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HomeMy WebLinkAbout3338; Agua Hedionda & Calavera Creek Dredging; FLOOD CONTROL; 1998-06-30RANCHO CARLSBAD CHANNEL & BASIN PROJECT (Job Number 13182) June 30, 1998 Prepared for: City of Carlsbad 2075 Las Palmas Drive Carlsbad, California 92009-1 576 R.C.E. if32838 Exp. 6/02 Prepared By: Rick Engineering Company Water Resources Division 5620 Friars Road San Diego, California 921 10-2596 (619) 291-0707 TABLE OF CONTENTS Introduction ............... Hydrologic Methodology ..... Vicinity Map .............. Hydrologic Results .......... Hydraulics ................ Maintenance Plan ........... .......................................... .......................................... .......................................... .......................................... .......................................... .......................................... Environmental Issues ...................................................... Probable Costs ........................................................... Recommendations ........................................................ References ............................................................ Tables 1. Comparison of 100-year, 24-hour Peak Flow Discharges with Existing Detention Facilities and with Both Existing and Proposed Detention Facilities, Ultimate Development, Rancho Carlsbad Mobile Home Park 2. Summary of Proposed Detention Facilities, Rancho Carlsbad Channel and Basin Project, 100-year, 24-hour Storm Event ............................ 3. Rancho Carlsbad Detention Basins - Direct Impacts (Acres) .................... 4. 5. 6. ...................................... Rancho Carlsbad Detention Basins - Mitigation Requirements (Acres) ............ Rancho Carlsbad Detention Basins - Potential Indirect Impacts (Acres) Opinion of Probable Costs for Rancho Carlsbad Channel & Basin Project ......... ........... 1 1 2 5 13 14 16 20 21 23 7 12 17 18 19 20 Prepared By: DCB:MDL:emn/ReporVJ-13 182.001 07/01/98 Rick Engineering Company -Water Resources Division Appendices 1. 100-year, 24-hour HEC-1 Analysis for Rancho Carlsbad Mobile Home Park Ultimate Development with Existing Detention Basins (File Name: rcmh24r.hcl) 2. 100-year, 24-hour HEC-1 Analysis for Rancho Carlsbad Mobile Home Park Ultimate Development with Existing and Proposed Detention Basins (File Name: rccbpr.hc1) 3. 100-year Floodplain HEC-2 Analysis for Rancho Carlsbad Mobile Home Park (File Name: FEMA5.hc2) Map Pockets 1. Effective FIRM 2. Watershed Boundary Map 3. Conceptual Plans for the Proposed Melrose Drive Detention Facility 4. Conceptual Plans for the Proposed Faraday Avenue Detention Facility 5. Conceptual Plans for the Proposed BJB Detention Facility 6. Conceptual Plans for the Proposed BJ Detention Facility 7. 100-year Floodplain Map of Rancho Carlsbad Mobile Home Park Prepared By: DCB:MDL:emn/Report/l-13 182.001 Rick Engineering Company -Water Resources Division 0710 1/98 Introduction This report has been prepared to summarize the hydrologic and hydraulic studies conducted by Rick Engineering Company for the City of Carlsbad as part of the Rancho Carlsbad Channel and Basin Project. Rancho Carlsbad Mobile Home Park (RCMHP) is located north of El Camino Real midway between College Boulevard and Tamarack Avenue. See the Vicinity Map on the next page. RCMHP contains portions of both Agua Hedionda and Calaveras Creeks. Agua Hedionda Creek flows westerly through the southern portion of RCMHP. Calaveras Creek flows southwesterly along the northern property boundary. Calaveras Creek confluences with Agua Hedionda Creek within RCM" approximately 300 feet upstream of El Camino Real. The Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) shows that a large portion of RCMHP is inundated by the 100-year storm. See the FIRM in Map Pocket 1. The purpose of this study is to provide recommendations for minimizing the 100-year flooding in RCMHP. These recommendations include upstream detention basins to decrease the peak flow and on-site creek improvements to increase the creek capacities. Hydrologic Methodology Hydrologic analyses were prepared to determine the 100-year peak discharge within RCMHP and to analyze proposed detention scenarios. Two hydrologic analyses using the U. S. Army Corps of Engineers' HEC-1 flood hydrograph program are included in this report. The first analysis modeled the existing detention facilities and ultimate development. Ultimate development was assumed in order to account for the maximum anticipated discharge in the watershed. The results of the first analysis confirmed that the creeks in RCMHP are inadequate to convey the 1 00-year Prepared By: DCB:MDLemniReportll-l3 182.001 Rick Engineering Company - Water Resources Division 1 07/01/98 8% SI 1 I 1- I- f- R- U- I- t- 1- I- 1- r VICINITY MAP RANCHO CARLSBAD MOBILE HOME PARK CITY OF OCEANSIDE 2 storm. Therefore, additional analyses were performed in order to study detention scenarios. The HEC-1 analysis containing the most desirable detention scenario is included in this report and is based on the existing and four proposed detention facilities and ultimate development within the entire watershed. The HEC-1 input and methodology are discussed below. The HEC-1 results are discussed in the following section. Prior to preparing the HEC-1 input, previous studies (listed in “References”) for RCMHP were reviewed and site visits were performed. The site visit objectives were to verify the watershed boundary and major flow paths of both Agua Hedionda and Calaveras Creeks, determine existing detention locations, and review proposed detention locations. Prior to the site,visits, the watershed boundary and flow paths were delineated on the United States Geological Survey’s (USGS) quadrangle maps. The watershed was divided into sub-basins in order to obtain peak flows at existing and proposed detention facility locations and at locations listed in the current Flood Insurance Study. The watershed boundary, flow paths, and sub-basin boundaries were verified during the site visits and adjusted appropriately. See Map Pocket 2 for the RCMHP watershed boundary map. During the site visits, existing detention facilities such as dams and road embankments were noted. Two dams exist within the RCMHP watershed: Calaveras and Squires. Of these two, only Calaveras dam provides significant detention. It is located within Calaveras Creek and detains the upstream creek flows. On the other hand, Squires Dam is located at the upper end of a drainage basin and provides minimal detention. The plans for Calaveras Dam were obtained from the Division of Safety of Dams @SOD) and the outlet works and storage capacity were modeled in the hydrologic analyses. DcB:MDLcmnlReport/I-13 182.001 3 07/OlD8 Prepared By: Rick Engineering Company ~ Water Resources Division Furthermore, the following road embankments were identified as potential existing detention facilities: Business Park Drive (south of Park Center Drive), Sycamore Avenue (north of Grand Avenue), Shadowridge Drive (north of Antiqua Drive), Melrose Drive (north of Cannon Road), and Melrose Drive (south of Aspen Way). As-built plans for these road crossings were obtained from the appropriate agencies. The culverts and storage capacities of the Sycamore Avenue, Shadowridge Drive, and Melrose Drive (Cannon Road) facilities were modeled in the hydrologic analyses. The Business Park Drive and Melrose Drive (Aspen Way) crossings were not modeled because the culverts at these locations are large enough to convey most of the upstream flows with minimal detention. Two main criteria were considered in selecting potential proposed detention basin sites. First, the facilities listed in the Master Drainage Plan were considered. Second, existing or proposed road crossings were considered. Detention basin construction at road crossings provides several benefits. Road crossings create a natural location for detention. They are cost-effective because the road embankment is used for detention. They do not create a significant increase in environmental impacts. The above-mentioned sub-basins and detention facilities were modeled in the HEC-1 program. The program parameters include sub-basin area, rainfall distribution, lag time, and curve number. These parameters were determined as follows: The sub-basin area was obtained from the USGS watershed boundary map. The rainfall distribution was based on storm duration and frequency, as well as the sub-basin’s geographic location. The lag time was based on sub-basin characteristics such as topography, basin shape, vegetative cover, existing development, and storm duration, Both rainfall distribution and lag time were generated by utilizing the criteria outlined in DCB:MDL:emdRepodI- 13 182.00 I 4 0710 1/98 Prepared By: Rick Engineering Company -Water Resources Division the County ofSan Diego Hydrology Manual. Curve numbers are a function of land use and soil type. The land use coverages were obtained from the City of Carlsbad's Geographic Information System (GIs). The land use was revised slightly in three locations according to a December 12, 1997 exhibit from the City of Carlsbad. In open space areas, land use was based on vegetative cover estimates obtained from the Soil Conservation Service's (SCS) Sun Diego County Soil Interpretation Study Ground Cover maps, as well as field observations. The soil type coverages are delineated on the SCS's Soil Survey maps. These coverages were obtained from the San Diego Association of Governments (SANDAG) in digital format. Once the land use and soil types were established, the curve numbers were then calculated using the method outlined in the Sun Diego County Hydrology Manual. The curve number, lag time, rainfall distribution, and area for each sub-basin were generated and input into the HEC-1 program. The HEC-1 program then computed the runoff hydrograph and peak discharge for each sub-basin. The existing detention facilities were modeled in the first HEC-1 analysis, while both existing and proposed detention facilities were modeled in the second HEC-1 analysis. Hydrologic Results The results of the two aforementioned HEC-I analyses for RCM" are discussed below. For the first HEC-1 analysis, which modeled the existing detention facilities and ultimate development, both six- and 24-hour, 100-year storms were simulated. The 24-hour storm resulted in higher peak flow discharges at RCMHP for both creeks, thus it was used in all subsequent analyses. DCB:MDL:emn/ReparVJ-13 182.001 5 07/01/98 Prepared By: Rick Engineering Company - Water Resources Division Appendix 1 contains the 100-year, 24-hour HEC-1 analysis for the RCMHP watershed with the existing detention facilities and ultimate development. The second HEC-I analysis modeled both existing and proposed detention facilities and ultimate development. Several proposed detention scenarios were investigated and it was determined that the most feasible scenario was the combination of four detention basins, all located at proposed road crossings. Two of the proposed detention facilities are listed in the 1994 Master Drainage Plan as Detention Basins BJB and BJ. These facilities are located immediately upstream of RCMHP in Calaveras Creek. Both of the detention basins were designed as flow-by facilities. A flow-by facility detains the higher creek flows, while allowing lower flows to pass through the basin relatively undetained. The other two detention basins are further upstream in Agua Hedionda Creek at the proposed road extensions of Melrose Drive (south of Aspen Way) and Faraday Avenue. Both of the Agua Hedionda detention basins are flow-through types where all of the creek flow is detained. All proposed detention facilities were designed to be outside DSOD’s jurisdictional limits, i.e., less than 50 acre-feet of storage volume and less than 25 feet high. Appendix 2 contains the HEC-1 analysis of the 100-year, 24-hour storm for the RCMHP watershed with both existing and proposed detention facilities and ultimate development. Table 1 summarizes the results of both HEC-I analyses. The table shows that with the proposed detention basins, the peak discharge at RCMHP decreased by approximately 10 to 15 percent. Preliminary design of the proposed detention facilities are discussed below. M3B.MDLemnlReportll-13 182.001 6 07/01/98 Prepared By: Rick Engineering Company . Water Resources Division Table 1 Comparison of 100-year, 24-hour Peak Flow Discharges with Existing Detention Facilities and with Both Existing and Proposed Detention Facilities Ultimate Development Rancho Carlsbad Mobile Home Park Creek CalaverasCreek Agua Hedionda (upstream of confluence with CalaverasCreek) Peak Discharge with Peak Discharge with Existing Detention Existing and Proposed Facilities, "cfs Detention Facilities, *cfs 1,910 1,550 8,050 7,600 Agua Hedionda (downstream of confluence with CalaverasCreek) DCB:MDL:emniRepodl-13 182.001 7 0710 1/98 Prepared By: Rick Engineering Company . Water Resources Division 9,950 8,970 Preliminary designs were performed for each proposed detention facility to determine the outlet works required to achieve maximum detention, while maintaining the height and storage volume below DSOD jurisdictional limits. The preliminary design of each detention facility and the results for each detention facility design are described below. The most upstream proposed detention facility in Agua Hedionda Creek is at Melrose Drive. This facility will be a flow-through detention basin. Melrose Drive runs north-south and currently ends just south of Aspen Way near the Carlsbad Corporate boundary. Future plans call for the extension of Melrose Drive to Palomar Airport Road. An existing reinforced concrete box (RCB) culvert conveys flow under Melrose Drive and is IO feet wide by 7 feet high. The existing Melrose Drive embankment provides minimal detention because of the RCB’s large capacity. Hydrologic calculations show that a 36-inch diameter opening at this location will detain the peak flow discharge from approximately 450 cubic feet per second (cfs) to 180 cfs. There are two alternatives for creating the 36-inch opening. One is to replace the existing culvert with a 36-inch RCP and the other is to construct a concrete barrier at the inlet with a 36-inch diameter opening. The resultant storage volume and ponded water surface elevation (WSEL) with the new outlet works will be approximately 41 acre-feet and 329 feet, respectively. This will create an inundation area of approximately seven acres. The estimated outlet velocities for the first and second alternative will be 25 and 13 feet per second (fps), respectively. The velocity under the first alternative is greater than the maximum desired velocity of 20 fps. The velocity calculation assumed that the proposed 36-inch RCP was constructed at the slope of the existing culvert, which is one percent. If this alternative is selected, the final culvert design should analyze methods for reducing the outlet velocity, such as placing the culvert at a flatter slope or using multiple small diameter culverts. A DCB:MOL:emnlReponll-13 182.00 I 8 07/01/98 Prepared By: Rick Engineering Company -Water Resources Division conceptual plan for the second alternative is included in Map Pocket 3. The other detention facility proposed for Agua Hedionda Creek is the Faraday Avenue flow- through detention basin. Currently, Faraday Avenue runs east-west and ends at Orion Street. The extension of Faraday Avenue to Park Center Drive in the city of Vista is planned as part of Carlsbad Oaks North Business Park. The hydrologic calculations and preliminary design in this report were based on the proposed embankment and topographic information shown on the Tentative Map for Carlsbad Oaks North Business Park by O’Day Consultants, dated April 6, 1998. The calculations show that a single 6-foot wide by 7-foot high RCB culvert will detain approximately 49 acre feet of storage volume and will pond up to an elevation of 240 feet. The inundation area will be approximately seven acres. The 100-year peak discharge of 1,050 cfs entering the detention basin will be detained down to approximately 780 cfs. The approximate calculated outlet velocity will be 19 fps. A conceptual plan for this detention facility is included in Map Pocket 4. The two proposed detention facilities in Calaveras Creek are located just upstream of RCMHP and were designed as flow-by basins. The first facility, Detention Basin BJB, is located north of RCMHP at the proposed College Road extension and west of the proposed Cannon Road extension. College Boulevard currently ends at El Camino Real. North of RCMHP, the proposed College Boulevard extension runs roughly east-west. College Boulevard intersects the proposed Cannon Road extension at the northeast comer of RCMHP. Cannon Road currently ends east of Interstate 5 at Paseo Del Norte. The proposed Cannon Road extension alignment will be parallel to Calaveras Creek and immediately north of RCMHP. The detention basin design consists of an earthen embankment, outlet works, and a small berm. The embankment will have a 10-foot top width and a 76-foot crest elevation with 2:l (horizonta1:vertical) side slopes. The outlet works DCB:MDL:emniReportll-13 182.001 9 07/01/98 Prepared By: Rick Engineering Company - Water Resources Division consist of a single 10-foot wide by 7-foot high RCB and a 48-inch RCP. The 48-inch RCP joins the RCB downstream of the embankment. The RCB then extends to Calaveras Creek. An emergency spillway is also provided. The small berm will run parallel to the creek for approximately 1,200 feet. The berm will have an approximate 74-foot crest elevation, 10-foot top width, 2:1 (horizontal:vertical) side slopes, and a weir section. The weir section, located near the embankment, will allow flow to enter the basin at an approximate WSEL of 73 feet. Hydrologic calculations show that with the outlet works described above, a storage volume of approximately 49 acre feet will be attained. The resultant ponded WSEL will be approximately 75 feet and the inundation area will be approximately 15 acres. The peak discharge of 1,570 cfs entering the basin will be detained down to 1,200 cfs. The approximate outlet velocity will be 19 fps for the RCB. See Map Pocket 5 for a copy of the conceptual design of Detention Basin BJB. The other Calaveras Creek detention facility, Detention Basin BJ, is located northeast of RCMHP at the proposed College Boulevard extension and east of the proposed Cannon Road extension. The earthen embankment will have a crest elevation of approximately 8 1 feet, a top width of 10 feet, and 2:l side slopes. An emergency spillway will be provided. Approximately 600 feet of channel improvements upstream of the proposed embankment are necessary. The channel improvements include grading the creek as follows: Trapezoidal-shaped grass-lined channel with a 3-foot bottom width, 4-foot depth, and 2:1 side slopes. The hydrologic calculations showed that a 6-foot wide by 3-fOOt high RCB would detain the peak flow of 670 cfs down to approximately 350 cfs. The inundation area is approximately eight acres and the ponded WSEL is approximately 76 feet. The detention basin stores approximately 48 acre feet of water. The calculated outlet velocity will be approximately 19 @s. See Map Pocket 6 for the conceptual plans for Detention Basin BJ. DCB:MDL:emniReportlJ-13 182.001 10 07/01/98 Prepared By: Rick Engineering Company -Water Resources Division As discussed above, with the addition of the proposed detention facilities, the peak discharge at RCMHP is decreased by approximately 10 to 15 percent. All four of the proposed detention facilities were designed to fall below DSOD’s jurisdictional limits. Also, all the facilities are located at existing or proposed road crossings and at least one foot of freeboard is maintained at the road - - - embankments. The results are summarized in Table 2, which contains results such as outlet works, - velocity, peak flow discharge into and out of the basin (Qin and Q,J, storage volume, ponded WSEL, and surface area. - - Prepared By: DCB:MDL:emn/Report/l-13 182.001 Rick Engineering Company - Water Resources Division 11 07/01/98 - Hydraulics Hydraulic analyses were performed to determine the amount of silt removal and re-grading required to minimize the 100-year flooding at RCMHP. In order to effectively analyze flood levels in both Agua Hedionda and Calaveras Creeks, the US. Army Corps of Engineers HEC-2 Water Surface Profiles program was used. The program is intended for calcuiating WSELs for steady gradually varied flow in natural or man-made channels. The effects of various obstructions such as bridges and culverts may be considered in the computations. The program also has capabilities available for assessing the effects of channel improvements. The input parameters were based on channel and overbank roughnesses, 100-year discharge, downstream WSEL, and topography. The channel and overbank roughnesses were determined by field observations. The 100-year discharge was obtained from the HEC-1 analysis in Appendix 2 modeling both existing and proposed detention facilities. The downstream WSEL was estimated in the HEC-2 analysis by using the slope-area method. FEMA-approved HEC-2 cross-sections for the area downstream of the site were included in the analysis. The 100-year discharge for the downstream area was obtained using the split-flow analysis from the Flood Insurance Study. The existing topography was based on June, 1995 topographic maps by Manitou Engineering. The topography was used to prepare cross-sections of both creeks, as well as the overbank areas. Since prior studies showed that the creeks were under-capacity, the original grading plans for RCMHP were obtained and modeled in the HEC-2 analysis by using the channel improvement option. The original grading plans were prepared October 15, 1969 and approved by the City on March 24, 1971. The original design consisted of a trapezoidal channel with an overall length of approximately 1.2 miles and included both Agua Hedionda and Calaveras Creeks within DCB:MOLemnlReporVJ-13 I82.001 13 07/01/98 Prepared By: Rick Engineering Company -Water Resources Division RCMHP. The side slopes were 2:l (horizonta1:vertical) and the approximate bed slopes were 0.15 and 0.30 percent in Agua Hedionda Creek and Calaveras Creek, respectively. The bottom width of Agua Hedionda Creek varied from 58 feet at the El Camino Real bridge to 44 feet upstream of the confluence. The approximate channel depth was 11.5 feet. The bottom width and channel depth of Calaveras Creek were four feet and nine feet, respectively. A HEC-2 analysis was performed based on the original design. The HEC-2 results showed that a large portion of RCMHP remained inundated by the 100-year flood. In order to increase channel capacity, additional channel improvements were modeled in the HEC-2 analysis for the downstream sections of both creeks. At the El Camino Real bridge, the bottom width was widened to 87 feet. Within the next 1,400 feet upstream of the bridge, the bottom width then tapered down to the original design bottom width of 44 feet in Agua Hedionda Creek and four feet in Calaveras Creek. The results of the hydraulic study are contained in Appendix 3. The results are also depicted on the RCMHP 100-year Floodplain Map in Map Pocket 7. The map shows that with the proposed detention facilities and channel improvements discussed above, a majority of RCMHP will be outside of the 100-year floodplain. Maintenance Plan This Maintenance Plan contains maintenance requirements for Aqua Hedionda and Calaveras Creek within RCMHP. This plan also contains requirements for the four upstream detention basins. It is vital that the creeks and detention basins be maintained on a regular basis to ensure an acceptable level of flood protection for RCMHP. It is recommended that the maintenance described DCB:MDLemn/ReprVI-13 182.001 14 07/01/98 Prepared By: Rick Engineering Company -Water Resources Division below be performed annually prior to the rainy season and after any storm event exceeding the 10- year peak discharge. Aqua Hedionda and Calaveras Creek must be maintained to prevent adverse siltation in each creek. Siltation will reduce the flow capacity of the creeks and increase the likelihood of inundation within the mobile home park. The first step is to devise a system for monitoring the silt level in each creek. This can be done using metal posts with markings placed six inches apart. The posts should be placed vertically in each creek at intervals not exceeding 500 feet. The posts should extend at least two feet above the creek bed and must be embedded deep enough so that they will not be moved by large creek flows. A geotechnical engineer should be consulted for the required embedment depth. Once the posts are installed, the silt level can be easily monitored by maintenance personnel. As the silt level reaches one foot, the silt should be removed by maintenance crews to the design elevations. The topographic maps have been reviewed to determine the siltation that has occurred in both creeks over the past few years. The design of the creeks within the mobile home park is shown on the grading plan for RCMHP approved March 24, 1971. The creek bed elevations on the grading plan served as the base elevations in determining the amount of siltation in each creek. A comparison of the grading plan with a June 1995 topographic map indicates that the silt in Aqua Hedionda and Calaveras Creek raised the creek beds as much as seven and five feet, respectively. Therefore, siltation has occurred in Agua Hedionda and Calaveras Creek at a rate of up to 0.3 and 0.2 feet per year. Using these rates and an acceptable silt level of one foot indicates that portions of the creeks could require maintenance approximately once every three to five years. It is important to point out that this is a rough approximation because the creek siltation will depend on the DCB:MDL:emn/Report/J-l3 182.001 15 0710 1\98 Prepared By: Rick Engineering Company - Water Resources Division frequency and magnitude of future storm events. It is likely that future storm events will not mimic past events. Additionally, it is possible that maintenance has been performed on the creek between 1971 and 1995, which would affect the calculated siltation rates. Maintenance is also required at each of the four detention basins. Maintenance will involve keeping the entrance to each of the detention basin outlet facilities free from silt. Silt should be removed from an entrance once the silt level reaches six inches above the entrance’s flowline elevation. The amount of deposition should be easy to determine since each outlet facility is a known size. The silt should be removed a distance of 10 feet upstream of the facilities entrance. This will have minimal environmental impacts and will restore the capacity of the outlet facility. The maintenance steps described above are essential for protection of RCMHP. The maintenance must be performed routinely by qualified personnel and a sufficient budget should be established for the maintenance. If any questions arise during the maintenance, a professional engineer specializing in water resources should be contacted. Environmental Issues The environmental issues associated with the Rancho Carlsbad Channel & Basin Project have been addressed by the environmental consultant, RECON, and are summarized below. In regards to the on-site channel silt removal and improvements, it is likely that no environmental mitigation will be necessary. In regards to the four proposed detention facilities, the direct impacts, mitigation requirements, and potential indirect environmental impacts are listed by habitat type in Tables 3,4, and 5, respectively. Direct impacts are from embankment construction. As mentioned above, all of the embankments are within footprints of future roadways. Mitigation requirements LXB:MDLemn/Repalt/J-13 182.001 16 07101198 Prepared By: Rick Engineering Company - Water Resources Division assume 3: 1 for wetlands and 2: 1 for other. The goal is to mitigate on-site as much as possible. Potential indirect impacts are based on the 100-year inundation area and will be further analyzed during a subsequent design phase. Table 3 Rancho Carlsbad Detention Basins - Direct Impacts (Acres) Habitat Type Sycamore Freshwater Marsh I Willow Woodland Jurisdictional Waters I Coastal Sage Scrub Southern Mixed Chaparral I Disturbed I Totals BJB BJ I 0.07 9.4 I 1.1 9.54 I 1.17 Faraday 0.4 0.12 0.26 0.78 Melrose 0.42 1.50 2.24 4.16 Prepared By: DCB:MDL:ernn/ReporVJ-13 182.001 Rick Engineering Company - Water Resources Division 17 07101198 Table 4 Habitat Type BJB Sycamore 0.42 Woodland Willow Woodland Freshwater Marsh Willow Woodland Jurisdictional Waters Coastal Sage Scrub Southern Mixed Chaparral Totals Wetland 0.42 (Upland) BJ Faraday Melrose 1.2 1.26 0.14 0.12 (0.24) 1.50 (3.0) ............................................................................................... 0.14 1.2 1.76 (0.12) (1.64) * Assumes 3:l wetlands; 2:l for non-wetland jurisdictional waters; 1:l - 2:l for coastal sage scrub and southern mixed chaparral. Prepared By: DCB:MDL:ernn/ReporUJ-l3 182.00 I Rick Engineering Company - Water Resources Division 18 0710 1198 Table 5 Habitat Type BJB Sycamore 2.0 Woodland BJ Faraday Me 1 rose Willow Woodland/ Freshwater Marsh I 3.3 I Willow Woodland I I 1 2.67 1 Prepared By: DCB:MDL:emn/RepodJ-13 182.001 Rick Engineering Company - Water Resources Division 19 0710 1/98 Probable Costs Table 6 below summarizes the probable costs associated with the Rancho Carlsbad Channel and Basin Project. These cost estimates are based on the preliminary design discussed in this report, i.e., the four proposed detention facilities and silt removal from Agua Hedionda and Calaveras Creeks, as well as detention facility and channel maintenance. Several mobile homes are within the revised 100-year floodplain. Therefore, costs have also been included for raising the affected mobile homes above the floodplain. These probable costs include construction costs, as well as the following additional cost items: Five percent of the construction costs for mobilization, 15 percent for construction contingencies, and 15 percent for engineering and processing. Note that these costs are based on the preliminary design and that a final cost estimate should be prepared during final design. Table 6 Opinion of Probable Costs for Rancho Carlsbad Channel & Basin Project Detention Facility Faraday Avenue Detention Basin Probable Cost $347,000 Melrose Drive Detention Basin Detention Basin BJB Detention Basin BJ Silt Removal Raise Affected Mobile Home Sites Total 8,000 834,000 337,000 252,000 341,000 $2,115.000 DCB:MDL:emnlRepodI-I 3 182.00 I 20 0710 1/98 Prepared By: Rick Engineering Company - Water Resources Division Maintenance of Detention Facilities and Channels per Occurrence $25,000 Recommendations In order to minimize the 100-year flooding in RCM”, four upstream detention facilities and on-site improvements for Agua Hedionda and Calaveras Creeks are recommended. The detention facilities will decrease the 1 00-year peak flow in RCMHP and the improvements will increase the on-site channel capacity. The detention facilities are located at the following proposed road extensions: College Boulevard, Melrose Drive, and Faraday Avenue. The preliminary design requirements for the detention facilities and channel improvements are discussed in previous sections. Fourteen mobile homes are within the revised 100-year floodplain limits. These can be removed from the floodplain by temporarily transporting the affected mobile homes and re-grading the sites to one foot above the floodplain. A preliminary cost estimate for this work is presented in the “Probable Costs” section of this report. Also included in the “Probable Costs” section is the estimated maintenance cost for the detention facilities and channels, as outlined in the “Maintenance Plan.” Final hydrologic and hydraulic analyses, cost estimates, and environmental assessments should be performed during the final design phase. It is also recommended that a Rural Flood Water Storage Easement be prepared for each detention facility. The purpose of the easement is to define the 100-year inundation limits. The easement should be written so that it can be modified in accordance with future development. An example of the text that can be included in the easement description is as follows: WE HEREBY GRANT TO THE CITY OF CARLSBAD, A MUNICIPAL FLOOD WATERS OVER, UPON AND ACROSS THE PORTION OF LOT XX, DESIGNATED AS “RURAL FLOOD WATER STORAGE EASEMENT GRANTED HEREON”, ALL AS SHOWN ON THIS MAP WITHIN THIS SUBDIVISION, RESERVING, HOWEVER, TO THE OWNER OF THE FEE UNDERLYING SAID EASEMENT HEREIN GRANTED TO THE CONTINUED USE OF THE SURFACE OF SAID REAL PROPERTY, SUBJECT TO THE FOLLOWING CONDITIONS: THE CORPORATION, EASEMENTS AND RIGHTS-OF-WAY FOR THE STORAGE OF Prepared By: Rick Engineering Company - Water Resources Division 21 DCB:MDL.emnlRepoWI- 13 182.00 I 07/01/98 ERECTION OF BUILDINGS, WALLS, OR OTHER STRUCTURES SHALL BE PROHIBITED UNLESS IT CAN BE DEMONSTRATED THAT THE STRUCTURE DOES NOT EFFECT THE STORAGE OF FLOOD WATER AS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. FENCES THAT ALLOW THE PASSAGE OF WATER, OR MINOR GRADING WITH THE BALANCE OF CUT AND FILL SHALL NOT BE PROHIBITED. NOTHING CONTAINED HEREIN SHALL BE CONSTRUED TO ASSIGN ANY MAINTEN4"E OR LIABILITY RESPONSIBILITIES TO THE CITY OF CARLSBAD. DCB:MDL:emnlReporVJ-13 182.001 22 07l01198 Prepared By: Rick Engineering Company - Water Resources Division References County of San Diego, Department of Public Works, Flood Control Division Hydrologv Manual, revised January, 1985 and minor update April, 1993. Grading Plan Rancho Carlsbad Mobile Home Park JN Y309-4 by South Bay Engineering, 10/15/69, approved for grading within property limits 3/24/71. Flood Insurance Study for San Diego County, California and Incorporated Areas by Federal Emergency Management Agency, June 19,1997. “Flooding Issues Related to Agua Hedionda Creek for Rancho Carlsbad Mobile Home Park” by H. Chang, 5/96. “Floodplain Boundary and Floodway Delineation for Agua Hedionda Creek” by H. Chang, 9/91. “Hydraulic and Scour Studies for Proposed Cannon Road Bridge on Agua Hedionda Creek” by H. Chang, 6/97. “Hydrological Study for Northeastern Carlsbad Basins of CalaverasLake Creek and Agua Hedionda Creek” by H. Chang, 7/89. “Hydrology & Hydraulic Studies for Carlsbad Oaks North Business Park” by H. Chang, April 1997. Master Drainage and Storm Water Quality Management Plan, Ci@ of Carlsbad, California, March, 1994. “Rancho Carlsbad Drainage and Floodplain Study” by Rick Engineering Company, JN 8845,6/7/83. “Rancho Carlsbad - Phase I1 Preliminary Review Study” by Site Design Associates, Inc., April 22, 1997. San Diego County Soil Interpretation Study Ground Cover maps by Soil Conservation Service, 1969. Soil Survey San Diego Area, Calfornia maps by Soil Conservation Service and Forest Service, December. 1973. DCB:MDL:emniReponiJ-13 182.001 23 07/01/98 Prepared By: Rick Engineering Company - Water Resources Division **... f...*f*fff.ff...*..**.~.....*~...~.. f..fffff.f...ffff.ff....******......*. -* * FWOD HYDROCRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OP ENOINEERS SEPTEMBER 1990 VERSION 4.0 * WYDROICGIC ENGINEERING CENTER 609 SECOND STREET f modified version - no EC data ,no DSS * RUN DATE 05/06/1998 TIME 15:48:58 * ./ DAVIS, CALIFORNIA 95616 (916) 756-1104 x x xxxxxxx Xxxxx X x xx xx xx X X x xx xxxxxxxxxxx x xxxxxx x xx X X x xx xx X x x xxxxxxx Xxxxx XXX THIS PROCE'AM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73). HEClGS, XEClDB. AND HEClKW THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMs%- ON RM-W WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: - DAMBREAK OUTFWW SUBMERGENCE , - LOSS E'ATE:GREEN AND AMPT INFILTPATION , - KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM - LINE *** FmE *.. 1 2 3 4 5 - 6 7 8 9 lo 11 - .- f.* FEE **. 12 13 - 14 15 16 17 18 19 20 21 22 23 24 25 - 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 HEC-1 INPUT ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9 'DIAGIULM ID ID ID ID ID ID ID ID ID ID ID IT IO KK KM IN FB PI PI PI PI PI BA LS UD KK m RS RC nx RY KK KM PB PI PI PI PI PI EA LS UD 100-YW. 24-NR STORM EWNT RANCHO CARLSBAD HOBILE HOME PARK EXISTING DETENTION FACILITIES. ULTIMATE CONDITIONS HYDROLOGY ADD OFF-SITE WWNSTREAM BASIN BUENA CREEK BASIN BC1 FROM SAN DIEM COUNTY AND BUENA CREEK BASINS BC2, BC3, AND BC4 FROM BUENA CREEK LOMR FILE "BUENAlOO.HC1" IJN 12838) DETENTION AT NORTH MELROSE. SYCAMORE, S-WRIDGE AND LAKE CALAVEFA SMALL AMOUNT STORAGE IN GOLF COURSE UPSTREAM OF MHF JN 13182 FILE NAME RCWH24R.HC1 MAY 6. 1998 5 0 0 300 5 BSNBCl BUN1 FROM COUNTY OF SAN DIEGO CALCS 30 6 0 .009 .007 ,009 ,009 .014 ,016 .017 .02 ,023 ,082 ,041 ,027 .023 ,021 .01 ,016 ,015 .014 ,015 .01 .011 .01 ,009 ,009 4.34 0. 