'15 7720 7745 Sta }1 s 05.5 Hl OS 2l.l .87 286 ]4 4]] ss 528 93 669 53 702 97 El.ev 7771.84 7750 "l7l0 7705 7690 7685 7700 7725 "l750 Sta Elev 7770 r, 7745 155 }7 7725 2:28.1:2 7700 289 2:2 7679. OS 452 78 7686.43 555 44 7705 68"' 64 7710 772 68 7755 H.B ~8 Value~ Sta n Val Sta 0 0 289 .2:< Banl< Sta nev 7'lSO 7760 7737.D4 7715 7690 7679.1.6 769t.66 7715 7740 Left Rlght i.89.n 368.74 Sta 368. 7'1 Lengths: n Val 0 ~ett Channel Rl.Sfht 84.94 105.:2~ lH 16 Coef! Cone~ CROSS St;CTION RlVt;R· Reach ~: RE:ACH Sab•nc canynn RS: 4600 Page 19 of34 lliPliT Descnptlcn, XSEC Stauon ~levat1cn Sta Elev 0 7770 68- 0' 774~ 126.<1 7720 199.39 7700 271 O:.l 76SO 3'J:.l OJ 7670 56~ 65 7696.<:6 67l.n 7715 7H S:i 77Jl 01 UpHtaam Qf CdlV~rt # ) Data ~3 Sta E:ev Sta Elev ~~ '17 7765 :i.B 06 7760 B1 _a 77~0 90.04 7737.04 H0.8l 7720 155.05 77t5 228.8 7690 ght l.engths: Left Channel ]20 J8 17:i..OJ 28 83 26 7 lne!fecnve Flow num• St~ L Sta ~ Elev Perman~nt 0 l54 H 7677 49 F HJ.H 7H.<9 7677.49 Co~lf R1ghL 50.57 Conu· ' C\J!.VERT RIVER R&A~"H !r ~3 !r~m llp~tr~am Deck/Rc-~dw~y iolldth Cceffl~>ent llpstr~~m Deckl~~adway XS 4 ~ 17 3 l Cc-crd1nates num• Sta H1 Ccrd Lc Cord ~76<4.07 S745 77:<5 '1700 ;_73 0:< 7HO :!7:< o:; 7U5 "04 05 7630' '" 071 7"710 126 :;.1 )g9 39 714 ''" n-:n 01 St• H1 Cord !.o Cord 1 ~a_ 96 7677. 4 9 Sta Elev H .17 7765 81 .8 7740 140 81 7"100 ;o J] 9< 7695 :<85 51 7677 :<5 410.4) 7680 seo 1 7700 " " 59 711~ 55 ;:; -46 7735 i'lann>ng'" n "Jalght c~~u Contr. 3:20.38 372 '03 Flew num• Sta l. ~ta R Elev Perm.onent 0 154 _46 7677 .-19 3El H 7H :;.9 7677 49 Banl<. Sta D~·wnstHam D~ck/Roadway num• 3 Sta H> Cord Lo Cord 2:<5 54 706.7 Dcwnsn~•m BrHige Staucn Elev~uon Sta El~v 0 7745 60 71 '77:15 na oe '700 197 'l9 "16&5 297 12 767:<.<6 415 5) 7695 559.8 7710 Sta Elev 40 77 7755 96 07 7735 170.02 7710 <:43.69 7685.03 340-99 767] '68 494 '2 7690 621 n 77os 698.0 7725 5ta 54 24 ll1 15 184.66 241.93 359.96 549.19 648.47 711.5) Elev 7750 7730 7705 7665 7673 4~ 7695 7710 77]0 n Val 0 ; Cccrd>O.Ot~s Sta H1 Cord l.o Cord 283.59 7677 Cross Secucn Da~a Data n"m" ):i Sta Elev Sta Elev H 54 7740 2<.87 77:!7.04 76 37 77:<0 91 26 7715 155.7 76~5 170.3 7690 214 6~ 7680 <25.54 "1676.7 312 "1675 34).38 7680 4H l6 7700 472 3 7703.95 ~88 47 7714.79 Mann,ng-• s n Valu~s Sta n Val Sta 0 055 245 65 ~1 Cord Lo Cord 7676 64 Ellpan ' ln~ffect1Ve Sta ~01.25 num• n val 0< "" ll2 77 Cank Sta· L~~t l<>ght Coeff Contr 245.65 312 '77 lneflectlve Flew num• St~ l. Sta ~ Elev Permanent 0 27S .04 '1676 _ 45 ~89 Oi ~oe.n 767"-40 Sta H> Ccrd I.o Cord l43 7676 '2t S90 SOB 06 7705 u 121 197 283 3 91 n Val "" ' llpstaam Emde slope 0 hor1z. M~x1mum allc.w~t>le sut>m~rg.,nce lor 'IEH flow • gs Elevat>cn at 10h1Lh we;r flow beg>ns Energy head used 1n SPlll,.~y des1gn Sp>ll,.ay hn deslgn "en crest shape 8road Crested Number of Culverts • Culvert Name CU!."J~iiT~1 FH~A to ver"'cal ven>cal 1 span ' Chart# 41· Arch; Corrugated metal fH~A Scale ~ 90 Degre~ headwall Sclut1cn Cr>tHl~ • Hlgh~st U.S EG Culvert Upotrm D1St ~ength Top n Bottom n 4 ~ 20 024 024 llpnream Elevatlcn • 7673.49 Centetl>n~ Stauon • 358 % DO""stream Elevat>c-n • 76n 5 DEpth &locked 0 Ent~ance LoU Coe! .9 F.xn Page 20 of 34 ~ass 1 Coel CROSS SEC'I'lON RIVER. Rea~h H REACH: Sat>1no Canyon INPUT Descnpnon: XSEC Statlon nevat>on Sta El"v Downstre~m O~ta Sta 0 1745 60.71. 7725 138 l8 7700 197 99 7685 297.12 7672 66 41.5.53 769S 559.8 7710 H.St 7740 76.)7 77LO 155.7 76~5 ~H 62 7680 :!1.2 77 7675 444 )6 7700 588 47 77H.79 Mamun9's n Values Sta n Val 0 ~>9ht Sank. Sta· Left 245.05 Sta ~ 0 2B9.04 Sta 22.87 77).7 04 ~~ 26 7715 1.70] 7690 2;:5,54 7676.7 Hl.Je 7680 47< l 770).95 num• n Val ghr. Le!" Channel 96 17 l2C79 Lengths Elev 77)5 7'/10 7688 ' l n Val ll2' 77 " Sta :8.56 106.13 176.15 Cce f f Cont ~. 150.79 E~pan ' ' Pe~m;onent ' 278 04 7676 45 588 47 7f.7E 4~ CROSS SEC'I'!ON RIVER ~EACH Reach ~l Sab>nc cany<:.n R2- 4580 IN~'JT Oescr>ptlon Stn10n Elevauon Data Sta Elev Sta 0 7760 76 44 77)7.04 1715 7690 7670 :l7s se 7H6 o9 502 ;9 7690 Elev 1< H 77~5 8< _;_; 7735 7710 7685 HO 72 221 5} 156_9;: -:;)7 94 292 '16 JOE 66 7E6f 61 399 o9 MannHl.g's n value~ Sta n val 0 0 Bank Sta: LHt n 0:01 7~S~ 7750 7705 7680 76G5 767S 7700 <54 <9 ]15 9t 4<5 5) 067 15 Sta 01 I n-:;o "' 189' 53 11 346.1 451 585 "i.l no n Elev 7745 7725 7700 16"16 '7 7H5 7680 770: 2 Sta Elev p 86 7740 105.15 7720 "/.05.« 7695 272 62 76'15 H9 <6 7665.66 477 19 7685 635 84 7701 68 n Val :!OE.H 0 Length.- R>ght H9 nc Canycn REACH 'INPUT Descnpnc,n Stauon Elevauon I;ata Sta E1ev S~a 0 Sl H num• n val 93 0 7HS E~ 9~ 130 20J 267 J5J 4U SJO 00 JB 7E l< nss 440 64 Sta 6~ 117 O< 706S 7690 7705 523 51 708 01 47 H 188 6~ 260 S6 Jl7 19 numElev 77(,0 7740 ?715 7690 7GE7 _58 7655 7670 7E9S 776~ i'lanrllng'g n Values Sta n Val 0 0 Bank Sta: Lett JOE 9J 4~ :!OE R>ght Lengths 364 <7 n Sta <6 _>< E1ev 77SS 7735 7710 7685 78 .2'1 lH 4) 217 1 <76 p 71065 lti :;7 7656 5:0 '183 Sl 7675 5:!l s7 7697 1E n Ele" Sta 35 lS 7751 .57 91 ] 17]0 158 8& 7705 <31 09 7680 <95 47 7"60 400 57 7656 19 495 a:: 7HO CH 67 7700 Sta 38 7) 101 SJ 17] 78 :246 )4 Ele'-' 7750 1ns 7700 7675 9) 7656- ?8 306 42: 91 7660 509 2l 7685 690 n no1 a V~l 0 Left Channel 158.75 158.29 R1ghc Ccef! Con'r ' 160 89 CROSS SECTION F.xpan ' RIVE~ Reach H REACH· Sab1nc Canycn INPUT De~crlptwn Statlon Elevaucn Sta Ehv 0 S8 :::6 122 9? 