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HomeMy WebLinkAbout3338; Agua Hedionda & Calavera Creek Dredging; Calavera Hills II & Detention Basin BJB Hydrology; 2002-05-08HYDROLOGIC AND HYDRAULIC REPORT FOR CALAVERA HILLS II AND DETENTION BASIN BJB Job Number 13918 •> -Ho.32833 gs ;; Exp.6/S(W)2 t - ; c Dennis R.C.E. #32838, 06/02 Prepared By: Rick Engineering Company Water Resources Division 5620 Friars Road San Diego, California 92110-2596 (619)291-0707 www .rickengineering. com May 8,2002 c TABLE OF CONTENTS Introduction 1 Vicinity Map 3 Hydrologic and Detention Methodology 4 Hydrologic Methodology 4 Detention Methodology 5 Hydrologic and Detention Results 8 Hydraulic Methodology 9 WSPGN Methodology 9 HEC-2 Methodology 9 Hydraulic Results 11 WSPGN 11 HEC-2 11 Conclusion 13 Tables Table 1. Outflow Rating Curve 7 Table 2. Results from HEC-1 Analyses of a 100-Year, 24-Hour Storm Event 8 Table 3. Split Flows in Calaveras Creek 12 Figures Figure 1. Split Flow Geometry Detail 15 Figure 2. Distribution of Flows 16 Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 Appendices Appendix A: HEC-1 Analyses for Detention Basin BJB Interim Condition File Name: 72BJBI.hcl Ultimate Condition File Name: 72BJBU.hcl Appendix B: Support Materials for Detention Analyses PondPack Volume Calculations PondPack Inlet Control Calculations WSPGN Flow-Elevation Calculations . Appendix C: WSPGN Hydraulic Calculations in Detention Basin BJB Outlet Box Culvert, Pipe Culvert, and Storm Drain Line T' for Interim and Ultimate Conditions Appendix D: HEC-2 Split Flow Analysis for Calaveras Creek Interim Condition File Name: 72BJBI2.hc2 Ultimate Condition File Name: 72BJBU2.hc2 Appendix E: HEC-2 Analysis of Flows Within Robertson Ranch (North Side of the Wall) Interim Condition File Name: BJBNIR.hc2 Ultimate Condition File Name: BJBNU.hc2 /—v Map Pockets ^Map Pocket 1: "Detention Basin BJB HEC-1 Hydrologic Workmap" Map Pocket 2: "Basin 'BJB' Interim Design," Sheet 1 of 1 Sheets, prepared by O'Day Consultants "Basin 'BJB' Ultimate Design", Sheet 1 of 1 Sheets, prepared by O'Day Consultants Map Pocket 3: "Storm Drain Plans for College Blvd. and Cannon Road," Sheet 53 of 88 Sheets, prepared by O'Day Consultants "Storm Drain Plans for Box Culvert for Detention Basin 'BJB,'" Sheet 62 of 88 Sheets, prepared by O'Day Consultants Map Pocket 4: "Robertson Ranch Interim Condition HEC-2 Workmap," Pages 1 through 3 of 3 Pages Map Pocket 5: "Robertson Ranch Ultimate Condition HEC-2 Workmap," Pages 1 through of 3 Pages Map Pocket 6: "Rancho Carlsbad Channel and Basin Project HEC-2 Workmap" Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 INTRODUCTION The proposed Calavera Hills II development incorporates the detailed design of Detention Basin BJB within Calaveras Creek. The Calavera Hills II Project is located in the City of Carlsbad, California, northeast of the intersection of El Camino Real and the proposed Cannon Road and south of Calavera Lake. Calavera Hills II is located adjacent to Robertson Ranch, another proposed development located along the Proposed Cannon Road. Future development of the Robertson Ranch project will impact Detention Basin BJB as well as the downstream conveyance of flows exiting the basin. Therefore, this report includes hydrologic and hydraulic analyses for the Calavera Hills II project as well as portions of Robertson Ranch. Please refer to the vicinity map on page 3 for the approximate locations of Calavera Hills II, Detention Basin BJB and Robertson Ranch. Previous hydrologic and hydraulic studies have been conducted in the Calavera Hills II project vicinity, including the report titled, "Rancho Carlsbad Channel and Basin Project," prepared by Rick Engineering Company (J-13182), dated June 30, 1998. The above mentioned study includes a preliminary design of Detention Basin BJB to reduce flooding within the Rancho Carlsbad Mobile Home Park (RCMHP) during a 100-year storm. This report includes hydrologic analyses of the detailed design of Detention Basin BJB. The detailed design includes two stages of future development, interim condition and ultimate condition. The interim condition development represents grading of Detention Basin BJB as a result of the construction of the proposed College Road within the Calavera Hills II development. The ultimate condition development represents additional grading within Detention Basin BJB resulting from the development of Robertson Ranch. This report includes hydraulic analyses of the proposed reinforced concrete box (RGB) and reinforced concrete pipe (RCP) culverts that will control the outlet of flows from Detention Basin BJB and convey the flows to Calaveras Creek. Hydraulic analyses that model the split flow entering Calaveras Creek and the conveyance of these flows through the Robertson Ranch project are also included in this report. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 1 05-08-02 This report summarizes the hydrologic and hydraulic analyses prepared by Rick Engineering Company and provides a detailed design of Detention Basin BJB. The purpose of this document is to provide detailed design recommendations and supporting documentation for the outlet structures of Detention Basin BJB and the geometry of the diversion structure at Calaveras Creek calculated by the split flow analysis. It should be noted that portions of the Calavera Hills II development, Detention Basin BJB, and Robertson Ranch properties are currently located within the effective Federal Emergency Management Agency (FEMA) floodplain for Calaveras Creek, and therefore may be subject to flood insurance requirements. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 2 05-08-02 VICINITY MAP CITY OF OCEANSIDE HIGHWAY, VISTA PACIFIC OCEAN CITY OF SAN MARCOS Prepared By: Rick Engineering Company - Water Resources Division DCB:KM:nd/Report/13918.001 05-08-02 HYDROLOGIC AND DETENTION METHODOLOGY Hydrologic Methodology The U.S. Army Corps of Engineers HEC-1 hydrologic modeling computer program has the capability to generate runoff hydrographs and route them through natural and improved river channels, and model the effects of detention basins within a watershed. HEC-1 was used for this project to calculate the 100-year, 24-hour runoff from the contributing watershed and to perform the detention analysis of Detention Basin BJB. A HEC-1 analysis of the Calaveras Creek watershed was prepared by Rick Engineering Company in a previous study titled "Rancho Carlsbad Channel and Basin Project," dated June 30, 1998 (J-13182) for the Rancho Carlsbad Mobile Home Park (RCMHP). This HEC-1 analysis was based on the ultimate proposed land use in the upstream watershed and includes preliminary design of Detention Basins BJ and BJB which discharges into Calaveras Creek. See the "Detention Basin BJB HEC-1 Hydrologic Workmap" in Map Pocket 1 for the locations of the detention basins and the contributing watersheds. The HEC-1 analysis from the RCMHP study was updated with the current detailed Detention Basin BJB geometric information including incremental volumes, elevations and flow rates. These parameters were based on updated grading plans from O'Day Consultants, dated February 27, 2002, and calculated using the Haestad Methods PondPack software. See the Detention Methodology section of this report for a more detailed explanation of PondPack. This information was added to the original HEC-1 analysis to calculate the effects of detention. The contributing watershed area to Basin BJB was also updated to include additional area from the Calavera Hills II development based on updated plans from O'Day Consultants, dated January 21 , 2001 . The additional area was 0.03 square miles. Two HEC-1 hydrologic analyses were prepared for this project to obtain peak flows entering and exiting Detention Basin BJB; one that models the interim development conditions, and one that models the ultimate development conditions. The peak flow rates, peak water surface elevations, Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 4 05-08-02 and total storage volumes in Detention Basin BJB were calculated for each development condition using HEC-1. More detailed discussion of the detention basin design criteria is discussed in the following sections. Copies of the interim condition and ultimate condition HEC-1 analyses are located in Appendix A of this report. Detention Methodology Basin BJB has been designed as a flow-by detention facility, which is one that detains only the higher flows, while allowing lower (more frequent) storm flows to pass through relatively undetained. The basin has been designed to be outside the Division of Safety of Dams (DSOD) jurisdictional limits, i.e., less than 50 acre-feet of storage volume and less than 25-feet high. This design requires the use of a berm to separate the basin into two sub-areas, primary and secondary. The primary basin area discharges low flows into a 10-foot wide by 7-foot high (10x7 foot) RGB box culvert. The secondary basin area is located north of the primary basin and discharges higher flows into a 72-inch RCP pipe culvert after detention has occurred. The 72- inch RCP connects to the 10x7 foot RGB and transitions to an 11-foot wide by 7-foot high (11x7 foot) box culvert prior to discharge into Calaveras Creek. See the "Basin 'BJB' Interim Design" and "Basin 'BJB' Ultimate Design" plans prepared by O'Day Consultants located in Map Pocket 2 for the interim and ultimate condition basin grading, and see the "Storm Drain Plans for College Blvd. and Cannon Road," and the "Storm Drain Plans for Box Culvert for Detention Basin 'BJB,'" prepared by O'Day Consultants in Map Pocket 3 for the culvert profiles used in the hydraulic analysis. Two computer programs were used to calculate the outflow rating curve for the detention analysis: PondPack 6.1 by Haestad Methods and Water Surface Pressure Gradient (WSPGN) by Los Angeles County Flood Control District. PondPack was used to calculate incremental volumes and flow rates from Basin BJB using the most recent grading plans. Inlet control flow rates for the 10x7 foot RGB outlet were calculated at incremental elevations using the following input parameters for the outlet structure: height, width, upstream invert elevation, downstream invert elevation, horizontal length, Manning's n-value, loss coefficients (i.e., Ke, K, M, Y, and Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 5 05-08-02 c), and slope correction factor based on the U.S. Department of Transportation "Hydraulic Design of Highway Culverts" manual. The WSPGN computer program was used to determine outlet control (downstream control) flow rates for the combination of the 10x7 foot RGB and the 72-inch RCP outlet structures. Using WSPGN, the RGB and RCP outlet structures were analyzed at one-foot incremental elevations from 72 feet to 76 feet to determine the flow rate into both the box and the pipe under downstream control. The resulting flow rates provided a rating curve that was used in HEC-1 to model the detention in Basin BJB. Please refer to the Hydraulic Methodology section of this report for a detailed description of WSPGN. The PondPack and WSPGN calculations used to determine the outflow rating curve are included in Appendix B of this report. Table 1 below shows the outflow rating curve used in the HEC-1 detention analyses. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 6 05-08-02 Table 1: Outflow Rating Curve Elevation, ft 62 63 64 65 66 67 68 69 70 70.8 72 73 74 75 76 Storage Volume, Ac-ft 0 0.002 0.02 0.08 0.23 0.57 1.23 2.28 3.77 5.28 16.15 21.76 28.74 37.23 47.37 Discharge, cfs 0.0 28.0 79.3 145.7 224.1 313.3 411.8 517.5 626.8 680.8 927.0 1,005.0 1,124.0 1,232.0 1,338.0 Comments: Flowline of primary basin area Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Inlet Control RGB - no flow from 72-inch RCP Includes storage in secondary detention area. Begin WSPGN outlet/downstream control WSPGN outlet/downstream control. RGB and RCP contributing to outflow WSPGN outlet/downstream control. RGB and RCP contributing to outflow WSPGN outlet/downstream control. RGB and RCP contributing to outflow WSPGN outlet/downstream control. RGB and RCP contributing to outflow Prepared By: Rick Engineering Company - Water Resources Division DCB:KM:nd/Report/13918.001 05-08-02 HYDROLOGIC AND DETENTION RESULTS Basin BJB was designed to provide the maximum peak flow reduction with less than 50 acre-feet of storage volume and less than 25-feet high to be outside DSOD's jurisdiction. Appendix A contains the HEC-1 interim and ultimate analyses of the 100-year, 24-hour storm for the Basin BJB watershed. See Map Pocket 2 for the "Basin 'BJB' Interim Design," and "Basin 'BJB' Ultimate Design" grading plans. The Detention Basin BJB outlet structure consists of a 10x7 foot RGB culvert and a 72-inch RCP pipe. At the confluence of the RGB and RCP culverts the box geometry transitions to an 11x7 foot RGB culvert under the proposed College Road and Cannon Road intersection. Hydraulic analysis of the detention basin outlet structures was based on plans provided by O'Day Consultants. See Map Pocket 3 for the "Storm Drain Plans for College Blvd. and Cannon Road" and "Storm Drain Plans for Box Culvert for Detention Basin 'BJB'" used in the WSPGN analysis. Table 2 summarizes the results of the HEC-1 analyses before and after detention. Table 2: Results from HEC-1 Analyses of a 100-Year, 24-Hour Storm Event Developed Condition Interim Ultimate Qin, cfs 1,574 1,574 Qoub cfs 1,238 1,292 Ponded WSEL, ft 75.06 75.57 Storage, ac-ft 48.3 42.8 Prepared By: Rick Engineering Company - Water Resources Division DCB:KM:nd/Report/13918.001 05-08-02 HYDRAULIC METHODOLOGY WSPGN Methodology The Los Angles County Flood Control District's WSPGN program was used to prepare a hydraulic analysis of the outlet structures. The program computes and plots uniform and nonuniform steady flow water surface profiles and pressure gradients in open channels or closed conduits with regular or irregular sections. The flow in a system may alternate between supercritical, subcritical, or pressure flow. WSPGN analyses were performed for the RGB, RCP, and Storm Drain Line 'P' proposed to tie into the box culvert, to determine the hydraulic grade lines (HGLs) in the culverts. Input parameters for WSPGN include structure geometry, elevations at upstream and downstream inverts, system headworks and outlet geometry, and flow rate entering the upstream end of the system. Input parameters were determined based on plans from O'Day Consultants, dated March 2000. See Appendix C of this report for the interim and ultimate condition WSPGN analyses of the culvert system. HEC-2 Methodology After the HEC-1 and WSPGN analyses were complete, modeling of the downstream channel, Calaveras Creek, was performed using the U.S. Army Corps of Engineers HEC-2 hydraulic modeling computer program. This program utilizes the standard step method to calculate the effects of backwater within the channel and also has the capability of modeling bridges, culverts, and different channel configurations taking into account channel roughness coefficients and other flow impediments. Current FEMA modeling of Calaveras Creek shows that flows in the creek are divided by a wall located north of the RCMHP and south of the proposed Cannon Road. The channel on the south side of the wall serves as the main Calaveras Creek channel. A previous HEC-2 hydraulic study has determined the approximate capacity of Calaveras Creek to be 1,000 cfs. Since the detained Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 9 05-08-02 flows from Basins BJB and BJ combined have a flow greater than 1,000 cfs, a HEC-2 including split flow analysis upstream of the wall was prepared to determine the proper distribution of flow between the north and south sides of the wall and restrict the flows entering Calaveras Creek (south of the wall) to less than 1,000 cfs. Input parameters for the south side of the wall for the split flow analyses were obtained from the previous HEC-2 studies of Calaveras Creek. Additional cross-sections were added to this HEC-2 to model flow at the discharge point of the box culvert to calculate the split flow and determine the portion of flows to be conveyed along the north side of the wall through the Robertson Ranch project. Figure 2 shows the flow distribution within Calaveras Creek along the north and south sides of the wall. Additional HEC-2 analyses were prepared to model the conveyance of flows remaining on the north side of the wall within the Robertson Ranch Project for the interim and ultimate Detention Basin BJB discharges. Input parameters for the analysis on the north side of the wall were obtained from: cross-sections of the channel using the most current grading plans from O'Day Consultants and flow rates determined from the split flow HEC-2. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 10 05-08-02 HYDRAULIC RESULTS WSPGN The WSPGN analyses for the outlet structures are included in Appendix C of this report. See the "Storm Drain Plans for College Blvd. and Cannon Road" and "Storm Drain Plans for Box Culvert for Detention Basin 'BJB'" in Map Pocket 3 for the culvert profiles used in the WSPGN analysis. HEC-2 The split flow HEC-2 analysis determined the required diversion structure geometry to allow flows less than 1,000 cfs through the south side of the wall in Calaveras Creek. The diversion structure will be an extension or reconfiguration of the existing wall with a trapezoidal opening near the outlet of the box culvert. The opening requires a 0.5:1 side slope (horizontal: vertical) with a bottom width of 4-feet at an elevation of 52.1 feet to provide the necessary split flows within Robertson Ranch. Please see Figure 1 for a more detailed description of the opening geometry and location. Table 3 shows the flow distribution in each channel resulting from the split flow HEC-2. The value in the total flow column (Qtotai) was determined by the HEC-1 and includes flow from Detention Basin BJB and the preliminary design of Detention Basin BJ (from the Rancho Carlsbad Channel and Basin Project report). See Appendix D of this report for the interim condition and ultimate condition split flow HEC-2 analyses. See Figure 2 for the locations of flow distributions within Calaveras Creek. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 11 05-08-02 Table 3. Split Flows in Calaveras Creek Developed Condition Interim Ultimate Effective FEMA* Qtotai (from HEC-1), cfs 1,588 1,643 1,350 QNorth within Robertson Ranch, cfs 603 661 805 Qsouth within Calaveras Creek, cfs 986 982 545 *The effective FEMA flows are based on the Effective FEMA Flood Insurance Study (FIS) dated June 19, 1997. A detailed HEC-2 analysis of the conveyance of the 603 cfs and the 661 cfs through Robertson Ranch, north of the wall and south of the proposed Cannon Road is included in Appendix E of this report. The HEC-2 workmaps for the analysis along the north side of the wall are located in Map Pocket 4: "Robertson Ranch Interim Condition HEC-2 Workmap" Pages 1 through 3 of 3, and Map Pocket 5: "Robertson Ranch Ultimate Condition HEC-2 Workmap" Pages 1 through 3 of 3. See Map Pocket 6 for the "Rancho Carlsbad Channel and Basin Project HEC-2 Workmap" for the split flow within Calaveras Creek. Prepared By: Rick Engineering Company - Water Resources Division 12 DCB:KM:nd/Report/l 3918.001 05-08-02 CONCLUSION The proposed Calavera Hills II development and adjacent proposed Robertson Ranch development incorporate the detailed design of Detention Basin BJB within Calaveras Creek. The proposed projects are located in the City of Carlsbad, California. HEC-1 hydrologic analyses for the interim condition (Calavera Hills II) development and ultimate condition (Robertson Ranch) grading of Detention Basin BJB were prepared to determine the 100-year, 24-hour flows exiting the proposed basin. Previous hydrologic and hydraulic analyses from the report titled, "Rancho Carlsbad Channel and Basin Project," prepared by Rick Engineering Company (J-13182), dated June 30,1998 were incorporated into these analyses including the preliminary design of Detention Basin BJ. The peak flow exiting Detention Basin BJB with the interim grading is 1,238 cfs and 1,292 cfs with the ultimate grading. WSPGN hydraulic analyses of the proposed outlet structures were prepared to determine HGLs of flows from Detention Basin BJB to Calaveras Creek. The proposed outlet structures are a 10x7 foot RCB culvert to convey flows from the primary basin and a 72-inch RCP culvert to convey flows from the secondary basin. The 10x7 foot RCB will transition to an 11x7 foot RCB at the junction of the RCP due to downstream control conditions. The results of the WSPGN analyses are included in Appendix C of this report. Previous studies have determined that Calaveras Creek has capacity to convey approximately 1,000 cfs. Therefore, flows in excess of 1,000 cfs must be conveyed through the Robertson Ranch project, along the north side of the wall that runs parallel to Calaveras Creek. The wall will be extended or reconfigured and flow will be diverted through a trapezoidal opening in the wall, as shown in Figure 1. Detailed HEC-2 hydraulic analyses that model the split flow entering Calaveras Creek and the conveyance of these flows through the Robertson Ranch project were prepared and are included in Appendix D and Appendix E of this report. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 13 05-08-02 The hydraulic analysis of Calaveras Creek along the north side of the wall was based on preliminary grading plans of the proposed Robertson Ranch development. Any changes to the grading or to the split flow characteristics will change the results of this analysis. Therefore, further studies may be required to accurately model the conveyance of flows within Calavera Hills II and Robertson Ranch. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 14 05-08-02 Figure 1 - Split Flow Geometry Detail Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 15 05-08-02 •* O MAIN fBB e>P fh Exhibit Showing Split Flow Diversion Structure Geometry Detail Within Calaveras Creek May 6, 2002 J-13918 FIGURE 1 Figure 2 - Distribution of Flows V.. Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 16 05-08-02 o u WALL- A B C D E F G Description Undetained Flows Entering Basin B JB Detained Flows Exiting Basin BJB Undetained Flows Entering Basin BJ Detained Flows Exiting Proposed Basin BJ (Preliminary Design Only) Combined Flows from Basin BJB and BJ tributary to Calaveras Creek. This flow splits, and portions are conveyed on the North and South sides of the existing wall parallel to Calaveras Creek. (E=F+G) Flows Conveyed North of the Wall through the Robertson Ranch Project due to split-flow at the existing wall Flows Conveyed within Calaveras Creek (South of the Wall) in the Rancho Carlsbad Mobile Home Park. FEMA — — — — l,350cfs 805 cfs 545 cfs Interim Condition 1,574 cfs 1,23 8 cfs 667 cfs 352 cfs 1,588 cfs 603 cfs 986 cfs Ultimate Condition 1,574 cfs 1,292 cfs 667 cfs 352 cfs 1,643 cfs 661 cfs 982 cfs Jhowing Flow Distributions Within Calaveras Creek Detention Basin BJB & BJ J-13918 FIGURE 2 May 2, 2002 c APPENDIX A HEC-1 ANALYSES FOR DETENTION BASIN BJB C c Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division v 05-08-02 HEC-1 ANALYSIS DETENTION BASIN BJB INTERIM CONDITION FILE NAME: 72BJBI.hcl Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 FLOOD HYDROGRAPH PACKAGE (HEC-1) JUN 1998 VERSION 4.1 RUN DATE 02MAY02 TIME 13:16:45 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX X XX X X X X XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD HAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT PAGE LINE ID 1 2 3 4 5 6 7 8. ......9 10 FREE *** *DIAGRAM 1 2 3 4 5 6 7 8 9 10 11 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 46 ID ID ID ID ID ID ID ID ID ID ID ID ID ID IT 10 KK KM IN PB PI PI PI PI PI BA LS UD CALAVERA HILLS II BASIN INTERIM BJB APRIL 23, 2002 J-13918 MODIFIED FOR OUTLET CONTROL AT 72" PIPE FN: 72BJBI.HC1 CALAVERA HILLS J-13918 MARCH 27, 2001 MODIFIED ANALYSIS TO ANALYZE BASIN WITH A BERM AT THE ROBERTSON/SCHOOL DISTRICT PROPERTY LINE (PROPOSED COND) FILENAME: CAL242.HC1 100-YEAR, 24-HR STORM EVENT SAME AS RCFINAL.HC1 FROM J-13182A EXCEPT ONLY BASINS C1-C3 AND DETENTION BASIN BJB INCLUDED. ALSO MODELED ADDITIONAL AREA FROM CALAVERA HILLS. JN 13918 FEBRUARY 5, 2001 500 300 5 Cl BASN1 FROM COUNTY OF SAN DIEGO CALCS 30 5.5 0 .009 .007 .009 .009 .011 .009 .011 .012 .013 .014 .016 .017 .02 .023 .03 .045 .067 .088 .096 .082 .041 .027 .023 .021 .02 .019 .017 .016 .018 .01 .016 .015 .014 .015 .012 .013 .01 .01 .009 .01 .011 .01 .009 .009 .009 .009 .01 .009 .87 0 90 .139 KKDETNMELROSE KM KO RS SV SQ SE i KK KM RS RC RX RY KK PB BA LS UD DETAIN NEAR N. MELROSE 0 2 1 STOR - 1 0 0.32 1.13 3.37 21.53 0 454.2 688.8 770.4 962.9 326.95 335.0 338.0 340.0 345.0 C1-C2 ROUTE Cl THROUGH C2 1 STOR - 1 .06 .08 .06 18380 .014 0 80 300 600 650 1000 1350 1700 300 280 260 240 240 260 280 300 C2 5.3 2.72 0 91 .393 HEC-1 INPUT PAGE LINE 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 88 89 90 91 92 93 KK HC KK KM KO RS SA SE SS KK KM RS RC RX RY KK KM PB BA LS UD KK HC KK KM KM KO RS SV SV SQ SQ SE SE KK PB BA LS UD KK KM KM KM KO RS SV SQ COMBINE 2 DETCALA DETAIN AT CALAVERA LAKE 3 2 1 ELEV 209.0 21 24 27 30 33 35 38 39.5 41 208 210 212 214 216 217 218 219 220 216.5 150 2.64 1.5 C2-C3 ROUTE C2 THROUGH C3 1 STOR - 1 .05 .06 .05 5620 .021 0 200 250 300 800 900 1100 1400 200 160 120 100 100 120 140 160 C3 AREA ADJUSTED TO INCLUDE CALAVERA HILLS II (+0.03 SQ . MI.) 5.1 .88 0 89 .141 COMBINE 2 DETNBJB DETAIN AT DOWNSTREAM END OF BASIN C3 AKA BASIN BJB FLOW-THRU BASIN ULTIMATE CONDITION WITH 10 'X71 BOX i 72" RCP 0 2 1 STOR - 1 0 0.002 0.02 0.08 0.23 0.57 1.23 2.29 3.78 17.66 25.24 35.08 47.48 62.74 0 32.0 85.5 153.0 231.4 318.9 414.7 517.5 626.8 927.0 1005.0 1124.0 1232.0 1338.0 62.0 63.0 64.0 65.0 66.0 67.0 68.0 69.0 70.0 72 .0 73 .0 74.0 75.0 76.0 C4 5.2 1.24 0 88 .236 DETNC4 DETAIN AT DOWNSTREAM END OF BASIN C4 PRELIMINARY DESIGN OF DETENTION BASIN BJ FROM RANCHO CARLSBAD CHANNEL AND BASIN PROJECT 0 2 1 STOR - 1 0 .12 .36 .87 3.98 11.08 21.19 33.09 46.96 0 46.5 85.4 130.5 194.5 242.6 282.7 317.4 349 43 221 5.30 680.8 70.8 63.05 377.8 HEC-1 INPUT PAGE LINE ID 1 2 3 4 5 6 7 8 9 10 94 SE 62 64 65 66 68 70 72 74 76 78 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 KK HC KK KM RS RC RX RY KK PB BA LS UD KK KM HC ZZ COMBINE 2 C3&-RCC ROUTE C3 AND C4 THROUGH RCC 1 STOR - 1 .03 .03 .03 4400 .016 0 190 280 300 310 325 390 820 48 48.4 48 42 42 46 46 48 RCC 4.8 .15 0 87 .109 CCTOTAL CALAVERA CREEK TOTAL DISCHARGE 2 c INPUT LINE SCHEMATIC DIAGRAM OF STREAM NETWORK (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO.(.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 17 29 36 Cl V V DETNMELR V V C1-C2 42 C2 49 56 COMBINE. V V DETCALA V V C2-C3 62 C3 68 70 COMBINE. V V DETNBJB 81 C4 V V DETNC4 95 97 COMBINE. V V C3&-RCC 103 RCC 108 CCTOTAL. RUNOFF ALSO COMPUTED AT THIS LOCATION FLOOD HYDROGRAPH PACKAGE (HEC-1) JUN 1998 VERSION 4.1 RUN DATE 02MAY02 TIME 13:16:45 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 CALAVERA HILLS II BASIN INTERIM BJB APRIL 23, 2002 J-13918 MODIFIED FOR OUTLET CONTROL AT 72" PIPE FN: 72BJBI.HC1 CALAVERA HILLS J-13918 MARCH 27, 2001 MODIFIED ANALYSIS TO ANALYZE BASIN WITH A BERM AT THE ROBERTSON/SCHOOL DISTRICT PROPERTY LINE (PROPOSED COND) FILENAME: CAL242.HC1 100-YEAR, 24-HR STORM EVENT SAME AS RCFINAL.HC1 FROM J-13182A EXCEPT ONLY BASINS C1-C3 AND DETENTION BASIN BJB INCLUDED. ALSO MODELED ADDITIONAL AREA FROM CALAVERA HILLS. JN 13918 FEBRUARY 5, 2001 16 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN I DATE ITIME NQ NDDATE NDTIME I CENT 5 MINUTES IN COMPUTATION INTERVAL 1 0 STARTING DATE 0000 STARTING TIME 300 NUMBER OF HYDROGRAPH ORDINATES 2 0 ENDING DATE 0055 ENDING TIME 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE .08 HOURS 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 29 KK * DETNMELR * OSE 31 KO OUTPUT CONTROL VARIABLES IPENT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL ' 0. HYDROGRAPH PLOT SCALE STATION DETNMELR »., ¥ DAHRMN i n n noJ. U U UU 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 " 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 », 10355 J.0400 10405 10410 10415 10420 0. 100. 200. 300. .0 .0 .0 .0 PER 1 TJ.1 . . 21 ... 31 ... 41 ... 51 ... 61 ... 71 ... 81 ... 91 ... 101 HI 121 ... 131 141 151 161 171 ... 181 191 ... 201 211 . ... 221 231 241 251 261 271 281 291 301 311 321 331 341 351 361 371 381 391 401 411 421 43.1 44.1 45.1 46.1 47.1 48.1 49.1 50.1 51.1 52. I 53. I 400. 500. 600. 0. 0. 0. 0. 0. 0 (S) STORAGE .0 .0 .0 .2 .4 .6 .0 .0 g _ _ — S ..... S ..... S . . . . S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... . . . . . . . . S .... .... ... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... 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 . . . . .S . 10430 55. I . . . . .S . 10435 56. I . . . -S 10440 57. I . . . . . .S '10445 58. I . . . . .S . 10450 59. I . . . . . .S . 10455 60. I . . . . .S . 10500 61. .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. I . . . . .S . 10545 70. I . . . . . .S . 10550 71. . I 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. . . I 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. OI . . . . . S . 10745 94. .OI . . . . . S . 10750 95. . I . . . . . S . 10755 96. . I . . . . . S . 10800 97. . I . . . . . S . 10805 98. I . . . . S . 10810 99. . I . . . . . S . 10815 100. . I . . . . . S . 10820 101 I S 10825 102. . I . . . . S . 10830 103. . 01 . . . S . 10835 104. . . I . . . . S . 10840 105. . . I . . . . S. 10845 106. . .OI. . . S 10850 107. . . .1 . . . .S 10855 108. . . . I . . . .S 10900 109. . . . I . . . . S 10905 110. . . . I . . . . S 10910 111 I S . 10915 112. . . . .OI. . . S 10920 113. . . . 01 . . S 10925 114. . . . . I . . . S . 10930 115. . . . . I . . . S . 10935 116. . . . . 01 . . . S. 10940 117. . . . . I. . . .S 10945 118. . . . . 01 . . 10950 119. . . . . . I . . . 10955 120. . . . . . 01 . . . 11000 121 I 11005 122. . . . . 10 . . . 11010 123. . . . . IO . . . 11015 124. . . . .10. . . . S 11020 125. . . . . 10 . . . S 11025 126. . . . . I . . . S. 11030 127. . . . . I . . . S . 11035 128. . . . .IO. . . S . 11040 129. . . . I . . . . S . 