93 ,739 RTBC2 ROUTE FROM BASIN BC1 TEXOUGH BASIN BC2 1 STQR -1 .014 ,014 ,014 1220 ,0098 20 50 70 70 100 410 410 410 400 400 BSNBC2 NORTH OF SH 78 5.7 0 ,009 .007 ,009 .009 ,014 ,016 ,017 .02 ,023 ,082 .041 ,027 ,023 .021 .01 .016 ,015 ,014 ,015 .01 ,011 .01 ,009 ,009 0.55 0 91 -102 KK BClhBC2 m mmIm BASINS BCI AND BC~ HC 2 ,011 .03 .02 ,012 ,009 100 410 ,011 .03 .02 ,012 ,009 ,009 ,045 ,019 .013 ,009 120 410 ,009 ,045 .019 .013 ,009 ,011 ,067 ,017 .01 .01 .012 .088 ,016 .01 ,009 130 410 .011 .012 ,067 ,088 ,017 ,016 .01 .01 .01 ,009 .... PAGE 1 . .10 -013 .096 -018 ,009 ,013 .096 ,018 ,009 HEC-1 INPUT PAGE 2 LINE 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 KK RTBC3 KM ROUTE FROM BASIN BC2 THROUGH BASIN BC3 RS 1 STUR -1 RC ,040 ,060 ,040 2000 ,0125 RX 761.5 767.9 789.5 830.3 864 889.7 898.6 905.6 RY 390.6 391 391.1 378.25 378 387.5 388.2 388.00 KK BSNBC3 KM SOUTH OF SH 78 PB 5.6 BA 1.18 LS 0. 91 UD ,133 KK BC2hBC3 KM mmIm BASINS ~c2 AND BC~ HC 2 KK RTBC4 KM ROUTE FROM BASIN BC3 THROUGH BASIN BC4 RS 1 STOR -1 RC ,060 ,060 ,060 3580 .0072 RX 473 500.1 505.8 546.1 582.3 654.9 664.5 688.1 RY 370.19 310.63 372.1 352.86 353.22 374.7 375.75 384.24 KK BSNBC4 KM NE= CONFLUENCE WITH AGUA HEDIONDA PB 5.5 BA 0.31 LS 0. 88 UD ,068 IM BC3GBC4 KM COMBINE -INS BC3 AND BC4 HC 2 KK AH1 PB 5.7 BA 2.83 LS 0. 92 UD ,335 KK DETSYC KM DETAIN AT SYCAMORE AVE KO 0 2 RS 1 STOR -1 SV 0 0.34 1.57 7.08 26.44 SQ 0 622 1521.3 2091.0 2578.3 SE 360 365 370 375 380 HEC-1 INPUT ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 PAGE 3 LINE 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 KK BCLAH1 mi mmim BUENA CREEK BASINS AND AHI HC 2 KK RTAH2 KM ROUTE BASIN AH1 RND BUENA CREEK BASINS THROUGH BASIN AH2 RS 1 STOR -1 RC ,060 ,080 ,060 8180 ,007 RX 0 100 200 300 600 800 900 1100 RY 400 380 360 340 340 360 380 400 KK AH3 PB 5.4 BA 0.83 LS 0. 92 UD ,093 KWETSHRWW KM DETAIN AT SWWRIDZE KO 0 2 RS 1 STOR -1 SV 0 1.14 6.25 15.18 21.83 SQ 0 190.6 405.0 547.1 618.3 SE 339.5 345 350 355 358 KK RTAH2 KM ROUTE FROM BASIN AH3 THROUGH BASIN AH2 RS 1 STOR -1 RC .OS0 ,080 ,060 3000 ,013 Rx 0 80 250 450 500 600 700 750 RY 400 380 340 320 320 340 380 400 Kx AH2 PB 5.4 BA 1.41 LS 0. 87 UD ,157 KKAH1-36BC KM COMBINE BUENA CREEK BASINS AND AH1 AND AH3 WITH AH2 HC 3 KK AH2-AH7 mi ROUTE AH2 THROUGH AH7 RS 1 STOR -1 RC .06 .08 .06 7660 ,023 Rx 0 150 300 350 400 470 520 680 RY 400 340 300 280 280 300 340 400 LINE 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 ID ....... 1.......2.......3.......4 .. 5.......6.......7.......8.......9......10 HEC-1 INPUT PAGE 4 ..... KK AH4 PB 5.4 BA .70 LS 0. 90 UD ,101 KK AH4-AH5 KM ROUTE AH4 THROUGH AH5 RS 1 RC .04 Rx 0 RY 440 KK AH5 PB 5.3 EA .74 LS 0 UD ,117 ~i( mmim HC 2 KK AH5-AH6 RS 1 RC .06 Rx 0 RY 320 KK AH6 PB 5.2 BA .91 LS 0 UD .146 KK COMBINE KO 0 HC 2 KK AH-7 KM RS RC Rx RY KK PB BA LS UD STOR -1 .03 .04 4900 50 100 220 420 380 360 92 STOR -1 .05 .06 5000 120 150 300 300 280 260 93 2 ROUTE AH6 THROUGH AH7 1 STOR -1 .06 .OB .Ob 2800 0 50 110 230 220 200 180 160 AH8 5.0 .31 0 92 ,047 016 300 450 600 700 360 380 400 440 002 420 550 650 750 260 280 300 320 .02 350 500 600 650 160 180 200 220 HEC-I INPUT PACE 5 LINE 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 ID KK KM RS RC Rx RY KK PB BA LS UTJ .1.......2.......3.......4.......5.......6.......7.......8.......9......10 AH8-7 ROUTE AH8 THROUGH AH7 1 STOR -1 .06 .08 .06 3260 .02 0 50 110 230 350 500 600 650 220 200 180 160 160 180 200 220 AH7 5.2 1.12 0 82 .235 KK mmim KM COMBINE BASINS AH7 WITH AH6 ANE AH8 KO 0 2 HC 4 KK AH7-AH9 KM ROVTH AH7 THROUGH AH9 RS 1 RC .06 RX 0 RY 200 KK AH9 PB 5.0 B?+ 1.0 LS 0 W ,220 KK COMBINE HC 2 STOR -1 .07 .06 5260 .007 80 200 250 650 950 1200 1300 180 140 100 100 140 180 200 87 KK AH9-10 KM ROUTE AH9 TEXOUGH AH10 (MODIFIED PULSI RS 1 SMR -1 sv 4.5 7.5 12.8 35 60 88.1 101.9 SO 500 1000 2000 4000 6000 8000 9000 KK AH10 PB 4.8 BA -66 LS 0 89 UD ,066 KK COMBINE HC 2 HEC-1 INPUT PAGE 6 LINE 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 ID ....... 1.......2.......3. !GAHlO-RCA KM ROUTE AH10 THROUGH RCA RS 1 STOR -1 RC .03 .03 .03 Rx 0 10 26 RY 50 48 46 KK RCA PB 5.0 BA .ll LS 0 85 UD ,042 KK c1 PB 5.5 .87 BA LS 0 90 UD ,139 KKDETNMELROSE KM DETAIN NEAR N. MELROSE KO 0 2 RS 1 STOR -1 SV 0 0.32 1.13 SO 0 454.2 688.8 SE 326.95 335.0 338.0 KK c1-c2 KM ROUTE C1 THROUGH C2 RS 1 STOR -1 RC .06 .08 .06 Rx 0 80 300 RY 300 280 260 KK c2 PB 5.3 BA 2.72 LS 0 91 UD ,393 KK COMBINE HC 2 KK DETCALA .. KM DETAIN AT -VERA LAKE KO 3 2 RS 1 ELEV 209.0 SA 21 24 27 30 SE 208 210 212 214 SS 216.5 150 2.64 1.5 . . . .4 2780 35 42 3.37 770.4 340.0 18380 600 240 .5.......6 ,007 52 95 42 14 21.53 962.9 345.0 ,014 650 1000 240 260 33 35 216 217 . . .7 100 46 1350 280 38 218 ... 8.......9......10 120 48 1700 300 39.5 41 43 219 220 221 HEC-1 INPW . . .4.. . . . . .5 PAGE 7 ID KK m RS RC Rx RY KK PB 0A LS UD .1.......2.......3 . -6 900 120 . . .7 1100 140 ... 8.......9......10 LINE 257 258 259 260 261 262 C2-C3 ROUTE C2 THROUGH C3 1 STOR -1 .os .06 .os 0 200 250 200 160 120 5620 ,021 300 800 100 100 1400 160 263 264 265 266 267 c3 5.1 .82 0 89 ,141 268 269 270 KK COMBINE KO 0 2 HC 2 271 272 273 274 215 276 KK c4 KO 0 2 PB 5.2 BA 1.24 LS 0 88 UD ,236 277 278 279 KK COrnINE KO 0 2 HC 2 280 281 282 283 284 285 KK C3h-RCC KM ROUTE C3 AND C4 THROUGH RCC RS 1 RC .03 Rx 0 RY 48 STOR -1 .03 .03 4400 .016 190 280 300 310 48.4 48 42 42 325 46 390 46 820 48 286 287 288 289 290 KK RCC PB 4.8 BA .15 LS 0 UD .lo9 87 291 292 KK COMBINE HC 2 293 294 KK COMBINE HC 2 295 296 297 298 299 300 KK ROUTE KM ROUTE AHhCC THROUQH BASIN DSAH (OFFSITE1 RS 1 STOR -1 RC .os .10 .OS 2360 ,005 RX 0 110 300 650 900 910 RY 40 30 27 26 26 30 93 0 40 1000 41 LINE 301 302 303 304 305 306 307 308 309 HEC-1 INPUT ID ....... l.......2.......3.......4.......5.......6.......1.......B.......9......10 KK DSAH KM FASIN WWNSTF39.M OF RANCHO CARLSBAD MOBILE HOME PARK PB 4.7 EA 1.05 Ls 0 81 UD .160 KK HC 2 zz PAGE 8 INPUT LINE NO. 14 26 32 43 46 52 58 61 67 73 76 81 88 91 97 102 109 115 SCHEMATIC DIAGIuvl OF STREAM NETWORK (V) ROUTING (... >) DIVERSION OR PUMP FIOW I. ) WNNGCTOR (<---I RETURN OF DIVERTED OR PUMPED FLOW BSNBCl V V RTBCZ BClGBC2. V V RTBC3 BCZ&BC3. V V RTBC4 BC3 6gC4. BCLAK1. V V RTAH2 ..... BSNBC2 ...... BSNBC3 ...... BSNBC4 ...... AH1 v V DETSYC ...... AK3 V V . DETSHAW V V RTAKZ AH2 120 123 129 134 140 145 147 152 157 160 166 171 177 182 186 192 197 199 204 209 AH1-3&BC. V V AHZ-AH7 mmim V V AH7-AH9 COMEINE V V -9-10 mmIm .... .... .... .... V ..... AH4 V V AH4-AH5 AH5 mmIm ............ V V AH5-AH6 AH6 COMBINE V V AH6-7 AH8 V V ma-7 AH7 .......... AH9 ........ AH10 ........ V 211 AH10-RCA 211 RCA 222 mmIm ............ 225 c1 V V 230 . DETNMELR V V 231 c1-c2 243 c2 248 mtmm. V V 250 DETWLLA V V 251 C2-C3 263 c3 268 COMB1 NE ........... 211 c4 277 280 mmIm ............ V V C3&-RCC 286 RCC 291 COMBINE 293 COMBINE ............ V V 295 ROUTE 301 DSAH 307 ............ - (***I RUNOFF ALSO COMPUTED AT THIS LOCATION fff**t*.tt.....f...f**.*.**tttt....*~..***~* - f FLOOD HYDRCGRAPH PACKAGE (HEC-1) * SEPTEMBER 1990 VERSION 4.0 * * modified version - no EC data .no DSS * f RUN DATE 05/06/1998 TIME 15:48:58 * - - *.. ff..*****ttt...fffl.*tt...t.lltt+tt..~~**~~.*~~ 13 IO 100-YEAR, 24-HR STORM EVENT RANCHO CARLSBAD MOBILE HOME PARK EXISTING DETENTION FACILITIES, ULTIMATE CONDITIONS HYDROLCGY ADD OFF-SITE WWNSTREAM BASIN BUENA CREEK BASIN BCI FROM SAN DIEGO COUNTY AND BUENA CREEK BASINS BC2, BC3. AND BC4 FROM BUENA CREEK LOMR FILE "BUENAlOO.HC1" (JN 12838) DETENTION AT NORTH MELROSE. SYCAMORE, SHRDOWRICGE AND LAKE CALAVERA SMALL AMOUNT STORAGE IN GOLF COURSE UPSTREAM OF MHP JN 13182 FILE NAME R03H24R.HCl MAY 6, 1998 f*f.t**.*ttfffff.....~"....""*.******, * U.S. ARMY CORPS OF ENGINEERS * HYDROLCGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 1916) 756-1104 ** ftt*l.fff*..f+ttt***...**..tt OUTPUT CONTROL VARIABLES IPm 5 PRINT CONTROL IPWT 0 PLOT CONTROL QSCAL 0. WDROGRAPH PLOT SCALE IT - HYDRCGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE I 0 STARTING DATE ITIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 2 0 ENDING DATE NDTIME 0055 ENDING TIME Icm 19 CENTURY MARK - COMPUTATION INTERVAL .08 HOURS TOTAL TIME BASE 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT **I fff ff* *f. *** tff **f f.. fff fff fff ttt *** ff. *.* **I *.* ..f (If. 0.. .e. **I It* **. ttt *.. **I f., fft f.. f.. ... I t.ttt.ttt*..** 81 KK * DETSYC * - 83 KO OUTPUT mmoL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDRODR&PH PLOT SCALE STATION DETSYC (I) INFLOW, (0) 0UTFIL)W 0. 400 0. 0. DMPXN PER 10000 11 ............. 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111 ...... 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211 ...... 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311 ...... 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 39.1 10315 40.1 10320 41.1. ..... 10325 42.1 10330 43.1 10335 44.1 10340 45.1 10345 46.1 10350 47.1 10355 48.1 10400 49.1 10405 50. I 10410 51. I ..... 10415 52. I 10420 53. I .. 800. 0. ..... ... ... ... ... 1200. 0. ...... .... .... .... .... .. .. 1600. 0. ... ... .. .. 2000. 0. 0. 0. 0 (S) STORAGE 0. 0. 2. ~~~. s s s s s s s s s s S s s s s s S S s s s s s S S s s s s S S s s s s s s S s s s s s s s s S s s s s s .... .... .. .. 4. 6. ............. 0. 0. 0 0. 0. 0 ........... ........... 10425 54. I 10430 55. I 10435 56. I 10440 57. I 10445 58. I 10450 59. 10455 60. 10500 61. 10505 62. 10510 63. 10515 64. 10520 65. 10525 66. 10530 67. 10535 68. 10540 69. 10545 70. 10550 71. 10555 72. 10600 73. 10605 74. 10610 75. 10615 76. 10620 77. 10625 78. 10630 79. 10635 80. 10640 81. 10645 82. 10650 83. 10655 84. 10700 85. 10705 86. 10710 87. 10715 88. 10720 89. 10725 90. 10730 91. 10735 92. 10740 93. 10745 94. 10750 95. 10755 96. 10800 97. 10805 98. 10810 99, 10815 100. 10820 101. 10825 102 10830 103 10835 104 10840 105 10845 106 10850 107 10855 108 10900 109 10905 110 10910 111 10915 112 I I I. . I I I I I I I I I I. I I I I I I I I I .I I I I I I I I ... ... ... I. I. I.. I. I. I. I I .I .I .I .I .. .. ...... ...... ...... ..I.. ........ . 01 . 01 . 01 I. 01 .I .I I. 01 . ......... .I. . .I .. .. .. .. .... .... .... .... ..... .... .... .... .... ..... s s s s S s s s.. . S S s S s s S s s s.. . s s s .s .S .s .s .S .s .s. .. .s .s .s .s .s .s .s .s .s .s. .. .s .s .s .s .s .s .S .s .s .s.. .s .s .s .s .s .s .s .6 .s .. .s. S 10920 113. .I S ... ... ... ... .. ... ... ... ... ... ... ... ... ... .. ,.. ... ...... \ .......... .......... 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. 11415 172. 11420 173. ............... I IO . .I. . IO .IO IO I. I. I. ...... .I. ....... .I .I .I . IO .I .I .I .I .I .... .I. ......... .I .I .I I I I I I I .... I .......... I I I I I. I. I. I. I. ... .I. .......... I. I. I. I. 01. 01 01 .OI . 01 ..... .OI . 01 . 01 .I .I . IO . IO .IO IO IO .I. 0 .... s. s. s. S. .s .s .s. .............. s ....... S. S .s S S. s. s. .s .s ......... s ............ s. .s. .s .s .s ., .s .s .s .s ...... s .............. .s .S .s .S .s .s .s .s .S ...... s ............................. .s .s .s .s .s .s .s .s .s ...... s ............................. .S .s .s .s .s .s .s .s .s ...... s ............................. .s .s ...... 11425 174. 11430 175. 11435 176. 11440 171. 11445 178. 11450 179. 11455 180. 11500 181. .. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. .. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 191. 11625 198. 11630 199. 11635 200. 11640 201. .. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. .. 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. .. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. .. 11915 232. 11920 233. I. .S I. .S I. .s I. .s I. .s 01. .s I. .s ..I .......................... ......................... I. .s I. .s I. .s I. .S I .s I. .s I. .s I. .s I. .s I ........................... ......................... I. .S I. .s 01 . .s I. .s I. .S .I I. .S I. .s I. .S I. .S .I .......................... .............................. I. .s I. .s I. .s I. .s I. .s I. .s I. .s I. .s I. .s .I ........................... .............................. I. .s I. .s I. .s I. .s I. .s I. .s 1. .S I. .s I. .s I ........................... ............................. . I. .s I. .S I. .s I. .s I. .s I. .S I. .s I. .S I. .s .I ............................ ............................. I. .s I. .s 11925 234. I . .s 11930 235. I . .s 11935 236. I . .s 11940 237. I . .s 11945 238. I . .s 11950 239. I . .s 11955 240. I . .s 12000 241. . .I. .......................... .S. ................... 12005 242. I . .s 12010 243. I . .s 12015 244. I . .s 12020 245. I . .s 12025 246. I . .s 12030 247. I - .S 12035 248. I . .s 12040 249. I . .s 12045 250. I . .s 12050 251. . .I. .......................... .s. ................... 12055 252. I . .s 12100 253. I . .s 12105 254. I . .s 12110 255. I . .s 12120 257. I . .s 12125 258. I . .s 12130 259. I . .s 12135 260. I . .s 12140 261. . .I. .......................... .s. ................... 12145 262. I . .s 12150 263. I . .s 12155 264. I . .s 12200 265. I . .s 12205 266. I . .S 12210 267. I . .s 12215 268. I . .s 12220 269. I . .s 12225 270. I . .s 12230271 ... I ............................ .............................. 12235 272. I . .s 12240 273. I . .s 12245 274. I . .s 12250 275. I . .s 12255 276. I . .s 12300 277. I . .s 12305 278. I . .s 12310 279. I .s 12315 280. I . .s 12325 282. I . .s 12330 283. I . .s 12335 284. I . .s 12340 285. I . .s 12345 286. I . .s 12350 287. I . .s 12355 288. I . .s 20000 289. I . .S 20005 290. I . .s 20010 291. . .I. .......................... .S. .............. 20015 292. I . .s 20020 293. I . .S .s .I 12115 256. I . 12320281 ... I ............................ ........................... ... ... 20025 294. I 20030 295. I 20035 296. I 20040 297. I 20045 298. I 20050 299. I 20055 300.-1---- - - .. . ... .s .s .s S S S . .. .______.._..... *.* fff I... *** Iff .ff **f f.. fff .*. (1.1 ft. ff. l.. .t* ff. *.f *t* f.. *.* f*t *.. f.. .ff **. ..* ,.* .*. *** fff **. ..* ** - *..***.***.*+. . - 102 KX f DETS- * W ***t*.t**..t+. - 104 KO OUTPUT CONTROL VARIABLES I PRNT s PRI~ mmoL IPLOT 2 PLOT CONTROL QSaL 0. HYDROGRAPH PLOT SCALE _. STATION DETSWLW 11) INFWW, IO) OUTFLOW 300. 400. 500. 600 0. 100. 200. 0. 0. 0. 0. 0. 0. 0. - DlwRMN PER loooo 1I ........................................................... S.~~. s S s S S S S s S - 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 - 10040 91 10045 101 - 10050 111 ................................ S S S S s S S S s 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 - 10130 191 10135 201 10140 211.. S. 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311.. S. 10235 321 10240 331 10245 341 10250 351 - - ........................... S s S s S S S S S - - - ........................... S s S s S S S S S - - 10255 3601 10300 37.1 10305 38.1 10310 39.1 10315 40.1 10320 41.1.. S. 10325 42.1 10330 43.1 10335 44.1 10340 45.1 - ........................... S s s S S S S - - 10345 46.01 10350 47. I 10355 48. I 10400 49. I s S - 10405 50. I 10410 51. I.. S. .......................... 10415 52. I S S - 10420 53. I 0. 0. 0. 0. 0. 0 4. 8. 12. 0. 0. 0 (S) STORAGE ... . ...................... ., ...................... ................ .......................... .......................... 10425 54. I s 10430 55. 01 S 10435 56. I S 10440 57. I S 10445 58. I s 10450 59. I s 10455 60. I S 10505 62. I .s 10510 63. I .s 10515 64. I .s 10520 65. I .s 10525 66. I .S 10530 67. I .s 10535 68. I .s 10540 69. 01 . .s 10545 70. I . .S 10555 72. I . .s 10600 73. I . .s 10605 74. I . .S 10610 75. 01 . .s 10615 76. I. .s 10620 77. I. .s 10625 78. I. .s 10630 79. I. .s 10635 80. 01 . .s 10645 82. I. .s 10650 83. 01 . .s 10655 84. I. .s 10700 85. I. .s 10705 86. I. .S 10710 87. 01. .s 10715 88. I. .s 10720 89. I. .s 10725 90. I. .s 10730 91.. .. .OI.. ...................... .S.. ...... 10735 92. 01 .s 10740 93. .OI .s 10745 94. . 01 .s 10750 95. .I .s 10755 96. .I .s 10800 97. .I .s 10805 98. . 01 . .s 10810 99. 0 I. .s 10815 100. 01 s 10820 101. ........ .O.I. ................... .s. ...... 10825 102. 01 .s 10830 103. 01 .s 10835 104. .o I . .s 10840 105. .o I. s. 10845 106. -0 .I s. 10850 107. 0 .I s. 10855 108. 0. I s. 10900 109. 0. I s. 10905 110. .o I . S 10910 111. ............... .O. ... I ............. .S. .. 10915 112. . 0 .I .s 10920 113. 0. I .s .......................... ...... 10500 61. .I.. S.. ......................... ...... 10550 71.. .I.. .S.. ........................ ...... 10640 81.. . .I.. .S.. ............ .................. .................. .................... 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. ... 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. ... 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. ... 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. ... 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. ... 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. ... 11415 172. 11420 173. 0 I. .o I . .o I. .o I .o .I .o .I . 0 .I ................... O...I 0 I. I. . IO . . IO . . IO . . IO . I. 0 . I. .o .I. .o ........ I ........ o...... .I 0. .I .o I 0 I. 0. 1.0 . I .o .IO . I 0. . IO . ... IO ................... .I .I .I .I . IO .I .I .I .I ..I. .................. .I .I .I .I .I .I .I .I .I ..I .................... .I .I I I I I I I I. .I ..................... I. I. s. s. s. s. s. .s .s ........... .s. .s .s .s .s .s .s .s .s s. ....... .s. .... .s .s S. s. s. ., s. .s .s .s .s ........... .s .s .s .s .s .s .s .s .s .s ........... .s .s .s .s .s .s .s .s .s .s ........... .s .s .s .s .s .s .s .s .s .s. ........... .s .s ............... ............... ...... ............... 11425 174. I. .s 11430 175. I. .s 11435 176. I. .s 11440 177. 01 .s 11445 178. I .s 11450 179. I .s 11455 180. I .S 11500181 ..... .............................................. 11505 182. IO .S 11510 183. IO . .s 11515 184. IO . .s 11520 185. I. .s 11525 186. I. .s 11530 187. I. .s 11535 188. 01 . .s 11540 189. 01 . .s 11545 190. 01. .s 11550 191. . . . .I. . . . . . . . . . . . . . . . . . . . . . . . . .s. . . . . . . . . . . . . . . . . . . . 11555 192. I. .s 11600 193. I. .s 11605 194. I. .s 11610 195. I. .s 11620 197. I. .S 11625 198. I. .S 11630 199. I. .s 11635 200. I. .s 11645 202. I. .S 11650 203. I. .s 11655 204. I. .s 11700 205. I. .S 11705 206. I. .s 11710 207. I. .s 11715 208. I. .S 11720 209. I. .s 11725 210. I. .s 11735 212. I. .s 11740 213. IO . .s 11745 214. 1. .s 11750 215. I. .S 11755 216. I. .s 11800 217. I. .s 11805 218. I. .s 11810 219. I. .s 11815 220. I. .s 11820221 .... ...................................................... 11825 222. I. .s 11830 223. I. .s 11835 224. I. .s 11840 225. IO . .s 11845 226. I. .S 11850 227. I. .S 11855 228. I. .S 11900 229. I. .S 11905 230. I. .s 11910231 ... ...................................................... 11915 232. I. .s 11920 233. I. .S .s ., 11615 196. IO. 11640201 .... ................................................ 11730211 .... ................................................ 11925 234. I. .s 11930 235. I. .s 11935 236. IO . .s 11940 237. I . .s 11945 238. I . .s 11950 239. I . .S 11955 240. I . .s 12005 242. I . .s 12010 243. I . .s 12015 244. 01 . .s 12020 245. I. .s 12025 246. I. .s 12030 247. I. .s 12035 248. I .s 12040 249. I. .s 12045 250. I. .s 12050251 ... I ........................... ..................... 12055 252. I. .s 12100 253. I. .s 12105 254. I. .s 12110 255. I. .s 12115 256. I. .s .I 12120 257. I. .s 12125 258. I. .s 12130 259. I. .s 12135 260. IO . .s 12145 262. I . .s 12150 263. I . .s 12155 264. I . .s 12200 265. I . .s 12205 266. I . .s 12210 267. I . .s 12215 268. I . .s 12220 269. I . .s 12225 270. I . .s 12235 272. I . .s 12240 213. I . .s 12245 274. I . .s 12250 275. I . .s 12255 276. I . .s 12300.277. I . .s 12305 278. I . .s 12310 279. I . .s 12315 280. I . .s 12320281 ... I ............................ .............................. 12325 282. I . .s 12330 283. I . .s 12335 284. I . .s 12340 285. 01 . .s 12345 286. I. .s 12350 287. I. .s 12355 288. I. .s 20000 289. I. .s 20005 290. IO . .s 20010291 ... 1 ............................ .............................. 20015 292. I . .s 20020 293. I . .s .......................... ................... 12000 241. . .I. .S. .......................... ................... 12140 261. . .I. .S. .......................... ................... 12230 271. . .I. .S. 20025 294. I . 20030 295. I . 20035 296. IO . 20040 297.1 0 20045 29810 20050 29910 20055 3001---------. - -. .s .s .S S S S s .... (If. .*I *fl fff tff .*I .*. tf. **f e.. ff. 1.. ..* .*. Lt. *** .ff fff fff *f* fff *** t.. *** f.. *** *** f.. f** **. ..I 0.. .* - "t.. t.ttt****t - 157 KK * COMBINE * .****.***..*** - 158 KO OUTPUT CONTROL VARIABLES I Pm 5 PRINT CONTROL - I PLOT 2 PWT CONTROL QSCAL 0. HYDROGRAPH PWT SCALE STATION COMBINE (0) OUTFWW 0. 200. 400. 600. 800. 1000. 1200. 1400. 0. 0. 0. 0. 0 DA" PER ~~000 10 10005 20 10010 30 10015 40 10020 50 10025 60 10030 70 10035 80 10040 90 10045 100 10050 110 ........................................................... 10055 120 10100 130 10105 140 10110 150 10115 160 10120 170 10125 180 .I 10130 190 10135 200 10140 210... ............................................... 10145 220 10150 230 10155 240 10200 250 10205 260 10210 270 10215 280 10220 290 10225 300 10230 310 ........................................................... 10235 320 10240 330 10245 340 10250 350 10255 360 10300 37.0 10305 38.0 10310 39.0 10315 40.0 10320 41.0 ........................................................... 10325 42.0 10330 43.0 10335 44.0 10340 45.0 10345 46.0 10350 47. 0 10355 48. 0 10400 49. 0 10405 50. 0 10410 51. 0 . . . . . . . . . ......................... 10415 52. 0 10420 53. 0 10425 54. 0 10430 55. 0 10435 56. 0 10440 57. 0 10445 58. 0 10450 59. 0 10455 60. 0 10500 61. . 0 . . . . . . . . . . . . . . 10505 62. 0 10510 63. 0 10515 64. 0 10520 65. 0 10525 66. 0 . 10530 67. 0 . 10535 68. 0 . 10540 69. 0 . 10545 70. 0 . 10550 71. . . 0 . . . . . . . . . . . . . 10555 72. 0. 10600 73. 0. 10605 74. 0. 10610 75. 0. 10615 76. 0. 10620 77. 0. 10625 78. 0. 10630 79. 0. 10635 80. 0. 10640 81. . . . 0 . . . . . . . . . . 10645 82. 0. 10650 83. 0. 10655 84. 0. 10700 85. 0. 10705 86. 0 10710 87. 0 10715 88. 0 10720 89. .o 10725 90. .o 10730 91. . . . . .O. . . . . . . . . 10735 92. .o 10740 93. .o 10745 94. . 0, . 10750 95. .o 10755 96. .o. 10800 97. .o. 10805 98. 0. 10810 99. 0. 10815 100. 0 10820 101. . . . . . . . . . . 0 . . . . . 10825 102. .o 10830 103. .. .o 10835 104. .o. 10840 105. 0. 10845 106. .O 10850 107. 10855 108. 10900 109. 10905 110. 10910 111. . , . . . . . . . . . . . . . . 10915 112. 10920 113. 10925 114. 10930 115. ....................................... ........................................ ................ ......................... ............................. ........................................... 0 0. 0. 0. ..... ............................. , .._...... 0. 0. .O .o 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. ..... 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. ..... 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. ..... 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. ..... 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. ..... 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. ..... 11415 172. 11420 173. 11425 174. 11430 175. .o. 0. 0. .o .o ...................... 0 ........................... .o -0 .o .o .o .o .O 0. .o .............. 0 .................................... .o. .o 0 0. .o .o 0 .I 0. 0 .. ....... 0 ..................................... .o. .o .o .o .o 0 0 0. 0. ... 0 .................................................. 0. 0. 0. 0. 0. 0. 0. 0. 0. .. o.... ...................................... 0. 0. 0. 0. 0. 0 0 0 0 .o.. . 0 0 0 0 ......... ..................... 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. ... 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. ... 11555 192. iieoa 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. ... 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. ... 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. ... 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. ... 11915 232. 11920 233. 11925 234. 11930 235. .o .o .o .o .o .. .o .o .o .o .o 0 0 0 0 .o . .o. . .O .o .o .o .o .o .o .o 0 . -0. . .O .o .o .o .o .o .o .o .o . .o. . .o .o .o 0 0 0 0 0 0 .o.. 0 0 0 0 0. 0. 0. 0. 0. 0.. . 0. 0. 0. 0. ............................................. ............................................. ... ..................... ...... ............... ...... 11935 236. 0. 11940 237. 0. 11945 238. 0. 11950 239. 0. 11955 240. 0. 12000241 .... ......................................................... 12005 242. 0. 12010 243. 0. 12015 244. 0. 12020 245. 0. 12025 246. 0. 12030 247. 0. 12035 248. 0. 12040 249. 0. 12045 250. 0. 12050251 .... ........................................................ 12055 252. 0. 12100 253. 0. 12105 254. 0. 12110 255. 0. 12115 256. 0. 12120 257. 0. 12125 258. 0. 12130 259. 0. 12135 260. 0. 12140 261. . . . 0 . . . . . . . . . . 12145 262. 0. 12150 263. 0. 12155 264. 0. 12200 265. 0. 12205 266. 0. 12210 267. 0. 12215 268. 0. 12220 269. 0. 12225 210. 0. 12230271 .... ........................................... 12235 272. 0. 12240 273. 0. 12245 214. 0. 12250 275. 0. 12255 216. 0. 12300 277. 0. 12305 278. 0. 12310 279. 0. 12315 280. 0. 12320281 .... ........................................... 12325 282. 0. 12330 283. 0. 12335 284. 0. 12340 285. 0. 12345 286. 0. 12350 287. 0. 12355 288. 0. 20000 289. 0. 20005 290. 0. 20010 291. . . .O. . . . . . . . . . . . . . . . . . . . . . 20015 292. 0. 20020 293. 0. 20025 294. 0. 20030 295. 0. .I ............................. .......... ,..__...... . . . . . . . - a0035 296. 0. 20040 297. 0. 20045 298. 0 . 20050 299. 0 2o055 300. - .** (1.1 .*. **f ttf **. .** ftt ..* .*. **f .ff fff *.* fff *.t *** *** ff. *** t.. *** ftt (I.. I*. (I.. .*I ..* *.. .ff fff *I. "* - - 182 KK * COMBINE * 184 KO OUTPUT CONTROL VARIABLES I PRNT 5 PRINT CONTROL - IPMT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PU)T SCALE STATION COMBINE (0) OUTFMW 0. 1000. 2000. 3000. 4000. 5000. 6000. 7000. 8000. 0. 0. 0. DAEXKN PER 10,)OO 10 10005 20 10010 30 10015 40 10020 50 10025 60 10030 70 10035 80 10040 90 10045 100 10050 110 .................................................. 10055 120 10100 130 10105 140 10110 I50 10115 160 10120 170 10125 180 ., 10130 190 10135 200 10140 210 .................................................. 10145 220 10150 230 10155 240 10200 250 10205 260 10210 270 10215 280 10220 290 10225 300 10230 310.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10235 320 10240 330 10245 340 ,. 10250 350 10255 360 10300 370 10305 380 10310 390 10315 400 10320 410.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10325 420 10330 430 10335 440 10340 45.0 10345 46.0 10350 47.0 10355 48.0 10400 49.0 10405 50.0 10410 51.0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10415 52.0 10420 53.0 10425 54. 0 10430 55. 0 0 .... ..... ..................... . . . . . . . . . 10435 56. 0 10440 51. 0 10445 58. 0 10450 59. 0 10455 60. 0 10500 61. .O.. . . . . . . . . . . . . . . . . . . . . . . . . . . . 10505 62. 0 10510 63. 0 10515 64. 0 I0520 65. 0 10525 66. 0 10530 67. 0 10535 68. 0 10540 69. 0 10545 70. 0 . 10550 71.. .o.. . . . . . . . . . . . . . . . . . . . . . . . . . . 10555 72. 0 . 10600 13. 0 . 10605 14. 0. 10610 75. 0. 10615 76. 0 . 10620 71. 0. 10625 18. 0. 10630 79. 0. 10635 80. 0. 10640 81 .... .......................................... 10645 82. 0. 10650 83. 0. 10655 84. 0. 10700 85. 0. 10705 86. 0. 10110 87. 0 10715 88. 0 10120 89. .O 10125 90. .o 10730 91 ...... ......................................... 10135 92. .o 10740 93. .o 10145 94. .o 10750 95. -0 10755 96. .o 10800 97. .o. 10805 98. .o. 10810 99. 0. 10815 100. 0. 10820101 .......... ..................................... 10825 102. 0 10830 103. .o 10835 104. .o 10840 105. .o 10845 106. 0. 10850 107. 0. 10855 108. 0. 10900 109. .o 10905 110. 0 10910111 .................. ...................................... 10915 112. 0. 10920 113. .o 10925 114. .o 10930 115. 0. _......... 10935 116. 0. 10940 117. .o 10945 118. .o. 10950 119. 0. 10955 120. .o 11000121 ................................. ........................... 11005 122. 0. 11010 123. .o 11015 124. .o 11020 125. 0. 11025 126. 0. 11030 127. 0. 11035 128. 0 11040 129. 0 11045 130. 0. 11050131 ....................................... ...................... 11055 132. .o. 11100 133. .o 11105 134. .o 11110 135. 0. 11115 136. .o. 11120 137. .o 11125 138. 0. ., 11130 139. 0. 11135 140. .o 11140141 .......................... .................................. 11145 142. 0. 11150 143. 0. 11155 144. .o. 11200 145. .o 11205 146. .o 11210 147. .o 11215 148. 0 11220 149. 0. 11225 150. 0. 11230151 ................... O... ...................................... 11235 152. 0. 11240 153. .o. 11245 154. .o 11250 155. .o 11255 156. .o 11300 157. .O 11305 158. 0 11310 159. 0. 11315 160. 0. 11320161 .............. 0. ............................................ 11325 162. 0. 11330 163. 0. 11335 164. 0. 11340 165. 0. 11345 166. .o. 11350 167. .o 11355 168. .o 11400 169. .o 11405 170. .o 11410171 ............ ................................................. 11415 172. .o 11420 173. .o 11425 174. .O 11430 175. .O 11435 176. .o 11440 177. 0 11445 178. 0 11450 179. 0 11455 180. 0 11500 181. . . . . . . . . . 0 . 11505 182. 0 11510 183. 0. 11515 184. 0. 11520 185. 0. 11525 186. 0. 11530 187. 0. 11535 188. 0. 11540 189. 0. 11545 190. 0. 11550 191. . . . . . . . .O. . . 11555 192. 0. 11600 193. 0. 11605 194. 0. 11610 195. 0. 11615 196. 0. 11620 197. 0. 11625 198. 0. 11630 199. 0. 11635 200. 0 11640 201. . . . . . . . 0 . . . 11645 202. 0. 11650 203. 0. 11655 204. 0. 11700 205. 0. 11705 206. 0. 11710 207. 0. 11715 208. 0. 11720 209. 0. 11725 210. 0. 11730 211. . . . . . . . 0 . . . 11735 212. 0. 11740 213. 0. 11745 214. .o. 11750 215. .o. 11755 216. .o. 11800 217. .o. 11805 218. .o. 11810 219. .o. 11815 220. .o. 11820 221. . . . . . . .o. . . . 11825 222. .o. 11830 223. .o. 11835 224. .o. 11840 225. .o 11845 226. .o 11850 227. .o 11855 228. .o 11900 229. .o 11905 230. .o 11910 231. . . . . . .O. . . . . 11915 232. .o 11920 233. .o 11925 234. .o 11930 235. .o ................................................ .I ................................................ ....................................... ............................... ............................... ...._..... 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. 20015 292. 20020 293. 20025 294. 20030 295. .o .o .o .o .o ..... o.... .o .o .o .o .o .o .o .o .o .... .o. .... .o .o .o .o .o .o .o .o .o .... .o. .... .o .o .O .o -0 .o .o 0 0 .... o..... 0 0 0 0 0 0 0 0 0 .... o..... 0 0 0 0 0 0 0 0 0 .... o..... 0 0 0 0 ..................... ................ ., .................................... .................................... .. ........ ......................................... 20035 296. 0 20040 297. 0 20045 298. 0. 20050 299. 0. 2o055 300, - .*. .ff fff Iff fff fff t.. *** .,* .ff r** *** I.. ... I.. fff ftt ftf ft* ..I *** *** *** *** (I.. ttf fff fff fft ttt ttf **t tt - - 230 KK * DETNMELR * OSE ****....*....* - 232 KO OUTPUT CONTROL VARIABLES I PRNT 5 PRINT CONTROL - IPWT 2 PWT CONTROL QSCAL 0. HYDROGRAPH PWT SCALE STATION DETNMELR (I) INFWW. IO) OUTFWW 0. 100. ..~ .O DA"N PER 10000 lI------ 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111 ... 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211 . . 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311 . . 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 391 10315 401 10320 411 . . 10325 421 10330 43.1 10335 44.1 10340 45.1 10345 46.1 10350 47.1 10355 48.1 10400 49.1 10405 50.1 10410 51.1. . 10415 52. I 10420 53. I 0 ... .. .. .. ., 200. .O ......... .... .... .... ..... 300. .O .... .. .. ... ... .~.. .. .. .. .. 400. .O .... ... ... .. 500. 600. 0. 0. 0. (SI STORAGE .O .o .2 ............. ..s ........... .... .... .... s s s s s s s s s .. .s. s s S S s s S s s .. .s. s s S s S s s s S .. .s S s S s s s s s s .. .s s s s s s s s s s s .s .s ... .4 .6 ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. .. .. 0. 0. 0 .O .o .. ..... .. .... .... 10425 54. I 10430 55. I 10435. 56. I 10440 57. I 10445 58. I 10450 59. I 10455 60. I 10500 61. .I. .................. 10505 62. I 10510 63. I 10515 64. I 10520 65. I 10525 66. I 10530 67. I 10535 68. I 10540 69. I 10545 70. I 10550 71.. I.. ................ 10555 72. I 10600 73. I . 10605 74. I . 10610 75. I . 10615 76. I . 10620 77. I . 10625 78. I . 10630 79. I . 10635 80. I. 10640 81.. . I.. ............... 10645 82. I. 10650 83. I. 10655 84. I. 10700 85. I. 10705 86. I. 10710 87. I. 10715 88. I. 10720 89. I. 10725 90. I. 10730 91. ... .I. ............... 10735 92. I. 10740 93. 01 10745 94. .OI 10750 95. .I 10755 96. .I 10800 97. .I 10805 98. .I 10810 99. I. 10815 100. I. 10820 101. ........ .I. .......... 10825 102. I 10830 103. 01 10835 104. .I 10840 105. I. 10845 106. 01 10850 107. .I 10855 108. I 10900 109. .I 10905 110. .I. 10910 111. .................. .I. 10915 112. 10920 113. .s .s .s .s .S .s .s ..... .s. ........... .s .S .s .s .s .s .s .s .s ...... s ........... .s .s .s .s .s ., .s .s .s s ...... s ........... .s .s .s .s .s .s .s s .s ...... .s .s .s .s .s .s. s. s. ............. s ....... s. s. s. S. S .s .s .s .s ................ s. .. 01 .s. 01 . s. ............... .............. 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. 11415 172. 11420 173. I. I. 01 . I. 01 .I . 01 .......................... I, . IO IO IO. IO I. 1. . IO . I. IO ............ I...... ....... .I. .I .I I I. I. I. I. .I. ....... I ................... .I .I .I .I .I .I .I .I .I ..... I .................... .I .I .I .I .I .I .I .I .I ..... I ..................... .I .I .I .I I I I I I .... I ..................... I I. s. s. S. .s .s s. s. ............... .s. S. s. .s S S. s. s .s .s ..... .s. .......... S. s. s. s s. ., s. s s. .s ... .s. ............ s. .s. .s. .s. s. .s. .s .s .s ... s ........................... .s .s .s .s .s .s .s .s .s ... s ........................... .s .s .s .s .s .s .s .s .s ... s .......................... .s s 11425 174. I. .s 11430 175. I. .s 11435 176. I .s 11440 177. I .s 11445 178. I .s 11450 179. I .s 11455 180. .I .s 11505 182. I .s 11510 183. IO. .s 11515 184. I. .s 11520 185. I. .s 11525 186. I. .s 11530 187. I. .s 11535 188. I. .s 11540 189. 01 . .s 11545 190. I- 5 11500181 ...... ....................................................... 11550191 ..... ......................................................... 11555 192. 1. .s 11600 193. I. .s 11605 194. 1. .s 11610 195. 1- .s 11615 196. 1. .s .I 11620 197. I. .s iihas i9e. I. .s 11630 199. I. .s 11635 200. I. .s 11640201 ..... L...........................S............................ 11645 202. I. .s 11650 203. I. .s 11655 204. I. .s 11700 205. I. .s 11705 206. I. .s 11710 207. I. .s 11715 208. I. .s 11720 209. I. .s 11725 210. I. .s 11730211 ..... ....................................................... 11735 212. I. .s 11740 213. I. .s 11745 214. I. .s 11750 215. I. .s 11755 216. I. .s 11800 217. I. .s 11805 218. I. .s 11810 219. I. 5 11815 220. I. .s 11820221 .... ...................................................... . 11825 222. I. .s 11830 223. I. .s 11835 224. IO . .s 11840 225. I. .s 11845 226. I. .s 11850 227. I. .s 11855 228. I. .s 11900 229. I. .s 11905 230. I. .s 11910231 ... ................................... 11915 232. I. .s 11920 233. I. .s 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. 20015 292. 20020 293. I I I I I I I .I. . I I I I I I I I I .I. I I I I I I I I I .I. I I I I I I I I I .I. . I I I I I I I I I .I. . I I I I I I I I I .I. I I .s .s .s .s .s .s .s .......................... s .......................... .s .s .s .s .s .s .s .s .s .......................... s .......................... .s .s .s .s .s ., .s .s .s s .......................... s .............. .s .s .s .s .s .s .s .s s .......................... s ............................ ,. s .s .s .s .s .s .s .s .s .......................... s ............................ s .s .s .s .s .s .s .s .s .......................... s...... .............. .s .s 20025 294. I 20030 295. I 20035 296. I 20040 297. I 20045 298.1 a0050 299.1 20055 300I---- .. . .. .s .s .s .s S s ..s.. .. 35.0 217.00 ... ... 38.0 218.00 **..*.**.*.*** 250 KK * DETW * f .**.*.**.***.* 252 KO OUTPUT mmoL VARIABLES I PW 3 PRINT CONTROL IPLOT 2 PLOT CONTROL QSW 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 253 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACXES ELEV TYPE OF INITIAL CONDITION 209.00 INITIAL CONDITION .OO WORKING R ANLI D MEFFICIENT - 254 SA AREA 21.0 208.00 216.50 150.00 2.64 1.50 44.97 210.00 .oo 216.50 648.18 217.89 44.97 . 00 210.00 24.0 27.0 30.0 33.0 39.5 219.00 41.0 43.0 220.00 221.00 - 255 SE ELEVATION 210.00 212.00 214.00 216.00 256 SS - SPILLWAY CREL SPWID COQW EXPW .oo 208.00 . 00 208.00 472.52 217.63 .oo . 00 208.00 SPILLWAY CREST ELEVATION SPILLWAY WIDTH WEIR COEFFICIENT EXPONENT OF NERD fff COMPUTED STORAGE-ELEVATION DATA STORAGE ELEVATION 95.94 152.91 215.89 249.88 212.00 214.00 216.00 217.00 286.37 218.00 325.12 219.00 365.37 220.00 407.36 221.00 COMPUTED OUTFLOW-ELEVATION DATA OUTFLOW ELEVATION OUTFLOW ELEVATION .65 5.19 17.50 41.49 216.51 216.56 216.63 216.72 862.73 1120.06 1424.06 1778.62 218.18 218.50 218.85 219.22 81.03 216.85 140.01 217.00 222.33 217.18 331.87 217.39 2187.61 219.63 2654.95 220.06 3184.51 220.51 3780.19 221.00 COMPUTED STORAGE-OUTFLOW-ELEVATION DATA 95.94 152.91 215.89 232.63 233.11 . 