171 8~ :l66.64 ~ata 76~0 7600 764~ 76SO. 9 Mann1n9'S n Values Sta n Val 0 ~an~ Sta D5S Left 16< SJ num- Elev 7700 '675 1:!5 6: 7657 19 174 .00 7E43 61 ght 219 Je 1.85 0~ 308.83 ~ngcn, Statlon Elevaucn Data Page 21 of 34 Sta Elev 0 7090 71. <6 7665 !51. Z 7HO 214 n 7540.45 164 15 7655 M~nmng's Sta 0 n Values n Val Sta 055 167.13 Bank Sta· Left 167,1J Elev 7655 7660 76J5 7645 7660 "' ll 59 55 -~5 167. 13 264-78 413 .l ~•ght 196.8] Sta Elev 25-51 7680 104.35 7655 182.2 7630.5 265 61 7645 32 '136 '8] 7665 n val Sta 196.8) 035 Sta Elev .-19 7670 09 7650 196 83 7635 :i09 77 7645 76 464 '52 7670 ) )9 uo Sta '1} 0 '" '" 4 07 £lev 7PO 7645 7040 7650 n Val 045 Lengths: Lett Channel 187.13 2H.04 !hgllt 247.65 Cceft Contt· £xpan ' ' CROSS SECTION ~IVER: REAC!!: Reach ~I Sabino Canyon RS: 4550 INPUT Desc:r>pt1on Statlon nevauon Sta £lev o 7690 59 71 7665 U6.09 7640 224-98 76<5 311.94 76J2 OS 429.41 7650 Mann1ng's n Values Sta n val Sta G 055 257 .SJ Ban~ Sta· ~eft 25'1- 53 " Data Sta Elev n 31 nss 70 44 7660 133 94 76]5 257 5} 762) 67 356 83 76]) 76 453 71 7655 H1ght 282.51 Sta Elev 26 89 7680 79.54 7655 142 59 7612 '86 264 91 7621 '5 362 _16 76l5 477.89 7660 n Val 035 ~82 Sea 51 Sta 37-87 91.17 164.9 192 51. 3BJ n 499' 95 £l~v 76-;s 7600 7630 7645 7040 7005 Sta .a eJ 10< 8\: 7t45 192 "' n:5 St~ 40,4\ 3<' ee 151 ;;: Expan CROSS SEC1"10N RIVER· Reach ~1 REACH: Sab1nc Canyon RS. 4530 .. INPUT Desc:r1pt1on: Staoon Elevauc-n Data Sta £le•.1 Sta Uev 76~5 lJ 7] 7£90 68.26 7670 91 92 700~ 174 I:< 7640 161.19 7645 218.67 7620 2.!0 19 7615 250.98 7600.49 251 .6-1 7600.49 279' 07 7610 286 Jl 7611.24 352.28 76<5 363 14 7610 404 77 7650 414 59 76S5 465 83 '1675 479 98 7680 529' 38 7700 ~annwg•s Sta 0 Ban~ Sta n Values n Val Sta 055 ~30.19 Left 200.19 R1ght 2HG.:D ~lev Sta 27 -,:;; 96.57 7685 7660 185 -· 7635 lU -,g 7610 252 57 7600.H 115 )9 7611.59 ]73 89 7635 425 09 7660 491 41 7685 num• n Val 035 Sta Elev 4' 64 7E ~0 113 56 7655 195 52 "'630 249 15 "'605 .46 .<52- 99 760J .87 .)28- 8 70:5 lB4 75 ~£40 437 )9 7£6~ 50l.·J4 Sta Elev 5~-89 7075 131.&7 '16>0 76_i5 :<06 65 :<50 H 7603 9:0 :<54 2l 7H5 48 340 88 76£0 394 88 7&45 H9 89 700 n val m Lengths Lef' Cllannel 123.67 12~ 76 R;ghc Ex pan 135.0& CROSS SECTION RIVER REACH Reach #1 Sab1nc Canyc,n KS 45LO INPUT Descnptlon, XSEC Upstream d Culvert • :2 Stu1on Eievat10>n ~ata num• 55 Sta Elev Sta £lev Elev 0 7695 10 99 7690 2211 '1685 70 1 7670 '1H5 7660 86 OS lOS 15 150.01 7645 JJ 7HS 176 55 7640 160 74 7615 223 79 ~625 : 37 •• 76~0 54 126 ]J 192 :<9 266.02 76!5 -;n5 H H -~£-~7 759:;._:~ 08 '12 'll 1< 47 ,, H 94 :<1 5:< 47 8(' !1 09 -;uo ]09 :<} 7097 9] '!40-H 7608 .<5 383 _; 06]0 -133 38 7655 404 44 7680 530.75 170'> El~v 57 7f75 7t50 7630 7606 6'i 759;__;:a '1598 lJ 7010 7635 0 660 7615 ·~ 47 7'10 7; Mann>ng•s n Values Page 22 of 34 Sta 0 B~nk n Val .855 Ota Sta 278.35 ~lght Left 27~ .ls 295. n rneffect1ve Flew nurn. S<:a L St~ R ~lev 0 279 38 759'1 1.2 294 .6'1 548.47 7597 .ll n val .0)5 Sta 295.26 n 'J~l 055 Lengths, Left Channel 56 55 52 Bl R1ght 57 42 Coe!f Contr ·' ~ermanent CULVERT Reach n Sab1no Canyon RlV£R REACH RS' 4515 !NPUT Oescnpt1on: Culverr: •• East Sab1no Road D1Hance from Upstre.>m xs Declt/Road .. ay W1dth J3 Wen Coe!flCl~nt J 1 Upsti"eam Oeclr./Road,.ay Cocrd1nates num• l Sta Ill Coi"d Lo •:crd Sta H1 C;nd Lo Cord 0 7597.5) 287 7597.~: Upsti"e"m Bndge Cross Sectlon Data Stauon Elevation Oa:a numSta E:ev Sta Elev Sta Elev 0 7695 ll.99 7690 <2 i l 7685 70' 1 7670 a; OS 105 18 7660 lb). 74 176 55 7640 150 Ol 7648.31 253 l4 7615 223 '79 7625 233 86 279 67 7595 25 280 89 7592 ]~ 278' 35 7597.18 295.26 7597 .:<8 300 H 759'1 .51 304 l8 7597 8 ll8.oJ 75B ;n 3~~ 55 7601.91 334 88 7605 n 37~ 46 762 5 355 3 7615 ]63 74 76~0 7645 422 ;4 7650 401 18 7640 411 09 455 ;n 7665 46~ 94 7670 474 71 7675 7690 515.6 7695 5:26 34 7700 505' 01. " Mann1ng's n Values Sta n Val Sea 0 055 :<73.35 Left R>g~t :.ns. Js •9s .<6 Bank Sta n val 0}5 Sta Elev ]7 49 7680 126 31 7655 192 29 7635 <:66 02 7610 292 27 7592 .2B 309 n 7597. n ]40 l.6 7608.<5 ]8] ] 76]0 OJ ]8 7655 484 H 76CO 536.75 7705 Sta Ele·' 54.27 7675 144 H 7650 208 21 76)0 272 52 7606.69 193 47 7592.28 312 88 7598.13 ]47 ll 7610 ]9;' 59 7635 H4 73 7660 494.57 7685 548 47 7710 n Val 055 Sea 295 26 (Odl Ccntr Sta H1 Card 1.0 Cord ]47 7597.68 ~xpan ; ; lneffect1ve Flow numfermanent Sta L Sta R ~lev 0 279.38 7597.<< 294.64 548.47 7597 n ' ' Downstream Oeck/Rcadway CccrdlnateG ; Sta H1 Cord Lo :ord Sta H1 Coi"d Lo Cord 0 7596.65 287 7596.65 Do,.nstream 8n,dge Stat>On Elevauon Sta nev o 7690 60 37 7670 U9 78 7648 B 2)4 8:2 7625 299.44 7597.48 319.69 7603.02 385.77 7614.33 420' 79 7635 4'12 .38 7660 522.17 7685 573.67 7710 Cross Sec:1on Data Oa:a 51 Sta Elev Sea ~l~v 1s.2 7685 •o 88 768L38 70.64 7665 96 16 7660 17~ 45 7640 15~ '39 7£4 5 2;0,7 7620 <£5 H 7615 306 ]7 7591 &l 302 H 7591 48 JH ll 7605 354.'1} 7605.7£ 7620 395 3 J8'i 81 4J) OJ 76-15 HO 4 7670 482 07 491 7 SH .07 7695 ~ J J 68 Mann1ng's n Values Sta n Val Sta 0 .055 :i9t 54 !lank Sta Left 294.54 lllg~t Cceft Sea 319.69 Cent~ 7655 l98.~'j ~f;)5 2H.9l 315 .S6 367 .1'1 403 in 4'>1 J 501 '48 55] 6 7F.:O >5~1 61 7610 7625 76<00 7675 7700 Sta ;s. 54 l:i] 2 29'1 ]18 372 412 H2 SH 560 E:ev 7675 76~0 217 7630 54 7605 77 7591..58 19 76ll.68 25 1630 56 7655 ;;.> '680 H 7705 Expan ~lev Sta R ; Permanent IJpseream Embankment ~1de slcpe Do,.nstream Embankmen: Side slcpe MaXlmum allc10abl~ su~mergenc~ for wen !lew El~vation at 10h1ch .,..,,~flaw beg>ns Energy head used 1n ;p1llway des1gn Spillway h~lght us~d 1n d~sogn We•r c~est shape Number of Culverts • Culv~n El~v 7650 n Val 055 ; 3\9 ;9 St~ )0 .