11045 130. . 10 . . .S . 11055 11100 11105 11110 11115 11120 11125 11130 11135 11140 11145 11150 >»-,< 11155 11200 11205 11210 11215 11220 11225 11230 11235 11240 11245 11250 11255 11300 11305 / 11310 11315 11320 11325 11330 11335 11340 11345 11350 pH*^ 113 55 ill400 11405 11410 11415 11420 132. . . I . 133. . . I . 134. . . I . 135. . I . . 136. . I . 137. . I . 138. . I . 139. . I . 140. . I . 141 . . I 142. . I . 143. . I . 144. . I . 145. . I . 146. . I . 147. I 148. . I . 149. . I . 150. . I . 151 I 152. . I . 153. . I . 154. . I . 155. .1 156. . I . 157. . I . 158. . I . 159. .1 ... 160. .1 ... 161 I .....' 162. .1 163. .1 ... 164. .1 ... 165. .1 ... 166. I ... 167. I ... 168. I ... 169. I ... 170. I ... 171 I 172. I 173. 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 . 11425 11430 11435 /*•*- 11440 ^^11445 11450 11455 11500 11505 11510 11515 11520 11525 11530 11535 11540 11545 11550 11555 11600 11605 11610 11615 11620 11625 11630 11635 11640 11645 11650 Vw 11655 11700 11705 11710 11715 11720 11725 11730 11735 11740 11745 11750 11755 11800 11805 11810 11815 11820 11825 11830 11835 11840 11845 11850 /P"**11855 L+1900 11905 11910 11915 11920 174. I. 175. I. 176. I 177. I 178. I 179. I 180. .1 181 I . 182. I 183. 10. 184. I . 185. I . 186. I . 187. I . 188. I . 189. OI . 190. I. 1911 192. I. 193. I. 194. I. 195. I. 196. I. 197. I. 198. I. 199. I. 200. I. 201 I . . . . . . . 202. I . 203. I .. 204. I . 205. I . 206. I . 207. I. 208. I. 209. I. 210. I. 211 I 212. I. 213. I . 214. I . 215. I . 216. I . 217. I . 218. I . 219. I . 220. I . 221. ... I 222. I . 223. I . 224. 10 . 225. I . 226. I . 227. I . 228. I . 229. I . 230. I . 231. . . I 232. I . 233. 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. J#>*»,11940 237. j. ^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. \2150 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. dpsttfcl 2 3 5 5 288. 1 0000 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 . . .1 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 . I . I . . .1 I . I . I . I . I . I . I . I . I . .1 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 . . . . . . S 20030 295. I . . . . . . S 20035 296. I . . . . . . S 20040 297. I . . . . . .S 45 298.1 . . . . . S 20050 299.1 ..... S 20055 3001 . . . . . S--- DETCALA 51 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 52 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES ELEV TYPE OF INITIAL CONDITION 209.00 INITIAL CONDITION .00 WORKING R AND D COEFFICIENT 53 SA 21.0 24. 0 27.0 30.0 33.0 35.0 38.0 39.5 41.0 43.0 54 SE ELEVATION 208.00 210.00 212.00 214.00 216.00 217.00 218.00 219.00 220.00 221.00 55 SS SPILLWAY CREL SPWID COQW EXPW 216.50 SPILLWAY CREST ELEVATION 150.00 SPILLWAY WIDTH 2.64 WEIR COEFFICIENT 1.50 EXPONENT OF HEAD COMPUTED STORAGE-ELEVATION DATA STORAGE ELEVATION .00 208.00 44.97 210.00 95.94 212.00 152.91 214.00 215.89 216.00 249.88 217.00 286.37 218.00 325.12 219.00 365.37 220.00 407.36 221.00 COMPUTED OUTFLOW-ELEVATION DATA OUTFLOW ELEVATION OUTFLOW ELEVATION .00 208.00 472.52 217.63 .00 216.50 648.18 217.89 .65 216.51 862.73 218.18 5.19 216.56 1120.06 218.50 17.50 216.63 1424.06 218.85 41.49 216.72 1778.62 219.22 81.03 216.85 2187.61 219.63 140.01 217.00 2654.95 220.06 222.33 217.18 3184.51 220.51 331.87 217.39 3780.19 221.00 COMPUTED STORAGE-OUTFLOW-ELEVATION DATA STORAGE .00 44.97 95.94 152.91 215.89 232.63 233.11 234.53 OUTFLOW .00 .00 .00 .00 .00 .00 .65 5.19 ELEVATION 208.00 210.00 212.00 214.00 216.00 - 216.50 216.51 216.56 236.90 240.24 17.50 41.49 216.63 216.72 STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION 244. 81. 216. 325. 1565. 219. .56 .03 .85 .12 .33 .00 249 140. 217 333 1778 219 .88 .01 .00 .93 .62 .22 256. 222. 217, 350. 2187. 219. .25 .33 .18 .10 .61 .63 263 331 217 365 2592 220 .72 .87 .39 .37 .97 .00 272 472 217 367 2654 220 .34 .52 .63 .65 .95 .06 282. 648. 217. 386. 3184. 220. .17 .18 .89 .70 .51 .51 286. 727. 218. 407. 3780. 221. .37 .50 .00 .36 .19 .00 293.26 305.56 319.10 862.73 1120.06 1424.06 218.18 218.50 218.85 HYDROGRAPH AT STATION DETCALA PEAK FLOW TIME (CFS) (HR) 1401. 11.00 MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 24.92-HR (CFS) 748. 293. 282. 282. (INCHES) 1.937 3.032 3.032 3.032 (AC-FT) 371. 580. 580. 580. PEAK STORAGE TIME (AC-FT) (HR) 318. 11.00 MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 24.92-HR 286. 190. 184. 184. PEAK STAGE TIME (FEET) (HR) 218.82 11.00 MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 24.92-HR 218.00 214.85 214.63 214.63 CUMULATIVE AREA 3.59 SQ MI STATION DETCALA ,****. w^- DAHRMN 10000 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 >—• 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 ^10355 1^10400 10405 10410 10415 10420 0. 400. 800. 1200. 1600. 2000. 0. 0. 0. 0. 0. 0. PER -1 TJ.1 . , . , . 21 ..... 31 ..... 41 ..... 51 ..... 61 ..... 71 ..... 81 ..... 91 ..... 101 ..... Ill . ... 121 ..... 131 ..... 141 ..... 151 ..... 161 ..... 171 ..... 181 ..... 191 ..... 201 ..... 211 221 ..... 231 ..... 241 ..... 251 ..... 261 ..... 271 ..... 281 ..... 291 ..... 301 ..... 311 321 ..... 331 ..... 341 ..... 351 ..... 361 ..... 371 ..... 381 ..... 391 ..... 401 ..... 411 421 ..... 431 . . . . 441 ..... 451 ..... 46OI ..... 4701 ..... 4801 ..... 4901 5001 ..... 5101 5201 ..... 5301 ..... 0. 0. 0. 0. 0. 0. C (S) STORAGE 0. 100. 200. 300. 400. 0. C c _, . s . . s . . s . . s . . s . . s . . s . . s . . s . . . s .... ... . s . . s . . s . . s . . s . . s . . s . . s . . s . s . s . . s . . s . . s . . s . . s . s . . s . . s . . . . . s .... . s . . s . . s . . s . . s . . s . . s . . s . . s . . . . . S ... . s . . s . . s . . s . . s . . s . . s . . s . . . . s . . . .3 . s . s . c 10425 54OI . . . . . . S . 10430 55OI . . . . . . S . 10435 56O I . . . . . . S . 10440 57O I . . . . . . S . 10445 580 I . . . . . . S . 10450 590 I . . . . . . S . 10455 60O I . . . . . . S . 10500 61O I .S 10505 620 I . . . . . . S . 10510 630 I . . . . . . S . 10515 640 I . . . . . . S . 10520 65O I . . . . . . S . 10525 660 I . . . . . . S . 10530 67O I . . . . . . S . 10535 68O I . . . . . . S . 10540 690 I . . . . . . S . 10545 70O I . . . . . . S . 10550 71O . I S 10555 72O I . . . . . . S . 10600 73O I . . . .. . . S . 10605 74O I . . . . . . S . 10610 750 I . . . . . . S . 10615 760 I . . . . . . S . 10620 77O I . . . . . . S . 10625 780 I . . . . . . S . 10630 79O I . . . . . . S . 10635 80O I . . . . . . S . 10640 81O . .1 S 10645 82O I . . . . . . S . 10650 83O I . . . . . . S . 10655 84O I . . . . . . S . 10700 850 I . . . . . . S . 10705 860 I . . . . . . S . 10710 870 I . . . . . . S . 10715 880 I . . . . . . S . 10720 89O I . . . . . . S . 10725 90O I . . . . . . S . 10730 910 ... I S 10735 92O I . . . . . . S . 10740 93O I . . . . . . S . 10745 94O I. . . . . . S . 10750 950 I. . . . . . S . 10755 96O I . . . . . S . 10800 97O I . . . . . S . 10805 98O .1 . . . . . S . 10810 99O .1 . . . . . S . 10815 100O . I . . . . . S. 10820 101O I S. . . . 10825 102O . I . . . . . S 10830 103O . I . . . . . S 10835 104O . I . . . . . S 10840 105O . I . . . . . .S 10845 106O . I. . . . . .S 10850 107O . .1 . . . . . S 10855 1080 . . I . . . . . S .10900 1090 . I . . . . S 10905 1100 . . I . . . . . S 10910 1110 I S. 10915 112O . . I . . . . S 10920 113O . . . I . . . . S 10925 114O . . . I . 10930 1150 . . . I . 10935 1160 . . . I . /****- 10940 1170 I V^^/10945 1180 . . . . I 10950 119O . . . . I . 10955 120O . . . . I . 11000 121 0 I 11005 122. 0 . . . . I . 11010 123. .O . . . I . 11015 124. . 0 . . . I . 11020 125. . 0. . . I . 11025 126. . . 0 . . I . 11030 127. . . 0 . . I . 11035 128. . . 0. . I . 11040 129. . . .0 . I . 11045 130. . . .O.I. 11050 131 O . . I 11055 132. . . .01. 11100 133. . . . I . 11105 134. . . .IO. 11110 135. . . I O . 11115 136. . . I.O. 11120 137. . .1.0. 11125 138. . .1.0 11130 139. . . I .O 11135 140. . .10 11140 141 I. . . 0 11145 142. . I O . 11150 143. . I.O. " »-• 11155 144. . I.O. 11200 145. . I.O. 11205 146. .I.O. 11210 147. .I.O. 11215 148. .I.O 11220 149. . I .0 11225 150. .10 11230 151 1. . 0 11235 152. .10. 11240 153. .10. 11245 154. .10. 11250 155. .IO. 11255 156. .10. 11300 157. .IO. 11305 158. .IO. 11310 159. .IO. 11315 160. . I O - . 11320 161 I.O 11325 162. .10. 11330 163. .10. 11335 164. .10. 11340 165. .IO. 11345 166. .IO. 11350 167. .10. ^•»,11355 168. .10. 1..1400 169. .IO. 11405 170. .10. 11410 171 I.O 11415 172. .10. 11420 173. .IO. S . S . S. -S ... .3 ... . S . S . S S . S . S . S. s s- .3 .3 .3 S . S .3 .3 .3 .3 .3 .3 .S .3 S S S S 3 S S S. S. 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 11430 11435 """""^ 11440 S^/11445 11450 11455 11500 11505 11510 11515 11520 11525 11530 11535 11540 11545 11550 11555 11600 11605 11610 11615 11620 11625 11630 11635 11640 11645 11650 *.,,,, H655 11700 11705 11710 11715 11720 11725 11730 11735 11740 11745 11750 11755 11800 11805 11810 11815 11820 11825 11830 11835 11840 11845 11850 .^•h. 11855 L.A1900 11905 11910 11915 11920 174. .10 175. .IO . 176. .IO 177. .10 178. .IO 179. .IO 180. .IO . 181 I 182. .1 183. .1 ... 184. 10 ... 185. IO 186. 1.0 187. I.O 188. I O 189. 10 190. 10 191 I o 192. I O 193. IO 194. I. 195. I. ... 196. I. ... 197. I. ... 198. I. ... 199. I. ... 200. I. ... 2011 • 202. I. ... 203. I. ... 204. I. ... 205. I. ... 206. I. ... 207. I. ... 208. I. ... 209. I. ... 210. I. ... 211 I .... . 212. I. ... 213 . I . 214. I. ... 215. I. ... 216. 10. ... 217. IO. 218. 10. 219. 10. ... 220. 10. 221. ... I 222. I . . 223. I . 224. I . 225. I . 226. I . 227. IO . 228. IO . 229. 10 . 230. 10 . 231. . . .10 232. IO . 233. 10 . S . S . S . S . S . S . S . S S . S . S . S . S . S . S . S . S . S S . S . S . . S . S . S . S . S . S . .S. . . . ... . . S . S . S . S . S . S . S . S . 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. 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 IO IO IO . IO . IO . 10 . IO 10 10 . 10 . 10 I . I . I . I . . . I . I I . I . I . I . I . I . I . I . I . x 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 . .1 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 . . . . . . . . S 20030 295. I . . . . . . • . S 20035 296. I . . . . . . . . S ,.**«•»,20040 297. IO . . . . . . . S 298. IO . . . . . . . S 20050 299. I O . . . . . . . . S 300. 10 . . . . . . . . S- 70 KK * DETNBJB 73 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE STATION DETNBJB ^nnw*. s^ DAHRMN i fi finn-L U UUU 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 X,«,- 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 ^10355 WL 1.0400 10405 10410 10415 10420 0. 200. 0. 0. PER 1 T_L 1 . — - 21 31 41 51 61 71 81 91 101 111 121 131 141 151 161 171 181 191 201 211 221 231 241 251 261 271 281 291 301 311 321 331 341 351 361 371 381 391 401 411 421 431 441 451 461 471 481 491 501 511 521 53.1 400. 600. 800. 1000. 1200. 1400. 1600. 0. 0. 0. 0 (S) STORAGE 0. 0. 0. 0. 0. 20. 40. 60. 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 ..... 10425 10430 10435 10440 10445 10450 10455 10500 10505 10510 10515 10520 10525 10530 10535 10540 10545 10550 10555 10600 10605 10610 10615 10620 10625 10630 10635 10640 10645 10650 10655 10700 10705 10710 10715 10720 10725 10730 10735 10740 10745 10750 10755 10800 10805 10810 10815 10820 10825 10830 10835 10840 10845 10850 V ¥' 10905 10910 10915 10920 54. I 55.1 56.1 ... 57.1 58.1 59.1 60.1 61 I . . . 62.1 63.1 64.1 65.1 66.1 67.1 68.1 69.1 70. I 71 I . . 72 . I 73. I 74. I 75. I 76. I 77. I 78. I 79. I 80. I 81.1 82. I . 83. I 84. I 85. I 86. I 87. I 88. I . 89. I 90. I 91. . I 92. I 93. I 94. I 95. I 96. I 97. I 98. I 99. I . 100. I . 101. ... I 102. I. 103. I. 104. 01 105. .1 106. .OI 107. . 01 . 108. . I . 109. 01 110. . I . Ill OI 112. . O I. 113. . 01 S ..... S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... 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. . I . . . ,S . 10930 115. 01 . . .S . 10935 116. .1 . . . .S — 10940 117. . .01 . . . .S . 10945 118. . . 01 . . . .S . 10950 119. . . I . . . .S . 10955 120. . . 01 . . . .S . 11000 121 01 S 11005 122. . .01. . . .S . 11010 123. . . O.I. . ,S . . 11015 124. . . .OI . . S . 11020 125. . . .0.1. . S . 11025 126. . . . 0 . . I . S . 11030 127. . . . O. . .IS. 11035 128. . . . . 0 . . IS . 11040 129. . . . . O . . S . 11045 130. . . . . 0 . . SI 11050 131 0 S. I 11055 132. . . . . .0 . .SI. 11100 133. . . . . . 0 . .SI. 11105 134. . . . . . 0 . .SI. 11110 135. . . . . . 0 . . S . 11115 136. . . . . . 0 . .IS 11120 137. . . . . .0. I .S 11125 138. . . . . . 0 . I . S 11130 139. . . . . . .0 . I . S 11135 140. . . . . . .01 . S 11140 141. 11145 142. 11150 143. 11155 144. 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151 I 0 S 11235 152. . . . .1.0. . S 11240 153. . . . .1.0. . S. 11245 154. . . . I . O . S . 11250 155. . . . . I . O . . S . 11255 156. . . . .1 . 0 . . S . 11300 157. . . . .1 . O . . S . 11305 158. . . . I . O . . S . 11310 159. . . .1. .0 . . S . 11315 160. . . . I . O . . S . 11320 161 1 O S . . . . 11325 162. . . . I . O. . .S . 11330 163. . . . I . O . . S 11335 164. . . . I . O . . S. 11340 165. . . .1.0. . S. 11345 166. . . . I . O . . S . 11350 167. . . .1.0. . S . 11355 168. . . .1.0 . . S . .01 . 01 I O I . 0 I . 0 I .0 .1 .0 .1 O I. 0 s . s . s . s . s . . s . . s . . s . ,s . . . WL1400 169. . . .1 .0 . . S 11405 170. . . .10 . S 11410 171 1. . . .0 S. 11415 172. . . .IO. . . S 11420 173. . . I O . . . S c 11425 11430 11435 11440 11445 11450 11455 11500 11505 11510 11515 11520 11525 11530 11535 11540 11545 11550 11555 11600 11605 11610 11615 11620 11625 11630 11635 11640 11645 11650 11655 11700 11705 11710 11715 11720 11725 11730 11735 11740 11745 11750 11755 11800 11805 11810 11815 11820 11825 11830 11835 11840 11845 11850 JL1855 ,1900 11905 11910 11915 11920 174. . . 10. 175. . . 10. 176. . . I. O . 177. . . I. O 178. . . I. 0 179. . . I. 0 180. . . I .0 181 I O 182. . .IO. 183. . .IO. 184. . . 10 . 185. . .10. 186. . 10 187. . 10 188. . . I . 189. . . I . 190. . . I . 191 I 192. . .IO. 193. . . I . 194. . . I . 195. . .IO. 196. . .IO. 197. . . I . 198. . . I . 199. . . I . 200. . . I . 201 I 202. . . I . 203. . . 10 . 204. . .IO. 205. . . I . 206. . . I . 207. . . I . 208. . . I . 209. . . I . 210. . . I . 211 I 212. . . I . 213. . . I . 214. . .IO 215. . .IO . 216. . .1 . . 217. . .1 218. . .1 . . 219. . .1 . . 220. . .1 . . 221 I 222. . .1 . . 223. .IO.. 224. . I . . 225. . I . . 226. . I . . 227. 10 228. I. 229. I. 230. . I. 231 I 232. . IO. 233. 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 ..... .3 ..... .s ..... .s ..... s . . .s ..... .s ..... .s ..... .s ..... .s ..... .s ..... .s ..... .s ..... s ..... s s ..... s ..... 11925 234. . I . . . . S 11930 235. . I . . . . S 11935 236. . I . . . . S 11940 237. . 10 . . . . S J1945 238. . I . . . . S 11950 239. . I . . . . S 11955 240. . I . . . . S 12000 241 IO 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 12115 256. . 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 12230 271 I S 12235 272. 10 . . . 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 12320 281 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 2355 288. . I . . . . S L>0000 289. I . . . S 20005 290. . I . . . . S 20010 291 I S 20015 292. . I . . . . S 20020 293. . I . . . . S 20025 294. . I . . . . S 20030 295. . I . . . . S 20035 296. . I . . . . S 20040 297. . I . . . . S 20045 298. . I . . . . S 20050 299. . I . . . . S 20055 300. .1 . . . . S- 86 KK * DETNC4 90 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE f*-~*. >^ DAHRMN 10000 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 S»w*' 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 ^•K10355W* .0400 10405 10410 10415 10420 0. 100. 200. 0. 0. 0. PER 21 31 . 41 51 61 71 81 91 101 HI 121 131 141 151 161 171 181 191 201 211 221 231 241 251 261 271 281 291 301 311 321 331 341 351 361 371 381 391 401 411 421 431 441 451 461 471 481 491 5001 51.1 52.1 53.1 300. 400. 500. 600. 700. 0. 0. 0. 0. 0 (S) STORAGE 0. 0. 0. 0. 20. 40. 60. 0. 0. 0 c _ S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... 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 10430 10435 •""•"- 10440 W" 10445 10450 10455 10500 10505 10510 10515 10520 10525 10530 10535 10540 10545 10550 10555 10600 10605 10610 10615 10620 10625 10630 10635 10640 10645 10650 „. - 10655 10700 10705 10710 10715 10720 10725 10730 10735 10740 10745 10750 10755 10800 10805 10810 10815 10820 10825 10830 10835 10840 10845 10850 .<*WKl°855 W" 10900 10905 10910 10915 10920 54.1 55.1 ..... 56.1 . . 57.1 58. I 59. I 60. I . 61 I . 62. I 63. I 64. 01 . 65. I 66. I 67. I 68. I 69. I 70. I . 71 I 72. I 73. I 74 . I . 75. I 76. I 77. I 78. I 79. I 80. I . 81. . . I 82. I 83. 01 . 84. I . 85. I . 86. OI . 87. I . 88. I . 89. I. 90. I. 91 .OI 92. 01 93. OI 94. 01 95. .01 96. . 01 . 97. . 01 . 98. .01. 99. .OI. 100. .01. 101 0. . I 102. .0.1 103. .0.1 104. .0.1. 105. . O.I. 106. .01.. 107. . O . I . 108. . .0 . I . 109. . .O . I . 110. . . O . I 111 O I 112. . . 0 . . I . 113. . . 0 . . .1 S ..... S ..... S ..... S ..... S ..... S ..... S ..... . . S S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... s . . S ..... s ..... s . . s ..... s ..... s ..... s ..... s ..... s ..... . . s s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... . .3 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. JL11400 169. ^**11405 170. 11410 171. . . . 11415 172. 11420 173. O. . . I . S . O. . . I . S . 0 . . . I . S. 0 . . . I. S 0. . . .1 .S . . . . O. . . . I . S . O . . . I . S . O. .... I S.... .... .O . . . I . S . .0. . . I . S . . 0 . . . I . S . 0 . . . I . S O . . . I . .S . O . . .1 . .S O . . I . . S . 0 . . I . . . S . O.I. . . . S . 0. . . I S 01. . . . . S . I . . . . . S . . 10. . . . . S . 10. . . . . S . I.O. . . . .S. I.O. . . . .S. . I.O. . . . .S. .1.0. . . . .S. .I.O. . . . . S . I O S I. .O. . . . .S I. .O. . . . .S I. .0. . . . S I. .0. . . . S I . . 0 . . . . S. I . . 0 . . . . S. I. .0. . . .S. I. .O. . . .S. I. .O. . . .S. I O S I . .O . . . S . I . .0 . . . . S . I . .O . . . . S . I . .0 . . . . S . I. 0 . . . .S. .1. O . . . .S. I. O . . . .S. I.O. . . . . S . I.O. . . . . S . . . . .1 0 S . . . I.O. . . . .S . I.O. . . . .S . I.O. . . . S I.O. . . . S I.O. . . . S. I.O. . . . S. . I.O. . . .S. . I.O. . . .S. . I.O. . . .S. . . .1 0 . . .S . I.O. . . .S. . I.O. . . .S. 11425 174. .1 0 11430 175. .1 . O . 11435 176. .1 .0 11440 177. .1 .0 11445 178. .1 .0 11450 179. .1 .O 11455 180. .1.0 11500 181 10 . . 11505 182. . I .0 11510 183. . I .0 11515 184. .IO. 11520 185. 10.. 11525 186. I. 0. 11530 187. I. O . 11535 188. I . 0 . 11540 189. I. O- . 11545 190. 10. 11550 191 I. 0 11555 192. .IO. 11600 193. . 10 . 11605 194. .IO. 11610 195. .IO. 11615 196. .IO. 11620 197. . I . 11625 198. . I . 11630 199. . I . 11635 200. . I . 11640 201 I 11645 202. .IO . 11650 203. .1 ... 11655 204. .1 ... 11700 205. .1 ... 11705 206. .1 ... 11710 207. .1 ... 11715 208. .1 ... 11720 209. .1 ... 11725 210. .01 . 11730 211 01 11735 212. . I . 11740 213. .1 ... 11745 214. .1 11750 215. IO 11755 216. IO 11800 217. I ... 11805 218. I ... 11810 219. I ... 11815 220. I ... 11820 221 I 11825 222. I ... 11830 223. I ... 11835 224. I ... 11840 225. I ... 11845 226. 10 ... 11850 227. I. ... 11855 228. IO. .1900 229. IO. 11905 230. I . 11910 231. ... I 11915 232. I . 11920 233. 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 11930 11935 ' 11940 11945 11950 11955 12000 12005 12010 12015 12020 12025 12030 12035 12040 12045 12050 12055 12100 12105 12110 12115 12120 12125 12130 12135 12140 12145 12150 H, ... 12155 12200 12205 12210 12215 12220 12225 12230 12235 12240 12245 12250 12255 12300 12305 12310 12315 12320 12325 12330 12335 12340 12345 12350 /•n**-.12355 6 '.0000 ^""20005 20010 20015 20020 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. 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. I . I . I . I . I . 10 . I . I I . I . I . OI . I . I . I .' I . I . I I . 01. I. 10. i . i . i . i . i . . . i i . 10 . I . I . I . I . I . I . I . . .1 I . I . I . I . I . I . I . I . I . . .1 I . I . I . I . I . 01 . I . I . I . . . I 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 ..... s ..... s ..... s s ..... s ...... 20025 20030 20035 20040 20045 20'050 ?nn^s 294. I . 295. I . 296. I . 297. 10 . 298. IO . 299. 10 inn -T S ..... S ..... S ..... S ..... S ..... S ..... q _ OPERATION STATION RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FLOW PEAK 6-HOUR 24-HOUR 72-HOUR BASIN MAXIMUM TIME OF AREA STAGE MAX STAGE HYDROGRAPH AT Cl 531. 10.00 249.98..87 ROUTED TO DETNMELR 528. 10.00 249.102.98..87 335.95 10.00 ROUTED TO C1-C2 373. 10.67 236.99.95..87 241.02 10.67 HYDROGRAPH AT C2 1545. 10.25 761.311.300.2.72 2 COMBINED AT COMBINE 1890. 10.25 992.411.395.3.59 ROUTED TO DETCALA 1401. 11.00 748.293.282.3.59 218.82 11.00 ROUTED TO C2-C3 1373. 11.17 291.281.3.59 100.25 11.17 HYDROGRAPH AT C3 480. 10.00 224.92.88..88 2 COMBINED AT COMBINE 1574. 11.08 887.383.369. ROUTED TO DETNBJB 1238. 11.83 887.383.369.4.47 75.06 11.83 HYDROGRAPH AT C4 667. 10.08 315.129.124.1.24 ROUTED TO DETNC4 352. 11.00 297.129.124.76.19 11.00 2 COMBINED AT COMBINE 1576. 11.75 1175.511.492.5.71 ROUTED TO C3&-RCC 1569. 12.00 1175.509.491.5.71 46.44 12.00 HYDROGRAPH AT RCC 73. 10.00 33.14.13..15 2 COMBINED AT CCTOTAL 1588. 12.00 1202.523.504.5.86 *** NORMAL END OF HEC-1 *** HEC-1 ANALYSIS FOR DETENTION BASIN BJB ULTIMATE CONDITION FILE NAME: 72BJBU.hcl Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 * FLOOD HYDROGRAPH PACKAGE (HEC-1) „»••».* JUN 1998 ^_^ VERSION 4.1 * * RUN DATE 02MAY02 TIME 13:13:42 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 X XXXXXXX XXXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX X XX X X X X XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT PAGE .10 FREE *** *DIAGRAM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 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 46 ID ID ID ID ID ID ID ID ID ID ID ID ID ID IT 10 KK KM IN PB PI PI PI PI PI BA LS UD CALAVERA HILLS II BASIN ULTIMATE BJB APRIL 23, 2002 J-13918 MODIFIED FOR OUTLET CONTROL AT 72" PIPE FN: 72BJBU.HC1 CALAVERA HILLS J-13918 MARCH 27, 2001 MODIFIED ANALYSIS TO ANALYZE BASIN WITH A BERM AT THE ROBERTSON/SCHOOL DISTRICT PROPERTY LINE (PROPOSED COND) FILENAME: CAL242.HC1 100-YEAR, 24-HR STORM EVENT SAME AS RCFINAL.HC1 FROM J-13182A EXCEPT ONLY BASINS C1-C3 AND DETENTION BASIN BJB INCLUDED. ALSO MODELED ADDITIONAL AREA FROM CALAVERA HILLS. JN 13918 FEBRUARY 5, 2001 500 300 5 Cl BASN1 FROM COUNTY OF SAN DIEGO CALCS 30 5.5 0 .009 .007 .009 .009 .011 .009 .011 .012 .013 .014 .016 .017 .02 .023 .03 .045 .067 .088 .096 .082 .041 .027 .023 .021 .02 .019 .017 .016 .018 .01 .016 .015 .014 .015 .012 .013 .01 .01 .009 .01 .011 .01 .009 .009 .009 .009 .01 .009 .87 0 90 .139 KKDETNMELROSE KM KO RS SV SO. SE KK KM RS RC RX RY KK PB BA LS UD DETAIN NEAR N. MELROSE 0 2 1 STOR - 1 0 0.32 1.13 3.37 21.53 0 454.2 688.8 770.4 962.9 326.95 335.0 338.0 340.0 345.0 C1-C2 ROUTE Cl THROUGH C2 1 STOR -1 .06 .08 .06 18380 .014 0 80 300 600 650 1000 1350 1700 300 280 260 240 240 260 280 300 C2 5.3 2.72 0 91 .393 HEC-1 INPUT PAGE ID I .2 3 4 5 6 7 8 9 10 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 88 89 90 91 92 93 KK HC KK KM KO RS SA SE SS KK KM RS RC RX RY KK KM PB BA LS UD KK HC KK KM KM KO RS SV sv SQ SQ SE SE KK PB BA LS UD KK KM KM KM KO RS SV SQ COMBINE 2 DETCALA DETAIN AT CALAVERA LAKE 3 2 1 ELEV 209.0 21 24 27 30 33 35 38 39.5 41 208 210 212 214 216 217 218 219 220 216.5 150 2.64 1.5 C2-C3 ROUTE C2 THROUGH C3 1 STOR - 1 .05 .06 .05 5620 .021 0 200 250 300 800 900 1100 1400 200 160 120 100 100 120 140 160 C3 AREA ADJUSTED TO INCLUDE CALAVERA HILLS II (+0.03 SQ. MI.) 5.1 .88 0 89 .141 COMBINE 2 DETNBJB DETAIN AT DOWNSTREAM END OF BASIN C3 AKA BASIN BJB FLOW-THRU BASIN ULTIMATE CONDITION WITH 10 ' X7 ' BOX 5. 72" RCP 0 2 1 STOR - 1 0 0.002 0.02 0.08 0.23 0.57 1.23 2.28 3.77 16.15 21.76 28.74 37.23 47.37 0 32.0 85.5 153.0 231.4 318.9 414.7 517.5 626.8 927.0 1005.0 1124.0 1232.0 1338.0 62.0 63.0 64.0 65.0 66.0 67.0 68.0 69.0 70.0 72.0 73.0 74.0 75.0 76.0 C4 5.2 1.24 0 88 .236 DETNC4 DETAIN AT DOWNSTREAM END OF BASIN C4 PRELIMINARY DESIGN OF DETENTION BASIN BJ FROM RANCHO CARLSBAD CHANNEL AND BASIN PROJECT 0 2 1 STOR - 1 0 .12 .36 .87 3.98 11.08 21.19 33.09 46.96 0 46.5 85.4 130.5 194.5 242.6 282.7 317.4 349 43 221 5.28 680.8 70.8 63.05 377.8 HEC-1 INPUT PAGE 3 LINE ID 1 2 3 4 5 6 7 8 9 10 94 SE 62 64 65 66 68 70 72 74 76 78 95 KK COMBINE 96 HC 2 97 KK C3&-RCC 98 KM ROUTE C3 AND C4 THROUGH RCC 99 RS 1 STOR -1 100 RC .03 .03 .03 4400 .016 101 RX 0 190 280 300 310 325 390 820 102 RY 48 48.4 48 42 42 46 46 48 103 KK RCC 104 PB 4.8 105 BA .15 106 LS 0 87 107 UD .109 108 KK CCTOTAL 109 KM CALAVERA CREEK TOTAL DISCHARGE 110 HC 2 111 ZZ SCHEMATIC DIAGRAM OF STREAM NETWORK INPUT LINE NO. 17 (V) ROUTING (.) CONNECTOR Cl V V 2 9 DETNMELR V V 36 C1-C2 ( >) DIVERSION OR PUMP FLOW (< ) RETURN OF DIVERTED OR PUMPED FLOW 42 C2 47 49 56 COMBINE. V V DETCALA V V C2-C3 62 C3 68 70 COMBINE. V V DETNBJB 81 86 C4 V V DETNC4 95 97 COMBINE. V V C3&-RCC 103 RCC 108 CCTOTAL. ***) RUNOFF ALSO COMPUTED AT THIS LOCATION * FLOOD HYDROGRAPH PACKAGE (HEC-1) * JUN 1998 VERSION 4.1 * * RUN DATE 02MAY02 TIME 13:13:42 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 CALAVERA HILLS II BASIN ULTIMATE BJB APRIL 23, 2002 J-13918 MODIFIED FOR OUTLET CONTROL AT 72" PIPE FN: 72BJBU.HC1 CALAVERA HILLS J-13918 MARCH 27, 2001 MODIFIED ANALYSIS TO ANALYZE BASIN WITH A BERM AT THE ROBERTSON/SCHOOL DISTRICT PROPERTY LINE (PROPOSED COND) FILENAME: CAL242.HC1 100-YEAR, 24-HR STORM EVENT SAME AS RCFINAL.HC1 FROM J-13182A EXCEPT ONLY BASINS C1-C3 AND DETENTION BASIN BJB INCLUDED. ALSO MODELED ADDITIONAL AREA FROM CALAVERA HILLS. JN 13918 FEBRUARY 5, 2001 16 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE 5 1 0 0000 HYDROGRAPH TIME DATA NMIN I DATE ITIME NQ NDDATE NDTIME I CENT MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME 300 NUMBER OF HYDROGRAPH ORDINATES 0 ENDING DATE 0055 ENDING TIME 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE .08 HOURS 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 29 KK * DETNMELR * OSE OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE STATION DETNMELR „«•«.. x^. DAHRMN 1 nnn nJ.UUU U 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 Sw 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 ^"•S,10355 Cl0400 10405 10410 10415 10420 0. 100. 200. 300. 400. .0 .0 .0 .0 .0 PER . . . . 21 .... 31 .... 41 .... 51 .... 61 .... 71 .... 81 . . . . 91 . . . . 101 .... Ill 121 .... 131 .... 141 .... 151 .... 161 .... 171 .... 181 .... 191 .... 201 .... 211 .... 221 .... 231 .... 241 .... 251 .... 261 .... 271 .... 281 .... 291 .... 301 .... 311 ... 321 .... 331 .... 341 .... 351 .... 361 .... 371 . . 381 .... 391 .... 401 .... 411 ... . 421 .... 43.1 .... 44.1 45.1 .... 46.1 .... 47.1 48.1 .... 49.1 .... 50.1 .... 51.1 52. I 53. I 500. 600. 0. 0. 0. 0. 0. 0 ( S ) STORAGE .0 .0 .2 .4 .6 .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 ..... 10425 54. I . . . . .S . 10430 55. I . . . . .S . 10435 56. I . . . . .S . 10440 57. I . . . . . .S . J.0445 58. I . . . . . .S . 10450 59. I . . . . . .S . 10455 60. I . . . . .S . 10500 61. .1 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. I . . . . . .S . 10545 70. I . . . . .S . 10550 71. . I 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. . . I S 10645 82. I . . . . . . S 10650 83. I . . . . . . S 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. 01 . . . . . S . 10745 94. .OI . . . . . S . 10750 95. .1 . . . . . S . 10755 96. .1 . . . . . S . 10800 97. . I . . . . . S . 10805 98. I . . . . S . 10810 99. . I . . . . . S . 10815 100. . I . . . . . S . 10820 101 I S 10825 102. . I . . . . S . 10830 103. . OI . . . . S . 10835 104. . . I . . . . S . 10840 105. . . I . . . . S. 10845 106. . .OI. . . S 10850 107. . . .1 . . . .S 10855 108. . . . I . . . .S /0900 109. . . . I . . . . S 10905 110. . . I . . . S 10910 111 I S . 10915 112. . . . . 01 . . . S 10920 113. . . . 01 . . S 10925 114. 10930 115. 10935 116. 10940 117. 10945 118. 10950 119. 10955 120. OI. I. 01 . I . 01 11000 121 ........................... I 11005 122 . . . 11010 123. .. 11015 124. . . 11020 125. . . 11025 126. . . 11030 127. . . 11035 128. . . 11040 129. . . 11045 130. . 11050 131 ............. I 10 10 10. IO. I . I . IO 10 11055 132. . 11100 133. . 11105 134. . 11110 135. . 11115 136. . 11120 137. . 11125 138. . 11130 139. . 11135 140. . I 11140 141 ........ I 11145 142. 11150 143. 11155 144 . 11200 145. 11205 146. 11210 147. 11215 148. 11220 149. 11225 150. 11230 151 ...... I 11235 152. 11240 153. 11245 154. 11250 155. 11255 156. 11300 157. 11305 158. 11310 159. 11315 160. .1 .1 11320 161 ...... I 11325 162. 11330 163. 11335 164. 11340 165. 11345 166. 11350 167. 168. .1400 169. 170. .1 .1 .1 .1 I I I I I 11410 171 I 11415 172. I 11420 173. I. . S S S. S . S. 11425 11430 11435 11440 11445 11450 11455 11500 11505 11510 11515 11520 11525 11530 11535 11540 11545 11550 11555 11600 11605 11610 11615 11620 11625 11630 11635 11640 11645 11650 11655 11700 11705 11710 11715 11720 11725 11730 11735 11740 11745 11750 11755 11800 11805 11810 11815 11820 11825 11830 11835 11840 11845 11850 11855 U900 / 11910 11915 11920 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. 211 212. 213. 214. 215. 216. 217. 218. 219. 220. 221 222. 223. 224. 225. 226. 227 . 228. 229. 230. 231 232. 233. I. I. I I I I .1 j I IO. I . I . I . I . I . OI . 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 . . .1 I . I . IO . I . I I I . I I .1 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. ''**w 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. l*~ 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 . . .1 I . I . I . I . I . I . I . I . I . . .1 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 . . . . . . S 20030 295. I . . . , . . . S 20035 296. I . . . . . . S .H""»S. 20040 297. I . . . . . .S ,,20045 298.1 ..... S 20050 299.1 ..... S 20055 3001 . . . . . S--- 49 KK DETCALA 51 KO OUTPUT CONTROL VARIABLES IPRNT 3 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 52 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES ELEV TYPE OF INITIAL CONDITION 209.00 INITIAL CONDITION .00 WORKING R AND D COEFFICIENT 53 SA 21.0 27.0 30.0 33.0 35.0 38.0 39.5 41.0 43.0 54 SE ELEVATION 210.00 214.00 216.00 217.00 218.00 219.00 220.00 221.00 55 SS SPILLWAY CREL SPWID COQW EXPW 216.50 SPILLWAY CREST ELEVATION 150.00 SPILLWAY WIDTH 2.64 WEIR COEFFICIENT 1.50 EXPONENT OF HEAD COMPUTED STORAGE-ELEVATION DATA STORAGE ELEVATION .00 208.00 44 .97 210.00 95.94 212.00 152.91 214.00 215.89 216.00 249.88 217.00 286.37 218.00 325.12 219.00 365.37 220.00 407.36 221.00 COMPUTED OUTFLOW-ELEVATION DATA OUTFLOW ELEVATION OUTFLOW ELEVATION 208. 