00 . 00 . 00 . 00 .65 212.00 214.00 216.00 216.50 216.51 STORAGE OUTFLOW ELEVATION 234.53 5.19 216.56 236.90 17.50 216.63 240.24 41.49 216.72 STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION - - Iff 244.56 81.03 216.85 325.12 1565.33 219.00 L.. 249.88 256.25 140.01 222.33 217.00 217.18 333.93 350.10 1778.62 2187.61 219.22 219.63 *.* 263.72 331.87 217.39 365.37 2592.97 220.00 e.* HYDROGRAPH AT STATION DETW PEAK FLOW TIME (CFSI (HR) - 1401. 11.00 - PEAK STORAGE TIME (AC-FT) (HRI 318. 11.00 - PEAK STAGE TIME (FEET) (HR) - 218.82 11.00 6-HR (CFS) 748. (INCHES) 1.937 (AC-FT) 371. 6-HR 286. 6-HR 218.00 CUMULATIVE AREA = 272.34 282.17 472.52 648.18 217.63 217.89 367.65 386.70 2654.95 3184.51 220.06 220.51 MAXIMUM AVERAGE FLOW 24-HR 72-HR 293. 282. 3.032 3.032 580. 580. MAXIMUM AVERAGE STORAGE 24-HR 72-HR 190. 184 MAXIMUM AVEFSGE STAGE 24-HR 72-HR 214.85 214.63 3.59 SO MI f*t 24.92-HR 282. 3.032 580. 24.92-HR 184. 24.92-HR 214.63 286.37 293.26 ' 305.56 319.10 727.50 862.73 1120.06 1424.06 218.00 218.18 218.50 218.85 407.36 3780.19 221.00 STATION DETCALA 0. 400. 0. 0. DA" PER 10000 11 ........... 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111 ..... 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211 ..... 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311 ..... 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 391 10315 401 10320 411 ..... 10325 421 10330 431 10335 441 10340 451 10345 4601 10350 4701 10355 4801 10400 4901 10405 5001 10410 5101. .... 10415 5201 10420 5301 800. 0. ...... 1200. 1600. 0. 0. ............. (I) INFWW. (0) OUTFMW .... 2000. 0. 0. 0. ............... . -s- ... .. .. ... .... ... .... .. .... .... .... .... .s .s .s s .s .s .s .s .s .s .s .s .s .s .s s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s s .s .s .s .s .s .s .s .s 100. ... .. ... 200. .. .. 0. 0. 0. 300. 400. 0. .................. ........... .............. c 0 .-..~ .. .. 10425 5401 10430 5501 10435 560 I 10440 510 I 10445 580 I 10450 590 I 10455 600 I 10500 6101.. ...................... 10505 620 I 10510 630 I 10515 640 I 10520 650 I 10525 660 I 10530 610 I 10535 680 I 10540 690 I 10545 100 I 10550 110 .I. ........... 10555 720 I 10600 130 I 10605 740 I 10610 750 I 10615 760 I 10620 110 I 10625 780 I . 10630 190 I . 10635 800 I . 10640 810 . .I. ...... 10645 820 I . 10650 830 I . 10655 840 I . 10100 850 I . 10105 860 I . 10110 810 I. 10115 a80 I. 10120 890 I. 10725 900 I. 10130 910.. . I.. ................... 10735 920 I. 10140 930 I. 10745 940 I. 10150 950 I. 10755 960 I 10800 970 I 10805 980 .I 10810 990 .I 10815 1000 .I 10820 1010 ..... .I. .................. 10825 1020 .I 10830 1030 .I. 10835 1040 I. 10840 1050 I. 10845 1060 I. 10850 1010 .I 10855 1080 .I 10900 1090 .I. 10905 1100 I. 10910 1110.. ........... I.. ......... 10915 1120 I 10920 1130 .I .s .s .s .s .s .s .s .. s ........................... .s .s .s .s .s .s .s .s .s .. s .......................... .s .s .s .s .s .I .s .s .s .s. ... s .......................... .s. .s. .s .s. s. s. s. s. s. ... s ......................... s. s. s. s. s. s. s. s. s. ..... s ........................ S S S .S .s .s .s .s .s ........ s ..................... .s s. 10925 1140 I 10930 1150 I 10935 1160 10940 1170 10945 1180 10950 1190 10955 1200 11000 121. .o. ................ 11005 122. 0. 11010 123. .o 11015 124. .o. 11020 125. 0. 11025 126. .o 11030 127. 0. 11035 128. 0. 11040 129. .o 11045 130. .o 11050 131. ................ 0 . 11055 132. .o 11100 133. .I 11105 134. .I 0 11110 135. IO 11115 136. I. 0 11120 137. 1.0 11125 138. . I .o 11130 139. I .o 11135 140. .I 0 11140 141. ......... .I. .. 0 .... 11145 142. I 0. 11150 143. I. 0. 11155 144. I. 0 . 11200 145. I. 0 11205 146. 1.0 11210 147. 1.0 11215 148. I .o 11220 149. I .o 11225 150. IO 11230 151. ...... .I. . 0 ........ 11235 152. . I 0. 11240 153. . I 0. 11245 154. . I 0. 11250 155. . I 0. 11255 156. . IO. 11300 157. . IO. 11305 158. . IO 11310 159. .IO. 11315 160. .IO. 11320 161. ..... .I.O. .......... 11325 162. . IO . 11330 163. . IO . 11335 164. . IO . 11340 165. .IO 11345 166. .IO 11350 167. .IO 11355 168. .IO 11400 169. .IO 11405 170. .I 0 11410 171. .... .I.O. ........... 11415 172. .I 0 11420 173. .I 0 I. I .I .I .I ... .I. .. I. I. I. I. I. I. I. .I. .I .I.. ... I. ...... ...... ...... ... ........... ........ s. s S. S .S .s .s .... .s. .. s s. s. S. S S .S .s .s ........ s ............. .s .s s .s s .S .s .s .s ........ s .............. S S S S S S S. S. S. ....... s ............... S. S. S. S. s. s. s. s. s. ...... s.... ........... s. s. s s. s. s. s. s. s. ...... s ............... s. s ...... 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. . 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. . 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. . 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. . 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. . 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. . 11915 232. 11920 233. s. s. s s. s. s. s. .IO .IO .IO .IO .IO .IO .IO ..I ....................................................... s. .I .I s s s s. s. s. s. s. IO IO I .o 1.0 10 IO IO IO ....................................................... s. s. IO IO I. s I. s. I. .,s I. s. I. s. I. s. 1. s. I. s. I. s. I. s. I. s. I. s. I. s. I. s. I. s 1. s .. I.... ................................... s.. I. s. I. s. I. s. I. s. IO. s. IO. s. IO. s. 10. s IO. s. I. s. I. s. I. s. I. s. I. s. IO . s. IO . s. IO . s. IO . s. .IO ...................................... s................ ..I ........................................................ .I ...................................... s................ IO . s. IO . s. 11925 234. IO . 11930 235. IO . 11935 236. IO . 11940 237. IO . 11945 238. IO . 11950 239. IO . 11955 240. IO . 12000241 ... IO ................. 12005 242. IO . 12010 213. IO . 12015 244. IO . 12020 245. IO . 12025 246. I. 12030 247. I. 12035 248. I 12040 249. I. 12045 250. I. 12050 251.. . I.. ............... 12055 252. I. 12100 253. I. 12105 254. I. 12110 255. I. 12115 256. I. 12120 257. I. 12125 258. I. 12130 259. I. 12135 260. I. 12140261.. . I. ................ 12145 262. I. 12150 263. I. 12155 264. I. 12200 265. I. 12205 266. I. 12210 267. I. 12215 268. I. 12220 269. I. 12225 270. I. 12230271.. . I.. ............... 12235 272. I. 12240 273. I. 12245 274. I. 12250 275. I. 12255 276. I. 12300 277. I. 12305 278. I. 12310 279. IO . 12315 280. IO . 12320 281. . .IO ................. 12325 282. IO . 12330 283. IO . 12335 284. IO . 12340 285. I. 12345 286. I. 12350 287. I. 12355 288. I. 20000 289. I. 20005 290. I. 20010 291. .. I .. 20015 292. I. 20020 293. I. s. s. s. s. s. s. s. .................. s.. s. s. s. s. s. s. s. s. s. .................. s.. s. s. s. s. . rs . s. s. s. s. .................. s.. s s. s. s. s s. s. s s. .................. s.. s. s. s. s s. s. s s. s. .................. s.. s. s. s. s. s. s. s. s. s. ............. s.. s. s. ...... 20025 294. I 20030 295. I 20035 296. I - 20040 297. io 20050 299. I o 20055 ~oo.---Io-- 20045 298. IO - s. s. s. s. s. s. fff fff *,. I.. **. f.. fff f.. fff I.. If. .I* fff fff *** fff ff. ..I It* L.. fff *.. t.. fff ff. f.. ff. .** *** *** *.* fff .f - ****.**.***..* - 268 KK COMBINE * *....*... ***** - 269 KO OUTPUT CONTROL VARIABLBLES I PRNT 5 PRINT CoNTRoL IPWT 2 PLOT ComRoL - QSCAL 0. HYDROGRRPH PLOT SULLE STATION COMBINE IO) OUTFWW 0. 200. 400. 600. 800. 1000. 1200. 1400. 1600. 0. 0. 0. 0 DRW\MN PER 10,)OO 10 10005 20 10010 30 10015 40 10020 50 10025 60 10030 70 10035 80 10040 90 10045 100 10050 110 ........................................................... 10055 120 10100 130 10105 140 10110 150 10115 160 10120 170 10125 180 .I 10130 190 10135 200 10140 210 ........................................................... 10145 220 10150 230 10155 240 10200 250 10205 260 10210 270 10215 280 10220 290 10225 300 10230 310 ........................................................... 10235 320 10240 330 10245 340 10250 350 10255 360 10300 370 10305 380 10310 390 10315 400 10320 410 ........................................................... 10325 420 10330 430 10335 440 10340 450 10345 460 10350 470 10355 480 10400 490 10405 500 10410 510 ........................................................... 10415 520 10420 530 10425 54.0 10430 55.0 10435 56.0 10440 57.0 10445 58.0 10450 59.0 10455 60.0 10500 61.0. . . 10505 62.0 10510 63.0 10515 64.0 10520 65.0 10525 66.0 10530 67.0 10535 68.0 10540 69.0 10545 70.0 10550 71. 0 . . 10555 72. 0 10600 73. 0 10605 74. 0 10610 75. 0 10615 76. 0 10620 77. 0 10625 78. 0 10630 79. 0 10635 80. 0 10640 81. 0 . . 10645 82. 0 10650 83. 0 10655 84. 0 10700 85. 0 10705 86. 0 10710 87. 0 10715 88. 0 10720 89. 0 10725 90. 0 10730 91. .O. . ...... ...... 10735 92. 10740 93. 10745 94. 10750 95. 10755 96. 10800 97. 10805 98. 10810 99. 10815 100. 10820 101. 10825 102. 10830 103. 10835 104. 10840 105. 10845 106. 10850 107. 10855 108. 10900 109. 10905 110. 10910 111. 10915 112. 10920 113. 10925 114. 0 0 0 0 0 0 0 0 0. ..o ...... 0. 0. 0. .o .o .o .o .o .o ...... 0.. 0. 0. 0. 10930 115. 0. .... .... .... .... .... .... _..... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ...... ...... ...... .... .... .... .... .......... ...... .......... .......... 10935 116. 0 10940 117. .o 10945 118. .o 10950 119. .o 10955 120. .o 11000 121. . . . . . . . . . . . 0 . . . . . . . . . . . . . 11005 122. 0 11010 123. .o 11015 124. 0. 11020 125 .o. 11025 126. .o 11030 127. 0. 11035 128. .o. 11040 129. 0. 11045 130. 0 11050 131. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .O. 11055 132. .o 11100 133. 0. 11105 134. 0 11110 135. 0. 11115 136. 0. 11120 137. .o. 11125 138. .o ., 11130 139. .o 11135 140. 0. 11140141 .................................. ......................... 11145 142. .o 11150 143. .o 11155 344. 0 11200 145. 0. 11205 146. 0. 11210 147. .o 11215 148. .o 11220 149. 0 11225 150. 0. 11230151 ........................ ................................... 11235 152. 0. 31240 153. .o. 11245 154. .o 11250 155. .o 11255 156. .o 11300 157. 0 11305 158. 0. 11310 159. 0. 11315 160. 0. 11320161 ................... ........................................ 11325 162. 0. 11330 163. 0. 11335 164. .o. 11340 165. .o 11345 166. .o 11350 167. .o 11355 168. .o 11400 169. .o 11405 170. .o 11410171 ................ ............................... 11415 172. .o 11420 173. 0 11425 174. 0 11430 175. 0. ...... 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. ........ 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. ........ 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. ........ 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. ........ 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. ........ 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. ........ 11915 232. 11920 233. 11925 234. 11930 235. 0. 0. 0. 0. 0. ..... 0 ........ ..................... 0. 0. 0. .o. .o. .o. .o .o. .o ... 0 ........................................... .o .o .o .o .o .o .o .I .o .o .. 0 ............................................ .o .o .o .o .o .o .o .o .o .. 0 ............................................ .o .o .o .o .O .o .o .o .o .. 0 ................................... 0 0 0 0 0. 0. 0. 0. 0. 0 ................ 0. 0. 0. 0. ...... 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. . . . . . . 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. ~ . 12040 249. 12045 250. 12050 251. . . . . . . 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. . . . . . . 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. . . . . . . 12235 272- 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. . . . . . . 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. . . . . . . 20015 292. 20020 293. 20025 294. 20030 295. 0 0 0 0 0 .o. 0 0 0 0 0 0 0 0 0 .o. . 0 0 0 0 0 0 0 0 0 .o. . 0 0 0 0 0 0 0 0 0 0.. 0 0 0 0 0 0 0 0 0 0.. 0 0 0 0 0 0 0 0 0 0.. 0 0 0 0 .................................... .................................... .......... .I ................ .................................... .................................... .................................... ...... 20035 296. 20040 297. 20045 298. 20050 299. 20055 300.--- .o .o .o .o -. o... .. ... ... *** ... **. **. **. **+ .tt *.* **. .+* .tf tf. .f. .*. ... ftt t.. f.. .*I *ff ... +** I.. f.. **I fff t.. ff. f.. .*. ff, **. ,. - 272 KO OUTPUT CONTROL VARIABLES I PRNT 5 PRINT mmoL - IPWT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE STATION c4 0. 100. .OO .oo DR" PER 10000 10 ............. 10005 20 10010 30 10015 40 10020 50 10025 60 10030 10 10035 80 10040 90 10045 100 10050 110 10055 120 10100 130 10105 140 10110 150 10115 160 10120 170 10125 180 10130 190 10135 200 10140 210 10145 220 10150 230 10155 240 10200 250 10205 260 10210 270 10215 280 10220 290 10225 300 10230 310 10235 320 10240 330 10245 340 10250 350 10255 360 10300 310 10305 380 10310 390 10315 400 10320 410 10325 420 10330 430 10335 440 10340 450 10345 460 10350 470 10355 480 10400 490 10405 50.0 10410 51.0 10415 52.0 10420 53.0 .... .... .. .. .. .. .. (01 OUTFWW 200. 300. 400. .. .. .. .. .. .OO . 00 .. 00 500. 600. . 00 . 00 ................. .... .... .. ......... ~~. .. .. .. .. .. 100. .OO ... .. .. .. .. .. 0. 00 .... .. .. .. .... 0. 0. (Ll PRECIP. 12 .. .. .. .08 ........ .. 0. 0 (XI EXCESS .04 .o .. .. .. .. .. .., ... ... ... LL LL LL . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL Ll LI LI LI Ll LI LI Ll LI LI LI L1 L1 LI L1 L1 L1 L L L L L LL LL LL LL LLL 10425 54.0 LLL 10430 55.0 ILL 10435 56.0 LLX 10440 57.0 LLX 10445 58. 0 LLX 10450 59. 0 LLX 10455 60. 0 10500 61.0 ........................................................... LLX 10505 62. 0 LLX 10510 63. 0 LLX 10515 64. 0 LLX 10520 65. 0 LLX 10525 66. 0 LLX 10530 67. 0 LLX 10535 68. 0 10540 69. 0 LLX 10545 70. 0 LLX 10555 72. 0 LLX 10600 73. 0 LLX 10605 74. 0 LLLX 10610 75. 0 . LLLX 10615 76. 0 . ., LLLX 10620 77. 0 . LLLX 10625 78. 0 . LLXX 10630 79. 0 . LUX 10635 80. 0. LLXX 10645 82. 0. LLXX 10650 83. 0. LLXX 10655 84. 0. LLXX 10700 85. 0. LLXX 10705 86. 0. . LLLXX 10710 87. 0. . LLXXX 10715 88. 0. . LLXXX 10720 89. 0. . LLXXX 10725 90. 0. . LLXXX 10735 92. 0 . LLXXXX 10740 93. .o . LLLXXXh 10745 94. .o . LLXXXY 10750 95. .o . LLXXXY 10755 96. .o . LLm 10800 97. .o . LLXXXl 10805 98. 0. L L L L xxx x x 2 10810 99. 0. LLLLXXYXX) 10815 100. 0. LLLLXXXXX) 10820101 .......... O............................................LLLLyxxxx) 10825 102. .o LLLWw(X) 10830 103. .o LLLXXXXXX) . LLLLLKXXXXXXXX) 10835 104. .o 10840 105. 0. . LLLLLXXXXXXXXX: 10845 106. 0 . LLLLLXXXXXXXXX: 10850 107. .o . LLLWOWMXXXX: 10855 108. 0. . LLLLxxxxxxxxxx. 10900 109. 0. . LLLLxxxxxxxxxx 10905 110. 0 .LLLLxxxxxxXXXXxxxx 10910 111. . . . . . . . . . . . . . . . . . . . . .o. . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLLLxxxxxxxxxxxxxx 10915 112. 0. .LLLLxxxxxxxxxxXXxx 10920 113. .o .LLLLxxxxxxxxxxxxxx 10550 71 .. ............................................................ 10640 81 ... .......................... ............................. LLXX 10730 91 ..... O....................................................LLXXX 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. 11415 172. 11420 173. .. .. .. .. .. ... ................... 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 .o. 0 0 0 0 0 0 0 0 0 a. . 0 0. ........... o.... 0. .o. .o .o .o .o .o. 0. 0. 0. 0. 0. ,. ,. ... ... 0 0. 0. .... 0 .. .. 3. 0. 0. .o .o .o. ..... 0.. 0. 0 .o .o .o .o 0 0. ..... ..... .. .... .... ... ... ... ... ... .LLLLxxxxxxxxxxxxxxx .LLLxxxxxxxxxxxxxxxx L L I, x x x xxxx XM LLLLxMo[xXXXXXXXXXMX LLLxxxxxxxxxxxxxxxxxx LL-xxxx .LLLxxxxxxxxxxxxxxxx . LLLxXXxxxxXXXxxxxX . LLxxxxxxxxxxxxxxxx . LLxxx)Mxxxxxxxxxxx . LLXXXXXXXXXXXXXXXX . LLxxxXXXXxxxxxxxxx . LLxxxxxxxxxxxxxxxx . LXXXXMXX . LXXxxxxXX . LXXXXXXXX ...... .Lxxxxxxxx .Lxxxxxxxx . LXxxxxXXX ....... LXXXXX Lxxxxx LXXXXX LXxxXX Lxxxxx LxXXXX xxxxx .xxxxx xxxxx XXXXX xxxxx xxxxx Lxxxx LxxXX Lxxxx Lxxxx Lxxxx . Lxxxx XXXX XMX xxxx xxxx xxxx xxxx xxxx xxxx xxxx . xxxx xxxx xxxl LXXY LXX> LXX} LXX) LXX) LXX1 xx> . .xx) xx1 xx: 11425 174. .o 11430 175. .o 11435 176. .o 11440 177. .o 11445 178. .o 11450 179. .o 11455 180. .o 11500 181. ...... 0. ............ 11505 182. .o 11510 183. .o 11515 184. .o 11520 185. 0 11525 186. 0. 11530 187. 0. 11535 188. 0. 11540 189. 0. 11545 190. 0 11550 191. .... .O. .............. 11555 192. .o 11600 193. .o 11605 194. .o 11610 195. .o 11615 196. .o 11620 197. .o 11625 198. .o 11630 199. .o 11635 200. .o 11640201.. .... 0.. ............ 11645 202. .O 11650 203. .o 11655 204. .o 11700 205. .o 11705 206. .o 11710 207. .o 11715 208. .o 11720 209. .o 11725 210. .o 11730 211. ..... 0 .............. 11735 212. .o , . 11740 213. .o 11745 214. .o 11750 215. 0 11755 216. 0 11800 217. 0 11805 218. 0 11810 219. 0 11815 220. 0 11820 221. .... 0 ............... 11825 222. 0 11830 223. 0 11835 224. 0 11840 225. 0 11845 226. 0. 11850 227. 0. 11855 228. 0. 11900 229. 0. 11905 230. 0. 11910 231. ... 0 ..... 11915 232. 0. 11920 233. 0. ................ ........ ............................... ................................. ............................... ...... xxx xxx XXXX XXXX XMU XXXX XXXX xxxx xx xx xx xx xx xx xxx XXX XXX . xxx XXX xxx XXX xxx xxx xxx xxx xxx XXX .xxx xxx xxx XXX XXX XXY xxx XX) xx> XX) . XX) LX) Lx) Lx) Ly) LM WO Xx1 XX) Xx' . XX: XX: XX: x X X X X X X .x X X 11925 234. 0. XX 11930 235. 0. xx 11935 236. 0. xx 11940 237. 0. xx 11945 238. 0. XX 11950 239. 0. XY 11955 240. 0. XX 12000 241. . . .O. . . . . . . . . . . . . . . . . . . . . . ......... m. 12005 242. 0. XY 12010 243. 0. XX 12015 244. 0. XX 12020 245. 0. XX 12025 246. 0. XY 12030 247. 0. xx 12035 248. 0. xx 12040 249. 0. xx 12045 250. 0. XY 12050251 .... O......................................................X> 12055 252. 0. XY 12100 253. 0. XX 12105 254. 0. Xk 12110 255. 0. X> 12115 256. 0. .I x) 12120 257. 0. X> 12125 258. 0. X> 12130 259. 0. X> 12135 260. 0. X> 12140261 .... ......................................................... 12145 262. 0. X> 12150 263. 0. X> 12155 264. 0. X> 12200 265. 0. X) 12205 266. 0. X> 12210 267. 0. X> 12215 268. 0. X: 12220 269. 0. X: 12225 270. 0. X: 12230271 .... O.......................................................X: 12235 272. 0. X: 12240 273. 0- X: 12245 274. 0. X: 12250 275. 0. X: 12255 276. 0. X: 12300 277. 0. X: 12305 278. 0. X: 12310 279. 0. X: 12315 280. 0. X 12320281 .... ......................................................... 12325 282. 0. X 12330 283. 0. X 12335 284. 0. X 12340 285. 0. X 12345 286. 0. X 12350 287. 0. X 12355 288. 0. X 20000 289. 0. X 20005 290. 0. X 20010 291. . . . 0. . . . . . . . . . . . . . . . . . . . . ......... x 20015 292. 0. x 20020 293. 0. x 20025 294. 0. 20030 295. 0. 20035 296. 0. 20040 297. 0. - - 20045 298. 0 20050 299. 0 20055 300 .. - (If. (I.. ... ,,. *** Llt .tf flf *** f.. ftt *** *.* .** .** *.* I.. fff f** f.. f.. ..I ... ..* (I.. f.* .** flf .,* ... If, It. L, - - 277 KK * COMBINE * 278 KO OUTPUT CONTROL VARIABLES I PW 5 PRINT CONTROL - IPLOT 2 PWT CONTROL QSW 0. HYDRCGFAPX PWT SCALE STATION MMBINE 0. 200. DluiRMN PER 10000 10 10005 20 10010 30 10015 40 10020 50 10025 60 10030 70 10035 80 10040 90 10045 100 10050 110 . . . . . 10055 120 10100 130 10105 140 10110 150 10115 160 10120 170 10125 180 10130 190 10135 200 10140 210 . . . . . 10145 220 10150 230 10155 240 10200 250 10205 260 10210 270 10215 280 10220 290 10225 300 10230 310 . . . . . 10235 320 10240 330 10245 340 10250 350 10255 360 10300 370 10305 380 10310 390 10315 400 10320 410 . . . . . 10325 420 10330 430 10335 440 10340 450 10345 460 10350 470 10355 480 10400 490 10405 50.0 10410 51.0. . . . . 10415 52.0 10420 53.0 10425 54.0 ... .. .. .. IO) OUTFLOW 400. 600. 800. 1000. 1200. 1400. . .. ....................... 1600. 1800. 2000. 0. 0 ........... .............._. ....................... ....................... ....................... 10430 55.0 .. .. ... .........._...... 10555 72. 10600 13. 10605 14. 10610 15. 10615 76. 10620 11. 10625 78. 10630 19. 10635 80. 10640 81. 10645 82. 10650 83. 10655 84. 10700 85. 10705 86. 10110 81. 10715 88. 10720 89. 10125 90. 10130 91. 10735 92. 10140 93. 10745 94. 10750 95. 10155 96. 10800 97. 10805 98. 10810 99. 10815 100. 10820 101. 10825 102. 10830 103. 10835 104. 10840 105. 10845 106. 10850 101. 10855 108. 10900 109. 10905 110. 10910 111. 10915 112. 10920 113. 10925 114. 10930 115. 0 0 0 0 0 0 0 0 0 .o. 0 0 0 0 10435 56.0 10440 51.0 10445 58. 0 10450 59. 0 10455 60. 0 10500 61. 0 . . 10505 62. 0 10510 63. 0 10515 64. 0 10520 65. 0 10525 66. 0 10530 61. 0 10535 68. 0 10540 69. 0 10545 70. 0 10550 71. .O. . ... .... 0. 0. 0. 0. 0. 0.. . 0. 0. 0 .o .o .o .o 0 .. 0. . .o. 0. 0 .o .... ...... ...... ...... ...... ...... .... .... .... 0 0. 0 .o -0 .o 0.. . . . . .O .o 0 0. .. .. .... .... .. ... .... .... .... .... ..... ..... ..... .......... 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. 11415 172. 11420 173. 11425 174. 11430 175. .......... ............. ............. ............. ............. ........... 0. 0 .o .o .o. ........... 0 ........ .o .o. 0 ................. ................... 0 .o .o 0 0. 0. ......... .o. ..... .o .o .o 0 0. 0. 0. 0. -0. .o 0. ... .... 0 .............. 0 .o .o .o .o 0 0. 0. 0 .o ................. 0. 0. 0. 0. ....................... 0. .o .. 0 .o -0. .o .......... 0 ............ .o .o. .o .o D 0. . ,o . 0 0 .. 0 ..................... 0 ....................... ....................... ....................... 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. . 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. . 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. . 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. . 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. . 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11855 228. 11850 227. 11900 229. 11905 230. 11910 231. . 11915 232. 11920 233. 11925 234. 11930 235. .o .o .o .o .o ............... .o. .o .o .o 0 0. 0. 0. 0. 0. ............. o... 0 0 0. 0. 0. 0. 0. 0. 0. ............ o.... 0. 0. 0. 0. 0. 0. 0. 0 0 ............ o.... 0. 0. 0. 0. 0. 0. 0. 0. 0. .......... .o. ..... .o. .o. .o. .o .o .o .o .o -0 ......... 0 ....... .o .o .o .o ....... ....... ....... ....... ...... .......................... .......................... .............................. .............................. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. . . . . . . . 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. . . . . . . . 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 251. 12125 258. 12130 259. 12135 260. 12140 261. . . . . . . . 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. . . . . . . . 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 218. 12310 279. 12315 280. 12320 281. . . . . . . . 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. . . . . . . . 20015 292. 20020 293. 20025 294. 20030 295. .o .O .o 0 0 . .o. 0 0 0 0 0 0. 0. 0. 0 . .o. 0 0 0 0 0. 0. 0. 0. 0. . .o. . 0. 0. 0. 0 0. 0. 0. 0. 0. .o.. 0. 0. 0. 0. 0. 0. 0. 0. 0. .o. . . 0. 0. 0. 0. 0. 0. 0. 0. 0. .o.. 0. 0. 0. 0. ........... .......... ............................................. .I ......................................... ...... ...... ...... ..... ............................................ 20035 296. 20040 297. 20045 298. 20050 29’3. 20055 300. - 0. .o. .o .a . OPERATION mnoGmPn AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT ROUTED To HYDROGRAPH AT 2 COMBINED AT ROUTED TO HYDROCFJLPH AT 2 COMBINED AT HYDROGRAPH AT ROUTED TO 2 COMBINED AT ROUTED TO HYDROGRAPH AT ROUTED TO ROUTED To HYDROGRAPH AT 3 COMBINED AT ROUTED TO HYDROGRAPH AT ROUTED To HyDnoGmPH AT 2 COMBINED AT ROUTED TO HYDROGRAPH AT STATION BSNBCl RTBC2 BSNBC2 BC1&BC2 RTBC3 BSNBC3 BC2hBC3 RTBC4 BSNBC4 BC3&BC4 AH1 DETSYC BC&AH1 RTAH2 AH3 DETSHALIO RTAH2 AH2 AH1-3hBC AH2 -AH7 AH4 AH4-AH5 AH5 COMBINE AH5-AH6 AH6 PEAK FLOW 2744. 2743. 357. 3043. 3028. 749. 3683. 3649. 184. 3798. 1802. 1786. 5526. 5235. 516. 460. 457. 787. 6311. 6198. 420. 416. 450. 865. 768. 549. RUNOFF SUMMRRY FLOW IN -IC FEET PER SECOND TIME IN HOURS. AREA IN SQURRE MILES TINE OF AVERAGE FLOW FOR MAXIMUM PERIOD PEAK 6-HOUR 24-HOUR 72-HOUR 10.58 1453. 598. 576. 10.58 1453. 597. 575. 10.00 168. 69. 66. 10.50 1619. 666. 642. 10.58 1619. 664. 640. 10.00 353. 145. 140. 10.50 1969. 809. 779. 10.58 1968. 805. 776. 10.00 85. 35. 33. 10.50 2052. 840. 809. 10.17 881. 363. 349. 10.25 881. 362. 349. 10.50 2931. 1202. 1158. 10.75 2892. 1185. 1141. 10.00 243. 100. 96. 10.17 243. 100. 96. 10.50 243. 100. 96. 10.00 367. 150. 144. 10.58 3489. 1434. 1381. 10.67 3482. 1426. 1374. lo. 00 196. 80. 77. 10.00 196. 80. 77. 10.00 212. 87. 84. 10.00 408. 167. 161. 10.33 405. 166. 160. 10.00 261. 108. 104. BASIN AREA 4.34 4.34 .55 4.89 4.89 1.18 6.07 6.07 .31 6.38 2.83 2.83 9.21 9.21 .83 .83 .83 1.41 11.45 11.45 .70 .70 .74 1.44 1.44 .91 MAXIMUM STAGE 404.02 385.09 361.74 372.32 343.99 351.95 321.26 288.08 360.27 262.08 TIME OF MAX STAGE 10.58 10.58 10.58 10.25 10.75 10.17 10. 50 10.67 10. 00 10.33 2 COMBINED AT COMBINE ROUTED M AH6-7 HYDROGRAPH AT AH8 ROUTED TO AH8-7 HYDROGRAPH AT An7 4 CUMBINED AT COMBINE ROUTED TO An7-AH9 WRCGRAPH AT An9 2 COMBINED AT COMBINE ROUTED TO An9-10 WRCGRAPH AT AH10 2 COMBINED AT COMBINE ROUTED TO -10-RCA HYDROGRAPH AT RCA 2 COMBINED AT COMBINE HYDROGRAPH AT c1 ROUTED TO DETNMELR ROUTED M CLC2 HYDROGRAPH AT c2 2 COMBINED AT COMBINE ROUTED TO DETCALA ROUTED TO C2-C3 HYDROGRAPH AT c3 2 COMBINED AT COMBINE HYDRCGRAPH AT c4 a COMBINED AT COMBINE ROUTED TO C3h-RCC HYDROGRAPH AT RCC 2 COMBINED AT COMBINE 2 COMBINED AT COMBINE 1290. 1266. 177. 174. 512. 7995. 7663. 500. 7987. 7874. 338. 8025. 8025. 54. 8049. 531. 528. 373 1545. 1890. 1401. 1373. 448. 1560. 667. 1896. 1876. 73. 1906. 9948. 10.08 10.25 10.00 10.00 lo. 08 10.58 10.83 10.08 10.75 10.92 10.00 10.92 11.00 10.00 11.00 10.00 10.00 10.67 10.25 10.25 11.00 11.17 10.00 11.08 10.08 10.67 11.08 10.00 11.08 11.00 664. 664. 83. 83. 240. 4455. 4443. 235. 4671. 4669. 156. 4815. 4815. 24. 4838. 249. 249. 236. 761. 992. 748. 745. 209. 876. 315. 1153. 1153. 33. 1183. 6018. 274. 273. 34. 34. 98. 1831. 1821. 96. 1916. 1997. 64. 2060. 2058. 10. 2068. 102. 102. 99. 311. 411. 293. 291 85. 377. 129. 505. 503. 14. 517. 2585. 264. 263. 33. 33. 94. 1764. 1754. 92. 1846. 1941. 61. 2002. 1997. 10. 2007. 98. 98. 95. 300. 395. 282. 281. 82. 363. 124. 487. 485. 13. 498. 2505. 2.35 2.35 .31 .31 1.12 15.23 15.23 1.00 16.23 16.23 .66 ,16.89 16.89 .11 17.00 .87 .87 .87 2.72 3.59 3.59 3.59 .82 4.41 1.24 5.65 5.65 .15 5.80 22.80 161.74 160.24 103.49 49.72 335.95 241.02 218.82 100.25 46.63 10.25 10.00 10.83 11.00 10.00 10.67 11.00 11.17 11.08 ROUTED TO ROUTE 9870. 11.08 6008. 2570. 2480. 22.80 31.05 11.08 HYDROGRAPH AT DSAH 490. 10.00 227. 93. 89. 1.05 2 COMBINED AT 10093. 11.08 6220. 2662 2569. 23.85 - - *** NORMAL END OF HEC-1 *** - - ff..f....ftttf...f....t...*.*.*~,..**~*** -. . FWD HYDROGRAPH PACKAGE IHEC-1) * . SEPTEMBER 1990 . VERSION 4.0 f modified version - no EC data ,no DSS * ./ RUN DATE 05/27/1998 TIME 13:57:05 * - . - f..ff......~fff.tf+.t.ttt.......*.*...~....** .. *fff**..fff.fff.f.f..*.~.**.,....t..., * U.S. m mws OF ENGINEXRS , HYDROLCGIC ENGINEERINO CSNTER 609 SEmND SWEI DAVIS, CALIFORNIA 95616 . rcc bpr. hd f 19161 756-1104 Basins x xxxxMoo(MMxx X x xx xx xx x xx X X xxXxxxxMw( x xxxxxx x xx X X x xx xx X x XxxxXuM~ XXX THIS PRMjRAM REPLACES ALL PREVIOUS VBRSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73). HEClGS, HEClDB. AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUC7JP.E. THE DEFINITION OF -AMSKI- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: - DAMBREAK OUTFLOW SUBMERGENCE , - LOSS RATE:GREBN AND AMPT INFILTRATION , - KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM LINE HEC-1 INPUT ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 PAGE 1 9 10 - 11 12 13 14 15 - 16 17 - ttt FREE ff. 18 19 - 20 - 21 22 23 24 25 26 27 - - 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 'DIAGRAM ID 10O-yBRR. 24-HR SToIlM EVBNT "****FILE "23: RCCBPR.HCl"*****'** ID CMWGE IACATION OF BASIN &TB PER CITY OF CRRLSBAD ID REVISION OF R"BP.HC1 ID WITH PROPOSED DETENTION BASINS SQ,SV,SE mS ID REVISED RCRWPP.HC1 ID RANCHO WSBAG MOBILE HOME PARK ID EXISTING HYDROILGY. PROWSED DETENTION SCENMIO ID 49 AND 48 AC-FT FLOW-BY DETENTION BASINS ID AND AT THE WWNSTREAM ENDS OF BASIN C3 AND C4 ID 41 AND 49 AC-FT FWW THRU BASINS AT MELROSE (AHSIAND FARADAY (AH61 ID BUENA CREEK BASIN BC1 FROM SIW DIEGO COUNTY AND ID BUENA CREEK BASINS BC2. BC3, AND BC4 FROM BUENA ID CREEK LOUR FILE "BIJENAlOO.HC1" IJN 12838) ID DETENTION AT NORTH MELROSE, SYCAMORE, SHADOWRIDOE AND IXCd CRLRVEFA ID SMALL AMOUNT STORAGE IN WLF COURSE UPSTFSAM OF MHP ID JN 13182 MAY 26,1998 ID IT 5 0 0 300 IO 5 KK BSNBCl KM BASN1 FROM CoUhlTy OF SAN DIEW CALCS IN 30 PB 6 PI 0 ,009 ,007 ,009 ,009 ,011 .009 ,011 ,012 ,013 PI .014 ,016 ,017 .02 .a23 .03 .045 ,067 ,088 ,096 PI .082 ,041 .027 ,023 ,021 .02 .019 ,017 ,016 ,018 PI .01 .016 ,015 ,014 ,015 .012 ,013 .01 .01 ,009 PI .01 .011 .01 .009 ,009 ,009 ,009 .Ol ,009 BA 4.34 LS 0. 93 m ,739 KK RTBC2 KM ROUTE FROM BASIN BC1 THROUGH BASIN BC2 Rs 1 STOR -1 RC ,014 .014 ,014 1220 ,0098 Rx 20 50 70 70 100 100 120 130 RY 410 410 410 400 400 410 410 410 KK KM PB PI PI PI PI PI BA LS m BSNBC2 NORTH OF SH 78 5.7 0 ,009 .007 .009 ,009 ,011 .009 .Oll ,012 ,013 ,014 .016 .017 .02 ,023 .03 .045 .067 ,088 ,096 ,082 ,041 .027 ,023 .021 .02 .019 ,017 ,016 ,018 .Ol ,016 .015 ,014 .015 ,012 .013 . 01 .Ol ,009 .01 ,011 .01 ,009 .009 ,009 .009 .01 ,009 0.55 0 91 .lo2 HEC-1 INPUT PAGE 2 LINE 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 ID... .... 1.......2.......3.......4.......5.......6 KK BClCBC2 KM COMBINE WINS BC1 AND BC2 HC 2 KK RTBC3 KM ROUTE FROM BASIN BC2 THROUGH BASIN BC3 Rs 1 STOR -1 RC ,040 .060 .040 2000 ,0125 RX 767.5 767.9 789.5 830.3 864 889.7 RY 390.6 391 391.1 378.25 378 387.5 KK BSNBC3 KM SOUTH OF SH 78 PB 5.6 BA 1.18 LS 0. 91 UD ,133 KK BC26gC3 KM mMBINE BASINS BC2 AND BC3 HC 2 KK RTBC4 XN ROUTE FROM BASIN BC3 THROUOH BASIN BC4 RS 1 STOR -1 RC ,060 ,060 .060 3580 ,0072 RX 473 500.1 505.8 546.1 582.3 654.9 RY 370.79 370.63 372.1 352.86 353.22 374.7 KK BSNBC4 KM NWR CONFLUENCE WITH AWA HEDIONDA PB 5.5 BA 0.31 Ls 0. 88 UD ,068 KK BC3bBC4 KM mMBINE BASINS BC3 AND BC4 HC 2 KK AH1 PB 5.7 BA 2.83 LS 0. 92 UD .335 KK DETSYC KM DETAIN AT SYWRE AYE KO 0 2 Rs 1 smR -1 sv 0 0.34 1.57 7.08 26.44 SQ 0 622 1521.3 2091.0 2578.3 SE 360 365 370 375 380 ..... 7.......8.......9......10 898.6 905.6 388.2 388.00 664.5 688.1 175.75 384.24 HEC-1 INPUT PAGE 3 LINE 94 95 96 91 98 99 100 101 102 103 104 105 106 101 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 121 128 129 130 131 132 133 134 ID ....... 1.. ..... 2.......3.......4.......5.......6.......7.......8.......9......10 KK RTlw KM ROUTE BASIN AH1 AND BUENA CREEK BASINS THROUGH BASIN AH2 RS 1 STOR -1 RC ,060 .080 .OS0 8180 ,001 Rx 0 100 200 300 600 800 900 1100 RY 400 380 360 340 340 360 380 400 KK AH3 PB 5.4 BA 0.83 LS 0. 92 UD ,093 KKDETSHRWW KM DETAIN AT SHRWWRIEE KO 0 2 RS 1 STOR -1 sv 0 1.14 6.25 15.18 21.83 SQ 0 190.8 405.0 541.1 618.3 SE 339.5 345 350 355 358 KK RTAH2 KM ROUTE FROM BASIN AH3 THROUOH BASIN AH2 RS 1 STUR -1 RC ,060 ,080 ,060 3000 ,013 Rx 0 80 250 450 500 600 700 750 RY 400 380 340 320 320 340 380 400 KK AH2 PB 5.4 BA 1.41 LS 0. 87 UD ,157 KKlLHl- 3 LBC KM COMBINE BUQTA CREEK BASINS AND AH1 IWD AH3 WITH AX2 HC 3 KK m-AH1 KM ROUTE AH2 THROUGH AH? Rs 1 STOR -1 RC .06 .08 .OS 1660 .023 Rx 0 150 300 350 400 470 520 680 RY 400 340 300 280 280 300 340 400 NEC-1 INPUI ID. ...... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 PAGE 4 LINE 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 KK AH4 PB 5.4 BA .70 LS 0. 90 UD ,101 KK AH4-AHs KM ROUTE AH4 THROUGH AH5 RS 1 STOR -1 RC .04 .03 .04 4900 ,016 Rx 0 50 100 220 300 450 600 700 RY 440 420 380 360 360 380 400 440 KK AH5 PB 5.3 BA .74 LS 0 92 UD ,117 KKDETMELROSE Kn DETAIN AT MELROSE KO 0 2 RS 1 STOR -1 sv 0 .Ol .1 .32 .82 2.07 4.52 8.52 14.45 22.62 SV 33.18 46.41 50.13 SQ 0 19.5 55.3 80.7 99.6 115.6 129.5 142.1 153.6 164.4 SQ 174.5 184.1 186.3 SE 308 310 312 314 316 318 320 322 324 326 SE 328 330 330.5 KK mmim HC 2 KK AH-AH6 RS 1 STOR -1 RC .06 .os .06 5000 ,002 Rx 0 120 150 300 420 550 650 750 RY 320 300 280 260 260 280 300 320 KK AH6 PB 5.2 BA .91 Ls 0 93 UD ,146 KK mmIm HC 2 KKDETN€ARABAY k?4 DETAIN AT PROWSED FWAY CROSSING 6X7RCB KO 0 2 RS 1 STOR -1 sv 0 .34 1.25 3.12 6.11 10.12 15.86 24.0 34.56 47.41 SV 62.22 HEC-1 INPUT PAGE 5 LINE 181 182 183 184 185 186 181 188 189 190 191 192 193 194 195 196 191 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 ID SO SO SE SE KK KM RS RC Rx RY KK PB BA LS UD KK KM RS RC Rx RY KK PB BA L€ UD ... KK mmIm .1.......2.......3 0 69.4 162.5 824.7 221.5 224 226 242 AH6-7 ROUTE AH6 THROUGH AH7 1 STOR -1 .06 .08 .06 0 50 110 220 200 180 AH8 5.0 .31 0 92 ,041 AH8-1 ROUTE AH8 THROUGH AH7 1 STOR -1 .06 .OB .06 0 50 110 220 200 180 AH7 5.2 1.12 0 82 ,235 . . . .4 216.2 228 2800 230 160 3260 230 160 .... 5.......6.......7 391.6 471.5 560.0 230 232 234 .02 350 500 600 160 180 200 .02 350 500 600 160 180 200 Kx AH7-AH9 KM ROUTH AH7 THROUGH AH9 Rs 1 STOR -1 RC .06 . 01 .06 5260 ,001 Rx 0 80 200 250 650 950 1200 RY 200 180 140 100 100 140 180 KK AH9 PB 5.0 BA 1.0 LS 0 87 UD ,220 KK mmIm HC 2 .... 8 636.7 236 650 220 650 220 1300 200 .... 9 705.0 238 . . .10 767.5 240 LINE 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 HBC-1 INPUT ID ....... 1.......2.......3.......4.......5.......6 KK AH9-10 m ROUTE AH9 THROUGH AHlO (MODIFIED PULS) RS 1 STOR -1 sv 4.5 7.5 12.8 35 SQ 500 1000 2000 4000 KK AH10 PB 4.8 BA .66 LS 0 89 UD .066 KK COMBINE HC 2 KKRHlO-RCA m RS RC Rx RY KK PB BA LS UD KK m HC KK PB BA Ls UD ROUTE AHlO THROUGH RCA 1 STOR -1 .03 .03 -03 2780 0 10 26 35 50 48 46 12 RCA 5.0 .ll 0 85 ,042 AGUAHEDIOXWA TOTAL DIS-GE COMBINE AHlO ANC RCA 2 c1 5.5 .87 0 90 ,139 KKDETNMELROSE KM DETAIN NEAR N. MELROSE KO 0 2 RS 1 SMR -1 sv 0 0.32 1.13 3.37 SQ 0 454.2 688.8 770.4 SE 326.95 335.0 338.0 340.0 KK c1-c2 KM ROUTE C1 THROUGH C2 RS 1 STOR -1 RC .06 .08 .06 18380 Rx 0 80 300 600 RY 300 280 260 240 60 88.1 6000 8000 .007 52 95 42 44 21.53 962.9 345.0 ,014 650 1000 240 260 PAGE 6 7.......8.......9......10 101.9 9000 100 120 46 48 1350 1700 280 300 HEC-1 INPUT PAGE 7 LINE 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 KK c2 PB 5.3 BA 2.72 LS 0 91 UD .393 KK COMBINE HC 2 KK DETCALA KJ4 DETAIN AT CALAVERA LAKB KO 3 2 Rs 1 ELEV 209.0 SA 21 24 27 30 33 35 38 39.5 41 43 SE 208 210 212 214 216 217 218 219 220 221 SS 216.5 150 2.61 1.5 KK C2-C3 KJ4 ROUTE C2 TxnoucH C3 RS 1 STOR -1 nc .a5 .06 .05 5620 .021 Rx 0 200 250 300 800 900 1100 1400 ny 200 160 120 100 100 120 140 160 KK c3 PB 5.1 EA .82 LS 0 89 UD ,141 KK COMBINE HC 2 KK DETNBJB €34 DETAIN AT DOWNSTREAM END OF BASIN C3 AKA BASIN BJE FLOW-THRU BASIN KO 0 2 ns 1 STOR -1 sv .Ol .30 .78 1.87 4.24 8.87 12.39 39.16 53.21 SQ 3.4 96.1 247.2 433.3 647 762.9 842.3 1135.3 1214.4 SE 62 64 66 68 70 72 73 74 75 KK c4 PB 5.2 BA 1.24 ts 0 88 UD .236 KK DmC4 KJ4 DETAIN AT WWNSTREAM ENC OF BASIN C4 m 0 2 RS 1 STOR -1 sv 0 -12 .36 .87 3.98 11.08 21.19 33.09 46.96 63.05 6Q 0 46.5 85.4 130.5 194.5 242.6 282.7 317.4 349 377.8 SE 62 64 65 66 68 70 72 74 76 78 HEC-l INPUT ID ....... 1.......2.......3.......4.......5.......6.......7.......8.......9......10 PAGE 8 LINE 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 331 338 339 340 341 342 343 344 345 346 KK COMBINE HC 2 KX C3L-RCC KM ROUTE C3 AND C4 THROUGH RCC RS 1 STOR -1 RC .03 .03 .03 4400 ,016 Rx 0 190 280 300 310 325 390 820 RY 48 48.4 48 42 42 46 46 48 KK RCC PB 4.8 m .15 Ls 0 87 UD .lo9 KK CCIOTAL KM CAL?+VERR CREEK TOTAL DISCHRROE HC 2 KK AH+cc KM AGUA HEDIONDA AND CALAVERA CREEK TOTAL DISCHAROE HC 2 KK ROUTE KM ROUTE MLCC THROUGH BASIN DSAH (OFFSITE) RS 1 STOR -1 RC .05 .10 .05 2360 ,005 Rx 0 110 300 650 900 910 930 1000 RY 40 . 30 27 26 26 30 40 41 KK DSAH KM ELSIN K)WNSl’REAM OF WWMO CARLSBAD MOBILE HOME PARK EB 4.7 B?+ 1.05 LS 0 87 UD .160 KK HC zz 2 INPUT LINE No. 20 32 38 49 52 58 64 67 73 79 82 87 94 97 103 108 115 121 SMEMRTIC DIACRAM OF STREAM NETWORK (V) ROUTING (... >) DIVERSION OR PUMP FWW (.) CONNECTOR (<---I RETURN OF DIVERTED OR PUMPED FWW BSNBCl V V RTBC2 BClhBC2 V V RTBC3 BCZhBC3 V V RTBC4 BC3&BC4 BChAH1 V V RTAH2 .... .... BSNBC2 ........ BSNBC3 ........ BSNBC4 .... An1 V V DETSYC An3 V V DETSW V V RTAH2 An2 126 129 135 140 146 151 161 163 168 173 175 185 191 196 202 207 210 216 221 223 AH1-3hBC.. .. V V AH2-AH7 COMBINE V V AH7-AH9 COMBINE V V AU9-10 .... .... AH4 V V M4-MS AH5 V V DEWLRO corn Itm ............ V V AH5-AH6 mmIm ............ " V DETNFAEA V V AH6-7 AH8 V V AH-7 AH7 AH9 ........ 228 RH10 233 COMBINE. ........... V V 235 AHl0-RCA 241 RCA 246 AGUA 249 Cl V V 251 . DETNMELR V V 261 Cl-c2 267 272 274 281 287 292 294 301 306 313 315 321 c2 COMB1 NE ............ V V DETm V V C2-E c3 c4 V V DETNC4 COMBINE. V V C3h-RCC RCC 326 329 M+CC V V 332 ROUTE 338 344 ..... ..... CCTOTRL ....... DSM ....... ("*) RUNOFF ALSO COMPUTED AT THIS WCRTION .. t..ftfff**....f.f*......*~*.*.~~*.**..tt.* -t f * FWD HYDRCGRAPH PACKAGE IHEC-1) * SEPTEMBER 1990 VERSION 4.0 - * modified version - no EC data ,no DSS f f RUN DATE 05/27/1998 TIME 13:57:05 f f f**"*....