•• 1.13.19 Flc"' lneff~cuve Sta L n val 035 Sta ill Cci"d Lo Cerci )4 7 7596 . ~~ 0 hc~n t~ 0 honz t~ 1 o .~ verucal ven1cal 95 Bread Cre~ted 1 Name Shape RHe Span Arch 3 9167 5 9167 41· Arc:.; c~rrugated rnetal PHWA Seal~ ~ 90 ~egree headwall Salut1on Cnter1a • :ilghest US. EG CUlvert Upstrm O!St L~ngth Tap n Sr.( tern~ 5 JO :J24 024 Upseream Ehvaoon • 7592 88 Centerline Stat1cn287 29 Do"'llstr~am Elevn1cn 753: :< CULVERT~! FH\nlng•s n Valu~s Sea n va: Sea 0 055 294.54 Bank Sta Left 294.54 Rlght 3l9 69 El~v Sta R 96 16 7660 178.45 7640 265. H 7615 ]06.37 7591.61 JS4.4l 7605.76 J9S. l 7620 H0-4 7045 49l.7 7670 544.07 7695 n Val S'a n Val 035 319.69 055 Lengths lnetfecuve Flo" Sta L 7665 7645 7620 7591 '4S 7605 7615 7640 7665 7690 Left Channel 1.07 <9 1.<3 56 1.1.3 19 7655 1.98 99 76]5 279 9J 7610 315 86 7591 .61 l67 H 76lJ 40} 87 76:25 '151.3 7650 501 '48 767'0 SSJ 6 "1700 Rlght 1.41.49 :JJ .2 <17 234 54 JJS 77 ]12 412 462 511 563 7~91-58 19 7611.68 25 7630 56 ~655 42 7660 66 7705 coeff Concr ' 0 Permanent 7650 7030 1605 ~xpan ' CROSS S!:CTION RIVER ~each U REACH, Sab>nc Canyon RS, 4500 !N~UT Descnptlon Stat1on ~l.evatlon Data Sta £lev 0 7685 69.6 7665 l.<9 OJ 7645 n:z 65 76.<5 288 59 7607- 9l 357 67 7588.31 395 85 7599.69 4]] 98 7632.7 505 22 7650 58: 66 7675 num• Elev 7681 H 7H0 7640 7624 72 7605 '71 7588 . .<7 "Sta Sta 33 S4 H 1.47 04 224 79 J:~ 1.4 J59 J8 t09 7 '15E 67 s:n 07 594.85 76JJ .05 7655 7680 OS l2 48 410 81 46, ]1 5l6 98 608-22 3ea 341.06 n Val 035 l69-~5 18 98 t65 2H 319 36: 76~0 .8'1 57 n Elev 7680 7655 76J5 7620 7605 '59l '28 7621 64 7635 7660 7685 Sta El~·' ]7 .]9 7675 11]_6'1 7650 187' 4i 7630 262.5 7615 )41 66 7600 ]b9 25 7599-33 418 09 76<5 47J s: 7640 552 96 7665 621 67 7690 Sta Elev 54 49 7670 118 95 76'18' JJ 202.6 706.9 .181 61 7610 l55 l.G 7591 l4 395 Sl 7600 428 5:1 7630 488 18 7645 568 64 7670 Mann1n9' s n values n Val Sta 0 Ban~ .~55 L~ft Sea Hl 66 Lengths R1ght l69 ~0 Sta n l'al 055 Left Channel 212.:29 l93_7B Right 168.97 cceff Ccntr F.xpan CROSS SEC1"!CN Reach n Sablno Canyon RIVER RF.ACH· INPUT DescrlptlOn Statlon Elevation Sta Elev 0 7620 126-11 7595 190 7587 252-89 7605 291.61. 7625 Left 175 HS5 oau " Sea Elev 39 91 7610 175 7590 230 :zs 7592-59 ".?69' 58 7615 324 88 7635 ~ta Elev 25.]) 7615 1.69-22 759l.}J iOO 7590 161. 39 761.0 308.24 76)0 Mann1ng•s n Values Sta n Val 0 0 Sank Sea RS: Sta 175 Sta 200 n Val 0 Lengths R1gh" 20•) Sta Elev H D 7600 187 5 7585 :;o 15 76oo 281 08 76:l1 .69 2}4 67 277 _ 81 n Val 0 Ldt Channel 154.64 Sta 61. .8 R1ght !0'8.78 Ccett Coner l01.i8 ' CROSS SECTION RIV£R, Reach U REACH: Sab1nc Canyon RS. 400 lHPUT Descnpt1on. StHlOn Elevatlon Sta Elev 0 761.0 112 7587' 5 166-99 7587 51 17] .64 '1605 Data 69 1!5 168 201 Mannlng's n Values Sea n Val 0 0 Ban~ Sta· ~efc H< (ROSS 74 85 08 76 Elev 7605 7585 7590 7610 SC3 _12 num• n Val 0 "' Rlght 1.36.70 Lengths " Sta ~lev 92 58 7600 11.8 94 7582-3:2 l. 70 08 7595 220_7'1 '615 Sta 138-78 n 71 46 94 61 Elev 759~ 7585 7000 7620 Reach U R£AC~· Satnno Canyco £lev 0 1:<8.53 ~lghc coel! Ccntr ' 1.46.49 S~CTJGN R!VER Su 109 7 7590 1J6 78 7587 83 173.63 '605.1.8 Val Lefc Channel 1.09.24 "' lOl. 128 171 239 lNPUT Descnpt>on' Statwn Elev~tlon Sta ~lev 27.6 40 l 7 86 SJ 118 3 7606- 8~ 7585 756 9. 7~ 7580 7605 "'ann1nq' s n Data i:ta ;: 4 ]~ 59 40 SJ 9< 85 Elev Elev 'l600 7500 7575 75j0 76 05 7~81.~5 7570 7585 5t3 Elev J5.os 7'in JLH 7575 61. •J4 7576. JJ 104 94 7595 Sta Elev 759u 40.06 75'0 •:: 4S '570 )2 11!_;_~ 7EOO on Scauon Ehvatlon Sta E!ev 0 7670 102 79 7650 157.13 7630 7610 196 66 236 02 7560 27E .39 7553-9 316 51 7570 HS.lS 75% 7620 360' ]9 416.76 7645 Manning's n Values Sta n Val Sta 0 045 244 :23 Bank Sta· Left 2-H 23 ., num• Daca Sta Elev 52.51 7665' 98 119 08 7645 169 04 7625 205 74 7605 2t4 2) 7555 298 83 7554 22 322 19 7575 352 7600 387-45 7625 424 7647.59 Jhg-ht 276 l9 Sta E1ev 55 57 7665 131.92 7640 178 7 7620 215 7600.07 :255 H 7550 299.97 7555 3n 74 7580 359 11 nos 394 52 7630 43] 18 7650 n Val 04 Lengths Sta 276-39 72 145 182 215 260 305 Sta '14 5~ 54 12 S7 45 38 J66 H 401 '6 45]- 39 ]]J Elev 7000 H35 76:s_; 7600 7547' 8 7560 7505 7610 7635 7655 Sta E'.ev 87 .84 7655 H9 27 7633 69 187 86 76!5 .1<9 24 7575 266 48 7550 311 05 7565 D9.l 7590 ]7] J2 7615 ~ 08' 71 76t 0 n Val 045 Left Channel 147 56 Hl.7l R1ght 117.21 Coef! Contr Ex.,an ' CROSS SECTION RIVER· R~ach U ReACH Sablno Canyon INPUT Descdpuon, Stat;on El~vaoon Sta Elev 0 76'10 55.23 7015 94 3l 7575 1 H. 3 7555 7540 '.54' 92 -,'15 190' s -,o <:20.19 264 17 7595 315.59 76~0 365 71 7645 RSo Oat~ ~ta Sea Left 137 Ol " St.'l ~lev 2< 48 7630 66 '77 7609.29 90.59 7570 1<9 '19 7545 175 66 7540 202 JJ 7555 7580 237 07 7605 284 65 7630 335 79 ]76 74 7&50 El~v ll-.24 7635 65.23 7610 84_7 7573.7 122 >J 7550 1%.2 754C.}8 196 63 7550 n7 65 7575 :274 36 7600 125 81 7625 370 83 7647.58 M.'lnnlng•s n Values Sta n Val ~td 0 045 lJ7 Ql Ban~ 4470 Rno Canyon Elev 85 7620 37 7600 35 7560 75 7536 '09 76 7539.89 :25 7565 0~ 7590 24 76;5 7! 