472. 217. .00 .00 .52 .63 .00 216.50 648.18 217.89 .65 216.51 862.73 218.18 5. 19 216.56 1120.06 218.50 17.50 .216.63 1424.06 218.85 41.49 216.72 1778.62 219.22 81.03 216.85 2187.61 219.63 140.01 217.00 2654.95 220.06 222.33 217.18 3184.51 220.51 331.87 217.39 3780.19 221.00 COMPUTED STORAGE-OUTFLOW-ELEVATION DATA STORAGE .00 44.97 95.94 152.91 215.89 232.63 233.11 OUTFLOW .00 .00 .00 .00 .00 .00 .65 ELEVATION 208.00 210.00 212.00 214.00 216.00 216.50 216.51 234.53 236.90 240.24 5.19 17.50 41.49 216.56 216.63 216.72 STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION 244 81 216 325 1565. 219 .56 .03 .85 .12 .33 .00 249 140 217 333 1778 219 .88 .01 .00 .93 .62 .22 256 222 217 350 2187. 219 .25 .33 .18 .10 .61 .63 263. 331 217 365 2592. 220. .72 .87 .39 .37 .97 .00 272 472 217 367 2654 220 .34 .52 .63 .65 .95 .06 282 648 217 386 3184 220 .17 .18 .89 .70 .51 .51 286 727 218 407 3780 221 .37 .50 .00 .36 . 19 .00 293.26 305.56 319.10 862.73 1120.06 1424.06 218.18 218.50 218.85 HYDROGRAPH AT STATION DETCALA PEAK FLOW TIME (CFS) (HR) 1401. 11.00 MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 24.92-HR (CFS) 748. 293. 282. 282. (INCHES) 1.937 3.032 3.032 3.032 (AC-FT) 371. 580. 580. 580. PEAK STORAGE TIME (AC-FT) (HR) 318. 11.00 MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 24.92-HR 286. 190. 184. 184. PEAK STAGE TIME (FEET) (HR) 218.82 11.00 MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 24.92-HR 218.00 214.85 214.63 214.63 CUMULATIVE AREA =3.59 SQ MI c STATION DETCALA j DAHRMN 10000 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 , 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 103'45 10350 m.10355 .0400 ^ 10410 10415 10420 0. 400. 800. 1200. 1600. 2000. 0. 0. 0. 0. 0. 0. PER 11 . . . . . • 21 ..... 31 ..... 41 ..... 51 ..... 61 ..... 71 . . 81 ..... 91 ..... 101 ..... Ill 121 ..... 131 ..... 141 ..... 151 ..... 161 ..... 171 ..... 181 ..... 191 ..... 201 ..... 211 221 ..... 231 ..... 241 ..... 251 ..... 261 ..... 271 ..... 281 ..... 291 ..... 301 ..... 311 321 . . 331 . . ... 341 . . . . . 351 ..... 361 ..... 371 ..... 381 ..... 391 ..... 401 . . . . . 411 421 ..... 431 . . 441 ..... 451 ..... 4601 ..... 47OI ..... 4801 ..... 4901 ..... 5001 ..... 51OI 52OI ..... 53OI ..... 0. 0. 0. 0. 0. 0. 0 (S) STORAGE 0. 100. 200. 300. 400. 0. 0 g . S . . s . . s . . . . s . . s . . s . . s . . s . . . . s . s . s . . s . . s . . s . . s . . s . . s . . s . . s . . . . . s . s . . . . . . s . . s . . s . . s . . s . . s . . s . . 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 5401 . . . . . . S . 10430 5501 . . . . . . S . 10435 560 I . . . . . . S . ,«*»*,. 10440 57O I . . . . . S 4^^10445 58O I . . . . . . S . 10450 59O I . . . . . . S . 10455 60O I . . . . . . S . 10500 610 I S 10505 620 I . . . . . . S . 10510 630 I . . . . . . S . 10515 640 I . . . . . . S . 10520 65O I . . . . . . S . 10525 66O I . . . . . . S . 10530 67O I . . . . . . S . 10535 680 I . . . . . . S . 10540 690 I . . . . . . S . 10545 TOO I . . . . . . S . 10550 71O .1 S 10555 72O I . . . . . . S . 10600 73O I . . . . . . S . 10605 74O I . . . . . . S . 10610 750 I . . . . . . S . 10615 76O I . . . . . . S . 10620 77O I . . . . . . S . 10625 78O I . . . . . . S . 10630 79O I . . . . . . S . 10635 80O I . . . . . . S . 10640 81O . .1 S 10645 820 I . . . . . . S . f* 10650 83O I . . . . . . S . V.^10655 84O I . . . . . . S . 10700 85O I . . . . . . S . 10705 860 I . . . . . . S . 10710 870 I . . . . . . S . 10715 88O I . . . . . . S . 10720 890 I . . . . . S 10725 90O I . . . . . . S . 10730 91O ... I S 10735 920 I . . . . . . S . 10740 930 I . . . . . . S . 10745 94O I. . . . . . S . 10750 95O I. . . . . . S . 10755 96O I . . . . . S . 10800 97O I . . . . . S . 10805 98O .1 . . . . . S . 10810 99O .1 . . . . . S . 10815 1000 . I . . . . . S. 10820 101O I S. . . . 10825 1020 . I . . . . . S 10830 103O . I . . . . . S 10835 104O . I . . . . . S 10840 105O . I . . . . . .S 10845 1060 . I. . . . . .S 10850 107O . .1 . . . . . S ^,^10855 1080 . I . . . . S t_l0900 109O . . I . . . . . S ^*10905 110O . . I . . . . . S 10910 1110 I S. 10915 112O . . I . . . . S 10920 113O . . . I . . . . S 10925 114O . . . I . 10930 1150 . . . I . 10935 1160 . . . I . ,*w»v 10940 1170 I -.10945 118O . . . . I 10950 1190 . . . . I . 10955 1200 . . . . I . 11000 121. .O .1 11005 122. O . . . . I . 11010 123. .O . . . I . 11015 124. . 0 . . . I . 11020 125. .O. . . I . 11025 126. . . 0 . . I . 11030 127. . . 0 . . I . 11035 128. . . 0. . I . 11040 129. . . .0 . I . 11045 130. . . .0.1. 11050 131 0 I 11055 132. . . .01. 11100 133. . . . I . 11105 134. . . .10. 11110 135. . . 10. 11115 136. . . I.O. 11120 137. . .I.O. 11125 138. . .I.O 11130 139. . . I .O 11135 140. . .IO 11140 141 1. . . O 11145 142. . 10. '*****" \1150 143. . I.O. \sgl^11155 144. . I.O. 11200 145. . I.O. 11205 146. .1.0. 11210 147. .1.0. 11215 148. .1.0 11220 149. . I .0 11225 150. .IO 11230 151 I. . O . . . 11235 152. .10. 11240 153. .IO. 11245 154. .IO. 11250 155. .10. 11255 156. .10. 11300 157. .IO. 11305 158. .10. 11310 159. .10. 11315 160. .IO. 11320 161 I.O 11325 162. .10. 11330 163. .10. 11335 164. .IO. 11340 165. .10. 11345 166. .10. 11350 167. .IO. ^^11355 168. .IO. f' 1400 169. .IO. ^*ll*11405 170. .10. 11410 171 I.O 11415 172. .IO. 11420 173. .10. S . S . S. S . . . .S . S . S . S s . s . s . s. s s .s .s .s s . s . s . s . s . s .s .s .s .s s s s s s s s s. s. s. g s. s. s. s. s . s . s . s . s . s s . s . . s . s . s . s . s . s . s . s s . s . 11425 174. .10 . 11430 175. .IO . 11435 176. .IO . 11440 177. .10 . 11445 178. .10 . 11450 179. .10 . 11455 180. .10 . 11500 181. . .1 11505 182. .1 ... 11510 183. .1 ... 11515 184. 10 ... 11520 185. 10 ... 11525 186. 1.0 11530 187. I.O 11535 188. I O 11540 189. 10 11545 190. I O 11550 191 10 . . . 11555 192. 10 11600 193. 10 ... 11605 194. I. 11610 195. I. ... 11615 196. I. ... 11620 197. I. ... 11625 198. I. ... 11630 199. I. ... 11635 200. I. ... 11640 201 I 11645 202. I. ... 11650 203. I. ... •11655 204. I. 11700 205. I. ... 11705 206. I. ... 11710 207. I. ... 11715 208. I. ... 11720 209. I. ... 11725 210. I. ... 11730 211 I 11735 212. I. ... 11740 213. I. ... 11745 214. I. ... 11750 215. I. ... 11755 216. IO. 11800 217. IO. 11805 218. IO. . . . 11810 219. IO. 11815 220. IO. 11820 221. ... I 11825 222. I . 11830 223. I . 11835 224. I . 11840 225. I . 11845 226. I . 11850 227. IO . ,11855 228. IO . ,1900 229. IO . 11905 230. IO . 11910 231. . . .IO 11915 232. 10 . 11920 233. 10 . S . S . S . S . S . s . s . s s . s . s . s . s . s . . . s . s . s . . . . . . . . . . s s . s . s . s . s . s . s . s . s . s . . . . ... s . s . s . s . s . s . s . s . 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 11930 11935 11940 ,11945 11950 11955 12000 12005 12010 12015 12020 12025 12030 12035 12040 12045 12050 12055 12100 12105 12110 12115 12120 12125 12130 12135 12140 12145 .2150 12155 12200 12205 12210 12215 12220 12225 12230 12235 12240 12245 12250 12255 12300 12305 12310 12315 12320 12325 12330 12335 12340 12345 12350 J2355 0000 20005 20010 20015 20020 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. 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. IO . 10 . 10 . IO . IO . 10 . IO IO IO . 10 . 10 . IO . I . I I . I . I . I I . I I I I . I . I . I . I . , .1 I . I . I . I . I . I . I . I . I . , .1 I . I . I . I . I . I . I . IO 10 . . .10 IO IO 10 I I . I . I . I . I .1 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 . ' g s . . s . 20025 294. I . . . . • . . . S 20030 295. I . . . • • • • . S 20035 296. I . . . • . • • . S 20040 297. 10 . . . • . • . S 20045 298. IO . . • • • • . S 20050 299. I O . . . . . • . . S 20055 300.---IO . . . . . . • • S- 70 KK * DETNBJB 73 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE STATION DETNBJB (I) INFLOW, (0) OUTFLOW "•"""• ^^ DAHRMN 1 A A A AJ.UUU U 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 S*-»^ 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 J**K 10355 1^^10400 10405 10410 10415 10420 0. 200. 400. 0. 0. 0. PER •I T±1 . . 21 31 41 51 61 71 81 91 101 111 121 131 141 151 161 171 181 191 201 211 221 231 241 251 261 271 281 291 301 311 321 331 341 351 361 371 381 391 401 411 421 431 441 451 461 471 481 491 501 511 521 53.1 600. 800. 1000. 1200. 1400. 1600. 0. 0. 0. ' 0 (S) STORAGE 0. 0. 0. 0. 20. 40. 60. 0. 0. 0 c _ s ..... s ..... s . . s ..... s ..... s ..... s s ..... s ..... s s .....' s ..... . . s s . • • . . . s s . . . . . . s ..... s ..... s ..... s s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... 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 10430 10435 ,*»»v 10440 ^^•10445 10450 10455 10500 10505 10510 10515 10520 10525 10530 10535 10540 10545 10550 10555 10600 10605 10610 10615 10620 10625 10630 10635 10640 10645 f 10650 ^*"W/10655 10700 10705 10710 10715 10720 10725 10730 10735 10740 10745 10750 10755 10800 10805 10810 10815 10820 10825 10830 10835 10840 10845 10850 js^10855 C^.0900 ^**10905 10910 10915 10920 54.1 55.1 56.1 57.1 58.1 59.1 . . 60.1 . . . 61 I 62.1 63.1 64.1 65.1 66.1 ... 67.1 ... 68.1 ... 69.1 70. I 71 I . . 72. I 73. I 74. I . . . 75. I 76. I 77. I 78. I 79. I 80. I 81 I 82. I 83. I 84. I 85. I 86. I 87. I 88. I 89. I . 90. I 91. .1 92. I 93. I 94 . I . 95. I 96. I 97. I 98. I 99. I . 100. I . 101. ... I 102. I. 103. I. 104. OI 105. .1 106. .01 107. .OI. 108. . I . 109. .OI. 110. . I . Ill OI 112. . O I. 113. . OI S ..... S ..... S ..... S ..... s ..... s ..... s . . s s ..... s ..... s ..... s ..... s ..... s ..... s . . . . . s ..... s ..... s s ..... s ..... s . . . s ..... s ..... s ..... s ..... s ..... s ..... s s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... 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. . I . . . .S . . 10930 115. .OI. . . .S . 10935 116. . .1 . . . .S . . 10940 117. . .OI .S ,,10945 118. . .OI. . . .S 10950 119. . . I . . . .S . 10955 120. . .OI. . . ,S 11000 121 01 S 11005 122. . .01. . . .S . 11010 123. . . O.I. . .S 11015 124. . . .OI . . S . 11020 125. . . .O.I. . S . 11025 126. . . . O . . I . S . 11030 127. . . .0. . .IS. 11035 128. . . . . 0 . . IS . 11040 129. . . . . O . . S . 11045 130. . . . . O . . SI 11050 131 0 S. I .... 11055 132. . . . . . O . .SI. 11100 133. . . . . . 0 . .SI. 11105 134. . . . . . O . .SI. 11110 135. . . . . . O . SI . 11115 136. . . . . . .O .IS. 11120 137. . . . . . . 0 . I S. 11125 138. . . . . . . O . I S 11130 139. . . . . . . 0 . I .S 11135 140. . . . . . .01 .S 11140 141 O.I S. 11145 142. . . . . . . I . . S 11150 143. . . . . . .IO. .S *"«»«•«•* 11155 144. . . . . . I O . .S 11200 145. . . . . .1.0. .S 11205 146. . . . . . I . O . S 11210 147. . . . . . I . O . S 11215 148. . . . . . I . O . S. 11220 149. . . . . .1 . 0 . S. 11225 150. . . . .1. .O . S . 11230 151 I 0 S. . . 11235 152. . . . . I . 0 . . S . 11240 153. . . . .1.0. . S . 11245 154. . . . . I . O . . S . 11250 155. . . . .1.0. . S . 11255 156. . . . .1 . O . . S . 11300 157. . . . .1 . O . . S . 11305 158. . . . I .0 . .S . 11310 159. . . . I. O . S . 11315 160. . . .1.0. . S 11320 161 I O S 11325 162. . . .1.0. . S . 11330 163. . . .1.0. . S . 11335 164. . . . I . O . . S . 11340 165. . . . I . O . . S . 11345 166. . . . I .0 . . S . 11350 167. . . .10 . . S . ^•^11355 168. . . .IO. . . S . Lj-1400 169. . . .10. . .S. ^^ 170. . . .10. . . S . 11410 171 1. . .0 S 11415 172. . . .10. . . S 11420 173. . . 10. . . S 11425 174. . . 10. . . S 11430 175. . . 10. . . S 11435 176. . . I. 0 . . . S ,.«*••">. 11440 177. . . I. O . . . S iC 11445 178. . . 1.0 . . • S 11450 179. . .10 . . . S 11455 180. . .10. . . . S 11500 181 IO S . 11505 182. . .IO. . . . S 11510 183. . .IO. . . .S 11515 184. . . 10 . . . .S 11520 185. . .10. . . .S 11525 186. . 10 . . .S 11530 187. . 10 . . .3 11535 188. . . I . . . .S 11540 189. . . I . . . .S 11545 190. . . I . . . .S 11550 191 I , S. . 11555 192. . 10 . . .S 11600 193. . . I . . . .S 11605 194. . I . .3 11610 195. . . 10 . . . .S 11615 196. . . 10 . . . .S 11620 197. . . I . . . .S 11625 198. . . I . . . .3 11630 199. . . I . . . .3 11635 200. . . I . . . .3 11640 201 I S. . 11645 202. . . I . . . .S 11650 203. . .IO. . . .3 4>,w 11655 204. . . 10 . . . .3 11700 205. . . I . . . .3 11705 206. . . I . . . .3 11710 207. . . I . . . .3 11715 208. . . I . . . .3 11720 209. . .1 . . . .3 11725 210. . . I . . . .S 11730 211 I S. . 11735 212. . . I . . . .3 11740 213. . . I . . . .3 11745 214. . .IO .S 11750 215. . .IO . . . .3 11755 216. . .1 ... .3 11800 217. . .1 ... .3 11805 218. . .1 ... .3 11810 219. . .1 ... .3 11815 220. . .1 ... .3 11820 221 I S. . 11825 222. . .1 . . . ,S 11830 223. 10 . . .3 11835 224. . I . . . .3 11840 225. I ... .3 11845 226. I ... .3 11850 227. 10 . . .S ss 228. . I. . . . .3 .1900 229. . I. ... .3 05 230. . I. . . .3 11910 231 I S . . 11915 232. .10. . . .3 11920 233. . I . . . . S c 11925 234. . I . . . . S 11930 235. . I . . . . S 11935 236. . I . . . . S 11940 237. .IO. . . . S 11945 238. . I . . . . S 11950 239. . I . . . . S 11955 240. . I . . . . S 12000 241 10 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 12115 256. . 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 12230 271 I S 12235 272. 10 . . . 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 12320 281 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 0000 289. . 1 . . . . S 20005 290. . I . . . . S 20010 291 I S 20015 292. . I . . . . S 20020 293. . I . . . . S 20025 294. . I . . . . S 20030 295. . I . . . . S 20035 296. . I . . . . S 20040 297. . I . . . . S 20045 298. . I . . . . S 20050 299. . I . . . . S 20055 300. .1 . . . . S- 86 KK * DETNC4 * 90 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE STATION DETNC4 (I) INFLOW, (O) OUTFLOW ' "'-**"'* DAHRMN 10000 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 """ 10150 X.^10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 103SSJ*"" "S C 0400 ^"•'^0405 10410 10415 10420 0. 100. 0. 0. PER 11 . 21 31 41 51 61 71 81 91 101 111 121 131 141 151 161 171 181 191 201 211 221 231 241 251 261 271 281 291 301 311 321 331 341 351 361 371 381 391 401 411 421 431 441 451 461 471 481 491 50OI 51.1 52.1 53.1 200. 300. 400. 500. 600. 700. 0. 0. 0. 0. 0 (S) STORAGE 0. 0. 0. 0. 0. 20. 40. 60. 0. 0. 0 g s ..... 1 . . S s ..... s ..... s ..... s ..... s ..... s ..... s ..... .... S ... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... 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 10430 10435 ' 10440 10445 10450 10455 10500 10505 10510 10515 10520 10525 10530 10535 10540 10545 10550 10555 10600 10605 10610 10615 10620 10625 10630 10635 10640 10645 10650 ..... 10655 10700 10705 10710 10715 10720 10725 10730 10735 10740 10745 10750 10755 10800 10805 10810 10815 10820 10825 10830 10835 10840 10845 10850 -^10855 |^ ^10900 ^^10905 10910 10915 10920 54.1 55.1 ..... 56.1 ..... 57.1 58. I 59. I . 60. I 61.1 62. I 63. I 64. 01 . 65. I 66. I 67. I 68. I 69. I 70. I 72. I 73. I 74. I 75. I 76. I 77. I 78. I 79. I 80. I 811 . ..... 82. I 83. 01 . . . . . 84. I . 85. I . 86. 01 . 87. I . 88. I . 89. I . 90. I . 91 01 ..... 92. 01 93. 01 94. 01 95. .01. 96. .OI. 97. .OI. 98. .OI. 99. .01. 100. .01. 101 01 . 102. .O.I 103. .0.1 104. .0.1. 105. . O.I. 106. .01.. 107. . 0 I 108. . .0 I 109. . .0 . I . 110. . . 0 . I HI 0 ... I 112. . . 0 . . I . 113. . . 0 . . .1 S ..... s ..... s ..... s ..... S ..... S ..... S ..... . . s S ..... S ..... S ..... s ..... s s ..... s ..... s ..... s ..... s . . . s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... . . S s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... 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. -*vw 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. CU355 168. .1400 169. j.1405 170. 11410 171 11415 172. 11420 173. O. . . I . S . O. . . I . S . 0. . . I . S. 0 . . . I. S 0. . . -I .S 0. . . . I . S . 0 . . . I . S . O I....S .0 . . . I . S . .0. . . i . s . O . . . I . S . 0 . . . I . S O . . . I . .S . O . . .1 . .S . 0 . . I . . S . 0 . . I . . . S . O.I. . . . S . 0 ..I S 01. . . . . S . I . . . . . S . . I O . . . . . S . 10. . . . . S . I.O. . . . .S. I.O. . . . .S. . I.O. . . . .S. .I.O. . . . .S. .1 . 0 . . . . . S . I 0 S I. . 0 . . . . .S . I. . O . . . . .S . I. .0. . . . S I. .0. . . . S I . . 0 . . . . S. I . . 0 . . . . S. I. .0. . . .3. I. .O. . . . S . I. .O. . . .S. I o S I . .O . . . . S . I . .0 . . . . S . I . .O . . . . S . I . .O . . . . S . I. 0 . . . .S. I . 0 . . . .S. I . 0 . . . .S. I.O. . . . . S . I.O. . . . . S . I O S . ... I.O. . . . .3 . I.O. . . . .S . I.O. . . . S i.o. . . . s I.O. . . . S. I.O. . . . S. . I.O. . . .3. . I.O. . . .3. . I.O. . . .S. I .0 S . . . I.O. . . .3. I.O. . . .3. 11425 11430 11435 11440 11445 11450 11455 11500 11505 11510 11515 11520 11525 11530 11535 11540 11545 11550 11555 11600 11605 11610 11615 11620 11625 11630 11635 11640 11645 11650 11655 11700 11705 11710 11715 11720 11725 11730 11735 11740 11745 11750 11755 11800 11805 11810 11815 11820 11825 11830 11835 11840 11845 11850 11855 K .1900.J 11905 11910 11915 11920 174. .1 . 0 . 175. .1 . 0 . 176. .1 .0 177. .1 .O 178. .1 .0 179. .1 .0 180. .1.0 181 I...O 182. . I .0 183. . I .0 184. . I 0 185. 10.. 186. I. 0. 187. I. 0 . 188. I . 0 . 189. I. 0 . 190. 10. 191 10 192. .IO. 193. . 10 . 194. .IO 195. . 10 . 196. . 10 . 197. . I . 198. . I . 199. . I . 200. . I . 201 I 202. .IO 203. .1 ... 204. .1 205. .1 ... 206. .1 ... 207. .1 ... 208. .1 209. .1 ... 210. .OI . 211 OI 212. . I . 213. .1 214. .1 ... 215. IO 216. 10 ... 217. I ... 218. I ... 219. I ... 220. I ... 221 . . I 222. I ... 223. I ... 224. I ... 225. I ... 226. 10 ... 227. I. 228. IO. 229. IO. 230. I . 231. ... I 232. I . 233. 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 ..... 'SitasiKW*^ •...«.,.•• C 11925 234. 11930 235. 11935 236. 11940 237. 11945 238. 11950 239. 11955 240. 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 . 10 . I . I . I . I . 01 . I . I . I . I . I . I I . 01. I. 10. I . I . I . I . I . I . . I . IO . I . I . I . I . I . I . I . I ... I . I . 1 . I . I . I . I . I . I . I I . I . I I . I . 01 . I . I . I . . . I 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 ..... s ..... s . s s ..... s ..... 20025 20030 20035 20040 20045 20050 o nne;^ 294 . 295. 296. 297. 298 299 inn I I . I . 10 . 10 10 T . s ..... s ..... s ..... s ..... s ..... s ..... c RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES OPERATION HYDROGRAPH AT STATION Cl ROUTED TO DETNMELR ROUTED TO HYDROGRAPH AT C1-C2 C2 2 COMBINED AT COMBINE ROUTED TO ROUTED TO HYDROGRAPH AT DETCALA C2-C3 C3 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT ROUTED TO DETNBJB C4 DETNC4 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT C3&-RCC RCC 2 COMBINED AT CCTOTAL PEAK TIME OF FLOW PEAK 531. 10.00 528. 10.00 373. 10.67 1545. 10.25 1890. 10.25 1401. 11.00 1373. 11.17 480. 10.00 1574. 11.08 1292. 11.75 667. 10.08 352. 11.00 1632. 11.67 1624. 11.92 73. 10.00 1643. 11.92 AVERAGE FLOW FOR MAXIMUM PERIOD 6-HOUR 24-HOUR 72-HOUR 249. 236. 761. 992. 748. 745. 224. 887. 887. 315. 297. 1175. 1175. 33. 102. 102. 99. 311. 411. 293. 291. 383. 383. 129. 129. 511. 509. 98. 98. 95. 300. 395. 282. 281. 369. 369. 124. 492. 491. 13. 504. BASIN AREA .87 .87 .87 2.72 3.59 3.59 3.59 .88 4.47 4.47 1.24 1.24 5.71 5.71 .15 5.86 MAXIMUM TIME OF STAGE MAX STAGE 335.95 10.00 241.02 10.67 218.82 11.00 100.25 11.17 75.57 11.75 76.19 11.00 46.47 11.92 *** NORMAL END OF HEC-1 *** c APPENDIX B SUPPORT MATERIALS FOR DETENTION ANALYSES C c Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 PONDPACK VOLUME CALCULATIONS Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 -IT- 0-2- <9AiL>f Type.... Vol: Planimeter Name .... INT. CHAN. ONLY File." . . C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1-.PPK Title... int. chan. only Page 1.01 72 .00 POND VOLUME CALCULATIONS Planimeter scale: 100.00 ft/in Elevation (ft) 62 64 66 68 70 .00 .00 .00 .00 .00 Planimeter Area Al+A2+sqr (A1*A2) Volume (sq.in) (acres) (acres) (ac-ft) .000 .120 .930 3 .760 7.550 .0000 .0275 .2135 .8632 1.7332 .0000 .0275 .3177 1.5060 3.8196 .000 .018 .212 1.004 2.546 Volume Sum (ac-ft) .000 I .018 \ .230 1 1.234 I 3.781 1 11.510 2.6423 6.5156 4.344 8 .124 Elevations With Areas Interpolated From The Closest Two Planimeter Readings Elevation (ft) 1 c. "3 n nO-D . U U 65.00 67.00 69.00 70.80 Planimeter (sq.in) Area Al+A2+sqr (A1*A2) (acres) (acres) nAi^u n n £ Q .0986 .1783 .4838 1.0187 1.2607 3.1670 2.0740 5.7032 Volume (ac-ft) n n o .059 .340 1.056 1.521 Volume Sum (ac-ft) n n o .078 .570 2.290 5.301 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: ELI, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for ELI, EL2, respectively Volume = Incremental volume between ELI and EL2 Interpolated area from closest two given contour areas is computed using the relationship: IA = (sq.rt(Areal) + ((Ei-El)/(E2-E1))*(sq.rt(Area2)-sq.rt(Areal)))**2 where: El, E2 = Closest two elevations with planimeter data Ei = Elevation at which to interpolate area Areal,Area2 = Areas computed for El, E2, respectively IA = Interpolated area for Eit S/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:37:20 Date: 04-09-2002 Type.... Vol: Planimeter Name.... INT. BOTH SIDES File. . . . C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... bjb-both sides of berm Page 1.01 POND VOLUME CALCULATIONS Planimeter scale: 100.00 ft/in Elevation (ft) 62.00 64.00 66.00 68.00 70.00 72 .00 76.00 Planimeter (sq.in) .000 .120 1.390 8.670 15.190 28.510 73.090 Area Al+A2+sqr (A1*A2) (acres) (acres) .0000 .0000 .0275 .0275 .3191 .4404 1.9904 3.1064 3.4871 8.1120 6.545TI 14.8095 16.7792 33.8036 Volume (ac-ft) .000 .018 .294 2.071 5.408 9.873 45.072 Volume Sum (ac-ft) .000 .018 .312 2.383 7.791 17.664 62.735 Elevations With Areas Interpolated From The Closest Two Planimeter Readings Elevation (ft) 63 65 67 69 70 71 73 74 75 .00 .00 .00 .00 .80 . 00 .00 .00 .00 Planimeter Area Al+A2+sqr (A1*A2) Volume (sq.in) (acres) (acres) (ac-ft) 2 4 4 8 11 13 .0069 .1335 .9758 .6866 .5957 .8967 .6601 .0708 .7771 1 6 12 12 22 26 29 .0069 .2217 .8530 .9894 .0861 .5161 .7337 .1280 .8180 2 3 4 7 17 29 .002 .074 .618 .330 .223 .172 .578 .419 .818 Volume Sum (ac-ft) 4 11 11 25 35 47 .002 .092 .930 .713 .014 .963 | .242 / .083 1 .482 ( 75.06 13.9489 48.314 S/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:04:53 Date: 05-01-2002 &JB GAS/A) VOLUMES - £2.'- Type.... Vol : Planimeter Name .... ULT CHANNEL ONLY File. . . . C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title. . . 62 Page 1.01 POND VOLUME CALCULATIONS Planimeter scale: 100.00 ft/in Elevation (ft) 62. 64. 66. 68. 70. 00 ' 00 00 00 00 00 Planimeter Area Al+A2+sqr (A1*A2) Volume (sq.in) (acres) (acres) (ac-ft) 3 7 11 . 000 .120 .930 .730 .550 T3UV .0000 .0275 .2135 .8563 1.7332 '2 .by4T" 1 3 6 .0000 .0275 .3177 .4974 .8078 -4-4^8 .000 .018 .212 .998 2.539 4 . A y'5~ Volume Sum (ac-ft) 1 3 8 .000 V .018 I .230 .228 / .767 | 7065 Elevations With Areas Interpolated From The Closest Two Planimeter Readings "^MBP^ Elevation (ft) 63.00 65.00 67.00 69.00 70.80 Planimeter (sq.in) Area Al+A2+sqr (A1*A2) (acres) (acres) .0069 .0069 .0986 .1783 .4812 1.0153 1.2565 3.1501 2.0568 5.6782 Volume (ac-ft) .002 .059 .338 1.050 1.514 Volume Sum (ac-ft) .002 .078 .569 2.278 5.281 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: ELI, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for ELI, EL2, respectively Volume = Incremental volume between ELI and EL2 Interpolated area from closest two given contour areas is computed using the relationship: IA = (sq.rt(Areal) + ((Ei-El)/(E2-E1))*(sq.rt(Area2)-sq.rt(Areal)))**2 where: El, E2 = Closest two elevations with planimeter data Ei = Elevation at which to interpolate area Areal,Area2 = Areas computed for El, E2, respectively IA = Interpolated area for Ei S/N: HOMOLO203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:42:04 Date: 04-09-2002 <s>F Type.... Vol: Planimeter Name.... ULT. BOTH SIDES File .... C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... 62 Page 1.01 POND VOLUME CALCULATIONS Planimeter scale: 100.00 ft/in Elevation (ft) 62 64 66 68 70 '72 76 .00 .00 .00 .00 .00 .00 .00 Planimeter Area Al+A2+sqr (A1*A2) Volume (sq.in) (acres) (acres) (ac-ft) 1 8 15 21 48 .000 .120 .390 .540 .190 .680 "" .040 1 3 "4 11 .0000 .0275 .3191 .9605 .4871 .y;vo .0285 3 8 12 23 .0000 .0275 .4404 .0706 .0623 . 6302 .4142 2 5 8 31 .000 .018 .294 .047 .375 .420 .219 Volume Sum (ac-ft) 2 7 16 47 .000 .018 .312 .359 .734 Elevations With Areas Interpolated From The Closest Two Planimeter Readings Elevation (ft) 63.00 65.00 67.00 69.00 71.00 73 .00 74.00 75.00 Planimeter (sq.in) :::::—— Area Al+A2+sqr (A1*A2) (acres) (acres) .0069 .0069 .1335 .2217 .9654 1.8395 2.6693 6.9174 4.1991 11.5128 6.2671 16.8291 7.7057 18.8757 9.2928 21.0707 Volume (ac-ft) .002 .074 .613 2.306j.yjii 5.610 12.584 21.071 Volume Sum (ac-ft .002 .092 .925 4.665 11.572 21.764 28.738 37.225 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: ELI, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for ELI, EL2, respectively Volume = Incremental volume between ELI and EL2 Interpolated area from closest two given contour areas is computed using the relationship: IA = (sq.rt(Areal) + ((Ei-El)/(E2-E1))*(sq.rt(Area2)-sq.rt(Areal)))**2 where: El, E2 = Closest two elevations with planimeter data Ei = Elevation at which to interpolate area Areal,Area2 = Areas computed for El, E2, respectively IA = Interpolated area for Ei S/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:42:57 Date: 05-01-2002 c PONDPACK INLET CONTROL CALCULATIONS c Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 Type.... Outlet Input Data .Name .... BJBJDUTLET 'File.... C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... 10x7 RGB from basin BJB Page 2.01 REQUESTED POND WS ELEVATIONS; Min. Elev.= Increment = Max. Elev.= 62.00 ft 1.00 ft 76.00 ft Spot Elevations, ft 75.06 75.57 70.80 ********************************************** OUTLET CONNECTIVITY ********************************************** --- > Forward Flow Only (Upstream to DnStream) < --- Reverse Flow Only (DnStream to UpStream) < --- > Forward and Reverse Both Allowed Structure Culvert-Box Culvert-Circular TW SETUP, DS Channel No. 1 2 Outfall El, ft TW TW 62.000 65.000 E2, ft 76.000 76.000 S/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type. Name. k File., ^•"Title. Outlet Input Data BJB_OUTLET C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK 10x7 RGB from basin BJB Page 2.02 OUTLET STRUCTURE INPUT DATA Structure ID Structure Type = 1 = Culvert-Box No. Barrels Barrel Height Barrel Width Upstream Invert Dnstream Invert Horiz. Length Barrel Length = Barrel Slope OUTLET CONTROL DATA.. Mannings n Ke Kb Kr HW Convergence INLET CONTROL DATA... Equation form = Inlet Control K Inlet Control M Inlet Control c Inlet Control Y Tl ratio (HW/D) T2 ratio (HW/D) Slope Factor Calc inlet only = Yes 7.00 ft 10.00 ft 62.00 ft 52.40 ft 590.53 ft 590.61 ft .01626 ft/ft .0130 .2000 .001880 .2000 .001 1 .0260 1.0000 .03850 .8100 1.170 1.418 -.500 (forward entrance loss) (per ft of full flow) (reverse entrance loss) +/- ft Use unsubmerged inlet control Form 1 equ. below Tl elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at Tl & T2... At Tl Elev = 70.19 ft > Flow = 648.21 cfs At T2 Elev = 71.93 ft > Flow = 740.81 cfs /N: HOMOLO203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type.. Name.. "File.. Outlet Input Data BJBJDUTLET C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK 10x7 RGB from basin BJB OUTLET STRUCTURE INPUT DATA Page 2.03 Structure ID Structure Type = 2 = Culvert-Circular No. Barrels = Barrel Diameter = Upstream Invert Dnstream Invert = Horiz. Length Barrel Length Barrel Slope OUTLET CONTROL DATA. Mannings n Ke Kb Kr HW Convergence INLET CONTROL DATA.. Equation form Inlet Control K Inlet Control M Inlet Control c = Inlet Control Y Tl ratio (HW/D) T2 ratio (HW/D) Slope Factor Calc inlet only = Yes 6.0000 ft 65.00 ft 61.65 ft 289.00 ft 289.02 ft .01159 ft/ft .0130 .2000 .002868 .2000 .001 1 .0078 2.0000 .02920 .7400 1.130 1.201 - .500 (forward entrance loss) (per ft of full flow) (reverse entrance loss) + /- ft Use unsubmerged inlet control Form 1 equ. below Tl elev. Use submerged inlet control Form 1 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at Tl & T2... At Tl Elev = 71.78 ft > Flow = 242.40 cfs At T"2 Elev = 72.21 ft > Flow = 277.03 cfs Structure ID Structure Type = TW = TW SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 30 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance .01 ft Min. Q tolerance = .10 cfs Max. Q tolerance = .10 cfs S/N: HOMOL0203643 Rick Engineering Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type.... Individual Outlet Curves Name.... BJB_OUTLET File.... C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... 10x7 RGB from basin BJB Page 2.04 RATING TABLE FOR ONE OUTLET TYPE Structure ID = 1 (Culvert-Box) Mannings open channel maximum capacity: 2082.52 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages 62.00 63.00 64 .00 65.00 66.00 67.00 68.00 69.00 70.00 70.80 71.00 72.00 73 .00 74.00 75.00 75.06 .00 Free Outfall ^stream HW & DNstream TW < Inv.El 32.04 I Free Outfall INLET CONTROL.. 85.54 Free Outfall INLET CONTROL.. 152.97 Free Outfall INLET CONTROL.. 231.36 1 Free Outfall INLET CONTROL.. 318.91 I Free Outfall INLET CONTROL.. 414.66 Free Outfall INLET CONTROL.. 517.46 Free Outfall INLET CONTROL.. 626.75 Free Outfall INKET CONTROL.. 680.75 Free Outfall INllET CONTROL. . 691.43 Tree Outfall ""INLET CONTROL . . , 747.30* Free Outfall INLET CONTROL.. 827.98 Free Outfall INLET CONTROL.., 901.60 Free Outfall INLET CONTROL.. 969.60 Free Outfall INLET CONTROL.., 973.51 Free Outfall INLET CONTROL.., Equ.l: HW =1.00 Equ.l: HW =2.00 Equ.l: HW =3.00 Equ.l: HW =4.00 Equ.l: HW =5.00 Equ.l: HW =6.00 Equ.l: HW =7.00 Equ.l: HW =8.00 Transition: HW =8.80 Transition: HW =9.00 Submerged: HW =10.00 Submerged: HW =11.00 Submerged: HW =12.00 Submerged: HW =13.00 Submerged: HW =13.06 dc=.683 dc=1.315 dc=1.937 dc=2.553 dc=3.162 dc=3.767 dc=4.366 dc=4.961 Ac=6.8337 Ac=13.1510 Ac=19.3747 Ac=25.5285 Ac=31.6186 Ac=37.6667 Ac=43.6601 Ac=49.6093 N; HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type.... Individual Outlet Curves Page 2.05 Name.... BJB_OUTLET File.... C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... 