***.*f..fffftltttt*ttt***t*tt*********** - - 19 IO c IT - .. ff..f~..f.....f..f~~...*~.~~~~~~~**~ * u. s . ARMY CORPS OF ENGINBBRS * HYDROLCGIC ENGINBERING CBNTER 609 SECOND STRBBT DAVIS, CALIFORNIA 95616 1916) 756-1104 f**tfff.f..fff*fff**ftt...ttt...tt.tt. 100-YEAR, 24-HR STORM EVENT '**"'FILE NAME: RC(gPR.HCl********t+ CHlUIGE LOCATION OF BASIN BJB PER CITY OF WSBAD REVISION OF RCCBP.HC1 WITH PROPOSED DETENTION BASINS SQ.SV,SE CARDS REVISED RCRCMHPP.HC1 RANCHO CARLSBAD MOBILE HOME PARK EXISTING HYDROICGY, PROWSED DETENTION SCENARIO 49 AND 48 AC-FT FWW-BY DETENTION BASINS AND AT THE IxlwNSTREAM ENDS OF BASIN C3 AND C4 41 AND 49 AC-FT FWW THRU BASINS AT MELROSE lAH5)AND FMAY (AH6) BUENA CRBEK BASIN Bci FROM SAN DIEGO corny AND BUENA CREEK BASINS BC2, BC3, AND BC4 FROM BUENA CREEK WMR FILE "BUEPTAlOO.HC1' IJN 128381 DETENTION AT NORTH MELROSE, SYCAMORE, SUAEOWRIIXjE AND LPXE CALAVBRA SMALL AMOUNT STORAGE IN WLF COURSE UPSTREplM OF MHP JN 13182 MAY 26.1998 OUTPUT CONTROL VMIABLES I PRNT 5 PRINT CONTROL IPWT 0 PLOT CONTROL QSm 0. HYDRCGRAPH PWT SCALE HYDRCGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 1 0 STARTING DATE ITIMB 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 2 0 ENDING DATE NDTIME 0055 ENDING TIME ICENT 19 CENTLRYMIw( COMPUTATION INTERVAL .OB HOURS TOTAL TIME BASE 24.92 HOURS RNGLISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT "tf .** ff. .f* tf* *e. f** .*. .tf ftf ..* ttt ..(I ..* tf. tf. tff .f* ... *** .** (I*. fff (It. (Io. .*. ,** t.. *"* t,. .** ... *, - ..**.*..**..*. ./ . - 87 KK * DETSYC * ..**.*.*.**..* - 89 KO OUTPUT mmoL VARIABLES I PRNT 5 PRINl mm0L - IPIOT z prnmmo~ QSCAL 0. HYDROGWPH PIOT SCALE STATION DETSYC 11) INFIOW, (0) OUTFWW 0. 400. BOO. 1200. 1600. 2000. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. PER 10000 lI .......................... 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 39.1 10315 40.1 10320 41.1 10325 42.1 10330 43.1 10335 44.1 10340 45.1 10345 46.1 10350 47.1 10355 48.1 10400 49.1 .. 10405 50. I 10410 51. I 10415 52. I 10420 53. I ........... .......... ........... ........... .. 0. 0. 0. 0. 2. . S S s s s S s s s ............... s s s s S S s S S S ............... s S S S S S s s s S ............... s S S S s s s s S S ............... s S s S S S S S S s ... .s S S IS) BTORAGE .... ...... ...... ...... ...... 4. 6. 0. 0. 0 ...................................... ... .. .. ........ ........... ........... ............. .. .. .. ..... ..... ..... ..... ..... 10425 54. I 10430 55. I 10435 56. I 10440 57. I 10445 58. I 10450 59. : 10455 60. : 10500 61. .: 10505 62. : 10510 63. : 10515 64. 10520 65. 10525 66. 10530 67. : 10535 68. 10540 69. 10545 70. 10550 71. . 10555 72. 10600 73. 10605 74. 10610 75. 10615 76. 10620 77. 10625 78. 10630 79. 10635 80. 10640 81. . 10645 82. io6m 83. 10655 84. 10700 85. 10705 86. 10710 87. 10715 88. 10720 89. 10725 90. 10730 91. 10735 92. 10740 93. 10745 94. 10750 95. 10755 96. 10800 97. 10805 98. 10810 99. 10815 100. 10820 101. 10825 102. 10830 103. 10835 104. 10840 105. 10845 106. 10850 107. 10855 108. 10900 109. 10905 110. 10910 111. 10915 112. 10920 113. I I I. . I I 1 I I I I I I I. I I I I I I I I I .I I I I I I I I ... ... ... I. I. I.... 1. 1. I. I I .I .I .I .I ... I. . 01 01 . 01 . I. 01 .I ... ... ... ... ... .I I. 01 . ............ .I. . .I .I .. .. .. .. ,.. .... .... .... .... .... .... .... .... .... .... .... S S S S S s S s.. . S S S S s S S s S s.. . S s S .s .s .s .s .s .s .s. .. .s .s .S .s .s .s .s .s .s .s. .. .s .s .s .s .s .s .s .s .S .s.. .s .s .s .s .s .s .s .s .s .. .s. S S .... .... .... .... .... ... .. ... ... ... ... ... .. ............... ............... 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. ... 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. ... 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. ... 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. ... 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. ... 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. ... 11415 172. 11420 173. .I. 1. 01. 01 01 .OI . 01 .................. 01. . 01 . 01 .I .I . 10 . IO .IO 10 10 ............. 1.0 ..... I IO . .I. . IO .IO 10 I. I. I. .... I ................ .I .I .I . 10 .I .I .I .I .I ..I. ................. .I .I .I I I I I I I .I .................. I I I I 1. I. I. I. I. .I ................... I. I. s. s. s. s. .s .s .s. ............... s ..................... s. s .s s s. s. s. .s .s .......... s .......................... s. .s. .s .s .s .s .s .s .s ....... s ............................ .s .s .s .s .s .s .s .s .s ...... .s. ......... ~..~..~~.~~~... .... .s .s .s .s .s .s .s .s .s ....... s ............................. .s .s .s .s .s .s .s .s .s ....... s ........................... .s .s 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. 11915 232. 11920 233. .. .. .. 1. I. I. I. I. 01. I. . .I. I. I. 1. 1. I. I. I. I. I. I.. I. I. 01 . 1. I. I. I. I. I. .I. I. I. I. I. I. I. I. I. I. .I. . 1. I. 1. I. I. I. I. I. I. I.. I. I. I. I. I. I. I. I. I. I. .. I. I. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .s .s .s .s .s .s .s .s. . .s .s .s .s .s .s .s .s .s .s. . .s .s .s .s .s .s .s .s .s .s. .. .s .s .s .s .s .s .s .s .s .s. .. .s .s .s .s .s .s .s .s .s .s. .. .s .s .s .S .s .s .s .s .s .s. . , .s .... .s ...... ........ ., ......... ......... ......... ...... ......... ............. ............ 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. 20015 292. I I I I I I I .I I I I I I I I I I .I I I I I I I I I I I. I I I I I I I I I I. I I I I I I I I I I. I I I I I I I I I I. I .. .. 20020 293. I .. .. ................ ........ ........ ....... ....... .. .. .. .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s .s ............ .s .s .S .s .s .s .s .S .s .s ............ .s .s .s .s .s .s .s .s .s .s ............ .s, .s .s .S .s .s .s .s .s .s ............ .s. .s .s ..... ..... ..... .... ... ... ... ... .. .. .... .... .... .... ... ... ... ... ... ,.. ...... .......... 20025 294. I 20030 295. I 20035 296. I 20040 297. I 20045 298. I - - 20050 299. I 20055 300.-I----- .s .s .s S s s ..s.. fff f0. tt, ..* (I.. *.t ff. tt. (I.. .*. .tt ..* f.. (11). ff. *** e.. ... e.. 0.. .*t tff ..(I *** fff ... *.. *)ff fff *et .ff f.. . - 110 w) OUTPUT mmoL VARIABLES IPRXT 5 PRINT CONTROL - I PIAT z PLOTCONTR~L QSCAL 0. HYDRCGRAPH PIAT SCALB STATION DETSm (I) INFIDW, (01 OUTFIOW 300. 400. 500. 600. 0. 0. 0. 0. 0. 0 4. 8. 12. 0. 0. 0 0. 100. 200. (S) STORAGE 0. 0. 0. 0. 0. 0. 0. DAW" PER - .......-. 10000 1I....~.~...........-.---------.--------..........~......~~~~s.............~.....,.........,~....~... .-...... 10005 21 S 10010 31 S 10015 41 S 10020 51 S 10025 61 S 10030 71 S 10035 81 S 10040 91 S 10045 101 S 10050 111 ............................. .............................. 10055 121 S 10100 131 S 10105 141 S 10110 151 S 10115 161 S 10120 171 S 10125 181 S 10130 191 S 10135 201 S 10140 211 ............................. .............................. 10145 221 S 10150 231 S 10155 241 S 10200 251 S 10205 261 S 10210 271 S 10215 281 S 10220 291 S 10225 301 S 10230 311 ............................. S............... 10235 321 S 10240 331 S 10245 341 S 10250 351 S 10255 3601 S 10300 37.1 S 10305 38.1 S 10310 39.1 S 10315 40.1 S 10320 41.1 ............................. S............... 10325 42.1 S 10330 43.1 S 10335 44.1 S 10340 45.1 S 10345 46.01 S 10350 47. I S 10355 48. I S 10400 49. I S 10405 50. I S 10410 51.1 ............................ S............... 10415 52. I S 10420 53. I S . . . . . . . . . 10425 54. I s 10430 55. 01 s 10435 56. I s 10440 51. I S 10445 58. I s 10450 59. I s 10455 60. I S 10500 61 ..I ............................ .............................. 10505 62. I .s 10510 63. I .s 10515 64. I .s 10520 65. I .s 10525 66. I .S 10530 61. I .s 10535 68. I .s 10540 69. 01 . .s 10545 70. I . .s 10550 10555 72. I . .s 10600 73. I . .s 10605 74. I . .s 10610 15. 01 . .s 10615 16. I. .s .I 10620 17. I. .s 10625 78. I. .s 10630 79. I. .s 10635 80. 01 . .S 10640 81.. . .I.. ........................ .S.. ............. 10645 82. I. .s 10650 83. 01 . .s 10655 84. I. .s 10700 85. I. .s 10705 86. I. .s 10110 87. 01. .s 10115 88. I. .s 10120 89. I. .s 10725 90. I. .s 10130 91.. .. .OI.. ...................... .S.. ............. 10735 92. 01 .s 10740 93. .OI .s 10145 94. . 01 .s 10750 95. .I .s 10755 96. .I .s 10800 91. .I .s 10805 98. . 01 . .s 10810 99. 0 I. .s 10815 100. 01 .s 10820 101. ........ .O.I. ................... .s. ........................... 10825 102. 01 .s 10830 103. 01 .s 10835 104. .o I . .s 10840 105. .o I. .s. 10845 106. .o .I s. 10850 107. 0 .I s. 10855 108. 0. I s. 10900 109. 0. I S. 10905 110. .o I . S 10910111 ................. 0 .... ........................................ 10915 112. . 0 .I .s 10920 113. 0. I . .s 71 ... I ............................ .............................. ,. .......... 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. ... 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. ... 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. ... 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151. ... 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. ... 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. ... 11415 172. 11420 173. 0 I. .s. .o I . s. .o I. 8. .o I s. .o .I S. .o .I .s . 0 .I .s ................... 0 ... ................................... 0 I. .s I. .s .. s . IO . . IO . .s . IO . .s . IO . .s I. 0 . .s I. .o .s .I. .o s. ........ 1 ........ ......................................... .I 0. .s .I .o .s I 0 S. I. 0. s. 1.0 s. . I .o -8. .IO .s . I 0. .s . IO . .s IO s .I .s .I .s .I .s .I .s . IO .s .I .s .I .s .I .s .I .s ... ....................... ............................ ..I ........................ s.............. .I .s .I .s .I .s .I .s .I .s .I .s .I .s .I .s .I .s ..I ......................... s.............. .I .s .I .6 I .s I .s I .s I .s I .s I .s I. .s .I .......................... s............... I. .S I. .s ......... 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. 11915 232. .. .. .. .. I. I. I. 01 I I I ..I. IO IO . IO . I. I. I. 01 . 01 . 01. . .I. . I. I. I. I. IO. I. I. I. I. .I.. I. I. I. I. I. I. I. I. I. .I.. I. IO . I. I. I. I. I. I. I. .I. . I. I. I. IO . I. I. I. I. I. I. .. I. ... ................ .s .s .s .s .s .S .s ..... s .S .s .s .s .s .S .s .s .s .... .s. .s .s .s .s .s .s .s .s .s .... .s. .s .s .s .s .s .s .s .s .s .... .s. .s .s .s .s .s .s .s .s .s .... .s. .s .s .s .s .s .s .s .s .s .... .s. .s ................ 11920 233. I. .s .... .... .... .... .... .... .... ...... .... .... .. .. .. .. ....... 11925 234. I. .s 11930 235. I. .s 11935 236. IO . .s 11940 237. I . .s 11945 238. I . .s 11950 239. I . .s 11955 240. I . .s 12000 241. . .I. .......................... .S. ...... 12005 242. I . .s 12010 243. I . .s 12015 244. 01 . .s 12020 245. I. .s 12025 246. I. .s 12030 247. I. .s 12035 248. I. .s 12040 249. I. .s 12045 250. I. .s 12055 252. I. .s 12100 253. I- .s 12105 254. I. .s 12110 255. I. .s 12115 256. I. .s 12120 257. I. .s 12125 258. I. .s 12130 259. I. .s 12135 260. IO . .s 12145 262. I . .s 12150 263. I . .s 12155 264. I . .s 12200 265. I . .s 12205 266. I . .s 12210 267. I . .s 12215 268. I . .s 12220 269. I . .s 12225 270. I . .s 12235 272. 1 . .s 12240 273. I . .s 12245 274. I . .S inso 275. I . .s 12255 276. I . .s 12300 277. I . .s 12305 278. I . .s 12310 279. I . .s 12315 280. I . .s 12325 282. I . .s 12330 283. I . .s 12335 284. I . .s 12340 285. 01 . .s 12345 286. I. .s 12350 287. I. .s 12355 288. I. .s 20000 289. I. .s 20005 290. IO . .s 20010 291. . .l. .......................... .S. .............. 20015 292. I . .s 20020 293. I . .s ............................ 12050251 ... I ........................... S. 12140261 ... I ............................ .............................. 12230271 ... I ............................ .............................. 12320281 ... I ............................ ........................... ... .......... 20025 294. I . - 20030 295. I . 20035 296. IO . zoo40 297.1 o 20045 29810 20050 29910 20055 3001---------. - .s .s .s s S s .. s... .... . . . . -. . .... t., I.. *.* ... ttf f.. (It* ftt f.. *.. ... ft. *tt f.. f.. (I.. t.. ..* fff *.. ff. fff ... I.. ff. **. f.. ... ftt ff. fff t.. .* - ***.**.**.**** f * - 151 KK * DERlELRO f SE ..*****.***.*. - 153 KO OUTPUT mmoL VRRIAQLES IPRNT 5 PRINl COrnOL - IPMT 2 PLOTCONTROL QSCAL 0. HYDRCGRAPH PLOT SCALE STATION DEI1(BLRO (I) INFI*)W, (0) OUTFLOW 0. 50. 100. 150. 200. 250. 300. 350. 400. 450. 0. 0. 0 (SI STORAGE 0. 0. 0. 0. 0. 0. 0. 20. 40. 60. 0. 0. 0 DA" PER 10000 11 10005 21 s 10010 31 s 10015 41 s 10020 51 s 10025 61 s 10030 71 8 10035 81 s 10040 91 s 10045 101 s 10055 121 s 10100 131 s 10105 141 s 10110 151 s 10115 161 s 10120 171 S 10125 181 s 10130 191 s 10135 201 s 10145 221 s 10150 231 s 10155 241 s 10200 251 s 10205 261 s 10210 271 s 10215 281 s 10220 291 s 10225 301 s 10235 321 s 10240 331 s 10245 341 s 10250 35.1 s 10255 36.1 s 10300 37.1 s 10305 38.1 s 10310 39.1 s 10315 40.1 s 10050 111 ............................. .............................. 10140 211 ............................. .............................. 10230 311 ............................. .............................. 10320 41.1 ............................. S. ......................... . . . 10325 42. I s 10330 43. I s 10335 44. I s 10340 45. I s 10345 46. 01 s 10350 47. I s 10355 48. I s 10400 49. I s 10405 50. I s 10415 52. I s 10420 53. I s 10410 51 .. .......................................................... 10425 54. 10430 55. 10435 56. 10440 57. 10445 58. 10450 59. 10455 60. 10500 61. . 10505 62. 10510 63. 10515 64. 10520 65. 10525 66. 10530 67. 10535 68. 10540 69. 10545 10. 10550 71. . 10555 12. 10600 73. 10605 14. 10610 15. 10615 76. 10620 77. 10625 78. 10630 79. 10635 80. 10640 81. . 10645 82. 10650 83. 10655 84. 10100 85. 10705 86. 10110 87. 10115 88. 10120 89. 10725 90. 10130 91. . 10735 92. 10740 93. 10745 94. 10150 95. 10755 96. 10800 97. 10805 98. 10810 99. 10815 100. 10820 101. . 10825 102. 10830 103. 10835 104. 10840 105. 10845 106. 10850.107. 10855 108. 10900 109. 10905 110. 10910 111. . 10915 112. 10920 113. I I 01 . I. I. I. I. .I ............ I. I. 1. I. 1. I. I. I. I. .. .I.. ......... 1. I. I. 01 I I I I .I ... .OI ......... . 01 . 01 .I .I . 01 . 01 . . 01 . . 01 . I. ...... I ....... 01. 01 0 .I 0. I 01 01 0 I. .o I .o ......... .o. ... .o .o 0. .o. 0. 0. 0. 0. 0. ............ .o. 0 0 ...... ...... I .I. ......... I. I. .I I. .I s S S S s S S .. s ............... s S s S s S s s S .. s ............... .......... S s s S S S S s S .. s ............... .......... s S S S S s S S S .. s .......... .................. s s S s S S .s .s .s ... s ............................. .s .s .s .s .s I .s 1.s I. s .IS ..... 8 .. ......................... s. I. s. I. 10925 114. - 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. .... - -- 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. .... - _. - 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. .... - - - 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. - 11220 149. 11225 150. 11230 151. .... 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. - 11310 159. 11315 160. 11320 161. .... 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. - 11100 169. 11405 170. 11410 171. .... 11415 172. 11420 173. - - - - - - .o s. I. .o s. I .o s. .I .o s .I. .o .s I. .o .s I. .o .s I. ............ 0 ................... s....... I .o .s. 1. .o. s .I .o. SI .o. s I. .o. SI. 0. IS. 0. I s. 0. .I. 5 0. I. 5 ............. 0 .. ......................... 0 .I B 01 5 01 . 5 .I 0 . 5 I. 0. 5. I. 0. 5 I. 0. 5 I. 0. 5 .I. 0. 5 ....... I ..... 0.....................5..... .I 0. s. .I 0. s. .I 0. s. .I .o. s. .I .o. s. .I .o. s. .I .o. s. .I .o. s. I .o. s. ..... I ....... .............................. I .o. s. I .o. s. I .o. s. I .o. s. I .o. s. 1. .o. s. I. .o .. .s. I. .o .s. I. .o .s. ..... I ....... .................................. I. .o .s I. .o .s I. .o .s I. .o .s I. .o .s I. .o .s I. .o .s I. -0 .s I. .o .s ... I ........ .................................. I. .o .s I. .o .s ...... ...... ........ ...... 11425 174. I. .o .s 11430 175. I. .o .s 11435 176. I. .o 5 11440 177. I. .o 5 11445 178. I. .o 5 11450 179. I. .o 5 11455 180. I. .o S. 11500181 ......... .................................................... 11505 182. I. .o S. 11510 183. .I .o s. 11515 184. .I .o s. 11520 185. I .o s. 11525 186. I .o s. 11530 187. I .o s. 11535 188. .I 0 s. 11540 189. .I 0 s. 11545 190. .I. 0 s. 11550191, ....... ..................................................... 11555 192. I. 0. s. 11600 193. I. 0. .s. 11605 194. .I. 0. .s. 11610 195. .I. 0. .s. 11615 196. .I. 0. s. 11620 197. .I. 0. .s 11625 198. .I. 0. .s 11630 199. .I. 0. .s 11635 200. .I. 0. .s 11645 202. .I 0. .s 11650 203. .I 0. .s 11655 204. .I 0. .s 11700 205. .I 0. .s 11705 206. .I 0. .s 11710 207. .I 0. .s 11715 208. .I.O. .s 11720 209. .1.0. .s 11725 210. .I.O. .s 11640201 ....... ..................................................... 11730211 ........ ..................................................... 11735 212. .I .o .s 11740 213. .I .o .s 11745 214. .I .o .s 11750 215. .I .o .s 11755 216. .I .o .s 11800 217. .I 0 5 11805 218. .I 0. 5 11810 219. .I 0. 5 11815 220. .IO. 5 11820221 ....... 1.0 ...................... .......................... . . . . 11825 222. . IO 5 11830 223. .I 5 11835 224. . IO 5 11840 225. .IO 5 11845 226. IO 5 11850 227. I 5 11855 228. I 5 11900 229. I 5 11905 230. I 5 11910231 ..... ....................................................... 11915 232. I 5 11920 233. I S 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 217. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12325 282. 12335 284. 12340 285. 12320 281. 12330 283. 12345 286. 12350 287. 12355 288 20000 289 20005 290 20010 291 20015 292 .... .... .... .... .... .... 20020 293. I I I I 1. I. I. I. I..... I. I. I I I I I I .I .I. ... .I .I .I I I I I I I I..... I. I. I. I. I. I. I. I. I. I..... I. I. I. I. I. I. I. I. I. I ................ I. I. I. 01 I I I I I .I. ............... I. S s S s S s s .................... s s s s S S S S S s S S S S S S S s S S s S S s S s S S S S S s s s S S S s S s S S S S S S S S s s s S S ....... ... ... ... ... ... ... .... .... .... .... .... ..... ..... ..... ..... ..... ..... - 20025 294. I. 20030 295. I. 20035 296. IO . 20040 297. IO . 20045 298.1 - 20050 299.1 - 20055 300I---------.-- .... .... s S S s s s -s- tt. tt. f.. ..* **. ftt *.* .*. t.. .ff f.t f.. fff f.. (I.. .Of fff .. f ff. **t fff *** .** f*. (I.. (1.1 f.. *.* f.. .** (Iff "t. .* - **.*f*t***.ftt .- 175 KK f DETNFAFA * DAY *.* ttt........ - 177 KO OUTPUT CONTROL VARIABLBS I PRNT 5 PRINT CONTROL - IPWT 2 PLOTCONTROL QSCAL 0. HyDRhiIuLpn PWT SCALE STATION DETNFAPA ...... (I) INFIaW, (0) OUTPWW 600. 800. 1000. 1200. 0. 0. 0. 0. 0. 0 0. 0. 0. 20. 40. 60. 0. 0. 0 10000 ............................................................................................................... ......--. 10005 21 5 10010 31 5 10015 41 5 10020 51 5 10025 61 5 10030 71 5 10035 81 5 10040 91 5 10045 101 5 0. 200. 400. (S) STORAGE 0. 0. 0. 0. DI\" PER 10050 111 ............................. .............................. 10055 121 5 10100 131 5 10105 141 5 10110 151 5 10115 161 5 10120 171 5 10125 181 5 10130 191 5 10135 201 5 10140 211 ............................. S............... 10145 221 5 10150 231 5 10155 241 5 10200 251 5 10205 261 5 10210 271 5 10215 281 5 10220 291 5 10225 301 5 I"" 10230 311 ............................. S.......... 10235 321 5 10240 331 5 10245 341 5 10250 351 5 10255 361 5 10300 3701 5 10305 38.1 5 10310 39.1 5 10315 40.1 5 10320 41.1 ............................. S............... 10325 42.1 5 10330 43.1 5 10335 44.1 5 10340 45.1 5 10345 46.1 5 10350 47.01 5 10355 48. I 5 10400 49. I 5 10405 50. I 5 10410 51.1 ............................ .............................. 10415 52. I 5 10420 53. I S 10425 54. 01 5 10430 55. I 5 10435 56. I 5 10440 57. I 5 10445 58. I 5 10450 59. I 5 10455 60. 01 5 10500 61 .. i...........................~............................. 10505 62. I 5 10510 63. I 5 10515 64. I 5 10520 65. I 5 10525 66. 01 . 5 10530 67. 01 . 5 10535 68. I . 5 10540 69. I . 5 10545 70. I . 5 10550 71 ... 01 .......................... .............................. 10555 72. I. 5 10600 73. I. 5 10605 14. I. 5 10610 75. 01 . 5 10615 76. 01 . 5 .I 10620 77. I. 5 10625 78. I. 5 10630 79. I. .s 10635 80. 01 . .s 10640 ............................................................... 10645 82. I. .s 10650 83. 01. .s 10655 84. 01. .s 10700 85. I. .s 10705 86. 1. .s 10710 87. 01 .s 10715 88. 01 .s 10720 89. 01 .s 10725 90. 01 .s 10730 91 ...... ........................................................ 10735 92. .01 .s 10740 93. .o I .s 10745 94. . 01 .s 10750 95. . 01 .s 10755 96. . 01 . .s 10800 97. . 01 . .s 10805 98. . 01 . .s 10810 99. . 0 I. .s 10815 100. 0 I. .s 10820101 ......... 0.1 .................... s.............. 10825 102. 0 .I .s 10830 103. 0. I .s 10835 104. 01 .s 10840 105. 0 I. .s 10845 106. .o 1. .s 10850 107. .o I .s 10855 108. .o .I .s. 10900 109. .o .I .s. 10905 110. . 0 .I s. 10910 111. . . . . . . . . . . . . 0 . . . . .I. . . . . . . . . . . . . . .s. . . . . . . . . . . . 10915 112. 0. I s. 10920 113. 0. .I s. 10925 114. 0. .I S. 10930 115. 0 .I. 5 10935 116. .o I. .s 10940 117. .o I. .s 10945 118. .o I. .s 10950 119. .o I .s. 10955 120. .o .I s. 11000121 .................. 0. ....... ................................... 11005 122. 0. .I s. 11010 123. . 0. .I s. 11015 124. 0. .I 5 11020 125. 0. .I .s 11025 126. 0. .I .s 11030 127. 0. .I .s 11035 128. 0. I. .s 11040 129. 0. I . .s. 11045 130. 0.1 .s. 11050131 .................... .......................................... 11055 132. IO. .s. 11100 133. I 0. .s. 11105 134. . I 0. .s 11110 135. .I 0. .s 11115 136. .I 0. . .s 11120 137. I. 0. .s 11125 138. I. 0. .s 11130 139. I. 0. .s 11135 140. I. 0. .s 11140141 ............. I.....O.....................S................... 11145 142. .I. 0. 5 11150 143. .I 0. s. 11155 144. .I 0. s. 11200 145. .I .o. s. 11205 146. .I .o. s. 11210 147. .I .o -s. 11215 148. .I .o .s. 11220 149. .I .o .s 11225 150. .I .o .s 11230151 ........... .................................................. 11235 152. .I .O .s 11240 153. .I .o .s 11245 154. I 0 5 11250 155. I 0. 5 11255 156. I 0. s. 11300 157. I 0. s. 11305 158. .. I 0. s. 11310 159. I 0. s. 11315 160. I. 0. s. 11320 161. . . , . . . . . .I. . .O. . . . . . . . . . . . . . . . . . . . S . . . . . . . . . . . . 11325 162. I. 0 . s. 11330 163. I. 0 .s. 11335 164. 1. 0 .s. 11340 165. I. 0 .s. 11345 166. I. 0 .s. 11350 167. 1.0 .s 11355 168. 1.0 .s 11400 169. I .o .s 11405 170. I .o .s 11410171 ......... IO ..................... S.............. 11415 172. IO .s 11420 173. IO .s .......... 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. . 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. . 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. . 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. . 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. . 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. 11915 232. 11920 233. IO. IO. IO . IO . IO . IO . 10 . ...... .IO . IO . IO . IO . . IO . . IO . . IO . . IO . .I. .I. ..... .I. .. . 01 . . 01 . . 01 . . 01 . .I. .I. .I. .I. .I. ..... .I. .. .I. .I. .I. .I. .I. .I. .I. .I. .I. ..... IO.. . . IO . .I .I . IO . IO .I .I . IO . IO .... IO.. .. .I .I .IO .IO IO IO I IO IO ... .IO .... 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(1.. ... t., ... t - e... tt........ - 254 KK f DETTWELR OSE *...*..*"*.+** L 256 KO OUTPUT CONTROL VARIABLES I PRNT 5 PRINV CONTROL - IPMT 2 PIOT CONTROL QSCAL 0. HYDRCGFAPH PLOT SCALE L STATION DETWHELR 11) INFIOW, (0) OUTFIAW 0. 100. 200. 300. 400. .o .o .o .o .o DA" PER 10000 11 .............................................. 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111.. ..................... 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211.. ..................... 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311.. ..................... 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 391 10315 401 10320 411.. ..................... 10325 421 10330 43.1 10335 44.1 10340 45.1 10345 46.1 10350 47.1 10355 48.1 10400 49.1 10405 50.1 10410 51.1. ...................... 10415 52. I 10420 53. I 500. 600. 0. 0. 0. 0. 0. L (S) STORAGE .o .o .2 .4 .6 .o .o ......... S S s S S s S S S ...... s ............................. s S S s S S s s s -I ...... s ............................. S S S S S S S s S ...... s ............................. S S s S s s S S s ...... s ............... S S S s s S S S S ...... s ............... .s .s .. 10425 54. I 10430 55. I 10435 56. I 10440 57. I 10445 58. I 10450 59. I 10455 60. I 10500 61 ..I ...................... 10505 62. I 10510 63. I 10515 64. I 10520 65. I 10525 66. I 10530 67. I 10535 68. I 10540 69. I 10545 70. I 10550 71.. I.. ................... 10555 72. I 10600 73. I . 10605 74. I . 10610 75. I . 10615 76. I . 10620 77. I . 10625 78. I . 10630 79. I . 10635 80. I. 10640 81.. . I.. .................. 10645 82. I. 10650 83. I. 10655 84. I. 10700 85. I. .. 10705 86. I. 10710 87. I. 10715 88. I. 10720 89. I. 10725 90. 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S .s .s .s .s ............. s ...................... .s. s. 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. 11005 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. 11035 128. 11040 129. 11045 130. 11050 131. 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 14%. 11220 149. 11225 150. 11230 151. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. 11320 161. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. 11415 172. 11420 173. IO ...... I.. .I. .I .I I I. 1. I I I .I. I I I I I I .I .I .I .I.. .I .I .I .I .I .I .I .I .I .I. . .I .I .I .I I I I I I I.. I I .. ...... ...... ...... .. .. .. .. .. ... I. ... ... ... ... I. I. 01 . I. 01 .I . 01 ..... I . IO IO IO. IO . 1. I. IO . ..... ..... ..... ..... ... ... ... ... ... .... .s s S. s. s. s. s. s. .s .s .s .s .. .s. ...... s. s. s. s. s s s S s .s. s s S s S s S s s s. s s s s s s S s s s. s s s S s s S S S s. . S s ....... ..... 'I ....... s. s. . .s. s. s. ... ... ... ... .... .... .... .... .... ..... ..... ..... ...... 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11120 209. 11725 210. 11730 211. 11135 212. 11740 213. 11145 214. 11750 215. 11755 216. 11800 211. 11805 218. 11810 219. 11815 220. 11820 221. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. 11915 232. 11920 233. .. .. .. I. I. I I I I .I .. .I. ..... I IO. I. I. I. I. I. 01 . I. . ,I. ...... I. I. I. I. I. I. I. I. I. . .I. ...... 1. I. I. I. I. I. I. I. I. . .I. ...... I. I. I. I. I. I. I. I. I. .I ....... I. 1. IO . I. I. I. I. I. I. I.. I. ... .. .. .. .. I ........ ........ ........ ........ ..... ..... .... .... .. ... ... ... .s .s .s .s .s .s .s ..s .s .s .s .s .s .s .s .s .s . .s. .s .s .s .s .s .s .s .s .s . .s. .s .s .s .s .s .s .s .s .s . .s. .s .s .s .s .s .s .s .s .s . .s. .s .8 .s .s .s .s .s .s .s .s. .s .s .. .. .... .... .... ... .. .. .. .. ... ... .... .... .... .... .... .... ..... ..... ..... ..... ...... .......... 11925 234. I. .s 11930 235. I. .s 11935 236. I. .s 11940 237. I. .s 11945 238. I. .s 11950 239. I . .s 11955 240. I . .s . ...................... 12000 241. .I. .s ................ ............ 12005 242. I . .s 12010 243. I. .s 12015 244. I. .s 12020 245. I. .s 12025 246. I. .s 12030 247. I. .s 12035 248. I. .s 12040 249. I. .s 12045 250. I. .s 12050 251. .. 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I . 20040 297. I 20045 298.1 20050 299.1 20055 3001---------.- - .s .s .s .s 6 S ......... tt*tt.*ttttt*t f DETW * . .*.....*. ttttt 274 KX 276 KO 277 RS 278 SA 279 SE 280 ss OUTPUT CONTROL VARIABLES IPW 3 PRINT mmoL IPLOT 2 PWT CONTROL QSm 0. XYDRCGRAPX PWT SCALE XYDRCGRAPX ROUTING DATA STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES ELEV TYPE OF INITIAL CONDITION 209.00 INITIAL CONDITION .OO WORKING RAND D COEFFICIENT 39.5 219.00 41.0 43.0 220.00 221.00 AREA 21.0 24.0 27.0 30.0 33.0 38.0 218.00 35.0 217.00 ELEVATION 208.00 210.00 212.00 214.00 216.00 SPILLWAY CREL SPWID COQW EXPW .OD 208.00 .oo 208.00 472.52 217.63 .oo .oo 208.00 216.50 SPILLWAY CREST ELEVATION 150.00 SPILLWAY WIDTH 2.64 WEIR COEFFICIENT 1.50 EXWNENT OF HEAD *** COMPUTED STORAGE-ELEVATION DATA 95.94 152.91 215.89 249.88 212.00 214.00 216.00 217.00 STORAGE ELEVATION OUTFWW ELEVATION 44.97 210.00 . 00 216.50 648.18 217.89 44.97 .oo 210.00 286.37 218.00 325.12 219.00 365.37 220.00 407.36 221.00 COMPUTED OUTFLOW-EmATION DATA .65 5.19 17.50 41.49 216.51 216.56 216.63 216.72 81.03 216.85 140.01 217.00 2654.95 220.06 222.33 217.18 331.87 217.39 OUTFLOW ELEVATION 862.73 1120.06 1424.06 1778.62 218.18 218.50 218.85 219.22 2187.61 219.63 3184.51 220.51 3780.19 221.00 COMPUTBD STORAGE-OUTFLOW-ELEVATION DATA 95.94 152.91 215.89 232.63 233.11 . 00 .oo . 00 .oo -65 212.00 214.00 216.00 216.50 216.51 STORAGE OUTFWW ELEVATION 234.53 5.19 216.56 236.90 17.50 216.63 240.24 41.49 216.72 STORAGE 244.56 249.88 256.25 263.72 272.34 282.17 286.37 293.26 305.56 319.10 OUTFW% 81.03 140.01 222.33 331.87 472.52 648.18 727.50 862.73 1120.06 1424.06 ELEVATION 216.85 217.00 217.18 217.39 217.63 217.89 218.00 218.18 218.50 218.85 - STOPAGE 325.12 333.93 350.10 365.37 367.65 386.70 407.36 OUTFWW 1565.33 1778.62 2187.61 2592.97 2654.95 3184.51 3780.19 ELEVATION 219.00 219.22 219.63 220.00 220.06 220.51 221.00 - tt. *** t.. ... ... PBAK FWW TIME (CFSI (HR) 1401. 11.00 PEAK STORAGE TIME (AC-FT) (HR) 318. 11.00 PEAKSTAGE TIME (FEET1 (HR) 218.82 11.00 HYDRCGRAPH AT STATION DETCALa MAXIMUM AVERAGE FWW 6-HR 24-HR 72-HR (CFS) 748. 293. 282. (INMES) 1.937 3.032 3.032 (AC-FT) 371. 580. 580. MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 286. 190. 184. MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 218.00 214.85 214.63 CUMWIATIVE AREA = 3.59 SO MI 24.92.~~ 282. 3.032 580. 24.92-HR 184. 24.92-HR 214.63 STATION DETCAI.4 (I1 INPLOW, (01 OUTFLOW 0. 0. 0. 0. 0. 0. 0 0. 100. 200. 300. 400. 0. 0 100~0 ....-.... .-......- 10005 21 .s 10010 31 .s 10015 41 .s 10020 51 .s 10025 61 .s 10030 71 .s 10035 81 .s 10040 91 .s 10045 101 .s 0. 400. BOO. 1200. 1600. 2000. (SI STOFAGE 0. 0. 0. 0. 0. a. DA” PER 10050 111 .............................. ............................. 10055 121 .s 10100 131 .s 10105 141 .s 10110 151 .s 10115 161 .s .I 10120 171 .s 10125 181 .s 10130 191 .s 10135 201 .s 10140 211 .............................. ............................. 10145 221 .s 10150 231 .s 10155 241 .s 10200 251 .s 10205 261 .s 10210 271 .s 10215 281 .s 10220 291 .s 10225 301 .s 10235 321 .s 10240 331 .s 10245 341 .s 10250 351 .s 10255 361 .s 10300 371 .s 10305 381 .s 10310 391 .s 10315 401 .s 10325 421 .s 10330 431 .s 10335 441 .s 10340 451 .s 10345 4601 .s 10350 4701 .s 10355 4801 .s 10400 4901 .s 10405 5001 .s 10410 5101. . . . . . . . . . ........ .................... 10415 5201 .s 10420 5301 .s 10230 311 .............................. S............................ 10320 411 .............................. ............................. 10425 5401 .s 10430 5501 .s 10435 560 I .s 10440 570 I .s 10445 580 I .s 10450 590 I .s 10455 600 I .s 10505 620 I .s 10510 630 I .s 10515 640 I .s 10520 650 I .s 10525 660 I .s 10530 670 I .s 10535 680 I .s 10540 690 I .s 10545 700 I .s 10550 710 .I. ....... ...... s ............. 10555 720 I .s 10600 730 I .s 10605 740 I .s 10610 750 I -s 10620 770 I .s 10625 780 I . .s 10630 790 I . .s 10635 800 I . .s. 10645 820 I . .s. 10650 830 I . .s. 10655 840 I . .s. 10700 850 I . -s. 10705 860 I . s. 10710 870 I . s. 10715 880 I. s. 10720 890 I. s. 10725 900 I. s. 10735 920 I. s. 10740 930 I. s. 10745 940 I. s. 10750 950 1. s. 10755 960 I s. 10800 970 I s. 10805 980 .I s. 10810 990 .I s. 10815 1000 .I S. 108201010 ...... I ............................ .......................... 10825 1020 .I S 10830 1030 .I. S 10835 1040 I. 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IO . s. .IO s. .IO s. .IO s. .IO s. .IO s. .I 0 s. ... 1.0 ..................................... s ............... .I 0 s. .I 0 s. 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. .. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11535 188. 11530 187. 11540 189. 11545 190. 11550 191. .. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. .. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. .. 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. .. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. .. 11915 232. 11920 233. .IO s. .IO s. .IO s. .IO s. .IO s. .IO s. .IO s. ... I ...................................... s ................ .I s. .I s. IO s. IO s. 1.0 s. 1.0 s. IO s. IO s. 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IO . s. 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243. 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12x5 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. 20015 292. .. .. .. .. .. .. 10 IO IO IO IO IO IO IO IO IO IO IO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IO IO IO IO IO 10 I I I I I I I I 20020 293. I ................ .............. ........... ..... S s S S S S S S s s S S s s S S S S S S S S S S S S s S S s S S S s S s S s s S S S S S S S S S S S s S s s S S S S S 5 .... .... ...... 20025 294. I. I 20030 295. I. 20035 296. I. 20040 297. IO . 20045 298. IO . 20050 299. I 0 . 20055 300.---10----.--- - .... S S S S S S -S- fff .** .*. f.. **. f*f f** fff f.. *.. f.. ffl .f* *.. .** *.* fff *** fff ..f f.. f.. ..* t.. ... .tt ..* ttt *.f .ft f.. f*t * - *....*..,*.. tt 294 KK * DE"LE * . ...**** ***..** - 296 KO OWPUT CONTROL VARIABLES I PRNT 5 PRINT mmoL I Pun 2 PLOT CONTROL QSCAL 0. HYDRCGRAPH PLOT SCALE - STATION DBTNBJB (I) INFUJW, (0) OUTFUJW 0. 200. 400. 600. 800. 1000. 1200. 1400. 1600. (S) SMEAGE 0. 0. 0. 0. 0. 0. 0. 20. 40. DA” PER 10000 11 10005 21 s 10010 31 s 10015 41 s 10020 51 s .. 10025 61 s 10030 71 s 10035 81 s 10040 91 S 10045 101 s 10055 121 s 10100 131 s 10105 141 s 10110 151 s 10115 161 s .I 10120 171 s 10125 181 s 10130 191 s 10135 201 s 10145 221 s 10150 231 S 10155 241 s 10200 251 s 10205 261 s 10210 271 s 10215 281 s 10220 291 s 10225 301 s 10235 321 s 10240 331 S 10245 341 s 10250 351 S 10255 361 s 10300 371 S 10305 381 s 10310 391 s 10315 401 s 10325 421 s 10330 431 s 10335 441 s 10340 451 s 10345 461 S 10350 471 s 10355 481 s 10400 491 s 10405 501 s 10415 521 s 10420 531 s 10050 111 ............................. S............ 10140 211 ............................. S............ 10230 311 ............................. S............ 10320 411 ............................. S............ 10410 511 ............................. S. ........... 0. 0. 0. 60. 0. 0. ... ... ... .._.............. .......... . . ... . 10425 5401 s 10430 55.1 s 10435 56.1 s 10440 57.1 s 10445 58.1 s 10450 59.1 s 10455 60.1 s 10500 61.1 ............................. S ................ 10505 62.1 s 10510 63.1 s 10515 64.1 s 10520 65.1 s 10525 66.1 s 10530 67.1 s 10535 68.1 s 10540 69.1 8 10545 70.1 s 10550 71.01 ............................ S ............................. 10555 72. I s 10600 73. I s 10605 74. I s 10610 75. I s 10615 76. I s 10620 77. I s 10625 78. I s 10630 79. I s 10635 80. I s ............. 10640 81.1 ............................ S ............... 10645 82. I s 10650 83. I s 10655 84. I s 10700 85. I s 10705 86. I s 10710 87. I s 10715 88. I s 10720 89. I s 10725 90. I s 10730 91 ..I ............................ S............... 10735 92. I s 10740 93. I s 10745 94. I s 10750 95. I . s 10755 96. I . s 10800 97. I . 8 10805 98. I . s 10810 99. I. s 10815 100. 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IO . .s 12140261 ........ ...................................................... 12230271 ....... ...................................................... 12235 272. .I .s 12240 273. .I .s 12245 274. .I 5 12250 275. .I 5 12255 276. .I 5 12300 277. .I 5 12305 278. .I 5 12310 279. .I 5 12315 280. .I 5 12320281 ....... I......................S............................. 12325 282. .I 5 12330 283. .I 5 12335 284. .I 5 12340 285. . I' . 5 12345 286. .I 5 12350 287. .I 5 12355 288. .I 5 20000 289. .I 5 20005 290. .I 5 20010291 ....... I. ..................... S............... 20015 292. .I 5 20020 293. .I S 20025 294. - 20030 295. 20035 296. 20040 297. 20045 298. 20050 299. 20055 300.- - .I .I . IO .I .I .IO I..--. ..... .. .. .. ......... s.... ff. tff *.. ..* f.. t.. *** ..f *.. *** .*. **f .** .** (If. ...I fff *** ... .*. t.. ... f.. .If fff f.f (I.. ff. *.. f.. ... fff ., - ..**ttt*t.tttt - 306 KK f DETNC4 * t...... t.*.t*t - 308 KO OUTPUT CONTROL VARIABLES IPW 5 PRINT CONTROL - IPLOT 2 PLOT CONTROL QSCAL 0. HYDRCGFAPH PWT SULLE 0. 0. D?+" PBR 10000 1I--- 10005 21 10010 31 10015 41 10020 51 10025 61 10030 71 10035 81 10040 91 10045 101 10050 111 . 10055 121 10100 131 10105 141 10110 151 10115 161 10120 171 10125 181 10130 191 10135 201 10140 211 . 10145 221 10150 231 10155 241 10200 251 10205 261 10210 271 10215 281 10220 291 10225 301 10230 311 . 10235 321 10240 331 10245 341 10250 351 10255 361 10300 371 10305 381 10310 391 10315 401 10320 411 . 10325 421 10330 431 10335 441 10340 451 10345 461 10350 471 10355 481 10400 491 10405 5001 10410 51.1. 