7040 H RS' 4460 tiiPIJT Desc~lpt;on Stanon Elevauon Sta Elev 0 7605 53 35 7585 lJ0.25 7560 75'15 184.98 208.'18 7523.07 266.11 7510 295 6 7550 329.87 7572.36 365.55 7595 409' 05 Data Sta Elev 11 91 7601 5J 67.76 7580 147 45 7556.1 190 51 7540 215.'16 7525 26E.6 75)0 303 91 7555 334 15 7575 3"1] 97 7600 Mann>ng' s n Values Sta n Val Sta 0 0 20l 5 B~n)< Sta: Left 201 .5 Rlght .58 n lfal 0 Lengths· 23~ """ 18.41 78.24 l7 ·'- 6 196 07 n2 ss 27J 7) ll2 07 Hln )82 58 ~ta 232 58 Elev 7600 7575 7555 7535 7530 75]5 7560 7580 7605 7630 Sta Elev 1s9s 90 45 7570 173 95 7554 91 201.5 7'>30 2Jl 89 7530 -1 281.02 75'10 ll9.'1l 7565 J<9' 59 7585 l9l 'I 7610 4]4_)4 7635 3s n Sta 51 .:23 107 66 179' 39 :206.6: 247 67 2S8 _]4 326.49 )57 '>2 400 H 442 79 Elev 7590 75ES 7550 7';.i5 75]0 7545 7070 7590 7615 7640 n Val 0 Left channel 142.5 1'16.57 R1ght 197 l9 Coef f Contr ' CROSS SECTION RIVER REAC~, Reach #l Sab•no Canyon IN~UT Descri»c•on, St~t 10n 8Jevat1on Data S~a ~lev Sta Elev 0 7600 2.15 759B 15 'I]- 96 7585 48. l 7580 79 47 7565 91.!5 7560 Hl .14 7540 159 44 7535 197.24 7520 206-9 7515 :.:69 n 7520 :262 l7 7516 '81 304 48 7540 312. l6 7545 345 :27 7565 355' s 7570 393 9~ 7585 407 H 7590 7610 471 l6 460 18 Sta Elev <8 "6 7595 50 7577 69 10<- 87 7555 176.77 7530 212 _;_~ 7512.29 278 74 7525 )2 ~ 53 7550 360 28 757<.]6 421_ 94 7595 7620 Mann1ng•s n Values Sta n Val Sta 0 0 l97.H Sea 208 42 Bank Sta: Left B7.2t R1ght 238.4~ n Val Lengths '" ~eft }75_~ Sta Elev l6.6l 7594 0'1 56' 59 7575 lH .87 7550 179.7 7529 17 2:28 l6 7515 267 26 7530 }27 6~ 7055 368 34 7575 4}5 l9 7600 Sta Elev 7590 7570 7545 75.<5 << 75H.8l 83 '5J5 J3s n 7560 }~ l 4 7 7590 H8 !6 7600 ~· _; 9 68 128 187 :<'.8 <:95 78 8< .'J n Val 0 channel 35S 2i: R19hc 371.73 Ccefl Contr ' Page 25 of34 S~C'l'ION CROSS RIVER, Reach #1 R£AO!· Sab,no Canyon INPlrl" Descnpuon· St~t10n ElevatLon Cata £lev Sta St~ :o 0 7620 52 .32 7595 121 13 '~1o 173 94 7550 <68 26 7525 349 OJ 7500 390 85 7501 75 HJ 19 7520 489 33 7545 537 15 7570 566 65 7590 607.tl 7615 Manntng• ~ n " Elev 7615 Sea 20 33 7590 u l3 .1,46 206 317 J60 416 460 507 54'0 582 623 75 17 1J 09 79 93 76 Jl 86 39 7565 lS 7545 85 7520 95 7495 34 7501.89 H 75<5 56 7550 OS 7512 36 6;/ 7595 t6 7620 Oev 7610 7585 7560 7540 7515 7494.H 7505 7530 7555 7575 7600 76~5 Elev :;~~ 30.57 7605 95 7580 158.7:. 7555 19 ~20 87 7535 32B 69 7510 7435 362 42 7510 425 55 470 H 7535 7560 516 95 >5BO 551 56 7605 591 l3 7630 631 ll n 21 108.56 159.2 240. 4J JJ8. 87 ]83 57 434 .36 HO. OS 526.72 558.7 599.27 639 26 £lev 7600 7575 7555 7530 7505 7500 7515 7540 7565 75B5 76:0 7635 Rtqht C~nt~. Exp~n St~ n Values Sea 0 Bdnk sea l7 56 64 1]4 190 299 35B ill 451 498 54< 574 615 n Val Sta n Val 055 318.97 015 Lett D8.a? R;ghc 390.90 Sta J90.85 n Val JSS LeEc Channel Lengths J65.7l 362 n Coe!! H8.D ' CROSS SECTION RIVER Reach U REACH, Sab1n0 Canyon INPUT ., Deacrlpt•on Statlon Elevattcn Data Sta Elev St~ Mannlng's n St~ Va~ues n Val Sta LeEr. 166 9 Sea ~lev 28.58 7555 86 .37 75]0 120 47 7510 :J66 9 H90 245.9< H87.95 ]00. 7 7510 360 24 75]5 410 38 7560 454 ~4 7580 El~v 1:;9 55 180 9 L5J 62 ]ll..71 l7l 07 419.6' nO.lB '" n Val ·" 225.28 74~0 75:5 7540 7565 ~S85 Lengths' Left 2J4 83 R>ght 225.28 n Val m c~annel R1ght. 76 ~63.29 Cce!f Contt· jgj E::.HS num~ Sta 166 9 ass San~ Std Elev 17 -11 7560 75 45 7535 117 96 7515 t57 97 H95 225 29 1487.31 <89 99 7505 )48 65 75]0 400 99 7555 450 37 7579.H Elev 8 47 7565 64 17 7540 114 .88 7516.65 149.48 7499.53 213 . i ] 7495 279.57 7500 336 08 7525 391 46 7550 441 52 7575 0 7570 7545 51 4l 7520 108.13 H8 46 7500 lS3 97 7480.36 269 l6 7495 322.93 75:l0 181 04 7545 430 .l 7570 REACil' Sab1n0 CaQyon !NPlrl" Descr•ptlon Stauon Elevauon Data Sta Elev 0 7510 127.34 7495 210.04 7470 270.34 7t76 49 110.8 7500 75<5 H8.9 7550 390. S6 Sea 7.76 141.6 ]57 i19 404 J2 Elev 7505 7490 7467. es 7-180 7505 75]0 7555 u3 n 279 J6 l8 )Je " Sta Elev 12.93 7502.16 153 66 7405 229 44 7470 287. ]6 325. 87 366.17 419 7495 75:0 7535 7560 Sea Elev 107.17 7580' 89 169.14 7490 <42 51 7475 295 61 7-190 J]} 55 7515 ]74 17 7540 111 Sta Elev )7 75UO 18-i 99 7475 246.72 7P6 49 JOJ <9 74'15 ]H.lil 7520 182} 7545 Mannl.ng's n Values Sta n Val s:a n Val Sta n Val o o 18t.19 a 242 s1 a Bank Sta· Left 184 99 ~engths Rlght ~42. 51 · Left channel 120.24 HJ 6;' Rl.ght 144 02 Coef! Cvntr Expan ' CROSS SECTION RIVERo Re~ch ~1 R£ACHo Sab>no Canyon RS· 4410 INPUT Descnptton· Scauon £l~vat•on Data Sta Elev St.a o H85.l2 77 27 7469.53 111 .46 7470.09 1.73 .53 7490 055 Bank Sta· Left 77.27 7470 7485 " Sta Elev 21 '18 7480 98 n 7461.89 7470 14'1 75 74gQ 197.19 Elev p 58 7475 7465 110 96 151 79 7470.01 1.94 0~ 7~95 "' ~ca H 96 l l l 15 16'1 H nmn• Manmng•s n Values Sta n val o Uev 7485 7465 2.~1 H.B2 141.39 180.49 Sta n 77 Rcght 1Jl.46 n ~al .OJ~ "' 1]1.-16 Lengohs· n val ·" Left Channel 49 85 97 41 R>ght 12.34 Cc~f! l'cntr Ex pan CROSS SECTION RIVER, Reach ~1 ~U\:"1\•. l'.ab•no Canyon INPUT Descnpt>on, Upat:ream c•f culvert U Station Elevat>on Oat~ Sta Elev Sea Elev lO Sta ~lev "' "' Elev Page 26 of 34 2s. n 7t85 153 33 7465 199.22 7455.1.8 207.82 7458.6 300.72 7470 J48- 93 7495 7~90 ll7 81 7470 197 16 7455.96 206 39 7457.16 300.01 7469 H Hl.42 7490 Manrung• s n Values Sta n 'lal 0 0 R1ght 186.03 236.59 Ineffecuve Flow Sta L Sta R 0 205.1 numn Val , Sta 186.03 Sank Sta, Left 54- <9 7480 186 _OJ 7464 .45 200.71. 7455.09 210 33 7400 312.08 7475 356 64 7500 "' 236.59 Lengths 109.26 7472.37 196.09 7457.89 204 97 7455.79 271 39 7468.27 JJ4 02 7485 374 81 751.0 n Val 0 Left Channel 44 53 89 75 7PS 194 '02 7460 LO}, SS 7455 09 236' 59 7465 324 '37 H~O 365 _J 7505 Rlght 50_74 Coeff Contr ; 65.32 ixpan. ; numElev Permanent 197 7457 6l 374.81 H57.72 F CULVERT RIVER, Reach n REACH· Sabtno Canyon •l INPUT Descdpt>on, Culvert Dtstance f~om Upstrean xs Deck/Roadway ·~tdth <2 Ilea Coefftctent J_l Upstream Oeck/Roadwa( Coordtnates ; Sta Hl Cord Lo c~rd Sta Hl Cord Lo Cord 175 l.9< 7458 7460 Upstream Bndge Cross Secuon Data Statlon Elevauon D<~t" Sta Elev Sta Elev Sta o 749o 25 n 14e5 54 29 " 117.91. 7470 191.t6 7455.96 206.39 7457.46 300' 01 1469 '74 lU.t2 7BO n Mw St~ L Sta R 0 2os 1 n V<1l E:ev Dec~/Roadway 18~.65 293 .H 347 89 ~l~v 7472 ]7 7457.89 7455 79 7468.<7 7485 7510 o 7460 32 _71 7460 H8.17 7460.13 19~-2 7454.68 189 93 7454.54 19<.9 7454.95 240.56 7467.45 104.48 1485 358.45 7510 num. n val Bank Sta: Left Rtght 17].03 212.81 Coeff Contr ; Elev ~lev 66 '84 7475 158.68 H60 197.55 7454.67 :90 .45 7454 0 193.09 7455.04 264.58 7468 13 315- J 7490 368 85 7515 Manning's n Values St~ n Val Sta 0 055 17J-03 0 195.74 Sta 109.26 196 09 204-97 271.39 3]4 02 374' 81 Sta H> Cord Lo Cord :ns Ine!tecttve Flow Sta L St~ R Elev Cord n V