10x7 RGB from basin BJB RATING TABLE FOR ONE OUTLET TYPE Structure ID = 1 (Culvert-Box) Mannings open channel maximum capacity: 2082.52 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages 75.57 1006.32 Free Outfall INLET CONTROL... Submerged: HW =13.57 76.00 1033.21 Free Outfall INLET CONTROL... Submerged: HW =14.00 c.S/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type.... Individual Outlet Curves Name.... BJBJDUTLET File.,.. C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK Title... 10x7 RGB from basin BJB Page 2.06 RATING TABLE FOR ONE OUTLET TYPE Structure ID = 2 (Culvert-Circular) Mannings open channel maximum capacity: 490.46 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00 70.80 71.00 72.00 73.00 74.00 75.00 75.06 .00 Free Outfall Upstream HW & DNstream TW < Inv.El .00 Free Outfall Upstream HW & DNstream TW < Inv.El .00 Free Outfall Upstream HW & DNstream TW < Inv.El .00 Free Outfall Upstream HW & DNstream TW < Inv.El 8.73 Free Outfall INLET CONTROL.. 32.14 Free Outfall INLET CONTROL.. 67.04 Free Outfall INLET CONTROL.. 109.77 Free Outfall INLET CONTROL.. 156.59 Free Outfall INLET CONTROL.. 195.31 Free Outfall INLET CONTROL.. 204.94 Free Outfall INLET CONTROL.. 260.19 Free Outfall INLET CONTROL.. 313.76 Free Outfall INLET CONTROL.. 354.67 Free Outfall INLET CONTROL.. 391.39 Free Outfall INLET CONTROL.. 393.49 Free Outfall INLET CONTROL.. Equ.l: HW =1.00 Equ.l: HW =2.00 Equ.l: HW =3.00 Equ.l: HW =4.00 Equ.l: HW =5.00 Equ.l: HW =5.80 Equ.l: HW =6.00 Transition: HW =7.00 Submerged: HW =8.00 Submerged: HW =9.00 Submerged: HW =10.00 Submerged: HW =10.06 dc=.769 Ac=2.1173 dc=1.495 Ac=5.5029 dc=2.185 Ac=9.3091 dc=2.825 Ac=13.0905 dc=3.403 Ac=16.5482 dc=3.818 Ac=18.9862 dc=3.915 Ac=19.5394 Cs/N: HOMOL0203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 Type.... Individual Outlet Curves Page 2.07 Name.... BJB_OUTLET .. C:\JOBS\ROBERT~1\POND-P~1\BJBVOL~1.PPK . . 10x7 RGB from basin BJB RATING TABLE FOR ONE OUTLET TYPE Structure ID = 2 (Culvert-Circular) Mannings open channel maximum capacity: 490.46 cfs Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q Tail Water Notes WS Elev. Q TW Elev Converge ft cfs ft +/-ft Computation Messages 75.57 410.84 Free Outfall INLET CONTROL... Submerged: HW =10.57 76.00 424.91 Free Outfall INLET CONTROL... Submerged: HW =11.00 c^•^S/N: HOMOLO203643 Rick Engineering Pond Pack Ver: 8-01-98 (61) Compute Time: 13:53:12 Date: 05-01-2002 f WSPGN FLOW-ELEVATION CALCULATIONS Prepared By: DCB:KM:nd/Report/l 3918.001 Rick Engineering Company - Water Resources Division 05-08-02 Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 72BOX.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 RATING CURVE CALCS AT ELEVATION 72' so wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100 100 415 416 632 648 690 690 690 1 2 2 3 3 4 4 3 5 4 6 3 7 2 .00 .00 .25 .75 .86 .20 .53 .53 .53 0 0 0 0 0 0 0 52 52 57 57 61 61 '62 62 62 648 .40 .40 .52 .55 .06 .31 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 2 2 4 3 4 6 5 6 7 7 15.00 7.00 1.50 7.00 6.00 7.00 15.00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 .00 .00 .00 .00 .00 .00 .00 8.25 279.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 52. 63. 61. 72. .00 .00 .00 .00 .00 .00 .00 .40 ,02 ,65 ,00 .00 .00 0 88.00 .00 .00 0 21.00 .00 .00 0 »ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:10:21:19 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 72BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 72 ' | Invert | Depth | Water | Q | Vel Station | Elev | (FT) | Elev | (CFS) | (FPS) Vel | Energy | Super | Critical | Flow Top | Height/1 Base Wt| |No Wth Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip - 1 _ - - -- -- L/Elem Ch Slope | 1 100.00 52.40 3.701 56.101 _ I _ __ WALL EXIT 1 100.00 52.40 3.700 56.100 -1- 80.54 .01624 1 1 180.54 53.71 3.761 57.469 -1- 146.22 .01624 1 1 326.76 56.08 3.945 60.027 ' -1- - - - - -1- 88.49 .01624 1 1 415.25 57.52 4.137 61.657 -1- JUNCT STR .02000 1 416.75 57.55 4.039 61.589 -1- - - -1- 33.74 .01624 1 1 450.49 58.10 4.126 62.224 57.90 .01624 1 1 508.38 59.04 4.327 63.366 -1- - - - - -1- 41.21 .01624 1 ' 1 549.60 59.71 4.539 64.246 -1- - - -1- | SF Ave HF SE Dpth|Froude N|Norm Dp | "N" ZR | Type Ch 1 935.3 22.97 8.194 64.296 .00 6.077 11.00 15.00 11.00 .00 0 .0 -1- - - - - -1- -1- - - -1- -1- 1- 1 1 935.3 22.98 8.200 64.300 .00 6.077 11.00 7.00 11.00 .00 0 .0 -1- - - - - - - -1- - - - - - - 1- .013710 1.10 3.70 2.105 3.511 .013 .00 BOX 1 1 1 935.3 22.61 7.935 65.404 .00 6.077 11.00 7.00 11.00 .00 0 .0 -I- - - - - - - -|- - - - - - - |- .012563 1.84 3.76 2.054 3.511 .013 .00 BOX 1 1 1 935.3 21.55 7.214 67.241 .00 6.077 11.00 7.00 11.00 .00 0 .0 -1- -I" - - - - - - - - - - - - - - 1- .011006 .97 3.94 1.912 3.511 .013 .00 BOX 1 . Ill II 935.3 20.55 6.558 68.215 .00 6.077 11.00 7.00 11.00 .00 0 .0 -|- . - - - - - -|_ _|_ _ . - - |- .010535 .02 4.14 1.781 .013 .00 BOX 1 III 927.0 20.86 6.758 68.348 .00 6.042 11.00 7.00 11.00 .00 0 .0 -1- -1- - - - - -1- -1- -1- - - - - |- .010483 .35 4.04 1.829 3.489 .013 .00 BOX 1 III 1 927.0 20.42 6.478 68.702 .00 6.042 11.00 7.00 11.00 .00 0 .0 .009550 .55 4.13 1.772 3.489 .013 .00 BOX 1 1 1 1 1 927.0 19.47 5.889 69.254 .00 6.042 11.00 7.00 11.00 .00 0 .0 -|- -|- - - - - - - -|- -|- - . . _ |. .008378 .35 4.33 1.650 3.489 .013 .00 BOX 1 1 1 1 1 1 927.0 18.57 5.353 69.600 .00 6.042 11.00 7.00 11.00 .00 0 .0 -|- - - - - - - -|- -|- -|- . . |- 29.84 .01624 .007356 .22 4.54 1.536 3.489 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:10:21:19 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 72BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 72' | Invert | Depth | Water Vel Vel | Energy | Super [Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.] Elev Depth Width |Dia.-FT|or I.D.| ZL |Prs/Pip -1- L/Elem |Ch Slope | 579.43 60.19 4.760 64.952 -1- "I" - - "I- 21.48 .01624 1 1 1 600.92 60.54 4.993 65.534 -1- -1- 15.01 .01624 1 1 615.93 60.79 5.236 66.021 -1- -1- 9.79 .01624 1 1 625.72 60.94 5.492 66.436 -1- - - -1- 5.44 .01624 1 1 1 631.16 61.03 5.760 66.792 -1- -1- -1- 1.70 .01624 1 1 1 632.86 61.06 6.042 67.102 -1- - - -1- JUNCT STR .01630 1 1 648.20 61.31 7.824 69.134 -|- -|- -1- 42.33 .01630 1 1 690.53 62.00 7.240 69.240 -1- -1- - - -1- WALL ENTRANCE 1 1 690.53 62.00 10.005 72.005 - - -I" -1- -1- -1- -I" -\- ' ' - - ~\- ~\- ~\- 1- | SF Ave| HF | SE Dpth|Froude N Norm Dp | "N" | ZR | Type Ch 1 1 1 1 1 ! I 1 II! 'Ill 927.0 17.70 4.867 69.819 .00 6.042 11.00 7.00 11.00 .00 0 .0 - - - - - - -|- -I" ' 'I- - - - - - - 1- .006463 .14 4.76 1.430 3.489 .013 .00 BOX I 1 1 1 1 1 1 927.0 16.88 4.424 69.958 .00 6.042 11.00 7.00 11.00 .00 0 .0 -I- - - -I" -1- -1- -1- -1- "I- - - 1- .005683 .09 4.99 1.331 3.489 .013 .00 BOX III III 927.0 16.09 4.022 70.043 .00 6.042 11.00 7.00 11.00 .00 0 .0 -1- - - -1- -1- "I- -I" "I- -1- .005000 .05 5.24 1.239 3.489 .013 .00 BOX 1 1 1 1 927.0 15.35 3.656 70.092 .00 6.042 11.00 7.00 11.00 .00 0 .0 -1- - - -1- -1- -1- -1- -1- -1- -I" .004404 .02 5.49 1.154 3.489 .013 .00 BOX 1 1 1 1 1 927.0 14.63 3.324 70.116 .00 6.042 11.00 7.00 11.00 .00 0 .0 -1- -1- -1- -1- - - -1- -1- -1- -1- .003880 .01 5.76 1.074 3.489 .013 .00 BOX II III 1 927.0 13.95 3.021 70.123 .00 6.042 11.00 7.00 11.00 .00 0 .0 -1- - - -1- "I" -1- .003070 .05 6.04 1.000 .013 .00 BOX 1 1 1 1 1 1 1 648.0 9.26 1.331 70.465 .00 5.071 10.00 7.00 10.00 .00 0 .0 -1- -I" -1- -I" -1- -1- .002504 .11 7.82 .617 2.943 .013 .00 BOX 1 II 1 1 1 1 648.0 9.26 1.331 70.571 .00 5.071 10.00 7.00 10.00 .00 0 .0 -1- -1- -1- -1- 'I- -1- -1- -1- - - |- I II 1 1 1 1 1 648.0 6.48 .651 72.656 .00 5.071 10.00 15.00 10.00 .00 0 .0 -1- -1- -1- -1- - - -1- -1- -1- -1- 1- Tl CALAVERA HILLS II J-13918 T2 72" PIPE T3 RATING CURVE CALCS. AT ELEVATION 72' SO 640.53 61.65 1 R 929.53 65.00 1 .013 0 WE 929.53 65.00 2 .500 SH 929.53 65.00 2 CD 1 4 1 .00 6.00 .00 .00 CD 2 2 0 .00 10.00 6.00 .00 Q 279.00 .0 APRIL 23, 2002 FN: 72PIPE.WSN 68.95 72.00 .000 .000 00 ,00 W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 72PIPE.WSN 72" PIPE RATING CURVE CALCS. AT ELEVATION 72' PAGE Date: 4-23-2002 Time:10:22:44 | Invert Station Elev _ . - - L/Elem |Ch Slope] 640.53 61.65 -|_ 179.26 .01159 1 1 819.79 63.73 -1- 53.62 .01159 1 873.41 64.35 -1- 11.98 .01159 1 1 885.39 64.49 -1- -1- V^^riYDRAULIC JUMP 1 885.39 64.49 - - 10.22 .01159 1 895.61 64.61 -1- -1- 20.06 .01159 1 915.67 64.84 -1- -1- 10.61 .01159 1 1 926.28 64.96 -1- -1- 3.25 .01159 1 1 929.53 65.00 _ | - WALL ENTRANCE Depth | Water Q | Vel Vel | Energy (FT) | Elev | (CFS) | (FPS) Head | Grd.El. -1- - - -1- -1- | | | SF Ave| HF t.*****!********* *********|*«****« ******** ********* 1 1 1 7.300 68.950 279.0 9.87 1.512 70.462 -1- - - -1- .004316 .77 1 1 6.000 69.728 279.0 9.87 1.512 71.240 -1- -I" .004044 .22 1 1 5.443 69.793 279.0 10.35 1.663 71.456 _|_ -|- - - .003855 .05 1 1 1 5.269 69.757 279.0 10.60 1.746 71.504 -1- -1- "I- -1- 1 1 1 3.946 68.434 279.0 14.15 3.109 71.543 -1- -1- -1- -1- .007196 .07 1 1 1 4.001 68.608 279.0 13.93 3.012 71.620 -1- "I- -I" -1- .006668 .13 1 1 1 4.176 69.015 279.0 13.28 2.738 71.753 - - -I' -I" "I- -1- .005947 .06 1 1 1 4.365 69.327 279.0 12.66 2.489 71.816 -1- 'I- -I" -1- .005323 .02 III 1 4.572 69.572 279.0 12.07 2.262 71.834 -1- -1- -1- W S P G N - CIVILDESIGN Vers 7 For: RICK ENGINEERING COMPANY - S/N 667 Super | Critical] Flow Top | Height/ | Base Wt| Elev | Depth | Width Dia.-FT|or I.D.| -1- -1- -1- -1 SE Dpth|Froude N|Norm Dp | "N" | | 1 1 1 1 .00 4.572 .00 6.00 .00 |- - - -|- - - -|- -| 7.30 .000 3.391 .013 1 1 1 .00 4.572 .00 6.00 .00 1- - - -1- - - -1- -1 6.00 .000 3.391 .013 III 1 .00 4.572 3.48 6.00 .00 1- -1- -1- - - -1- 5.44 .655 3.391 .013 III 1 .00 4.572 3.93 6.00 .00 -1- . - - -1- -1- 1 III .00 4.572 5.69 6.00 .00 -1- - - -1- -I" -1 3.95 1.340 3.391 .013 1 III .00 4.572 5.66 6.00 .00 -1- - - -1- -1- -1 4.00 1.304 3.391 .013 II 1 III .00 4.572 5.52 6.00 .00 -1- "I- -1- -1- -1 4.18 1.199 3.391 .013 1 1 1 1 1 .00 4.572 5.34 6.00 .00 -1- -1- -1- -1- -1 4.37 1.099 3.391 .013 II 1 III .00 4.572 5.11 6.00 .00 -1- -1- "I- -1- -1 .1 WATER SURFACE PROFILE LISTING Date: 4-23-2002 **»* t^' W | Invert | Station | Elev | CALAVERA HILLS II J-13918 APRIL 23, 2002 72" PIPE RATING CURVE CALCS. AT ELEVATION 72' Depth | Water | Q | Vel Vel | Energy (FT) | Elev | (CFS) | (FPS) Head | Grd.El. FN: 72PIPE.WSN | Super | Critical] Flow Top | Height/ | Base Wt| Elev | Depth width |Dia.-FT|or I.D.] ZL - |No Wth | Prs/Pip 1- ZR |Type Ch .00 - .00 .00 - .00 .00 - .00 .00 - .00 - .00 .00 - .00 .00 - .00 .00 - .00 .00 - Time ZL 1 1 .0 1- PIPE 1 1 .0 j _ PIPE 1 1 .0 1- PIPE 1 1 .0 1- 1 1 .0 1- PIPE 1 1 .0 1- PIPE 1 1 .0 1- PIPE 1 1 .0 1- PIPE 1 1 .0 1- PAGE 2 :10:22:44 |NO Wth | Prs/Pif L/Elem | Ch Slope |SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N"ZR |Type Ch 'I'•|*****|- I I ! I I I I I I I I I 929.53 65.00 7.011 72.011 279.0 6.63 .683 72.694 .00 4.064 6.00 10.00 6.00 .00 0 .0 -I- -I- -I- -I- -I" -I- -I- -I' -I' "I" "I" -I- -I- I- c Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73BOX.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 RATING CURVE CALCS AT ELEVATION 73' SO wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100 100 415 416 632 648 690 690 690 1 2 2 3 3 4 4 3 5 4 6 3 7 2 .00 .00 .25 .75 .86 .20 .53 .53 .53 0 0 0 0 0 0 0 52. 52. 57. 57. 61. 61. 62. 62. 62. 768. 40 40 52 55 06 31 00 00 00 .00 .00 .00 .00 .00 .00 .00 00 1 2 2 4 3 4 6 5 6 7 7 15.00 7.00 1.50 7.00 6.00 7.00 15.00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 8. 237 .00 .00 .00 .00 . .00 . .00 . .00 25 .0 00 00 00 00 00 00 00 .00 .00 .00 .00 .00 .00 .00 52 63 61 73 .00 .00 .00 .00 .00 .00 .00 .40 .02 .65 .00 .00 .00 0 88.00 .00 .00 0 21.00 .00 .00 0 -.ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 2:43:42 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND IB" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 73' | Invert | Depth | Water | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/1 Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev Depth | Width |Dia.-FT|or I.D.| ZL Prs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- L/Elem |Ch Slope] | | | SF Ave | HF | SE Dpth|Froude N|Norm Dp | "N" | | ZR | Type Ch I I I I I I I I I I I 100.00 52.40 3.934 56.334 1013.3 23.42 8.515 64.849 .00 6.410 11.00 15.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- "I- "I- "I- -I- I- WALL EXIT I I I I I I I I I I I I 100.00 52.40 3.932 56.332 1013.3 23.43 8.521 64.854 .00 6.410 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I" -I- "I- -I- -I- -I- -I- -I" I- 79.40 .01624 .013581 1.08 3.93 2.082 3.718 .013 .00 BOX I I I I I I I I I I I I 179.40 53.69 3.997 57.687 1013.3 23.04 8.245 65.932 .00 6.410 11.00 7.00 11.00 .00 0 .0 -I- "I- -I- "I- -I- -I- -I- "I" "I- "I- -I- -I- -I- |- 146.28 .01624 .012451 1.82 4.00 2.031 3.718 .013 .00 BOX I I I I I I I I I I I I I 325.68 56.07 4.193 60.258 1013.3 21.97 7.495 67.753 .00 6.410 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I" -I- -I- -I- -I- I- 89.57 .01624 .010918 .98 4.19 1.891 3.718 .013 .00 BOX I I I I I I I I I I I I I 415.25 57.52 4.397 61.917 1013.3 20.95 6.814 68.731 .00 6.410 11.00 7.00 11.00 .00 0 .0 -I- -I- "I- -I- -I- -I- -I- -I" -I- -I- -I- "I" -I" I- JUNCT STR .02000 .010438 .02 4.40 1.760 .013 .00 BOX I I I I I I I I I I I I I 416.75 57.55 4.300 61.850 1005.0 21.25 7.009 68.860 .00 6.377 11.00 7.00 11.00 .00 0 .0 -I- -I" -I- -I- -I- -I- -I- -I- -I- -I" "I- -I- -I- I- 20.96 .01624 .010490 .22 4.30 1.806 3.696 .013 .00 BOX I I I I I I I I I I I I I 437.71 57.89 4.355 62.245 1005.0 20.98 6.834 69.080 .00 6.377 11.00 7.00 11.00 .00 0 .0 -I- -I" -I- -I- -I- -I- -I" -I" -I- -I" "I- -I" -I- I- 62.28 .01624 .009678 .60 4.35 1.772 3.696 .013 .00 BOX I I I I I I I I I I I I I 499.99 58.90 4.567 63.469 1005.0 20.00 6.213 69.682 .00 6.377 11.00 7.00 11.00 .00 0 .0 - I - - I - - I - - I - - I - - I - . - I - - I - - I - - I - - I - - I - - I - I - 44.15 .01624 .008498 .38 4.57 1.649 3.696 .013 .00 BOX I I I I I I I I I I I I I 544.14 59.62 4.790 64.409 1005.0 19.07 5.648 70.058 .00 6.377 11.00 7.00 11.00 .00 0 .0 -I- -I- -I" 'I- -I- -I- -I- - - -I- "I- -I- -I- -I- |- 31.87 .01624 .007467 .24 4.79 1.536 3.696 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 2:43:42 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 73 ' | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) Elev (CFS) | -1- -1- "I- - - -1- L/Elem |Ch Slope] | 1 1 1 576.01 60.14 5.024 65.161 1005.0 -1- - - -1- -I" -1- 22.90 .01624 1 1 1 1 1 598.91 60.51 5.269 65.778 1005.0 -1- -1- "I- 'I- -1- 15.98 .01624 1 1 1 1 1 614.89 60.77 5.527 66.295 1005.0 -1- -1- -1- -1- -1- 10.40 .01624 1 III 625.29 60.94 5.796 66.733 1005.0 -1- - - -1- - - -1- 5.77 .01624 III 1 631.06 61.03 6.079 67.110 1005.0 -1- -1- - - -1- -1- 1.80 .01624 II II 632.86 61.06 6.377 67.437 1005.0 -1- -1- - - -1- -|- (FPS) Head Grd.El. Elev | Depth Wi -1- -1- SF Ave| HF |SE Dpth|Froude N|Nor 1 1 1 dth Dia.-FT o:c I.D. | ZL -1- -1- -1- m Dp | "N" | | ZR 1 1 1 18.18 5.135 70.296 .00 6.377 11.00 7.00 11.00 .00 -|_ -|- -|- .006567 .15 5.02 1.430 3 1 -1- -1- -1- .696 .013 .00 1 1 17.34 4.668 70.446 .00 6.377 11.00 7.00 11.00 .00 -1- - - - - -1- .005779 .09 5.27 1.331 3 1 -1- -I" -1- .696 .013 .00 1 1 1 16.53 4.244 70.538 .00 6.377 11.00 7.00 11.00 .00 -1--1- -1- -1- .005090 .05 5.53 1.239 3.696 .013 .00 1 15.76 3.858 70.591 .00 6.377 11.00 7.00 11.00 .00 -|- .004486 .03 5.80 1.154 3 1 1 1 -1- .696 .013 .00 1 1 1 15.03 3.507 70.617 .00 6.377 11.00 7.00 11.00 .00 -1- -1- -1- .003956 .01 6.08 1.074 3 1 1 1 -1- -1- -1- .696 .013 .00 1 1 14.33 3.187 70.624 .00 6.377 11.00 7.00 11.00 .00 _|- -|. -|- -|--1- "I- -1- |Prs/Pip |Type Ch 0 .0 - BOX 0 .0 - BOX 0 .0 1- BOX 1 0 .0 1- BOX 0 .0 - BOX 0 .0 1 _ JUNCT STR .01630 .003613 .06 6.38 1.000 .013 .00 BOX WARNING - Flow depth near top of box conduit * I I I I I I I I I I I I I 648.20 61.31 8.007 69.317 768.0 10.97 1.869 71.187 .00 5.680 10.00 7.00 10.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I" -I- -I- -I- -I- I- 42.33 .01630 .003517 .15 8.01 .731 3.320 .013 .00 BOX I I I I I I I I I I I I I 690.53 62.00 7.466 69.466 768.0 10.97 1.869 71.336 .00 5.680 10.00 7.00 10.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- - - -I- -I- -I- -I- -I- |- WALL ENTRANCE W S P G N - CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 2:43:42 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 73' | Invert | Depth | Water | Q | Vel Vel | Energy | Super [Critical Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) Elev (CFS) | (FPS) Head Grd.El.| Elev | Depth | Width |Dia.-FT|o:c I.D.| ZL | Prs/Pip -I- -I- -I" -I- -I- -I- -I- - - -I- -I- -I- -I- -I- I- L/Elem |Ch Slope] | | SF Ave HF |SE Dpth|Froude N|Norra Dp | "N" | | ZR |Type Ch *..**..*.|********|*..,****|.********|*********|*******|********|*********|*******|********|********|*******|******* I*,...|***..., I I I I I I I I I I I I I 690.53 62.00 11.045 73.045 768.0 6.95 .751 73.796 .00 5.680 10.00 15.00 10.00 .00 0 .0 -I- -I- -I- "I- -I- -I- -I- -I- -I-' -I- -I- -I- -I- I" Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73PIPE.WSN T2 72" PIPE T3 RATING CURVE CALCS AT ELEVATION 73' SO 640.53 61.65 1 70.10 R 929.53 65.00 1 .013 .000 .000 0 WE SH CD CD Q 929.53 65 929.53 65 1 2 4 2 1 0 237 .00 .00 .00 .00 .00 . 2 2 6 10 .0 .00 .00 500 .00 6.00 .00 .00 .00 .00 73.00 .0 .0 W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 73PIPE.WSN 72" PIPE RATING CURVE CALCS AT ELEVATION 73' PAGE Date: 4-23-2002 Time: 2:44:43 Invert | Depth Water Q | Vel Station | Elev | (FT) | Elev | (CFS) | (FPS) L/Elem |Ch Slope]I I Vel | Energy | Super | Critical | Flow Top | Height/| Base Wt | |No Wth Head Grd.El. Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -I- -I- -I" -I- -I- -I- -I- I- SF Ave| HF SE Dpth|Froude N|Norra Dp | "N" | | ZR | Type Ch I I I I 640.53 61.65 8.450 70.100 237.0 8.38 1.091 71.191 -I- "I- -I" -I" -I- 289.00 .01159 .003132 .91 I I I I I I 929.53 65.00 6.005 71.005 237.0 8.38 1.091 72.096 -I- -I- "I- -I- "I- -I- WALL ENTRANCE 1 I I I I I 929.53 65.00 8.046 73.046 237.0 4.91 .374 73.421 -I- -I- -I- -I- -I- -I- -I- I I I .00 4.217 .00 6.00 -I- -I- -|- .45 .000 3.070 .013 I I I .00 4.217 .00 6.00 -I- -I- -I- I I .00 .00 1 .0 -I- 1- .00 PIPE I I .00 .00 1 .0 -I- I- .00 3.646 6.00 10.00 6.00 .00 0 .0 -I- -I- -I- -I- -I- I- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74BOX.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 RATING CURVE CALCS AT ELEVATION 74' .40 .00 .00 0 .02 88.00 .00 .00 0 .65 21.00 .00 .00 0 .00 SO wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100 100 415 416 632 648 690 690 690 1 2 2 3 3 4 4 3 5 4 6 3 7 2 .00 .00 .25 .75 .86 .20 .53 .53 .53 0 0 0 0 0 0 0 52. 52. 57. 57. 61. 61. 62. 62. 62. 865 40 40 52 55 06 31 00 00 00 .00 .00 .00 .00 .00 .00 .00 .0 1 2 2 4 4 6 6 7 7 15 7 1 7 6 7 15 3 5 .00 .00 .50 .00 .00 .00 .00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 .00 .00 .00 .00 .00 .00 .00 8.25 259.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 52 63 61 74 .00 .00 .00 .00 .00 .00 .00 ^ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:10:45:16 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 74' | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head Grd.El.| Elev Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- L/Elem |Ch Slope| | | | SF Ave HF SE Dpth|Froude N|Norm Dp "N" | | ZR |Type Ch ********* I ********!******** I ********* I ********* I ******* I ******** t ********* I *******!******** I ******** I ******* I ******* I ***** I **************** | ******** | ******** | ********* | »»«**»»»* | *»»»»** | »»»»»x»x | *»*;.*»*„„ | »x»xx*» | *,„»»»» |»W»»»I*»|>»»»»»»|IWI*»X*|I,1,W»I.|WX»WW1,» I III I I I I I I I 100.00 52.40 4.283 56.683 1132.3 24.03 8.970 65.653 .00 6.904 11.00 15.00 11.00 .00 0 .0 -I- -I- -I- -I- "I" -I- -I- -I- "I- -I- -I- "I- "I- I- WALL EXIT I I I I I I I I I I I I I 100.00 52.40 4.281 56.681 1132.3 24.04 8.977 65.658 .00 6.904 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- "I- -I- -I- -I- "I- "I- -I- -I" -I- -I- I- 76.76 .01624 .013416 1.03 4.28 2.048 4.026 .013 .00 BOX II II I I I I I I ! I 176.76 53.65 4.351 57.997 1132.3 23.66 8.691 66.689 .00 6.904 11.00 7.00 11.00 .00 0 .0 -I- -I- - - "I- -I- 'I- -I- -I- -I- -I- "I- -I- -I- I- 147.18 .01624 .012316 1.81 4.35 1.999 4.026 .013 .00 BOX I I I I I I I I I I I I I 323.94 56.04 4.563 60.600 1132.3 22.56 7.901 68.501 .00 6.904 11.00 7.00 11.00 .00 0 .0 -I- -I- -I" -I- "I- -I- "I- -I" -I- -I- "I- -I- -I- I- 91.31 .01624 .010814 .99 4.56 1.861 4.026 .013 .00 BOX II II I I I I I I I I 415.25 57.52 4.786 62.306 1132.3 21.51 7.183 69.489 .00 6.904 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I' -I- -I- -I" -I- -I- -I- -I- -I- -I- I- JUNCT STR .02000 .010321 .02 4.79 1.733 .013 .00 BOX I I I I I I I I I I I I I 416.75 57.55 4.690 62.240 1124.0 21.79 7.370 69.610 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- - - -I- - - -I- -I- -I- -I- -I- -I- -I" I- .75 .01624 .010524 .01 4.69 1.773 4.005 .013 .00 BOX I I I I I I I I I I I I I 417.50 57.56 4.692 62.254 1124.0 21.78 7.366 69.619 .00 6.870 11.00 7.00 11.00 .00 0 .0 -|- -|- - - -|- -|- -|- - - -|- -|- -|- -|- -|- -|- |. 69.29 .01624 .009883 .68 4.69 1.772 4.005 .013 .00 BOX II II I I I I I I I 486.79 58.69 4.921 63.608 1124.0 20.77 6.696 70.304 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I" "I- -I- -I- -I" - - -I- -I" I- 48.79 .01624 .008688 .42 4.92 1.650 4.005 .013 .00 BOX I I I I I I I I I I I I I 535.58 59.48 5.161 64.641 1124,0 19.80 6.087 70.728 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- "I- -I- -I" -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 35.06 .01624 .007643 .27 5.16 1.536 4.005 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:10:45:16 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 74' | Invert | Depth Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station I Elev L/Elem |Ch Slope] I I I I I 570.64 60.05 5.413 65.462 1124.0 18.£ 25.11 .01624 I I 595.75 60.46 -I- -I" 17.48 .01624 I I 613.23 60.74 -I- -I 11.36 .01624 I I 624.60 60.93 -I- -I 6.29 .01624 I I 630.89 61.03 -I- -I 1.97 .01624 I 3 5.534 70.996 -I- -I- .006729 (FT) | Elev (CFS) | (FPS) Head | Grd.El.| Elev Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -I- -I- -I- -I- -I- -I- "I- -I- -I- -I- -I- I- | | | SF Ave| HF |SE Dpth|Froude N|Norm Dp | "N" | | ZR |Type Ch u 4. * •* *. a. .4. i •± + ±* + + + + -t, i *********** I ******** I ******** I ********* I ******* I ******** I ******** ! ******* I ******* I ***** I *******Ir****** | ********* | ********* | ******* | A*******]********* | ******* | "*»***** I**** KWJTT w x •* it | WJTTT- j ww |w I I I .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- - - "I- -I- -I- I- .17 5.41 1.430 4.005 .013 .00 BOX III I I I I I I I I 5.677 66.134 1124.0 18.00 5.031 71.165 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I" -I- "I- -I- -I- -I- -I- I- .005929 .10 5.68 1.331 4.005 .013 .00 BOX III I I I I I I I I 5.954 66.695 1124.0 17.16 4.574 71.269 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- -I" "I- -I" -I- -I- -I- -I- "I- "I- -I- I- .005228 .06 5.95 1.239 4.005 .013 .00 BOX I I 6.245 67.170 1124.0 16.36 4.158 71.328 -I- -I- "I- -I- -I- -I- -I- .004613 .03 6.24 1.154 4.005 .013 I I I I I I .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- I- .00 BOX I I 632.86 61.06 -I- -I- JUNCT STR .01630 I I 648.20 61.31 -I- -I' 42.33 .01630 III I I I I I I I I 6.549 67.577 1124.0 15.60 3.780 71.357 .00 6 ..870 11.00 7.00 11.00 .00 0 .0 -I- "I- 'I- -I- -I- -I- -I- -I- "I" - - "I- I- .004073 .01 6.55 1.074 4.005 .013 .00 BOX WARNING - Flow depth near top of box conduit III I I I I I I I I 6.870 67.930 1124.0 14.87 3.435 71.365 .00 6.870 11.00 7.00 11.00 .00 0 .0 -I- -I- "I- -I- -I- -I- -I- "I- - - -I- -I- I- .004141 .06 6.87 1.000 .013 .00 BOX WARNING - Flow depth near top of box conduit I I III I I i I 8.311 69.621 865.0 12.36 2.371 71.992 .00 6.148 10.00 7.00 10.00 .00 0 .0 -I- -I- -I- -I- -I" -I- -I" -I- -I- "I- -I- I- .004462 .19 8.31 .823 3.616 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 3 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:10:45:16 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 74' Invert | Station | Elev | - i - -1 - L/Elera |Ch Slope| Depth | Water | Q | Vel (FT) | Elev | (CFS) | (FPS) -I- -I- -I- I I I Vel | Energy | Super | Critical | Flow Top | Height/1 Base Wt| |No Wth Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip -|- -|- -|- -|- -|- _|- .|. |_ SF Ave| HF SE Dpth|Froude N|Norm Dp | "N" | ZR |Type Ch "I1 I I I I I I .00 6.148 10.00 7.00 10.00 .00 0 .0 I I 690.53 62.00 7.810 -I- -I- WALL ENTRANCE I I 690.53 62.00 12.040 I I I 69.810 865.0 12.36 2.371 72.181 -I- -I- -I- -I- I I 74.040 865.0 7.18 -I- -I- I .801 74.841 -I- I l l II .00 6.148 10.00 15.00 10.00 .00 0 .0 c Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74PIPE.WSN T2 72" PIPE T3 RATING CURVE CALCS AT ELEVATION 74' 69 .000 .000 00 SO R 0 WE SH CD CD Q 640. 929. 929. 929. 1 4 2 2 53 53 53 53 61 65 65 65 1 0 259 .65 .00 .00 .00 .00 .00 .00 1 1 2 2 6.00 10.00 .0 .013 .500 .00 .00 .00 6.00 .00 .00 70 74 .0 .0 c W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 74PIPE.WSN 72" PIPE RATING CURVE CALCS AT ELEVATION 74 ' PAGE Date: 4-23-2002 Time:10:46:23 | Invert Depth | Water Station I Elev I (FT) I Elev L/Elera |Ch Slope]I I Q | Vel Vel | Energy | Super (Critical|Flow Top|Height/|Base Wt| |No Wth (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Pra/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- I- | SF Ave| HF |SE Dpth|Froude N|Norra Dp | "N" | ZR |Type Ch I I I I I I I I I I II 640.53 61.65 9.040 70.690 259.0 9.16 1.303 71.993 .00 4.408 .00 6.00 .00 .00 1 .0 -I- -I- -I- -I- "I- -I- "I- -I- -I- -I- -I- -I- "I- I- 289.00 .01159 .003740 1.08 9.04 .000 3.238 .013 .00 PIPE I I I I I I I I I I I I I 929.53 65.00 6.771 71.771 259.0 9.16 1.303 73.074 .00 4.408 .00 6.00 .00 .00 1 .0 -I--I- WALL ENTRANCE I I I I I. I I I I I I I I 929.53 65.00 9.031 74.031 259.0 4.78 .355 74.386 .00 3.868 6.00 10.00 6.00 .00 0 .0 -I- "I- -I- "I- - - -I- -I- -I- -I- -I- -I- -I- -I- I- Tl CALAVERA HILLS II J-13918 ' APRIL 23, 2002 FN : 75BOX.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 RATING CURVE CALCS AT ELEVATION 75' so wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100 100 415 416 632 648 690 690 690 1 2 2 3 3 4 4 3 5 4 6 3 7 2 .00 .00 .25 .75 .86 .20 .53 .53 .53 0 0 0 0 0 0 0 52. 52. 57. 57. 61. 61. 62. 62. 62. 955 40 40 52 55 06 31 00 00 00 .00 .00 .00 .00 .00 .00 .00 .0 1 2 2 4 3 4 6 5 6 7 7 15.00 7.00 1.50 7.00 6.00 7.00 15.00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 8. 277 .00 .00 . .00 .00 .00 .00 .00 25 .0 00 00 00 00 00 00 00 .00 .00 .00 .00 .00 .00 .00 52. 63. 61. 75. .00 .00 .00 .00 .00 .00 .00 40 02 65 00 .00 .00 0 88.00 .00 .00 0 21.00 .00 .00 0 -»ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS , W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time : 10 : 53 : 16 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 75BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 75' | Invert | Station Elev | _ I - L/Elem Ch Slope | »*******« *»******|* 1 1 100.00 52.40 -1- WALL EXIT 1 100.00 52.40 -1- -1- 71.07 .01624 1 1 171.07 53.55 -1- -1- 150.38 .01624 1 1 321.45 56.00 -1- -1- 93.80 .01624 1 1 415.25 57.52 -1- JUNCT STR .02000 1 1 416.75 57.55 66.51 .01624 1 1 483.26 58.63 -1- -1- 51.10 .01624 1 534.36 59.46 -1- -1- 36.60 .01624 1 570.96 60.05 -1- 26.09 .01624 Depth | Water | Q | Vel Vel Energy | Super | Critical | Flow Top | Height/ | Base Wt| |No Wth (FT) | Elev (CFS) | (FPS) Head Grd.El.| Elev | Depth Width |Dia.-FT|or I.D.| ZL | Prs/Pip _|_ -|- -|- - - -|- - - -|- - - -|- - - |_ | | SF Ave| HP |SE Dpth|Froude N|Norm Dp "N" | ZR | Type Ch III 1 1 1 1 1 1 4.592 56.992 1240.3 24.55 9.362 66.354 .00 7.336 11.00 15.00 11.00 .00 0 -1- -1- - - -1- - - -1- -I" - - -1- -1- 1- 1 1 1 1 1 1 1 1 1 4.590 56.991 1240.3 24.56 9.368 66.358 .00 7.000 11.00 7.00 11.00 .00 0 -1- ~ - -1- - - -1- -1- -1- -1- -1- -1- - - |- .013320 .95 4.59 2.020 4.301 .013 .00 BOX III 1 4.660 58.214 1240.3 24.20 9.091 67.305 .00 7.000 11.00 7.00 11.00 .00 0 -|- - - -|- - - -|- -|- - - -|- -|- |- .012257 1.84 4.66 1.975 4.301 .013 .00 BOX 1 1 1 1 1 1 1 1 4.887 60.884 1240.3 23.07 8.265 69.149 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- - - -1- -1- - - -1- -1- |- .010774 1.01 4.89 1.839 4.301 .013 .00 BOX 1 1 1 1 1 1 1 1 1 5.126 62.646 1240.3 22.00 7.513 70.159 .00 7.000 11.00 7.00 11.00 .00 0 -1- - - - - -1- "I" -1- -I" -1- -1- 1- .010271 .02 5.13 1.712 .013 .00 BOX 1 1 1 III 5.031 62.581 1232.0 22.26 7.694 70.276 .00 7.000 11.00 7.00 11.00 .00 0 .009874 .66 5.03 1.749 4.280 .013 .00 BOX III 1 1 1 1 1 1 1 I 5.258 63.889 1232.0 21.30 7.044 70.933 .00 7.000 11.00 7.00 11.00 .00 0 -|- -|- - - - - -|- - - -|- - - - - -|- _|_ |. .008733 .45 5.26 1.637 4.280 .013 .00 BOX 1 1 III III 5.515 64.975 1232.0 20.31 6.404 71.379 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- -1- -1- -1- -1- -1- -I" -1- |- .007691 .28 5.52 1.524 4.280 .013 .00 BOX 1 1 1 ' 1 1 III 5.784 65.839 1232.0 19.36 5.822 71.661 .00 7.000 11.00 7.00 11.00 .00 0 -|- - - -|- -|- - - -|- -|- -|- -|- .|. . . |. .006778 .18 5.78 1.419 4.280 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE .0 .0 .0 .0 .0 .0 .0 .0 .0 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 10 : 53 : 16 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 75BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 75' | Invert | Depth | Water | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/ | Base Wt| |No Wth Station | Elev | (FT) | -I- -I- -I' L/Elem |Ch Slope] | Elev | (CFS) | (FPS) Head | Grd.El.j Elev | Depth | Width |Dia.-FT|or I.D. -I- SF Ave| HF |SE Dpth|Froude N|Norm Dp ZL |Prs/Pip I- ZR | Type Ch ,|****,.