10415 52.1 10420 53.1 STATION (I) INFLOW, (0) OUTFLOW 100. 200. 300. 400. 500. 0. 0. 0. 0. 0 .................................................... .......................... .......................... ...................... ........................ ..................... DETNC4 600. 700. 0. 0- 0. 0. 0 0. 20. 40. 60. 0. 0. 0 (SI STOFAGE .... s ........................................................... s s s S s s s s s .. s ............... S s s s s ., s s s s .. s ............................. s s s s s s s s s .. s ............................. s s s s s s s s s .. s ............... s s s 8 s s s s s .. s ............... s S .......... .......... 10425 54.1 10430 55.1 10435 56.1 10440 57.1 10445 58. I 10450 59. I 10455 60. I 10500 61. I ............. 10505 62. I 10510 63. I 10515 64. 01 10520 65. I 10525 66. I 10530 67. I 10535 68. I 10540 69. I 10545 70. I 10550 71. . I ............ 10555 72. I 10600 73. I 10605 74. I 10610 75. I . 10615 76. I . 10620 77. I . 10625 78. I . 10630 79. I . 10635 80. I. 10640 81. .. I ........... 10645 82. I. 10650 83. 01 . 10655 84. I. 10700 85. I. 10705 86. 01 . 10710 87. I. 10715 88. I. 10720 89. I. 10725 90. I. 10730 91. ... .OI ......... 10735 92. 01 10740 93. 01 10745 94. 01 10750 95. .o I 10755 96. . 01 lOBQQ 97. . 01 10805 98. . 01 . 10810 99. .01. 10815 100. . 0 I. 10820 101. ...... .o. . I .... 10825 102. . 0 .I 10830 103. 0 .I 10835 104. 0. I 10840 105. 0. 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I. .s. .I s. ...... ...... 10925 114. - 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. 11000 121. .. - - 1100s 122. 11010 123. 11015 124. 11020 125. 11025 126. 11030 127. - 11035 128. 11040 129. 11045 130. 11050 131. .. - - 11055 132. 11100 133. 11105 134. 11110 135. 11115 136. 11120 137. 11125 138. 11130 139. 11135 140. 11140 141. .. - - - 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. - 11220 149. 11225 150. 11230 151. .. 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. - 11310 159. 11315 160. 11320 161. .. 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 11355 168. 11400 169. 11405 170. 11410 171. .. 11415 172. 11420 173. - - - - - - - 0. .I s. 0. .I. s. 0. I. s. 0. I. S 0. .I .s 0. .I .s 0 . 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I .o. s. ...... 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11910 231. 11915 232. 11920 233. .I .o .I .o .I .o .I .o .I .o .I .o .I .o .. .I,. .o.. .I -0 .I .o .I 0 I 0 I. 0. I. 0. I. 0. 1. 0 . IO. . .I.O.. ... .I 0 . IO . IO . IO . IO .I .I .I .I ..I ...... .IO .I .I .I .I .I .I .I .OI . .OI ...... .I .I .I IO IO I I I I s .s .s .s .s .s .s ................. s... .s .s .s .s .s .s .s .s .s ................ s.... .. .s .s s S s s S S s ............... s.... S s s S s S s s S ............... s.... S S S s s S S s s ......................... . ......................... ......................... ......................... .I ........................ ..................... I s I S I s I s ,. IO s I. s IO. s IO. s I. s I...... I. I. s .......... s s 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 12000 241. 12005 242. 12010 243 12015 244. 12020 245. 12025 246. 12030 247. 12035 248. 12040 249. 12045 250. 12050 251. 12055 252. 12100 253. 12105 254. 12110 255. 12115 256. 12120 257. 12125 258. 12130 259. 12135 260. 12140 261. 12145 262. 12150 263. 12155 264. 12200 265. 12205 266. 12210 267. 12215 268. 12220 269. 12225 270. 12230 271. 12235 272. 12240 273. 12245 274. 12250 275. 12255 276. 12300 277. 12305 278. 12310 279. 12315 280. 12320 281. 12325 282. 12330 283. 12335 284. 12340 285. 12345 286. 12350 287. 12355 288. 20000 289. 20005 290. 20010 291. 20015 292. .. .. .. .. 20020 293. IO I. I. I. I. I. IO . I. I. ...... I. I. I. 01 . I. I. I. I. I. .I ...... I. 01. I. IO. I. I. I. I. I. .I ...... I. IO . I. I. I. I. I. I. I. .I. ...... I. I. I. I. 1. I. I. I. I. .I. ...... I. I. I. I. I. 01 . I. 1. I. .I ...... I. ......... ......... ......... S S S S S S S ........ s ........ S S s S S S S S S ........ s ........ S S S S S S S S S ........ s ........ S s S S S S S s S ........ s ........ S S S S S S S S S ........ s ........ S S S S S S S s S ........ s ........ S S ......... ...... ......... ........ ........ ........ ........ ........ ...... .. .. .. .. ...... .......... .......... .......... ...... - 20025 294. I. 20030 295. I. 20035 296. I. 20040 297. IO . 20045 298. IO . - - 20050 299. IO 20055 300 ... s s S s S s -s- . .. . .. OPERATION HYDROGRAPH AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT ROUTED TO HYDROGRAPH AT 2 cM(B1NED AT HYDRCGRAPH AT ROUTED TO 2 COMBINED AT ROUTED TO HYDROGRAPH AT ROUTED TO ROUTED To HYDRCGRAPH AT 3 COMBINED AT ROUTED TO HYDROGRRPH AT ROUTED TO HYDROGRAPH AT ROUTED TO 2 CMnelNED AT ROUTED To STATION BSNBCl RTBC2 BSNBC2 BCl&BCZ RTBC3 BSNBC3 BC2&BC3 RTBC4 BSNBC4 BC3 hBC4 AH1 DETSYC BCLAH1 RTAH2 AH3 DETSW RTAH2 AH2 AH1 - 3 &BC AH2-AH7 An4 AH4 -AH5 AH5 DERlELRO CMWlNE AH5-AH6 PEAK FWW 2744. 2743. 357. 3043. 3028. 749. 3683. 3649. 184. 3798. 1802. 1786. 5526. 5235. 516. 460. 457. 787. 6311. 6198. 420. 416. 450. 180. 585. 537. TIME OF PEAK 10.58 10.58 10.00 10.50 10.58 10.00 10.50 10.58 10.00 10.50 10.17 10.25 10.50 10.75 10.00 10.17 10.50 10.00 10.58 10.67 10.00 10.00 10.00 11.08 10.08 10.58 RUNOFF S-Y FWW IN mIC FEET PER SECONU TIEIE IN HOURS, AREA IN SQUARE MILES AVERAGE FWW FoR MAXIMUM PERIOD 6-HOUF 1453. 1453. 168. 1619. 1619. 353. 1969. 1968. 85. 2052. 881. 881. 2931. 2892. 243. 243. 243. 367. 3489. 3482. 196. 196. 212. 170. 359. 356. 24-HOUR 598. 597. 69. 666. 664. 145. 809. 805. 35. 840. 363. 362. 1202. 1185. 100. 100. 100. 150. 1434. 1426. 80. 80. 87. 87. 167. 166. 72-HOUR 576. 515. 66. 642. 640. 140. 119. 776. 33. 809. 349. 349. 1158. 1141. 96. 96. 96. 144. 1381. 1374. 77. 77. 84. 84. 161. 160. BASIN AREA 4.34 4.34 .55 4.89 4.89 1.18 6.07 I 6.07 .31 6.38 2.83 2.83 9.21 9.21 .83 .83 .83 1.41 11.45 11.45 .70 .70 .74 .74 1.44 1.44 MAXIMUM STAGE 404.02 385.09 361.74 372.32 343.99 351.95 321.26 288.08 360.27 329.18 261.45 TIME OF MAX STAGE 10.58 10.58 10.58 10.25 10.75 10.17 10.50 10.67 10.00 11.08 10.58 HYDROGRAPH AT AH6 2 COMBINEDAT COMBINE ROUTED TU DETNFARA ROUTED TU HYDROGRAPH AT ROUTED To HYDROGRAPH AT 4 COMBINED AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT -6-7 AH8 Am-7 AH7 mmIm AH?-AH9 AH9 amnm AH9-10 AH10 COMBINE ROUTED TO AHl0-RCA HYDROGRAPH AT RCA 2 COMBINED AT AGUA HYDROGRAPH AT c1 ROUTED TO DETNMELR ROUTED TO c1-c2 HYDROGRAPH AT c2 2 COMBINED AT COMBINE ROUTED TU DETULLR ROUTED TU c2-m HYDROGRAPH AT c3 2 COMBINED AT COMBINE ROUTED TU DETNBJB HYDROGRAPH AT c4 ROUTED TO DETNC4 2 COMBINED AT mmIm 549. 1052. 777. 775. 177. 174. 512. 7521. 7236. 500. 7523. 7443. 338. 7594. 7581. 54. 7603. 531. 528. 373. 1545. 1890. 1401. 1373. 448. 1560. 1196. 667. 352. 1532. 10.00 10. 08 10.83 11.00 10.00 10.00 10.08 10.67 10.92 10.08 10.83 11.00 10.00 11.00 11.08 10.00 11.00 10.00 10.00 10.67 10.25 10.25 11.00 11.17 10.00 11.08 11.92 10.08 11.00 11.83 261. 609. 606. 606. 83. 83. 240. 4404. 4392. 235. 4618. 4615. 156. 4759. 4759. 24. 4782. 249. 249. 236. 761. 992. 748. 745. 209. 876. 876. 315. 297. 1163. 108. 274. 273. 273. 34. 34. 98. 1831. 1820. 96. 1916. 1996. 64. 2060. 2058. 10. 2068. 102. 102. 99. 311. 411. 293. 291. 85. 371. 377. 129. 129. 505. 104. 263. 263. 263. 33. 33. 94. 1764. 1153. 92. 1645. 1910. 61. 2002. 1997. 10. 2007. 98. 98. 95. 300. 395. 282. 281. 82. 363. 363. 124. 124. 487. .91 2.35 2.35 2.35 .31 .31 1.12 15.23 15.23 1.00 16.23 ~16.23 .66 16.89 16.89 .11 17.00 .87 -87 .87 2.72 3.59 3.59 3.59 .82 4.41 4.41 1.24 1.24 5.65 240.33 161.06 160.24 103.30 49.52 335.95 241.02 218.82 100.25 74.77 76.19 10.83 11.00 10.00 10.92 11.08 10.00 10.67 11.00 11.17 11.92 11.00 ROUTED TU HYDROGRAPH AT 2 COMBINED AT 2 COMBINED AT ROUTED TO HYDROGRAPH AT 2 COMBINED AT C3h-RCC 1521. RCC 73. CCIQTAL 1546. AH+CC 8961. ROUTE 8918. DSAH 490. 9094. fff NORMAL END OF mc-1 *** 12.00 1163. 503. 485. 5.65 46.41 12.00 10.00 33. 14. 13. .15 12.00 1189. 511. 498. 5.80 11.08 5954. 2585. 2505. 22.80 11.25 5944. 2569. 2480. 22.80 30.81 11.25 10.00 227. 93. 89. 1.05 11.17 6150. 2662. 2569. 23.85 ***... f..f~.f...f+ff.~~....~~~.~....~.~~..~~ f HEC-2 WATER SURFACE PROFILES - f * Fe (n fi 5. Hcz f version 4.6.2; May 1991 f - RUN DATE 29JUN98 TIME 09:40:42 * t~*..fff,f.f..ffft*.*.*.*~~~*.~..*~***...~.. x x xxxxxxx xxxxx Xxxxx x xx xx xx x xx X X xxxxMo[xMu( x XxxXxXxxxX x xx X X x xx xx X x XxxMWo[~ xxxxxxx .Of. :.1.......* f..... *....... f...... . * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 . I9161 756-1104 ff.**t...f.f..tf***f.~****,,*...t. 29JDN98 09:40:42 - PAGE 1 .fffff***.*.....f....ttt.ttt***.tttt. HEC-2 WATER SURFACE PROFILES, Version 4.6.2; May 1991 ffff.f.ff+t..ttt*..*******,,~*.*~~..* THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVEC ON UNIT 96 AC FEMA~.HCZ s/as/se REMOVE ENCWLCHMENTS IN FICODWAY RUN mR UPS= AC AGUA HEDIONDA PAST RANCHO CARLSW CULVERT AC .. ff.~.*fffl.**tf*..,*..*~**.,~.*~,.*~~~*...**~*~.~.~..*~~***~****.. AC FEWP.3.HC2 5/26/98 AC WIDEN OR NARROW FEMA FIXK)DWAY UPSTREAM OF MOBILE HOME PARK SO AC THERE'S NO NEGATIVE SURCEARGES AC SLIGHT DECREASE IN DISCHARGES DUE TO REVISED DESIGN OF DETENTION BASIN AC BJB IN CALAVERAS CREEK Ac .f.f*f..*.ffff* f*.f.ft.tt.t...tltttttttt......,*~.......*,,....,**~... AC FEMA2.HC2 5/26/98 AC USED SAME XS AND ENCROACHMENTS AS FEMA PICODWAY RUN AGUAHED.FLD IN SECTIONS AC OF AGUA HEDIONDA CREEK UPSTREAM AND WWNSTREAM OF MOBILE HOME PARK AC STARTING WSEL SAME AS AGUAHED.FW FOR FICQDPLAIN PROFILE. mR FICODWAY AC PROFILE ADDED 1'. AC t.+tfft....ff*ff.ff**.,,*..*~...~~~*.*...*.....~.~~*~~~.**.~~~*~..*.** AC FILE NAME FEMA.HC2 5/22/98 JN 13182 AC SAME AS RCCBP8R4.HC2 EXCEPT FOR FEW XS'S 10375 - 15560 ADDED TO UPSTREAM AC AGDA HEDIONDA, UPSTREAM OF RANCHO CARLSBAD CULVERT AC .....* ff*tt*.+f**tf.*~~**..*..tt.**t*t..***~~*~**~*...~~~~~~~~*~*... AC FILE NAt5 RCCBPBRI.HC2 5/13/98 JN 13182 AC S- AS RCCBPBR3.HC2 EXCEPT FOR CROSS-SECTION 5.11 ADDED AC MODEL CULVERT AT RANCHO CARLSBAD ROAD WITH SC CAPD AC XS 6.21 AND XS 2.9 REVISE TO FIT BElTER IN EXISTING CRANNEL AC ADD XS 2.0 AND 2.9, mVE 2.8 AC FURTHER GmING AT XS 3.0.5.1.310,400.580.6.21,7.58.9.15,12.2.14.65 AC 310,400,580 AC QsS FROM HYDROLCGY STUDY BY RICK ENGINEERING PERFORMED IN APRIL, 1998 AC HEC-1 ANALYSIS FILE NAME: RCCBP.HC1. Q'S FOR FKODPLAIN AT XS 6000-7210 ARE AC OBTAINED FROM USING FEMA SPLIT FWW HEC-2,AGUAHED.SFl,AND NEW Q100=9100CFS. AC XS 6000-7210 FROM FEWA FILE AGUAKED.FLD. XS .001 - 30.50 ARE FROM AC H. MIVIC'S REPORT "FICODING ISSUES REIATED TO AGUA HEDIONDA CREEK FOR RANCHO AC CRRLSBAD MOBILE HOME PARK" 5/96 WITH FOLWWING REVISIONS: AC ADDD X3 CARDS TO SEYERAL XS'S To KEEP FWW IN CRANNEL. AC MOVED SOME IOB'S UP TO TOP OF SlOPE. AC MODELED WWDEN PLANK BRIDOE AT XS 27.16. (NORMAL BRIDOE) AC FIELD MEASuREMFXl?S AND ENSIGN h BUCKLEY FIS RUN, AGDAHED.H2I. USED AC TO MODEL BRIffiE. AC EL CAMINO REAL BRIffiE (XS 1.10) MODELED AS A NORMAL BRIffiE INSTEAD OF AC SPECIAL BRIDOE. AC 1.33, WIDE PIERS WITH 2' DEBRI FACIUR EACH PIER. FIELD MEA-S AND AC ENSIGN & BUCKLEY PIS RUN USED TO MODEL BRIDOE. AC REMOVED QICROA-S FROM ALL CROSS SECTIONS IN MHP EXCEPT AT ECR BRIDGE AC AND BOX CULVERT. THIS RUN EXECUTED 29JUN98 09:40:42 29JUN98 09: 40: 42 AC XS 5.1 (CONTAINS BOTH AGUA HEDIONDA aM, uuJLVEF?AS CREEK) SAME AS AC XS 110 FROM CALACI.HC2 WHICH MODELS CALAVERAS CREEK. AC CALAVERAS CREEK CROSS-SECTIONS DIGITIZED WITH BOSS-HEC2 (NOT INCLUDING THE AC 6' WALL NW OF CITANNEL). THB WALL IS MODELED IN DIS CROSS-SECPIONS WHERE AC WSELS WERE NEARBY OR ENCROACHMENTS ADDED. T1 AQUA HEDIONDA CREEK, CRRLSBPID, REVISE H.CHANGS HEDI96.HEC TU MODEL T2 CALAVERAS CREEK AT XS 5.1; WALL INTACP; PROFILE 1:lOOYR FP T3 FILE:FEMAS.HCZ 5/28/98 JN13182, L-R IXK)KIND VIS J1 ICHECK INQ NINV IDIR STRT 2 J2 NPROF IPLOT PRFVS XSECV XSECH 1 -1 53 VARIABLE CODES FOR SUMMARY PRINTOUT 110 NC PT ET x1 x3 GR GR GR NC ET x1 x3 GR GR GR x1 x3 GR GR GR GR x1 x3 GR GR GR .05 2 6000 10 40.1 25.1 26 6260 10 41.8 25.2 26 6560 10 41.2 26.9 28 28 6720 10 42.1 37.1 30 150 .05 8680 12 335 650 14 340 725 19 308 450 705 14 234 370 200 .08 9090 9.1 25 36.2 32.2 30 .1 10.4 28 38.4 34.1 28 27.3 35.8 30 30 26.5 38.5 32 18 .1 355 11 355 665 359 11 359 750 329 30 329 465 780 234 30 260 430 43 METRIC HVINS Q FN .3 36.8 32.2 260 39.3 34.1 30 300 26 35.8 30 32 160 25.5 30 34 ALm -1 1 25 365 260 28 370 770 300 35 340 550 885 160 130 290 470 IQW 6 53 27.3 25 260 25.4 25.5 32 300 25 28 28 34 160 25.5 28 36 54 46 380 54 385 790 170 360 565 895 207 305 490 25 24.4 24.5 24.5 24.6 26.8 26 26.5 26.2 26 PAGE 2 WSEL FQ 32.19 CHNIM ITRACE 355 287 450 200 600 290 375 630 214 350 - - 29JUN98 09:40:42 PAGE 3 x1 GR 6960 4 135 240 41.5 26 25 26 240 105 240 37.2 135 QT NC x1 GR GR 2 9060 9090 .04 .05 .08 7210 6 25 170 250 40.8 40 25 29 38.2 170 250 55 250 28.5 100 29 145 w NC ET 2 8970 8970 0.06 0.06 0.025 9.1 9.1 WWNSTREAM FACE OF EL CAMINO REAL BRIDGE ,001 19 11 125.5 100 14.5 31.60 0.025 2 2 45.8 .60 40.00 11.00 39.08 34.0 41.00 33.10 42.80 33.10 33.1 88.17 33.10 91.50 33.10 31.7 125.50 38.00 131.00 40.00 16.5 125.5 x1 CI GR GR GR GR 70 82 16.50 49.84 106.20 141.00 90 38.00 33.10 34.00 45.80 23.00 53.17 108.00 ’ 152.60 36.00 33.10 36.00 . 00 28.00 74.50 123.00 . 00 NC ET x1 CI BT BT BT BT BT BT ,014 ,014 9.1 0.01 74.5 31.60 -17 .6 16.50 53.17 88.17 125.5 141 .025 9.1 0.025 2 45.8 45.8 45.8 43.3 45.8 31.6 45.8 31.6 45.8 43.3 45.8 40 16.5 125.5 1 2 11 49.84 53.17 91.5 125.5 152.6 1 82 45.8 45.8 45.8 45.8 45.8 45.8 1 40 43.3 43.3 31.6 37.66 45.8 16.50 49.84 88.17 91.5 131 45.8 45.8 45.8 45.8 45.8 39.08 31.6 43.3 43.3 38 ET x1 CI BT BT BT BT BT BT GR GR GR GR 9.1 9.1 UPSTREAM FACE OF EL CAMINO REAL BRIDOE 1.10 19 24.5 133.5 79 31.60 0.025 2 -18 .6 45.8 45.8 24.5 45.8 31.61 57.84 45.8 31.60 96.17 45.8 43.3 99.5 45.8 43.3 139 45.8 38 45.8 .60 40.00 11.00 34.0 41.00 33.34 42.32 33.3 96.17 33.34 99.50 36.4 133.50 38.00 139.00 24.5 133.5 110 2 11 24.5 61.11 96.17 133.5 144 38.00 33.34 33.34 40.00 110 87 45.8 45.8 45.8 45.8 45.8 45.8 23.00 57.84 122.68 144.00 110 40 43.3 31.60 31.60 43.3 40 37.61 33.34 34.00 45.80 23 57.84 61.17 99.5 133.5 155.6 24.50 61.11 124.00 155.60 45.8 45.8 45.8 45.8 45.8 45.8 36.00 33.34 36.00 . 00 38 43.3 43.3 31.60 36.41 45.8 32.00 79.00 132.00 . 00 NC ET x1 CI GR GR GR 0.04 0.04 0.025 9.1 9.1 1.11 19 24.5 133.5 1 79 31.60 0.025 2 2 45.8 .60 40.00 11.00 38.00 34.0 41.00 33.34 42.32 33.34 33.3 97.17 33.34 98.50 33.34 24.5 133.5 1 87 23.00 58.84 122.68 1 37.67 33.34 34.00 24.50 60.17 124.00 36.00 33.34 36.00 32.00 79.00 132.00 29JUN98 09:40:42 GR ET x1 CI OR GR ET x1 CI GR GR ET x1 CI GR GR ET NC x1 CI x3 GR GR GR GR GR GR aT ET NC x1 CI x3 GR GR GR GR ET x1 CI GR GR GR GR 36.4 133.50 7.1 IMPROVED CHANNEL 2.0 10 43.3 0 31.7 100 7.1 IMPROVED CHANNEL 2.9 9 43.1 0 31.9 142 7.1 3.0 9 240 32.1 43.6 40 34.1 255 7.1 38.00 9.1 30 42 31.7 9. 95 42 31.9 9.1 180 ,035 42.9 36 9.1 139.00 40.00 149.4 70 30 37 120 31.7 200 155 95 36.9 178 36.9 310 2 135 275 4 70 2 42 3.3 0.04 0.04 0.035 AGUA HEDIONDA CONFLUENCE WITH cAwLvERI\s CREEK 5.1 29 158.02 307.67 83 286.02 34.59 0.035 2 2 10 43.58 0 43.58 0.39 42 32.09 177.84 32.09 180.0 32.09 32.09 224.36 38.01 236.20 40 40 263.98 38.01 274.58 36 35.1 290.42 36 292.22 38.01 42 331.58 40 336.34 38 2 7600 7600 9.1 0.04 0.04 0.025 AGUA HEDIONDA QlOO = 7600 CFS 6.21 511 10 43.9 44.3 34.9 44.0 7.58 553 44.4 45.0 42.0 44.0 17 32.26 .oo 246.00 492.00 565.00 7.1 19 32.46 . 00 178.00 507.00 592.00 475 0.035 45.00 44.00 34.90 44.00 9.1 507 0.035 45.50 44.50 36.00 44.70 565 113 2 2 57.00 49.00 333.00 43.60 528.00 34.90 663.00 . 00 592 120 2 2 61.00 49.50 252.00 44.00 525.00 35.60 665. 00 44.30 144.00 75 .01 40.0 130 185 .01 105.2 188 80 65 180 310 45 14 158.02 190.00 240.18 279.82 297.32 367.74 125 45 58.00 370.00 531.00 . 00 145 49 63.00 325.00 553.00 733.00 45.80 1 70 31.7 36.7 1 170 31.9 42.9 40 75 34 43.3 1 60 40 32.09 42 35.1 40 36 121 45.00 44.00 35.00 . 00 415 137 45.50 44.70 35.60 44.00 155.60 149.4 50.6 140 200 115.2 200 315 205 315 320 162.02 200.00 244.18 281.62 301.85 386.12 58.00 453.00 539.00 .oo 665 63.00 415.00 560.00 800.00 30 31.7 41.4 95 31.9 180 34 158 38.00 32.09 42 35.1 42 475 44.60 42.00 42.00 . 00 507 45.20 44.00 35.70 . 00 PAGE 4 149.40 85 149.4 200 ’ 125.0 310 240 308 166.02 220.36 260.67 286.02 307.67 565 158.00 475.00 558.00 . 00 592 121.00 472.00 572.00 . 00 - - 29JUN98 09:40:42 PAGE 5 ET x1 CI GR GR GR GR GR 9.1 500 0.035 45.80 45.10 42.0 36.3 46.00 500 592 9.15 552 44.5 45.2 44.0 36.1 46.0 592 2 59.00 252.00 507.00 576.00 782.00 145 2 49.80 45.00 36.30 44.00 46.0 165 47 60.00 342.00 529.00 592.00 849.00 157 24 32.69 .oo 161.00 500.00 556.00 715.00 45.80 44.50 36.20 44.7 46.00 60.00 421.00 547.00 594.00 915.00 45.50 44.20 36.1 45.00 111.00 496.00 552.00 654.00 ET x1 CI GR OR GR OR GR 9.1 493 0.035 47.00 46.60 36.60 46.80 46.00 483 583 12.20 540 46.4 46.7 36.6 46.0 46.8 22 33.15 . 00 198.00 514.00 583.00 966.00 583 2 62.00 265.00 525.00 678.00 1018.00 302 2 51.00 47.20 36.80 47.10 . 00 305 50 63.00 349.00 555.00 757.00 . 00 305 47.00 46.00 38.00 47.30 . 00 63.00 418.00 564.00 835.00 . 00 46.90 44.00 44.00 47.60 . 00 131.00 493.00 576.00 913.00 . 00 ET x1 CI GR GR GR GR GR 9.1 479 0.035 48.00 48.00 38.00 45.30 49.20 479 569 569 2 65.00 287.00 499.00 600.00 922.00 245 2 52.00 48.80 37.70 46.00 49.30 245 50 66.00 328.00 541.00 647.00 982.00 245 14.65 52 1 48.0 48.7 46.0 44.0 49.0 25 33.52 . 00 219.00 479.00 569.00 862.00 48.00 48.00 38.00 47.00 48.70 66.00 389.00 552.00 715.00 1033.00 49.40 47.20 40.00 48.00 48.00 151.00 449.00 562.00 782.00 1084.00 ET x1 CI GR GR GR GR GR 9.1 452 0.035 50.00 49.50 38.50 48.00 49.50 452 555 17.19 506 50.0 50.0 38.6 46.0 49.5 24 33.89 .OO 177.00 482.00 592.00 1046.00 555 2 62.00 261.00 506.00 678.00 1137.00 254 2 54.00 49.10 38.50 48.70 49.50 254 44 63.00 345.00 533.00 770.00 1209.00 254 50.00 48.50 40.00 49.40 49.40 63.00 399.00 542.001 862.00 1280.00 50.00 48.00 46.00 49.40 .oo 120.00 452.00 555.00 954.00 . 00 ET x1 CI GR GR GR GR GR GR 9.1 442 0.035 52.00 50.90 39.40 46.60 48.70 . 00 442 542 19.83 495 52.0 51.3 40.4 46.0 48.0 50.0 26 34.29 . 00 162.00 456.00 542.00 904.00 1312.00 542 2 60.00 238.00 467.00 564.00 999.00 . 00 266 2 56.00 50.40 39.30 48.00 49.30 -00 262 44 61.00 314.00 495.00 650.00 1094.00 . 00 264 52.00 50.00 39.30 48.00 50.00 . 00 61.00 389.00 522.00 747.00 1189.00 . 00 51.70 48.00 40.00 48.00 50.00 . 00 112.00 442.00 531.00 826.00 1251.00 . 00 637 ET x1 CI x3 GR GR GR 9.1 520 0.035 520 21.51 574 10 54.6 52.3 48.0 29 34.54 637 2 185 2 150 44 168 .oo 185.00 520.00 54.00 52.20 40.50 69.00 264.00 534.00 58.00 52.00 40.40 70.00 343.00 545.00 54.00 51.00 40.30 70.00 411.00 574.00 52.50 50.00 40.30 105.00 478.00 604.00 29JUN98 GR GR GR ET x1 CI x3 GP. GR GR GR GR GR ET x1 CI GR GR GR GR GR GR GR GR ET x1 CI x3 GR GR GR GR GR GR GR GR ET x1 CI x3 GR GR GR GR GR GR GR GR GR 40.4 47.5 50.0 22.81 670 10 56.5 54.0 50.0 46.0 48.0 49.8 25.41 752 52.4 56.0 56.0 41.9 50.0 54.0 52.0 52.0 25.86 761 10 57.8 56.0 56.6 42.4 44.0 54.7 50.9 52.0 09:40:42 612.00 833.00 1208.00 28 34.73 . 00 265.00 610.00 745.00 1117.00 1434.00 36 35.12 .oo 204.00 564.00 752.00 865.00 1211.00 1540.00 1955.00 7.1 36 43.83 . 00 60.00 437.00 739.00 776.00 1094.00 1435.00 1888.00 46.00 47.70 50.00 9.1 610 0.035 56.00 54.60 41.00 46.00 48.50 49.90 9.1 677 0.035 56.00 56.00 55.40 41.90 53.00 52.00 52.00 . 00 9.1 708 0.035 56.00 56.00 57.20 42.30 50.00 56.00 51.50 .oo 9.1 623.00 917.00 1305.00 715 2 78.00 342.00 631.00 803.00 1175.00 1532.00 800 2 61.00 284.00 612.00 773.00 916.00 1240.00 1623.00 . 00 789 2 58.00 121.00 535.00 756.00 789.00 1188.00 1520.00 .oo 46.20 48.00 50.00 137 2 60.00 53.30 40.90 48.00 49.00 50.00 253 2 60.00 56.00 54.00 42.00 56.00 50, 00 52.00 . 00 48 2 60.00 56.00 56.60 42.30 52.00 54.00 52.00 .OO 637.00 1001 .oo 1402.00 127 44 79.00 414.00 670.00 860.00 1233.00 1630.00 265 44 62.00 365.00 677.00 782.00 967.00 1298.00 1706.00 .OO 52 44 59.00 194.00 586.00 761.00 808.00 1241.00 1604.00 . 00 WWNSTREAM FACE OF RANMO CARLSBAD WWDEN PIANK BRIDGE 27.14 45 643 827 101 111 763 43.96 0.035 2 2 44 10 58.0 .oo 58.00 44.00 62.00 45.00 56.5 211.00 57.00 310.00 57.00 392.00 58.0 643.00 56.00 718.00 55.00 719.60 44.9 739.00 44.00 743.00 42.70 763.00 47.4 787.00 49.50 791.50 55.00 802.90 58.0 844.00 56.00 885.00 56.00 985.00 54.0 1173.00 52.30 1225.00 53.20 1301.00 54.0 1529.00 54.00 1605.00 54.00 1681.00 54.0 1758.00 53.30 1788.00 54.00 1853.00 47.10 48.70 50.00 130 56.00 52.00 40.90 48.00 49.30 . 00 260 56.00 56.00 42.00 50.00 57.50 50.70 52.00 . 00 338 45 56.00 56.00 56.00 42.30 52.00 52.20 52.00 . 00 106 58.00 57.00 46.00 44.00 56.00 54.00 54.00 56.00 54.70 713.00 1070.00 1498.00 79.00 486.00 705.00 946.00 1284.00 . 00 62.00 445.00 712.00 800.00 1065.00 1379.00 1789.00 . 00 1188 59.00 266.00 636.00. 767.00 906.00 1296.00 1699.00 . 00 45.00 474.00 734.00 775.00 805.00 1021.00 1376.00 1685.00 1908.00 47.30 49.30 . 00 610 55.00 51.00 46.00 48.00 49.70 . 00 677 56.00 56.00 41.90 50.00 56.00 51.30 52.00 . 00 708 60.00 56.00 54.00 42.50 53.30 50.40 52.00 . 00 643 56.00 58.00 45.89 46.00 58.00 54.00 54.00 54.00 55.30 PAGE 6 773.00 1139.00 . 00 740 172.00 548.00 715.00 1032.00 1335.00 . 00 800 123.00 505.00 740.00 853.00 1145.00 1460.00 1872.00 . 00 789 60.00 338.00 708.00 771.00 1000.00 1350.00 1794.00 . 00 827 112.00 568.00 734.50 784.00 827.00 1097.00 1453.00 1753.00 1963.00 - - 29JUN98 09: 40: 42 PAGE 7 NC ET x1 CI x3 BT BT BT BT BT GR GR GR GR GR GR OR OR GR ET x1 CI x3 BT BT BT BT BT GR GR GR GR GR GR GR GR GR NC ET x1 CI x3 ET x1 CI x3 GR GR GR .016 27.15 763 10 -15 58.0 56.5 58.0 44.9 47.4 58.0 54.0 54.0 54.0 27.16 763 10 -15 58.0 56.5 58.0 44.9 47.4 58.0 54.0 54.0 54.0 0.04 ,016 45 43.96 643 734 739 787 802.9 . 00 211.00 643.00 739.00 787.00 844.00 1173.00 1529.00 1758.00 45 44.04 643 734 739 787 802.9 . 00 211.00 643.00 739.00 787.00 844.00 1173.00 1529.00 1758.00 0.04 0.025 9.1 643 0.035 58 58 58 58 58 58.00 57.00 56.00 44.00 49.50 56.00 52.30 54.00 53.30 9.1 643 0.035 58 58 58 58 58 58.00 57.00 56.00 44.00 49.50 56.00 52.30 54.00 53.30 0.025 9.1 827 2 58 55 44.90 47.44 55 44.00 310.00 718.00 743.00 791.50 885.00 1225.00 1605.00 1788.00 827 2 58 55 44.90 47.44 55 44.00 310.00 718.00 143.00 791.50 885.00 1225.00 1605.00 1188.00 1 2 718 734.5 739 791.5 805 62.00 57.00 55.00 42.50 55.00 56.00 53.20 54.00 54.00 50 2 718 734.5 739 791.5 805 62.00 57.00 55.00 43.30 55.00 56.00 53.20 54.00 54.00 1 44 58 58 58 58 58 45.00 392.00 719.60 763.00 802.90 985.00 1301.00 1681.00 1853 .OO 50 44 58 58 58 58 58 45.00 392.00 719.60 763.00 802.90 985.00 1301.00 1681.00 1853 .OO UPSM FACE OF RANCHO CARLSW WOODEN PLANX BRILGE 27.17 1 1 763 44.04 0.035 2 2 44 10 7.1 9.1 28.04 36 747 839 64 67 795 44.16 0.035 2 2 44 10 59.0 . 00 60.00 13.00 64.00 74.00 55.2 125.00 55.60 180.00 56.00 235.00 57.7 515.00 58.00 605.00 58-00 686.00 1 56 55 55 49.57 55 58.00 57.00 46.00 44.00 56.00 54.00 54.00 56.00 54.10 50 56 55 55 49.51 55 58.00 51.00 46.00 44.00 56.00 54.00 54.00 56.00 54.70 1 686 64 60.00 56.60 56.00 719.6 734.5 787 791.5 827 45.00 474.00 734.00 775.00 805.00 1021.00 1376.00 1685.00 1908.00 719.6 734.5 787 791.5 827 45.00 474.00 734.00 775.00, 805.00 1021.00 1316.00 1685.00 1908.00 883 74.00 329.00 729.00 643 58 58 58 58 58 56.00 58.00 45.89 46.00 58.00 54.00 54.00 54.00 55.30 643 58 58 58 58 58 56.00 58.00 45.89 46.00 58.00 54.00 54.00 54.00 55.30 643 747 58.00 51.10 54.00 827 55 45.89 55 55 58 112.00 568.00 734.50 784.00 827.00 1097.00 1453.00 1753.00 1963.00 827 55 45.89 55 55 58 112.00 568.00 134.50 784.00 827.00 1097.00 1453.00 1753.00 1963.00 827 839 82.00 422.00 747.00 29JUN98 OR GR GR GR GR ET x1 CI GR GR GR GR GR GR GR GR NC ET x1 CI x3 GR GR GR GR GR GR sc ET x1 x2 x3 BT BT BT QT NC ET x1 GR GR GR 46.0 58.0 56.0 56.0 54.7 29.18 803 60.5 59.0 58.0 46.0 48.0 58.0 59.3 58.3 0.03 09:40:42 766.00 839.00 1155.00 1595.00 1990.00 36 44.32 . 00 198.00 563.00 780.00 830.00 1163.00 1558.00 1985.00 0.03 7.1 44.00 58.00 56.00 56.00 . 00 9.1 752 0.035 61.00 58.00 58.00 44.50 58.00 58.00 59.60 . 00 0.016 9.1 788.00 883.00 1236.00 1675.00 . 00 850 2 99.00 255.00 648.00 800.00 850.00 1258.00 1639.00 . 00 DOWNSTREAM FACE OF RANCHO CARLSW BRILGE 30.12 -1 10 61.0 45.0 45.0 45.0 60.0 70.0 26 44.47 .oo 775.90 789.00 813.90 1256.00 2198.00 775.9 0.035 60.00 45.00 44.90 45.00 60.00 . 00 814 2 528.00 776.00 801.00 814.00 1516.00 .oo 3.012 .5 2.6 7.1 9.1 UPSTREAM PACE OF RANCXO CARLSBm BRILGE 30.50 2 56 10 -7 528 60 800 58.4 1256 60.0 2 7590 7590 .035 ,035 .03 .1 7.1 120.4 10375 15 1012 1086 70 470 56 510 58.4 1000 57.4 1012 48 1067 57.8 1086 43.60 56.00 56.00 56.00 . 00 107 2 65.00 57.40 58.00 44.50 58.00 58.00 59.80 . 00 89 2 58.80 45.00 45.00 56.00 60.00 . 00 11 38 58.4 646 880 .3 58 54 46 58 795.00 910.00 1329.00 1755.00 . 00 121 100.00 343.00 733.00 803.00 872.00 1353.00 1720.00 . 00 100 -01 646.00 788.10 801.10 835.00 1619.00 . 00 12 38 58.8 58.8 58 660 1031 1190 44.00 56.00 56.00 56.00 . 00 114 61.00 56.80 56.00 44.50 58.00 58.50 60.00 . 00 775.9 94 58.00 45.00 45.00 57.50 58.00 . 00 40 775.9 38 470 58 56 45.2 58.5 802.00 992.00 1422 .OO 1835.00 . 00 100.00 430.00 752.00 810.00 969.00 1415.00 1800.00 . 00 814 700.00 788.20 801.90 879.00 1928.00 . 00 10.1 814 730 1030 1420 870 1042 1300 46.00 56.00 56.00 55.30 . 00 752 60.00 58.00 48.00 46.00 58.00 59.10 59.20 .oo 778 56.00 45.00 45.00 60.00 60.00 .oo 44.9 778 58.6 60.8 950 57 46.2 60 PAGE 8 812.00 1073 .OO 1515.00 1913.00 . 00 850 140.00 477.00 770.00 823.00 1066.00 1477.00 1893.00 . 00 812 755.00 788.90 802.00 980.00 2043.00 . 00 44.9 812 1150 970 1053 1630 29JuN98 ET x1 GR GR GR GR GR GR ET x1 GR DR GR GR GR OR ET x1 GR GR GR GR ET x1 GR GR GR GR GR GR ET x1 GR GR GR OR GR ET x1 GR GR GR GR 10460 75 56 47 58.7 58 58 10620 75 58.4 50 58.7 57.5 60 10810 75 48.9 60 57.3 10980 75 52 54 60.2 57 70 11185 75 52 60.3 60.8 62 ET 11340 75 52 62.7 80 09:40:42 7.1 28 335 567 855 1308 1732 7.1 27 391 542 871 1345 1670 7.1 19 410 999 1392 7.1 26 217 265 627 1022 1342 7.1 22 260 389 807 1222 16 247 421 765 50.4 544 60 57 48 58.5 57.5 60 30.4 502 60 58 58 58.5 57.1 70 9.1 385 60 50 58 58 9.1 185 70 50 60 60.2 56 12.4 237 65 50.2 60.7 60.6 70 4.4 9.1 233 65 50.8 63.1 597 35 430 577 946 1408 1764 555 35 480 555 968 1430 1750 475 45 414 1097 1457 279 87 232 279 711 1087 312 27 272 466 889 1262 282 35 254 490 95 59 58 58 58.4 57.1 70 165 59.6 58 58.5 58.3 56.6 190 60 50 57.5 60 170 65 49.6 60.5 60.1 57 200 63.5 52 61 60.4 145 64.4 52 63.5 75 110 524 597 1036 1508 1832 110 124 502 616 1066 1515 200 385 434 1174 1487 170 124 237 377 794 1152 210 99 279 542 970 165 101 263 569 75 85 58 56 58.4 58.3 56.6 150 160 59.2 50 59 58.2 57.3 180 190 52 58 57.1 70 1 170 60 50 60.4 60 58 1 205 62 54 60.9 60.2 1 155 63.8 62 64 930 185 544 681 1127 1607 920 213 515 676 1163 1579 820 399 457 1251 1567 670 167 245 461 877 1217 720 170 292 631 1051 167 282 648 PAGE 9 440 730 57 260 48 557 58.8 764 58.1 1218 57.3 1670 425 675 58.8 302 48.2 528 58.8 774 58 1260 58 1642 340 450 50 402 60 475 56.6 1327 198 266 60 185 52 249 60.3 544 58 957 60 1252 207 342 60 237 60 312 60.9 719 60 1132 62 233 62.4 352 70 672 - - 29JUN98 09:40:42 PAGE 10 - NC ET ET X1 11490 GR 90 GR 62.5 - GR 60 OR 66 - .06 10.4 9.1 11 290 66 236 62 338 64 545 90 .1 .3 2 150 63.5 51.7 65 338 55 290 360 605 110 64 52 64.5 190 72 310 401 127 318 453 63 181 52 325 65.5 499 ET - ET X1 11650 GR 90 GR 65 GR 52.1 GR 68 - - ET ET X1 11920 OR 11.6 GR 68 GR 67.2 - GR 61.3 GR 56 GR 70.7 - - ET ET x1 12100 GR 73 GR 68 GR 68.2 - GR 56.8 - ET ET - X1 12340 GR 76 GR 10 - GR 70.5 GR 70 GR 11 - GT 2 m ET - X1 12590 GR 82 GR 60.3 - OR 83 5.4 9.1 17 380 68 227 64.7 411 54 587 18 3 160 65.1 64 65.3 432 52 218 411 620 185 66 64.3 64 135 14 329 432 125 380 484 65.3 176 54 405 66.1 536 10.4 9.1 21 1265 344 70.9 630 61.8 892 61.1 1109 67.5 1285 55 1435 12 10 270 69.5 67.5 67 66.9 68 1325 401 686 940 1152 1293 1490 400 70.2 61.1 61.1 61.8 56 225 459 141 982 1195 1300 516 796 1024 1230 1325 68.1 573 67.4 844 67 1065 66 1265 69.3 1380 6.4 9.1 19 898 72.3 240 68 733 68.3 918 58 5 180 70.8 68.1 68 76 965 54 468 785 925 140 71.5 68.1 68.1 10 185 108 521 842 965 162 621 898, 980 70 215 68.2 680 58 910 9.4 9.1 25 815 45 12 260 69.6 538 71 815 60 927 12 3 240 68 69.9 12.1 60 14 872 90 312 595 830 981 180 68 69.7 11.6 59.2 13 262 135 368 653 840 1036 185 424 110 845 1090 69 223 70 480 11.1 163 10 812 84 1140 1520 7520 3.4 9.1 11 490 35 12 565 62 110 2 250 70 14 595 70 512 250 72 72 250 490 595 62 552 16 675 520 635 - - 29JUN98 09:40:42 PAGE 11 - ET ET X1 12710 GR 86 GR 62 - 7.4 9.1 533 72 70 3 120 62 74 10 57 580 593 113 593 120 72 72 120 533 636 563 678 60.7 573 84 698 - ET ET X1 12910 GR 98 GR 62 GR 100 - 4.4 9.1 455 74 72 2 200 62 75 11 20 485 635 508 70 508 220 74 74 195 455 518 475 549 61.4 480 76 580 ET - ET X1 13340 - GR 93 GR 74.8 GR 72 GR 79.2 - NC ET - X1 13600 GR 90 GR 68 GR 83.7 - ET 10.4 10.4 348 78 74 75 79.6 19 54 300 413 634 446 108 348 446 686 435 77.2 66 78 80 410 156 378 478 738 430 76.4 65.9 78.4 92 204 383 530 783 75.6 252 66 388 78.8 582 .06 9.1 65 82 74 85.6 10.4 12 155 15 155 418 250 78 77 285 65 198 260 68 80 95 240 67.7 100 81.9 300 105 359 X1 13740 82 GR GR 72 GR 78 - - ET ET X1 13860 GR 84 GR 75 - ET - ET ET - X1 13880 ET X1 14040 GR 89.5 GR 76 GR 82.5 GR 90 - - 13 80 80 71 80 5.4 9.1 135 82 76 10.4 9.1 8.4 175 20 140 250 135 78 72 84 144 52 160 270 140 76 74 70 175 74 80 76 195 95 220 10 170 295 35 220 160 80 78 60 100 295 120 78 80 .707 135 348 76 155 85 395 20 20 20 3 9.1 365 86 75.7 83 16 165 420 543 785 495 220 430 590 115 84.7 76 83.5 215 269 445 638 160 83.3 80 84 317 460 685 82 365 82 495 87 735 - 29JUN98 09:40:42 - PAGE 12 - ET 12.4 9.1 195 86 82 87 ET 14190 90 78 84 1 150 78 86 x1 GR GR GR - - ET 13 145 275 493 345 169 305 525 145 82 86 90 160 195 345 557 225 355 77 245 84 410 10.4 9.1 50 88 85 100 ET 14430 120 86 90 x1 GR GR GR - - ET 12 160 50 198 430 235 82 84 255 85 235 240 80 84 100 295 82 135 87 335 160 375 5.4 9.1 75 90 93 ET 14900 100 92 - x1 GR GR - NC ET 10 200 142 40 247 485 86 94 440 75 293 470 84 95 110 339 86 142 96 385 .2 .4 10.4 9.1 157 98 94 100 9.1 ET 15200 99 88 98 ET 1 300 88 96.7 250 97 250 445 325 96 96 225 115 295 12 64 217 427 157 339 86.5 190 97.3 383 2 x1 GR GR GR - - 15360 102 96 97 ET 15 38 186 352 216 100 90 98 10.4 291 61 216 387 175 99.3 88 100 140 99 256 421 160 98.7 90 101 137 291 466; 98 175 96 316 102 511 x1 OR GR GR - 15560 104 99.5 100 13 78 276 420 314 102 99 102 420 125 314 466 175 101.3 98.5 106 165 163 352 500 200 100.7 98 200 390 100 237 97 395 QT ET NC - x1 CI x3 GR GR GR GR GR GR - - - 2 8970 7.1 0.04 29 34.59 8970 9.1 0.035 158.02 0.035 0 320 158 308 0.04 -5.1 286.02 10 43.58 32.09 32.09 40 35.1 42 .1 307.67 2 .3 83 2 45 14 60 0 177.84 224.36 263.98 290.42 331.58 43.58 32.09 38.01 38.01 36 40 0.39 180.0 236.20 274.58 292.22 336.34 42 32.09 40 36 38.01 38 158.02 190.00 240.18 279.82 297.32 367.74 40 32.09 42 35.1 40 36 162.02 200.00 244.18 281.62 301.85 386.12 38.00 166.02 32.09 220.36 42 260.67 35.1 286.02 42 307.67 - - 29JUN98 09:40:42 PAGE 13 GT ET x1 CI 08 GR GR GR GR GR ET x1 CI x3 GR GR GR GR ET x1 CI x3 GR GR GR GR ET Xl CI x3 GR GR GR GR GR ET x1 CI x3 GR GR GR GR 2 5.11 286.02 43.58 32.09 32.09 40 35.1 42 1550 7.1 29 34.83 0 177.84 224.36 263.98 290.42 331.58 1550 9.1 158.02 0.035 43.58 32.09 38.01 38.01 36 40 307.67 2 0.39 180.0 236.20 274.58 292.22 336.34 9.1 cALAv6FS.S (IREEK QlOO = 1620 CFS 310 140.88 10 42 38.01 40 42 400 177.42 10 44.37 37.4 42 42 580 238.67 10 45.61 40 38.01 51.35 41.89 750 206.31 10 47.69 40 42 45.44 17 35.17 0 132.3 153.93 181.1 18 35.48 0 171.31 188.88 214.29 21 36.18 0 227.29 244.04 269.72 403.65 9.1 20 36.98 0 197.02 222.42 260 120.1 0.035 43.7 36.7 42 39.83 9.1 155.52 0.035 44 37.4 44.6 40.94 10.4 219.24 0.035 45.5 38.01 40 45.35 183.63 0.035 46.3 38.3 44 44.65 170 2 28 134.92 160.3 264.59 200 2 125 177.42 200 227.47 269.62 2 125 233.3 249.7 269.82 226.10 2 80 198.72 226.08 270 80 2 42 32.09 40 36 38.01 38 94 2 43.9 36.7 43.6 102.11 2 42 37.4 50.6 40.87 209.05 2 45.3 37.95 42 44 228 2 46 38.3 50 44.2 80 14 158.02 190.00 240.18 279.82 297.32 367.74 115 13 80 140.88 170 106.86 19 155.52 179.29 200.1 302.37 219.97 9 205 233.42 252.93 278.96 246.32 4 180 206.31 226.09 309.28 260.67 80 40 32.09 42 35.1 40 36 107 42 36.7 49.6 105.83 40 38.01 44.6 214.71 44 37.95 44 42.87 238.08 44 38.3 50 44.34 320. 162.02 200.00 244.18 281.62 301.85 386.12 120.1 146.83 170.1 163.52 180.49 200.2 219.24 238.67 255.29 296.02 183.63 213.89 226.10 342.38 260.67 38.00 32.09 42 35.1 42 120 40 38.01 43.6 155 38.01 40 44 42 37.95 45.35 42 0 42 40 44 44.34 308. 166.02 220.36 260.67 286.02 307.67 170 128.2 149.43 170.2 200 170.11 184.16 210 222.76 243.92 269.62 313.62 226.10 189.41 215.59 226.11 342.85 - 29JUN98 09: 40: 42 - PAGE 14 - x1 1000 CI 158.92 x3 10 GR 47.86 GR 42 GR 40 - GR 44 - X1 1230 CI 184.28 x3 10 OR 48.95 DR 48 GR 40 GR 42 GR 47.7 - - - ET X1 1470 CI 216.92 x3 10 GR 50.77 GR 44 GR 42 GR 54.12 - -. ET x1 1810 CI 194.71 GR 51.65 GR 46 GR 44 - -_ -ET x1 2100 CI 207 GR 53.21 GR 48.01 GR 50.01 GR 58 -_ - x1 2420 CI 183.11 - GR 56.01 GR 50.01 GR 50 - X1 2700 CI 279.09 GR 56.01 GR 52 GR 50.01 GR 56.53 - - 19 37.66 3.13 149.08 165.96 185.02 24 38.27 0 80.88 178.55 194.77 240 7.1 19 39.2 0 206.48 222.59 250.1 15 40.31 0 185.8 205.05 16 41.27 0 199.9 218.48 295.67 13 42.22 0 172.67 188 17 43.02 0 270.62 287.17 355.54 142.26 0.035 47.2 40 42 46.09 159.5 0.035 48.95 48.01 39.7 46 46 9.1 190 0.035 49.3 42 44 54.12 9.1 182.41 0.035 50.01 43 46.01 10.4 186.64 0.035 53.21 46 52 169.97 0.035 54.9 48.01 52 264.04 0.035 57.3 50 52 56.53 179.45 2 40 151.88 177.07 205 202.86 2 1.16 159.5 179.15 202.86 255.16 250.00 2 100 211.25 225.74 250.2 215.94 2 100.48 186.41 209.45 227.59 2 0.74 203.9 225.35 194.71 2 75 178.21 194.71 299.87 2 93 271 292.24 356.91 198.2 2 47.4 39.1 44 44.9 232.09 2 48 46 39.7 46 46 278.11 2 48.7 40.4 46.01 48.13 356.57 2 49.93 43 48.01 320.23 2 51.66 46 54 289.88 2 56 47.9 55.05 278.81 2 56.56 48.8 54 199.3 4 125 153.68 179.45 297.22 231.15 4 50.94 165.5 184.28 210 259.81 255.21 4 190 214.45 229.47 250.4 340.74 4 115.73 188.41 211.95 325.32 4 90 207 227.59 286.3 4 115 178.41 258.5 279.52 4 170 273.4 297.27 200.3 46 39.1 44 44.9 233.74 47.81 44 39.7 52 47.3 0 265.53 48 40.4 48 50 350.45 49.6 43 50.01 320.55 54 46 56.01 287.6 0.01 56 47.9 279.08 0.01 56.01 48.8 56.01 142.26 158.92 185 300.45 66.74 169.17 189.4 210.01 316.9 250.1 197 216.92 235.39 356.05 155 194.71 215.94 186.64 210.1 283.36 165 183.11 264.04 279.09 299.87 44 39.1 50 47.81 42 40 46 197 46.01 40.4 48.12 183.1 48.01 43 52 52 48.01 58 52 47.9 54 48.8 56.8 146.28 164.16 185.01 68.72 173.66 190 210.02 250 201.68 219.39 250 216 182.41 203.05 263.54 191.81 214.1 293.57 169.97 187.8 267.58 284.77 325 - - 29JUN98 09:40:42 PAGE 15 -. X1 2980 15 191.57 221.01 292.93 294.29 293 CI 205.6 43.97 0.035 2 2 4 0.01 GR 58 0 59.5 120 58.6 165 56.01 191.57 52 198.1 GR 50 202.1 50 205.6 50 209.81 52 213.81 54 218.13 GR 56.01 221.01 58 232.1 58.7 245 58 257.5 57.77 271.04 - - 29JUN98 09:40:42 PAGE 16 - SECNO DEPPH CWSEL CRIWS WSELK EG HV KL OWSS L-BANKELEY Q QIAB aM QROB AWB ACH AROB VOL ?wA R-BANK ELEV TIME WB VCH VROB XNL XNCH XNR WTN EU4IN SSTA SIAPE XWBL XLM XWBR ITRIAL ILX Imm corn TOPWID ENDST - *PROF 1 __ CRITICAL DEPTH M BE CALCULATED AT ALL CROSS SECTIONS MN- .lo0 CEHV- ,300 ISECNO 6000.000 3280 CROSS SECXON 6000.00 EXTENDED 2.19 FEE’I - - 3495 OVERBANX AREA ASSUMED NON-EFFECTIVE, ELLEA- 36.80 ELREA- 32.20 .- 6000.000 7.79 32.19 32.07 32.19 32.49 .30 8680.0 .O 8680.0 .o .O 1982.3 -0 . 00 .oo 4.38 . 00 .ooo ,080 .ooo ,004926 0. 0. 0. 0 4 0 ‘SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 1.36 FEET 3495 OVEPBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= 39.30 ELREA- 6260.000 8.86 33.36 27.94 .oo 33.54 .18 8680.0 .O 8680.0 .o .O 2550.1 .o .02 . 00 3.40 .oo ,000 ,100 . 000 .003325 260. 260. 260. 2 14 0 ‘SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED .37 FEET 3495 OVERBplNK AREA ASSUMED NON-EFFECTIVE, ELLEA- 41.20 ELREA= 6560.000 9.37 34.37 28.89 .oo 34.55 .19 8680.0 .O 8680.0 .o .O 2506.2 .o .os . 00 3.46 . 00 .ooo ,100 .ooo ,003407 300. 300. 300. 2 14 0 . 00 .OO 36.80 .o .O 32.20 ,000 24.40 35.19 .oo 319.18 354.97 34.10 1.04 .Ol 39.30 1.9 34.10 13.5 ,000 24.50 39.11 .OO 318.32 357.42 35.80 1.01 .oo 41.20 4.1 35.80 30.9 ,000 25.00 14.75 .OO 310.86 325.62 29JUN98 09:40:42 PAGE 17 - - SECNO DEPTH CWSEL CRIWS WSELK EG w HL 0U)SS L-BIWK ELEV R-BRNK ELEV Q QWB w QROB AWB AM AROB VOL TWA TIME VWB VM VROB XNL XNM XNR SIOPE XWBL XLM XWBR ITRIAL IDC ICQW 03W MPWID EM)ST WTN EMIN SSTA - 'SECNO 6720.000 - 3495 OVEFSANK AREA ASSUMED NON-EFFECTIVZ. ELLEA= 42.10 ELREA- 37.10 .05 42.10 38.9 5.0 37.10 .05 . 00 4.75 .oo ,000 ,100 .ooo ,000 25.50 13.72 .006085 160. 160. 160. 2 14 0 .OO 216.36 230.08 6720.000 9.47 34.97 29.84 .OO 35.32 .35 .71 - 8680.0 .O 8680.0 .o .o 1828.7 .o - *SECNO 6960.000 - 3301 W CHANGED MORE THAN WINS 3302 WAENING: CONVEYANCE CXANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO - .62 6960.000 10.78 36.78 32.69 .oo 37.73 .95 2.23 .18 41.50 8680.0 .O 8680.0 .o .o 1112.3 .o 47.0 6.0 37.20 .06 .oo 7.80 . 00 .ooo .loo ,000 .OOO 26.00 7.61 .015968 240. 240. 240. 2 19 0 -00 126.28 133.89 'SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.50 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.48 .02 40.00 53.9 6.8 38.20 .07 . 00 7.00 . 00 .ooo .080 ,000 ,000 28.50 25.81 ,007968 250. 