          et t Cont r ; 197 1457 63 37L91 7457 n Downstream Sta o 186 o3 Elev 7480 196 OJ 7464.45 200 71 H55.a9 :no 33 7460 312 08 7475 )56 6i 7500 1.53.33 7465 198.:22 HSS 18 207.82 7458.6 Jao 7Po H8.9) 7495 Sta '" "" £'.ev Sta Elev 1.08 69 7470 173 oJ 7459 a 197' 99 7454 62 190.92 7454_69 193.27 HS5.29 269 .l 7470 326 Ll 7495 379 _OS 7520 Sta 109' 85 186.28 188.51 191 _4) 2:2 81 281.7 J37 17 388' 89 7469 8'1 7455.37 7454 55 7454 '7) 7460 7475 7500 7525 n Val " 212 81 Permankment stde slope Q hor1z. tO l 0 ventcal Maxtmum allowat>l"' submergence for ... elr flow • .95 ElevOn • Centerl1ne Stat:cns Sta. Sta Do~o~nsrre~m 187.9 " • 745-1.9 1'1< CROSS SECTION RIV£R · Reach H Page 27 of 34 Lc.ss Ccef REACHo Sabino Canyon INPtrr Oescrtptlon' XSEC oo....,stream ot Culvert S~atlon Elevauon Oat~ num• 40 Sta ~lev Sta ~lev Sta a n n Hss 129 88 H65 186 65 7455.01 189 16 745-1.54 192 58 7454.86 n1.06 H65 293 41 7480 347 86 7505 148.17 187.2 189 93 190.9 240 56 )04 46 358.45 lolann1ng• s n Values Sta n Val 0 .055 1uo 7460.13 7454 69 7454.54 7454.95 H67.t5 7485 7510 Sta 173.0] num• n val 0]2 €lev 66.84 141s 158.68 7460 !87.55 7454.67 190.45 7454.6 193.09 7455.04 264.58 7468 1) 315.3 7490 368.85 7515 Sta ll2 Bl Hev St:a lOB 69 7470 17l. 03 7459. B 187.H 7454.62 190.92 7454.69 193.27 7455.29 269.1 7470 326 2t 7495 379.05 75~0 Sta !09 95 186 28 188.51 191.4] 212.81 <'9l.. 7 n Val .06 Bank Sta, !.eft R>ght Lengths, Left. Ch~nnel R1ght 17) _Q) 212.81 51 l 62.2 72.85 !netfect>v" no,. Sta L Sta R ~lev 0 18) 66 7459.01 195.74 Elev 7469' 97 7455.)7 745'1.55 7454.7) 1460 7475 337 :t 7 7500 388 89 7525 Coef! Contr ' Expan. ' Permanent I" ]88 89 7459.01 CROSS SECTION RIVER· Reach H REACH, Sab1n0 Canyon RS: 4390 INPUT Oescr>pttcn· Statwn &levancn Data Sta £!ev Sta 0 7480 14?-45 7459.H H6 06 7455 275 75 7470 333 97 7495 ]88 68 7520 456 57 7545 Mann>ng'9 n values Sta n Val Sta a ass lBl.os Sank Sta• Left 18).05 £lev 50 91 7475 183.05 7457.32 :216.44 7460 7475 287' :26 )44 .76 7500 400.05 7525 Rlght n Val oJ1 ",,. nev so .36 7470 7455 7465 7480 7505 75]0 186 lJ :235 74 298 7) 355 31 H1i'l Sta 216 44 Sta 1H 191 :167 322 377 4]8 8lev 96 7460 11 7453-14 21 7466- Jl n 7490 2< 7515 64 7540 n Val 06 Lengths: Left Channel t:.l2.01 ]67.85 216 14 Sta Uev 115.35 7465 ISS 67 7453.08 2-11 t ] 7466.4 ]11. 17 7485 365 n 7510 423 .92 7535 Rtght 348.08 Coeff Cont:: 8xpan ·' ' CROSS SECTION !HV£R: Reach #1 REACH: Sab1n0 Canyon RSo 4380 INPUT Des~rlpt>on: Statlon Elevatlon Data Sta Elev Sta 0 66 IS 106 <6 7540 7515 7490 7465 7450 1450 141o 7495 HS <5 196 54 2S7 65 3e6 96 442.59 Bank Sta Left 209.71 '" Sta 165 )) :224 72 n8 11 4H 69 460.16 Elev 75]0 7505 7460 7455 7Hl.87 7456.9 7480 7505 n Val Sta n Val .0)5 246.21 055 Sta 209.11 n 055 Elev 7535 7510 7485 7460 7445 7455 7475 7500 Mann>ng•s n Values Sta n Val 0 num• 1)- 98 74 _\2 !l3.93 154.5 <09.71 )17 )5 404 45< 26.19 82 04 121. 7) Lengths: Left Channel 159.8 158.36 R1ght 246.21 Sea &lev -12-04 75;15 90.08 7500 1:<9.55 7475 !66.6 74".H 246.21 7445 H~. 73 7460 4<'3 96 7485 468.51 7510 R>ght: no.:5 Sta Elev 75<0 99 26 H9S 137 45 HiO 190 l4 7451.21 251.1 7440 -0< 365.68 7465 4])' J 7i90 476.71 "lSlS 58.43 Cod! Ccntr £xp~n. ' CROSS SECTION RIVER: Reach U REIon Data Sta £lev S:~ 7500 7475 7450 7440 7455 7480 7505 0 58 78 145 98 209 07 293 99 373 03 411 27 Mannwg' g n Sta 0 Sta ~lev 74~0 72 l7 7470 169.)] 7H5 222 .• 5 7H2, 73 311.9 7460 38< 36 7485 4Je.2l 7510 23 QB 65 19 180.69 238 S l28.·P HI.U 425.lJ 7465 744~ .31 7H5 7465 7490 7515 n Val 0 Sta 222.45 n Val 0 ·)6 "'o :lS 07 £lev Sta :9o_ Bl <73 98 ]H 88 ]98 .52 7495 H60 7440 7450 "7470 7495 R1ght Coe!t ConLr ;~o 46 121 1H 276 >61 404 Elev B 7480 "14 7455 26 "l4l8.05 41 "1450 .:14 u ;o5 89 7500 Val~es n Val 0 Bani< Sta. Left l-80 n ~lev 7HS ll 6~ Sta 180.~9 Lengths· Lett: Chann@1 R19ht 2<2 45 tn .a J.2t '!e tts .98 Ex pan. ' SL'MMARY 01" MANNING" S N VALUES Re~ch RlVer Sabuto Canyon ;ooo Sab1nc C~nyon Sab1no Canyon Sab 1 no canyon 4990 H80 H70 Sta "' .013 '" 0 .Ol3 Page 28 of 34 Sab1no Sab1 no Sab1 nc Sabino S>hlnO Sab1no Sab>no Sab1no Sab;no Sab1nc Sab>nc sab1nc SablnO Sab>no Sab1nc Sabine sabwo Sab>no sab1no Sab1no Sab1n0 Sab>nc Sablno Sab>no Sab1nc Sab>no Sab1no Sab1n0 Sab1no Sab>nc Satanc. Sab>nc Sab>nc Sab1nc Sab>nc Sno Sab>nc Sab1nc SablM Sab1r10 Sab>nc Sab•nc Sab•no Sab>no Sab1nc Sab>nc Sab1no Sab;nc Sab1nc Sab>nc Sab1nc Sab1no SabHlC Sablnc S<1b1 no Sab•no Sab>no Sab>nc Sab1nc SCitJnc Sab1no Sab1nc Sabnc Sab•nc Sabl no Sab>nc Sab1nc Sab>n1n" Sab>nc Sab1no Sab>n<> Sab>no Sab>no Sab>no Sabine Canyon ~anycn cany~n C~nycn Canyon Canyon Canyon Canyon Canyon Canycn Canyon Canyon Cany<;n Canyon Canycn Canyon Canyon Canyon Canycn Canyon Canycn Canycn Canyon Canyon Canyon Canycn Canyon Canyon Cany~n Canyon Canyon CanyLn Canycn Canyr:n Canyon Canyon canycn Canyon Car1yon Canyon Canyon CCinyon canyon Canyon Canyon Canym1 Canyon Canyon Cany<;,n Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon L'anyon Canyon Canyon Canyon Canyon CCinyon Canyon Canyon Car1ycn Canyon Canyon Canyo" Canyon Canyon Canyon S\JMMAI1vert .013 4930 4n~ sab1n~ Sab1nc Sal>> nc Sab1nc Sabln~ Sab>nC Sab1nc Sab1nc Sab1nc Sab>nc Sab1nc Sab1nc Sab>nc Sab>nc Sab>nc Sab>no Sab1 no Canycn Canyon C~nyon Canyon Canycn Canyc·n Canyon Canyon Canyon Canyon Canyon Canyon Canycn Canyon Canyon Cnc Sab1nc Sab>nc Sab>nc Sab1nc Sab1nc Sab1nc .055 5000 4990 4980 4970 4955 4950 4949 4948 4940 4930 49<5 '1920 4910 4900 4890 4885 4880 4870 4860 4855 4850 4S40 4Sl0 4825 4820 4810 280.23 259 73 H5.74 109 26 48.55 H.lS Channel 292 254 195 110 43 ]2 35 12 ta 54 ]7 93 Rlght 299.78 208.78 199.47 1H.