*|, 597.05 60.48 6.061 66.545 18.03 .01624 I I 615.08 60.77 6.363 -I- -I- 11.57 .01624 67.134 626.65 60.96 6.673 -I- -I- -I- 6.21 .01624 67.632 I I I I I I I I I 1232.0 18.46 5.292 71.838 .00 7.000 11.00 7.00 1.1.00 .00 0 .0 -I- -I- -I- -I- -I- -I- - - -I" -I- I- .005979 .11 6.07 1.321 4.280 .013 .00 BOX I I ! I I I I I 1232.0 17.60 4.811 71.945 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I" -I- -I- I- .005277 .06 6.36 1.230 4.280 .013 .00 BOX WARNING - Flow depth near top of box conduit I I I I I I I I I 1232.0 16.78 4.374 72.006 .00 7.000 11.00 7.00 11.00 -I- -I- -I- -I- -I- -I- -I- -I- .006029 .04 6.67 1.145 4.280 .013 WARNING - Flow depth near top of box conduit I I I I I I I 632.86 61.06 7.000 -I- -I- -I- JUNCT STR .01630 I I I 648.20 61.31 8.600 -I- - - -I- 42.33 .01630 I I I 690.53 62.00 8.140 -I- -I' -I- WALL ENTRANCE I I I 690.53 62.00 13.008 -I- -I" -I- 68.060 69.910 70.140 75.008 1232.0 16.00 3.975 72.035 .00 7.000 11.00 7.00 11.00 -I- -I- -I- -I" -I" -I- -I" -I- -I- .005439 .08 7.00 1.066 .013 I I I I I I I I 955.0 13.64 2.890 72.800 .00 6.569 10.00 7.00 10.00 -I- -I- - - - - -I- -I" -I" -I- -|- .005439 .23 8.60 .909 3.885 .013 I I I I I I I 955.0 13.64 2.890 73.030 .00 6.569 10.00 7.00 10.00 -I- -I- -I- -I- -I- -I- -|- .00 0 .0 I- .00 BOX I .00 0 .0 I- .00 BOX I .00 0 .0 I- .00 BOX I .00 0 .0 I- I I 955.0 7.34 .837 75.845 I I I I .00 6.569 10.00 15.00 -I- -I- -I- -|- 10.00 I I .00 0 .0 I- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 75PIPE.WSN T2 72" PIPE T3 RATING CURVE CALCS AT ELEVATION 75' SO 640.53 61.65 1 71.31 R 929.53 65.00 1 .013 .000 .000 0 WE SH 929.53 65.00 2 75.00 CD CD Q 929.53 65 929.53 65 1 2 4 2 1 0 277 .00 .00 .00 .00 .00 2 2 6 10 .0 .00 .00 500 .00 6.00 .00 .00 .00 .00 75 .0 .0 c W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 75PIPE.WSN 72" PIPE RATING CURVE CALCS AT ELEVATION 75' PAGE Date; 4-23-2002 Time:10:54:10 | Invert | Depth | Water | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/ | Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL | Prs/Pip -I- -I- - - -I- -I- -I- -I- -I- -I" -I- -I- -I- -I" I- L/Elera | Ch Slope | | | SF Ave HF | SE Dpth|Froude N|Norm Dp | "N" | | ZR | Type Ch I I II 640.53 61.65 9.660 71.310 277.0 9.80 1.490 72.800 .00 4.555 .00 6.00 .00 .00 1 .0 -I- -I- - - "I- -I- -I- 289.00 .01159 .004278 1.24 9.66 .000 3.376 .013 .00 PIPE II I I I I II II 929.53 65.00 7.546 72.546 277.0 9.80 1.490 74.037 .00 4.555 .00 6.00 .00 .00 1 .0 -I- -I- -I- "I- 'I- -I- -I- -I- -I- -I- -I- -I- -I- |- WALL ENTRANCE I I I I I III III 929.53 65.00 9.994 74.994 277.0 4.62 .331 75.325 .00 4.046 6.00 10.00 6.00 .00 0 .0 -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- -|- |- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 76BOX.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 RATING CURVE CALCS AT ELEVATION 76' SO wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100 . 100. 415. 416. 632. 648. 690. 690. 690. 1 2 2 3 3 4 4 3 5 4 6 3 7 2 00 00 25 75 86 20 53 53 53 0 0 0 0 0 0 0 52. 52. 57. 57. 61. 61. 62. 62. 62. 1045 40 40 52 55 06 31 00 00 00 .00 .00 .00 .00 .00 .00 .00 .0 1 2 2 4 3 4 6 5 6 7 7 15. 7. 1. 7 . 6. 7. 15. . 00 00 50 00 00 00 00 0 .013 .013 .013 .013 .013 .500 11. 11. . 11. 10. 10. 00 00 00 00 00 00 00 8.25 293.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 52 63 61 76 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 88.00 .00 .00 0 21.00 .00 .00 0 00 •»ERROR MESSAGE NO . 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS , W . S . ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 10 : 57: 39 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 76BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 76' Invert | Depth Water | Station | Elev | (FT) | Elev -1- - - -|- L/Elera |Ch Slope | | | 1 1 1 100.00 52.40 4.885 57.285 -1- -1- -1- WALL EXIT 1 1 1 100.00 52.40 4.884 57.284 -1- -1- -1- 55.55 .01624 1 1 155.55 53.30 4.939 58.241 -1- - - -1- 160.33 .01624 1 1 1 1 315.88 55.91 5.180 61.086 -1- 99.37 .01624 1 415.25 57.52 5.433 62.953 -1- -1- -1- -1- JUNCT STR .02000 1 1 1 416.75 57.55 5.341 62.891 -1- -1- -1- 53.07 .01624 1 1 1 1 469.82 58.41 5.515 63.927 -1- -1- -1- 58.22 .01624 1 1 528.04 59.36 5.784 65.142 41.46 .01624 1 1 1 569.50 60.03 6.067 66.097 -1- -1- -1- Q Vel Vel | Energy ] Super Critical | Flow Top | Height/ | Base wt| |No Wth (CFS) | (FPS) Head | Grd.El.| Elev Depth | Width |Dia.-FT|or I.D.| ZL Prs/Pip -1- - - -1- -1- -1- -1- - - -1- | SF Ave| HF |SE Dpth|Froude N|Norm Dp "N" | ZR | Type Ch 1 1 1 1 1 1346.3 25.05 9.747 67.032 .00 7.749 11.00 15.00 11.00 .00 0 -1- -1- -1- -I" "I- -1- -I" - - -1- 1 1 1 1 1 1 1 1 1346.3 25.06 9.751 67.035 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- - - -1- -1- - - -|- .013332 .74 4.88 1.998 4.567 .013 .00 BOX 1 1 1 1 1 1 1 1346.3 24.78 9.535 67.776 .00 7.000 11.00 7.00 11.00 .00 0 -1- "I" -I' -I" "I" -I" -1- - - -|- .012338 1.98 4.94 1.965 4.567 .013 .00 BOX 1 II 1 1 1 1 1346.3 23.63 8.668 69.754 .00 7.000 11.00 7.00 11.00 .00 0 -1- - - -1- - - -1- -1- -1- - - -1- .010855 1.08 5.18 1.829 4.567 .013 .00 BOX 1 1 1 1 1 1 1 1 1346.3 22.53 7.880 70.833 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -I" - - - - -I" -1- -1- .010336 .02 5.43 1.703 .013 .00 BOX 1 1 1 1 1 1338.0 22.78 8.055 70.945 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- -1- -1- "I- -1- -1- .010077 .53 5.34 1.737 4.546 .013 .00 BOX 1 II 1 1 1 1 1338.0 22.06 7.553 71.480 .00 7.000 11.00 7.00 11.00 .00 0 -1- "I- "I" -I" -1- "I" - - -1- -|- .009071 .53 5.52 1.655 4.546 .013 .00 BOX 1 II 1 1 1 1 1338.0 21.03 6.867 72.008 .00 7.000 11.00 7.00 11.00 .00 0 .007995 .33 5.78 1.541 4.546 .013 .00 BOX 1 1 1 1 1 I 1338.0 20.05 6.242 72.340 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- - - -I" -I" -1- -1- .0 .0 .0 .0 .0 .0 .0 .0 .0 29.53 .01624 .007052 .21 6.07 1.435 4.546 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 10: 57:39 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 76BOX.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE RATING CURVE CALCS AT ELEVATION 76' | Invert | Depth | Water | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/ | Base Wt | |No Bth Station | Elev | -I- L/Elem |Ch Slope] (FT) | Elev | (CFS) | (FPS) Head | Grd.El.] Elev | Depth | Width |Dia.-FT|or I.D. SF Ave| HF |SE Dpth|Froude N|Norra Dp ZL |Pra/Pip I- ZR |Type Ch '|***"l' I I 599.03 60.51 6.363 66.873 1338.0 19.12 5.675 72.548 -I- -I- -I- -I- "I- -I- -I- -I" -I- 20.50 .01624 .006224 .13 6.36 1.336 WARNING - Flow depth near top of box conduit - I I I I I III 619.52 60.84 6.673 67.517 1338.0 18.23 5.159 72.676 .00 7.000 -I- "I- -I- "I" "I- -i- -I- -I- -I- 13.34 .01624 .007112 .09 6.67 1.243 WARNING - Flow depth near top of box conduit - I I I I I III 632.86 61.06 7.000 68.060 1338.0 17.38 4.689 72.749 .00 7.000 -I- -I- -I- -I' -I- -I" -I- -I- -|- JUNCT STR .01630 .006512 .10 7.00 1.157 I I I I I III 648.20 61.31 8.899 70.209 1045.0 14.93 3.461 73.669 .00 6.974 .00 7.000 11.00 7.00 11.00 -I- 4.546 .013 I 11.00 7.00 11.00 4.546 .013 .00 0 .0 I- .00 BOX I .00 0 .0 I- .00 BOX I I I I 11.00 7.00 11.00 .00 0 .0 -I- .013 .00 BOX I I 10.00 7.00 10.00 -I- -I- 42.33 .01630 I I .006512 I -I- .28 8.90 .994 I I -I- 4.149 .013 690.53 62.00 8.484 70.484 1045.0 14.93 3.461 73.945 -I- -I- -I- -I- -I" -I- -I- WALL ENTRANCE I I I I I III 690.53 62.00 14.028 76.028 1045.0 7.45 .862 76.890 .00 6.974 -I- -I- -I- .00 6.974 10.00 7.00 10.00 - I - .00 0 .0 I- .00 BOX I .00 0 .0 I- 10.00 15.00 10.00 -I- .00 0 .0 -I- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 76PIPE.WSN T2 72" PIPE T3 RATING CURVE CALCS AT ELEVATION 76' 00 .000 .000 00 so R 0 WE SH CD CD Q 640 929 929 929 1 4 2 2 .53 .53 .53 .53 61. 65. 65. 65. 1 0 293. 65 00 00 00 .00 .00 00 1 1 2 2 6.00 10.00 .0 .013 .500 .00 .00 .00 6.00 .00 .00 72 76 .0 .0 W S P G N - CIVILDESIGN Vera 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 76PIPE.WSN 72" PIPE RATING CURVE CALCS AT ELEVATION 76' PAGE Date: 4-23-2002 Time: 2:15:10 | Invert | Depth | Water Station | Elev | -I- -I- L/Elera |Ch Slope | (FT)Elev Q | Vel (CFS) | (FPS) -I- Vel | Energy Super |Critical|Flow Top|Height/|Base Wt| Head Grd.El.| Elev | Depth Width SF Ave| HF |SE Dpth|Froude N|Norm Dp Dia.-FT or I.D.| ZL -I- -I- "N" I I ZR |No Wth |Prs/Pip I- |Type Ch 'I''I' II I I I I II 640.53 61.65 10.350 72.000 293.0 10.36 1.667 73.667 .00 4.680 .00 6.00 .00 .00 -I- -I- -I- -I- 'I- -I- -I- -I- - - -I- - - -I- -I- 289.00 .01159 .004786 1.38 10.35 .000 3.498 .013 .00 I I I I I I I I I I I I 929.53 65.00 8.383 73.383 293.0 10.36 1.667 75.051 .00 4.680 .00 6.00 .00 .00 -I- WALL ENTRANCE I -I- III II 929.53 65.00 11.007 76.007 293.0 4.44 .306 76.312 .00 4.200 6.00 10.00 6.00 .00 -I- -I- -I- -I- - - -I' -I- -I- -I- -I- -I- - - -I- 1 .0 PIPE 1 .0 0 .0 c APPENDIX C WSPGN HYDRAULIC CALCULATIONS IN DETENTION BASIN BJB OUTLET BOX CULVERT, PIPE CULVERT, AND STORM DRAIN LINE <P' FOR INTERIM AND ULTIMATE CONDITIONS C c Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 WSPGN HYDRAULIC CALCULATIONS V IN DETENTION BASIN BJB OUTLET BOX CULVERT FOR INTERIM AND ULTIMATE CONDITIONS Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 Tl CALAVERA HILLS II J-13918 T2 10X7/11X7 BOX CULVERT W/ 72" APRIL 23 PIPE AND 18" , 2002 FN: Bl.wsn STORM DRAIN LINE T3 INTERIM BJB (Q SO 100.00 52. WX 100.00 52. R JX R JX R WE SH CD CD CD CD CD CD CD Q 415 416 632 648 690 690 690 1 2 2 3 3 4 4 3 5 4 6 3 7 2 .25 .75 .86 .20 .53 .53 .53 0 0 0 0 0 0 0 57. 57. 61. 61. 62. 62. 62. 959. @ EL. 75.06 BASED 40 1 40 2 52 55 06 31 00 00 00 .00 .00 .00 .00 .00 .00 .00 00 2 4 3 4 6 5 6 7 7 15.00 7.00 1.50 7.00 6.00 7.00 15.00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 .00 .00 .00 .00 .00 .00 .00 ON HEC-1 FN: 72BJBI 52.40 8.25 279.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 63 61 75 .00 .00 .00 .00 .00 .00 .00 .02 .65 .06 .00 88.00 .00 21.00 .00 .00 0 .00 0 .00 0 -.ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 1:47:25 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: Bl.wsn 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE INTERIM BJB (Q ® EL. 75.06 BASED ON HEC-1 FN: 72BJBI.HC1) | Invert | Depth | Station | Elev | (FT) -1- -1- -1- L/Elem |Ch Slope] | 100 WALL 100 70 170 150 321 94 415 JUNCT 416 61 478 52 531 37 568 26 1 1 1 1 1 00 52.40 4.608 -|_ - - -|- EXIT 1 1 1 00 52.40 4.607 -1- -1- -1- 49 .01624 1 1 1 49 53.54 4.676 -1- -1- -1- 73 .01624 1 1 1 23 55.99 4.904 -1- -1- -1- 02 .01624 1 1 1 25 57.52 5.144 -1- -1- -1- STR .02000 1 1 75 57.55 5.050 -1- -1- -1- 98 .01624 1 1 73 58.56 5.258 -1- -1- 53 .01624 1 1 26 59.41 5.515 -1- -I" -1- 60 .01624 1 1 1 86 60.02 5.784 -1- -1- -1- 82 .01624 Water | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/ 1 Base Wt| |No Wth Elev | (CFS) | (FPS) Head Grd.El.] Elev Depth | Width |Dia.-FT|or I.D. ZL |Prs/Pip -1- -1- -1- -1- -1- -1- -1- -1- -1- -1- 1- | | SF Ave| HF SE Dpth|Froude N|Norra Dp | "N" | | ZR |Type Ch II 1 1 1 1 1 1 1 57.008 1246.3 24.58 9.385 66.393 .00 7.360 11.00 15.00 11.00 .00 0 -1- -I" "I- -1- - - -I" -I" -1- -1- -1- 1- II 1 1 1 1 1 1 57.007 1246.3 24.59 9.390 66.397 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -I" -1- - - -I" -1- "I- -1- 1- .013319 .94 4.61 2.019 4.317 .013 .00 BOX 1 1 1 1 1 1 1 1 1 58.221 1246.3 24.23 9.115 67.336 .00 7.000 11.00 7.00 11.00 .00 0 -1- -I" -1- - - -I" -1- -I" -1- -I" 1- .012258 1.85 4.68 1.974 4.317 .013 .00 BOX II 1 1 1 1 1 1 60.897 1246.3 23.10 8.286 69.184 .00 7.000 11.00 7.00 11.00 .00 0 -1- -I" -1- - - -I" - - -1- -1- -1- -1- 1- .010775 1.01 4.90 1.838 4.317 .013 .00 BOX II 1 1 1 1 1 1 62.664 1246.3 22.03 7.533 70.197 .00 7.000 11.00 7.00' 11.00 .00 0 -1- -1- -1- -1- -I" - - -I" -1- -1- -1- 1- .010271 .02 5.14 1.711 .013 .00 BOX II II 1 III 62.600 1238.0 22.29 7.714 70.313 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- -1- -1- "I- - - -1- -1- -I" -1- 1- .009919 .61 5.05 1.748 4.296 .013 .00 BOX II 1 1 1 1 1 1 63.815 1238.0 21.40 7.113 70.928 .00 7.000 11.00 7.00 11.00 .00 0 -|- -|- - - -|- - - -|- -|- - - -|- -|- |. .008818 .46 5.26 1.645 4.296 .013 .00 BOX II II 1 III 64.925 1238.0 20.41 6.466 71.391 .00 7.000 11.00 7.00 11.00 .00 0 -1- "I- "I- - - -1- - - -1- -1- -1- -1- 1- .007766 .29 5.52 1.531 4.296 .013 .00 BOX II 1 1 1 1 1 1 65.805 1238.0 19.46 5.879 71.683 .00 7.000 11.00 7.00 11.00 .00 0 -1- -1- - - - - -1- - - -I" - - -1- -1- |- .006844 .18 5.78 1.426 4.296 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE .0 .0 .0 .0 .0 .0 .0 .0 .0 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: Bl.wsn 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE INTERIM BJB (Q « EL. 75.06 BASED ON HEC-1 FN: 72BJBI.HC1) Date: 4-23-2002 Time: 1:47:25 Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station | Elev | -I- -I- L/Elem |ch Slope] (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- | | SF Ave| HF |SB Dpth|Froude N|Norm Dp | "N" | | ZL |Prs/Pip I- ZR |Type Ch '!*******!<.***.*|.**»***l**.**l*..**,* I I I 7.00 11.00 .00 0 .0 .013 .00 BOX I I I .00 0 .0 1- .00 BOX I 595.68 60.46 6.067 66.523 -I- -I- 18.59 .01624 614.28 60.76 6.363 67.121 12.01 .01624 626.29 6.57 60.95 .01624 ' I 6.673 67.627 -I--I- 632.86 61.06 7.000 68.060 JUNCT STR .01630 I I I 648.20 61.31 8.620 69.930 42.33 .01630 I 690.53 62.00 8.162 70.162 I I 1238.0 18.55 5.344 71.867 .00 7.000 11.00 -I- -I" -I- -I- -I" -I- .006037 .11 6.07 1.327 4.296 I I I 1238.0 17.69 4.858 71.979 .00 7.000 11.00 -I- -I- -I- -I- -I- .005329 .06 6.36 1.236 4.296 WARNING - Flow depth near top of box conduit I I I I 1238.0 16.87 4.417 72.043 .00 7.000 11.00 -I- -I" -I- .006088 .04 6.67 1.151 4.296 WARNING - Flow depth near top of box conduit I I I I I 1238.0 16.08 4.014 72.074 .00 7.000 11.00 -I- -I- -I- -I- -I- .005484 .08 7.00 1.071 I II I 959.0 13.70 2.914 72.844 .00 6.585 10.00 ill III-|- -|- .|. - | _ .|_ _|_ .005484 .23 8.62 .913 3.897 I III 959.0 13.70 2.914 73.077 .00 6.585 10.00 7.00 11.00 .013 I i I 7.00 11.00 .00 0 .0 -I- .013 7.00 11.00 -I- .013 I 7.00 10.00 -I- -I- .013 I 7.00 10.00 .00 BOX I .00 0 .0 I- .00 BOX I .00 0 .0 I- .00 BOX I .00 0 .0 WALL ENTRANCE I I I I I III 690.53 62.00 13.058 75.058 959.0 7.34 .838 75.896 .00 6.585 10.00 15.00 10.00 .00 0 .0 -I- "I- -I- -I- - - -I- - - -I- -I" - - - - -I- -I- I- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: BU.WSN T2 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE T3 ULTIMATE BJB (Q @ EL. 75.57 BASED ON HEC-1 FN: 72BJBU.HC1) 52.40so wx R JX R JX R WE SH CD CD CD CD CD CD CD Q 100.00 52, 100.00 52. 415.25 57, 416.75 57, 632.86 61, 648.20 61, 690.53 62, 690.53 62, 690.53 62. 1 2 3 4 5 6 7 2 3 4 3 4 3 2 0 0 0 0 0 0 0 1002 .40 .40 .52 .55 .06 .31 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 2 2 4 4 6 6 7 7 15 7 1 7 6 7 15 3 5 .00 .00 .50 .00 .00 .00 .00 .0 .013 .013 .013 .013 .013 .500 11 11 11 10 10 8.25 290.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 c .00 .00 0 63.02 88.00 .00 .00 0 61.65 21.00 .00 .00 0 75.57 -.ERROR MESSAGE NO. 2 - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN OTLTUS, W. S. ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time:11:52:32 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: BU.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE ULTIMATE BJB (Q a EL. 75.57 BASED ON HEC-1 FN: 72BJBU.HC1) | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical|Flow Top|Height/|Base Wt| |No Wth Station Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.] Elev | Depth | Width Dia.-FT|or I.D.| ZL |Prs/Pip -I- -I- -I- -I- ~ - -I- -I- -I- -I- -I- -I- -I- -I- I- L/Elem |Ch Slope] | | | SF Ave| HP |SE DpthJFroude N|Norm Dp | "N" | | ZR |Type Chi *********|********|********|*********|*********|*******|.*****..|*****,***!**.**** |********|********|******* I*,****.|***.,|*.***.. I I I I I I I I I I I 100.00 52.40 4.760 57.160 1300.3 24.83 9.576 66.736 .00 7.570 11.00 15.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- "I- 'I- -I- -I- -I- -I- "I- |- WALL EXIT I I I I I I I I I I I I I 100.00 52.40 4.758 57.158 1300.3 24.84 9.583 66.741 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I" -I- -I- "I- -I- "I- -I- -I- -I- -I- I- 63.84 .01624 .013312 .85 4.76 2.007 4.452 .013 .00 BOX I I I I I I I I 1 I I I I 163.84 53.44 4.821 58.258 1300.3 24.52 9.334 67.592 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- I- 154.95 .01624 .012284 1.90 4.82 1.968 4.452 .013 .00 BOX I I I I I I I I I I I I I 318.79 55.95 5.057 61.010 1300.3 23.38 8.485 69.495 .00 7.000 11.00 7.00 11.00 .00 0 .0 -|- -|- -|- -I" 'I- -I- -I- "I- "I- -I- -I- -I- "I- I- 96.46 .01624 .010803 1.04 5.06 1.832 4.452 .013 .00 BOX III I I I I I I I I I I 415.25 57.52 5.303 62.823 1300.3 22.29 7.714 70.537 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- "I- -I- -I- -I- -I- -I" -I- -I- -I- -I- -I- -I- I- JUNCT STR .02000 .010291 .02 5.30 1.706 .013 .00 BOX III I I I I I I I I I I 416.75 57.55 5.210 62.760 1292.0 22.54 7.890 70.651 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- "I- "I- -I- "I- -I- -I- -I- -I- -I' -I- I- 16.42 .01624 .010342 .17 5.21 1.740 4.431 .013 .00 BOX I I I I I I I I I I I I I 433.17 57.82 5.258 63.075 1292.0 22.34 7.747 70.822 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I" -I- -I- -I- -I' "I- "I- -I- -I- -I- -I" -I- I- 67.43 .01624 .009604 .65 5.26 1.717 4.431 .013 .00 BOX I I I I I I I I I I I I I 500.60 58.91 5.515 64.427 1292.0 21.30 7.043 71.470 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- "I- -I- -I- "I- -I- -I- -I- -I- -I- I- 47.67 .01624 .008458 .40 5.52 1.598 4.431 .013 .00 BOX III I I I I I I I I I I 548.27 59.69 5.784 65.470 1292.0 20.31 6.403 71.873 .00 7.000 11.00 7.00 11.00 .00 0 .0 -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -!- I- 34.11 .01624 .007455 .25 5.78 1.488 4.431 .013 .00 BOX W S P G N - CIVILDESIGN Vers 7.1 PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 4-23-2002 Time: 11:52:32 CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: BU.WSN 10X7/11X7 BOX CULVERT W/ 72" PIPE AND 18" STORM DRAIN LINE ULTIMATE BJB (Q ® EL. 75.57 BASED ON HEC-1 FN: 72BJBU.HC1) | Invert | Depth | Water | Q | Vel Vel | Energy | Super |Critical]Flow Top|Height/|Base Wt| |No Wth Station I Elev I (FT) L/Elem Ch Slope| Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | 'width |Dia.-FT|or I.D. -I- -I- -I- -I- -I" -I- -I- -I- -I- | | SF Ave| HF |SB Dpth|Froude N|Norm Dp | "N" | ZL |Prs/Pip I- ZR |Type Ch I I I 582.38 60.24 6.067 66.307 -I- -I- -I- 24.11 .01624 I I I 606.49 60.63 6.363 66.994 -I- -I- 16.33 .01624 I I I 622.82 60.90 6.673 -I- -I- -I- 10.04 .01624 67.570 I I I 632.86 61.06 7.000 68.060 -I- "I" "I- -I- JUNCT STR .01630 I I I I 648.20 61.31 8.782 70.092 -I- "I- -I" -I- 42.33 .01630 I I I I 690.53 62.00 8.346 70.346 -I- - - -I- -I- " WALL ENTRANCE „ III 690.53 62.00 13.555 75.555 -I- "I- -I- -I- I 1 I 1292.0 19.36 5.820 72.127 -I- -I" "I" "I- .006575 .16 I I 1292.0 18.46 5.291 72.286 -I- -I- -I- -I" .005804 .09 ---- WARNING - Flow depth near top of I I 1292.0 17.60 4.810 72.381 -I- -I- -I- -I- .006631 .07 ---- WARNING - Flow depth near top of 1292.0 16.78 4.372 72.432 -I- -I- -I- - .005987 .09 I I 1002.0 14.31 3.182 73.274 -I- -I- -I- -I- .005987 .25 I II 1002.0 14.31 3.182 73.527 -I- -I- -I- -I- I II 1002.0 7.39 .848 76.404 -I- -I- -I" I .00 7.000 -I- - 6.07 1.385 I .00 7.000 -I" - 6.36 1.290 box conduit -I .00 7.000 -I- - 6.67 1.201 box conduit I I I I 11.00 7.00 11.00 .00 0 .0 4.431 .013 11.00 7.00 11.00 4.431 .013 .00 BOX I .00 0 .0 I- .00 BOX I I I 11.00 7.00 11.00 -I- 4.431 .013 .00 0 .0 I- .00 BOX I I .00 7.000 -I- 7.00 1.118 I .00 6.780 -I- 8.78 .953 I .00 6.780 I 11.00 7.00 11.00 -I--I- .013 I I 10.00 7.00 10.00 -I- -I- -I- 4.023 .013 I I I 10.00 7.00 10.00 -I- .00 0 .0 I- .00 BOX I .00 0 .0 I- . 00 BOX I .00 0 .0 I- I I I I I .00 6.780 10.00 15.00 10.00 -I- "I- -I" .00 0 .0 I- WSPGN HYDRAULIC CALCULATIONS IN PIPE CULVERT FOR INTERIM AND ULTIMATE CONDITIONS C Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: Pl.wsn T2 72" PIPE T3 INTERIM BJB (Q ® EL 75.06' BASED ON HEC-1 FN: 72BJBI.HC1) SO 640.53 61.65 1 71.331 R 929.53 65.00 1 .013 .000 .000 0 WE SH CD CD Q 929.53 65. 929.53 65. 1 2 4 2 1 0 279. .00 00 .00 .00 ,00 2 2 6 10 .00 .00 .0 500 .00 6.00 .00 .00 .00 .00 75.06 .0 .0 W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: 7557P.WSN 72" PIPE RATING CURVE CALCS AT ELEVATION 75.57' PAGE Date: 4-23-2002 Time:11:46:31 | Invert Depth | Water | Station Elev | (FT) | Elev | -I- -I- -I- -I L/Elem | Ch Slope] | | Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/1 Base Wt| |No Wth (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D. ZL |Prs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- I- | SF Ave HF |SE Dpth|Froude N|Norm Dp | "N" | | ZR |Type Ch 'I'>l*****l' 640.53 61.65 9.990 71.640 290.0 10.26 1.634 73.274 .00 4.657 I I 1 I .00 6.00 .00 .00 1 .0 289.00 .01159 I I I -I- -I- -I- .004689 1.36 9.99 .000 3.475 .013 I I I I I I- .00 PIPE I I 929.53 65.00 7.995 72.995 290.0 10.26 1.634 74.629 .00 4.657 .00 6.00 .00 .00 1 .0 -I- -I- -I" "I- -I- -I- -I- -I' -I" -I" "I- -I- -I- I- WALL ENTRANCE ! Ill I I I I I I I I 929.53 65.00 10.606 75.606 290.0 4.56 .322 75.929 .00 4.171 6.00 10.00 6.00 .00 0 .0 -I- -I- 'I- -I- -I- -I- -I- - - -I- -I- "I- -I- -I- I- Tl CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: PU.wsn T2 72" PIPE T3 ULTIMATE BJB (Q @ EL 75.57' BASED ON HEC-1 FN: 72BJBU.HC1) SO 640.53 61.65 1 71.639 R 929.53 65.00 1 .013 .000 .000 0 WE SH CD CD Q 929.53 65 929.53 65 1 2 4 2 1 0 290 .00 .00 .00 .00 .00 2 2 6 10 . .00 .00 .0 500 .00 6.00 .00 .00 .00 .00 75.57 .0 .0 W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING CALAVERA HILLS II J-13918 APRIL 23, 2002 FN: PU.Wsn 72" PIPE ULTIMATE BJB (Q 9 EL 75.57' BASED ON HEC-1 FN: 72BJBU.HC1) PAGE Date: 4-23-2002 Time: 2:32:21 | Invert | Depth | Water | Q Station | Elev | (FT) | Elev | (CFS) -I- -I- -I- -I- L/Elera |Ch Slope] | | Vel (FPS) Vel | Energy | Super |Critical|Flow Top|Height/[Base Wt| |No Wth Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| ZL |Prs/Pip SF Ave| -I- -I- -I- - HF SE Dpth|Froude N|Norra Dp "N" |ZR | Type Ch I I I I I I I I I I I I I 640.53 61.65 9.990 71.640 290.0 10.26 1.634 73.274 .00 4.657 .00 6.00 .00 .00 1 .0 289.00 .01159 .004689 1.36 9.99 .000 3.475 .013 I I I I I 929.53 65.00 7.995 72.995 290.0 10.26 1.634 74.629 .00 4.657 I I .00 6.00 .00 PIPE I I .00 .00 1 .0 -I- "I- -I- "I- -I" -I" - - -I- -I" -I- WALL ENTRANCE I I I I I I I I I I I I I 929.53 65.00 10.606 75.606 290.0 4.56 .322 75.929 .00 4.171 6.00 10.00 6.00 .00 0 .0 -I- -I- "I- 'I- "I- -I" -I- -I- "I- -I- "I- "I- "I- I- WSPGN HYDRAULIC CALCULATIONS IN STORM DRAIN LINE 'P' Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 Tl ROBERTSON RANCH MARCH 21, 2002 FN: Bjb2.wsn T2 18" STORM DRAIN T3 SO R 0 JX R 0 JX R 0 WE SH CD CD CD Q 416. 460. 464 . 556. 560. 605. 605. 605. 1 4 2 2 3 2 00 00 00 73 73 00 00 00 0 0 0 64 66 67 67 67 68 68 68 .68 .60 .00 .50 .83 .30 .30 .30 .00 .00 .00 47 1 1 1 2 1 1 2 1 3 3 1.50 3.00 4.00 .0 .013 .013 4.54 .013 .013 8.25 .013 .500 .00 .00 .00 4.00 .00 .00 1.50 .00 .00 66.01 68.00 68.83 68.30 .0 .0 .0 .000 .000 -38.00 .000 .000 90.00 .000 .000 •>** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC W S P G N - CIVILDESIGN Vers 7.1 PAGE 1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING Date: 3-25-2002 Time: 7:56:15 ROBERTSON RANCH MARCH 21, 2002 18" STORM DRAIN Invert Depth Water | Q Vel Vel Energy Super | Critical | Flow Top | Height/ | Base Wt| No Wth Station Elev (FT) Elev | (CFS) (FPS) Head Grd.El. Elev Depth Width |Dia.-FT or I.D.| ZL Prs/Pip -1- - - -I- -1- - - - - - - -|- -|- - - -|- -|. L/Elem Ch Slope | | SF Ave HF SE Dpth|Froude N|Norm Dp "N" | ZR | Type Ch II! 1 416.00 64.68 .911 65.591 13.3 11.81 2.166 67.757 .00 1.360 1.47 1.50 -1- - - -1- - - -1- "I- -1- -1- - - - - "I- -1- 8.09 .04364 .033066 .27 .91 2.378 .841 .013 1 1 1 II II 424.09 65.03 .929 65.962 13.3 11.53 2.066 68.028 .00 1.360 1.46 1.50 -1- - - "I" - - -1- -1- -1- -1- - - -1- 11.19 .04364 .030243 .34 .93 2.288 .841 .013 1 1 1 1 1 435.28 65.52 .967 66.488 13.3 11.00 1.878 68.366 .00 1.360 1.44 1.50 -1- - - - - -1- -1- -1- -1- -1- - - -1- 7.67 .04364 .026847 .21 .97 2.115 .841 .013 1 1 442.95 65.86 1.009 66.865 13.3 10.49 1.707 68.572 .00 1.360 1.41 1.50 -1- - - - - -1- ^ - -1- - - -I" - - - - - - -1- 5.63 .04364 .023895 .13" 1.01 1.950 .841 .013 1 1 II 1 448.58 66.10 1.053 67.155 13.3 10.00 1.552 68.707 .00 1.360 1.37 1.50 ----- -I' -1- -1- -1- -1- - - ' - - - - -|- 4.17 .04364 .021322 .09 1.05 1.792 .841 .013 1 ' 1 1 1 1 452.75 66.28 1.101 67.385 13.3 9.53 1.411 68.796 .00 1.360 1.33 1.50 -1- - - - - -1- - - -1- - - -1- - - -1- - - -1- 3.07 .04364 .019110 .06 1.10 1.640 .841 .013 II II 455.82 66.42 1.154 67.572 13.3 9.09 1.283 68.854 .00 1.360 1.26 1.50 -1- - - - - -1- - - -1- - - -1- - - -1- - - -|- 2.22 .04364 .017220 .04 1.15 1.491 .841 .013 II 1 1 458.04 66.51 1.212 67.727 13.3 8.67 1.166 68.893 .00 1.360 1.18 1.50 -1- - - - - -1- - - - - - - -1- - - - - - - -1- 1.43 .04364 .015643 .02 1.21 1.342 .841 .013 III 1 459.47 66.58 1.278 67.855 13.3 8.26 1.060 68.915 .00 1.360 1.07 1.50 1 1- I-- ---I-, I 11 1 1 1 - " i " " 1 " .53 .04364 .014442 .01 1.28 1.186 .841 .013 W S P G N - CIVILDESIGN Vers 7 . 1 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- .00 PIPE I 1 .00 .00 0 .0 -1- 1- .00 PIPE 1 1 .00 .00 0 .0 -1- 1- . 00 PIPE PAGE 2 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING ROBERTSON RANCH MARCH 21, 2002 18" STORM DRAIN Date: 3-25-2002 Time: 7:56:15 | Invert | Depth | Water |Vel Vel | Energy | Super |Critical]Flow Top|Height/|Base Wt| |No Wth Station | Elev | (FT) | Elev | (CFS) | (FPS) Head | Grd.El.| Elev | Depth | Width |Dia.-FT|or I.D.| L/Elem Ch Slope SF Ave HF | SE Dpth|Froude N Norm Dp | "N" ZL |Prs/Pip I- ZR |Type Ch 'I'M< 460.00 66.60 1.360 67.960 JUNCT STR .10000 I I I 464.00 67.00 1.143 68.143 - 1 - 2.12 .00539 1 466.12 67.01 1.199 68.211 -I- 'I- -I' -I- 12.18 .00539 I I I I 478.30 67.08 1.264 68.341 -I- "I- -I- -I- 35.55 .00539 I I I I 513.85 67.27 1.340 68.609 -I- "I- -I- -I- 42.88 .00539 I I I I 556.73 67.50 1.388 68.888 -I- "I- -I- -I- JUNCT STR .08250 I I I I 560.73 67.83 1.864 69.694 34.35 .01062 I 595.08 68.19 -I- 9.92 .01062 I 605.00 68.30 -I- WALL ENTRANCE 1.500 69.695 1.394 69.694 I 13.3 7.87 I I I I I 1 .963 68.923 .00 1.360 .87 1.50 -I- -I- "I- -I- -I- -I- 1.36 .999 .013 I I I I I 8.7 6.04 .566 68.709 .00 1.143 1.28 1.50 -I- -I" -I' -I- - - -I- -I- .007600 .02 1.14 1.000 1.500 .013 I • I II 8.7 5.75 .514 68.725 .00 1.143 1.20 1.50 .006891 .08 1.20 .903 I III 8.7 5.49 .467 68.809 .00 1.143 -I- -I- -I- -I- -|- .006335 .23 1.26 .802 I III 8.7 5.23 .425 69.034 .00 1.143 -|- -|- -|- -|- .006032 .26 1.34 .687 I III 8.7 5.11 .405 69.293 .00 1.143 .002994 .01 1.39 .611 1.500 .013 1.09 1.50 -I- 1.500 .013 I .93 1.50 -I- 1.500 .013 I .79 1.50 -I- .013 .00 .00 0 .0 -I- I- .00 PIPE I I .00 .00 0 .0 .00 PIPE .00 .00 0 .0 .00 PIPE II .00 .00 -1- .00 .00 0 .0 I- .00 PIPE I .00 0 .0 I- .00 PIPE I .00 0 .0 I- .00 PIPE .5 .27 .5 .27 -I- .27 .001 69.695 .00 .254 .000020 .00 1.86 .000 I I I .001 69.696 .00 .254 -I- -I- -I- .000018 .00 1.50 .000 .00 1.50 .00 .00 0 .0 I .001 69.695 1 .00 W S P G N - CIVILDESIGN Vers 7.1 For: RICK ENGINEERING COMPANY - S/N 667 WATER SURFACE PROFILE LISTING ROBERTSON RANCH MARCH 21, 2002 18" STORM DRAIN .00 PIPE I I .00 .00 0 .0 -I- I- .00 PIPE I I .00 .00 0 .0 -I- I- PAGE 3 Date: 3-25-2002 Time: 7:56:15 .213 .013 I I .00 1.50 -I- -I- .213 .013 I I .77 1.50 -I- -|- Station | Elev -I- -I L/Elera |Ch Slope] Invert .] Depth | Water (FT) | Elev Q | Vel Vel | Energy | Super | Critical | Flow Top | Height/1 Base Wt| |No Wth (CFS) | (FPS) Head | Grd.El. Elev | Depth | Width |Dia.-FT or I.D.| ZL |Prs/Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- I- | SF Ave| HF |SE DpthJFroude N|Norm Dp | "N" | ZR |Type Ch ........|........|*.......|.........|.. I I I I 605.00 68.30 1.395 69.695 -I- -I- -I- -I- 'I'* I',|.......|.,|,..**|, .5 .22 I I I I I I I I .001 69.696 .00 .145 1.50 4.00 1.50 .00 0 .0 /"" APPENDIX D HEC-2 SPLIT FLOW ANALYSES FOR CALAVERAS CREEK c c Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 HEC-2 SPLIT FLOW ANALYSIS FOR CALAVERAS CREEK INTERIM CONDITION FILE NAME: 72BJBI2.hc2 Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company - Water Resources Division 05-08-02 * HEC-2 WATER SURFACE PROFILES * * * * Version 4.6.2; May 1991 * * * RUN DATE 02MAY02 TIME 13:34:15 * U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 (916) 756-1104 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX 02MAY02 13:34:15 PAGE THIS RUN EXECUTED 02MAY02 13:34:15 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 SPLIT FLOW BEING PERFORMED SF SPLIT FLOW NORTH SIDE OF WALL JC SPLIT FLOW RATING CURVE AT ROBERTSON RANCH JP 10 0 0-1 0 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET CS 4 3000.0 3010.0 -1 CR 100 60.07 200 60.45 400 60.87 630 61.24 02MAY02 13:34:15 PAGE THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC AC CALAVERA HILLS II AC AC J-13918 AC FN: 72BJBI2.HC2 AC 04/24/02 AC ****************** AC RANCHO CARLSBAD AC J-13182 AC 12/12/01 AC ****************** MODIFIED WITH Q FROM BOX CULVERT TO CALAVERA CREEK BA HEC-1 FN: 72BJBI.HC1 - INTERIM CONDITIONS EXTENDED EXISTING WALL, ADDED ADDITIONAL WALL EAST OF CULVERT OUTLET AND TRAPAZOIDAL OPENING TO CONTROL DISCHARGE TO <1000 CFS ON SOUTH SIDE OF WALL NEW TOPO FROM SURVEY FOR CALAVERA CREEK AC RANCHO CARLSBAD AC J-13182 AC 10/08/01 AC AC AC AC **************** Tl T2 T3 COMBINE EXISTING CONDITIONS AT CALAVERA CREEK BETWEEN CROSS-SECTIONS 5.1 AND 2980 WITH PROPOSED CONDITIONS OF AGUA HEDIONDA TO DETERMINE MAX Q ALLOWABLE IN CALAVERAS CREEK PIPE DIVERSION OPTION IN CALAVERAS CREEK FILES USED: RCMHPEX.HC2 AND RCSUP.HC2 AQUA HEDIONDA CREEK, CARLSBAD, REVISE H.CHANGS HEDI96.HEC TO MODEL CALAVERAS CREEK AT XS 5.1; WALL INTACT; PROFILE 1:100YR FP FILE:FEMA9.HC2 10/19/98JN13182, L-R LOOKING D/S, ASSUMES QCAL= 200 CFS 1 ICHECK INQ IDIR STRT METRIC HVINS WSEL 37.02 FQ J2 NPROF I PLOT PRFVS XSECV XSECH CHNIM ITRACE -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT NC QT XI GR GR GR XI GR GR GR 78. 30. 21. 30. 84. 35. 24. 35. .04 4 .90 .00 .50 ,00 .30 .00 .50 ,00 .04 9115 11 .00 250.00 590.00 11 .00 245.00 550.00 .04 9115 0 20.00 22.00 .00 20 30.00 24.00 .00 .1 9115 500 50.00 350.00 .00 520 20.00 300.00 .00 .3 9115 0 19.00 22.50 .00 500 27.00 24.50 .00 0 50.00 425.00 .00 500 40.00 360.00 .00 0 20.00 23.00 .00 500 26.00 25.00 .00 60.00 500.00 .00 115.00 420.00 .00 21.00 25.00 .00 25.00 30.00 .00 150.00 550.00 .00 190.00 520.00 .00 02MAY02 13:34:15 PAGE NC QT XI X3 GR GR GR NC XI X3 GR GR GR XI X3 GR GR GR GR XI X3 '•R GR XI GR QT NC XI GR GR QT NC ET .05 4 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 6960 41.5 4 .04 7210 40.8 38.2 4 0.06 .05 8680 12 335 650 14 340 725 19 308 450 705 14 234 370 4 9060 .05 6 170 8970 0.06 9.1 DOWNSTREAM FACE XI CI GR GR GR GR .001 74.5 45.8 34.0 33.1 37.7 19 31.60 .60 41.00 88.17 125.50 .08 8680 25 36.2 32.2 30 . 