250. 250. 2 14 0 .OO 144.19 170.00 7210.000 11.20 39.70 35.13 .OO 40.46 .16 2.72 9060.0 .O 9060.0 .o .o 1294.3 .o 'SECNO ,001 MIMP CLSTA- 74.50 CELCH. 31.60 BW- 82.00 STCHL= 11.00 sm. 127.97 EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK'CU-YD VZXT= .OK*CU-YD 3301 W CHANGED MORE THAN WINS 29JUN98 09:40:42 SECNO DEPTH CWSEL CRIWS WSELK ED W m OWSS L-BANX ELEV Q QIOB QCH QROQ AIAB ACH AROB VOL TWA R-BIWK ELEV TIME me VCH VROB XNL XNM m WTN ELMIN SSTA SLOPE XWBL XLCH XWBR ITRIAL ID2 ICONT COPAR MPWID ENDST 3302 WARNING: CONVEYANCE CEANGE OWI'SIDE OF ACCEPTESLE RIUIDE, WATIO - 1.41 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE- 1 TARGET- 109.000 MWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 7.39 38.99 38.31 .OO 41.47 2.48 .49 .52 100000.00 7.0 100000.00 .08 .oo 12.64 . 00 ,000 .025 . 000 ,000 31.60 17.06 .003937 100. 90. 70. 4 14 0 .OO 108.44 125.50 8970.0 .O 8970.0 .o .o 709.5 .o 56.0 *SEW0 .010 CHIMP CLSTAn 74.50 CELCH= 31.60 BWr 82.00 STCHL= 11.00 STCHR- 127.97 EXCAVATION DATA AEX- 188.2SQ-FT VEXR= .OK'CU-YD VEXT- . OK*CI-YD 3301 W CEANGEC MORE THAN WINS 3370 NORMAL BRIKGE, NRD= 17 MIN ELTRD- 45.80 MAX Em= 43.30 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUt5D 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= 1 TARGET- 109.000 .010 7.07 38.67 38.67 .oo 41.83 3.16 .01 .20 100000.00 .o .O 628.6 .o 56.0 7.0 160000.00 8970.0 .O 8970.0 .08 . 00 14.27 . 00 ,000 ,025 ,000 ,000 31.60 18.95 ,007270 1. 1. 1. 0 15 0 -47.11 106.55 125.50 - 'SECNO 1.100 CHIMP CLSTA= 79.00 CELM= 31.60 BW= 87.00 STML- 22.55 STCHR= 133.50 __ EXCAVATION DATA REX= 19O.OSQ-Fp VEXR= .BK*CU-YD VEXT= .8X'CI-YD PAGE 18 - 3301 HV CEANGED MORE THAN WINS 29JUN98 09:40:42 PAGE 19 SECNO DEPTH CWSEL CRIWS WSELK EG Hv HL OWSS L-BANKELEV R-BANK ELEV Q QWB m QROB AWB AM AROB VOL TWA TIME VIXIB VM VROB XNL XNM XNR WTN ELMIN SSTA SWPE XWBL XLCH XWBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO - 1.63 3310 NORMRL BRIDGE. NRD= 18 MIN ELTRD= 45.80 MRX ELLC. 43.30 3410 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET- 109.000 UPSTREAM FACE OF EL WINO = BRIDGE 1.100 9.28 40.88 38.36 .on 42.46 1.58 .46 .16 100000.00 a9io.o .o 8910.0 .o .o 890.3 .o 57.9 1.3 100000.00 .08 .no 10.08 .oo ,000 ,025 .ooo ,000 31.60 24.50 .002152 110. 110. 110. 4 15 0 -61.81 109.00 133.50 *SECNO 1.110 CHIMP CLSTA. 79.00 CELM= 31.60 BW= 81.00 STCHL= 22.55 STMR= 133.50 EXCAVATION DATA AEX- 190.OSQ-FI VEXR- .OK"CU-YC VEXT- .8K*CU-YE 3410 ENCROACENENT STATIONS- 24.5 133.5 TYPE- 1 TARGET- 109.000 1.110 9.61 41.21 38.07 .OO 42.49 1.28 . 00 .03 100000.00 8970.0 .o 8910.0 .o .O 988.4 -0 51.9 1.3 100000.00 .08 . 00 9.01 . 00 ,000 .025 .ooo ,000 31.60 24.50 .001405 1. 1. 1. 2 19 0 .OO 109.00 133.50 *SECNO 2.000 - 3410 ENCROACHMENT STATIONS= 1.0 149.4 TYPE= 1 TARGET- 148.400 IMPROVED CW24NEL - 2.000 9.52 41.22 38.61 .OO 42.64 1.42 .ll .04 42.00 1.5 100000.00 .08 . 00 9.51 . 00 ,000 ,025 .on0 ,000 31.10 31.51 .001712 70. 10. 75. 2 15 0 .OO 111.47 149.03 8970.0 .o 8910.0 .o .O 936.8 .o 59.5 - - *SEW 2.900 3301 Hv CEANGED MORE THAN WINS - 29JUN98 09: 40: 42 SECNO DEPTH CWSEL Q QLOB QCH TIHE YLOB VCH SLOPE XMBL XLCH 3410 ENCROArnNl STATIONS- IMPROVED CHANNEL 2.900 9.08 40.98 8970.0 .O 8970.0 .08 .oo 12.21 .003087 155. 170. *SECNO 3.000 CHIMP CLSTA= 240.00 CELCH- EXCAVATION DATA AEX= 164.8SQ-FT VEXR- 3301 W CHANGED MORE THAN WINS 3410 ENCROACWNENT STATIONS. 3.000 9.99 42.09 8970.0 .1 8969.9 .09 .31 9.96 .004069 70. 75. 'SECNO 5.100 CHIMP CLSTA- 286.02 CELCH- EXCAVATION DATA AEX- 33.9SQ-FI Vk= CRIWS QROB VROB XMBR 1.0 39.73 .o .on 185. PAGE 20 WSELK 6c W HL 0IL)SS L-BANK ELEV R-BANK ELEV AID8 ACH MOB ML TWA XNL XNCH XNR WTN EIMIN SSTA 1TF.1- IDC imwr cum TOPWID ENDST 200.0 TYPE- 1 TARGET- 199.000 .27 42.00 .oo 43.29 2.31 .38 .o 134.7 .o 62.7 7.9 100000.00 .025 -000 ,000 31.90 97.05 3 15 0 .OO 99.10 196.15 ,000 32.10 BW= 65.00 STCHL- 180.00 STCHR- 310.00 .5X'cl-YD vEXT= 1.3X.N-YD 40.0 315.0 TYPE- 1 TARGET= 275.000 39.86 .OO 43.63 1.54 .26 .08 42.00 .o .2 900.9 .o 64.1 8.1 43.30 . 00 ,040 ,035 .ooo ,000 32.10 175.37 80. 4 11 0 .OO 128.84 304.21 34.59 BW- 14.00 STCBL= 158.02 STCHR- 301.84 .2K*N-YD VEXT- 1.SK.N-YD 3280 CROSS SECTION 5.10 EXTENDED 6.59 FEET - 3470 BNCROACEWZNT STATIONS= 1.0 320.0 TYPE- 1 TARGET- 319.000 AGUA HEDIONDA CONFLUENCE WITH CAIAVEFSS CREEK 5.100 10.50 42.59 40.30 .OO 43.90 8970.0 18.7 8939.5 11.8 17.5 910.1 .09 1.07 9.21 1.64 ,040 .035 - - ,004186 83. 60. 45. 2 15 *SECNO 6.210 CHIMP CLSTA- 511.00 CELCW- 32.26 BW- 45.00 STCHL- - 1.31 .25 7.2 65.5 ,040 ,000 0 . 00 467.69 STCHR- .02 42.00 8.4 42.00 32.09 98.95 221.05 320.00 565.00 29JUN98 09:40:42 - PAGE 21 SECNO DEPTH CWSEL CRIWS WSELK EG w HL OWSS L-BANKELEV R-BANK ELEV Q QWB QCH QROB AWB ACH AROB VOL TWA SWPE XWBL XLCH XWBR ITRIAL IDC ICONT cow TOPWID ENDST - TIME VWB VCH VROB XNL XNCH XNR WTN ELMIN SSTA - EXCAVATION DATA ABX- 187.5SQ-fT VEXR= .5K*CU-YE VEXT= 2. OK'CU-YE - 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA- 42.66 ELREA. 44.00 - AGUA HEDIONDA QlOO I 7600 CfS 6.210 10.55 42.81 40.61 .oo 44.54 1.73 .51 .13 42.66 - 7600.0 .1 7599.9 .o .1 719.6 .o 67.8 8.8 44.00 .09 .43 10.56 . 00 ,040 ,035 .ooo ,000 32.26 466.08 .004312 113. 121. 125. 2 15 0 .OO 94.76 560.84 *SECNO 7.580 CHIMP CLSTA- 553.00 CELCH= 32.46 BW- 49.00 STML= 507.00 STCHR- 600.75 EXCAVATION U&TA AEX= 274.3SQ-FT VEXR= 1.2K'CU-YE VEXT- 3.2K.N-YE 3470 ENCROAQIMENT STATIONS. 415.0 665.0 TYPE- 1 TARGET. 250.000 7.580 11.25 -43.71 40.53 .OO 45.06 1.35 .48 .04 42.00 9.1 44.08 .10 1.80 9.34 . 00 .040 .a35 ,000 .OOO 32.46 476.97 .002887 120. 137. 145. 2 15 0 .OO 123.04 600.01 7600.0 46.4 7553.6 .o 25.8 809.1 .o 70.3 'SECNO 9.150 CHIMP CLSTA= 552.00 CELCH= 32.69 BW- 47.00 STCHL= 500.00 STCHR. 599.58 EXCAVATION DATA AEX- 260.9SQ-FT VEXR- 1.6K'CU-YD VGXT- 4.7K'CU-YD 9.150 11.49 44.18 40.94 .oo 45.53 1.35 .47 .oo 44.00 7600.0 .1 7599.9 .o .3 815.9 .o 73.2 9.5 44.73 .10 .41 9.32 . 00 .040 .035 ,000 ,000 32.69 496.44 .003068 145. 157. 165. 2 15 0 .OO 102.03 598.48 'SECNO 12.200 CHIMP CLSTA- 540.00 CELCH= 33.15 BW- 50.00 STCHL- 493.00 STCHR- 590.83 EXCAVATION DATA REX- 323.2SQ-FT VEXR= 3.3K'CU-YE VEXT= 8.OK.CU-YE .02 44.00 12.200 12.08 45.23 41.12 .OO 46.33 1.11 .78 7600.0 35.4 7564.6 .o 28.3 894.6 -0 79.3 10.4 46.07 .ll 1.25 8.46 . 00 ,040 .035 .ooo .OOO 33.15 446.96 .002180 302. 305. 305. 2 19 0 .OO 142.20 589.16 29JUN98 09:40:42 PAGE 22 SECNO DEPTH CWSEL Q QLOB acH TIME vIx)B VCH SLOPE XLOBL XLM CRIWS WSELK ED w HL QROB AID8 AM AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL ILK ~rm cum OUSS L-BANK ELBY TWA R-BANK ELFJ EMIN SSTA TOPWID ENDST LSECNO 14.650 CHIMP CLSTA- 521.00 CELCH- EXCAVATION DATA AEX- 338.7SQ-FT VEXR- 33.52 BW= 50.00 STW= 470.35 STCHR- 569.00 3.OK'N-YD VEXT- 11.OK'CU-YD 14.650 12.32 45.84 7600.0 .O 7525.9 .12 . 00 8.08 ,001921 245. 245. 41.48 .OO 46.84 1.00 .50 74.1 .O 931.6 46.7 84.7 1.59 .ooo .035 ,040 .ooo 245. 2 14 0 . 00 .01 46.35 11.2 44.00 33.52 471.36 164.90 636.26 'SECNO 17.190 MIMP CLSTA- 506.00 CEL€M* EXCAVATION DATA AEX- 272.6SQ-FT VEXR= 33.89 BW= 44.00 STCHL- 452.00 STMR- 2.9K'CU-YD VEXT= 13.9K'CU-YD 555.00 17.190 12.37 46.26 7600.0 .O 7591.9 .13 .oo 8.76 .002487 254. 254. 42.36 .oo 47.45 1.19 .55 8.1 .O 866.5 11.2 90.1 .72 .ooo .035 ,040 .on0 254. 2 19 0 .oo .06 48.00 12.1 46.00 33.89 457.55 145.72 603.27 *SECNO 19.830 CHIMP CLSTA= 495.00 CELM= EXCAVATION DATA AEX= 274.6SQ-FT VEXR- 34.29 BW= 44.00 STCHL. 442.00 STwI= 542.00 2.7K'CU-YD VEXT= 16.6K'CU-YD 19.830 12.73 47.02 7600.0 .o 7575.4 .14 . 00 8.17 .002003 266. 264. 42.71 .OO 48.06 1.03 .59 24.6 .O 927.4 21.4 95.6 1.15 .ooo .035 ,040 .a00 262. 2 14 0 .ao .02 48.00 13.0 46.00 34.29 443.80 146.22 590.02 'SECNO 21.510 CHIMP CLSTA- 574.00 CELCH= EXCAVATION DATA AEX- 321.9SQ-FT VEXR- 34.54 BW= 44.00 STCHL= 520.00 STMR- 637.00 1.9K'CU-YD VEXT- 18.4K'CU-YD 3495 OVERBRNX AREA ASSUMED NON-EFFECTIVE, ELLEA- 48.00 ELREA- 46.20 21.510 13.00 47.54 42.95 .oo 48.40 .86 .33 7600.0 .o 7478.9 121.1 .o 997.3 96.9 99.5 .14 . 00 7.50 1.25 ,000 ,035 ,040 ,000 .001895 185. 168. 150. 2 14 0 . 00 .02 48.00 13.9 46.20 34.54 520.86 329.10 849.95 - 29JUN98 09:40:42 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK ED Hv HL OWSS L-BANKELEV Q QWB €Ql QROB I\II)B ACH AROB VOL TWA R-BANK ELEV TIME VUJB VCH VXOB XNL XNCH XNR WTN ELMIN SSTA SWPE mBL XLCH WBR ITRIAL IDC ICON'I WRAR TOPWID ENDST -. - *SEW 22.810 - CHIMP CLSTA- 670.00 CELM= 34.73 BW= 44.00 STML- 610.00 STCHR- 715.00 EXCAVATION DATA AEX- 349.1SQ-FT VEXP.. 1.6K'CU-YE VEXT- 2O.OK.CU-YD 3495 OVERBANK AREA ASSUMGD NON-EFFECTIVE, ELLEA- 50.00 ELREA- 46.00 .oo 50.00 954.9 204.1 102.9 14.7 46.00 .15 . 00 7.52 2.05 ,000 ,035 ,040 ,000 34.73 615.14 - .001661 137. 130. 127. 0 14 0 .OO 239.06 854.20 - 22.810 13.07 47.80 43.21 .OO 48.63 .83 .23 7600.0 .o 7181.4 418.6 .o 'SEQJO 25.410 CHIMP CLSTA- 752.00 CELCH= 35.12 BW- 44.00 STCHL= 677.00 STCHR- 803.76 EXCAVATION DATA AEX= 430.3SQ-FT V6XR- 3.8K'CU-YE VEXT= 23.8K'CU-YE .04 54.00 25.410 13.05 48.17 43.61 -00 49.15 .98 .47 7600.0 -0 7600.0 .o .O 958.6 .o 109.2 15.8 50.00 .16 .oo 7.93 .oo .ooo ,035 ,000 .OOO 35.12 694.00 ,001987 253. 260. 265. 2 11 0 .OO 106.10 800.10 'SECNO 25.860 CHIMP CLSTA- 761.00 CELCH= 43.83 BW= 44.00 STCHL= 708.00 STCHR= 797.03 EXCAVATION DATA AEK. 45.OSQ-FT VEXR= .4K'CU-YE VEXT= 24. ZK'CU-YK 3301 W WGED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACKMXNT STATIONS= 338.0 1188.0 TYPE= 1 TARGET- 850.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 54.00 Em= 50.85 .70 54.00 15.9 50.85 ,035 .040 .OOO 42.30 715.88 25.860 8.75 51.05 51.05 .OO 54.36 3.31 .17 1600.0 .o 7599.8 .2 .O 520.4 .2 110.0 .16 .oo 14.60 .83 ,000 .010492 48. 45. 52. 0 20 0 .oo 83.09 798.97 29JUN98 09:40:42 SECNO DEPTH CWSEL Q QWB QCK TIME VWB VCH SLOPE XWBL XLCH *SEm 27.140 MIMP CLSTA- 763.00 CELCH- EXCAVATION DATA AEX. 64.1SQ-FT VEXR= CRIWS WSELK Bo HY HL QROB AIOB ACH MOB VOL VROB rn XNCH XNX WTN XWBR ITRIAL IDC 1mNT mRAR 43.96 BW- 44.00 STCHL- 643.00 STCHR. .2K*CU-YD VEXT- 24. 4K'CU-YD 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 58.00 ELREA- 58.00 DOWNSTREAM FACE OF RANCHO CARLSBAD WOODEN PLANK BRIDCE 27.140 9.66 52.36 51.98 .OO 55.40 3.04 1.01 7600.0 .O 7600.0 .o .o 543.3 .o 111.3 .16 . 00 13.99 . 00 ,000 ,035 ,000 .OOO ,008759 101. 106. 111. 2 8 0 . 00 *SECNO 27.150 MIMP CLSTA= 763.00 CELM= 43.96 BW- 44.00 STCHL- 643.00 STCHR- EXCAVATION DATA AEX- 64.lSQ-FT VExR= .OK'CU-YD VEXT- 24.4K'CU-YD 3301 W CHANGED MORE THAN WINS 3370 NORMAL BRIDDE, NRD= 15 MIN ELTRD= 58.00 MAX ELLC= 58.00 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3495 OVERBANK RRWL ASSUMED NON-EFFECTIVE. ELLEA= 58.00 ELREA- 58-00 27.150 9.88 52.38 52.38 .oo . 55.99 3.61 .Ol 7600.0 .O 7600.0 .o .o 498.4 .o 111.3 .16 .oo 15.25 . 00 .ooo .035 .ooo ,000 ,016052 1. 1. 1. 0 16 0 -48.89 *SECNO 27.160 CHIMP CLSTA- 763.00 CELCH- 44.04 BW= 44.00 STCHL= 643.00 STCHR= EXCAVATION DATA AEX= 60.6SQ-FT VEXR= .lK*CU-YD VEXT- 24.5K.CU-YD OIOSS L-BANK BLEV TWA R-BANK ELEV EWIN SSTA TOPWID ENDST 827.00 .03 58.00 16.1 58.00 42.70 723.81 78.02 '801.82 827.00 .17 58.00 16.1 58.00 42.50 723.79 78.06 801.84 827.00 PAGE 24 - 29JUN98 09: 40: 42 PAGE 25 SEW DEPTH OlSEL CRIWS WSELK EG w HL OWSS L-BANKELET Q QWB QCH QROB AIAB AM AROB VOL TWA R-BRNK ELEV TIUE VWB VCH VROB XNL XNCH XNR WTN ELMIN SSTA - SWPE XWBL XLCH XWBR ITRIm IDC Icom corn TOPWID ENDST - 3301 HV CHANGED MORE THAN WINS 3370 NORMAL BRIDGE, NRD= 15 MIN ELTRD. 58.00 MAX ELLC- 58.00 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 58.00 Em= 58.00 27.160 11.19 54.49 52.59 .OO 56.71 2.22 .58 .14 58.00 7600.0 .O 7600.0 .o .O 636.1 .o 111.9 16.2 58.00 .16 . 00 11.95 . 00 ,000 ,035 .ooo .OOO 43.30 720.11 .008711 50. 50. 50. 5 15 0 -67.80 85.77 '805.89 'SECNO 27.170 CHIMP CLSTA- 763.00 CELM= 44.04 EW= 44.00 STCHL- 643.00 STCF!R= 827.00 BXCAVATION DATA AEX= 60.6SQ-FT VEXR- .OK'CU-YD VEXT. 24. SK'N-YD 3301 HY CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 3495 OVERBANK AREA ASSUMW NON-EFFECTIVE, ELLEA= 58.00 ELREA= 58.00 UPSTREAM FACE OF FANCHO cI\RLSBAD WOODEN PLANK BRIIEE 27.170 11.99 55.29 52.15 .OO 56.79 1.50 .Ol .07 58.00 7600.0 .O 7600.0 .o .O 774.1 .O 112.0 16.2 58.00 .16 .oo 9.82 .oo ,000 ,035 ,000 .OOO 43.30 718.51 .no3241 1. 1. 1. 3 15 0 .OO 88.99 807.49 'SEW'28.040 CHIMP CLSTA- 795.00 CELCH- 44.16 BW= 44.00 STML= 747.00 STCHR= 844.68 EXCAVATION DATA AEX- 117.OSQ-FT VEXR- .2K*CU-YD VEXT= 24.7K.W-YD 3280 CROSS SECTION 28.04 EXTENDED .98 FEET 29JUN98 09:40:42 SEQJO DEPTH CWSEL Q QLOB GCH TIME VWB VM SWPE XIABL XLM 3470 ENCROACLM3NT STATIONS= mins QROB VROB XIABR 686.0 WSELK ED w AWB AM AROB m XNM m ITRIAL IDC Imwr 883.0 TYPE- 1 TARGET- 3495 OVERBANK AWBA ASSUMED NON-EFFECTIVE. ELLEA- 54.00 ELREA- 28.040 12.09 55.69 7600.0 21.8 7578.2 .16 1.72 9.19 ,002732 64. 64. *SECXO 29.180 MIMP CLSTA= 803.00 CELCH- EXCAVATION DATA AEX- 72.lSQ-FT VEXR- 29.180 11.68 56.00 7600.0 .O 7600.0 .17 .oo 9.20 .002869 107. 114. 'SECNO 30.120 3301 HV CHANGED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEFl" ASSUMED 3470 ENCROACHMENT STATIONS= 52.31 .oo 56.99 1.31 .o 12.7 824.3 .o . 00 .040 .035 ,000 67. 0 19 0 197.000 58.00 .19 113.1 .ooo . 00 44.32 BW- 44.00 STCHL= 752.00 STCHR. .IK*CU-YD VEXT- 25.1X'CU-YD 52.63 .OO 57.32 1.31 .32 .o .o 826.0 .o 115.3 .oo .ooo .035 -000 ,000 121. 2 19 0 . 00 775.9 814.0 lYPE= 1 TARGET- 38.100 .02 16.3 43.60 108.13 852.36 .oo 16.6 44.32 96.36 PAGE 26 L-BA3K ELEV R-BANK ELEV SSTA ENDST 54.00 58.00 731.90 840.04 56.00 58.00 752.00 848.36 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 45.00 ELREA= 100000.00 DOWNSTREAM FACE OF WMO CARLSBAD BRIDGE .28 1.23 45.00 16.7 100000.00 .17 . 00 18.66 . 00 .ooo ,016 ,000 ,000 44.90 775.90 .003104 89. 94. 100. 0 11 0 .OO 38.10 814.00 30.120 10.78 55.68 55.68 .OO 61.08 5.41 7600.0 .O 7600.0 .o .O 407.3 .O 116.7 29JUN98 09:40:42 - PAGE 27 SECNO DEPTH CWSEL Q QWB QCH TIME VXoB VCH SLOPE xu)BL XLCH - - SPECIAL CULVERT - sc CUNO CUNV mL.2 3 .012 .so - CRIWS QROB VROB XWBR COFQ 2.60 WSELK AIAB XNL ITRIAI RDLEN . 00 ED AM XNCH IDC RISE 11.00 w AROB XNR ImNT s PAN 12.00 HL VOL UTN cow CULVLN 40.00 CHART 10 - BOX CULVERT; 90-DEGREE -WALL; CHAMFERED OR BEVELED INLET EDGES SCALE 1 - INLET EDGES CU?.MFERED 3/4-INM - 5130, EGIC- 67.40. .MAY BE Tw LARGE IF INLET CONlROLS *SECNO 30.500 - SPECIAL CULVERT INLET CONTROL + WEIR FWW, EO = 60.49 5150, EG OF 60.49 LESS THlW XEG OF 61.08 SPECIAL CULVERT - EGIC EGOC H4 QWEIR QCULV VCH ACULV ELTRD 67.40 64.49 .OO 2233. 5373. 18.199 396.0 58.40 OWSS L-BANKELGV TWA R-BANX ELEV EMIN SSTA TOPWID ENDST CHRT SCL 10 1 WEIRLN 619 3470 ENCROACHMENT STATIONS- 775.9 814.0 TYPE- 1 TARGET. 38.100 3495 OVERBRNK AREA ASSUMED NON-EFFECTIVE, ELLEA. 45.00 ELRUL= 100000.00 UPSTREAM FACE OF RANCHO -BAD BRIDGE 30.500 11.04 55.94 . 00 .OO 61.08 5.14 . 00 -00 45.00 7600.0 .O 7600.0 .o .O 417.6 -0 117.0 16.7 100000.00 .17 .oo 18.20 . 00 .ooo .016 ,000 ,000 44.90 775.90 .002891 38. 38. 38. 6 0 0 .OO 38.10 814.00 CCW. .lo0 CEW= .300 'SECNO 10375.000 3280 CROSS SECTION 10375.00 EXTENDED 1.56 FEET 3301 Hy CEANGED MORE THAN WINS 3302 WAFNING: CoNVEy~CE CEANGE OUTSIDE OF ACCEPTABLE RANGE, FXATIO - 5.38 3470 ENCROACHMENT STATIONS- 470.0 1420.0 TYPE= 1 TARGET- 950.000 10375.000 16.36 61.56 56.64 .OO 61.61 .05 .02 .51 57.40 7590.0 4334.0 2255.0 1001.0 3070.7 904.2 1078.7 120.7 17.4 57.80 .18 1.41 2.49 -93 ,035 ,030 ,015 ,000 45.20 494.12 .000099 58. 58. 58. 4 8 0 .OO 925.88 1420.00 ELCHU 44.90 ELCW 44.90 29JUN98 09:40:42 SECNO DEPTH CWSEL CRIWS WSELK 6c W Q QWB QCH QROB AWE AM AROB TIME YLaB VCH VROB XNL XNM XNR SWPE XWBL XLM XWBR ITRIAL IDC Imwr % +SECNO 10460.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEFTABLE mGE, KFATIO - 1 TARGET- 3410 ENCROAWWT STATIONS- 75.0 930.0 TYPE= 10460.000 14.53 61.53 59.15 .OO 61.64 . 11 1590.0 3169.0 2299.1 1521.2 1933.9 515.0 993.9 .19 1.95 4.00 1.53 .035 .030 .035 .000304 95. 85. 75. 2 11 0 'SECNO 10620.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KFATIO = 3470 ENCR0AC"T STATIONS= 150.0 920.0 TYPE- 1 TARGET- 10620.000 13.29 61.49 60.21 .oa 61.15 .26 1590.0 2237.1 3059.6 2292.7 985.2 529.5 1022.3 .20 2.21 5.78 2.24 ,035 .030 .035 .000709 165. 160. 110. 2 14 0 "SECNO 10810.000 3301 HV CHANGED MORE THluu WINS 3302 WARNING: mNVEYANCE CHANGE OUTSIDE OF ACCEFTABlZ RANGE, KFATIO = 3470 ENCROACbMENT STATIONS. 10810.000 12.29 61.19 1590.0 569.4 6060.1 .21 2.33 9.01 ,002412 190. 190. 'SEW 10980.000 3470 ENCROACHMENT STATIONS= 10980.000 12.02 61.62 isgo. a 94.8 6330.1 .21 2.35 8.58 ,002005 110. 110. 180.0 61.14 959.8 2.34 200. 1.0 61.08 1165.0 2.28 170. 820.0 TYPE= 1 TARGET- .OO 62.21 1.02 244.1 672.1 410.1 .a35 .030 .035 3 9 0 670.0 TYPE- 1 TARGET= .OO 62.59 .97 40.4 737.7 512.0 ,035 ,030 ,035 3 11 0 HL ML WrN COWAR .57 owss TWA ELMIN TOPWID 855.000 . 01 .02 129.3 19.2 ,000 41.00 .oo 855.00 .65 110.000 .07 .04 139.4 21.8 ,000 48.20 .OO 710.00 .54 640.000 .23 .23 148.0 25.0 ,000 48.90 .OO 640.00 669.000 .37 . 01 153.1 21.2 ,000 49.60 .OO 516.92 L-BANK ELEV R-BANK ELBV SSTA ENDST 56.00 58.00 15.00 930.00 58.00 58.00 150.00 92a. 00 60.00 60.00 180.00 820.00 60.00 60.00 153.08 670.00 PAGE 28 29JUN98 09: 40: 42 SECNO DEPTH CWSEL Q QMB rn TINE VLOB VCH SMPE XLOBL XLM *SECNO 11185.000 1185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 11185.000 11.97 62.17 7590.0 191.8 5622.0 .22 2.43 9.78 .002709 200. 205. *SECNO 11340.000 7185 MINIMUM SPECIFIC ENERGY 3120 CRITICAL DEPTH ASSUMED 11340.000 14.02 64.82 1590.0 496.1 4852.9 .22 2.70 10.21 .002431 145. 155. CCW. ,100 CEW= ,300 'SECNO 11490.000 3301 W C"GW MORE T" WINS 11490.000 14.22 65.92 7590.0 3239.6 3363.6 .23 4.98 6.49 ,003254 110. 150. 'SECNO 11650.000 3301 W C"GED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3120 CRITICAL DEPTH ASSUMED 11650.000 13.70 66.40 7590.0 2500.3 4463.2 .24 5.83 9.86 .010064 185. 160. mxws QROB VROB XLaBR 1.0 62.11 1176.2 2.94 210. 64.82 2241.1 3.31 165. 64.13 986.8 3.84 190. 66.40 626.5 5.52 135. WSELK AUIB XNL ITRIAL ED W AM MOB XNCH m ID€ Imm 720.0 TYPE= 1 TI\RGBT- . 00 78.9 .035 0 .oo 183.7 ,035 0 . 00 650.8 .a35 4 . 00 429.1 .035 0 63.30 514.6 .030 6 65.92 472.7 .030 16 66.40 518.2 ,060 10 61.50 452.6 ,060 10 1.13 604.9 ,035 0 1.10 678.0 ,035 0 .48 256.1 .035 0 1.10 113.4 ,035 0 HL ML WTN mma 719.000 .48 159.2 .ooo . 00 .40 163.9 .ooo . 00 .42 168.7 ,000 . 00 .88 113.4 ,000 . 00 .os 29.8 50.20 551.91 . 00 31.9 50. 80 596.35 .06 33.8 L-BANK EW R-BANK ELEV SSTA ENDST 60.00 60.00 162.08 120.00 62.00 62.00 54.93 651.28 62.00 60.00 51.70 , 55.71 481.51 531.29 .19 64.00 35.6 64.00 52.70 69.61 455.22 524.83 PAGE 29 29JUN98 09:40:42 PAGE 30 - SECNO DEPTH CWSEL CRIWS WSELK ED nv HL OWSS L-BANKELEV Q QWB Qm QROB AI08 AM MOB ML lWA R-BANK ELEV TIME YLOB VM VROB m XNM m YIll EMIN SSTA SLOPE XMBL XLM XWBR ITRIAL IDC ICONT CURAR TOPWID ENDST - - *SECNO 11920.000 - 3301 HV CHANGED MORE THAN HVINS - 3302 WARNING: CONVEYANCE CKAGE OUTSIDE OF ACCEPTABLE RANGE, =TI0 = 1.65 .07 66.00 7590.0 4208.2 3341.7 40.1 1133.8 541.1 23.7 184.0 41.0 68.00 .26 3.71 6.18 1.69 ,035 ,060 ,035 ,000 55.00 547.40 ,003703 400. 270. 225. 2 6 0 .OO 822.42 1369.82 11920.000 14.06 69.06 68.45 .OO 69.44 .38 1.87 - *SECNO 12100.000 12100.000 12.91 69.71 69.39 .oo 70.12 .41 .67 .01 7590.0 4474.1 3115.9 .o 1089.4 494.2 .o 189.7 43.6 .27 4.11 6.30 . 00 ,035 ,060 ,000 ,000 56.80 .004930 140. 180. 185. 2 14 0 .OO 745.52 'SECNO 12340.000 3265 DIVIDED FWW 3301 HV CHlUUOED MORE THAN WINS 7185 MINIMUM SPECIFIC EWERGY 3720 CRITICAL DEPnr ASSUMED 12340.000 11.65 70.85 70.85 .OO 71.79 .94 1.46 .16 7590.0 3731.0 3808.8 50.1 618.5 414.6 20.0 195.8 46.6 .27 6.03 9.19 2.51 .035 .060 ,035 .ooo 59.20 ,010902 180. 240. 262. 0 14 0 .OO 619.41 *SECNO 12590.000 12590.000 13.05 73.35 72.99 .oo 73.98 .63 2.16 .03 7520.0 2484.2 4985.5 50.3 572.2 696.3 18.4 202.6 50.0 .28 4.34 7.16 2.74 .035 ,060 ,035 .OOO 60.30 9 0 .OO 556.84 ,007004 250. 250. 250. 2 68.00 70.00 218.53 964.06 70.00 70.00 102.91 918.88 72.00 72.00 65.26 622.10 29JUN98 09:40:42 PAGE 31 - - SECNO DEPTH CWSEL CRIWS WSELK ED W HL OUXS L-BANKELEV Q QLOB PM QROB ALaB AM AROB YOL TWA R-BANK ELEV TIME VIOB VCH VROB XNL XNCH XNR WTN SIOPE XIOBL XLCH XIABR ITRIU IDC Imm mm TOPWID ENDST EIMIN SSTA - *SECNO 12710.000 3302 WARNING: CONVEYANCE WOE OUTSIDE OF ACCEPTABLE RANGE, KFATIO I 1.52 .03 72.00 7520.0 3643.8 3051.8 824.4 928.6 540.3 187.0 206.6 51.5 70.00 .29 3.92 5.65 4.41 .035 ,060 ,035 .OOO 60.70 104.25 .003030 120. 120. 120. 2 9 0 .OO 574.13 678.38 12710.000 13.49 74.19 73.25 .oo 74.54 .35 .53 *SEW 12910.000 3301 W CHANGED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12910.000 13.99 75.39 75.39 .OO 76.40 1.00 1.01 .20 74.00 7520.0 2699.0 4544.3 276.7 539.1 477.9 54.1 213.2 54.1 72.00 .30 5.01 9.51 5.11 .035 ,060 ,035 ,000 61.40 67.09 ,008951 220. 200. 195. 0 9 0 .OO 494.15 561.24 ‘SECNO 13340.000 3301 W CHANGED MORE THAN WINS 3302 WARNING: WNVEYANCE CHANGE OUTSIDE OF ACCEPTABLE ME. KFATIO = 1.57 13340.000 12.42 78.32 76.63 .oo 78.79 .47 2.34 .os 74.00 7520.0 2843.0 4449.2 227.8 558.0 765.8 65.2 225.4 58.6 75.00 .32 5.10 5.81 3.49 .035 .060 ,035 ,000 65.90 106.83 ,003641 435. 430. 410. 3 14 0 .OO 413.31 520.14 *SECNO 13600.000 3301 IIV WGED MORE THAN WINS 13600.000 11.53 79.23 77.37 .oo 80.28 1.06 1.31 .18 78.00 7520.0 25.2 5947.2 1547.6 9.5 712.6 195.5 232.3 60.4 74.00 .33 2.64 8.35 7.91 .035 ,060 .035 ,000 67.70 49.57 ,007408 250. 260. 285. 2 19 0 .OO 179.71 229.28 29JUN98 09:40:42 SECNO DEFTH CWSEL CRIWS WSELK EO Q QMB Qa QROB AIKlB AM TIME VLOB VCH VROB XNL XNM SMPE XMBL XLCH XWBR ITRIAL IDC 'SECNO 13740.000 3302 WARNING: CONVEYANCE -E OUTSIDE OF ACCEPTABLE RANGE, 13740.000 9.44 80.44 7520.0 950.3 5046.7 .34 5.81 6.27 .003728 135. 140. '85- 13860.000 3301 W CHANGED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 13860.000 6.26 81.26 7520.0 698.1 5868.8 .34 9.40 10.65 .022448 160. 120. *SECNO 13880.000 3301 W CHANGED MORE THAN WINS 77.73 1523.0 6.38 144. 81.26 953.1 10.58 60. .oo 163.7 ,035 2 . 00 74.3 ,035 " 81.04 804.8 .os0 11 82.98 551.1 ,060 14 Hv AROB XNR Imtm KRRTIO = .60 238.9 -035 0 1.72 90.1 ,035 0 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO i 13880.000 7.40 82.40 81.27 .oo 83.33 .93 7520.0 1078.5 5209.7 1231.8 149.7 680.1 146.7 .34 7.21 7.66 8.40 .035 .060 .035 .008773 20. 20. 20. 4 5 0 'SECNO 14040.000 14040.000 8.40 84.10 83.88 .oo 85.09 .99 7520.0 454.7 5840.8 1224.5 79.8 685.4 207.6 .35 5.70 8.52 5.90 .035 ,060 ,035 .013021 115. 160. 215. 3 8 0 HL VOL m CORAR 1.41 .72 235.7 ,000 . 00 .86 238.2 .ooo . 00 1.60 .27 238.6 .ooo . 00 1.74 242.3 .ooo .on OMSS IWA EIMIN TOPWID .os 61.1 71.00 236.68 .34 61.7 75.00 212.73 .08 61.8 75.00 242.25 .02 63.0 75.70 396.57 PAGE 32 L-BANK ELEV R-BANK ELEV SSTA ENDST 74.00 74.00 15.55 252.23 78.00 78.00 41.69 254.43 78.00 78.00 19.76 262.01 82.00 82.00 289.92 686.50 - - 29JUN98 09:40:42 SECND DEPTH Q QLOB TIME yu)B SLOPE XLOBL - - 'SECNO 14190.000 - 3265 DIVIDED FWW 14190.000 8.93 1520.0 296.1 .35 5.89 ,007946 145. - - 'SEW 14430.000 - 14430.000 1.18 1520.0 .o .36 . 00 ,001'145 235. - CWSEL QM VM XLM 85.93 6019.2 7.04 150. 81.18 3309.1 6.23 240. *SEm 14900.000 - 3301 HV CHANGED MORE THAN WINS 14900.000 7.13 1520.0 1519.0 .37 11.14 .012696 485- - .- CCW= ,200 CEHV. - 'SEW 15200.000 15200.000 8.94 1520.0 1524.1 .38 10.49 .010841 325. - *SECND 15360.000 - 15360.000 9.15 1520.0 1171.8 - .39 9.18 .007491 115. 91.73 4471.0 9.93 470. ,400 95.44 5913.1 9.21 300. 91.15 5308.3 8.68 160. CRIWS QROB VROB XLOBR 84.80 1204.1 5.20 160. 86.85 4210.9 7.95 255. 91.11 1523.9 9.61 440. 94.04 82.8 3.55 225. 95.29 1033.9 8.09 140. WSELK ALOB XNL ITRIAL .oo 50.2 ,035 2 . 00 .o ,000 3 . 00 136.4 .035 2 . 00 145.3 ,035 3 . 00 128.3 .035 2 EG AM XNCH IC€ 86.64 854.8 ,060 11 88.59 530.7 -060 14 93.32 450.1 .060 12 96.84 631.9 .060 8 98.32 611.6 .060 20 HY ARDB XNR ICOW .lo 231.6 ,035 0 .82 529.1 ,035 0 1.59 158.5 ,035 0 1.40 23.3 ,035 0 1.17 121.8 ,035 0 HL VDL WM corn 1.52 246.0 .on0 . 00 1.92 252.1 .ooo .oo 4.49 261.1 ,000 . 00 3.48 266.9 ,000 . 00 1.44 270.0 .ooo . 00 PAGE 33 DLOSS L-BANKELEY TWA R-BAWK ELW EININ SSTA TOPWID ENDST .03 82.00 64.3 86.00 71.00 169.44 331.62 513.61 .03 88.00 66.1 86.00 80.00 51.29 294.08 345.38 .23 86.00 68.5 86.00 84.00 33.09 164.27 197.36 .04 88.00 69.6 94.00 86.50 111.94 164.46 282.40 .os 90.00 10.2 90.00 88.00 179.65 111.74 351.39 29JUN98 09:40:42 SEW DEPTH CWSEL Q QLOB w TIME WB VCH SLOPE XmBL XLM *SECNO 15560.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 15560.000 5.35 102.35 7520.0 3676.7 3407.5 .39 9.89 8.24 ,018097 175. 200. CCW. ,100 cEW= ,300 'SECNO -5.100 START TRIB COMP -5.100 5.100 42.588 CHIMP CLSTA= 286.02 CELCH= EXCAVATION DATA AEX- 33.9SQ-FT TEXR= -5.100 10.50 42.59 8970.0 18.4 8951.6 .40 1.07 9.23 .004205 83. 60. 'SECNO 5.110 CHIMP CLSTA= 286.02 CELCH- EXCAVATION DATP. AEX= 25.2SQ-FT WR= CRIWS QROB VROB XLOBR 102.35 435.8 6.94 165. WSELK ALOB XNL ITRIAL . 00 371.9 .Q35 0 EG ACH XNCH IDC 103.62 413.5 .060 14 Hv AROB m ICONT 1.26 62.8 ,035 0 HI, YOL m mm 2.09 273.8 ,000 . 00 34.59 BW- 14.00 STML- 158.02 STCHR- .lK*CV-YD TEXT- 25.3K.CU-YD . 00 .oo 43.91 1.32 .47 17.3 969.5 .O 275.1 -00 .040 .035 ,000 ,000 45. 0 0 0 . 00 .o 34.83 BW= 14.00 STML= 158.02 STCHR= .lK*CU-YD TEXT- 25.3K'CU-YD 3280 CROSS SECTION 5:11 EXTENDED 7.90 FEET 3301 Hv CHANGED MORE THAN WINS 3302 WARNING: CO"CE CHANGE OWEIDE OF ACCEPlYBLE RANGE. KRATIO - 3470 ENCROACHMENT STATIONS= 260.7 320.0 TYPE= 1 5.110 11.81 43.90 40.33 .oo 44.27 1550.0 .O 1506.4 43.6 .O 304.7 .40 .oo 4.94 1.86 .ooo ,035 ,001289 80. 80. 80. 3 19 TARGET. .37 23.4 .040 0 31 OLOSS TWA EIMIN TOPWID .04 71.3 97.00 352.31 307.84 1.66 71.7 32.09 208.51 307.67 PAGE 34 L-BANK ELEV R-BIWK ELEV SSTA ENDST 99.00 100.00 116.69 469.00 42.00 42.00 99.33 307.84 59.330 .10 100000.00 276.3 72.0 42.00 ,000 32.09 260.67 . 00 59.33 320.00 .27 29JUN98 09:40:42 PAGE 35 SECNO DEPTH CWSEL CRIWS WSELX EG Hv NL OWSS L-BANK ELEV R-BANK ELEV Q QWB QCH QROB AU3B AM MOB VOL TWA TIME vu)% VM VROB XNL XNM m WTN ELMIN SSTA SLOPE XWBL XLM XWBR ITRIAL IDC ICONT CORAR MPWID ENDST *SEW0 310.000 WIMP CLSTA- 140.88 CELCH- 35.17 BW- 13.00 STCHL- 120.10 SM(R= 170.15 EXCAVATION DATA AEX- 54.8SQ-FT VEXR= .ZK*CU-YD VEXT- 25.5K'N-YD 3280 CROSS SECTION 310.00 EXTENDED 4.22 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 42.00 ELREA- 46.56 CAL&VERAS CREEK QlOO = 1620 CFS .OO 42.00 1550.0 133.1 1416.9 .o 91.1 276.9 .O 277.2 72.3 46.56 .41 1.46 5.12 . 00 ,040 ,035 ,000 .OOO 35.17 . 00 .001630 94. 107. 115. 2 11 0 .OO 170.01 170.01 310.000 8.88 44.05 40.86 .oo 44.43 .37 .15 *SECNO 400.000 MIMP CLSTA- 177.42 CELCH= 35.48 BW- 19.00 STCHL- 154.78 STCHR. 204.62 EXCAVATION DATA AEX= 139.5SQ-FT VEXR= .4X'CU-YD VEXT- 25.9K'CU-YD 3280 CROSS SECTION 400.00 EXTENDED 3.37 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA. 42.05 ELREA. 44.33 .OO i 42.05 1550.0 55.1 1494.9 .o 45.8 315.0 .o 278.0 72.6 44.33 .41 1.20 4.75 . 00 .040 ,035 ,000 .ooo 35.48 44.45 .ooii68 102. 106. 107. 2 11 0 .oo 159.98 204.44 400.000 8.76 44.24 40.40 .oo 44.58 .34 .14 *SECNO 580.000 CHIMP CLSTA- 238.67 CELCH= 36.18 BW= 9.00 SMIL- 218.37 STCHR- 269.75 EXCAVATION DAT?. Am. 4l.lSQ-FT VEXR- .'IK*CU-YD VEXT- 26.6K.CU-YD 3280 CROSS SECTION 58o.oo EXTENDED 2.39 FEET 3301 HV CHANGED MORE THAN WINS 29JUN98 09: 40: 42 SECNO DEPTH CWSEL CRIWS WSELK ED Hv Q QLOB OCH QROB AWB ACH AROQ TIME VWB VCH VROB XNL XNCH XNR SWPE XWBL XLM XWBR ITRIAL IDC IWNT 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3495 OVERBANX AREA ASSUMED NON-EFFECTIVE. ELLEA- 44.08 E-= 580.000 8.10 44.28 42.47 .OO 45.18 .90 1550.0 .1 1549.9 .o .2 203.9 .o .42 .51 7.60 .oo .040 .035 ,000 ,004246 209. 215. 220. 2 19 0 . . VOL WTN cum .52 49.47 .43 279.4 ,000 . 00 'SECNO 750.000 CHIMP CLSTA= 206.31 CELCH= 36.98 BW= 4.00 STCHL. 183.63 STCHR= EXCAVATION DATA AEX. 8.8SQ-FT VEXR- .2K*O.-YD VEXT= 26.8K'CLT-YD 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 44.00 ELREA= 100000.00 750.000 8.36 45.34 43.48 .DO 46.10 .76 .91 .O 280.6 .43 1.53 6.98 .oo ,040 ,035 ,000 ,000 .OD3442 228. 238. 246. 2 15 0 . 00 1550.0 2.5 1547.5 .o 1.6 221.6 *SECNO 1000.000 CHIMP CLSTA= 158.92 CELM= 37.66 BW= 4.00 STCHL= 139.85 STCHR. EXCAVATION DATA AEX. 17.6SQ-FT VEX(- .lX'O.-YD VEXT- 26. 9K'N-D 32ao moss SECTION io00.00 EXTENDED 1.16 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 46.20 ELREA- 49.71 1000.000 8.40 46.06 44.40 .OO 46.86 .BO .75 1550.0 .o 1550.0 .o .O 216.0 .O 281.6 .44 .oo 7.18 . 00 .ooo ,035 ,000 ,000 .004109 198. 200. 199. 2 15 0 .DO omss TWA EMIN TOPWID .17 73.1 36.18 43.14 226.11 L-BANK ELEV R-BANK ELEV SSTA ENDST 44.08 49.47 216.22 259.36 .01 44.00 73.4 100000.00 36.98 181.19 44.89 226.08 185.014 .01 46.20 73.6 49.71 37.66 140.11 44.89 185.00 PAGE 36 29JUN98 09:40:42 PAGE 37 SECNO DEPTH CWSEL CRIWS WSELK ED Hy mL Q QLOB Qa QROB AIKlB ACH AROB VOL TIME YLaB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XWBR ITRIAL IDC icow cow *SECNO 1230.000 CHIMP CLSTA- 184.28 CELCH- 38.27 BW- 4.00 STCHL- 159.50 STCHR- EXCAVATION DATA AEX- 9.8SQ-FT VEXR- .lK*CU-YE VEXT= 27.OK.N-YE 3495 OVERBANK AREA ASSUl5D WON-EFFECTIVE. ELLEA- 48.01 ELREA- 50, 14 1230.000 8.79 4'1.06 45.23 .oo 47.89 .83 1.01 1550.0 .O 1550.0 .o .o 212.1 .o 282.8 .45 . 00 7.31 . 00 ,000 ,035 ,000 ,000 .004591 232. 234. 231. 2 12 0 . 00 *SECNO 1470.000 CHIMP CLSTA- 216.92 CELCH- 39.20 BW= 4.00 STML- 190.00 STCHR- EXCAVATION DATA AEX- 33.5SQ-FT VEXR- .ZK*CU-YE VEXT- 27.3K.CU-YE 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA- 48.70 ELREA- 48.12 1470.000 9.21 48.41 46.45 .OO 49.24 .83 1.35 1550.0 .o 1550.0 .o .o 211.8 .o 284.0 .46 .oo 7.32 . 00 ,000 ,035 ,000 ,000 ,005679 278. 266. 255. 2 11 0 . 00 "SECNO 1810.000 CHIMP CLSTA- 194.71 CELCH- 40.31 BW- 4.00 STCHL- 176.64 STCHR- EXCAVATION DATA AEX= 41.6SQ-FT VEXR= .SK'N-YE VEXT- 27.7K.m-YE 3302 WARNING: comymm CHANOE OUTSIDE OF ACCEPTABLE WE, ~TIO = 1.43 1810.000 9.62 49.93 47.40 .oo 50.60 .67 1.35 1550.0 43.8 1506.2 .o 27.5 226.0 .o 285.9 .47 1.59 6.67 .on ,040 .035 .ooo ,000 .002777 357. 350. 341. 2 19 0 . 00 OWSS L-BANKELEV IWA R-BANK ELEV EWIN SSTA TOPWID ENDST 210.01 .01 48.01 73.8 50.14 38.27 162.35 47.65 210.00 250.00 .OO 48.70 74.2 48.12 39.20 192.92 57.08 250.00 216.13 .02 48.34 74.8 50.02 40.31 114.68 101.28 215.96 29JUN98 09: 40: 42 SECNO DEPTH CWSEL Q QMB QCH TIME vlaB VCH SLOPE XMBL XLM *SECNO 2100.000 MIMP CLSTA- 207.00 CELCH= EXCAVATION DATA AEX- 187.6SQ-FI VEXR- 2100.000 9.58 50.85 1550.0 .O 1550.0 .48 . 00 6.99 ,003413 320. 321. 'SECNO 2420.000 CHIMP CLSTA- 183.11 CELM= EXCAVATION DATA AEX- 206.9SQ-FT VEX& 2420.000 9.62 51.84 1550.0 .O 1550.0 .50 . 00 6.94 .003345 290. 288. *SEW 2700.000 CHIMP CUT&.= 279.09 CELCH. EXCAVATION DATA AEX- 219.4SQ-FT VEX& 2700.000 9.76 52.78 1550.0 .O 1550.0 .51 . 00 6.75 .003106 279. 279. *SECNO 2980.000 CHIMP CLSTA- 205.60 CELM- EXCAVATION DATA AEX- 246.OSQ-FI VEXR= 2980.000 9.72 53.69 1550.0 .O 1550.0 .52 . 00 6.80 .003165 293. 293. CRRIWS WSELK EG w HL QROB AUlB AM MOB YOL VROB XNL XNM XNR WTN XMBR ITRIAL IDC ICONT CORAR PAGE 38 OWSS L-BANKELPI TWA R-BANK ELEV EIMIN SSTA TOPWID ENDST 41.27 BW- 4.00 STCUL- 179.87 STCHR. 1.4K'CU-YD VEXT= 29.lK.CI-YO 48.52 .OO 51.61 .76 .98 .o .o 221.6 .o 287.7 . 00 . 000 ,035 ,000 ,000 325. 2 19 0 . 00 42.22 BW= 4.00 STW= 153.55 STCHR- 2. IK'CU-YO VEXT- 31.2K'CU-YD 49.48 .OO 52.59 .75 .97 .o .o 223.3 .o 289.1 . 00 .ooo .035 .ooo -000 286. 2 15 0 .oo 43.02 BW- 4.00 STW= 250.96 STCHR- 2.2K'CU-YD VEXT= 33.4K'CI-YD 50.27 -00 53.49 .71 .90 .o .O 229.6 .O 290.6 . 00 ,000 .035 .ooo .ooo 280. 0 19 0 . 00 43.97 BW= 4.00 STCUL= 176.60 STCHR- 2. SK'N-YD VEXT- 35.9K.N-YD 51.22 .oo 54.41 .72 .92 .o .o 228.0 .O 292.1 .oo ,000 .035 .ooo ,000 294. 2 19 0 . 00 T1 AQUA HEDIOKWA CREEK, CARLSm, WISE H.C"GS HEDI96.HBC TO MODEL T2 CALAVERAS CREEK AT XS 5.1; WALL INTACT; PROFILE 2:lOOYR FW T3 FILE:FEK%S.HCZ 5/28/98 JN13182, L-R ICOKING D/S 231.99 .03 53.84 75.3 54.27 41.27 185.85 42.30 228.15 205.72 .OO 56.00 75.6 52.53 42.22 161.88 42.46 204.34 307.55 .OO L 56.09 15.9 56.25 43.02 257.57 43.05 300.61 236.09 .oo 57.47 76.2 58.22 43.97 184.15 42.89 227.05 - 29SUN98 09:40:42 PAGE 39 51 ICHECK IN0 NINV IDIR STRT METRIC WINS 0 WSEL FQ - 3 33.19 52 NPROF IPWT PRWS XSECV XSECH FN ALLEC IEW CHNIM ITBACE - 2 -1 -1 6 - 29JUN98 09:40:42 SECWO DEPTH CWSEL CRIWS WSELK EG Q QLOB PCH QROB A?dB AM TIHE VLOB VM VROB XNL XNM SLOPE XU)BL M.M XIOBR ITRIAL IDC 'PROF 2 CRITICAL DEPTH m BE ~CULIITED AT ALL CROSS SECTIONS MN- .loo cEw= ,300 *SEW0 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 3.19 FEET 3470 ENCROACHMENT STATIONS= 25.0 355.0 TYPE- w PlROB XNR IWNT 1 TARGET^ HL VOL m WRAR OLOSS IWA EIMIN MPWID PAGE 40 L-BANK ELEV R-BANX ELEV SSTA ENDST 330.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA- 36.80 E-= 100000.00 6000.000 8.79 33.19 28.75 32.19 33.43 .24 9090.0 .O 9090.0 .o .O 2303.2 .o . 00 .oo 3.95 .oo ,000 ,080 ,000 .003323 0. 0. 0. 0 7 0 *SEW0 6260.000 2800 NAT Ql- 1505.32 WSELK= 33.36 ENC Ql- 1818.93 WSEL= NAT Ql- 6313. RATIOS LOB, M. ROB= .OOOO ,2881 ,7119 WSEL. 3280 CROSS SECTION 6260.00 EXTENDED 2.06 FEET 3470 ENCROACHMEKT STATIONS- 28.0 359.0 TYPE- 4 TARGET- 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= 39.30 Em= 6260.000 9.56 34.06 28.03 33.36 34.23 .17 9090.0 .o 9090.0 .o .O 2774.1 .o .02 . 00 3.28 .oo ,000 ,100 ,000 .002790 260. 260. 260. 2 18 0 *SEC2fO 6560.000 2800 NAT Ql- 1487.08 WSELK- 34.37 ENC Ql= 1791.23 WSEL. NAT Ql- 1791. RATIOS LOB. CH. ROB- .OOOO 1.0000 .OOOO WSEL- 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELKFA- 6560.000 9.93 34.93 28.98 34.37 35.10 .18 9090.0 .o 9090.0 .o .o 2680.8 .o .05 . 00 3.39 . 00 .OOO ,100 .ooo .003020 300. 300. 300. 2 18 0 . 00 . 00 36.80 .o .o 100000.00 ,000 24.40 32.98 .OO 322.02 355.00 34.36 RATIO- -.2083 34.36 ,712 34.10 .01 39.30 .79 1.9 34.10 15.2 ,000 24.50 37.80 .OO 321.12 358.92 35.37 RATIO. -.2045 35.37 35.80 .87 .oo 91.20 33.9 4.1 35.80 .OOO 25.00 13.54 .OO 313.39 326.94 29JUN98 09:40:42 SEW DEPTH CWSEL CRIWS WSELK EO W Q QWB QCH QROB AWB ACH AROB TIME VLOB VCH VROB XNL XNCH m SWPE XWBL XLCH XWBR ITRIAL ID€ ICONT 'SE(N0 6120.000 2800 NAT QI- 1112.76 worn- 34.97 ENC QI- 1325.80 nsm- NAT Ql- 1326. RATIOS WB, CH, ROB- .OOOO 1.0000 .OOOO WSEL- 3495 OVERBRNK ARZA ASSUMED NON-EFFECTIVE, ELLEA- 42.10 ELREA- 6720.000 9.95 35.45 29.91 34.97 35.80 .34 9090.0 .o 9090.0 .o .O 1934.5 .o .06 . 00 4.10 . 00 ,000 ,100 ,000 ,005602 160. 160. 160. 2 14 0 'SEW 6960.000 2800 NAT Q1= 686.91 WSELK- 36.78 ENC 01- 808.33 WSEL- NAT pi- 808. RATIOS LOB. ai. ROB= .oooo i.oooo .oooo wsm- 3301 W CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE FSNGE, KRATIO - 6960.000 11.13 31.13 32.88 36.18 38.09 .96 9090.0 .O 9090.0 .o .O 1155.9 .o .06 .oo 7.86 . 00 ,000 .loo .ooo .015659 240. 240. 240. 2 19 0 *SEFNO 1210.000 2800 NAT ai- 1014.98 nsELK= 39.70 mc pi- 1201.37 wsm- NAT 01- 1203. RATIOS LOB. CH, ROB- .0012 ,9988 .OOOO WSEL- 3280 CROSS SECTION 7210.00 EXTENDED 1.71 FEET 35.91 RATIO- 35.97 31.10 .64 .05 42.4 5.1 .OOO 25.50 .oo 218.19 37.78 RATIO- 37.18 .60 2.11 .19 50.9 6.0 ,000 26.00 .OO 121.15 L-BANK ELEV R-BANK ELEV SSTA ENDST 1915 92.10 31.10 12.18 230.98 1768 91.50 31.20 1.05 134.81 40.10 RATIO- -.le36 40.10 3302 WARNING: CONVEYANCE CHANCIE OUTSIDE OF ACCEPTAgLB RANGE, KRATIO - 1.46 3470 ENCROACXMW STATIONS- 25.0 170.0 TYPE- 4 TARGET- ,001 7210.000 11.47 39.91 35.15 39.70 40.69 .72 2.58 .02 40.00 9090.0 .O 9090.0 ' .O .O 1333.5 .o 58.1 6.8 38.20 .07 . 00 6.82 . 00 ,000 ,080 .ooo .OOO 28.50 25.07 .007330 250. 250. 250. 2 14 0 .OO 144.93 110.00 PAGE 41 29JUN98 09:40:42 SE(NO DEPTH CWSEL Q QLOB QCH' TIME VIaB VM SLOPE XLOBL XLCH *SEQIO ,001 CHIMP CLSTA- 74.50 CELCH- EXCAVATION DATA AEX- 188.2SQ-FT VEXR- CRIWS WSELK EG Hv HL QROB AUJB ACH AROB YOL VROB XNL XNCH XNR m XICJBR ITRIAL IVC ICONT cow 31.60 BW= 82.00 STCHL- 11.00 STCHR- .OR'CU-YD VEXT= .OK*N-YD OWSS L-BANX ELEV TWA R-BANX ELBV ELMIN SSTA MPWID ENDST 127.87 3301 W CHANOED MORE THAN WINS 3302 WARNING: amyANcE CHANGE OUTSIDE OF ACCEPTABLE RRNGE, ~TIO - 1.47 3470 ENCROACEMENT STATIONS. 16.5 125.5 TYPE- 1 TARGET- 109.000 WWNSTREAM FACE OF EL CAMINO REAL BRIICE .43 .45 100000.00 8970.0 .O 8970.0 .a .o 749.7 .o 60.2 7.1 100000.00 .OB .oo 11.96 . 00 ,000 ,025 ,000 ,000 31.60 16.50 .003323 100. 90. 70. 3 11 0 .OO 109.00 125.50 ,001 7.75 39.35 38.35 38.99 41.57 2.22 'SECNO ,010 CHIMP CLSTA= 74.50 CELCH= 31.60 BW- 82.00 STCHL= 11.00 STCHR. 127.91 EXCAVATION DATA AEX= 188.2SQ-FT EXR= .OX'CU-YD mxT= .OK*CU-YD 3301 Hv CHANGED MORE THAN WINS 3302 WARNING: WNVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RIWGE, mTI0 = .69 3370 NORMAL BRIEGE. NRD- 17 MIN ELTRD= 45.80 MAX ELLC- 43.30 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE- 1 TARGET- 109.000 .010 7.16 38.76 38.67 38.67 41.83 3.07 . 00 .25 100000.00 .o 60.2 7.1 100000.00 .08 . 00 14.06 .oo ,000 .025 .a00 ,000 31.60 18.38 .006991 1. 1. 1. 3 15 0 -47.73 107.11 125.50 8970.0 .O 8970.0 .a .O 638.1 PAGE 42 29JUN98 09:40:42 SEMO DEETH CMSEL CRIWS WSBLK EG W HL OWSS L-BANKEWV Q QWB Qa QROB AWB AM AROB ML THA R-BANK ELEV TIME VWB VCH YROB XNL XNM XNR inn ELMIN SSTA SWPE XWBL XLCH XWBR ITRIAL IDC Imm corm TUPWID ENDST 'SECNO 1.100 MIMP CLSTA- 79.00 CELM- 31.60 BW- 87.00 STCHL- EXCAVATION DATA REX- 19O.OSQ-FT VEXR= .BK+CU-YD VEn= .BK'CU-YD 22.55 STCHR- 133.50 3301 W WED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANCE OUTSIDE OF ACCEPTABLE RANGE, K3ATIO = 1.59 3370 UO- BRINE. NRD= 18 HXH ELTRD- 45.80 MPIX ELLC- 43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE. 1 TARGET- 109.000 UPSTRElLM FACE OF EL CAMINO REAL BRINE 1.100 9.25 40.85 38.36 40.88 42.44 1.59 .46 .15 100000.00 .o 62.2 7.4 100000.00 .08 . 00 10.11 .oo ,000 .025 ,000 ,000 31.60 24.50 ,002777 110. 