< ]6 05 ]I H Culven 100.62 18J :1 35.99 81 5~ 93 02 lOO 29 3l 3 ~CG 95 09 229.2 152 05 55 62 89.24 209.27 152 08 51.72 HQ 56 123 02 33.29 Hl 52 129 77 29 :;:9 160.5 159 68 48 JS 150 OJ HQ 0~ 48 ;6 153 :1 305 07 138 65 115 05 49 ]7 79 Culven 8~.2 242 H 161 '32 65 94 Cu 1 v~rt 120.36 86.06 29.D Culvert !73.2 154 55 48 .S Culvert 164.6 275 35 Page 29 of34 Sab>no Sabl.nO Sabl.nO Sab>no Sabcno Sab1no Sab>no Sab1no Sab1no Sab1no Sab1no SiJblnO Sabino Sab1no Sab>no Sabino Sab1no Sab•no Sabino Sab1no Sab>nc Sabwo Canyon Cany"n Canyc-n Canyon Canycn Canyo-n Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon Canyon S<~b>no C<~nyon Sab>nc Salnno Sab>no Sab>no· Sab•no Sabno Sab1no Sab1no Sab>nO Sat:1nc Sab1 nw Sab> no Sab1no S<1b1no Sabino Sab>no Sab1nc Sab>nc Sab1no Sab1no Sabino Satano Sab1no Sab>no Sabwo Sab>no Sab>no Sab1no Sab>no· Sabine Sab1n0 Sab>no Sabwo Canyon Canyon Canyon Canyc·n Canyon Canycn Canyon Canyon 129.1 195 -l~ l lBO _ 7l us 48 7-1 01 l:l 96 lll 78 152 -''178 _l 116.92 l6 7:l HS ~6 172 24 125 62 0 '9 ll8 18 U518 l]J !3 85.3 40.63 ~5 .79 29.76 ]Q_08 45 57 39' 28 4) J8 88 H ~0 34 Culv~n 50.45 Culven 66.79 58.79 Culvert Si. l6 :n 86 72-84 Culvert H8 52 82 .~9 Culven :Dl l 216 .67 8i '94 28 8) Culvert 9617 199 "14 lOB 75 077 99 157 iJ lOB 96 Cany~·n Canyon Canyon Canyon Canyon Canyon Canyon C~nycn Canywn canyc-n Canyon Canyon Canyon Canyc·n Canyon Canyon Canyon Canyon Canyon Canyon Cany!O'n C3nycn Canyon Canyon Canycn Canyon Canyo-n Canycn Canycn Canyon Canyo-n Canyon 336 24 l2l 67 56 .55 Culven_ 107 29 2lL 29 !54 6-4 109 24 :;s2 sG 147% IS~ 78 142 s ]75_;: 365 _7) 2H.8l 120.04 97.41 44.53 Culven "' 4:1<.01 !59 8 121 8 ", 67 .JS 32.89 ]8 ~8 53 }8 6J 49 4; 45 H8.4 83 96 110 .<2 308 G4 <17 -6 lOS 27 :16 _7 Jl2 0 172 '7 lJ6 l6 50 57 126 l9l 158 280 234 135 347 l2S 52 150 79 107 7S 160 89 8].7] 79 07 29 48 04 09 95 aa.Gs 7G ns oe 247 65 121 .38 ]75 7J Sl 57 42 123 56 193 78 128 76 1:28 53 25) ~6 HI 71 157 33 176 67 359.:2 362.91 261.29 l4l.E:i 49 _ BS SQ. H 141 49 6:i.2 367 BS 158 JG -124 .)5 168)7 !Ol 48 146 49 25~ 06 1:7 ;ll !54 JS 197 19 371 7J H8l3 199 76 lH o:; l~ ]4 65 l:l 72 85 348 08 uo 15 118 98 SI.JloiMI'JlY OF CO!lTRACTlON AND EXPANSlOtl COEFFlClEtiTS R>veT ~eacl1 #l ~xpan Reach Sab>nc Canycll Sab>no Canycn Sa~>no Canycn Sab1no Canycn Sab> no C.lnyc.n Sabno C~nycn Sab1nc Cany~n Sab1nc Canyon Sabwo Canycn Sab•no C~nyon Sabino C~nyon Sab>no C~nycn Sab1no Canycn Sab>nc Canycn Sab1nc Canyon Sabwc Canyon Sab>no Canyc·n SabH>o Canyon Sab>no- C~nyon Sab1nc Canyc" Sabwo Canyun Sab>no C~nycn Sablno Canyon Sab1no Canycn Sab>nc Canyon Sab1nc Cany<,n Sab1no Canyon $3bnc c.>nyun Sab1n~ Canyo-n Sac1nc Canyc.n Sab1nc Canycn Sab1nc ~anycn Sab1n~ ':anycn Sabino Canycn Sab>nc Canycon Sab>no Cnc Ca11yon ~ab1no Canycn Sab1no Canyon Sabino ,;~nycn Sab1nc Canycn Sab1no ~anycn Sab1no Canyon "'"'"= \:any~n Sab1no Canyon SabH>o Canyon Sab1no Canycn Sabine Canycn 5000 ~ 990 ~ 980 4 ~"0 49~0 -1950 4949 (ulvcn 4948 4940 49:JO 4925 H20 49\0 4900 4890 4885 4880 4870 4860 48~~ 4850 4840 4830 48<5 4820 4810 -1800 -1790 , ·' C'Jlvert Culven Culvcn Culvert ·' n~o 4775 4770 47G5 4760 4750 4-;45 Culven Culv~rr 4"0 4730 47<5 47;:0 4710 4705.5 POl 46'!0 4680 4675 H70 4640 4635 Culvert Culverr Cu-lvert Cu-lver>: Page 30 of34 Sab>no Sab1no Sabino Sab>no Sab1no S3bl no Sab>no Sab>no Sab>no Sab>no Sabtno Sabtno Sab1no Sab1no Sabino Sablflo Sabino Sabtno Sab1 no Sab1no Sab1no Sab1no Sab1no Sab1no Sab>no Sab1no Sab>no Sab>no Sab1no Sab1no Sab1no Sablno Sab1 no Sab1no C~nyon 4630 4620 4610 '1600 4595 4590 4580 4570 4565 i560 4550 4540 4530 4520 4515 4510 4500 4495 4490 HaS 1480 H70 4460 C~nyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon Canyon Canyon Canyon Canyon Canyon canyon Canyon C~nyon Canyon Canyon Canyon canyon Canyon Canyon car:yon Car.yon Canyon Car.yon canyon Canyon Canyon Canyon canyon canycn Culvert Culven HSO H40 4430 4420 4410 HOO 4397.5 4395 4390 4380 43'0 Prot 11e Output Table Culven sondanl Taole Reach 0 Total lc!ol M1n Ch El l!<:i W.S El~v Cr.t W S l!ti l!ti 79"79 <:< 79&0 n Sab•no canycn Sab>no canyon 5000 5000 5S4 DO 7970 07 "1976 07 Sat1no canyc·n Sab1no canycn 4990 4990 ·~ 7 00 094 OQ 7'?54 ]8 Sabn•o cany<:n Sab1no canyon 4980 4980 Pre f> re Post F> re L47 00 594 00 79]9 00 79] ~ 00 Sabino canycn Sat• no canyon 4nO 4170 Pre f1r~ Post F1 re 247 00 594 00 79;;7 .no canycn 4955 4955 Pre F1 re :.l47 00 594 ao c,c -~::; 70 Post FHe 7919_ 90 7923 n Sabino canyon Sab>no Canycn 4950 4950 Pre F>re PcH F1re i.47 00 594 .00 791 s 09 7915' 09 7:l£l )8 L47 OD SaCinc Canycn 49t9 Sat, no canyon Sab>nc canyon 49U 4948 Sabino canyc·n Sabwc canyLn 4940 4940 Pre Fn.Pcst F1 re <47 DO S94 JO Sab>no canl'cn Sabino cany<.n 49]0 4930 Pr~ ~ lft/t" v .. 