1 28 38.4 34.1 28 27.3 35.8 30 30 26.5 38.5 32 26 9060 .08 25 40 8970 0.025 9.1 OF EL CAMINO 11 0.025 40.00 33.10 33.10 38.00 8680 355 11 355 665 359 11 359 750 329 30 329 465 780 234 30 260 430 135 25 9060 170 25 8970 9.1 REAL BRIDGE 125.5 2 11.00 42.80 91.50 131.00 8680 240 36.8 32.2 260 39.3 34.1 30 300 26 35.8 30 32 160 25.5 30 34 240 26 9060 250 29 8970 9.1 100 2 39.08 33.10 33.10 40.00 240 25 365 260 28 370 770 300 35 340 550 885 160 130 290 470 240 105 250 55 70 82 16.50 49.84 106.20 141.00 220 27.3 46 25 380 260 25.4 54 25.5 385 32 790 300 25 170 28 360 28 565 34 895 160 25.5 207 28 305 36 490 240 37.2 135 250 28.5 100 90 38.00 23.00 33.10 53.17 34.00 108.00 45.80 152.60 24.4 287 24.5 450 24.5 200 24.6 600 26.8 290 26 375 26.5 630 26.2 214 26 350 29 145 16.5 125.5 36.00 28.00 33.10 74.50 36.00 123.00 .00 .00 02MAY02 13:34:15 PAGE NC ET XI 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 45.8 45.8 45.8 45.8 45.8 45.8 9.1 2 45.8 43.3 31.6 31.6 43.3 40 9.1 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 16.50 43.3 49.84 43.3 88.17 31.6 91.5 37.66 131 45.8 16.5 125.5 45.8 39.08 45.8 31.6 45.8 43.3 45.8 43.3 45.8 38 UPSTREAM FACE OF BRIDGE ET XI CI BT BT BT BT BT BT GR GR 1 ,-R NC ET XI CI GR GR GR GR QT ET XI CI GR GR ET XI £Z ~J f-BTjK 9.1 UPSTREAM FACE OF 1.10 19 79 31.60 -18 .6 24.5 57.84 96.17 99.5 139 45.8 .60 34.0 41.00 33.3 96.17 36.4 133.50 0.04 0.04 9.1 1.11 19 79 31.60 45.8 .60 34.0 41.00 33.3 97.17 36.4 133.50 4 8420 9.1 IMPROVED CHANNEL 2.0 7 42.5 0 40 147 9.1 2.5 7 42.5 0 40 146.4 9.1 EL CAMINO 24.5 0.025 45.8 45.8 45.8 45.8 45.8 45.8 40.00 33.34 33 .34 38.00 0.025 9.1 24.5 0.025 40.00 33.34 33.34 38.00 8520 9.1 28 42 42 42 42.5 41 9.1 REAL BRIDGE 133.5 2 45.8 37.67 31.60 43 .3 43.3 38 11.00 42.32 99.50 139.00 9.1 133.5 2 11. 00 42.32 98.50 139.00 8620 9.1 147.0 28 150 146.4 42 150 9.1 110 2 11 24.5 61.17 96.17 133.5 144 38.00 33.34 33.34 40.00 9.1 I 2 38.00 33.34 33.34 40 . 00 8720 9.1 70 31.7 75 31.8 110 87 45.8 45.8 45.8 45.8 45.8 45.8 23.00 57.84 122.68 144 .00 1 87 23.00 58.84 122.68 144.00 75 .01 50 105 .01 64.0 110 40 23 43.3 57.84 31.60 61.17 31.60 99.5 43 .3 133 .5 40 155.6 37.67 24.50 33.34 61.17 34.00 124.00 45.80 155.60 1 37.67 24.50 33.34 60.17 34.00 124.00 45.80 155.60 70 31.7 90 90 31.8 105 . 24.5 133.5 45.8 38 45.8 43.3 45.8 43.3 45.8 31.60 45.8 36.41 45.8 45.8 36.00 32.00 33.34 79.00 36.00 132.00 .00 .00 24.5 133.5 36.00 32.00 33.34 79.00 36.00 132.00 1 149.4 31.7 130 1 149 31.8 130 02MAY02 13:34:15 PAGE ET 9.1 9.1 IMPROVED CHANNEL 9.1 9.1 149 XI CI GR GR GR ET XI GR GR 2.9 42.5 34 43 3.0 43.6 36 11 0 60 150 9.1 12 40 197 42 42 31.9 9.1 180 42.9 35 140 42 65 9.1 293 135 205 80 80 .01 40 46 31.9 85 9.1 70 80 42 180 32.0 211 80 38 50 36 55 31.9 120 42 140 40 320 75 40 185 38 194 32 240 32.0 267 GR 43 293 43 320 EXISTING CALAVERAS CONDITIONS, PROPOSED FLOW* **f'J~ •"• •"••*• J"1~ •*• ^ •*• •"• •*• *~*- ^ ^ ^ ^ ^ " ^ ^ ^ ^ -^^-j- QT 4 8420 8520 8620 NC XI X3 " 'R ^R GR GR GR QT XI GR GR XI GR GR XI GR GR 0.04 AGUA 5.1 10 43.58 32.09 32.09 43.46 39.13 4 5.11 44.5 36.6 310.0 44.3 37.2 400.0 44.5 45.2 0.04 HEDIONDA 22.0 0 177.84 224.36 267.7 298.5 1588 8.0 .0 28.2 8.0 .0 25.5 6.0 .0 39.6 0.035 CONFLUENCE 0.39 43.58 32.09 38.01 38 .35 43 .20 1100 12.4 39.82 38.62 6.6 41.63 40.20 15.5 36.99 .1 WITH CALAVERAS 252 0.39 180.0 236.20 279.3 306.9 1200 29.1 12.4 29. 1 29.4 6.6 29.4 27.9 15.5 8720 .3 CREEK 83 45 42 158.02 32.09 190.00 40 240.18 36.61 282.5 1300 116.9 117.9 37.24 14.9 43.51 43.1 79.3 80.3 36.85 11.8 43.83 43.0 101.1 104.9 36.49 20.5 60 40 162.02 38.00 166.02 32.09 200.00 32.09 220.36 42 244.18 43.77 252 35.3 289.8 36.40 294.3 117.7 37.33 20.9 36.19 23.1 79.8 36.24 17.0 37.57 18.6 103.3 36.86 25.2 40.46 27.9 02MAY02 13:34:15 PAGE w XI GR GR XI GR GR XI GR GR XI GR GR ET XI GR GR XI GR GR GR XI GR GR XI GR GR XI GR GR XI GR /-e? ar 580. 44. 37. 750. 46. 38. 1000, 46, 42 1230 47, 39 1470, 47, 41 1810 50 49 41 2100 53, 53, 2420, 55, 47, 2700. 57. 56. 2980. 58. 57. 49. inTTTnT* 0 .7 ,2 0 .0 ,5 ,0 .2 .5 .0 .4 .7 .0 .2 .1 .0 .1 .8 .9 .0 .3 .6 .0 .3 ,6 ,0 .0 .1 ,0 ,1 ,6 .7 JUT. PT 8 , 24. 8, 28, 7 23 8 25 9 8 24 15 64 90 6 36 9 20 6 38 14, 36, 60 JOR.Q . ,QT .0 .0 ,0 .0 ,0 ,1 .0 .0 .0 .0 .0 .9 .1 .0 .0 .4 .0 .0 .6 .0 .0 .0 .8 .0 .0 .0 .0 .0 .5 .0 .0 .2 .2 rPTTO 10.3 42.12 41.04 14.4 41.77 41.77 8.8 42.14 45.99 8.6 43.60 43.92 9.1 11.0 43 .35 44 .40 77.5 49.92 49.72 43.39 5.6 51.30 7.8 52.46 48.13 12.7 48.79 46.3 57.86 55.27 55.23 MQ TTRDM T1T7T 26. 5. 26. 30. 9. 30. 23 . 8. 29. 29. 8. 29. 9. 26. 11. 26. 101. 1, 69, 97, 20, 5, 27. 7. 23, 23, 12. 60. 1. 42. 65. T5BCT> 5 8 5 5 7 5 . 0 ,8 ,3 , 3 .6 ,3 ! .0 ,0 0 ,2 .3 .3 ,0 ,9 .6 ,5 ,8 .9 .1 7 2 0 6 .5 .T n.Tn 203 41. 45. 240 41. 45. 197 38. 232 39. 46. 9 267 41. 49. 357 49. 46. 46. 276 46. 320 48. 51. 277 47. 298 58. 50. 55. .7 45 14 .2 46 83 .1 21 .5 25 37 .1 .0 11 41 .7 51 10 89 .0 53 .0 74 72 .6 13 .3 30 04 82 203.2 202.3 10.3 37.34 38.8 250.8 246.8 14.4 37.58 41. 1 198.1 197.1 10.9 38.02 230.7 231.6 14.8 37.76 38.4 257.9 263.1 12.3 40.64 36.0 345.1 353.5 34.1 50.11 77.5 43.97 101.2 47.90 283.5 278.3 10.6 46.03 319.7 318.4 11.3 47.99 27.5 55.56 277.4 278.7 14.6 48.31 301.5 300.1 15.8 57.98 46.3 49.61 71.7 57.82 13.7 36.77 20.7 18.2 37.48 20.2 14.7 38.42 20.5 19.0 39.33 24.2 0.1 250.1 14.8 39.14 17.4 48.2 49.60 63.8 80.2 43.22 85.8 105.4 51.27 111.2 17.0 47.19 20.9 12.8 45.91 16.4 34.8 23.1 53.54 29.9 30.7 58.27 31.4 49.6 48.85 52.3 76.4 02MAY02 13:34:15 PAGE XI GR GR NC QT XI GR GR NC XI GR GR TC 2990.0 60.0 59.4 .04 4 3000.0 64.1 64.1 .04 3010.0 59.8 69.0 RATING ASQ .00 8.0 0.0 70.0 .04 1238 6.0 0.0 88. .04 6.0 0.0 110.0 25.0 54.0 59.4 .04 1100 25.0 64.1 .04 26.0 53.6 32.0 20.0 88.0 0.3 1200 41.00 25.0 0.1 75.0 26.0 CURVE LOCATED DOWNSTREAM OF CULVERT QCOMP 46285.68 ERRAC TASQ 200.00 TCQ .00 46285 145.0 120.0 135.0 52.0 25.0 52.0 32.0 59.7 103.0 0.5 1300 30.0 32.0 25.0 52.1 31.0 52.1 35.00 0.3 40.0 35.0 35.0 52.4 40.0 52.4 60.0 OUTLET TABER NITER DSWS USWS ] .68 200.00 1 61.863 65.322 : 58.0 55.0 64.1 41.00 53.8 75.0 DSSNO USSNO 3000.000 3010.000 02MAY02 13:34:15 PAGE SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 20.56 91.2 .0 81.9 9.2 .00 .00 .01 .01 .000000 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED X«^i302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 24.52 91.2 .7 89.3 1.1 8.88 .01 .02 .01 .000000 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.5 3265.8 5412.7 8.93 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.54 37.04 27.94 ^g^ 8680.0 .0 2466.8 6213.2 %»_-» 8'" •°° '66 1'32 ^**^ .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 26 0 2 . 02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.02 .00 90.4 5655.0 135.6 .040 .040 .040 2 26 0 7.01 FEET .00 37.03 .03 8.0 3547.8 3518.1 .050 .080 .050 2 17 0 5.04 FEET , ELLEA= 39.30 ELREA= .00 37.06 .02 .0 3737.5 4717.1 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23 .00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .00 .01 36.80 116.6 9.7 32.20 .000 24.40 8.73 .00 656.27 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.23 .00 757.77 790.00 02MAY02 13:34:15 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.06 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.06 37.06 28.88 .00 37.09 .02 8680.0 .0 2603.4 6076.6 .0 3359.4 4521.1 9.06 .00 .77 1.34 .000 .100 .050 .000120 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.1 19.6 35.80 .000 25.00 8.93 .00 886.07 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .97 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37. 10 6720.000 8680.0 9.07 .003110 11 .47 .0 .00 160. 36.97 8680.0 3.82 160. 29.86 .0 .00 160. .00 .0 .000 4 37.20 2270.9 .100 18 .23 .0 .000 0 .05 237.8 .000 .00 .06 21.6 25.50 223.91 42.10 37.10 9.86 233.77 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .69 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 9.08 .011138 11.89 .0 .00 240. 37.89 8680.0 6.92 240. 32.71 .0 .00 240. .00 .0 .000 2 38.63 1254.1 .100 11 .74 .0 .000 0 1.28 247.5 .000 .00 .16 22.6 26.00 129.18 41.50 37.20 5.82 135.00 02MAY02 13:34:15 PAGE 10 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 9.09 .006963 DEPTH QLOB VLOB XLOBL .000 SECTION 11.60 . 1 .43 250. CWSEL QCH VCH XLCH CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBR I TRIAL IDC ICONT HL OLOSS VOL TWA WTN ELMIN CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.90 FEET 40.10 9059.9 6.70 250. 35.15 .00 40.80 .70 .0 .2 1352.3 .0 .00 .040 .080 .000 250. 2 11 i 0 2.16 .00 255.0 23.4 .000 28.50 .00 148.19 40.00 38.20 21.81 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= 127.97 .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE: DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 9.34 40.94 31.93 39.52 89.7 .0 89.7 .0 .0 9.35 .00 .10 .00 .000 .000000 100. 90. 70. 2 TARGET=109.000 40.94 922.0 .025 26 . 00 .0 .000 0 .07 257.3 .000 .00 .07 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- .010 9.34 40.94 89.7 .0 89.7 9.35 .00 .10 .000000 1. 1. 16.5 125.5 TYPE= 1 TARGET= 31.95 39.03 40.94 .00 .0 .0 860.3 .0 .00 .000 .025 .000 1. 0 24 0 109.000 .00 .00 100000.00 257.4 23.6 100000.00 .000 31.60 16.50 -62.21 109.00 125.50 02MAY02 13:34:15 PAGE 11 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH- 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR- ' .8K*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD- 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.34 40.94 31.94 40.83 40.94 .00 .00 89.7 .0 89.7 .0 .0 896.5 .0 259.6 9.66 .00 .10 .00 .000 .025 .000 .000 .000000 110. 110. 110. 0 21 0 -62.21 .00 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 *SECNO 1.110 CHIMP CLSTA= 79.00 CELCH- KXCAVATION DATA IX= 190.0SQ-FT VEXR- 31.60 BW=87.00 STCHL= .OK*CU-YD VEXT- 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 24.5 1.110 9.34 40.94 31.92 89.7 .0 89.7 .0 9.66 .00 .09 .00 .000000 1. 1. 1. 133.5 TYPE= 1 TARGET- 41.16 40.94 .00 .0 958.7 . 0 .000 .025 .000 0 23 0 109.000 .00 .00 100000.00 259.6 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 •SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.24 40.94 84.2 .0 84.2 9.87 .00 .09 .000000 70. 70. 149.4 TYPE=TARGET= 32.02 .0 .01 75. 41.39 .0 .000 2 40.94 917.0 .025 23 .00 .7 .040 0 .00 261.1 .000 .00 .00 24.1 31.70 118.15 42.00 40.00 30.26 148.41 *SECNO 2.500 3470 ENCROACHMENT STATIONS-1.0 149.0 TYPE-1 TARGET-148.000 c 02MAY02 13:34:15 PAGE 12 SEGNO Q TIME SLOPE 2.500 84.2 10.10 .000000 DEPTH QLOB VLOB XLOBL 9.14 .0 .00 75. CWSEL QCH VCH XLCH 40.94 84.2 .11 90. CRIWS QROB VROB XLOBR 32.17 .0 .01 105. WSELK ALOE XNL ITRIAL 41. 14 .0 .000 2 EG ACH XNCH IDC 40.94 771.9 .025 26 HV AROB XNR ICONT .00 1.5 .040 0 HL VOL WTN CORAR .00 262.8 .000 .00 OLOSS TWA ELMIN TOPWID .00 24.3 31.80 103.79 L-BANK R-BANK SSTA ENDST 42.50 40.00 45.21 149.00 ELEV ELEV *SECNO 2.900 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 9.04 40.94 84.2 .0 84.2 10.28 .00 .12 .000000 80. 80. 1.0 149.0 TYPE=TARGET=148.000 32.31 .0 .00 80. 40.86 .0 .000 2 40.94 676.2 .025 27 .00 .0 .000 0 .00 264 .2 .000 .00 .00 24.5 31.90 93.79 42 .00 42.00 44.12 137.90 *SECNO 3.000 3470 ENCROACHMENT STATIONS" 3.000 8.94 40.94 84.2 .0 84.2 10.46 .00 .12 .000000 70. 75. 40.0 320.0 TYPE= 1 TARGET= 32.41 41.99 40.94 .00 .0 .0 713.8 .0 .00 .000 .025 .000 80. 2 27 0 280.000 .00 .00 265.4 24.7 .000 32.00 .00 105.49 42.00 43.00 182.65 288.13 CCHV= .100 CEHV= .300 *SECNO 5.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.85 40.94 32.55 41.02 40.94 84.2 .0 84.2 .0 .0 568.4 10.57 .00 .15 .00 .000 .035 .000001 83. 60. 45. 2 27 .00 .0 .000 0 .00 266.3 .000 .00 . 00 24.8 32.09 81.92 43.58 43.77 160.14 242.06 *SECNO 5.110 02MAY02 13:34:15 PAGE 13 SEGNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3302 WARNING: CONVEYANCE CHANGE 5.110 4.75 40.94 15.9 .1 15.0 10.71 .06 .24 .000006 117. 118. *SECNO 310.000 310.000 4.70 40.94 15.9 .0 15.8 10.81 .00 .22 .000007 79. 80. *SECNO 400.000 400.000 4.45 40.94 15.9 2.6 13 .3 10.92 .16 .28 * .000009 101. 103. *SECNO 580.000 580.000 4.17 40.94 15.9 .0 15.9 11.10 .00 .32 .000016 204. 202. *SECNO 750.000 3302 WARNING: CONVEYANCE CHANGE 750.000 3.47 40.95 15.9 .0 15.9 11.27 .00 .42 .000035 240. 247. *SECNO 1000.000 1000.000 2.94 40.96 15.9 .0 15.9 11.37 .00 .52 v .000061 197. 197. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .07 37.00 44.05 40.94 .00 .00 .8 1.7 63.3 7.7 267.1 .10 .040 .035 .040 .000 118. 2 20 0 .00 37.14 44.98 40.94 .00 .00 .0 .0 71.7 1.0 267.3 .05 .000 .035 .040 .000 80. 2 21 0 .00 37.14 45.15 40.94 .00 .00 .0 16. 1 47.2 .3 267.4 .04 .040 .035 .040 .000 105. 2 17 0 .00 37.45 46.25 40.95 .00 .00 .0 .0 50.2 .0 267.7 .00 .000 .035 .000 .000 203. 2 20 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 38.26 47.25 40.95 .00 .01 .0 .0 38.0 .0 267.9 .00 .000 .035 .000 .000 251. 2 21 0 .00 38.61 47.46 40.96 .00 .01 .0 .0 30.7 .0 268.1 .00 .000 .035 .000 .000 198. 2 25 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 39.82 25.0 38.62 36.19 9.43 26.32 35.75 .00 41.63 25.0 40.20 36.24 7.35 24.83 32.18 .00 36.99 25.1 40.46 36.49 7.34 21.75 29.09 .00 41.45 25.1 41.04 36.77 10.72 15.72 26.44 .00 41.46 25.2 41.77 37.48 14.90 15.00 29.90 .00 42.14 25.3 42.50 38.02 9.43 12.62 22.05 02MAY02 13:34:15 PAGE 14 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1230.000 1230.000 3.21 15.9 .0 11.49 .00 .000084 233. 40.97 15.9 .56 232. 38.86 .0 .00 231. 49.17 .0 .000 2 40.98 28.2 .035 22 .00 .0 .000 0 .02 268.2 .000 .00 .00 25.4 37.76 14.58 43.60 43.92 12.34 26.93 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 3470 ENCROACHMENT STATIONS= 1470.000 1.87 41.01 15.9 .0 15.9 11.53 .00 1.66 .002048 267. 263. .1 250.1 TYPE= 1 TARGET= 40.31 49.53 41.05 .04 .0 .0 9.6 .0 .00 .000 .035 .000 258. 2 22 0 250.000 .06 .01 43.35 268.4 25.4 44.40 .000 39.14 12.80 .00 11.30 24.10 SECNO 1810.000 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.00 42.90 15.9 .0 15.9 11.55 .00 4.06 .024186 358. 354. 42.90 .0 .00 345. 51.08 .0 .000 0 43 . 15 3.9 .035 11 .26 .0 .000 0 1.74 268.4 .000 .00 .06 25.5 41.90 7.85 46.10 46.89 86.83 94.68 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 2100.000 15.9 11.58 .009128 .92 .0 .00 276. 46.95 15.9 2.76 278. 46.77 .0 .00 284. 53.37 .0 .000 4 47.07 5.7 .035 19 .12 .0 .000 0 3 .90 268.4 .000 .00 .01 25.6 46.03 9.91 51.30 47.19 10.17 20.07 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.27 2420.000 15.9 11.64 .001765 2.21 .0 .00 320. 48.12 15.9 1.57 318. 47.23 .0 .00 320. 56.28 .0 .000 4 48.16 10.1 .035 14 .04 .0 .000 0 1.08 268.5 .000 .00 .01 25.7 45.91 11.27 52.46 51.72 12.54 23.82 02MAY02 13:34:15 PAGE 15 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR •SECNO 2700.000 2700.000 1.51 48.64 48.10 57.39 48.69 .05 .53 15.9 .0 15.9 .0 .0 9.2 .1 268.6 11.68 .00 1.72 .02 .000 .035 .040 .000 .002056 278. 279. 277. 3 18 0 .00 *SECNO 2980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .95 49.80 49.67 58.15 49.92 .12 1.20 15.9 .0 15.9 .0 .0 5.8 .0 268.6 11.71 .00 2.72 .04 .000 .035 .040 .000 .011041 298. 300. 302. 3 11 0 .00 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED \niff2990.0QO .51 52.51 52.51 58.89 52.73 .22 2.01 15.9 .7 14.1 1.1 .3 3.6 .5 268.6 11.72 2.08 3.96 2.14 .040 .035 .040 .000 .021393 145. 135. 120. 0 11 0 .00 CCHV= .300 CEHV= .500 *SECNO 3000.000 3000.000 .92 53.02 52.75 61.86 53.16 .14 .40 12.4 .0 12.4 .0 .0 4.1 .0 268.6 11.73 .00 3.03 .00 .000 .040 .000 .000 .011273 30. 25. 32. 3 11 0 .00 CCHV= .100 CEHV= .300 *SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.10 55.50 55.50 65.32 56.71 1.22 .54 1238.0 33.0 1192.0 12.9 7.5 132.8 3.3 268.7 11.73 4.38 8.98 3.91 .040 .040 .040 .000 __ '.015507 40. 35. 35. 0 20 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 48.79 25.7 48.31 47.13 12.86 10.68 23.54 .02 50.04 25.8 49.70 48.85 48.14 12.16 60.30 .03 52.00 25.8 52.00 52.00 23.73 10.23 33.95 .02 64.10 25.8 64.10 52.10 30.54 4.92 35.46 .32 53.60 25.9 53.80 52.40 18.05 60.85 78.90 02MAY02 13:34:15 PAGE 16 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 23142.84 .00 .00 23142.84 .00 200.00 2 53.015 55.495 3000.000 3010.000 02MAY02 13:34:15 PAGE 17 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 20.56 91.2 .0 81.9 9.2 .00 .00 .01 .01 .000000 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED \«»9302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 24.52 91.2 .7 89.3 1.1 8.88 .01 .02 .01 .000000 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.5 3265.8 5412.7 8.93 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.54 37.04 27.94 if«m^ 8680.0 .0 2466.8 6213.2 k 8.99 .00 .66 1.32 TBj^^^tf .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 26 0 2.02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.02 .00 90.4 5655.0 135.6 .040 .040 .040 2 26 0 7.01 FEET .00 37.03 .03 8.0 3547.8 3518.1 .050 .080 .050 2 17 0 5.04 FEET ELLEA= 39.30 ELREA= .00 37.06 .02 .0 3737.5 4717.1 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .00 .01 36.80 116.6 9.7 32.20 .000 24.40 8.73 .00 656.27 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.23 .00 757.77 790.00 02MAY02 13:34:15 PAGE 18 SEGNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.06 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.06 37.06 28.88 .00 37.09 .02 8680.0 .0 2603.4 6076.6 .0 3359.4 4521.1 9.06 .00 .77 1.34 .000 .100 .050 .000120 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.1 19.6 35.80 .000 25.00 8.93 .00 886.07 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .97 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37. 10 6720.000 8680.0 9.07 .003110 11.47 .0 .00 160. 36.97 8680.0 3.82 160. 29.86 .0 .00 160. .00 .0 .000 4 37.20 2270.9 .100 18 .23 .0 .000 0 .05 237.8 .000 .00 .06 21.6 25.50 223.91 42.10 37.10 9.86 233.77 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .69 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 11.89 37.89 32.71 8680.0 .0 8680.0 .0 9.08 .00 6.92 .00 .011138 240. 240. 240. c .00 38.63 .74 1.28 .16 41.50 .0 1254.1 .0 247.5 22.6 37.20 .000 .100 .000 .000 26.00 5.82 2 11 0 .00 129.18 135.00 02MAY02 13:34:15 PAGE 19 SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 9.09 .006963 DEPTH QLOB VLOB XLOBL .000 SECTION 11.60 .1 .43 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.90 FEET 40.10 9059.9 6.70 250. 35.15 .00 40.80 .0 .2 1352.3 .00 .040 .080 250. 2 11 .70 2.16 .00 .0 255.0 23.4 .000 .000 28.50 0 .00 148.19 40.00 38.20 21.81 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL= VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.99 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 9.34 40.94 31.93 40.94 40.94 .00 .07 89.7 .0 89.7 .0 .0 922.0 .0 257.3 9.35 .00 .10 .00 .000 .025 .000 .000 .000000 100. 90. 70. 2 26 0 .00 .07 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 18 8 . 2 SQ- FT VEXR= 31.60 BW=82.00 STCHL- .OK*CU-YD VEXT= 11.00 STCHR- .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- .010 9.34 40.94 89.7 .0 89.7 9.35 .00 .10 .000000 1. 1. 16.5 125.5 TYPE= 1 TARGET= 31.95 40.94 40.94 .00 .0 .0 860.3 .0 .00 .000 .025 .000 1. 0 24 0 109.000 .00 .00 100000.00 257.4 23.6 100000.00 .000 31.60 16.50 -62.21 109.00 125.50 02MAY02 13:34:15 PAGE 20 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL=22.55 STCHR= ,8K*CU-YD 133.50 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.34 40.94 31.94 40.94 40.94 89.7 .0 89.7 .0 .0 896.5 9.66 .00 .10 .00 .000 .025 .000000 110. 110. 110. 0 21 TARGET=109.000 .00 .0 .000 0 . 00 259.6 .000 -62.21 .00 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 *SECNO 1.110 CHIMP CLSTA= KCAVATION DATA 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 1.110 9.34 40.94 89.7 .0 89.7 9.66 .00 .09 .000000 1. 1. 24.5 133.5 TYPE= 1 TARGET= 31.92 40.94 40.94 .00 .0 .0 958.7 .0 .00 .000 .025 .000 1. 0 23 0 109.000 .00 .00 100000.00 259.6 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.24 40.94 84.2 .0 84.2 9.87 .00 .09 .000000 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 32.02 .0 .01 75. 40.94 .0 . 000 2 40.94 917.0 .025 23 :00 .7 .040 0 .00 261.1 .000 .00 .00 24.1 31.70 118.15 42.00 40.00 30.26 148.41 *SECNO 2.500 3470 ENCROACHMENT STATIONS=1.0 149.0 TYPE=1 TARGET=148.000 PAGE 21 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 2.500 84.2 10.10 000000 9.14 .0 .00 75. 40.94 84.2 .11 90. 32.17 .0 .01 105. 40.94 .0 .000 2 40.94 771.9 .025 26 .00 1.5 .040 0 .00 262.8 .000 .00 .00 24.3 31.80 103.79 42.50 40.00 45.21 149.00 *SECNO 2.900 3470 ENCROACHMENT STATIONS^ IMPROVED CHANNEL 2.900 9.04 40.94 84.2 .0 84.2 10.28 .00 .12 .000000 80. 80. 1.0 149.0 TYPE=TARGET=148.000 32.31 .0 .00 80. 40.94 .0 .000 2 40.94 676.2 .025 27 .00 .0 .000 0 .00 264 .2 .000 .00 .00 24.5 31.90 93 .79 42.00 42.00 44.12 137.90 *SECNO 3.000 3470 ENCROACHMENT STATIONS^ 3.000 8.94 40.94 •"" 84.2 .0 84.2 10.46 .00 .12 .000000 70. 75. 40.0 320.0 TYPE= 1 TARGET= 32.41 40.94 40.94 .00 .0 .0 713.8 .0 .00 .000 .025 .000 80. 2 27 0 280.000 .00 .00 42.00 265.4 24.7 43.00 .000 32.00 182.65 .00 105.49 288.13 CCHV= .100 CEHV= .300 *SECNO 5.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.85 40.94 32.55 40.94 40.94 84.2 .0 84.2 .0 .0 568.4 10.57 .00 .15 .00 .000 .035 .000001 83. 60. 45. 2 27 .00 .0 .000 0 .00 266.3 .000 .00 .00 24.8 32.09 81.92 43.58 43.77 160.14 242.06 *SECNO 5.110 02MAY02 13:34:15 PAGE 22 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 5.110 4.75 40.94 37.00 15. 9 .1 15.0 .8 10.71 .06 .24 .10 .000006 117. 118. 118. *SECNO 310.000 310.000 4.70 40.94 37.14 15.9 .0 15.8 .0 10.81 .00 .22 .05 .000007 79. 80. 80. *SECNO 400.000 400.000 4.45 40.94 37.14 15.9 2.6 13.3 .0 10.92 .16 .28 .04 Vw' .000009 101. 103. 105. *SECNO 580.000 580.000 4.17 40.94 37.45 15.9 .0 15.9 .0 11.10 .00 .32 .00 .000016 204. 202. 203. *SECNO 750.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 750.000 3.47 40.95 38.26 15.9 .0 15.9 .0 11.27 .00 .42 .00 .000035 240. 247. 251. *SECNO 1000.000 1000.000 2.94 40.96 38.61 15.9 .0 15.9 .0 11.37 .00 .52 .00 ^•fc. .000061 197. 197. 198. WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR OF ACCEPTABLE RANGE, KRATIO = .07 40.94 40.94 .00 .00 1.7 63.3 7.7 267.1 .040 .035 .040 .000 2 20 0 .00 40.94 40.94 .00 .00 .0 71.7 1.0 267.3 .000 .035 .040 .000 2 21 0 .00 40.94 40.94 .00 .00 16.1 47.2 .3 267.4 .040 .035 .040 .000 2 17 0 .00 40.94 40.95 .00 .00 .0 50.2 .0 267.7 .000 .035 .000 .000 2 20 0 .00 OF ACCEPTABLE RANGE, KRATIO = .67 40.95 40.95 .00 .01 .0 38.0 .0 267.9 .000 .035 .000 .000 2 21 0 .00 40.96 40.96 .00 .01 .0 30.7 .0 268.1 .000 .035 .000 .000 2 25 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 39.82 25.0 38.62 36.19 9.43 26.32 35.75 .00 41.63 25.0 40.20 36.24 7.35 24.83 32.18 .00 36.99 25.1 40.46 36.49 7.34 21.75 29.09 .00 41.45 25.1 41.04 36.77 10.72 15.72 26.44 .00 41.46 25.2 41.77 37.48 14.90 15.00 29.90 .00 42.14 25.3 42.50 38.02 9.43 12.62 22.05 02MAY02 13:34:15 PAGE 23 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 1230.000 1230.000 3.21 40.97 38.86 40.97 40.98 .00 .02 .00 15.9 .0 15.9 .0 .0 28.2 .0 268.2 25.4 11.49 .00 .56 .00 .000 .035 .000 .000 37.76 .000084 233. 232. 231. 2 22 0 .00 14.58 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .20 3470 ENCROACHMENT STATIONS= .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 1.87 41.01 40.31 41.01 41.05 .04 .06 .01 15.9 .0 15.9 .0 .0 9.6 .0 268.4 25.4 11.53 .00 1.66 .00 .000 .035 .000 .000 39.14 .002048 267. 263. 258. 2 22 0 .00 11.30 SECNO 1810.000 \»»fl85 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.00 42.90 42.90 42.90 43.15 .26 1.74 .06 15.9 .0 15.9 .0 .0 3.9 .0 268.4 25.5 11.55 .00 4.06 .00 .000 .035 .000 .000 41.90 .024186 358. 354. 345. 0 11 0 .00 7.85 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 2100.000 .92 46.95 46.77 46.95 47.07 .12. 3.90 .01 15.9 .0 15.9 .0 .0 5.7 .0 268.4 25.6 11.58 .00 2.76 .00 .000 .035 .000 .000 46.03 .009128 276. 278. 284. 4 19 0 .00 9.91 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.27 2420.000 2.21 48.12 47.23 48.12 48.16 .04 1.08 .01 15.9 .0 15.9 .0 .0 10.1 .0 268.5 25.7 jBIHv, 11.64 .00 1.57 .00 .000 .035 .000 .000 45.91 t .001765 320. 318. 320. 4 14 0 .00 11.27 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.60 43.92 12.34 26.93 43.35 44.40 12.80 24.10 46.10 46.89 86.83 94.68 51.30 47.19 10.17 20.07 52.46 51.72 12.54 23.82 02MAY02 13 :34:15 PAGE 24 SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 2700.000 2700.000 1.51 48.64 48.10 48.64 48.69 .05 .53 15.9 .0 15.9 .0 .0 ' 9.2 .1 268.6 11.68 .00 1.72 .02 .000 .035 .040 .000 .002056 278. 279. 277. 3 18 0 .00 *SECNO 2980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .95 49.80 49.67 49.80 49.92 .12 1.20 15.9 .0 15.9 .0 .0 5.8 .0 268.6 11.71 .00 2.72 .04 .000 .035 .040 .000 .011041 298. 300. 302. 3 11 0 .00 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED »» 2990.000 .51 52.51 52.51 52.51 52.73 .22 2.01 15.9 .7 14.1 1.1 .3 3.6 .5 268.6 11.72 2.08 3.96 2.14 .040 .035 .040 .000 .021393 145. 135. 120. 0 11 o' .00 CCHV= .300 CEHV= .500 *SECNO 3000.000 3000.000 .92 53.02 52.75 53.02 53.16 .14 .40 12.4 .0 12.4 .0 .0 4.1 .0 268.6 11.73 .00 3.03 .00 .000 .040 .000 .000 .011273 30. 25. 32. 3 11 0 .00 CCHV= .100 CEHV= .300 *SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.10 55.50 55.50 55.50 56.71 1.22 .54 1238.0 33.0 1192.0 12.9 7.5 132.8 3.3 268.7 11.73 4.38 8.98 3.91 .040 .040 .040 .000 ^ .015507 40. 35. 35. 0 20 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 48.79 25.7 48.31 47.13 12.86 10.68 23.54 .02 50.04 25.8 49.70 48.85 48.14 12.16 60.30 .03 52.00 25.8 52.00 52.00 23.73 10.23 33.95 .02 64.10 25.8 64.10 52.10 30.54 4.92 35.46 .32 53.60 25.9 53.80 52.40 18.05 60.85 78.90 02MAY02 13:34:15 PAGE 25 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 11571.42 .00 .00 11571.42 .00 200.00 3 53.015 55.495 3000.000 3010.000 c 02MAY02 13:34:15 PAGE 2 6 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XML ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 22.67 3329.3 .0 2992.1 337.2 .00 .00 .40 .33 .000003 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED •»~.~3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 26.30 3329.3 26.1 3262.9 40.3 .24 .29 .58 .30 .000010 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.6 3266.0 5412.5 .29 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.54 37.04 27.94 ^Mfes. 8680.0 .0 2466.7 6213.3 t> .36 .00 .66 1.32 .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 20 0 2 . 02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.03 .01 90.4 5655.5 135.6 .040 .040 .040 2 14 0 7.01 FEET .00 37.04 .03 8.1 3550.6 3520.7 .050 .080 .050 2 17 0 5.04 FEET ELLEA= 39.30 ELREA= .00 37.07 .02 .0 3740.2 4720.7 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .01 .01 36.80 116.6 9.7 32.20 .000 24.40 8.71 .00 656.29 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.22 .00 757.78 790.00 02MAY02 13:34:15 PAGE 27 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.07 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .43 .000120 12.07 .0 .00 300. 37.07 2602.7 .77 300. 28.88 6077.3 1.34 300. .00 .0 .000 2 37.09 3362.0 .100 17 .02 4525.7 .050 0 .03 219.2 .000 .00 .00 19.6 25.00 886.09 41.20 35.80 8.91 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .98 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .44 .003102 11.48 .0 .00 160. 36.98 8680.0 3.82 160. 29.86 .0 .00 160. .00 .0 .000 4 37.21 2272.7 .100 18 .23 .0 .000 0 .05 237.9 .000 .00 .06 21.6 25.50 223.94 42.10 37.10 9.84 233.78 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .70 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .45 .011118 11.90 .0 .00 240. 37.90 8680.0 6.92 240. 32.71 .0 .00 240. .00 .0 .000 2 38.64 1254.8 .100 11 .74 .0 .000 0 1.28 247.6 .000 .00 .15 22.6 26.00 129.19 41.50 37.20 5.81 135.00 02MAY02 13:34:15 PAGE 28 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.90 FEET 7210.000 9060.0 .46 .006957 11.61 .1 .43 250. 40.11 9059.9 6.70 250. 35.15 .0 .00 250. .00 .2 . 040 2 40.80 1352.7 .080 11 .70 .0 .000 0 2.16 255.1 .000 .00 .00 23.4 28.50 148.27 40.00 38.20 21.73 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR=127.97 .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.94 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 9.19 40.79 35.09 40.94 40.99 .19 .13 3184.3 .0 3184.3 .0 .0 907.1 .0 257.4 .47 .00 3.51 .00 .000 .025 .000 .000 .000229 100. 90. 70. 2 17 0 .00 .05 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR. 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS= .010 9.17 40.77 3184.3 .0 3184.3 .47 .00 3.78 .000402 1. 1. 16.5 125.5 TYPE= 1 TARGET- 35.27 40.94 40.99 .22 .0 .0 843.1 .0 .00 .000 .025 .000 1. 2 23 0 109.000 .00 .01 100000.00 257.5 23.6 100000.00 .000 31.60 16.50 -61.09 109.00 125.50 02MAY02 13 :34:15 PAGE 29 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET- 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.24 40.84 35.13 40.94 41.04 .20 .04 3184.3 .0 3184.3 .0 .0 885.9 .0 259.6 .47 .00 3.59 .00 .000 .025 .000 .000 .000352 110. 110. 110. 2 18 0 -61.52 .00 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 •SECNO 1.110 CHIMP CLSTA= XCAVATION DATA 190.0SQ-FT 79.00 CELCH=31.60 BW= . OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 1.110 9.27 40.87 3184.3 .0 3184.3 .47 .00 3.35 .000200 1. 1. 24.5 133.5 TYPE= 1 TARGET- 34.97 40.94 41.04 .17 .0 .0 950.6 .0 .00 .000 .025 .000 1. 2 18 0 109.000 .00 .00 100000.00 259.7 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.23 40.93 2634.3 .0 2634.1 .48 .00 2.88 .000157 70. 70. 149.4 TYPE-TARGET-148.400 34.83 .2 .25 75. 40.94 .0 .000 2 41.06 915.7 .025 17 .13 .6 .040 0 .01 261.2 .000 .00 .00 24.1 31.70 118.11 42.00 40.00 30.29 148.39 *SECNO 2.500 3470 ENCROACHMENT STATIONS-1.0 149.0 TYPE-1 TARGET=148.000 02MAY02 13:34:15 PAGE 3 0 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL 2.500 9.11 2634.3 .0 .49 .00 .000234 75. *SECNO 2.900 CWSEL QCH VCH XLCH 40. 91 2633.8 3.43 90. 3470 ENCROACHMENT STATIONS= CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QROB ALOB ACH AROB VOL TWA R-BANK ELEV VROB XNL XNCH XNR WTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 35.32 40.94 41.09 .18 .02 .02 42.50 .5 .0 768.6 1.4 262.9 24.3 40.00 .36 .000 .025 .040 .000 31.80 45.27 105. 2 18 0 .00 103.73 149.00 1.0 149.0 TYPE= 1 TARGET= 148.000 IMPROVED CHANNEL 2.900 8.99 2634.3 .0 .49 .00 .000333 80. *SECNO 3.000 40.89 2634.3 3.92 80. 3470 ENCROACHMENT STATIONS = 3.000 8.95 2634.3 .0 .50 .00 .000314 70. 40.95 2634.3 3.69 75. 35.82 40.94 41.13 .24 .02 .02 42.00 .0 .0 671.5 .0 264.2 24.5 42.00 .00 .000 .025 .000 .000 31.90 44.22 80. 2 14 0 .00 93.59 137.80 40.0 320.0 TYPE= 1 TARGET^ 280.000 35.93 40.94 41.16 .21 .02 .00 42.00 .0 .0 714.3 .0 265.4 24.7 43.00 .00 .000 .025 .000 .000 32.00 182.63 80. 2 14 0 .00 105.51 288.15 CCHV= .100 CEHV= .300 *SECNO 5.