110. 110. 4 15 0 -61.62 109.00 133.50 8970.0 .O 8970.0 .o .o 887.4 'SECNO 1.110 MIMP CLSTA- 79.00 CELM= 31.60 BW= 87.00 SMIL= 22.55 SM(R= 133.50 EXCAVATION DATA ?+EX- 19O.OSQ-FT VEXR- .OK*CU-YD VEXT. .BK'CLT-M 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TXRGET- 109.000 1.110 9.59 41.19 38.07 41.21 42.47 1.29 . 00 .03 100000.00 8970.0 .O 8970.0 .o .o 985.9 .o 62.2 7.4 100000.00 .08 .oo 9.10 . 00 .ooo .025 .ooo ,000 31.60 24.50 .001417 1. 1. 1. 2 19 0 .OO 109.00 133.50 3470 ENCROACWMENT STATIONS- 30.0 149.4 TYPE- 1 TRROET- 119.400 IMPROVED CHANNEL 2.000 9.49 41.19 38.61 41.22 42.62 1.43 . 11 .04 42.00 8970.0 .o 8970.0 .o .o 934.0 .o 63.7 7.5 100000.00 .OB .oo 9.60 .oo .ooo ,025 .ooo ,000 31.70 31.61 .001727 70. 70. 75. 2 15 0 .OO 117.37 148.99 PAGE 43 29JUN98 09:40:42 SECNO DEPTH CWSEL P QLOB PCH TIME ma VCH SLOPE xwaL XLCH *SEW 2.900 3301 HV CHANGED MORE THAN WINS IMPROVED CHANNEL 2.900 9.05 40.95 8970.0 .O 8970.0 .09 . 00 12.25 .003119 155. 170. 'SECNO 3.000 CHIMP CLSTA= 240.00 CELCH- EXCAVATION DATA AEX- 164.8SQ-M VEXR- 3301 HV CHANGED MORE THAN WINS 3470 ENCROACXNENT STATIONS= 3.000 9.98 42.08 8970.0 .O 8970.0 .09 .on 9.97 ,004091 70. 75. 'SEW 5.100 CHIMP CLSTA- 286.02 CELCH- EXC&VATION DATA AEX- 33.9SQ-Fl VEXR- CRIWS QROB moa xwaR 39.73 .o -00 185. YSELK ma XNL ITRIAL . 00 .o ,000 3 ED ACH XNCH IDC 43.28 732.2 .025 15 HV moa m ICONT 2.33 .o .ooo 0 ra VOL m CORAR .39 67.0 .ooo . 00 32.10 aw- 65.00 STCHL- 180.00 STCHR- .SK*CU-YD VEXT- 1.3K'CLT-YD OLOSS TWA EIMIN TQPWID .27 8.0 31.90 99.00 310.00 L-am ELEV R-BANK EW SSTA ENDST 42.00 42.90 97.10 196.10 180.0 310.0 TYPE- 1 TARGET= 130.000 39.86 42.09 43.63 1.54 .27 .08 42.00 .o .o 899.5 .O 68.4 8.2 100000.00 .oo ,000 ,035 ,000 ,000 32.10 180.00 80. 4 11 0 .OO 124.16 304.16 34.59 aw- 14.00 STCHL- 158.02 STCUR= 307.84' .ZK*CU-YD VEXT- l. 5K.CU-YD 3280 CROSS SECXON 5.10 EXTENDED 6.56 FEET 3470 ENCROACHMENT STATIONS= 158.0 308.0 TYPE- 1 TARGET- 150.000 AGWA HEDIONDA CONPLUENCG WITH CALAVERAS CREEK 5.100 10.41 42.56 40.31 42.59 43.90 1.34 .25 .02 42.00 8970.0 .O 8970.0 .o .O 965.7 .1 69.7 8.3 42.00 .09 .02 9.29 .02 ,040 .035 .040 .OOO 32.09 158.00 ,004279 83. 60. 45. 2 11 0 .OO 150.00 308.00 PAGE 44 amm98 09:40:42 PAGE 45 SEQIO DE€TH CWSEL CRIWS WSBLK EG w HL OWSS L-BIWKELEJ Q QMB CW QUO8 AWB AM AROB VOL TWA R-BANK ELEV TIHE YLOB VCH VROB m XNCH XNR WTN EU4IN SSTA SLOPE XMBL XLCH XIOBR ITRIAL IDC ICVNT CORAR TOPWID ENDST *SEW 6.210 CHIMP CLSTA; 511.00 CELM- 32.26 BW- 45.00 STCHL- 467.69 SM(R- 565.00 EXCAVATION DATA PgX- 187.5SQ-FT VEXR- .SK*CI-YD VEXT- 2.OK'CLT-YC 3470 ENCROACHMENT STATIONS- 415.0 565.0 TYPE= 1 TARGET- 90.000 3495 OVERBANK ARm ASSUMED NON-EFFECTIVE, ELLEA- 100000.00 ELRBA- 100000.00 AGUA HEDlONDA QlOO = 1600 CFS .15 100000.00 6.210 10.18 42.74 40.55 42.81 44.57 1.83 .53 7600.0 ,O 7600.0 .o .O 699.1 .o 72.0 8.7 10~000.00 ,035 ,000 ,000 32.26 475.00 ,004445 113. 121. 125. 2 15 0 .OO 85.59 560.59 .09 .oo 10.87 .oo ,000 *SEW 7.580 CHIMP CLSTA- 553.00 CELCH- 32.46 BW- 49.00 STCHL= 507.00 STCHR- 600.75 EXCXVATION DATA AEX- 274.3SQ-FT VEXR- 1. 2K'W-YE VEXT- 3. ZK'CLT-YE 3470 ENCFXXCHMENT STATIONS- 501.0 592.0 TYPE- 1 TARGET- 85.000 '1.580 11.21 43.67 40.49 43.71 45.11 1.44 .50 .04 42.00 7600.0 .o 7600.0 .o .O 789.6 .o 74.3 8.9 100000.00 .10 .oo 9.63 . 00 .ooo ,035 .ooo ,000 32.46 501.00 ,003028 120. 137. 145. 2 15 0 .OO 85.00 592.00 'SEW 9.150 ClfIMP CLSTA- 552.00 CELCH= 32.69 BW= 47.00 STCHL= 500.00 STMR- 599.58 EXCAVATION DATA AEX- 260.9SQ-FT VEXR- 1.6K'N-YD VEXT- 4. lK'CI-YD - 3470 KNCROACHMENT STATIONS- 500.0 592.0 TYPE- 1 TARGET- 92.000 9.150 11.53 44.22 40.94 44.18 45.59 1.37 .47 .01 44.00 - 1600.0 .O 7600.0 .o .o 809.1 .o 11.2 9.3 100000.00 .10 . 00 9.39 . 00 .ooo ,035 .ooo ,000 32.69 500.00 .003000 145. 157. 165. 2 15 0 .OO 92.00 592.00 29JUN98 09:40:42 SEW DEPTH CWSEL Q QIDB QCH TIME VLOB VM SMPE XMBL XLCH *SEW 12.200 CHIMP CLSTA- 540.00 CELCH- EXCAVATION DATA ?.EX- 323.2SQ-FT VEXR- 3470 ENCROA- STATIONS- 12.200 12.10 45.25 7600.0 19.4 7580.6 . 11 1.14 8.55 ,002140 302. 305. SSECNO 14.650 CHIMP CLSTA- 521.00 CELCH- EXCAVATION DATA ?.EX- 338.7SQ-FT VEXR= 3470 ENCROACHMENT STATIONS- 14.650 12.30 45.82 7600.0 .a 7600.0 .12 . aa 8.30 .001997 245. 245. *SECNO 17.190 CHIMP CLSTA= 506.00 CELCH- EXCAVATION DATA AEX- 272.6SQ-FT VBXR- 3410 ENCROACHMENT STATIONS- 17.190 12.42 46.31 7600.0 .O 7600.0 .13 . 00 8.73 .002465 254. 254. 'SEW 19.830 CHIMP CLSTA- 495.00 CELCH- CRIWS WSELK 60 Hv HL QROB ALOB ACH AROB VOL VROB XNL XNCH m WrN XMBR ITRIAL IDC ICONT corn 33.15 BW= 50.00 STCHL- 493.00 STCHR- 3.3K*CU-YE VEXT- 8. OK'CU-YD OIDSS L-BANKELBY TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 590.83 483.0 583.0 TYPE- 1 TARGBT- 100.000 41.12 45.23 46.38 1.13 .77 .02 44.00 .o 11.2 887.1 .o 83.2 9.9 100000.00 . 00 ,040 ,035 ,000 .ooo 33.15 483.00 305. 2 19 0 .oo ioo.oa 583.00 33.52 BW- 50.00 STCHL- 470.35 STCHR= 569.00 3 .OK*CU-YE VEXT- 11.OK'CU-YE 479.0 569.0 TYPE= 1 TARGET- 90.000 41.49 45.84 46.89 1.07 .51 .01 100000.00 .o .a 915.6 .o 88.3 10.5 100000.00 .oo ,000 ,035 .ooo .OOO 33.52 479.00 245. 2 14 0 .OO 90.00 569.00 33.89 BW= 44.00 STCHL- 452.00 STCHR. 555.00, 452.0 555.0 TYPE= 1 TARGET- 103.000 42.36 46.26 47.49 1.18 .56 .03 48.00 .o .O 870.9 .o 93.5 11.0 100000.00 . 00 .ooo ,035 .ooo .OOO 33.89 457.40 254. 2 19 0 .OO 97.60 555.00 34.29 BW= 44.00 STCXL- 442.00 STCHR. 542.00 PAGE 46 29JUN98 09:40:42 SEW DEETH CWSEL Q QW0 Q€H TIME VUJB VCH SWPE XmBL XLCH EXCAVATION DATA AEX- 274.6SQ-FT VEXR= 3470 ENCROACENENT STATIONS= 19.830 12.17 47.06 7600.0 .O 7600.0 .14 . 00 8.17 .002021 266. 264. *SEW 21.510 CHIMP CLSTA= 574.00 CELCH= EXCAVATION DATA AEX- 321.9SQ-FT VEXR= 3470 ENCROA- STATIONS- CRIWS NSBLX EG QUO0 ALa0 ACH VROB XNL XNCH XWBR ITRIAL IDC 442.0 542.0 TYPE- w I& AROB VOL XNR WTN Imm corn 16.6K'CL-YD 1 TARGET- 100.000 OWSS TWA EIMIN TOPWID 42.71 47.02 48.09 1.04 .59 . 01 L-BANK GLEY R-BRIM ELN SSTA ENDST 48.00 .o 99.0 11.6 100000.00 . 00 .ooo ,035 ,000 .OOO 34.29 443.74 262. 2 14 0 .OO 98.26 542.00 .o .o 930.7 34.54 BW- 44.00 STML- 520.00 STMR- 637.00 1.9K'W-YD VEXT- 18.4K'CL-YD 520.0 637.0 TYPE= 1 TARGET- 117.000 3495 OVER3dNK AREA ASSUMED NON-EFFECTIVE. ELLEA- 48.00 ELREA- 100000.00 .01 48.00 21.510 13.00 47.54 42.95 47.54 48.44 .90 .34 7600.0 .O 7600.0 -0 .o 997.4 .o 102.7 12.0 100000.00 .14 .oo 7.62 .oo ,000 ,035 .ooo ,000 34.54 520.86 .001985 185. 168. 150. 2 14 0 .OO 116.14 637.00 'SEW 22.810 CHIMP CLSTA= 670.00 CELCH- 34.73 BW= 44.00 S"%= 610.00 STMR= 715.00 EXCAVATION DATA AEX- 349.lSQ-FT VEXR= 1.6K'CU-YD VEXT- 20. OK*CU-YD 3470 ENCROACHMBNT STATIONS= 610.0 740.0 TYPE= 1 TARGET= 130.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 50.00 ELREA- 46.00 .02 50.00 22.810 13.02 47.75 43.21 47.80 48.71 .96 .25 7600.0 .O 7503.2 96.8 .o 950.3 43.8 105.6 12.4 46.00 .035 .040 ,000 34.73 615.25 ,001840 137. 130. 127. 2 14 0 .OO 124.75 740.00 .15 . 00 1.90 2.21 ,000 PAGE 47 29JuN98 09; 40: 42 PAGE 48 SEW DEPTH CWSEL CRIWS WSELK EG W WL OWSS L-EANKELSV Q QIOE Kli QROE WB ACH AROB YOL TWA R-M ELEV TIME W.08 VCH VROB XNL XNCH XNR WTN ELHIN SSTA SWPE XWBL XLM XWBR ITRIAL ID2 imm mm TOPWID ENDST *SEQJO 25.410 CHIMP CLSTA- 752.00 CELCH= 35.12 BW- 44.00 STCHL- 677.00 SM(R= 803.76 EXCAVATION DATA AEX- 430.3SQ-PT VEXR= 3.8KfCU-YE VEXT- 23.8K.CU-YD 3470 BNCROACHHENT STATIONS- 677.0 800.0 TYPE- 1 TARGET- 123.000 25,410 13.12 48.24 43.69 48.17 49.20 .96 .49 .oo 54.00 7600.0 .O 7600.0 .o .O 966.5 .o 111.5 13.1 100000.00 .16 . 00 7.86 .oo ,000 ,035 ,000 ,000 35.12 693.78 .001939 253. 260. 265. 0 11 0 .OO 106.22 800.00 *SECNO 25.860 MIMP CLSTA- 761.00 CELCH- 43.83 BW= 44.00 STCHL- 708.00 STCHR- 797.03 EXCAVATION DATA AEX. 45. OSQ-FT VEXR= .IK*N-YE VEXT= 24.2K'CU-YD 3301 HV CHANGED MORE 7lW.N WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROAWMENT STATIONS- 708.0 789.0 TYPE= 1 TARGET. 81.000 3495 OVERBANK ASSUMED NON-EFFECTIVE, ELLEA- 54.00 ELREA- 100000.00 .76 54.00 13.2 100000.00 .16 . 00 15.00 . 00 .ooo .035 . 000 .OOO 42.30 715.74 .010661 48. 45. 52. 0 14 0 .OO 73.26 789.00 - 25.860 8.80 51.10 51.10 51.05 54.60 3.50 .17 7600.0 .o 7600.0 .o .o 506.6 .o 112.3 - 'SEW 27.140 CHIMP CLSTA- 763.00 CELCH- 43.96 BWr 44.00 SMa- 643.00 STCHR- 827.00 EXCAVATION DATA AEX. 64.1SQ-FT VEXR- .2K*N-YD VEXT- 24.4K.N-YD - 3301 W CHANGED MORE THAN WINS 29JUN98 09:40:42 PAGE 49 OWSS L-BANK ELEV R-BANK ELEV SECNO DEPTH CWSEL CRIWS WSELK ED Hv HL Q QWB PM QROB AWB ACH AROB VOL lWA TIME VWB VCH VROB XNL XNCH XNR VrrN BIXIN SSTA SWPE ZWBL XLCH XWBR ITRIAL IDC ICONT CURILR WPWID mST 3470 ENCROACHKZNT STATIONS- 643.0 827.0 TYPE- 1 TARGET- 184.000 3495 OVERBANK AREA ASSSUNED NON-EFFECTIVE, ELLEA- 58.00 ELREA- 100000.00 WWNSTREAM FACE OF RANCHO CARLSBAD WWDEN PLANK BRIDOE 2.50 .88 .10 58.00 .o 599.1 .O 113.6 13.3 100000.00 .16 . 00 12.68 . 00 ,000 .035 ,000 ,000 42.70 722.68 ,006622 101. 106. 111. 4 8 0 .OO 80.55 803.23 27.140 10.38 53.08 51.98 52.36 55.58 7600.0 .O 7600.0 .o 'SBUJC 27.150 MIMP CLSTA- 763.00 CELCH- 43.96 BW- 44.00 SMIL= 643.00 STCHR- 827.00 EXCAVATION DATA AEX. 64.1SQ-FT VEXR= .OK*CU-YD VEX& 24 .4K'N-YD 3301 W CHANGED MaRE THAN WINS 3370 NORMAL BRIDCE, NWD= 15 MIN ELTRD= 58.00 MRX ELL€= 58.00 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3410 ENCROACEMENT STATIONS= 643.0 827.0 TYPE- 1 TARGET- 184.000 - 3495 OVERBANK AREA ASSUMED NON-EFmCTIVE, ELLEA- 58.00 Em= 100000.00 27.150 9.88 52.38 52.38 52.38 55.99 3.61 .01 .33 58.00 7600.0 .O 7600.0 .o .o 498.4 .O 113.6 13.3 100000.00 .16 . 00 15.25 .oo .ooo .035 .ooo ,000 42.50 723.79 ,016052 1. 1. 1. 0 16 0 -48.89 78.06 801.84 - - 'SEW 27.160 CHIMP CLSTA- 763.00 CELM= 44.04 BW- 44.00 STcIIt- 643.00 ST-= 827.00 - EXCI\VATION mTA AEX- 60.6SQ-FT VEXR- .lK*Cl-YD VEXT- 24 .SK'CU-YD PAGE 50 29JUN98 09:40:42 SEC‘NO OEeTH CWSEL 0 QWB Qcn TIME vIL)B VCH SLOPE XWBL XLCH CRlWS QROB YROB XIL)BR WSELK AIKIB XNL ITRIAL EG ACH XNCH IDC W AROB XNR Icom 58.00 1 TARGBT- HL VOL WTN corn amss TWA EIMIN lUPWID L-BANX ELBY R-BANK ELEV SSTA ENDST 3301 W CHANGED MORE THAN WINS 3370 NORMAL BRIKE, NFD- 15 MIN ELTRD- 3470 ENCR0AC”T STATIONS- 643.0 58.00 MRX ELL€= 827.0 TYPE- 184.000 3495 OVERBANK 8REA ASSUMED NON-EFFECTIVE, ELLEA- 58.00 EKREA- 100000.00 27.160 11.19 54.49 7600.0 .O 7600.0 .16 . 00 11.95 .008711 50. 50. 52.61 54.49 56.71 2.22 .58 .o .O 636.1 .O 114.3 .oo ,000 ,035 .ooo ,000 50. 5 19 0 -67.80 .14 58.00 13.4 106000.00 43.30 720.11 85.77 805.89 ‘SEmO 27.170 CHIMP CLSTA= 763.00 CELCH- EXCAVATION DATA AEX= 60.6SQ-FT VEXR- 44.04 BW= 44.00 STCHL= 643.00 SM(R= 827.00 .OK*W-YC VEXT- 24.5K.W-YC 3301 W CHANGED MORE THAN WINS 3302 W~ING: mmymcE CHANGE OUTSIDE OF ACCEPTABLE WGE. KRATIO = 1.64 3470 ENCROACHMENT STATIONS- 643.0 827.0 TYPE- 1 TARGET- 184.000 3495 OVEFBANK MEA ASSUMED NON-EFFECTIVE, ELLEA. 58.00 Em- 100000.00 UPSTREAM FACE OF WCHO CARLSBAD WOODEN PLANK BRIDCE 27.170 11.99 55.29 52.15 55.29 56.79 7600.0 .O 7600.0 .o .o 774.1 .16 .oo 9.82 . 00 ,000 .035 .003241 1. 1. 1. 3 15 1.50 .Ol .O 114.3 .ooo ,000 0 . 00 .07 58.00 13.4 100000.00 43.30 718.51 88.99 807.49 *SECNO 28.040 MIMP CLSTA- 795.00 CELM- 44.16 BW- 44.00 STCHL- 747.00 STCHR- 844.68 29JUN98 09:40:42 SEW DEPTH CWSEL CRIWS WSELK EO W mL OLOSS L-EANKELEV Q QWB PCH QROB AWB AM AROB YOL TWA R-EANK ELEV TIME mB VM VROB XNL XNM XNR WM SWPE XLOBL XLM XLOBR ITRIAL IDC ICONT CORAR . TOPWID ENDST EMIN SSTA EXCAVATION DATA AEX- 117.OSQ-FT VEXR- .2K'CU-YD VEXTI 24.7K'CU-YD 3280 CROSS SECTION 28.04 EXTENDED .98 FEE? 3470 ENCROA- STATIONS- 747.0 839.0 TYPE- 1 TARGET- 92.000 3495 OVERBANK AREA ASSUMW NON-EFFEaIVE, ELLEA= 54.00 E-= 100000.00 .02 54.00 .o 115.5 13.6 100000.00 28.040 12.07 55.67 52.33 55.69 57.00 1.32 .19 7600.0 .O 7600.0 .o .O 824.0 .16 . 00 9.22 . 00 ,000 .035 .ooo ,000 43.60 '747.00 ,002790 64. 64. 67. 0 15 0 .OO 92.00 839.00 'SEW 29.180 MIMP CLSTA- 803.00 CELCH- 44.32 BW= 44.00 STCHL- 752.00 STCHR- 852.36 EXCAVATION DATA AEX- 72.1SQ-FT YEW.= .4X'CU-YD VEXT. 25. lK'N-YD 3470 BNtX0A"T STATIONS- 752.0 850.0 TYPE- 1 TARGET- 98.000 29.180 11.69 56.01 52.63 56.00 57.32 1.31 .32 7600.0 .O 7600.0 .o .o 827.9 .O 117.6 .OO 56.00 13.8 100000.00 .17 . 00 9.18 . 00 ,000 .035 .ooo ,000 44.32 752.00 .002850 107. 114. 121. 0 19 0 .OO 96.40 848.40 - 'SECNO 30.120 3301 W CHANGED MORE THAN WINS - 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED - 3470 ENCROACHMBNT STATIONS= 778.0 812.0 TYPE- 1 TARGET- 34.000 - 3495 OVEPEANK AREA ASSUMED NON-EFFECTIVE. ELLEA- 100000.00 E-= 100000.00 DOWNSTREAM FACF OF RANCHO ClWSBAE BRIDjE 1.36 100000.00 30.120 11.61 56.51 56.51 55.68 62.35 5.84 .29 7600.0 .O 7600.0 .o .O 392.0 .o 118.9 14.0 100000.00 .ooo 44.90 778.00 ,003336 89. 94. 100. 0 5 0 .oo 34.00 812.00 - .17 . 00 19.39 . 00 ,000 ,016 ,000 PAGE 51 29JUN98 09:40:42 SEQIO DEFTH CWSEL Q QWB QCH TIME VLOB VM SLOPE XIOBL XLM SPECIAL CULVERT sc mo CUNV ENTJAC 3 .012 .so CRIWS QROB VROB XLOBR COFQ 2.60 WSELK ALOB m ITRIAL RLlLEN . 00 EC AM XNM IDC RISE 11.00 Hv AROB XNR Imm SPAN 12.00 HL VOL WTN corn NLVLN 40.00 CHART 10 - BOX NLVERT; 90-DEGREE HEADWALL: CHAMFERBE OR BEVELED INLET EEGES SCALE 1 - INLET EKES CHIUIFERED 3/4-INM 5130. EGIC. 67.4o..m~ BE TOO LARGE IF INLET mmoLs 'SECNO 30.500 SPECIAL CULVERT INLET CONTROL + WEIR FLOW, EG = 60.49 5150. EG OF 60.49 LESS THAN XEG OF 62.35 SPECIAL CULVERT EGIC BWC H4 QWElR QNLV VCH ACULV ELTRD 67.40 65.33 .oo 2220. 5311. 18.903 396.0 58.40 OIOSS lWA EIMIN MPWID CHRT 10 WElRLN 611. PAGE 52 L-BANK ELEV R-BANK ELW SSTA ENDST sa ELCWU ELCW 1 44.90 44.90 3410 ENCROACHMENT STATIONS- 718.0 812.0 TYPE- 1 TARGET- 34.000 3495 OVERBANK A!43A ASSUMED NON-EFFECTIVE, ELLEA- 100000.00 ELREA- 100000.00 UPSTREAM FACE OF RluICHO CARLSW BRIDOE 30.500 11.90 56.80 .OO 55.94 62.35 5.55 . 00 .oo 100000.00 7600.0 .O 1600.0 .o .o 402.1 .o 119.3 14.0 lQOOOO.00 .11 . 00 18.90 . 00 ,000 .016 -000 .ooo 44.90 178.00 .003109 38. 38. 38. 6 0 0 .oo 34.00 812.00 MN= ,100 CEW- .300 'SECNO 10375.000 2800 NAT Ql= 7610.80 WSELK- 61.56 ENC Ql- 1610.80 WSEL- 73.56 RATIO- .OOOO NAT 01- 54558. RATIOS IOB, CH, ROB= ,4994 ,1296 ,3110 WSEL. 73.56 3280 CROSS SECTION 10375.00 EXTENDED 1.94 FEET 3301 Hv CWLNCED MORE THAN WINS 3302 WARNING: mmymcE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KPATIO = 1.73 3470 ENCROACHMENT STATIONS- 998.0 1086.0 TYPE- 4 TARGET- .860 .46 57.40 7590.0 179.8 1410.2 .o 55.9 932.1 .o 120.2 14.1 57.80 10375.000 16.74 61.94 55.93 61.56 62.90 .96 .10 .17 3.22 1.94 .no ,035 .030 . 000 .ooo 45.20 997.95 .OO 88.05 1086.00 ,001036 58. 58. 58. 5 11 0 29JUN90 09:40:42 SECNO DEETH CWSEL CRIWS WSEIX EO W HL OLOSS L-BANK ELEV Q QLOB w QROB AWB AM AROB ML TWA R-BANK ELEV TIME VraB VM VROB XNL XNCH SIDPE XXDBL XLCH XIDBR ITRIAL IDC ICUNT CURAR TOPWID ENDST XNR WTN EIMIN SSTA ‘SECNO 10460.000 2800 WAT Ql= 4352.40 WSELK- 61.53 ENC Ql- 4352.48 WSEL- 66.53 RATIO- ,0000 NAT Ql- 28676. RATIOS WB. M, ROB- ,2939 ,0865 .6196 WSEL- 66.53 3470 ENCROACHMENT STATIONS- 544.0 734.0 TYPE- 4 TARGET- .848 10460.000 15.02 62.02 60.50 61.53 63.03 1.01 .ll .02 56.00 14.3 50.00 .17 . 00 9.15 4.14 ,000 .030 .035 .ooo 47.00 544.00 ,001713 95. 05. 75. 2 14 0 .OO 190.03 734.03 7590.0 .O 5497.3 2092.7 .O 600.8 505.4 122.2 *SECK) 10620.000 2800 NAT Ql- 2849.73 WSEIX- 61.49 ENC Ql- 2849.73 WSEL- 64.49 PATIO= .‘OOOO NAT Ql- 15002. RATIOS LOB, M. ROB- ,2201 ,1126 ,6673 WSEL= 64.49 3470 ENCROACHMENT STATIONS= 502.0 604.0 TYPE- 4 TARGET. ,020 .03 58.00 7590.0 .O 5470.2 2119.0 .O 567.2 474.3 125.6 14.9 58.00 .18 .oo 9.64 4.47 .ooo ,030 ,035 ,000 48.20 502.00 .001980 165. 160. 110. 2 9 0 .oo 102.00 684.00 i06ao.000 14.01 62.21 60.65 61.49 63.33 1.13 .27 ‘SECNO 10810.000 3301 W CHANGED MORE THAN WINS 3470 ENCROACHMENT STATIONS= 340.0 45a.o TYPE= 1 TARGET- 110.000 .18 60.00 7590.0 354.5 7235.5 .o 99.5 668.8 .O 129.6 15.5 100000.00 10810.000 13.31 62.21 59.40 61.19 63.95 1.74 .43 .10 3.56 10.82 .oo .035 .030 ,000 .a00 48.90 340.00 .002604 190. 190. 200. 2 14 0 .OO 110.00 450.00 ‘SECNO 10980.000 3470 ENCROACHMENT STATIONS- 190.0 266.0 TYPE- 1 TARGET- 68.000 10980.000 13.03 62.63 59.47 61.62 64.42 1.79 .45 .01 1~0000.00 7590.0 .O 7590.0 .o .O 706.9 .O 132.5 15.9 100000.00 .19 . 00 10.74 . 00 ,000 ,030 .ooo ,000 49.60 198.00 .002723 170. 170. 170. 2 19 0 .OO 68.00 266.00 PAGE 53 29JuN98 09 :40 : 42 SECNO DEPTH CWSEL CRIWS WSELK EG W Q QWB PCH QROB AWB ACH AROB TIME VWB VCH VROB XNL XNCH m SWPE XWBL XLCH XWBR ITRIAL IDC Icuw 'SECNO 11185.000 2800 NAT Ql- 1458.21 WSELK- 62.11 ENC Ql- 1458.21 WSEL- NAT Ql- 3596. RATIOS WB, CH, ROB- ,0373 ,3828 .5199 WSEL- 3410 ENCROACHMENT STATIONS- 231.0 339.8 TYPE- 4 TARGET- 11185.000 13.02 63.22 61.53 62.11 65.01 1.79 7590.0 .O 1111.1 412.9 .O 653.5 87.9 .19 .oo 10.98 4.70 .ooo ,030 ,035 .003035 200. 205. 210. 2 15 0 *SEW0 11340.000 2800 NAT Ql= 1539.43 WSELK= 64.82 ENC Ql- 1539.43 WSEL- NAT Ql- 1831. RATIOS LOB, M, ROB- .0857 .5752 ,3390 WSEL- 1185 MINIMUM SPECIFIC ENERGY 3120 CRITICAL DEPTH ASSUMED 3410 ENCROACHMENT STATIONS= 228.8 503.1 TYPE- 4 TARGET- 11340.000 13.97 64.17 64.11 64.82 66.43 1.66 1590.0 38.1 5562.6 1988.6 11.4 410.3 483.6 .20 3.40 11.83 4.11 ,035 .030 .035 .003248 145. 155. 165. 0 9 0 CCHV= .loo cEHv= ,300 'SECNO 11490.000 2800 NAT Ql- 1330.48 WSELK- 65.92 ENC Ql- 1330.48 WSEL= NAT Q1- 1991. RATIOS WB. CH, ROB= .4619 ,3433 ,1888 WSEL- 3301 W CHANCED MORB THAN WINS 3410 ENCROACHMENT STATIONS- 167.0 344.8 TYPE- 4 TARGET- 11490.000 14.51 66.21 64.62 65.92 61.09 .88 1590.0 3081.4 4260.4 242.2 447.8 532.2 38.0 .20 6.89 8.01 6.31 .035 ,060 ,035 .004719 110. 150. 190. 4 10 0 *SECNO 11650.000 2800 NAT Ql- 156.60 WSELK- 66.40 ENC 01- 156.60 WSEL- NAT Ql- 991. RATIOS WB. CH, ROB= ,4026 .4927 ,1047 WSEL- HL omss VOL TWA WTN ELMIN cum TOPWID 63.37 RATIO- 63.31 ,595 .59 . 00 135.9 16.3 .ooo 50.20 .oo 102.11 65.22 RATIO- 65.22 .159 .49 .Ol 139.0 11.0 ,000 50.80 .OO 214.31 66.92 RATIO- 66.92 L-BANK ELBY R-BANK ELEV SSTA ENDST .oooo 60.00 60.00 231.00 339.71 :oooo 62.00 62.00 228.80 503.11 .oooo ,332 .08 62.00 142.4 11.8 60.00 .OOO 51.70 166.99 .oo 111.82 344.80 .58 66.90 RATIO- .OOOO 66.90 PAGE 54 29JUN98 09:40:42 SECNO DEPTH CWSEL CRIWS WSELK ED Hv Q QWB w QROB AI08 AM AROB TIME VWB VM YROB XNL XNCH XNR SLOPE WBL XLCW XWBR ITRIAL IM: ICONT 3470 ENCROA- STATIONS- 235.9 432.0 TYPE- 4 TARGET= 11650.000 14.35 67.05 66.49 66.40 68.30 1.25 7590.0 2887.7 4702.3 .O 372.9 486.9 .o .21 7.74 9.66 .OO .035 ,060 .OOO ,009386 185. 160. 135. 0 10 0 *SECNO 11920.000 2800 NAT Ql- 1247.32 WSELK- 69.06 ENC Ql- 1247.32 WSEL- NAT Ql- 2221. RATIOS LOB, M, ROB- .6855 ,2947 ,0198 WSEL- 3301 HV CNANGED MORE TflAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEETABLE RANGE. -TI0 = 3470 ENCROA-NT STATIONS- 1024.7 1325.0 TYPE- 4 TARGET= 11920.000 14.79 69.79 68.69 69.06 70.43 .64 7590.0 3418.5 4171.5 .O 624.8 584.7 .o .22 5.47 7.14 . 00 .a35 .060 .ooo .004620 400. 270. 225. 3 10 0 ‘SECNO 12100.000 2800 NAT Ql- 1080.98 WSELK- 69.71 ENC Ql- 1080.98 WSEL. NAT 01- 1572. RATIOS WB, M. ROB- ,6821 ,3179 .OOOO WSEL. HI, OWSS L-BANKELEY VOL IWA R-BANK ELEV m EIWIN SSTA CO- TOPWID ENDST .237 .ll 64.00 146.1 18.5 64.00 .OOO 52.70 235.91 .OO 196.09 432.00 1.10 70.06 RATIO- ,0000 70.06 1.43 ,438 2.07 .06 66.00 154.0 20.7 68.00 ,000 55.00 1024.68 .OO 300.32 1325.00 70.31 RATIO- ,0000 70.31 3470 ENCROACHMENT STATIONS- 518.6 965.0 TYPE- 4 TARGET- .313 .02 68.00 .o 158.9 21.9 70.00 .23 4.61 5.61 .oo ,035 ,060 ,000 .OOO 56.80 518.63 ,003415 140. 180. 185. 2 9 0 .OO 446.37 965.00 12100.000 13.89 70.69 69.66 69.71 71.08 .40 .63 7590.0 4450.7 3139.3 .O 964.8 559.4 - PAGE 55 - ‘SECNO 12340.000 2800 NAT Ql- 726.93 WSELK= 70.85 ENC Ql- 726.93 WSEL= 71.75 RATIO= .OOOO NAT Ql- 1297. RATIOS WB, M, ROB- .6295 ,3417 ,0288 WSEL- 71.75 - 3265 DIVIDED FWW - 29JUN98 09:40:42 PAGE 56 SECNO DEPTH CWSEL CRIWS WSELK EO HV m OWSS L-BANKELEV Q QIAX QCH QROB AWB ACH AROB YOL TWA R-BANK ELEV TIHE VIDB VCH VROB XNL x" XNR SMPE XmBL XLCH XWBR ITRIAL IDC ICONT CORAR MPWID ENDST - WTN EU4IN SSTA - - 3301 HV -ED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED - 3470 BNCROACEMENT STATIONS- 341.5 872.0 TYPE- 4 TARGKT- ,439 .19 70.00 .O 164.9 23.9 70.00 .24 5.76 9.52 . 00 ,035 .a60 .ooo ,000 59.20 341.54 .010287 180. 240. 262. 0 14 0 .OO 484.42 872.00 12340.000 12.62 71.82 71.82 70.85 72.86 1.04 1.16 - 7590.0 3117.3 4472.7 .o 541.1 470.0 *SECNO 12590.000 2800 NAT Ql- 898.56 WSELK- 73.35 ENC Ql- 898.56 WSEL- 73.65 RATIO- ,0000 NAT Ql- 1066. RATIOS WB. CH, ROB- .3888 .SO16 ,0096 WSEL- 73.65 3301 HV -ED MORE THAN WINS 3302 WARNING: CONVEYANCE CHlVUGE OUTSIDE OF ACCEPTABLE WE, KRATIO = 1.45 3470 ENCROACHMENT STATIONS- 226.9 595.0 TYPE= 4 TARGET- .157 12590.000 13.79 74.09 73.03 73.35 74.62 .53 1.70 .OS 72.00 7520.0 2645.8 4874.2 .o 550.8 773.9 .O 171.6 26.4 72.00 .25 4.80 6.30 . 00 ,035 ,060 .ooo ,000 60.30 226.94 ,004829 250. 250. 250. 2 5 0 .OO 368.06 595.00 'SECNO 12710.000 2800 NAT Ql- 1366.10 WSELK= 74.19 ENC 01- 1366.10 WSEL- 74.89 RATIO- .OOOO NAT Ql= 1907. RATIOS WB. CH, ROB- .5518 .3292 ,1189 WSEL- 74.89 3470 ENCROACHMENT STATIONS- 233.8 593.0 TYPE= 4 TARGET- .284 .OO 72.00 .O 175.3 27.4 70.00 .26 5.01 6.29 . 00 .035 .os0 .ooo .OOO 60.70 233.75 ,003869 120. 120. 120. 2 13 0 .OO 359.25 593.00 12710.000 13.94 74.64 73.51 74.19 75.14 .50 .52 7520.0 3951.3 3568.7 .o 788.7 567.2 'SBFNO 12910.000 amm8 09:40:42 PAGE 57 SECNO DEPTH OISEL CRIWS WSELK EG W Q QWB QCH QROB AWB ACH AROB TIME VWB VM VROB XNL XNCH XNR SWPE XIOBL XLCH XWBR ITRIAL IDC imm HL owss VOL IWA WTN EIMIN COW mpwn L-BANX ELEV R-BANX ELEV SSTA ENDST 2800 NAT 01- 794.83 WSELK- 75.39 ENC 01- 794.83 WSEL- NAT Ql- 997. RATIOS WB, CH, ROB- ,4360 ,5181 .0459 WSEL- 3301 W CHANGED MORE THAN WINS 75.79 RATIO- 75.79 .oooo 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 206.2 508.0 TYPE= 4 TARGET- 12910.000 14.22 75.62 75.62 75.39 76.92 1.31 7520.0 2462.0 5058.0 .O 401.8 489.6 .o .26 6.13 10.33 .oo ,035 ,060 ,000 ,011084 220. 200. 195. 0 9 0 ,202 1.28 .24 180.7 29.0 ,000 61.40 .oo 301.75 74.00 72.00 206.25 508.00 .oooo *SECNO 13340.000 2800 NAT Ql- 1246.31 WSELK- 78.32 ENC QI- 1246.31 WSEL- NAT Ql= 1825. RATIOS LOB, M. ROB- ,4407 .4938 .0655 WSEL= 79.32 PATIO= 79.32 3301 W CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUXSIDE OF ACCEPTABLE RANGE, KFATIO P 1.61 3470 ENCR0AC"T STATIONS. 287.7 446.0 TYPE= 4 TARGET- 13340.000 13.18 79.08 76.18 78.32 79.79 .71 7520.0 2046.9 5473.1 .o 275.5 838.9 .o .28 7.43 6.52 .oo .035 ,060 ,000 .004287 435. 130. 410. 2 13 0 ,317 2.81 .06 74.00 190.6 31.3 75.00 ,000 65.90 .OO 158.32 287.68 446.00 0000 78.00 74.00 65.00 159.60 *SECNO 13600.000 2800 NAT Ql= 873.68 WSELK- 79.23 ENC Q1- 873.68 WSEL- 80.23 RATIO- 80.23 NAT Q1= 1142. RATIOS WB. CH, ROB= 3301 HV CHANGED MORE THAN WINS .0123 .7364 ,2512 WSEL. 3470 ENCROA-NT STATIONS= 65.0 13600.000 12.45 80.15 77.16 7520.0 .O 7319.7 200.3 .29 . 00 9.21 7.27 ,008037 250. 260. 285. 159.6 TYPE- 4 TARGm- 79.23 81.45 1.30 .o 795.0 27.6 .ooo ,060 ,035 2 19 0 .235 1.48 .18 196.4 32.1 .OOO 67.70 .OO 94.60 29JUN98 09 : 40: 42 SEW DEPTH CWSEL CRIWS WSELK EG Hv Q QWB QCH QROB ALOB AM AROB TIME YLaB VCH VROB XNL XNM XNR SWPE XWBL XLM XWBR ITRIAL IDC I COW 'SEW 13740.000 2800 NAT Ql- 1231.71 WSELK- 80.44 ENC QI- 1231.71 USEL. NAT Ql- 1611. RATIOS WB. CH, ROB- ,1536 .6152 ,2312 WSEL- 3301 HV CHANGED MORE THAN WINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTnBLE RANGE, XFATIO 3470 ENCROACHMENT STATIONS= 71.1 191.3 TYPE. 4 TARGET- 13140.000 10.49 81.49 ii.50 80.44 82.23 .14 7520.0 344.6 5990.7 1184.7 55.2 904.2 142.2 .29 6.24 6.63 8.33 .035 ,060 .035 ,003563 135. 140. 144. 2 11 0 'SEaO 13860.000 2800 NAT Ql- 501.91 USELK= 81.26 ENC 01- 501.91 USEL= NAT Ql- 622. RATIOS LOB. CH, ROB= ,1140 .1407 ,1453 WSEL= 3301 W CHANGED MORE THAN WINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACBWENT STATIONS- 91.9 218.5 TYPE= 4 TARGET- 13860.000 6.34 81.34 81.34 81.26 83.71 2.43 1520.0 121.7 6993.2 405.0 11.5 559.6 30.6 .30 10.62 12.50 13.23 .035 ,060 ,035 .030296 160. 120. 60. 0 14 0 *SECNO 13880.000 2800 NAT Ql- 802.86 WSELK- 82.40 ENC Ql- 802.86 WSEL- NAT Ql= 1069. RATIOS WB, CH, ROB- ,1780 .6408 .la12 WSEL- 3301 W CHANGED MORE THAN WINS HL OWSS VOL TUA WTN EIMIN CORAR TOPWID 81.44 RATIO- 81.44 1.50 ,238 .12 .06 199.5 32.4 .OOO 71.00 -00 125.59 81.16 RATIO= 81.76 I-BANK ELEV R-BANK ELEV SSTA ENDST .oooo 14.00 ' 74.00 71.11 191.30 .oooo .194 .51 78.00 .91 201.7 32.7 78.00 ,000 15.00 91.86 .OO 126.68 218.54 83.20 RATIO= ,0000 83.20 PAGE 58 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE. KRATIO = 1.77 - 29JUN98 09 : 40:42 SECNO DEPTH CWSEL CRIWS WSELK EG w Q QWB (xg QROB AU)B AM AROB TIME VLOB VM VROB XNL XNM XNR SLOPE XIDBL XLCH XLOBR ITRIAL IDC ICONT 3470 DTCROA-NT STATIONS- 83.0 220.5 TYPE- 4 TARGET- 13880.000 8.02 83.02 81.22 82.40 84.21 1.18 7520.0 531.8 6452.9 535.4 56.1 750.1 56.2 .30 9.47 8.60 9.53 ,035 .060 .035 .009710 20. 20. 20. 4 5 0 'SEW 14040.000 2800 NAT 01- 659.03 WSELK= 84.10 ENC Ql- 659.03 WSEL- NAT Ql= 992. RATIOS WB. M, ROB= ,0963 ,6539 ,2498 WSEL- 3470 ENCROACHMENT STATIONS- 365.0 499.6 TYPE- 4 TARGET- 14040.000 9.04 84.74 83.53 84.10 86.18 1.43 7520.0 .O 7428.9 91.1 .o 771.0 12.4 .30 . 00 9.64 7.34 .ooo .060 .035 .014630 115. 160. 215. 2 8 0 *SECNO 14190.000 2800 NAT Ql= 843.61 WSELK= 85.93 ENC Q1- 925.36 WSEL- NAT Q1= 1354. RATIOS LOB, M, ROB= .0550 .6834 ,2616 WSEL= 3301 HV CHANGED MORE T" WINS 3470 ENCROACHMENT STATIONS- 195.0 345.0 TYPE= 4 TARGET. 14190.000 9.92 86.92 84.19 85.93 87.79 .87 7520.0 .O 7520.0 .o .o 1002.3 .o .31 . 00 7.50 . 00 ,000 ,060 ,000 .007721 145. 150. 160. 2 15 0 'SEW 14430.000 2800 NAT Q1- 854.51 WSELK- 87.78 ENC Q1= 854.51 YSEL- NAT Ql- 1280. RATIOS LOB, M, ROB- .0001 ,3986 .6013 WSEL- 3470 ENCROACHMENT STATIONS= 50.0 245.0 TYPE- 4 TARGET- 14430.000 8.75 88.75 87.36 87.78 89.74 .99 7520.0 .O 4522.4 2997.6 .O 637.5 328.2 .32 . 00 7.09 9.13 .ooo .060 .035 ,008048 235. 240. 255. 2 18 0 HL OWSS L-BANK ELEV ML TWA R-BANK ELEV WTN ELMIN SSTA COPAR MPWID ENDST .249 .12 78.00 202.1 32.8 78.00 .OOO 75.00 83.03 .OO 137.49 220.51 .32 84.90 RATIO- .OOOO 84.90 ,336 1.90 .07 82.00 205.1 33.3 82.00 .OOO 75-70 365.00 .OO 134.55 499.55 87.13 RATIO= -.0969 87.13 .317 1.55 .06 82.00 208.2 33.8 a 86.00 ,000 77.00 195.00 -00 150.00 345.00 88.78 RATIO- .OOOO 88.78 ,333 1.92 .03 88.00 213.7 34.8 86.00 ,000 80.00 50.00 .OO 194.99 244.99 PAGE 59 - 29JUN98 09 : 40 :42 PAGE 60 - SECNO DEPPH CWSEL CRIWS WSELK ED Hy HL OWSS L-BANKELEV Q QWB Qa QROB ALOE ACH mOB VOL TWA R-BANK ELEV TIME me VCH VROB XNL XNCH XNR m EIMIN SSTA SWPE XWBL XLCH XLOBR ITRIAL IDC Imtm cum TOEWID ENDST - ‘SECNO 14900.000 - 2800 NAT Q1- 667.40 WSELK- 91.73 ENC 01- 667.40 WSEL- 92.23 RATIO= .OOOO NAT Ql- 789. RATIOS WE, M. ROB- .2129 .5677 .2194 WSEL= 92.23 3301 HV CHANGED MORE T” WINS - 3470 ENCROACHMENT STATIONS- 56.1 160.5 TYPE- 4 TARGET- ,154 .24 86.00 7520.0 1237.8 5039.8 1242.3 103.3 504.7 103.1 222.6 36.3 86.00 .33 11.99 9.99 12.05 .035 .060 ,035 ,000 84.00 56.05 - ,011036 485. 470. 440. 2 15 0 .OO 104.43 160.48 14900.000 8.53 92.53 91.14 91.73 94.31 1.78 4.33 ~- CCHV- ,200 CEHV- ,400 *SE(UO 15200.000 2800 NAT Ql- 722.24 WSELK= 95.44 ENC 01- 722.24 WSEL- NAT 01- 960. RATIOS WE, M. ROB- .2203 ,7422 .0375 WSEL= 3470 ENCROACEPXNT STATIONS- 156.1 250.0 TIPE- 4 TARGET- 15200.000 9.60 96.10 94.39 95.44 97.88 1.78 7520.0 28.4 7491.6 .o 6.9 698.7 .o .34 4.14 10.72 .oo .035 .060 ,000 .013230 325. 300. 225. 2 11 0 *SECNO 15360.000 2800 NAT Ql= 868.51 WSELK= 97.15 ENC Ql- 868.51 WSEL- NAT Ql- 1145. RATIOS’IIIB. M, ROB- ,1739 ,6490 .1771 WSEL= 3470 ENCROACHMSNT STATIONS- 209.4 298.5 TYPE- 4 TARGET- 15360.000 10.15 98.15 95.30 97.15 99.55 1.41 7520.0 438.5 6574.5 507.0 49.3 686.5 54.7 .34 8.89 9.58 9.27 ,035 .060 .035 ,007824 175. 160. 140. 2 15 0 *SECNO 15560.000 2800 NAT Ql- 559.01 WSELK- 102.35 ENC Ql- 559.01 WSEL- NAT Ql- 974. RATIOS WB. CH, ROB- ,5336 .3804 ,0860 WSEL- 3301 HV CHANGED MORE THAN WINS 96.44 RATIO= .OOOO 96.44 ,248 .oo 88.00 227.4 37.0 94.00 ,000 86.50 156.14 .OO 93.86 250.00 3.57 98.15 RATIO- .OOOO 98.15 ,242 1.60 .07 90.00 230.1 37.4 90.00 ,000 88.00 209.42 .OO 89.13 298.55 103.35 RATIO- .OOOO 103.35 29JUN98 09:40:42 SEQlO DEPTH CWSEL Q QWB QcM TIME VWB VCH SLOPE XWBL XLCH 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROA- STATIONS- 15560.000 6.04 103.04 7520.0 2501.8 5018.2 .34 15.30 10.32 ,023713 175. 200. CRIWS QROB VROB XIDBR 270.5 103.04 .o . 00 165. WSELK Awe XNL ITRIAL m ACH XNCH IDC 420.0 TYPE- Hv AROB XNR Imwr 4 TARGET- 102.35 105.35 2.31 163.5 486.4 .o ,035 ,060 ,000 0 14 0 HL VOL WTN cum owss TWA ELHIN MPWID ,426 2.45 .36 233.4 37.9 ,000 97.00 .OO 149.53 CCW. .lo0 CEW= .300 'SECNO -5.100 START TRIB CUMP -5.100 5.100 42.558 CHIMP CLSTA= 286.02 CELCH= 34.59 BW= 14.00 STML= 158.02 STCHR= 307.84 EXCAVATION DATA AEX- 33.9SQ-M VEXR- .lK*N-YD VEXT- 25.3K.Cl-YE 3280 CROSS SECTION -5.10 EXTENDED 6.56 FEET 3301 HV CHANGED MORE THAN WINS 3470 ENCROAOMENT STATIONS- 158.0 308.0 TYPE- 1 TARGET- 150.000 -5.100 10.47 42.56 .OO 42.59 43.90 1.34 .50 2.31 8970.0 .O 8970.0 .o .O 964.9 .1 234.5 38.1 L-BANK ELEV R-BANK ELEV SSTA BNDST 99.00 100.00 270.47 420.00 42.00 42.00 .35 .02 9.30 .02 .040 ,035 ,040 .OOO 32.09 2 158.00 .004290 83. 60. 45. 0 0 0 .OO 150.00 308.00 +SECTNO 5.110 CHIMP CLSTA= 286.02 CELCH- 34.83 811. 14.00 ST== 158.02 STCHR= 307.67 EXChVATION DATA AEX- 25.2SQ-M VEXPI= .lK*CU-YD VEXT- 25.3K.N-YE 3280 CROSS SECTION 5.11 EXTENDED 7.86 FEET 3301 HV CHANGED MORE THAN WINS PAGE 61 29JUN98 09:40:42 SECNO DEPTH CWSEL CRIWS WSELK EG Hv Q QLOB acH QROB AWB ACH AROB TIME VIAB VCH VROB m XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIn IDC imm 3302 WAPNINC: CONVEYANCE WGE OWSIDE OF ACCEPTABLE RANGE. KRATIO - 3470 ENCROACHMENT STATIONS= 260.7 308.0 NFE- 1 TARGET- 5.110 11.77 43.86 40.33 43.90 44.27 .41 1550.0 .O 1549.6 .I .o 302.9 .6 .35 .oo 5.12 .59 .ooo .035 .040 .OD1389 80. 80. 80. 3 19 0 HL VOL WIN cum .30 OLOSS TWA EIMIN TOPWID L-BM ELEV R-BANK ELEV SSTA ENDST 47.330 .28 .09 100000.00 235.7 38.3 42.00 ,000 32.09 260.67 .OO 47.33 308.00 *SEW 310.000 CHIMP CLSTA- 140.88 CELCH- 35.17 BW= 13.00 STCHL- 120.10 STCHR- 170.15 EXCAVATION DATA AEX- 54.8SQ-FT YEXR- .2K'N-YD VEXT- 25. 5K.N-YD 3280 CROSS SECTION 310.00 EXTENDED 4.15 FEET 3470 ENCRDACHMEm STATIONS= 120.0 170.0 TYPE- 1 TARGET. 50.000 3495 OVERBANK AREA ASSUMBD NON-EFFECTIVE, EL-= 42.00 ELPEA- 100000.00 CAL&VERAS mEK QlOO - 1620 CFS 310.000 8.81 43.98 40.86 44.05 44.48 .50 .l8 .03 42.00 1550.0 .1 1549.9 .o .2 273.2 .O 236.4 38.4 100000.00 .36 .35 5.67 . 00 ,040 ,035 .ooo .OOO 35.17 120.00 .002037 94. 107. 115. 2 11 0 .OO 50.00 4 170.00 *8ECNO 400.000 CHIMP CLSTA- 177.42 CEU!H= 35.48 BW= 19.00 STCHL- 154.78 STCHR= 204.62 EXCAVATION DATA AEX= 139.5SQ-FT YEXR- .4K*N-YD VEXT- 25. SK*N-YE 3280 CROSS SECTION 400.00 BXTENDED 3.40 FEET 3470 ENCROACHMEET STATIONS= 155.0 200.0 TYPE= 1 TARGET- 45.000 3495 OVERBANK AREA ASSUNED NON-EFFECTIVE, ELLEA- 100000.00 ELREA- 100000.00 400.000 8.79 44.27 40.40 44.24 44.66 .39 .17 .01 100000.00 .O 237.1 38.5 100000.00 .36 . 00 4.98 . 00 ,000 .035 .OOO ,000 35.48 155.00 .001288 102. 106. 107. 2 11 0 .OO 45.00 200.00 1550.0 .O 1550.0 .o .o 311.2 PAGE 62 29JUN98 09:40:42 PAGE 63 SECNO DEPTH CWSEL CRIWS WSELK ED Hv HL OWSS L-BANK ELEV Q QLOB QCH QROB IuI)B ACH AROB ML IWA R-BANK ELEV TIME WB VM VROB XNL XNCH m WTN ELNIN SSTA SWPE XWBL XLM XU)BR ITRIAL IDC Imm corn MPWID ENDST *SEW 580.000 CHIMP CLSTA- 238.67 CELCH- 36.18 BW- 9.00 STCHL- 218.37 ST(3IR- 269.75 EXCAVATION DATA AEX- 41.1SQ-FT VEXR- .?K*CU-YC VEXT= 26.6K'N-YD 2800 NAT QI- 237.88 WSELK- 44.28 KNC 01- 292.20 WSEL- 45.28 8ATIO- -.2284 NAT Ql- 294. RATIOS WB. CH, ROB= ,0070 ,9930 .OOOO WSEL= 45.28 3280 CROSS SECTION 580.00 EXTENDED 2.51 FEBT 3302 WAFNING: CONVEYANCE MlUiOE OUTSIDE OF ACCEPTABLE RANGE, KF'.ATIO I .57 3470 ENCROACHMENT STATIONS= 218.4 269.8 TYPE= 4 TARGET- .007 3495 OVEFSANX ARE?. ASSUMED NON-EFFECTIVE, ELLEA= 44.08 ELREA= 49.47 580.000 8.21 44.39 42.47 44.20 15.25 .86 .45 .14 44. 08 1550.0 .O 1550.0 .o .o 208.8 .O 238.4 38.7 49.47 .37 .oo 7.12 .oo .ooo ,035 ,000 .OOO 36.18 218.37 ,003989 209. 215. 220. 2 19 0 .OO 41.23 259.60 *SECNO 750.000 CHIMP CLSTA= 206.31 CELM= 36.98 BW- 4.00 STCHL- 183.63 STCXR= 226.11 EXCAVATION DATA AEX. 8.8SQ-FT VEXR- .ZK*CU-YC VEXT= 26.8K'CU-YE - 2800 NAT Q1= 264.18 WSELK= 45.34 ENC Ql- 341.27 WSEL= 46.34 RATIO- -.2918 NAT Ql- 463. RATIOS WB, CH. ROB= ,0094 ,7367 ,2539 WSEL- 46.34 3280 CROSS SECTION 750.00 EXTENDED 1.06 FEET - 3470 ENCROACk!MUiT STATIONS= 183.6 226.1 TYPE= 4 TARGET- .263 3495 OVEPBANK AREA ASSUMED NON-EFFECTIVE. ELLEA= 44.00 ELREA= 45.88 - 750.000 8.42 45.40 43.47 45.34 46.15 .74 .89 .01 44.00 - 1550.0 .o 1550.0 .o .o 223.8 .O 239.6 39.0 100000.00 .38 .oo 6.92 .oo .ooo ,035 ,000 ,000 36.98 183.63 ,003477 228. 238. 246. 2 15 0 .OO 42.45 226.08 - 29JUN98 09: 40: 42 SECNO DEPTH CWSEL Q QWB QM TIME VWB VM SWPE XWBL XLCH *SECNO 1000.000 CHIMP CLSTA- 158.92 CELCH- EXCAVATION DATA AEX- 17.6SQ-FT MXR- CRIWS WSELK Mi Hv HL QROB AWB AM AROB VOL VROB XNL XNM m m XWBR ITRIAL IDC 1mNT mFaR 37.66 BW- 4.00 sm. 139.85 STCHR- .lK*CU-YD MXT- 26. SK'CU-YD 2800 NAT Ql- 241.82 WSELK- 46.06 ENC Ql- 326.21 WSEL- NAT Ql. 327. PATIOS WB, M. ROB- .0030 ,9970 .OOOO WSEL= 3280 CROSS SECTION 1000.00 EXTENDED 1.22 FEET 3470 ENCROACHMENT STATIONS= 139.8 185.0 TYPE- 4 TARGET- 3495 OVERBANK ARFA ASSUMED NON-EFFECTIVE, ELLEA= 46.20 ELREA- 1000.000 8.46 46.12 44.39 46.06 46.90 .78 1550.0 .O 1550.0 .o .o 218.5 .o .39 . 00 7.09 . 00 ,000 ,035 ,000 ,003971 198. 200. 199. 2 15 0 47.0C 47.06 ,003 49.71 PAGE 64 OWSS L-BANK ELEV TWA R-BIWK ELBY EININ SSTA TUPWID ENDST 185.01 RATIO= -.3490 .74 .01 46.20 240.6 39.2 100000.00 ,000 37.66 140.00 .OO 45.00 185.00 *SECNO 1230.000 MIMP CLSTA- 184.28 CELCH- 38.27 BW- 4.00 STCHL- 159.50 STCHR- 210.01 EXULVATION DATA AEX. 9.8SQ-FT VEXR= .lK*CU-YD MXT= 27.OK'CU-YD 2800 NAT Ql= 228.75 WSELK- 47.06 ENC Ql- 308.24 WSEL- 48.06 RATIO- -.3475 NAT Q1- 309. RATIOS WB, CH, ROB- ,0023 .9977 .OOOO WSEL- 48.06 3470 ENCROACHMENT STATIONS= 159.5 210.0 TYPE= 4 TARGET- .002 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 48.01 ELREA- 50.14 1230.000 8.81 47.08 45.23 47.06 47.90 .82 .99 .01 48.01 1550.0 .O 1550.0 .o .O 213.2 .O 241.7 39.4 100000.00 .40 . 00 7.27 . 00 ,000 .035 ,000 ,000 38.27 162.27 .004519 232. 234. 231. 2 12 0 .oo 47.73 210.00 *SEW0 1470.000 MIMP CLSTA- 216.92 CELM- 39.20 BW- 4.00 STCHL- 190.00 STMR- 250.00 EXCAVATION DATA AEX- 33.5SQ-FT VEXR= .2K*CU-YD MXT= 27.3K.W-YD - 29JUN98 09:40:42 PAGE 65 SECNO DEPTH CWSEL MIWS WSELK EG Hv HL OWSS L-BANKELEV Q QWB aM QROB AWB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VM VROB XNL XNM XNR WTN ELMIN SSTA - SWPE XWBL XLCH XLOBR ITRIAL IDC Imm corn TOPWID ENDST - 3470 ENCROACHMENT STATIONS- 197.0 250.0 TYPE- 1 TARGET- 53.000 3495 OVERBANX AREA ASSUMED NON-EFWCTIVK, ELLEA- 100000.00 Em- 100000.00 1470.000 9.18 48.38 46.45 48.41 49.23 .85 1.32 .01 100000.00 1550.0 .o 1550.0 .o .o 209.3 .O 243.0 39.7 100000.00 .41 .oo 7.41 . 00 ,000 ,035 .ooo ,000 39.20 197.00 .005470 278. 266. 255. 2 11 0 .OO 53.00 250.00 SSECNO 1810.000 CHIMP CLSTA- 194.71 CELCH= 40.31 BW= 4.00 STCHL- 176.64 STCHR- 216.13 EXCAVATION DATA AEX- 41.6SQ-Fl VEXR. .SK'Cl-YE VEXT- 27.7K'CV-YE 3470 ENCR0AC"T STATIONS- 183.1 216.0 TYPE- 1 TARGET= 32.900 1810.000 9.62 49.93 47.35 49.93 50.82 .89 1.58 .01 100000.00 1550.0 .O 1550.0 .o .O 204.9 .o 244.7 40.1 100000.00 .42 .oo 7.56 . 00 ,000 .035 .ooo ,000 40.31 183.10 ,003777 357. 350. 341. 2 15 0 .OO 32.84 215.94 *SECNO 2100.000 CHIMP CLSTA= 207.00 CELCH= 41.27 BW- 4.00 STCHL= 179.87 STCHR- 234.99 EXCAVATION DATA AEX- 187.6SQ-ET VEXR= 1.4K.Cl-YE VEXT- 29.1K'N-YE 2800 NAT Q1= 265.31 WSELK. 50.85 w(C Ql- 339.02 WSEL= 51.85 RATIO- -.2778 NAT Ql- 339. FATIOS IAB. M, ROB- ,0004 .9996 .OOOO WSEL- 51.85 3470 ENMOACIiMENT STATTONS- 179.9 235.0 TYPE- 4 TAROET= .ooo 2100.000 9.95 51.22 48.52 50.85 51.88 .66 1.04 .02 53.84 1550.0 .O 1550.0 .o .O 238.0 .O 246.3 40.3 54.27 .43 .oo 6.51 .oo ,000 -035 ,000 . ,000 41.27 185.09 ,002822 320. 321. 325. 2 19 0 .OO 43.82 228.91 *SECNO 2420.000 CHIMP CLSTA= 183.11 CELCH. 42.22 BW- 4.00 STCHL= 153.55 SMIR- 205.72 29JUN98 09:40:42 PAGE 66 SECNO DEPTH CWSEL CRIWS WSEJX Ec Hv HL OWSS I-BANKELEV Q QWB acH QROB AWB AM AROB ML TNA R-BANK ELBV TIME VIDB VCH VROB XNL XNCH XNR WrN ELMIN SSTA SLOPE XLOBL XLM XLOBR ITRIAL IDC imm mm TOPWID ENDST EXCAVATION DATA AEX- 206.9SQ-FT VEXR- 2.1K'CU-YD VEXT- 31.2K.CU-YD 2800 NAT Ql- 268.00 WSELK- 51.84 ENC Q1- 344.63 WSEL- 52.84 RATIO- -.2860 NAT Ql= 345. PATIOS WB. CH, ROB= .OOOO ,9997 ,0003 WSEL- 52.84 3470 BNCROACHl4ENT STATIONS- 153.6 205.7 TYPE- 4 TARGET- .ooo 2420.000 9.82 52.04 49.46 51.84 52.73 .69 .84 .Ol 56.00 1550.0 .O 1550.0 .o .O 232.1 .o 247.9 40.6 52.53 .45 . 00 6.68 . 00 ,000 .035 .ooo ,000 42.22 161.47 .003019 290. 288. 286. 2 19 0 .OO 43.27 204.75 'SEW 2700.000 CHIMP CLSTA- 279.09 CELCH- 43.02 BW= 4.00 STCIiL= 250.96 STCHR. 307.55 EXCAVATION DATA REX- 219.4SQ-FT VEXR- 2.2K'W-YD VEXT- 33.4K.CLT-YD 2800 NAT Ql= 278.14 WSELK- 52.78 ENC Q1= 353.20 WSEL- 53.78 RATIO= -.2699 NAT Ql= 353. RATIOS LOB, CH. ROB= .OOOO 1.0000 .OOOO WSEL. 53.78 3470 ENCROACI+WEm STATIONS- 251.0 307.6 TYPE- 4 TARGET- ,000 2700.000 9.86 52.88 50.27 52.78 53.57 .68 .83 .OO 56.09 1550.0 .o ' 1550.0 .o .o 233.9 .O 249.4 40.9 56.25 .46 . 00 6.63 . 00 .ooo ,035 ,000 ,000 43.02 257.37 .002958 279. 279. 280. 2 19 0 .OO 43.44 300.81 *SEW 2980.000 CHIMP CLSTA- 205.60 CELM= 43.97 BW- 4.00 STCHL- 176.60 STCHR- 236.09 EXCAVATION DATA - - AEX- 246.OSQ-FT VEXR= 2.5K*CU-YD VEXT- 35.9K.W-YD 2800 NAT Q1= 275.52 WSELK- 53.69 ENC 01- 350.10 WSEL= 54.69 RATIO= -.2707 NAT Ql- 350. RATIOS LOB, 131, ROB- .OOOO 1.0000 .OOOO WSEL- 54.69 .