1 Chill lft/sl Flo" Are~ :sq !tl Top ">dth F"roud~. Chl {ftJ 7980 02 7981 6) 0 0272Ll D.Ol588e 34 40 76 96 21 81 43 08 "7906 75 790"1 77 7950 75 "1957 77 7957 40 7958 55 0 005861 48 18 96 j7 38 96 55 58 0.50 0 004995 7941 7941 9> 794l 02 7942 62 794) 99 0 002991 0.003194 53 46 107 86 41 74 58 06 0 .JS 47 ]] 100.26 52 .34 76 17 J6 61 84 .15 26 15 53 74 0 000871 001096 86 gJ 195 75 62 n 8l 83 7917 77 7919 76 0-028497 0.0U328 3 I. 24 63 H 16 28 24 00 7911 08 1912 77 0 02S2Sf 0' 016209 93 ;~n 5.7~ 7929 51 7930 Sl 79<0 ll 79JE 79\8 f1re Pest Fcre Elev lftl 7979 22 7980.67 79:<7 ' ' 791~- E.G eo ~ 0 7923 4l 7924 84 7917 4l 7919 J4 7916 80 7918 40 H07 .<9 7907 .<9 "1 91 G ;; ~ 788S 9!0 788~ 96 799} _co "1895 Ol 788918 78Sl 84 799) 27 7896 26 0 003875 0.006326 7&89 17 ;£91 08 7888 17 7889 67 7892 97 0 035868 0 02073] 2~ 7885 Jl 7987 61 0 027810 0 022~92 7874 09 7876 08 0.0287"15 0 02)12) 7~11 O< " 0. 027700 0.018051 """ 78 7] :4 ]4 1.01 0 " 0 ;o 0 " 1.00 0 " '" '" 0. 98 0 '' on 67 9l 106 77 12 .48 20.91 " 28 65 63 91 9.47 18 76 o H 33 81 69_]6 15 92 22 81 l. 01 00 35 61 74 }6 18 70 28 53 1.01 1.01 95 90 H8 28 6J. .60 76 44 0.22 46 83 87 97 38 67 56 69 0. 72 29 89 92 8] 68 36 '" 0 75 107 30 13977 65 80 7] 98 0' 18 0 ;o 30' 4: 71. 8: l l 40 :iS 54 0.44 Cui vert •no Sablno canycn Sab>nc canyon 49:0 4910 282 00 687 00 7880 00 "188U .00 'sao oa 7984 25 "1886 09 Sab>no canycn SaC>nc canycn 4900 '1900 28£ .00 687 00 "1St9.05 7E69. 05 787] 12 78"14 76 797) 12 7974 7& SabH>o L'anyon Sat1nc Canyon oo 4890 7960 00 7860 00 7807 ~9 7870 40 7867 63 7870 7l 0.001170 0 001503 Sab>no canycn 4985 Sal,.nc Callyon sabnc cany·~n 4980 '1080 786] 78f4 18 "1864 as ;:? 7565 44 0 0~6730 0 01.<:725 Sab•nc canycr, Sab>no canyon 4870 4870 7855 19 78S7 99 7856 97 7858 84 0 Ol42J7 Q 01465] SaC1nc canycn Sab1nc. cany~n 4860 4860 "1845 )0 7848 08 78Sl 48 "185l 67 Q 000"19~ 0-001870 7846 55 784 ~ ~8 JB

          re POst F>re ;,e;, oo Sal:> no canyLn SaC•nc canyon Pre Fne Post F>re :;a: oo 7?.59 :07 Pest F1 re 6~7 00 78~9-<7 Pr6 Fae Peso F1 re 485~ 4650 4850 fl re Pest fHe Sab1nc canycn 4840 4840 Pre F1 re POSt Fne a:!o Pre FIre Post f1re Sat>nc Canycn Sat1nc canycn 48}0 687 00 Pre F1re SaC1nc (a.nycn Sab>nnc canyc.n Sa~>nc 6~7 ::s;; oo 687 00 1~5 1 00 7851 00 7&55 •9 ;s s; ~9 'HI 00 7841 00 78~1 )8 -;BOJ .<9 6 :o '" 2.65 " 0 ,, '" Culvert ~re :<8:< ·:·u 7~~ 5 "' 78~7 H 687 00 78<6 01 "B:i6 07 i.8:.l DO 687 au 7R<:9 lo 19 ;e_;o 7915 a;, 7815 o;. '6. "9l 43 62 47 79 l .00 '" 0 " 0 78 B7 75 294 67 32 54 67 94 o n 91 62 19 79 28' l3 Q_ 35 70 72 91 18 42 26 S< O.ll Culvert l;"at>nc canyon '<."t:.H\<:l canycn 4820 49'iC he F>re Po;st F1 re ;?8:< 00 087 00 7811 t8 7811 68 78:5 •J 98 7815.41 7816 98 SaC• no cany~n Sab>no canycn 4810 4810 Pre fl re POSt f're 28<: 00 687 00 7801 7801 7004 99 7806 64 7804 99 "7800 64 ll ll 7810 Page 31 of 34 "1805 % 7808 02 02086) 0201:::0 9 :a }6 H 99 00 Sabl'lO Canyon Sab>no canyon S~bino <900 iSGO Z9< 00 697 00 7784 09 09 7787 80 7799_ 52 1787' 80 7798 52 779S 29 7799.H 0 0!519:< 0 016876 51 60 89 l7 50 94 54 l l 0 " 0. 83 297 00 797 00 7777 Ol 7777 01 7"180 50 7791 6E 7780. sa 7781 66 7761 ]) 0 020042 0 OlJO.nyon 4790 4790 Sab1no Canyon Sabino canyon t780 4790 Sabwo canyon 4775 Culvert Sabu•o canyon Sab>no Canyon 4770 t770 :297 .00 787 00 7762 16 7762 16 7765 40 7766 re Sab1no canyon 4725 Sab1no Canyon Sab>no Canyon '1720 47~0 Sab1no canyon Sab1no Canyon 4710 t7lO ~re 1"1 r~ Post l"ne ~re Pue Post Fore 707 QO 779;_ a 777) 87 0 00079S 0 001595 ">765.40 7766 ;;:J 776S 8"1 77E7 o;: 0 006499 0 006~99 "'57 a-; n59 s< 7150 77EO 777:;: 17 5.5:2 '" 78 89 0 020730 0 020:•9S 77:!3 97 77J6 o& .. '" ' "" ll4 82 :9 n 0 .. 7738 07 7739 60 0 0009]4 0 002021 ,., •. 48 Q 00~544 Q ono81 55 59 B9 55 ]0 02 77JS re 297 00 797 00 7729 ]2 7729 )2 7733 04 77H 04 :197 00 787 00 7726 52 7no 52 7'34 10 297 00 00 7726 Ol 1726 Ol -nn <97 00 7724 86 7724 96 77]0 87 7731 8E 77:27 :;9 77:<7 39 7729 OJ 7729 01 7':<6 ~9 77:;:9 79 77)) ., 77)4 _Q4 -;729 50 1730 9] Culvert Pre f> '" Post Fne 7B7 Pre f>re Post 1"1 re 7&7 00 77)0 90 7"l JO 0.~ 0 77J< lS 0 OO>:;:s s• 77]:;: o.: 0 000007 0 _ OQ1LBA 'H Sabino Canyon 470S S Sab>no canyon Sab1no Canyon 4701 ~r-e 4 701 Post 1"1 re S;ob;nc Canyc·n Sab1no canyon 4690 4690 Pre F1 r-e 297 00 iS7 00 77:<0 19 77:l0 19 77:<) .;-; 7Tnc· canycn 4690 4690 Pre F>re Post l"ne 299 00 ~8) 00 771) 9) 7713 93 7719 E9 77"<0 49 Sablno Canyon 4675 Sabwo canyon Sabl!lo Canyon 4670 4670 Pre f'1 re Post f: re 299 00 883 00 7713 6;> 7713 6J 7718 40 7719 24 Sab1no Canyon Sab1nc Canyon 4040 4640 Pre l".re Post Fae :l99 00 88] )0 770:2 b4 7702 64 Sab>no canyon Sabwo canyon 4630 4630 he F>n Sab>no canyon 46~0 Pre F.re 46:<0 Post F1~e :299 00 86l .00 7698 H 7688 44 7689 6< 7690 ll Sabino canyon Sabwo canyon 4£10 4610 Pre Fin Post Fire 299 00 083 00 7679 15 7679 45 7680 H Sabino Can:,cn Sabino Canyvn 40GO toUG :299.00 88:! .00 nn o Pest FHe 297 00 797 00 OJ 0009~0 e-; G 02G:·GA 0 01H:<:< 7719 "' 0 002398 0 OOEOJO '"<0 Sf "" , s 24 n .69 l. 00 0.68 0 " Culvert 7679 74 i5 7719 OD 7719 <4 -;-o~ ll 7709 J) 7704 07 ~ 86 7709 '15 7712.18 77QS GO 7705 09 ~7 7676 )3 7076 70 0- 020]5< 0 00]145 '" ]l_ 52 2]1.59 65 HO 9] 28 0-99 0. 39 7tH 69 7666 07 02l07J 0123 l4 56 95 127 82 7l 07 80 50 0-96 0.72 7656 70 7£57 81 G 017922 52 25 1L9 l6 5:2 08 99 95 ' 41 90 :19 ~9 26 97 4J 20 1.01 46 60 104 99 :2'1 so 37 00 1. OJ 0. 97 64 98 164 85 54 75 92 05 993 oo 7671-97 7671.97 7674 9] 7676 H Sab•no canyon Sab•no canyon 4580 4590 2~9 00 883 00 7665 00 7665 00 ?HE .