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .57 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.80 40.89 36.43 40.94 41.23 2634.3 .0 2634.3 .0 .0 564.1 .50 .00 4.67 .00 .000 .035 .000983 83. 60. 45. 2 11 .34 .0 .000 0 .03 266.3 .000 .00 .04 24.8 32.09 81.71 43.58 43.77 160.24 241.96 *SECNO 5.110 02MAY02 13 :34:15 PAGE 31 SECNO DEPTH CWSELr1 Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3302 WARNING: CONVEYANCE CHANGE 5.110 5.17 41.36 15.9 .2 14.7 .67 .06 .21 .000004 117. 118. *SECNO 310.000 310.000 5.12 41.36 15.9 .0 15.7 .78 .00 .19 .000005 79. 80. *SECNO 400.000 400.000 4.87 41.36 15.9 2.8 13.0 .91 .14 .25 f .000006 101. 103. *SECNO 580.000 580.000 4.59 41.36 15.9 .0 15.9 1.11 .00 .28 .000011 204. 202. *SECNO 750.000 3302 WARNING: CONVEYANCE CHANGE 750.000 3.88 41.36 15.9 .0 15.9 1.30 .00 .36 .000023 240. 247. *SECNO 1000.000 1000.000 3.35 41.37 15.9 .0 15.9 1.42 .00 .44 ^ .000039 197. 197. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XML XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .09 37.00 40.94 41.36 .00 .10 1.0 3.1 70.3 10.7 267.2 .09 .040 .035 .040 .000 118. 2 20 0 .00 37.14 40.94 41.36 .00 .00 .1 .0 81.0 2.5 267.3 .05 .000 .035 .040 .000 80. 2 21 0 .00 37.15 40.94 41.36 .00 .00 .1 19.7 52.4 1.0 267.5 .05 .040 .035 .040 .000 105. 2 14 0 .00 37.45 40.94 41.36 .00 .00 .0 .0 56.9 .2 267.8 .03 .000 .035 .040 .000 203. 2 17 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 38.26 40.95 41.37 .00 .00 .0 .0 44.3 .0 268. 1 .00 .000 .035 .000 .000 251. 2 25 0 .00 38.61 40.96 41.37 .00 .01 .0 .0 36.0 .0 268.3 .00 .000 .035 .000 .000 198. 2 20 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST } .03 39.82 25.0 38.62 36.19 8.32 28.62 36.94 .00 41.63 25.0 40.20 36.24 6.90 26.84 33.74 .00 36.99 25.1 40.46 36.49 6.48 23.63 30.12 .00 41.45 25.2 41.04 36.77 10.37 17.09 27.46 .00 41.46 25.3 41.77 37.48 14.49 15.71 30.20 .00 42.14 25.3 42.50 38.02 9.21 13.09 22.31 02MAY02 13:34:15 PAGE 32 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1230.000 1230.000 3.62 15.9 .0 1.56 .00 .000048 233. 41.38 15.9 .46 232. 38.86 .0 .00 231. 40. 97 .0 .000 2 41.38 34.3 .035 17 .00 .0 .000 0 .01 268.5 .000 .00 .00 25.4 37.76 15.49 43.60 43.92 11.77 27.25 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.27 3470 ENCROACHMENT STATIONS- 1470.000 2.26 41.40 15.9 .0 15.9 1.63 .00 1.11 .000640 267. 263. .1 250.1 TYPE= 1 TARGET- 40.31 41.01 41.42 .02 .0 .0 14.3 .0 .00 .000 .035 .000 258. 2 17 0 250.000 .03 .00 268.6 25.5 .000 39.14 .00 12.41 43.35 44 .40 12.13 24.55 5ECNO 1810.000 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.00 42.90 15". 9 .0 15.9 1.65 .00 4.06 .024229 358. 354. 42.90 .0 .00 345. 42.90 .0 .000 0 43.15 3.9 .035 18 .26 .0 .000 0 .67 268.7 .000 .00 .07 25.6 41.90 7.85 46.10 46.89 86.83 94.68 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.63 2100.000 15.9 1.68 .009118 .92 .0 .00 276. 46.95 15.9 2.76 278. 46.77 .0 .00 284. 46.95 .0 .000 4 47.07 5.8 .035 19 .12 .0 .000 0 3.90 268.7 .000 .00 .01 25.6 46.03 9.91 51.30 47.19 10.17 20.08 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.27 2420.000 ^^w 15.9 1.74 .001765 2.21 .0 .00 320. 48.12 15.9 1.57 318. 47.23 .0 .00 320. 48.12 .0 .000 4 48.16 10.1 .035 14 .04 .0 .000 0 1.08 268.8 .000 .00 .01 25.7 45.91 11.27 52.46 51.72 12.54 23 .82 02MAY02 13:34:15 PAGE 33 SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 2700.000 2700.000 1.51 48.64 48.10 48.64 48.69 .05 .53 15.9 .0 15.9 .0 .0 9.2 .1 268.8 1.78 .00 1.72 .02 .000 .035 .040 .000 .002057 278. 279. 277. 3 18 0 .00 *SECNO 2980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .95 49.80 49.67 49.80 49.92 .12 1.20 15.9 .0 15.9 .0 .0 5.8 .0 268.9 1.81 .00 2.72 .04 .000 .035 .040 .000 .011041 298. 300. 302. 3 11 0 .00 *SECNO 2990.000 ^7185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED ^•W'* 2990.000 .51 52.51 52.51 52.51 52.73 .22 2.01 15.9 .7 14.1 1.1 .3 3.6 .5 268.9 1.82 2.08 3.96 2.14 .040 .035 .040 .000 .021388 145. 135. 120. 0 11 0 .00 CCHV= .300 CEHV= .500 *SECNO 3000.000 3000.000 .92 53.02 52.75 53.02 53.16 .14 .40 12.4 .0 12.4 .0 .0 4.1 .0 268.9 1.82 .00 3.03 .00 .000 .040 .000 .000 .011275 30. 25. 32. 3 11 0 .00 CCHV= .100 CEHV= .300 *SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.10 55.50 55.50 55.50 56.71 1.22 .54 1238.0 33.0 1192.0 12.9 7.5 132.8 3.3 269.0 1.83 4.38 8.98 3.91 .040 .040 .040 .000 C . 015507 40. 35. 35. 0 20 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 48.79 25.8 48.31 47.13 12.86 10.68 23.54 .02 50.04 25.8 49.70 48.85 48.14 12.16 60.30 .03 52.00 25.9 52.00 52.00 23.73 10.23 33.95 .02 64.10 25.9 64.10 52.10 30.54 4.92 35.46 .32 53.60 25.9 53.80 52.40 18.05 60.85 78.90 02MAY02 13:34:15 PAGE 34 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 5785.71 .00 .00 5785.71 .00 200.00 4 53.015 55,495 3000.000 3010.000 02MAY02 13:34:15 PAGE 35 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.42 6222.1 .0 5592.0 630.1 .00 .00 .74 .61 .000011 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED ^**"*$302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.06 6222.1 48.8 6098.0 75.4 .13 .54 1.08 .56 .000033 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.63 37.03 28.67 8680.0 1.6 3266.3 5412.1 .18 .19 .92 1.54 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.56 37.06 27.94 jJpHfc, 8680.0 .0 2466.5 6213.5 ^ _,. .24 .00 .66 1.31 .000078 260. 260. 260. 37.02 37.03 .01 .0 7545.0 1031.8 .000 .040 .040 0 11 0 2.02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.04 .02 90.5 5656.7 135.7 .040 .040 .040 2 25 0 7.03 FEET .00 37.06 .03 8.4 3555.6 3525.4 .050 .080 .050 2 17 0 5.06 FEET ELLEA= 39.30 ELREA= .00 37.08 .02 .0 3745.1 4727.2 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .01 .00 30.00 83 .0 6.5 30. 00 .000 24.00 .00 .00 550.00 550.00 .01 .00 36.80 116.6 9.7 32.20 .000 24.40 8.66 .00 656.34 665.00 34.10 .02 .00 39.30 163.1 13.9 34.10 .000 24.50 32.19 .00 757.81 790.00 02MAY02 13:34:15 PAGE 3 6 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.09 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .31 .000119 12.09 .0 .00 300. 37.09 2601.4 .77 300. 28 .88 6078.6 1.34 300. .00 .0 .000 2 37.11 3366.8 .100 17 .02 4534.2 .050 0 .03 219.4 .000 .00 .00 19.6 25.00 886.12 41.20 35.80 8.88 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.00 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA= 6720.000 8680.0 .33 .003088 11.50 .0 .00 160. 37.00 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.22 2276.1 .100 18 .23 .0 .000 0 .05 238.1 .000 .00 .06 21.6 25.50 224.00 42.10 37.10 9.81 233.81 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .71 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .33 .011082 11.91 .0 .00 240. 37.91 8680.0 6.91 240. 32.71 .0 .00 240. .00 .0 .000 2 38.65 1256.2 .100 11 .74 .0 .000 0 1.27 247.9 .000 .00 .15 22.6 26.00 129.21 41.50 37.20 5.79 135.00 13:34:15 PAGE 37 SECNO Q TIME SLOPE * SECNO 7210 3280 CROSS 7210.000 9060.0 .35 .006946 DEPTH QLOB VLOB XLOBL .000 SECTION 11.61 .1 .45 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.11 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1353.3 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.3 23.4 .000 .000 28.50 0 .00 148.41 40.00 38.20 21.59 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR. .OK*CU-YD 127.97 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.74 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE. DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.67 40.27 36.87 40.79 6077.1 .0 6077.1 .0 .0 .35 .00 7.15 .00 .000 .001027 100. 90. 70. 3 TARGET=109.000 41 .07 849.5 .025 14 .79 .0 .000 0 .23 257.6 .000 .00 .03 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL=11.00 STCHR= .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 16.5 .010 8.57 40.17 37.13 6077.1 .0 6077.1 .0 .35 .00 7.77 .00 .001814 1. 1. 1. 125.5 TYPE= 1 TARGET- 40.77 41.11 .94 .0 781.7 .0 .000 2 .025 12 .000 0 109.000 .00 .04 100000.00 257.6 23.6 100000.00 .000 31.60 16.50 -57.10 109.00 125.50 c 02MAY02 13:34:15 PAGE 3 8 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS^ 24.5 133.5 TYPE= UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.91 40.51 36.96 40.84 6077.1 .0 6077.1 .0 .0 .35 .00 7.12 .00 .000 .001424 110. 110. 110. 2 TARGET-109.000 41.30 853.1 .025 9 .79 .0 .000 0 .18 259.7 .000 -59.39 .02 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 *SECNO 1.110 CHIMP CLSTA= XCAVATION DATA "AEX= 190.0SQ-FT 79.00 CELCH=31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 1.110 9.05 40.65 6077.1 .0 6077.1 .35 .00 6.56 .000789 1. 1. 24.5 133.5 TYPE= 1 TARGET- 36.71 40.87 41.32 .67 .0 .0 926.8 .0 .00 .000 .025 .000 1. 2 11 0 109.000 .00 .01 100000.00 259.7 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 •SEGNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2 .000 9.09 . 40.79 5527.1 .0 5526.9 .36 .00 6.14 .000731 70. 70. 1.0 149.4 TYPE=TARGET=148.400 36.74 .2 .48 75. 40.93 .0 .000 2 41.38 899.5 .025 11 .59 .5 .040 0 .05 261.2 .000 .00 .01 24 .1 31.70 117.60 42.00 40.00 30.58 148.19 *SECNO 2.500 3470 ENCROACHMENT STATIONS-1.0 149.0 TYPE=1 TARGET-148.000 02MAY02 13:34:15 PAGE 39 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 2.500 5527.1 .36 001131 8.89 .0 .00 75. 40.69 5526.6 7.41 90. 37.44 .5 .60 105. 40.91 .0 .000 2 41.54 746.2 .025 14 .85 .8 .040 0 .08 262 . 9 .000 .00 .08 24 .3 31.80 103.14 42.50 40.00 45.73 148.87 *SECNO 2.900 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.69 40.59 5527.1 .0 5527.1 .36 .00 8.59 .001658 80. 80. 1.0 149.0 TYPE=TARGET=148.000 38.10 .0 .00 80. 40.89 .0 .000 2 41.73 643.5 .025 19 1.15 .0 .000 0 .11 264.2 .000 .00 .09 24.5 31.90 92.39 42.00 42.00 44.82 137.21 *SECNO 3.000 3470 ENCROACHMENT STATIONS" 3.000 8.94 40.94 5527.1 .0 5527.1 .36 .00 7.74 .001387 70. 75. 40.0 320.0 TYPE= 1 TARGET= 38.07 40.95 41.87 .93 .0 .0 713.7 .0 .00 .000 .025 .000 80. 2 19 0 280.000 .11 .02 42.00 265.3 24.7 43.00 .000 32.00 182.65 .00 105.48 288.13 CCHV= .100 CEHV= .300 *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.51 40.60 38.91 40.89 42.22 5527.1 .0 5527.1 .0 .0 541.0 .37 .00 10.22 .00 .000 .035 .004876 83. 60. 45. 2 15 1.62 .0 .000 0 .14 266.2 .000 .00 .21 24.8 32.09 80.58 43.58 43.77 160.81 241.39 c 02MAY02 13:34:15 PAGE 40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID •SECNO 5.110 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .17 5.110 6.61 42.80 37.00 41.36 42.80 .00 .42 .16 15.9 .6 13.5 1.7 11.8 94.4 25.0 267.1 25.0 .62 .05 .14 .07 .040 .035 .040 .000 36.19 .000001 117. 118. 118. 2 24 0 .00 36.57 •SECNO 310.000 310.000 6.56 42.80 37.15 41.36 42.80 .00 .00 .00 15.9 .0 15.2 .6 1.7 113.8 12.7 267.3 25.0 .79 .03 .13 .05 .040 .035 .040 .000 36.24 .000001 79. 80. 80. 2 17 0 .00 35.44 "•SECNO 400.000 400.000 6.31 42.80 37.14 41.36 42.80 .00 .00 .00 15.9 3.4 12.1 .4 34.8 70.3 6.8 267.6 25.1 .97 .10 .17 .05 .040 .035 .040 .000 36.49 .000002 101. 103. 105. 2 24 0 .00 30.17 •SECNO 580.000 580.000 6.03 42.80 37.45 41.36 42.80 .00 .00 .00 15.9 .3 15.3 .3 5.1 80.2 4.7 268.1 25.2 1.28 .06 .19 .06 .040 .035 .040 .000 36.77 .000003 204. 202. 203. 2 24 0 .00 27.51 •SECNO 750.000 750.000 5.32 42.80 38.26 41.36 42.80 .00 .00 .00 15.9 .6 15.2 .1 6.8 67.4 1.4 268.6 25.4 1.59 .09 .23 .05 .040 .035 .040 .000 37.48 .000005 240. 247. 251. 2 17 0 .00 25.86 •SECNO 1000.000 1000.000 4.78 42.80 38.62 41.37 42.80 .00 .00 .00 15.9 .0 15.9 .0 .5 55.8 .1 268.9 25.5 •K 1.78 .05 .28 .00 .040 .035 .040 .000 38.02 > .000011 197. 197. 198. 2 20 0 .00 16.18 L-BANK ELEV R-BANK ELEV SSTA ENDST 39.82 38.62 4.50 41.07 41.63 40.20 3.71 39.14 36.99 40.46 3.51 33.68 41.45 41.04 4.27 31.78 41.46 41.77 7.33 33.19 42.14 42.50 7.36 23.55 02MAY02 13:34:15 PAGE 41 k-^j SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOE ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 1230.000 1230.000 5.05 42.81 38.86 41.38 42.81 .00 .00 .00 15.9 .0 15.9 .0 .0 58.7 .0 269.2 25.6 2.02 .00 .27 .00 .000 .035 .000 .000 37.76 .000011 233. 232. 231. 2 17 0 .00 18.67 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .45 3470 ENCROACHMENT STATIONS= .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 3.67 42.81 40.31 41.40 42.81 .00 .01 .00 15.9 .0 15.9 .0 .0 32.8 .0 269.4 25.7 2.17 .00 .48 .00 .000 .035 .000 .000 39.14 .000053 267. 263. 258. 2 17 0 .00 13.92 SECNO 1810.000 '"•0—-7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.00 42.90 42.90 42.90 43.15 .25 .07 .08 15.9 .0 15.9 .0 .0 3.9 .0 269.6 25.8 2.19 .00 4.05 .00 .000 .035 .000 .000 41.90 .024055 358. 354. 345. 0 14 0 .00 7.86 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 2100.000 .92 46.95 46.77 46.95 47.06 .12 3.90 .01 15.9 .0 15.9 .0 .0 5.7 .0 269.6 25.8 2.22 .00 2.77 .00 .000 .035 .000 .000 46.03 .009158 276. 278. 284. 4 19 0 .00 9.91 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.28 2420.000 2.21 48.12 47.23 48.12 48.16 .04 1.08 .01 15.9 .0 15.9 .0 .0 10.1 .0 269.7 25.9 ^••V. 2.28 .00 1.57 .00 .000 .035 .000 .000 45.91 L, .001764 320. 318. 320. 4 14 0 .00 11.28 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.60 43.92 9.73 28.40 43.35 44 .40 11.31 25.23 46.10 46.89 86.83 94.69 51.30 47.19 10.17 20.07 52.46 51.72 12.54 23.82 02MAY02 13:34:15 PAGE 42 <r* SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 2700.000 2700.000 1.51 48.64 48.10 48.64 48.69 .05 .53 .00 15.9 .0 15.9 .0 .0 9.2 .1 269.7 26.0 2.32 .00 1.72 .02 .000 .035 .040 .000 47.13 .002056 278. 279. 277. 3 18 0 .00 10.68 *SECNO 2980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .95 49.80 49.67 49.80 49.92 .12 1.20 .02 15.9 .0 15.9 .0 .0 5.8 .0 269.8 26.0 2.35 .00 2.72 .04 .000 .035 .040 .000 48.85 .011043 298. 300. 302. 3 11 0 .00 12.16 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED ~ 2990.000 .51 52.51 52.51 52.51 52.73 .22 2.01 .03 15.9 .7 14.1 1.1 .3 3.6 .5 269.8 26.1 2.36 2.08 3.96 2.14 .040 .035 .040 .000 52.00 .021387 145. 135. 120. 0 11 0 .00 10.23 CCHV= .300 CEHV= .500 *SECNO 3000.000 3000.000 .92 53.02 52.75 53.02 53.16 .14 .40 .02 12.4 .0 12.4 .0 .0 . 4.1 .0 269.8 26.1 2.37 .00 3.03 .00 .000 .040 .000 .000 52.10 .011275 30. 25. 32. 3 11 0 .00 4.92 CCHV= .100 CEHV= .300 •SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.10 55.50 55.50 55.50 56.71 1.22 .54 .32 1238.0 33.0 1192.0 12.9 7.5 132.8 3.3 269.9 26.1 2.37 4.38 8.98 3.91 .040 .040 .040 .000 52.40 •s, .015507 40. 35. 35. 0 20 0 .00 60.85 L-BANK ELEV R-BANK ELEV SSTA ENDST 48.79 48.31 12.86 23.54 50.04 49.70 48.14 60.30 52.00 52 .00 23.73 33.95 64.10 64.10 30.54 35.46 53.60 53.80 18.05 78.90 02MAY02 13:34:15 PAGE 43 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 2892.85 .00 .00 2892.85 .00 200.00 5 53.015 55.495 3000.000 3010.000 02MAY02 13:34:15 PAGE SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF I CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.59 7668.6 .0 6892.0 776.6 .00 .00 .91 .75 .000017 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED Xl»->""3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.35 7668.6 60.1 7515.5 93.0 .11 .66 1.33 .68 .000050 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.64 37.04 28.67 8680.0 1.7 3266.5 5411.8 .15 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.57 37.07 27.94 ,40**,. 8680.0 .0 2466.4 6213.6 i^,) .22 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.03 .01 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.05 .03 90.5 5657.7 135.8 .040 .040 .040 2 25 0 7 . 04 FEET .00 37.07 .03 8.5 3558.9 3528.5 .050 .080 .050 2 17 0 5.07 FEET , ELLEA= 39.30 ELREA= .00 37.09 .02 .0 3748.5 4731.6 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .01 .00 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.6 9.7 32.20 .000 24.40 8.63 .00 656.37 665.00 34.10 .02 .00 39.30 163.1 13.9 34.10 .000 24.50 32.17 .00 757.83 790.00 02MAY02 13:34:15 PAGE 45 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .29 .000119 12 .10 .0 .00 300. 37.10 2600.6 .77 300. 28.88 6079.4 1.34 300. .00 .0 .000 2 37.12 3370.1 . 100 17 .02 4539.9 .050 0 .03 219.6 .000 .00 .00 19.6 25.00 886.14 41.20 35.80 8.86 895.00 •SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.01 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 195 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .30 .003078 11.51 .0 .00 160. 37.01 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.23 2278.4 . 100 18 .23 .0 .000 0 .05 238.3 .000 .00 .06 21.6 25.50 224.04 42.10 37.10 9.79 233.83 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 8680.0 .31 .011057 11.91 .0 .00 240. 37.91 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.65 1257.1 .100 11 .74 .0 .000 0 1.27 248.0 .000 .00 .15 22.6 26.00 129.22 41.50 37.20 5.78 135.00 02MAY02 13:34:15 PAGE 46 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .32 .006939 DEPTH QLOB VLOB XLOBL .000 SECTION 11.61 .1 .45 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.11 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1353.8 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.5 23.4 .000 .000 28.50 0 .00 148.50 40.00 38.20 21.50 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= . OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.64 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.38 39.98 37.62 40.27 41.29 7523.6 .0 7523.6 .0 .0 818.1 .32 .00 9.20 .00 .000 .025 .001773 100. 90. 70. 3 11 TARGET=109.000 1.31 .0 .000 0 .30 257.7 .000 .00 .19 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS^ .010 8.18 39.78 7523.6 .0 7523.6 .32 .00 10.14 .003225 1. 1. 16.5 125.5 TYPE= 1 TARGET= 37.92 40.17 41.38 1.60 .0 .0 742.0 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .08 100000.00 257.8 23.6 100000.00 .000 31.60 16.50 -54.52 109.00 125.50 02MAY02 13:34:15 PAGE 47 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH- 31.60 BW- 87.00 STCHL= 22.55 STCHR= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD VEXT= .8K*CU-YD 133.50 3370 NORMAL BRIDGE, NRD- 18 MIN ELTRD- 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.89 40.49 37.69 40.51 41.71 1.21 .29 7523.6 .0 7523.6 .0 .0 850.7 .0 259.8 .33 .00 8.84 .00 .000 .025 .000 .000 .002200 110. 110. 110. 3 12 0 -59.23 .04 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 •SECNO 1.110 CHIMP CLSTA- CAVATION DATA - 190.0SQ-FT 79.00 CELCH- VEXR= 31.60 BW- . OK*CU-YD 87.00 STCHL= VEXT- 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 1.110 9.13 40.73 7523.6 .0 7523.6 .33 .00 8.04 .001175 1. 1. 24.5 133.5 TYPE= I TARGET- 37.41 40.65 41.73 1.00 .0 .0 935.6 .0 .00 .000 .025 .000 1. 2 14 0 109.000 .00 .02 100000.00 259.8 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.22 40.92 6973.6 .0 6973.2 .33 .00 7.63 .001105 70. 70. 1.0 149.4 TYPE=TARGET-148.400 37.54 .4 .65 75. 40.79 .0 .000 2 41.82 914.5 .025 14 .90 .6 .040 0 .08 261.3 .000 .00 .01 24.1 31.70 118.07 42.00 40.00 30.31 148.38 *SECNO 2.500 3470 ENCROACHMENT STATIONS-1.0 149.0 TYPE=TARGET=148.000 /***"*• 02MAY02 13:34:15 PAGE 48 SECNO Q TIME SLOPE 2.500 6973.6 .33 .001760 DEPTH QLOB VLOB XLOBL 8.94 .0 .00 75. CWSEL QCH VCH XLCH 40.74 6972.8 9.28 90. CRIWS QROB VROB XLOBR 38.35 .8 .79 105. WSELK ALOB XNL ITRIAL 40.69 . 0 .000 2 EG ACH XNCH IDC 42.08 751.7 .025 15 HV HL AROB VOL XNR WTN ICONT CORAR 1.34 .12 1.0 263.0 .040 .000 0 .00 OLOSS TWA ELMIN TOPWID .13 24.3 31.80 103.38 L-BANK R-BANK SSTA ENDST 42.50 40.00 45.62 149.00 ELEV ELEV *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.66 40.56 6973.6 .0 6973.6 .33 .00 10.88 .002669 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.03 .0 .00 80. 40.59 .0 .000 2 42 .40 641.0 .025 15 1.84 .0 .000 0 .17 264.3 .000 .00 . 15 24.5 31.90 92.28 42.00 42.00 44.87 137.15 SECNO 3.000 3470 ENCROACHMENT STATIONS = 3.000 ' 9.27 41.27 6973.6 .0 6973.6 .34 .00 9.32 .001927 70. 75. 40.0 320.0 TYPE= 1 TARGET= 39.00 40.94 42.62 1.35 .0 .0 748.1 .0 .00 .000 .025 .000 80. 3 15 0 280.000 .17 .05 265.5 24.7 .000 32.00 .00 107.06 42.00 43.00 181.84 288.90 CCHV= .100 CEHV= .300 •SECNO 5.100 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.53 40.62 39.93 40.60 43.19 6973.6 .0 6973.6 .0 .0 542.5 .34 .00 12.85 .00 .000 .035 .007701 83. 60. 45. 3 9c 2.57 .0 .000 0 .21 266.4 .000 .00 .36 24.8 32.09 80.65 43.58 43.77 160.78 241.42 02MAY02 13:34:15 PAGE 49 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .52 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.26 5.110 141.6 .38 .000049 *SECNO 310 3280 CROSS 310.000 141.6 .40 .000048 *SECNO 400 400.000 141.6 .43 .000070 *SECNO 580, 580.000 141.6 .48 .000105 *SECNO 750. 750.000 141.6 .53 .000152 7.84 9.5 .41 117. .000 SECTION 7.79 2 .0 .28 79. .000 7.54 34.3 .67 101. .000 7.28 8.1 .56 204. 000 6.59 12.5 .71 240. 44.03 38.35 111.2 20.8 .97 .50 118. 118. 310.00 EXTENDED 44.03 38.44 128.7 10.9 .91 .40 80. 80. 44.03 38.51 100.4 6.9 1.17 .43 103. 105. 44.05 38.79 126.9 6.5 1.26 .48 202. 203. 44.07 39.64 125.7 3.3 1.43 .48 247. 251. 42.80 23.4 .040 2 .20 FEET 42.80 7. 1 .040 2 42 .80 51.2 .040 2 42.80 14.4 .040 2 42.80 17.6 .040 2 44.04 114.9 .035 11 44.04 141.9 .035 14 44.05 85.6 .035 14 44.07 100.4 .035 14 44.10 87.9 .035 17 .01 41.5 .040 0 .01 27.4 .040 0 .02 15.8 .040 0 .02 13.6 .040 0 .03 6.9 .040 0 .60 267.3 .000 .00 .00 267.7 .000 .00 .01 268.1 .000 .00 .02 268.7 .000 .00 .03 269.4 .000 .00 .26 25.0 36.19 41.85 .00 25.0 36.24 42.34 .00 25.1 36.49 35.76 .00 25.3 36.77 34.05 .00 25.5 37.48 32.09 39 38. 1 43 41 40. 43 36 40 36. 41. 41. 1. 35 41. 41. 4. 36. .82 .62 .25 .10 .63 .20 .66 .00 .99 .46 .96 .72 .45 .04 .47 .52 .46 .77 .42 51 02MAY02 13:34:15 PAGE 50 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1000.000 1000.000 6.08 141.6 2.5 .56 .60 .000309 197. 44.10 137.9 1.86 197. 40.01 1.2 .51 198 . 42.80 4.2 .040 2 44.15 74.2 .035 17 .05 2.3 .040 0 .04 269.8 .000 .00 .01 25.6 38.02 21.33 42.14 42.50 4.55 25.89 *SECNO 1230.000 1230.000 6.42 141.6 .1 .60 .26 .000281 233. 44.18 141.5 1.64 232. 40.38 .0 .16 231. 42 .81 .4 .040 2 44.22 86.2 .035 18 .04 .1 .040 0 .07 270.3 .000 .00 .00 25.7 37.76 22.97 43.60 43.92 7.29 30.26 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 470 ENCROACHMENT STATIONS= 1470.000 5.12 44.26 141.6 .8 140.8 .63 .65 2.61 .000938 267. 263. .1 250.1 TYPE= 1 TARGET= 41.84 42.81 44.36 .11 .0 1.2 53.9 .0 .00 .040 .035 .000 258. 2 18 0 250.000 .12 .02 43.35 270.7 25.9 44.40 .000 39.14 8.40 .00 17.54 25.93 *SECNO 1810.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1810.000 141.6 .65 .005623 2.90 .0 .00 358. 44.80 141.6 4.32 354. 44.23 .0 .00 345. 42.90 .0 .000 3 45.09 32.8 .035 18 .29 .0 .000 0 .67 271.1 .000 .00 .06 26.0 41.90 19.53 46.10 46.89 79.15 98.69 *SECNO 2100.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 2.15 48.18 141.6 .0 138.3 .66 .00 7.03 .015590 276. 278. 48.18 3.3 2.75 284. 46.95 .0 .000 0 48.93 19.7 .035 15 .75 1.2 .040 0 2.44 271.2 .000 .00 .14 26.1 46.03 14.47 51.30 47.19 8.87 23.35 02MAY02 13:34:15 PAGE 51 SECNO Q TIME SLOPE *SECNO 2420. DEPTH CWSEL CRIWS WSELK EG HV HL QLOB QCH QROB ALOE ACH AROB VOL VLOB VCH VROB XNL XNCH XNR WTN XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 000 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING 2420.000 141.6 .69 .002317 *SECNO 2700. 2700.000 141.6 .71 .002018 ^SECNO 2980. 2980.000 141.6 .73 .003597 *SECNO 2990. 7185 MINIMUM : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.59 4.43 50.34 48.91 48.12 50.52 .18 1.54 .0 141.6 .0 .0 41.3 .0 271.5 .00 3.42 .00 .000 .035 .000 .000 320. 318. 320. 3 14 0 .00 000 3.79 50.92 49.56 48.64 51.14 .22 .60 5.4 128.6 7.5 3.5 32.8 4.4 271.7 1.55 3.92 1.71 .040 .035 .040 .000 278. 279. 277. 3 11 0 .00 000 2.81 51.66 50.86 49.80 51.95 .29 .79 1.3 137.1 3.2 .9 31.5 1.8 272.0 1.34 4.36 1.72 .040 .035 .040 .000 298. 300. 302. 3 11 0 .00 000 SPECIFIC ENERGY .06 52.46 26.2 51.72 45.91 9.80 16.32 26.11 .01 48.79 26.3 48.31 47.13 9.41 17.08 26.49 .02 50.04 26.4 4~9.70 48.85 45.15 16.93 62.08 3720 CRITICAL DEPTH ASSUMED 2990.000 141.6 .73 .013687 1.86 53.86 53.86 52.51 54.54 .68 .84 17.0 97.7 26.8 4.3 13.0 6.6 272.1 3.94 7.51 4.05 .040 .035 .040 .000 145. 135. 120. 0 14 0 .00 .12 52.00 26.5 52.00 52.00 20.35 18.77 39.13 CCHV= .300 CEHV= .500 *SECNO 3000.000 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 52 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.60 3000.000 12.4 .74 .000291 2.80 .0 .00 30. 54.90 12.4 .82 25. 52.75 .0 .00 32. 53 .02 .0 .000 2 54.91 15.1 .040 22 .01 .0 .000 0 .16 272.1 .000 .00 .20 26.5 52.10 6.80 64.10 64.10 29.60 36.40 CCHV= .100 CEHV= .300 *SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.09 55.49 1238.0 32.8 1192.4 .74 4.39 9.01 '%- .015693 40. 35. 55.49 12 .8 3.92 35. 55.50 7.5 .040 0 56.71 132.3 .040 8 1.22 3.3 .040 0 .49 272 .1 .000 .00 .36 26.5 52.40 60.79 53.60 53.80 18.09 78.88 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ 1446.43 .00 .00 1446.43 TCQ TABER 200.00 DSWS USWS DSSNO USSNO 54.896 55.486 3000.000 3010.000 02MAY02 13:34:15 PAGE 53 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.72 8391.8 .0 7541.9 849.9 .00 .00 1.00 .82 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED \WHJ302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.49 8391.8 65.8 8224.2 101.8 .10 .73 1.45 .75 .000060 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 jf***. 8680.0 .0 2466.4 6213.6 L, .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.07 .03 8.7 3561.5 3531.0 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.0 4734.9 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 54 f SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.10 37.10 28.88 .00 37.13 .02 8680.0 .0 2600.0 6080.0 .0 3372.5 4544.2 .28 .00 .77 1.34 .000 .100 .050 .000119 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.84 .00 886.16 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003071 11.52 .0 .00 160. 37.02 8680.0 3 .81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.1 .100 18 .23 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42 .10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 8680.0 .30 .011039 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.8 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 55 f SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006933 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.57 40.00 38.20 21.43 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW= 82.00 STCHL= 11.00 STCHR= .OK*CU-YD VEXT= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.18 39.78 37.98 39.98 8246.8 .0 8246.8 .0 .0 .31 .00 10.35 .00 .000 .002312 100. 90. 70. 3 109.000 41.44 797.1 .025 11 1.66 .0 .000 0 .34 257.8 .000 .00 .29 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 'SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS' 16.5 .010 7.89 39.49 38.28 8246.8 .0 8246.8 .0 .31 .00 11.58 .00 .004355 1. 1. 1. 125.5 TYPE= 1 TARGET- 39.78 41.57 2.08 .0 712.4 .0 .000 .025 .000 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.59 109.00 125.50 02MAY02 13:34:15 PAGE 56 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=,8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE. UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.96 40.56 38.02 40.49 8246.8 .0 8246.8 .0 .0 .32 .00 9.62 .00 .000 .002588 110. 110. 110. 3 TARGET=109.000 42 .00 857.1 .025 15 1.44 .0 .000 0 .36 259.8 .000 -59.65 .06 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= . OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 24.5 1.110 9.26 40.86 37.75 8246.8 .0 * 8246.8 .0 .32 .00 8.68 .00 .001345 1. 1. 1. 133.5 TYPE= 1 TARGET- 40.73 42.03 1.17 .0 950.0 .0 .000 .025 .000 2 14 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.37 41.07 7696.8 .0 7696.1 .32 .00 8.25 .001266 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 37.91 .7 .77 75. 40.92 .0 .000 2 42.13 932.6 .025 14 1.06 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.63 42.00 40.00 29.98 148.61 c 02MAY02 13:34:15 PAGE 57 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.05 40.85 7696.8 .0 7695.5 .32 .00 10.08 .002045 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.74 40.74 42.43 1.58 1.3 .0 763.1 1.3 .99 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.62 42.50 40.00 45.38 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.72 40.62 7696.8 .0 7696.8 .32 .00 11.90 .003171 80. 80. 1.0 149.0 TYPE=148.000 39.47 .0 .00 80. 40.56 .0 .000 2 42.82 646.6 .025 15 2 .20 .0 .000 0 .20 264 .4 .000 .00 .19 24.5 31.90 92.52 42.00 42.00 44.75 137.27 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS" 40.0 3.000 9.56 41.56 39.45 7696.8 .0 7696.8 .0 .33 .00 9.87 .00 .002084 70. 75. 80. 320.0 TYPE= 1 TARGET= 41.27 43.08 1.51 .0 779.4 .0 .000 .025 .000 3 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.47 42.00 43.00 181.11 289.58 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 58 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.65 40.74 40.41 40.62 43.75 7696.8 .0 7696.8 .0 .0 552.8 .33 .00 13.92 .00 .000 .035 .008893 83. 60. 45. 3 12 3 .01 .0 .000 0 .23 266.6 .000 .00 .45 24.8 32.09 81.16 43.58 43.77 160.52 241.68 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .92 FEET 3301 HV CHANGED MORE THAN HVINS 5*"«»»*3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 864.8 .33 .001422 *SECNO 310. 3280 CROSS 310.000 864.8 .34 .001287 *SECNO 400. 3280 CROSS 400.000 864.8 .34 .001844 8.24 65.8 2.34 117. .000 SECTION 8.33 17.9 1.69 79. .000 SECTION 8.14 220.0 3.66 101. 44 .43 661.9 5.44 118. 41.55 137.0 2.91 118. 310.00 EXTENDED 44.57 765.1 4.96 80. 41.39 81.7 2.35 80. 400.00 EXTENDED 44.63 591.7 6.37 103. 41.90 53.0 2.47 105. 44. 03 28 .2 . 040 2 . 74 FEET 44.03 10.6 .040 2 . 13 FEET 44.03 60.2 .040 2 44.81 121.6 .035 14 44.92 154.2 .035 14 45.12 92.9 .035 14 .38 47.1 . 040 0 .35 34.7 .040 0 .49 21.4 .040 0 .79 267.6 .000 .00 .11 267.9 .000 .00 .16 268.4 .000 .00 .26 25.0 36.19 42.91 .00 25.1 36.24 43.00 .04 25.2 36.49 38.19 39.82 38.62 .19 43.10 41.63 40.20 .00 43.00 36.99 40.46 / .00 38.19 02MAY02 13:34:15 PAGE 59 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED .29 FEET 580.000 864.8 .35 .002159 8.22 73.6 3.11 204. 44.99 729.6 6.30 202. 42.58 61.6 2.63 203. 44.05 23.6 .040 2 45.54 115.7 .035 15 .54 23.5 .040 0 .40 269.2 .000 .00 .02 25.3 36.77 38.36 41.45 41.04 .00 38.36 *SECNO 750.000 750.000 8.06 864.8 118.8 .37 3.42 .002126 240. 45.54 699.6 6.27 247. 43.24 46.4 2.50 251. 44.07 34.8 .040 2 46.07 111.5 .035 19 .52 18.6 .040 0 .53 270.1 .000 .00 .00 25.6 37.48 39.30 41.46 41.77 1.05 40.35 •SECNO 1000.000 1000.000 7.80 864.8 48.0 .37 3.26 '"•""-' .003886 197. 45.82 787.1 7.98 197. 43.92 29.6 2.97 198. 44.10 14.7 .040 2 46.74 98.7 .035 15 .91 10.0 .040 0 .55 270.8 .000 .00 .12 25.7 38.02 28.19 42.14 42.50 .81 29.00 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .51 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.50 1230.000 864.8 .39 .001724 9.12 24.7 2.02 233. 