- 3470 ENCXOACHMEET STATIONS- 176.6 236.1 TYPE- 4 TARGET- ,000 2980.000 9.78 53.75 51.22 53.69 54.45 .70 .88 .Ol 57.47 - 1550.0 .o 1550.0 .o .O 230.6 .O 250.9 41.2 58.22 .47 . 00 6.72 . 00 .ooo ,035 ,000 .OOO 43.97 184.03 .003072 293. 293. 294. 2 19 0 .OO 43.13 227.17 - - 29JUN98 09:40:42 PAGE 67 THIS RUN EXECUTED 29JUN98 09:40:45 t..... fff.f...*.....*.~~*..,*~**..**. HEC-2 WATER SURFACE PROFILES Version 4.6.2; Hay 1991 .fft*tf**....f*.*f.fItt*..*...ttt.tt. NOTE- ASTERISK 1.) AT LEFT OF CROSS-SECXON MRlBER INDICATES MESSAGE IN SuMMplRY OF ERRORS LIST FILE:FwA5.HC2 5128/98 J SECNO 6000.000 6000.000 6260.000 6260.000 6560.000 6560.000 6720.000 6720.000 6960.000 6960.000 7210.000 7210.000 ,001 .001 .010 .010 1.100 1.100 1.110 1.110 2.000 2.000 Q 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 9060.00 9090.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 CWSEL 32.19 33.19 33.36 34.06 34.37 34.93 34.97 35.45 36.78 37.13 39.70 39.97 38.99 39.35 38.67 38.76 40.88 40.85 41.21 41.19 41.22 41.19 SSTA 35.19 32.98 39.11 37.80 14.75 13.54 13.72 12.78 7.61 7.05 25.81 25.07 17.06 16.50 18.95 18.38 24.50 24.50 24.50 24.50 31.57 31.61 ENDST 354.97 355.00 357.42 358.92 325.62 326.94 230.08 230.98 133.89 134.81 170.00 170.00 125.50 125.50 125.50 125.50 133.50 133.50 133.50 133.50 149.03 148.99 29JUN98 09:40:42 SECNO Q 2.900 8970.00 2.900 8970.00 3.000 8970.00 3.000 8970.00 5.100 8970.00 5.100 8970.00 6.210 7600.00 6.210 7600.00 7.580 7600.00 7.580 7600.00 9.150 7600.00 9.150 7600.00 12.200 7600.00 12.200 7600.00 14.650 7600.00 14.650 7600.00 17.190 7600.00 17.190 7600.00 19.830 7600.00 19.830 7600.00 21.510 7600.00 21.510 7600.00 22.810 7600.00 22.810 7600.00 25.410 7600.00 25.410 7600.00 25.860 7600.00 25.860 7600.00 27.140 7600.00 27.140 7600.00 27.150 7600.00 27.150 7600.00 27.160 7600.00 27.160 7600.00 OlSEL 40.98 40.95 42.09 42.08 42.59 42.56 42.81 42.71 43.71 43.67 44.18 44.22 45.23 45.25 45.84 45.82 46.26 46.31 47.02 47.06 47.54 47.54 47.80 47.75 48.17 48.24 51.05 51.10 52.36 53.08 52.38 52.38 54.49 54.49 SSTA 97.05 97.10 175.37 180.00 98.95 158.00 466.08 475.00 476.97 507.00 496.44 500.00 446.96 483.00 471.36 479.00 457.55 457.40 443.80 443.74 520.86 520.86 615.14 615.25 694.00 693.78 715.88 715.74 723.81 722.68 723.79 723.79 720.11 720.11 PAGE 68 ENDST 196.15 196.10 304.21 304.16 320.00 308.00 560.84 560.59 600.01 592.00 598.48 592.00 589.16 583.00 636.26 569.00 603.27 555.00 590.02 542.00 849.95 637.00 854.20 740.00 800.10 800.00 798.97 789.00 801.82 803.23 801.84 801.84 805.89 805.89 29JUN98 SECNO 27.170 27.170 28.040 28.040 29.180 29.180 30.120 30.120 30.500 30.500 * 10375.000 * 10375.000 * 10460.000 10460.000 * 10620.000 10620.000 * 10810.000 10810.000 10980.000 10980.000 11185.000 11185.000 * 11340.000 * 11340.000 11490.000 11490.000 * 11650.000 11650.000 * 11920.000 * 11920.000 12100.000 12100.000 * 12340.000 * 12340.000 09:40:42 Q 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 7590.00 CWSEL 55.29 55.29 55.69 55.67 56.00 56.01 55.68 56.51 55.94 56.80 61.56 61.94 61.53 62.02 61.49 62.21 61.19 62.21 61.62 62.63 62.17 63.22 64.82 64.77 65.92 66.21 66.40 67.05 69.06 69.79 69.71 70.69 70.85 71.82 SSTA 718.51 718.51 731.90 747.00 752.00 752.00 775.90 778.00 775.90 778.00 494.12 997.95 75.00 544.00 150.00 502.00 180.00 340.00 153.08 198.00 162.08 237.00 54.93 228.80 55.71 166.99 69.61 235.91 547.40 1024.68 218.53 518.63 102.91 341.54 ENDST 807.49 807.49 840.04 839.00 848.36 848.40 814.00 812.00 814.00 812.00 1420.00 1086.00 930.00 734.03 920.00 684.00 820.00 450.00 670.00 266.00 720.00 339.77 651.28 503.11 537.29 344.80 524.83 432.00 1369.82 1325.00 964.06 965.00 918.88 872.00 PAGE 69 29JUN98 SEQlO 12590.000 * 12590.000 * 12710.000 12710.000 * 12910.000 f 12910.000 * 13340.000 * 13340.000 13600.000 13600.000 * 13740.000 13740.000 f 13860.000 * 13860.000 * 13880.000 * 13880.000 14040.000 14040.000 14190.000 14190.000 14430.000 14430.000 14900.000 14900.000 15200.000 15200.000 15360.000 15360.000 * 15560.000 * 15560.000 -5.100 -5.100 5.110 5.110 09:40:42 Q 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 8970.00 8970.00 1550.00 1550.00 PAGE 70 CWSEL 73.35 74.09 74.19 74.64 75.39 75.62 78.32 79.08 79.23 80.15 80.44 81.49 81.26 81.34 82.40 83.02 84.10 84.74 85.93 86.92 87.78 88.75 91.73 92.53 95.44 96.10 97.15 98.15 102.35 103.04 42.59 42.56 43.90 43.86 SSTA 65.26 226.94 104.25 233.75 67.09 206.25 106.83 287.68 49.57 65.00 15.55 71.71 41.69 91.86 19.76 83.03 289.92 365.00 169.44 195.00 51.29 50.00 33.09 56.05 117.94 156.14 179.65 209.42 116.69 270.47 99.33 158.00 260.67 260.67 ENDST 622.10 595.00 678.38 593.00 561.24 508.00 520.14 446.00 229.28 159.60 252.23 197.30 254.43 218.54 262.01 220.51 686.50 499.55 513.61 345.00 345.38 244.99 197.36 160.48 282.40 250.00 357.39 298.55 469.00 420.00 307.84 308.00 320.00 308.00 29JUN98 09: 40: 42 - PAGE 71 SBCNO Q CWSEL SSTA ENDST - 310.000 1550.00 44.05 .OO 170.01 310.000 1550.00 43.98 120.00 170.00 - 400.000 1550.00 44.24 44.45 204.44 400.000 1550.00 44.27 155.00 200.00 * 580.000 1550.00 * 580.000 1550.00 44.28 44.39 216.22 218.37 259.36 259.60 750.000 1550.00 750.000 1550.00 45.34 45.40 181.19 183.63 226.08 226.08 1000.000 1550.00 1000.000 1550.00 46.06 46.12 140.11 140.00 185.00 185.00 1230.000 1550.00 1230.000 1550.00 47.06 47.08 162.35 162.27 210.00 210.00 1470.000 1550.00 1470.000 1550.00 48.41 48.38 192.92 197.00 250.00 250.00 * 1810.000 1550.00 iaio.ooo 1550.00 49.93 49.93 114.68 183.10 215.96 215.94 2100.000 1550.00 2100.000 1550.00 50.85 51.22 185.85 185.09 228.15 228.91 2420.000 1550.00 2420.000 1550.00 51.84 52.04 161.88 161.47 204.34 204.75 2700.000 1550.00 2700.000 1550.00 52.78 52.88 257.57 257.37 300.61 300.81 2980.000 1550.00 2980.000 1550.00 53.69 53.75 184.15 184.03 227.05 227.17 29JUN98 09:40:42 - PAGE 72 - FILE:FElL45.HC2 5/28/98 J S73Z+&RY PRINTOUT TmLE 110 - SECNO CWSEL DIFKWS EG MPWID 6000.000 32.19 . 00 32.49 319.78 6000.000 33.19 1.00 33.43 322.02 _- QlOW WH .OO 8680.00 .oo 9090.00 QROB PERENC .oo 330.00 STENCL STCIU STCHR STENC . 00 .oo . 00 25.00 25.00 25.00 355.00 .c 355.00 355.0 359.00 .o 359.00 359.0 - 6260.000 33.36 -00 33.54 318.32 6260.000 34.06 .70 34.23 321.12 .OO 8680.00 .oo 9090.00 .OO . 00 .oo .71 . 00 28.00 28.00 28.00 6560.000 34.37 .OO 34.55 310.86 6560.000 34.93 .56 35.10 313.39 - 6720.000 34.97 . 00 35.32 216.36 - 6720.000 35.45 .49 35.80 218.19 .oo 8680.00 .oo 9090.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 329.00 .c 329.00 329.C 234.00 .L 234.00 234.C .OO 8680.00 .oo 9090.00 . 00 . 00 . 00 . 00 f - * - 6960.000 6960.000 36.78 37.13 . 00 .34 37.73 38.09 126.28 127.75 .OO 8680.00 .oo 9090.00 . 00 . 00 . 00 . 00 .oo .oo .OO . 00 135.00 .c 135.00 135.C 7210.000 7210.000 39.70 39.97 38.99 39.35 . 00 .27 40.46 40.69 144.19 144.93 .oo 9060.00 .oo 9090.00 . 00 . 00 .oo .OO . 00 25.00 25.00 25.00 170.00 .C 170.00 170.C 127.97 125.5 127.97 125.1 .001 ,001 .oo .36 41.47 41.57 108.44 109.00 .OO 8970.00 .OO 8970.00 . 00 .oo 109.00 109.00 16.50 16.50 11.00 11.00 ,010 ,010 38.67 38.76 . 00 .09 41.83 41.83 106.55 107.11 109.00 109.00 .OO 8970.00 .OO 8910.00 . 00 . 00 109.00 109.00 16.50 16.50 11.00 11.00 127.97 125.5 127.97 125.! . 00 . 00 1.100 1.100 40.88 40.85 . 00 - .03 42.46 42.44 .OO 8970.00 .OO 8970.00 109.00 109.00 109.00 109.00 24.50 24.50 22.55 22.55 133.50 133.! 133.50 133.L 1.110 1.110 41.21 41.19 . 00 - .02 42.49 42.47 109.00 109.00 .OO 8970.00 .OO 8970.00 . 00 . 00 24.50 24.50 22.55 22.55 133.50 133.! 133.50 133.1 2.000 2.000 41.22 41.19 .oo -.02 42.64 42.62 117.47 117.37 .OO 8970.00 .oo 8970.00 . 00 . ao 148.40 119.40 1.00 30.00 30.00 30.00 149.40 149.' 149.40 149.' 2.900 2.900 40.98 40.95 . 00 . 00 43.29 43.28 99.10 99.00 .OO 8970.00 .OO 8970.00 . 00 . 00 199.00 . 00 1.00 .oo 95.00 95.00 200.00 200.1 200.00 .I 3.000 3.000 42.09 42.08 . 00 - . 01 43.63 43.63 128.84 124.16 .07 8969.93 .OO 8970.00 . 00 . 00 275.00 130.00 40.00 180.00 1.00 158.00 180.00 180.00 310.00 315.' 310.00 310.' 5.100 5.100 42.59 42.56 42.81 42.74 . 00 - .03 . 00 - .07 43.90 43.90 221.05 150.00 94.76 85.59 18.67 8939.51 .OO 8970.00 11.82 . 00 319.00 150.00 158.02 158.02 307.84 320. 307.84 308. 6.210 6.210 44.54 44.57 .os 7599.95 .OO 7600.00 . 00 . 00 . 00 90.00 . 00 475.00 467.69 467.69 565.00 565.00 565. 7.580 7.580 43.71 43.67 . 00 - .04 45.06 45.11 123.04 85.00 46.38 7553.62 .OO 7600.00 . 00 . 00 250.00 85.00 415.00 507.00 507.00 507.00 600.75 665. 600.75 592. 29JUN98 f SECNO 9.150 9.150 12.200 12.200 14.650 14.650 17.190 17.190 19.830 19.830 21.510 21.510 22.810 22.810 25.410 25.410 25.860 25.860 27.140 27.140 27.150 27.150 27.160 27.160 27.170 27.170 28.040 28.040 29.180 29.180 30.120 30.120 30.500 30.500 09:40:42 CWSEL 44.18 44.22 45.23 45.25 45.84 45.82 46.26 46.31 47.02 47.06 47.54 47.54 47.80 47.75 48.17 48.24 51.05 51.10 52.36 53.08 52.38 52.38 54.49 54.49 55.29 55.29 55.69 55.67 56.00 56.01 55.68 56.51 55.94 56.80 DIFKWS . 00 .04 . 00 .02 . 00 - .02 -00 .05 . 00 .03 . 00 .oo . 00 - .05 . 00 .07 . 00 .05 . 00 .71 -00 . 00 . 00 . 00 . 00 . 00 . 00 -. 01 .OO .01 . 00 .84 . 00 .86 PAGE 73 ED TOPWID QWB QCH QROB PERBNC STENCL STML STCHR STENC .O 45.59 92.00 .OO 7600.00 .OO 92.00 500.00 500.00 599.58 592.0 45.53 102.03 .13 7599.87 . 00 .oo .oo 500.00 599.58 . 00 . 00 .oo 493.00 590.83 .O 46.33 142.20 35.40 7564.60 46.36 100.00 19.41 7580.58 -00 100.00 483.00 493.00 590.63 583.0 . 00 .OO 470.35 569.00 .o 46.84 164.90 .OO 7525.93 74.07 46.89 90.00 .OO 7600.00 .OO 90.00 479.00 470.35 569.00 569.0 47.45 145.72 .OO 7591.94 8.06 . 00 .OO 452.00 555.00 .o 47.49 97.60 .OO 7600.00 .OO 103.00 452.00 452.00 555.00 555.0 48.06 146.22 .OO 7575.42 24.58 . 00 .OO 442.00 542.00 .O 48.09 98.26 .OO 7600.00 .OO 100.00 442.00 442.00 542.00 542.0 48.40 329.10 .OO 7478.92 121.08 . 00 .OO 520.00 637.00 .O 48.44 116.14 .OO 7600.00 .OO 117.00 , 520.00 520.00 637.00 637.0 48.63 239.06 .OO 7181.41 418.59 . 00 .OO 610.00 715.00 .0 48.71 124.75 .OO 7503.18 96.82 130.00 610.00 610.00 715.00 740.0 49.15 106.10 .OO 7600.00 .oo .oo .OO 677.00 803.76 .O 49.20 106.22 .OO 7600.00 .OO 123.00 677.00 677.00 803.76 800.0 54.36 83.09 .oo 7599.83 .16 850.00 338.00 708.00 797.03 1188.0 54.60 73.26 .OO 7600.00 .OO 81.00 708.00 708.00 797.03 789.0 55.40 78.02 .OO 7600.00 . 00 . 00 .OO 643.00 827.00 .c 55.58 80.55 .OO 7600.00 .OO 184.00 643.00 643.00 827.00 827.C 55.99 78.06 .OO 7600.00 . 00 . 00 .OO 643.00 827.00 .l 55.99 78.06 .OO 7600.00 .OO 184.00 643.00 643.00 827.00 827.1 56.71 56.71 56.79 56.79 56.99 57.00 57.32 57.32 61.08 62.35 61.08 62.35 85.77 85.77 88.99 88.99 108.13 92.00 96.36 96.40 38.10 34.00 38.10 34.00 . 00 . 00 . 00 . 00 21.79 . 00 . 00 . 00 . 00 . 00 . 00 . 00 7600.00 7600.00 7600.00 7600.00 7578.21 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 184.00 . 00 184.00 197.00 92.00 . 00 98.00 38.10 34.00 38.10 34.00 . 00 643.00 . 00 643.00 686.00 747.00 . 00 752.00 775.90 778.00 775.90 778.00 643.00 643.00 643.00 643.00 747.00 747.00 752.00 752.00 775.90 775.90 775.90 775.90 827.00 .l 827.00 827.1 827.00 .I 827.00 827.1 844.68 883.1 844.68 839.( 852.36 .< 852.36 850.1 814.00 814. 814.00 812.' 814.00 814. 814.00 812. 29JUN98 SE(U0 10375.000 * 10375.000 f 10460.000 10460.000 * 10620.000 10620.000 f 10810.000 10810.000 10980.000 10980.000 11185.000 11185.000 11340.000 f 11340.000 11490.000 11490.000 * 11650.000 11650.000 11920.000 11920.000 12100.000 12100.000 * 12340.000 * 12340.000 12590.000 * 12590.000 f 12710.000 12710.000 * 12910.000 * 12910.000 * 13340.000 * 13340.000 13600.000 13600.000 09:40:42 CWSEL 61.56 61.94 61.53 62.02 61.49 62.21 61.19 62.21 61.62 62.63 62.17 63.22 64.82 64.77 65.92 66.21 66.40 67.05 69.06 69.79 69.71 70.69 70.85 71.82 73.35 74.09 74.19 74.64 75.39 75.62 78.32 79.08 79.23 80.15 DIPKWS .oo .38 .oo .49 . 00 .71 . 00 1.02 . 00 1.01 . 00 1.05 . 00 - .05 .oo .29 . 00 .65 . 00 .73 . 00 .98 . 00 .97 -00 .74 . 00 .46 . 00 .22 . 00 .75 . 00 .92 EG 61.61 62.90 61.64 63.03 61.75 63.33 62.21 63.95 62.59 64.42 63.30 65.01 65.92 66.43 66.40 67.09 67.50 68.30 69.44 70.43 70.12 71.08 71.79 72.86 73.98 74.62 74.54 75.14 76.40 76.92 78.79 79.79 80.28 81.45 TOEWID 925.88 88.05 855.00 190.03 770.00 182.00 640.00 110.00 516.92 68.00 557.91 102.77 596.35 274.31 481.57 177.82 455.22 196.09 822.42 300.32 745.52 446.37 619.41 484.42 556.84 368.06 574.13 359.25 494.15 301.75 413.31 158.32 179.71 94.60 QWB 4333.99 179.84 3769.01 . 00 2237.71 . 00 569.45 354.47 94.84 . 00 191.82 . 00 496.07 38.73 3239.64 3087.42 2500.26 2887.71 4208.21 3418.45 4474.14 4450.68 3731.04 3117.28 2484.23 2645.82 3643.84 3951.34 2699.04 2462.01 2842.95 2046.85 25.18 .oo PAGE 74 G€H QROB PERENC STKNCL STCHL SM(R STEN< 2254.97 1001.05 950.00 470.00 1012.00 1086.00 1420.1 7410.16 . 00 .86 997.95 1012.00 1086.00 1086.1 2299.75 1521.24 855.00 75.00 544.00 597.00 930.1 5497.29 2092.71 .85 544.00 544.00 597.00 734.1 3059.64 2292.66 770.00 150.00 502.00 555.00 920.r 5470.21 2119.79 .82 502.00 502.00 555.00 684.c 6060.72 959.83 640.00 180.00 385.00 475.00 820.( 7235.52 .OO 110.00 340.00 385.00 475.00 450.1 1.00 185.00 279.00 670.( 6330.14 1165.02 669.00 7590.00 .OO 68.00 198.00 185.00 279.00 266.1 1.00 237.00 312.00 720.1 5621.99 1776.20 719.00 7177.08 412.92 .59 237.00 237.00 312.00 339.' 4852.86 2241.06 . 00 .OO 233.00 282.00 ., 5562.64 1988.63 .16 228.80 233.00 282.00 503: 3363.59 986.77 . 00 .OO 290.00 338.00 .{ 4260.39 242.19 .33 166.99 290.00 338.00 344.1 4463.22 626.51 . 00 .OO 380.00 432.00 _I 4702.28 .oo .24 235.91 380.00 432.00 432.1 3341.65 40.14 . 00 .OO 1265.00 1325.00 4171.55 . 00 ,114 1024.68 1265.00 1325.00 1325.' 3115.86 . 00 . 00 .OO 898.00 965.00 3139.32 . 00 .311 518.63 898.00 965.00 965. 3808.82 50.14 . 00 .OO 815.00 872.00 4472.72 . 00 .44 341.54 815.00 872.00 872. 4985.50 50.27 . 00 .oo 490.00 595.00 4874.18 . 00 .16 226.94 490.00 595.00 595. 3051.79 824.36 . 00 .oo 533.00 593.00 3568.66 .oo .28 233.75 533.00 593.00 593. 4544.26 276.70 . 00 .OO 455.00 508.00 5057.99 .oo .20 206.25 455.00 508.00 508. 4449.24 227.81 . 00 .OO 348.00 446.00 5473.15 . 00 .32 287.68 348.00 446.00 446. 65.00 155.00 5947.24 1547.58 .oo . 00 7319.72 200.28 .24 65.00 65.00 155.00 159. 29JUN98 SECNO * 13740.000 13740.000 * 13860.000 * 13860.000 *' 13880.000 13880.000 14040.000 14040.000 14190.000 14190.000 14430.000 14430.000 14900.000 14900.000 15200.000 15200.000 15360.000 15360.000 f 15560.000 * 15560.000 -5.100 -5.100 5.110 5.110 310.000 310.000 400.000 400.000 580.000 580.000 750.000 750.000 1000.000 1000.000 09:40:42 CWSEL 80.44 81.49 81.26 81.34 82.40 83.02 84.10 84.74 85.93 86.92 87.78 88.75 91.73 92.53 95.44 96.10 97.15 98.15 102.35 103.04 42.59 42.56 43.90 43.86 44.05 43.98 44.24 44.27 44.28 44.39 45.34 45.40 46.06 46.12 DIFKWS . 00 1.05 . 00 .07 . 00 .62 . 00 .65 . 00 .98 .oo .97 . 00 .81 . 00 .66 . 00 -99 . 00 .69 . 00 - .03 . 00 - .04 . 00 - .08 . 00 .03 . 00 .ll .oo .06 . 00 .06 EG 81.04 82.23 82.98 83.77 83.33 84.21 85.09 86.18 86.64 87.79 88.59 89.74 93.32 94.31 96.84 97.88 98.32 99.55 103.62 105.35 43.91 43.90 44.27 44.27 44.43 44.48 44.58 44.66 45.18 45.25 46.10 46.15 46.86 46.90 TOPWID 236.68 125.59 212.73 126.68 242.25 137.49 396.57 134.55 331.62 150.00 294.08 194.99 164.27 104.43 164.46 93.86 177.74 89.13 352.31 149.53 208.51 150.00 59.33 47.33 170.01 50.00 159.98 45.00 43.14 41.23 44.89 42.45 44.89 45.00 QLOB 950.34 344.59 698.06 121.73 1078.52 531.76 454.66 .oo 296.14 . 00 . 00 . 00 1519.05 1237.85 1524.06 28.44 1177.82 438.45 3676.68 2501.75 18.39 . 00 . 00 . 00 133.14 .07 55.14 . 00 . 11 . 00 2.52 . 00 . 00 . 00 OCH 5046.70 5990.68 5868.84 6993.24 5209.66 6452.86 5840.79 7428.92 6019.19 7520.00 3309.08 4522.42 4477.04 5039.80 5913.14 7491.56 5308.29 6574.51 3407.54 5018.25 8951.61 8970.00 1506.38 1549.64 1416.86 1549.93 1494.86 1550.00 1549.89 1550.00 1547.48 1550.00 1550.00 1550.00 QROB 1522.95 1184.73 953.10 405.03 1231.82 535.38 1224.55 91. 08 1204.66 . 00 4210.92 2997.58 1523.91 1242.35 82.80 .oo 1033.88 507.04 435.78 . 00 . 00 . 00 43.62 .36 . 00 . 00 . 00 . 00 . 00 .oo .oo .oo . 00 . 00 PERENC . 00 .24 . 00 .19 . 00 .25 . 00 .34 . 00 .32 .oo .33 .oo .15 . 00 .25 -00 .24 . 00 .43 320.00 150.00, 59.33 47.33 . 00 50.00 . 00 45.00 . 00 . 01 226.10 .26 . 00 . 00 STENCL . 00 71.71 . 00 91.86 .oo 83.03 . 00 365.00 . 00 195.00 . 00 50.00 .oo 56.05 . 00 156.14 . 00 209.42 . 00 270.47 . 00 158.00 260.67 260.67 .oo 120.00 . 00 155.00 . 00 218.37 . 00 183.63 . 00 139.85 STCHL 80.00 80.00 95.44 95.44 95.44 95.44 365.00 365.00 195.00 195.00 50.00 50, 00 75.00 75.00 157.00 157.00 216.00 216.00 314.00 314.00 158.02 158.02 158.02 158.02 120.10 120.10 154.78 154.78 218.37 218.37 183.63 183.63 139.85 139.85 PAGE 75 SMIR 175.00 175.00 208.57 208.57 208.57 208.57 495.00 495.00 345.00 345.00 160.00 160.00 142.00 142.00 250.00 250.00 291.00 291.00 420.00 420.00 307.84 307.84 307.67 307.67 170.15 170.15 204.62 204.62 269.75 269.75 226.11 226.11 185.01 185.01 STEN< _I 197. ./ 218.' .I 220.' .I 499.' .c 345.1 _I 244.' .t 160.. 250.1 298. 420. 320. 308. 320. 308. 170. 200. 269. 226 226 185 29JUN98 SECNO 1230.000 1230.000 1470.000 1470.000 1810.000 1810.000 2100.000 2100.000 2420.000 2420.000 2700.000 2700.000 2980.000 2980.000 09:40:42 CWSEL 47.06 47.08 48.41 48.38 49.93 49.93 50.85 51.22 51.84 52.04 52.78 52.88 53.69 53.75 DIPKWS . 00 .02 . 00 - .03 . 00 . 00 . 00 .37 . 00 .20 . 00 .10 .oo .06 EG 47.89 47.90 49.24 49.23 50.60 50.82 51.61 51.88 52.59 52.73 53.49 53.57 54.41 54.45 MPWID 47.65 47.73 57.08 53.00 101.28 32.84 42.30 43.82 42.46 43.27 43.05 43.44 42.89 43.13 QWB . 00 . 00 .oo . 00 43.79 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo (ICH 1550.00 1550.00 1550.00 1550.00 1506.21 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 QROB . 00 .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 -00 . 00 . 00 . 00 . 00 Pmc . 00 . 00 250.10 53.00 . 00 32.90 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 STENCL .oo 159.50 . 00 197.00 .oo 183.10 . 00 179.87 . 00 153.55 . 00 250.96 . 00 176.60 STCHL 159.50 159.50 190.00 190.00 176.64 176.64 179.87 179.87 153.55 153.55 250.96 250.96 176.60 176.60 PAGE 76 SMiR 210.01 210.01 250.00 250.00 216.13 216.i3 234.99 234.99 205.72 205.72 307.55 307.55 236.09 236.09 STENC .a 210.0 250.1 250.0 .o 216.0 .o 236.0 .o 205.7 .o 307.5 .o 236.1 29JUN98 09:40:42 PAGE 77 FILE:FEMRS.HC2 5/28/98 J SUMMARY PRINTOUT TABLE 150 . f SECNO 6000.000 6000.000 6260.000 6260.000 6560.000 6560.000 6720.000 6720.000 6960.000 6960.000 7210.000 7210.000 ,001 ,001 .010 .010 1.100 1.100 1.110 1.110 2.000 2.000 2.900 2.900 3.000 3.000 5.100 5.100 6.210 6.210 7.580 7.580 XLCH . 00 . 00 260.00 260.00 300.00 300.00 160.00 160.00 240.00 240.00 250.00 250.00 90.00 90.00 1.00 1.00 110.00 110.00 1.00 1.00 70.00 70.00 170.00 170.00 75.00 75.00 60.00 60.00 121.00 121.00 137.00 137.00 ELTRD . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 . 00 . 00 .oo .oo 45.80 45.80 45.80 45.80 .oo . 00 .oo .oo . 00 .oo . 00 . 00 . 00 .oo .oo .oo . 00 . 00 ELK . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 . 00 . 00 .oo .oo . 00 .oo 43.30 43.30 43.30 43.30 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 EWIN 24.40 24.40 24.50 24.50 25.00 25.00 25.50 25.50 26.00 26.00 28.50 28.50 31.60 31.60 31.60 31.60 31.60 31.60 31.60 31.60 31.70 31.70 31.90 31.90 32.10 32.10 32.09 32.09 32.26 32.26 32.46 32.46 Q 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 8680.00 9090.00 9060.00 9090.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 8970.00 7600.00 7600.00 7600.00 7600.00 CWSEL 32.19 33.19 33.36 34.06 34.37 34.93 34.97 35.45 36.78 37.13 39.70 39.97 38.99 39.35 38.67 38.76 40.88 40.85 41.21 41.19 41.22 41.19 40.98 40.95 42.09 42. 08 42.59 42.56 42.81 42.74 43.71 43.67 CRIWS 32.07 28.75 27.94 28.03 28.89 28.98 29.84 29.97 32.69 32.88 35.13 35.15 38.31 38.35 38.67 38.67 38.36 38.36 38.07 38.07 38.61 38.61 39.73 39.73 39.86 39.86 40.30 40.31 40.61 40.55 40.53 40.49 ED 32.49 33.43 33.54 34.23 34.55 35.10 35.32 35.80 37.73 38.09 40.46 40.69 41.47 41.57 41.83 41.83 42.46 42.44 42.49 42.47 42.64 42.62 43.29 43.28 43.63 43.63 43.90 43.90 44.54 44.57 45. 06 45.11 1O'KS 49.26 33.23 33.25 27.90 34.07 30.20 60.85 56.02 159.68 156.59 79.68 73.30 39.37 33.23 72.70 69.91 27.52 27.77 14.05 14.17 17.12 17.27 30.87 31.19 40.69 40.91 41.86 42.79 43.12 44.45 28.87 30.28 VM 4.38 3.95 3.40 3.28 3.46 3.39 4.75 4.70 7.80 7.86 7.00 6.82 12.64 11.96 14.27 14.06 10.08 10.11 9.07 9.10 9.57 9.60 12.21 12.25 9.96 9.97 9.21 9.29 10.56 10.87 9.34 9.63 ARUL .011 1982.29 1236.6 2303.20 1576,s 2550.13 1505.? 2774.09 1720.5 2506.17 1487.1 2680.84 1654.1 1828.68 1112: 1934.45 1214.1 1112.28 686.1 1155.93 726.2 1294.32 1014.1 1333.54 1061.'. 709.49 1429.5 749.71 1556.: 628.65 1052.1 638.06 1072.1 890.28 1709.' 887.43 1702. 988.44 2392.' 985.88 2383.i 936.83 2168.1 934.00 2158. 734.71 1614. 732.17 1606.. 901.08 1406.. 899.47 1402. 994.82 1386. 965.80 1371. 719.74 1157. 699.14 1139. 834.83 1414. 789.59 1381. 29JUN98 SECXO 9.150 9.150 12.200 12.200 14.650 14.650 17.190 17.190 19.830 19.830 21.510 21.510 22.810 22.810 25.410 25.410 25.860 25.860 27 .I40 27.140 27.150 27.150 27.160 27.160 27.170 27.170 28.040 28.040 29.180 29.180 30.120 30.120 30.500 30.500 09:40:42 XLCH 157.00 157.00 305.00 305.00 245.00 245.00 254.00 254.00 264.00 264.00 168.00 168.00 130.00 130.00 260.00 260.00 45.00 45.00 106.00 106.00 1.00 1.00 50. 00 50.00 1.00 1.00 64.00 64.00 114.00 114.00 94.00 94.00 38.00 38.00 ELTFD . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo .oo . 00 . 00 -00 . 00 . 00 .oo .oo .oo .oo .oo 58.00 58.00 58.00 58.00 . 00 . 00 . 00 .oo . 00 . 00 . 00 . 00 58.40 58.40 ELLC .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 58.00 58.00 58.00 58.00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 56.00 56.00 EWIN 32.69 32.69 33.15 33.15 33.52 33.52 33.89 33.89 34.29 34.29 34.54 34.54 34.73 34.73 35.12 35.12 42.30 42.30 42.70 42.70 42.50 42.50 43.30 43.30 43.30 43.30 43.60 43.60 44.32 44.32 44.90 44.90 44.90 44.90 (1 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 7600.00 WSEL 44.18 44.22 45.23 45.25 45.84 45.82 46.26 46.31 47.02 47.06 47.54 47.54 47.80 47.75 48.17 48.24 51.05 51.10 52.36 53.08 52.38 52.38 54.49 54.49 55.29 55.29 55.69 55.67 56.00 56.01 55.68 56.51 55.94 56.80 CRIWS 40.94 40.94 41.12 41.12 41.48 41.49 42.36 42.36 42.71 42.71 42.95 42.95 43.21 43.21 43.67 43.69 51.05 51.10 51.98 51.98 52.38 52.38 52.59 52.61 52.15 52.15 52.31 52.33 52.63 52.63 55.68 56.51 . 00 . 00 go 45.53 45.59 46.33 46.38 46.84 46.89 47.45 47.49 48.06 48.09 48.40 48.44 48.63 48.71 49.15 49.20 54.36 54.60 55.40 55.58 55.99 55.991 56.71 56.71 56.79 56.79 56.99 57.00 57.32 57.32 61.08 62.35 61.08 62.35 10.w 30.68 30.00 21.80 21.40 19.21 19.97 24.87 24.65 20.03 20.21 18. 95 19.85 16.61 18.40 19.87 19.39 104.92 106.61 87.59 66.22 160.52 160.52 87.11 87.11 32.41 32.41 27.32 27.90 28.69 28.50 31.04 33.36 28.91 31.09 VM 9.32 9.39 8.46 8.55 8.08 8.30 8.76 8.73 8.17 8.17 7.50 7.62 7.52 7.90 7.93 7.86 14.60 15.00 13.99 12.68 15.25 15.25 11.95 11.95 9.82 9.82 9.19 9.22 9.20 9.18 18.66 19.39 18.20 18.90 PRGE 78 Am.4 .01K 816.18 1372.1 809.38 1387.6 922.82 1627.7 898.29 1642.9 978.33 1734.1 915.61 1700.5 877.64 1523.8 870.87 1530.6 948.82 1698.1 930.70 1690.5 1094.16 1746.0 997.36 1705.8 1158.97 1864.5 994.04 1771.5 958.63 1704.8 966.54 1725.8 520.58 741.9 506.56 736.0 543.34 812.C 599.15 933.5 498.44 599.6 498.44 599.6 636.06 814.: 636.06 814.1 774.09 1334.f 774.09 1334.f 836.96 1453.! 824.02 1438.' 826.04 1418.1 827.89 1423.1 407.32 1364. 392.04 1315. 417.59 1413. 402.06 1363. 29JUN98 09:40:42 PAGE 79 EU4IN Q CWSEL CRIWS EG 10'KS VCH AREA .01 SECNO XLQI ELTRD ELLC 2.49 5053.61 7610. 7.94 988.59 2357. 10375.000 58.00 . 00 .OO 45.20 7590.00 61.56 56.64 61.61 .99 * 10375.000 58.00 . 00 .OO 45.20 7590.00 61.94 55.93 62.90 10.36 10460.000 85.00 .oo .OO 47.00 7590.00 61.53 59.15 61.64 3.04 4.00 3502.86 4352. 9.15 1106.22 1833.8 10460.000 85.00 . 00 .OO 47.00 7590.00 62.02 60.50 63.03 17.13 * 10620.000 160.00 . 00 .OO 48.20 7590.00 61.49 60.21 61.75 7.09 5.78 2537.02 2819. 9.64 1041.51 1705. 10620.000 160.00 . 00 .OO 48.20 7590.00 62.21 60.65 63.33 19.80 9.01 1327.51 1545. 10810.000 190.00 . 00 .OO 48.90 7590.00 62.21 59.40 63.95 26.04 10.82 768.34 1487. f 10810.000 190.00 .oo .OO 48.90 7590.00 61.19 61.14 62.21 24.12 8.58 1290.14 1694. 10.74 706.85 1454. 10980.000 170.00 . 00 .OO 49.60 7590.00 61.62 61.08 62.59 20.05 10980.000 170.00 . 00 .OO 49.60 7590.00 62.63 59.47 64.42 27.23 * 11185.000 205.00 . 00 .OO 50.20 7590.00 62.17 62.17 63.30 27.09 9.78 1258.44 1458. 11185.000 205.00 . 00 .OO 50.20 7590.00 63.22 61.53 65.01 30.35 10.98 741.44 1377. f 11340.000 155.00 . 00 . 00 50.80 7590.00 64.82 64.82 65.92 24.31 10.27 1334.49 1539. * 11340.000 155.00 . 00 .OO 50.80 7590.00 64.77 64.77 66.43 32.48 11.83 965.38 1331. 6.49 1425.77 1330. 11490.000 150.00 . 00 .OO 51.70 7590.00 65.92 64.73 66.40 32.54 11490.000 150.00 . 00 .OO 51.70 7590.00 66.21 64.62 67.09 47.79 8.01 1018.01 1097. 9.86 995.05 756. 9.66 859.75 783. * 11650.000 160.00 . 00 .OO 52.70 7590.00 66.40 66.40 67.50 100.64 11650.000 160.00 . 00 .OO 52.70 7590.00 67.05 66.49 68.30 93.86 * 11920.000 270.00 . 00 .OO 55.00 7590.00 69.06 68.45 69.44 37.03 6.18 1698.58 1247. 7.14 1209.44 1116. * 11920.000 270.00 . 00 .OO 55.00 7590.00 69.79 68.69 70.43 46.20 6.30 1583.60 1080. 5.61 1524.23 1298. 12100.000 180.00 . 00 . 00 56.80 7590.00 69.71 69.39 70.12 49.30 12100.000 180.00 .oo .OO 56.80 7590.00 70.69 69.66 71.08 34.15 - * 12340.000 * 12340.000 240.00 240.00 . 00 . 00 . 00 . 00 59.20 7590.00 59.20 7590.00 70.85 71.82 70.85 71.82 71.79 72.86 109.02 102.87 70.04 48.29 9.19 1053.03 726. 9.52 1011.12 748. 7.16 1286.86 898. 6.30 1324.68 1082. 12590.000 * 12590.000 - * 12710.000 12710.000 - 250.00 250.00 120.00 120.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 60.30 7520.00 60.30 7520.00 60.70 7520.00 60.70 7520.00 73.35 74.09 72.99 73.03 73.98 74.62 74.19 74.64 73.25 73.51 74.54 75.14 30.30 38.69 5.65 1656.02 1366. 6.29 1355.90 1208. * 12910.000 12910.000 - * 13340.000 - * 13340.000 200.00 200.00 430.00 430.00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 61.40 7520.00 61.40 7520.00 65.90 7520.00 65.90 7520.00 75.39 75.62 75.39 75.62 76.40 76.92 89.51 110.84 9.51 1071.08 794. 10.33 891.42 714. 78.32 79.08 76.63 76.18 78.79 79.79 36.41 42.87 74.08 80.37 5.81 1388.96 1246. 6.52 1114.40 1148. 8.35 917.66 873 9.21 822.52 838 13600.000 13600.000 - 260.00 260.00 -00 . 00 .oo . 00 67.70 7520.00 67.70 7520.00 79.23 80.15 77.37 77.16 80.28 81.45 29JuN98 SECNO 13740.000 13740.000 13860.000 13860.000 13880.000 13880.000 14040.000 14040.000 14190.000 14190.000 14430.000 14430.000 14900.000 14900.000 15200.000 15200.000 15360.000 15360.000 15560.000 15560.000 -5.100 -5.100 5.110 5.110 310.000 310.000 400.000 400.000 580.000 580.000 750.000 750.000 1000.000 1000.000 09 : 40: 42 XLCH 140.00 140.00 120.00 120.00 20.00 20.00 160.00 160.00 150.00 150.00 240.00 240.00 470.00 470.00 300.00 300.00 160.00 160.00 aoo.00 200.00 60.00 60.00 80.00 80.00 107.00 107.00 105.83 105.83 214.71 214.71 238.08 238.08 200.30 200.30 ELTRD . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 .oo .oo .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo .oo . 00 . 00 . 00 . 00 . 00 . 00 .oo ELLC .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 . 00 . 00 . 00 .oo .no .oo . 00 . 00 . 00 . 00 . 00 .oo .oo . 00 . 00 . 00 . 00 . 00 . 00 EWIN 71.00 71.00 75.00 75.00 75.00 75.00 75.70 75.70 77.00 77.00 80.00 80.00 84.00 84.00 86.50 86.50 88.00 88.00 97.00 97.00 32.09 32.09 32.09 32.09 35.17 35.17 35.48 35.48 36.18 36.18 36.98 36.98 37.66 37.66 Q 7520.00 7520.00 7520.00 7520.00 7520. OD 7520.00 7520.00 7520.00 7520.00 75a0.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 7520.00 8970.00 8970.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 CWSEL 80. 44 81.49 81.26 81.34 82.40 83.02 84.10 84.74 85.93 86.92 87.78 88.75 91.73 92.53 95.44 96.10 97.15 98.15 102.35 103.04 42.59 42.56 43.90 43.86 44.05 43.98 44.24 44.27 44.28 44.39 45.34 45.40 46.06 46.12 CRIWS 77.73 77.50 81.26 81.34 81.27 81.22 83.88 83.53 84.80 84.19 86.85 87.36 91.11 91.14 94.04 94.39 95.29 95.30 102.35 103.04 .oo . 00 40.33 40.33 40.86 40.86 40.40 40.40 42.47 42.47 43.48 43.47 44.40 44.39 Eo 81.04 82.23 82.98 83.77 83.33 84.21 85.09 86.18 86.64 87.79 88.59 89.74 93.32 94.31 96.84 97.88 98.32 99.55 103.62 105.35 43.91 43.901 44.27 44.27 44.43 44.48 44.58 44.66 45.18 45.25 46.10 46.15 46.86 46.90 10.w 37.28 35.63 224.48 302.96 87.73 97.10 130.21 146.30 79.46 77.21 77.45 80.48 126.96 110.36 108.41 132.30 74.97 78.24 180.97 237.13 42.05 42.90 12.89 13.89 16.30 20.37 11.68 12.88 42.46 39.89 34.42 34.77 41.09 39.71 VCH 6.27 6.63 10.65 12.50 7.66 8.60 8.52 9.64 7.04 7.50 6.23 7.09 9.93 9.99 9.27 10.72 8.68 9.58 8.24 10.32 9.23 9.30 4.94 5.12 5.12 5.67 4.75 4.98 7.60 7.42 6.98 6.92 7.18 7.09 PAGE 80 ARBA 1207.36 1101.63 715.46 601.64 976.51 862.45 972.84 783.40 1136.68 1002.34 1060.45 965.76 745.65 711.00 806.57 705.61 867.67 790.49 848.13 649.86 986.80 965.04 328.11 303.49 368.04 273.37 360.80 311.16 204.10 208.82 223.25 223.85 215.99 218.53 ,011 1231.' 1259.: 501.1 432.1 802.i 763. 659.1 621.' 843.1 855. I 854.1 838.. 667.. 715. I 722.: 653: 868.' 850. 559. 488. 1383. 1369. 431. 415. 383. 343. 453. 431. 237. 245. 264. 262. 241. 245. 29JUN98 SEW 1230.000 1230.000 1410.000 1470.000 * 1810.000 1810.000 2100.000 2100.000 2420.000 2420.000 2100.000 2700.000 2980.000 2980.000 A MAXIHUM OF 09:40:42 XLCH 233.74 233.74 265.53 265.53 350.45 350.45 320.55 320.55 287.60 287.60 279.08 279.08 293.00 293.00 ELTFD .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 .oo .OO .oo . 00 . 00 ELLC . 00 . 00 . 00 . 00 . 00 .oo . 00 . 00 . 00 . 00 . 00 . 00 . 00 . 00 I TABLES MRY BE GENERATED GMIN 38.27 38.21 39.20 39.20 40.31 40.31 41.27 41.21 42.22 42.22 43.02 43.02 43.91 43.91 Q 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 1550.00 CWSEL 41.06 41.08 48.41 48.38 49.93 49.93 50.85 51.22 51.84 52.04 52.78 52.88 53.69 53.15 CRIWS 45.23 45.23 46.45 46.45 41.40 41.35 48.52 48.52 49.48 49.46 50.21 50.27 51.22 51.22 EO 47.89 41.90 49.24 49.23 50.60 50.82 51.61 51.88 52.59 52.13 53.49 53.51 54.41 54.45 10'Ks 45.91 45.19 56.19 54.70 27.17 31.11 34.13 28.22 33.45 30.19 31.06 29.58 31.65 30.72 VM 7.31 1.21 7.32 1.41 6.67 1.56 6.99 6.51 6.94 6.68 6.15 6.63 6.80 6.12 PAGE 81 212.05 228.: 213.24 230.! 211.79 205.c 209.25 209.F 253.52 294.2 204.b2 252.: 221.63 265.: 238.03 291: 223.31 268.1 232 .Ol 282,: 229.62 278.: 233.87 285.1 228.00 275.! 230.56 279.1 - - 29JUN98 09:40:42 SuMMI\RY OF ERRORS AND SPECIAL NOTES WARNING SECNO= WARNING SECNO- WARNING SECNO= WARNING SECNO- WAFNING SECNO. WARNING SECNO- CAUTION SEW- CAUTION SECNO- WARNING SECNO- WARNING SECNO- WARNING SEW= CAUTION SECNO- CAUTION SEW= CAUTION SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO= CAUTION SECNO- CAUTION SECNO= WARNING SECNO- WARNING SECNO= CAUTION SEW- CAUTION SECNO- CAUTION SEW- CAUTION SEW= WARNING SEW= WARNINC SEW= WARNING SEW- WARNIND SECNO- WARNING SECNO- CAUTION SEW= CAUTION SECNO= CAUTION SECNO- CAUTION SEW- CAUTION SEW- CAUTION SECNO- 6960.000 PROFILE- 1 6960.000 PROFILE- 2 7210.000 PROFILE= 1 1210.000 PROFILE- 2 .001 PROFILE= 1 ,001 PROFILE- 2 ,010 PROFILE- 1 .010 PROFILE- 1 .010 PROFILE- 2 1.100 PROFILE- 1 1.100 PROFILE- 2 25.860 PROFILE- 1 25.860 PROFILE= 1 25.860 PROFILE- 2 25.860 PROFILE= 2 27.150 PROFILE- 1 21.150 PROFILE- 1 27.150 PROFILE- 2 27.150 PROFILE- 2 21.110 PROFILE= 1 21.110 PROFILE= 2 30.120 PROFILE- 1 30.120 PROFILE- 1 30.120 PROFILE= 2 30.120 PROFILE- 2 10315.000 PROFILE- 1 10315.000 PROFILE- 2 10460.000 PROFILE= 1 10620.000 PROFILE- 1 10810.000 PROFILE= 1 11185.000 PROFILE- 1 11185.000 PROFILE- 1 11340.000 PROFILE- 1 11340.000 PROFILE- 1 11340.000 PROFILE- 2 11340.000 PROFILE. 2 PAGE 82 CONVEYANCE CHANGE OUTSIDE ACCBPTABLE RANGE CoNVEyANcE CHANGE OUTSIDE ACCEPTABLE PANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE PANGE mNvEyANcE CHANGE OUTSIDE ACCEPTABLE RANGE CoNYEymcE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENBRGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPBCIFIC ENERGY CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY 29JUN98 09:40:42 - PAGE 83 CAUTION SECNO- 11650.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO. 11650.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 11920.000 PROFILE- 1 rnm~~~ CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11920.000 PROFILE= 2 CUNVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 12340.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SEW- 12340.000 PROFILE= 1 MINIHUM SPECIFIC ENERGY CAUTION SECNO- 12340.000 PROFILE- 2 CRITICAL DEPTH ASSUMED CAUTION SECNO- 12340.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY WARNING SECNO- 12590.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 12710.000 PROFILE. 1 coNvBymcB CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SEW- 12910.000 PROPILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO. 12910.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO. 12910.000 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= 12910.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY WARNING SECNO= i3340.000 PROFILE- 1 mmma CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 13340.000 PROFILE= 2 CVNVEYANCE CHlUIGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13740.000 PROFILE. I mNvByRNc6 CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13740.000 PROFILE. 2 mmylwcE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 13860.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 13860.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO- 13860.000 PROFILE= 2 CRITIU DEPTH ASSUMFD CAUTION SECNO= 13860.000 PROFILE= 2 MINIMUM SPECIFIC ENERGY WARNING SECNO- 13880.000 PROFILE= 1 ComYANcE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 13880.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 15560.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SEW= 15560.000 PROFILB- 1 MINIMUM SPECIFIC ENERGY CAUTION SEW- 15560.000 PROFILE- 2 CRITICAJ, DEPTH ASSUMED CAUTION SECNO= 15560.000 PROFILE- 2 MINIMUM SPECIFIC ENERGY WARNING SECNO= 5.110 PROFILE= 1 CVNVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 5.110 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SEW= 580.000 PROFILE= 1 CVNVEYANCE CHANGE OUTSIDE ACCEPTABLE RANOE WARNING SECNO. 58o.000 PROFILE. 2 mmylvlcE WE OUTSIDE ACCEPTABLE FANGE WARNING SECNO- i8io.000 PROFILE- 1 CoNYEymcE WE OUTSIDE ACCEPTABLE RANGE - - 29JUN98 09:40:42 PLCODWAY DATA, FILE:FEMAS.HC2 5/28/98 J PROFILB NO STATION 6000.000 6260.000 6560.000 6720.000 6960.000 7210.000 ,001 ,010 1,100 1.110 2.000 2.900 3.000 5.100 6.210 7.580 9.150 12.200 14.650 17.190 19.830 21.510 22.810 25.410 25.860 27.140 27.150 27.160 27.170 28.040 29.180 30.120 30.500 10375.000 10460.000 10620.000 10810.000 10980.000 11185.000 11340.000 11490.000 11650.000 2 . . . . . . . FLCODWAY ------- WATER SURFACE ELEVATION WIDTH 322. 321. 313. 218. 128. 145. 109. 107. 109. 109. 117. 99. 124. 150. 86. 85. 92. 100. 90. 98. 98. 116. 125. 106. 73. 81. 78. 86. 89. 92. 96. 34. 34. 88. 190. 182. 110. 68. 103. 274. 178. 196. SKTION W WITH WITHOUT DIFFERENCE AREA 2303. 2774. 2681. 1934. 1156. 1334. 750. 638. 887. 986. 934. 732. 899. 966. 699. 790. 809. 898. 916. 871. 931. 997. 994. 967. 507. 599. 498. 636. 774. 824. 828. 392. 402. 989. 1106. 1042. 768. 707. 741. 965. 1018. 860. VEWCITI FLCODWAY 3.9 3.3 3.4 4.7 7.9 6.8 12.0 14.1 10.1 9.1 9.6 12.3 10.0 9.3 10.9 9.6 9.4 8.5 8.3 8.7 8.2 7.6 7.6 7.9 15.0 12.7 15.2 11.9 9.8 9.2 9.2 19.4 18.9 7.7 6.9 7.3 9.9 10.7 10.2 7.9 7.5 8.8 33.2 34.1 35.0 35.5 37.1 40.0 39.4 38.8 40.9 41.2 41.2 41.0 42.1 42.6 42.7 43.7 44.2 45.2 45.8 46.3 47.0 47.5 47.8 48.3 51.1 53.1 52.4 54.5 55.3 55.7 56.0 56.5 56.8 62.0 62.0 62.2 62.2 62.6 63.2 64.8 66.2 67.1 PLCODWAY 32.2 33.4 34.4 35.0 36.8 39.7 39.0 38.7 40.9 41.2 41.2 41.0 42.1 42.6 42.8 43.7 44.2 45.2 45.8 46.3 47.0 47.5 47.8 48.2 51.0 52.4 52.4 54.5 55.3 55.7 56.0 55.7 55.9 61.6 61.5 61.5 61.2 61.6 62.2 64.8 65.9 66.4 1.0 .7 .6 .5 .3 .3 .4 .1 .o .o .o .o .o .o -.l .o .o .o .o .o .o .o .o .1 .1 .7 .o .o .o .o .o .8 .9 .4 .5 .7 1.0 1.0 1.0 .o .3 .7 PAGE 84 - - 29JUN98 09: 40 : 42 FUODWAY DATA, FILE:FEMRs.HC2 5/28/98 J PROFILE WO STATION 11920.000 12100.000 12340.000 12590.000 12710.000 12910.000 13340.000 13600.000 13740.000 13860.000 13880.000 14040.000 14190.000 14430.000 14900.000 15200.000 15360.000 15560.000 -5.100 5.110 310.000 400.000 580.000 750.000 1000.000 1230.000 1470.000 1810.000 2100.000 2420.000 2700.000 2980.000 2 ..... WIDTH 300. 446. 530. 368. 359. 302. 158. 95. 126. 127. 137. 135. 150. 195. 104. 94. 89. 150. 150. 47. 50. 45. 41. 42. 45. 48. 53. 33. 44. 43. 43. 43. .. I FLWDWAK ------- WATBR SURFACE ELEVATION SGCTION MEAN WITH WITHOUT DIFFBRENc6 AREA VEWCITY PUQDWAY FLWDWAY 1209. 1524. 1011. 1325. 1356. 891. 1114. 823. 1102. 602. 862. 783. 1002. 966. 711. 706. 790. 650. 965. 303. 273. 311. 209. 224. 219. 213. 209. 205. 238. 232. 234. 231. 6.3 5.0 7.5 5.7 5.5 8.4 6.7 9.1 6.8 12.5 8.7 9.6 7.5 7.8 10.6 10.7 9.5 11.6 9.3 5.1 5.7 5.0 7.4 6.9 7.1 7.3 7.4 7.6 6.5 6.7 6.6 6.7 69.8 70.7 71.9 74.1 74.7 75.6 79.1 80.1 81.4 81.4 83.0 84.7 86.9 88.8 92.5 96.1 98.2 103.1 42.6 43.9 44.0 44.2 44.4 45.4 46.2 47.1 48.4 49.9 51.3 52.0 52.9 53.8 69.1 69.V 70.9 73.4 74.2 75.4 78.3 79.2 80.4 81.3 82.4 84.1 85.9 87.8 91.7 95.4 97.2 102.4 42.6 43.9 44.1 44.2 44.3 45.3 46.1 47.1 48.4 49.9 50.9 51.8 52.8 53.7 .7 1.0 1.0 .7 .5 .2 .8 .9 1.0 .1 .6 .6 1.0 1.0 .8 .7 1.0 .7 .o .o -.l .o .1 .1 .1 .o .o .o .4 .2 .1 .1 PAGE 85