<6 7667 19 Sab1nc Canyon Sab>no canyon 4570 4570 Pre F>.re Post Fne :l99 00 883 00 7655 00 7655 00 7£5< Sabtno canyon Sab>no Canyon 4565 '156S Pre f1 re Post PI re L99 00 7643 6] 7646 tJ eaJ oo 760 61 7648 Sab>no canyon Sab1nc canyon 4560 4560 Pre fl re Post F1re 366 lOJO 00 76)0 so 76]0 50 76H 2t ?636 I~ 76:!5 n 76)7 72 0 Oloes: 0 Ol65i0 Sabino Canyon Sabino canycn 4550 4550 Pre F> re Post Fue 366 00 JOJO. 00 7621 50 7621 50 70:<4 91 7626.2' nno Canyon Sab1no Canyon 4~'10 4S40 Pno Canyon 45LO 45::0 )66 00 1030 00 ~59< ;:e 7~ 75>< ~8 75~6 Sab•no canycn 4515 Culvert Sab1nc Canyon Sab1no Canyon '1510 4510 Pre P>re Post F1re 493 00 lH6 00 Sab1nc Canyon Sab1no canyon 4500 4500 Pre F.re Pvst F>re l4H <.o'tnno Canyon Sab1no Can yen 4495 44 95 49) 00 1446 00 Sabwo canyon Sab>no canyon 4490 H90 493 ~0 1446 00 04 7597 00 7591 4S 7601 54 493 00 00 0 0155:<0 Ol7EH 90 .il 54 26 70 45 ~] 00 " " '' 128 98 276 86 40 0:2 S:l 06 0.23 0. 24 75~S 19 >EG< 46 0 000790 0 001054 "597 iS 7~ O< 41 0 00:<71.7 0 005366 00 19 56 22 77 H OS ll4 36 I 'I. 71 23.28 011063 59 45 186.83 Jo H 79 OJ 0 78 " 0. 0 016100 0 0Lll71 S6 00 15~ '40 2) 76 57' 30 0' 83 7590 H 7592 75 iS90 :04 75S< 75 ?591 41 7593 99 75R7 lS 7597 15 7588 JO 7589 " 7590 57 Page 32 of 34 0 '" 0 '" Ol )6 95 0~,89] ~l "" 22 7600 71 7589 ' " 44 57 106 45 709,,7, 75:;&,;;< " .. 10 12 00 0 " 0 021596 0 021&98 ?":';B ;;:;: 7,94 7595 00 7585 00 c~ 7 07 ~0 0 00007] 0 C00~20 Sab>nc canyon 7660 •• 7667 19 no Canycn 44S5 H85 Pre Fae Pose Fae 49J 00 1H6 00 7569.79 7569.79 7575 84 7577-75 7575.04 7577.75 7576. ]7 7579.2.! 0 Oi:4801 0 OU9~1 10' lJ Sab1no Canyon Sab>nc Canyon HSO 4400 Pre Fae PO&e F::.re 493 OQ 1H6 00 7547 7547 eo eo 7552 60 7555 10 755< 60 755S .15 755-l 80 75% 52 0 019P~ 0 013714 9.$8 Sab>no Canyon Sab1no Canyon 4470 H 70 Pre Fae Post Fne 493 00 1446 00 7536 09 7536 09 7540 72 754:2 H 7540.72 754:2 H 7541 OJ 7543 92 011912 010Jll S~b1nc Canyon Sab1no Canyon 4460 4460 Pre Fne Post F1 re 493 00 1H6 00 7526 00 75]0 97 7528 00 75]0 97 7529 24 75]2 l4 0 0<017-1 0 Oll072 Sab>no Canyon Sab>nc Canyon 4450 Pre Fae Post F1 re 4 ~:) 00 1446 00 751:0 29 7512 29 7516 24 7518 09 7516 24 7518 09 7517 -~5 7519.38 :) 020070 0 014719 49] 00 1'446 00 74~4 7498 79 7501 l3 7498 79 7501 lJ 7499' 88 750:2 81 0 017516 0:51";9 10 )9 4~] 00 1446 00 7480 ]6 7490 36 0 OJ7418 a o79958 8 . .<5 10 d 49] .00 H46 00 7H7 85 7467 ss 74716: 747] 70 7471 61 747] 70 "l47< 59 7475 no 4450 44 20. Jl 49.36 9' :<8 .'" 5f oo 154 19 56 04 55 07 169 46 22 H 67 5} ." .'" 4430 4430 Sab1nc Canyon Sab>no Canyon H20 Satnno Canyon Sahlr>o Canyon 44\0 Sab1no Canyon Sab1nc Canyon HOO HOO Pre F1 re Sab>nc- Canyon Sab>no Canyon 4395 4395 »re Fae Pose Fore 493 00 1446' 00 7454 54 7-15-1 54 7458 '86 7-160' 77 7400 7) 746<' 16 0 010:!07 0 01035] Sabl!lc Canyon Sab>nO Canyon 4:!90 4:!90 Pre Fue OS 7453 OS 7451 06 7459 S7 7458 91 7-161 ~8 0.01209< Post F> re 49] 00 144& 00 Sab>no Canyon Sab1no Canyon 4JSO 43SO Pre F1 re Post Fue 49] 00 IH6 00 7Hl.S7 7Hl 87 H-15 21 7-147 14 7446 11 7448 67 Dl5578 0140)7 10 l7 " 157 72 SabinO C"nycn Sab:nc Cany<:n 4370 6e4 00 1969 00 74JS OS 7442 26 7444 49 0 Ol~QLJ 0 0:<994 S I} 10 84 84 15 196 0 44£0 4410 Post ~ne 00 9 02 Sab>no Canyon Sab1nc Canyon 7-184 49 7486 n ' 0 "' 0 " 4440 4440 7494 44 }1 0 " Sabnc Canyon Satnno Canyon Pre Fae Post Fue i;) 28 95 44 35 9 25 10 25 003090 006909 62 oo 144 71 :ll 06 47 59 59 79 141 04 a 96 183 5< n El We>r 1ft\ ilU flc~o~ G Culv l!tl Grcu~C leiS) Q ~e>r 0~1oa lcfsl ~S Culv 'fel lJS Itt' Itt lsi {!L/SJ Sab>no Canyon t949 12 .]] l< .3:! Sab1nc Canyon 4949 l l ]7 ll.J7 Sab>nc Canycn 4949 11.49 ct.n.. vERT#l Pre CULVERT#2 Pre Fne Flr~ 7921 50 7921 61 7922 l9 7922 31 1922 -19 79:l:O 31 CULVERTIJ 189] 28 789] CULVERTil 7896 26 7895 <1 CULVERTU 79<1 50 79:;o 4l 7921 50 7920 4l 87 18 137 17 ~5 479 l f 1 ]7 17 7920 41 81 79::; 51 7920 41 33 39 7892 8-1 7891 :<7 195 76 7896 26 7891 2' ." ll.49 Sob! no Canyon -19-19 JO.d 10 63 Sabwc Cdnyon 4925 10.76 17 02 Sabino Canyon 4925 13.50 13 50 CULVERT~2 Pos~ Fue Sal,no C3nyon 4885 l l '91 11-91 Sab>nc Canyon UBS H 88 14.98 CULVERTI1 Pre Fae CULVERTU Post Sab1no Canyon 4855 14.28 H.28 Sab1no Canyon 4855 14.21 H.2l CULVERTU Sab1no Canycn 4825 18.63 Sabino Canyon i825 1] '75 J]. 75 Sab>no Canyon 4775 10.10 12 25 Sab>no Canyon 4775 n 26 1.:< •• Culven n Culven Fll Pose Fne 7773 Sab>no Canyon 4~-15 11.17 lJ 95 Sab!no Canyon 4745 14.08 :4 08 CULVERTll Pre F>re Sab>no 8.13 Sab>no a. 79 Salnno 8 o: SabHlC CUL'JERTU 7921 00 ~0 7896 23 7967 0 7~67 49 7867 67 Fne 7870 74 787G 40 7870 74 Pose Fue 7asJ ·"' CUL'JERTil Pre Fue 7821 45 78;11 27 7820 CULVERTJJ Pc·s~ 7824 .99 7824 85 7825 11 777:0 17 777: C'JLVERT~ 1 7851 49 7851 40 n 8£ L4 441 Pre Fne CULVERTU Post Fete 77H 19 CULVERT#2 Post Fne 7734 19 7730 94 71 20 so Sl 07 183 E:< 13 183 80 JL P5 ]0 140 &7 646 ,._ ~0 77]4 10 '" '" ~0 77]} :04 CULVERT~2 2LO 80 n 77H no Canyon 4535 11.77 9' 79 Sab>no Canyon 4595 '" ~05~ 4515 CULVERTU '"' 4515 CULVERTU ~ost CULVERTU '"' CULVERTU ~09t 4397 "" Sab1no Canyon ll .92 '" CtlLVERTU P>r~ Fne Pae 7712 771\_ 65 7712. 1S 7710.74 7701 7678-53 7678' 09 7678.54 7677 H 7619 51 7619.54 7679 7679 7677 75H. 19 7599. 04 7599 7602 " 760<: 7602 " 7602 "7462 n 741>1 746;< u 7462 n " 7464 7465 u 7465 " 7678 fHe P>re 2 .02 Sab1no Canyon 10.12 CULVERTU 8.29 Sab>no Canyon 2' o-2 ~0$~ '" " 9.27 Sab•no Canyon 8.29 CULVERTU 097 11' 9< ' s Fire Pae 7H5 " " " " " Page 34 of34 7599 " " " " " " " 7459 " " 7597 7597 7459 ~45 " '" " "" '" .," " "" " 224 " 637.71 m ,, "' " m " '" " '"' '" l