46.88 806.8 5.67 232. 43.77 33.3 2.10 231. 44.18 12.2 .040 3 47.36 142.2 .035 15 .47 15.8 .040 0 .58 271.5 .000 .00 .04 25.9 37.76 37.23 43.60 43 .92 1.17 38.40 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 3470 ENCROACHMENT STATIONS= .1 1470.000 8.12 47.26 45.52 864.8 75.4 767.5 21.9 .40 3.45 7.76 2.67 .003721 267. 263. 258. 250.1 TYPE= 1 TARGET= 44.26 48.11 .85 21.9 98.9 8.2 .040 .035 .040 3 19 0 250.000 .64 .11 272.4 26.1 .000 39.14 .00 31.62 43.35 44.40 .10 31.72 02MAY02 13:34:15 PAGE 60 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR •SEGNO 1810.000 1810.000 6.77 48.67 47.04 44.80 49.38 .71 1.26 864.8 18.1 832.7 14.0 7.5 120.9 5.9 273.5 .41 2.42 6.89 2.38 .040 .035 .040 .000 .003407 358. 354. 345. 2 14 0 .00 •SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.37 51.40 51.40 48.18 53.16 1.76 1.64 864.8 .0 722.0 142.8 .0 63.9 22.0 274.2 .42 .04 11.29 6.49 .040 .035 .040 .000 .012476 276. 278. 284. 0 15 0 .00 SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.92 2420.000 8.45 54.36 52.28 50.34 55.13 .77 1.87 864.8 9.9 839.0 15.9 5.0 117.5 6.6 275.0 .43 2.01 7.14 2.40 .040 .035 .040 .000 .003392 320. 318. 320. 3 11 0 .00 *SECNO 2700.000 2700.000 8.07 55.20 53.22 50.92 55.96 .76 .83 864.8 117.3 614.7 132.7 31.8 77.4 33.7 275.9 .44 3.69 7.95 3.94 .040 .035 .040 .000 .002633 278. 279. 277. 2 16 0 .00 •SECNO 2980.000 2980.000 7.08 55.93 54.14 51.66 56.88 .95 .87 864.8 39.4 753.6 71.8 12.7 90.8 20.9 276.8 .45 3.10 8.30 3.44 .040 .035 .040 .000 .003181 298. 300. 302. 3 14 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .01 46.10 26.4 46.89 41.90 71.67 35.05 106.73 .31 51.30 26.6 47.19 46.03 5.31 26.04 31.35 .10 52.46 26.8 51.72 45.91 2.58 29.93 32.52 .00 48.79 27.0 48.31 47.13 2.78 32.70 35.48 .06 50.04 27.2 49.70 48.85 40.79 31.17 71.96 02MAY02 13:34:15 PAGE 61 SEGNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.66 56.66 56.66 864.8 206.9 389.8 268.1 .46 6.88 11.95 6.44 .010179 145. 135. 120. CCHV= .300 CEHV= .500 *SECNO 3000.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.15 58.25 58.25 514.8 .0 514.8 .0 .46 .00 11.83 .00 .030671 30. 25. 32. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT . CORAR TOPWID ENDST 53.86 58.03 1.38 .70 .13 52.00 30.1 32.6 41.6 277.1 27.3 52.00 .040 .035 .040 .000 52.00 11.14 0 14 0 .00 38.73 49.86 54.90 60.42 2.17 .38 .40 64.10 .0 43.5 .0 277.2 27.3 64.10 .000 .040 .000 .000 52.10 27.92 0 11 0 .00 10.15 38.08 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED .76 FEET 3301 HV CHANGED MORE THAN HVINS .3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.28 3010.000 1238.0 .46 .000327 8.16 159.8 1.59 40. 60.56 1003.0 2.63 35. 55.49 75.1 1.43 35. 55.49 100.3 .040 3 60.65 380.9 .040 8 .09 52 .6 .040 0 .02 277.4 .000 .00 .21 27.3 52.40 90.56 53.60 53.80 .00 90.56 02MAY02 13:34:15 PAGE 62 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 723.21 .00 .00 723.21 .00 200.00 7 58.251 60.558 3000.000 3010.000 02MAY02 13:34:15 PAGE 63 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.78 8753.4 .0 7866.9 886.5 .00 .00 1.04 .86 .000022 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.56 8753.4 68.6 8578.6 106.1 .09 .76 1.52 .78 .000066 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.8 5411.5 .14 .20 .92 1.53 .000103 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 k. 8680.0 .0 2466.3 6213.7 .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .04 90.5 5658.5 135.8 .040 .040 .040 2210 7 . 05 FEET .00 37.08 .03 8.7 3562.9 3532.3 .050 .080 .050 2 17 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3752.4 4736.7 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83 .0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.60 .00 656.40 665.00 34 .10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.15 .00 757.85 790.00 02MAY02 13:34:15 PAGE 64 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.6 6080.4 .0 3373.8 4546.6 .28 .00 .77 1.34 .000 .100 .050 .000118 300. 300. 300. 2 17 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.83 .00 886.17 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003067 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2281.0 .100 18 .22 .0 .000 0 .05 238.4 . 000 .00 .06 21.6 25.50 224.08 42.10 37.10 9.77 233.85 •SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 11.92 37.92 32.71 .00 38.66 8680.0 .0 8680.0 .0 .0 1258.2 .30 .00 6.90 .00 .000 .100 .011028 240. 240. 240. 2 11 c .74 1.26 .15 41.50 .0 248.2 22.6 37.20 .000 .000 26.00 5.77 0 .00 129.23 135.00 02MAY02 13:34:15 PAGE 65 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006930 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.92 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.3 .00 .040 .080 250. 2 11 .69 2.15 .00 .0 255.7 23.4 .000 .000 28.50 0 .00 148.61 40.00 38.20 21.39 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.06 39.66 38.16 39.78 8608.4 .0 8608.4 .0 .0 .31 .00 11.00 .00 .000 .002670 100. 90. 70. 4 TARGET=109.000 41.54 782.7 .025 11 1.88 .0 .000 0 .37 257.9 .000 .00 .36 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS" .010 7.70 39.30 8608.4 .0 8608.4 .31 .00 12.42 .005130 1. 1. 16.5 125.5 TYPE= 1 TARGET= 38.47 39.49 41.69 2.39 .0 .0 693.3 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .15 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -51.35 109.00 125.50 02MAY02 13:34:15 PAGE 66 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA- 79.00 CELCH= 31.60. BW= 87.00 STCHL= 22.55 STCHR= EXCAVATION DATA AEX= 190.0SQ-FT VEXR- .8K*CU-YD VEXT= .8K*CU-YD 133.50 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 18 MIN ELTRD=45.80 MAX ELLC-43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.05 40.65 38.19 40.56 42.18 1.53 .40 8608.4 .0 8608.4 .0 .0 866.8 .0 259.9 .31 .00 9.93 .00 .000 .025 .000 .000 .002732 110. 110. 110. 4 15 0 -60.28 .09 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 -*SEGNO 1.110 CHIMP CLSTA- EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR- 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR- .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 24.5 1.110 9.37 40.97 37.91 8608.4 .0 8608.4 .0 .31 .00 8.94 .00 .001407 1. 1. 1. 133.5 TYPE- 1 TARGET= 40.86 42.21 1.24 .0 962.5 .0 .000 .025 .000 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.50 41.20 8058.4 .0 8057.5 .32 .00 8.51 .001323 70. 70. 1.0 149.4 TYPE-TARGET-148.400 38.10 .9 .85 75. 41.07 .0 .000 2 42.32 947.1 .025 14 1.12 1.1 .040 0 .10 261.4 .000 .00 .01 24.1 31.70 119.08 42.00 40.00 29.71 148.80 c 02MAY02 13:34:15 PAGE 67 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XML ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2.500 9.16 40.96 8058.4 .0 8056.6 .32 .00 10.41 .002148 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.94 40.85 42.64 1.68 1.8 .0 773.7 1.6 1.13 .000 .025 .040 105. 2 15 0 148.000 .15 .17 42.50 263.2 24.3 40.00 .000 31.80 45.17 .00 103.83 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.80 40.70 8058.4 .0 8058.4 .32 .00 12.32 .003364 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.70 .0 .00 80. 40.62 .0 .000 2 43.05 653.9 .025 11 2.36 .0 .000 0 .21 264.5 .000 .00 .20 24.5 31.90 92.83 42.00 42.00 44.60 137.43 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS' 3.000 9.76 41.76 8058.4 .0 8058.4 .32 .00 10.05 .002106 70. 75. 40.0 320.0 TYPE= 1 TARGET= 39.66 41.56 43.33 1.57 .0 .0 801.8 .0 .00 .000 .025 .000 80. 4 11 0 280.000 .20 .08 265.8 24.7 .000 32.00 .00 109.47 42.00 43.00 180.60 290.07 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 68 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.77 40.86 40.64 40.74 44.05 8058.4 .0 8058.4 .0 .0 562.5 .32 .00 14.33 .00 .000 .035 ,009275 83. 60. 45. 3 12 3.19 .0 .000 0 .23 266.7 .000 .00 .49 24.8 32.09 81.63 43.58 43.77 160.28 241.92 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .91 FEET 3301 HV CHANGED MORE THAN HVINS —"3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 5.110 1226.4 .33 002883 8.23 93.0 3.32 117. 44.42 939.6 7.74 118. 42.57 193.8 4.13 118. 44 .43 28.0 .040 3 45.18 121.4 .035 15 .77 46.9 .040 0 .89 267.7 .000 .00 .24 25.0 36.19 42.88 39.82 38.62 .22 43.10 *SECNO 310.000 3280 CROSS SECTION 310.00 EXTENDED .93 FEET 310.000 1226.4 .33 .002316 8.52 28.5 2.41 79. 44.76 1075.3 6.78 80. 42 .39 122,6 3.28 80. 44.57 11.9 .040 2 45.40 158 .5 ,035 19 .65 37.3 .040 0 .21 268.1 .000 .00 .01 25.1 36.24 43.00 41.63 40.20 .00 43.00 *SECNO 400.000 3280 CROSS SECTION 400.00 EXTENDED .37 FEET 400.000 1226.4 .34 .003236 8.38 319.0 4.99 101. 44.87 825.9 8.61 103. 43 .00 81.5 3.40 105. 44 .63 63.9 .040 2 45.75 95.9 .035 15 .89 24.0 .040 0 .28 268.6 .000 .00 .07 25.2 36.49 38.78 36.99 40.46 .00 38.78 02MAY02 13:34:15 PAGE 69 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.78 1226.4 121.7 .34 4.15 .003146 204. *SECNO 750.000 3280 CROSS SECTION 750.000 8.92 1226.4 198.8 .35 4.24 .002585 240. *SECNO 1000.000 280 CROSS SECTION 3301 HV CHANGED MORE 1000.000 8.66 1226.4 96.0 .36 4.34 .004859 197. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST 580.00 EXTENDED .84 FEET 45.55 996.4 7.99 202. 43.74 44.99 46.40 108.3 29.3 124.6 3.59 .040 .035 203. 2 11 .85 .65 .00 41.45 30.2 269.4 25.3 41.04 .040 .000 36.77 .00 0 .00 38.80 38.80 ' 750.00 EXTENDED .57 FEET 46.40 936.7 7.47 247. 44.28 45.54 47.12 90.9 46.9 125.3 3.30 .040 .035 251. 2 15 .72 .70 .01 41.46 27.5 270.5 25.6 41.77 .040 .000 37.48 .00 0 .00 41 .10 41 . 10 1000.00 EXTENDED .69 FEET THAN HVINS 46.68 1068.5 9.64 197. 45.28 45.82 47.97 61.9 22.1 110.8 4.03 .040 .035 198. 2 12 1.29 .68 .17 42.14 15.4 271.3 25.7 42.50 .040 .000 38.02 .00 0 .00 29.30 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED 1.72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 1230.000 1226.4 .37 .001835 10.33 60.1 2.70 233. 48.09 1089.8 6.52 232. 44.94 76.5 2.86 231. 46.88 22.3 .040 3 48.69 167.1 .035 11 .60 26.8 .040 0 .65 272 .3 .000 .00 .07 25.9 37.76 38.40 43.60 43 .92 .00 38.40 02MAY02 13:34:15 PAGE 70 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR • WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WIN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1470.000 3470 ENCROACHMENT STATIONS= .1 1470.000 9.33 48.47 46.75 1226.4 154.8 1015.8 55.8 .38 4.42 8.68 3.38 .003724 267. 263. 258. 250.1 TYPE= 1 TARGET= 47.26 49.48 1.02 35.0 117.0 16.5 .040 .035 .040 3 15 0 250.000 .67 .12 273.4 26.1 .000 39.14 .00 34.02 43.35 44.40 .10 34.12 •SECNO 1810.000 3265 DIVIDED FLOW 1810.000 1226.4 .39 .003071 7.98 55.0 2.19 358. 49.88 1126.5 7.53 354. 48.07 44.9 3.25 345. 48.67 25.1 .040 3 50.70 149.6 .035 14 .82 13 .8 .040 0 1.19 274.9 .000 .00 .02 26.6 41.90 91.79 46.10 46.89 4.54 108.81 SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 6.42 52.45 1226.4 4.8 980.2 .40 2.58 12.26 .010918 276. 278. 52.45 241.4 7.03 284. 51.40 1.9 .040 0 54.47 79.9 .035 15 2.02 34.3 .040 0 1.46 275.9 .000 .00 .36 27.0 46.03 31.57 51.30 47.19 2.38 33.95 *SECNO 2420.000 3280 CROSS SECTION 2420.00 EXTENDED .13 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.72 2420.000 1226.4 .41 .003677 9.52 34.7 2.87 320. 55.43 1150.7 8.30 318. 53.43 41.1 3.14 320. 54.36 12.1 .040 3 56.44 138.6 .035 11 1.01 13.1 .040 0 1.88 276.9 .000 .00 .10 27.3 45.91 34.56 52.46 51.72 .00 34.56 02MAY02 13:34:15 PAGE SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 2700.000 3280 CROSS SECTION 2700.000 9.28 1226.4 190.1 .42 4.23 .002755 278. *SECNO 2980.000 2980.000 8.29 1226.4 75.2 .43 3.51 .003210 298. *SECNO 2990.000 CWSEL CRIWS WSELK EG HV HL OLOSS QCH QROB ALOB ACH AROB VOL TWA VCH VROB XNL XNCH XNR WTN ELM IN XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 2700.00 EXTENDED .31 FEET 56.41 54.42 55.20 57.33 .93 .88 .01 808.1 228.2 44.9 89.9 51.0 278.0 27.5 8.99 4.48 .040 .035 .040 .000 47.13 279. 277. 2 15 0 .00 37.59 57.14 55.47 55.93 58.29 1.15 .89 .07 1005.0 146.2 21.4 107.6 36.9 279.2 27.8 9.34 3.97 .040 .035 .040 .000 48.85 300. 302. 3 15 0 .00 37.34 L-BANK R-BANK SSTA ENDST 48.79 48.31 .91 38.50 50.04 49.70 37.46 74.80 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .60 2990.000 5.60 1226.4 321.2 .44 7.21 .008927 145. CCHV= .300 CEHV= *SECNO 3000.000 3301 HV CHANGED MORE 7185 MINIMUM SPECIFIC 57.60 57.47 56.66 59.05 1.46 .67 .09 495.6 409.6 44.6 39.2 60.1 279.7 27.9 12.65 6.82 .040 .035 .040 .000 52.00 135. 120. 4 14 0 .00 45.45 .500 THAN HVINS ENERGY 52.00 52 .00 8.01 53.46 3720 CRITICAL DEPTH ASSUMED 3000.000 8.18 876.4 .0 .44 .00 .029713 30. 60.28 60.28 58.25 63.00 2.72 .36 .63 876.4 .0 .0 66.2 .0 279.8 27.9 13.23 .00 .000 .040 .000 .000 52.10 25. 32. 0 11 0 .00 12.18 64.10 64.10 26.91 39.09 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED 3.45 FEET 02MAY02 13:34:15 PAGE 72 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.82 3010.000 1238.0 .44 .000104 10.84 204.8 1.20 40. 63.24 929.5 1.81 35. 55.48 103.7 1.01 35. 60.56 170.2 . 040 2 63.28 512.6 .040 18 .04 102.7 .040 0 .01 280.1 .000 .00 .27 27.9 52.40 96.75 53.60 53 .80 .00 96.75 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER 361.61 16193.02 191.26 361.61 16193.02 191.26 NITER DSWS USWS DSSNO USSNO 8 60.285 63.237 3000.000 3010.000 02MAY02 13:34:15 PAGE 73 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.72 8407.6 .0 7556.1 851.5 .00 .00 1.00 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.49 8407.6 65.9 8239.7 101.9 .10 .73 1.46 .75 .000061 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 «v 8680.0 .0 2466.4 6213.6 .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 ' 5658.2 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.07 .03 8.7 3561.6 3531.1 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.0 4735.0 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 ,00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 74 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .28 .000119 12.10 .0 .00 300. 37. 10 2600. 0 .77 300. 28.88 6080.0 1.34 300. .00 .0 .000 2 37.13 3372.6 .100 17 .02 4544.3 .050 0 .03 219.7 .000 .00 .00 19.6 25.00 886.16 41.20 35.80 8.84 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO V95 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37. 10 6720.000 8680.0 .29 .003071 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37 .24 2280.1 .100 18 .23 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 •SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .30 .011038 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.8 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 c 02MAY02 13:34:15 PAGE 75 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.91 FEET 7210.000 9060.0 .31 .006933 11.62 .1 .46 250. 40.12 9059.9 6.69 250. 35.15 .0 .00 250. .00 .2 .040 2 40.81 1354.1 .080 11 .70 .0 .000 0 2.15 255.6 .000 .00 .00 23.4 28.50 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL= VEXT= 11.00 STCHR=127.97 .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 3470 ENCROACHMENT STATIONS' 16.5 125.5 TYPE: DOWNSTREAM PACE OF EL CAMINO REAL BRIDGE .001 8.18 39.78 37.99 39.66 8262.6 .0 8262.6 .0 .0 .31 .00 10.37 .00 .000 .002326 100. 90. 70. 3 TARGET=109.000 41.45 796.6 .025 11 1.67 .0 .000 0 .34 257.8 .000 .00 .29 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL=11.00 STCHR- .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS' .010 7.88 39.48 8262.6 .0 8262.6 .31 .00 11.61 .004385 1. 1. 16.5 125.5 TYPE= 1 TARGET= 38.29 39.30 41.58 2.09 .0 .0 711.6 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.54 109.00 125.50 02MAY02 13:34:15 PAGE 76 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=.8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43 .30 3470 ENCROACHMENT STATIONS' 24.5 133.5 TYPE= 1 TARGET- 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.96 40.56 38.03 40.65 42.01 1.44 .36 8262.6 .0 8262.6 .0 .0 857.3 .0 259.8 .32 .00 9.64 .00 .000 .025 .000 .000 .002596 110. 110. 110. 3 15 0 -59.66 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 "SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= . OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 1.110 9.26 40.86 8262.6 .0 8262.6 .32 .00 8.69 .001348 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.76 40.97 42.04 1.17 .0 .0 950.5 .0 .00 .000 .025 .000 1. 2 14 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.38 41.08 7712.6 .0 7711.9 .32 .00 8.26 .001269 70. 70. 149.4 TYPE=1 TARGET=148.400 37.92 .7 .78 75. 41.20 .0 .000 2 42.14 933.1 .025 14 1.06 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.65 42.00 40.00 29.97 148.62 02MAY02 13:34:15 PAGE 77 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.06 40.86 7712.6 .0 7711.3 .32 .00 10.10 .002050 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.75 40.96 42.44 1.58 1.3 .0 763.5 1.3 1.00 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.62 42 .50 40.00 45.38 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.72 40.62 7712.6 .0 7712.6 .32 .00 11.92 .003180 80. 80. 149.0 TYPE=1 TARGET=148.000 39.48 .0 .00 80. 40.70 .0 .000 2 42.83 646.8 .025 15 2.21 .0 .000 0 .20 264 .4 .000 .00 .19 24.5 31.90 92.53 42.00 42.00 44.75 137.28 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3.000 9.57 41.57 7712.6 .0 7712.6 .33 .00 9.88 .002087 70. 75. 40.0 320.0 TYPE= 1 TARGBT= 39.46 41.76 43.09 1.52 .0 .0 780.3 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.51 42.00 43.00 181.09 289.60 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 78 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.66 40.75 40.42 40.86 43.77 7712.6 .0 7712.6 .0 .0 553.1 .33 .00 13.94 .00 .000 .035 .008914 83. 60. 45. 3 12 3.02 .0 .000 0 .23 266.6 .000 .00 .45 24.8 32.09 81.17 43.58 43.77 160.51 241.69 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .92 FEET 3301 HV CHANGED MORE THAN HVINS j302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.28 5.110 880.6 .33 .001471 *SECNO 310 3280 CROSS 310.000 880.6 .34 .001327 *SECNO 400. 3280 CROSS 400.000 880.6 .34 .001900 8.24 67.1 2.38 117. .000 SECTION 8.34 18.4 1.73 79. .000 SECTION 8.15 224.3 3.72 101. 44.43 673.9 5.54 118 . 41.60 139.6 2.96 118. 310.00 EXTENDED 44.58 778.8 5.04 80. 41.44 83.4 2.39 80. 400.00 EXTENDED 44.64 602.1 6.47 103. 41.96 54.2 2.52 105. 44.42 28.2 .040 2 .75 FEET 44.76 10.6 .040 2 .14 FEET 44.87 60.4 .040 2 44.82 121.7 .035 14 44.94 154.4 .035 14 45.14 93.1 .035 14 .39 47.2 .040 0 .36 34.9 .040 0 .50 21.6 .040 0 .79 267.6 .000 .00 .11 268.0 .000 .00 .16 268.4 .000 .00 .26 25.0 36.19 42.92 .00 25.1 36.24 43.00 .04 25.2 36.49 38.22 39.82 38.62 .18 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.22 02MAY02 13:34:15 PAGE 79 c SEGNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH *SECNO 580.000 CRIWS WSELK EG HV HL OLOSS QROB ALOB ACH AROB VOL TWA VROB XNL XNCH XNR WTN ELMIN XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3280 CROSS SECTION 580.00 EXTENDED .32 FEET 580.000 8.25 45.02 880.6 75.5 741.8 .35 3.16 6.39 .002209 204. 202. *SECNO 750.000 750.000 8.10 45.58 880.6 122.0 710.7 .37 3.46 6.34 .002156 240. 247. *SECNO 1000.000 1000.000 7.84 45.86 880.6 49.7 800.1 .37 3.31 8.06 .003941 197. 197. *SECNO 1230.000 42.63 45.55 45.57 .56 .41 .02 63.3 23.9 116.1 23.7 269.2 25.3 2.67 .040 .035 .040 .000 36.77 203. 2 15 0 .00 38.43 43.29 46.40 46.11 .53 .54 .00 47.9 35.3 112.1 18.9 270.1 25.6 2.53 .040 .035 .040 .000 37.48 251. 2 19 0 .00 39.48 43.99 46.68 46.79 .93 .56 .12 30.8 15.0 99.2 10.2 270.8 25.7 3.02 .040 .035 .040 .000 38.02 198. 2 15 0 .00 28.34 41.45 41.04 .00 38.43 41.46 41.77 .97 40.44 42.14 42 .50 .73 29.07 3280 CROSS SECTION 1230.00 EXTENDED .57 FEET 3302 WARNING: CONVEYANCE CHANGE 1230.000 9.18 46.94 880.6 25.9 819.6 .38 2.05 5.72 .001731 233. 232. *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE 3470 ENCROACHMENT STATIONS = 1470.000 8.18 47.32 880.6 78.8 778.8 .39 3.50 7.81 K .003721 267. 263. OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.51 43.81 48.09 47.42 .48 .58 .05 35.1 12.6 143.4 16.3 271.6 25.9 2.15 .040 .035 .040 .000 37.76 231. 3 15 0 .00 37.36 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 .1 250. 1 TYPE= 1 TARGET= 250.000 45.58 48.47 48.18 .86 .64 .11 23.1 22.5 99.8 8.5 272.5 26.1 2.71 .040 .035 .040 .000 39.14 258. 3 19 0 .00 31.73 43.60 43.92 1.04 38.40 43.35 44.40 .10 31.83 02MAY02 13:34:15 PAGE 80 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 1810.000 1810.000 6.83 880.6 19.1 .41 2.45 .003395 358. *SECNO 2100.000 3301 HV CHANGED MORE CWSEL QCH VCH XLCH 48.73 846.4 6.92 354. THAN HVINS CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QROB ALOB ACH AROB VOL TWA R-BANK ELEV VROB XNL XNCH XNR WTN ELMIN SSTA XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 47.08 49.88 49.45 .72 1.26 .01 46.10 15.0 7.8 122.3 6.2 273.6 26.4 46.89 2.43 .040 .035 .040 .000 41.90 71.55 345. 2 14 0 .00 35.28 106.82 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH 2100.000 5.42 880.6 .0 .42 .04 .012376 276. 3ECNO 2420.000 3301 HV CHANGED MORE ASSUMED 51.45 733.7 11.34 278. THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 2420.000 8.50 880.6 10.7 .43 2.05 .003408 320. *SECNO 2700.000 2700.000 8.13 880.6 120.4 .44 3.72 .002640 278. *SECNO 2980.000 2980.000 7.14 880.6 40.7 .45 3.12 .003184 298. 54.41 853.1 7.20 318. 55.26 623.7 8.00 279. 55.99 765.3 8.35 300. 51.45 52.45 53.23 1.77 1.63 .32 51.30 146.9 .0 64.7 22.6 274.3 26.6 47.19 6.51 .040 .035 .040 .000 46.03 5.17 284. 0 15 0 .00 26.31 31.48 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.91 52.33 55.43 55.19 .78 1.87 .10 52.46 16.8 5.2 118.5 6.9 275.1 26.8 51.72 2.44 .040 .035 .040 .000 45.91 2.44 320. 3 11 0 .00 30.17 32.62 53.21 56.41 56.03 .77 .83 .00 48.79 136.5 32.4 78.0 34.5 276.0 27.0 48.31 3.96 .040 .035 .040 .000 47.13 2.69 277. 2 19 0 .00 32.99 35.68 54.19 57.14 56.95 .96 .87 .06 50.04 74.5 13.0 91.6 21.6 276.9 27.2 49.70 3.45 .040 .035 .040 .000 48.85 40.63 302. 3 14 0 .00 31.47 72.10c 02MAY02 13:34:15 PAGE 81 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.70 56.70 880.6 211.6 395.0 .46 6.91 12.01 .010162 145. 135. 56.70 274.0 6.48 120. 57.60 30.6 .040 0 58.08 32.9 .035 14 1.38 42.3 .040 0 .70 277.2 .000 .00 .13 27.3 52.00 39.01 52.00 52.00 11.00 50.01 CCHV= .300 CEHV= *SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.25 58.35 530.6 .0 530.6 .46 .00 11.91 .030625 30. 25. 58.35 .0 .00 32. 60.28 .0 .000 0 60.55 44 .6 .040 11 2.20 .0 .000 0 .38 277.3 .000 .00 .41 27.3 52. 10 10.25 64.10 64.10 27.87 38.13 CCHV= .100 CEHV= •SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED .90 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 23.35 3010.000 1238.0 .46 .000306 8.30 163.2 1.57 40. 60.70 998.1 2.58 35. 55.47 76.6 1.40 35. 63.24 103.9 .040 3 60.79 387.6 .040 8 . 09 54.7 .040 0 .02 277.5 .000 .00 .21 27.4 52.40 90.88 53.60 53.80 .00 90.88 02MAY02 13:34:15 PAGE 82 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 707.42 .00 .00 707.42 .00 200.00 9 58.353 60.696 3000.000 3010.000 13:34:15 PAGE 83 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.72 8422.4 .0 7569.4 853.0 .00 .00 1.00 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.50 8422.4 66.0 8254.2 102.1 .10 .73 1.46 .75 .000061 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 »,, 8680.0 .0 2466.4 6213.6 j .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2 . 03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.07 .03 8.7 3561.6 3531.1 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.1 4735.0 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 t 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 84 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 35.80 6560.000 12.10 37.10 28.88 .00 37.13 .02 .03 .00 8680.0 .0 2599.9 6080.1 .0 3372.6 4544.4 219.7 19.6 .28 .00 .77 1.34 .000 .100 .050 .000 25.00 .000119 300. 300. 300. 2 17 0 .00 886.16 L-BANK ELEV R-BANK ELEV SSTA ENDST 41.20 35.80 8.84 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42 .10 ELREA=37.10 6720.000 8680.0 .29 .003071 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.2 .100 18 .23 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING 6960.000 8680.0 .30 .011038 CONVEYANCE CHANGE OUTSIDE OF 11.92 37.92 32.71 .0 8680.0 .0 .00 6.90 .00 240. 240. 240. ACCEPTABLE RANGE, I .00 38.66 CRATIO = .74 .0 1257.8 .0 .000 .100 .000 2 11 0 .53 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41 37 5 135 50 20 77 00 02MAY02 13:34:15 PAGE 85 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006933 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CHSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= 82.00 STCHL- 11.00 STCHR= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD VEXT= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.17 39.77 38.00 39.78 41.45 8277.4 .0 8277.4 .0 .0 796.1 .31 .00 10.40 .00 .000 .025 .002339 100. 90. 70. 3 11 TARGET^109.000 1.68 .0 .000 0 .35 257.8 .000 .00 .30 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS= 16.5 .010 7.88 39.48 38.29 8277.4 .0 8277.4 .0 .31 .00 11.64 .00 .004414 1. 1. 1. 125.5 TYPE= 1 TARGET= 39.48 41.58 2.11 .0 710.9 .0 .000 .025 .000 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.49 109.00 125.50 c 02MAY02 13:34:15 PAGE 86 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS = 24.5 133.5 TYPE= UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.97 40.57 38.03 40.56 8277.4 .0 8277.4 .0 .0 .32 .00 9.65 .00 .000 .002603 110. 110. 110. 3 TARGET=109.000 42 .01 857.6 .025 15 1.45 .0 .000 0 .37 259.8 .000 -59.68 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 -•SEGNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 1.110 9.27 40.87 8277.4 .0 8277.4 .32 .00 8.70 .001351 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.76 40.86 42.04 1.18 .0 .0 950.9 .0 .00 .000 .025 .000 1. 2 14 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.38 41.08 7727.4 .0 7726.7 .32 .00 8.28 .001272 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 37.93 .7 .78 75. 41.08 .0 .000 2 42.15 933.6 .025 14 1.06 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.67 42.00 40.00 29.96 148 .62 c 02MAY02 13:34:15 PAGE 87 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.06 40.86 7727.4 .0 7726.1 .32 .00 10.11 .002055 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.76 40.86 42.45 1.59 1.3 .0 763.9 1.3 1.00 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.63 42.50 40.00 45.37 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.72 40.62 7727.4 .0 7727.4 .32 .00 11.94 .003189 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.49 .0 .00 80. 40.62 .0 .000 2 42.84 647.1 .025 15 2.21 .0 .000 0 .20 264.4 .000 .00 .19 24.5 31.90 92.54 42.00 42.00 44 .74 137.28 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3.000 9.58 41.58 7727.4 .0 7727.4 .33 .00 9.89 .002089 70. 75. 40.0 320.0 TYPE= 1 TARGET= 39.47 41.57 43.10 1.52 .0 .0 781.0 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.54 42.00 43 .00 181.08 289.62 CCHV= .100 CEHV= .300 *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 88 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5,. 100 8.66 40.75 40.43 40.75 43.78 7727.4 .0 7727.4 .0 .0 553.4 .33 .00 13.96 .00 .000 .035 .008933 83. 60. 45. 3 12 3.03 .0 .000 0 .23 266.6 .000 .00 .45 24.8 32.09 81.19 43.58 43.77 160.51 241.69 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS -"3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 895.4 .33 001518 8.24 68.3 2.42 117. 44 .43 685.1 5.63 118. 41.64 142.0 3.01 118. 44.43 28.2 .040 2 44.84 121.7 .035 14 .41 47.2 .040 0 .80 267.6 .000 .00 .26 25.0 36.19 42.93 39.82 38.62 .17 43.10 *SECNO 310.000 3280 CROSS SECTION 310.00 EXTENDED .76 FEET 310.000 895.4 .34 .001365 8.35 18.8 1.75 79. 44.59 791.5 5.12 80. 41.48 85.1 2.43 80. 44.58 10.7 .040 2 44.96 154.6 .035 14 .37 35.0 .040 0 .11 268.0 .000 .00 .00 25.1 36.24 43 .00 41.63 40.20 .00 43.00 *SECNO 400.000 3280 CROSS SECTION 400.00 EXTENDED .15 FEET 400.000 895.4 .34 .001952 8.16 228.3 3.77 101. 44.65 611.8 6.56 103. 42.01 55.3 2.55 105. 44.64 60.5 .040 2 45.17 93.2 .035 14 .52 21.7 .040 0 .17 268.4 .000 .00 .05 25.2 36.49 38.24 36.99 40.46 .00 38.24 02MAY02 13:34:15 89 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED .34 FEET 580.000 895.4 .35 .002255 8.27 77.3 3.21 204. 45.04 753.2 6.47 202. 42.68 64.8 2.70 203. 45.02 24.1 .040 2 45.61 116.5 .035 15 .57 24.0 .040 0 .42 269.2 .000 .00 .01 25.3 36.77 38.50 41.45 41.04 .00 38.50 *SECNO 750.000 750.000 8.13 895.4 124.9 .36 3.50 .002184 240. 45.61 721.1 6.40 247. 43.34 49.4 2.56 251. 45.58 35.7 .040 2 46.16 112.7 .035 19 .54 19.3 .040 0 .55 270.1 .000 .00 .00 25.6 37.48 39.64 41.46 41.77 .89 40.53 *SECNO 1000.000 1000.000 7.88 895.4 51.3 .37 3.35 .003991 197. 45.90 812.1 8.14 197. 44.05 31.9 3.06 198. 45.86 15.3 .040 2 46.85 99.7 .035 15 .95 10.4 .040 0 .57 270.8 .000 .00 .12 25.7 38.02 28.48 42 .14 42.50 .65 29.14 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .62 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.52 1230.000 895.4 .38 .001737 9.23 27.1 2.08 233. 46.99 831.6 5.76 232. 43.86 36.7 2.18 231. 46.94 13 .0 .040 3 47.48 144 .5 .035 15 .48 16.8 .040 0 .58 271.6 .000 .00 .05 25.9 37.76 37.48 43.60 43.92 .92 38.40 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.68 3470 ENCROACHMENT STATIONS- .1 1470.000 8.23 47.37 45.64 895.4 82.0 789.2 24.2 .39 3.55 7.85 2.74 .003722 267. 263. 258. 250.1 TYPE= 1 TARGET^ 47.32 48.24 .86 23.1 100.6 8.8 .040 .035 .040 3 19 0 250.000 .65 .11 272.5 26.1 .000 39.14 .00 31.84 43.35 44 .40 .10 31.94 02MAY02 13:34:15 PAGE 90 SEGNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH *SECNO 1810.000 1810.000 6.88 48.78 895.4 20.1 859.2 .41 2.47 6.96 .003383 358. 354. *SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.47 51.50 895.4 .0 744.6 .42 .04 11.38 .012276 276. 278. SEGNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 2420.000 8.55 54.46 895.4 11.4 866.3 .43 2.08 7.25 .003423 320. 318. *SECNO 2700.000 2700.000 8.18 55.31 895.4 123.2 632.1 .44 3.74 8.05 .002648 278. 279. *SECNO 2980.000 2980.000 7.19 56.04 895.4 42.0 776.2 .45 3.15 8.40 .003187 298. 300. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR 47.12 48.73 49.51 .73 1.25 16.1 8.1 123.5 6.5 273.6 2.48 .040 .035 .040 .000 345. 2 14 0 .00 51.50 51.45 53.29 1.78 1.62 150.7 .1 65.4 23.1 274.3 6.53 .040 .035 .040 .000 284. 0 15 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.89 52.38 54.41 55.25 .79 1.87 17.6 5.5 119.4 7.1 275.2 2.47 .040 .035 .040 .000 320. 3 11 0 .00 53.30 55.26 56.09 .78 .83 140.1 32.9 78.5 35.1 276.0 3.99 .040 .035 .040 .000 277. 2 19 0 .00 54.24 55.99 57.02 .97 .87 77.1 13.4 92.4 22.2 277.0 3.47 .040 .035 .040 .000 302. 3 14 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .01 46.10 26.4 46.89 41.90 71.43 35.48 106.91 .32 51.30 26.6 47.19 46.03 5.03 26.57 31.60 .10 52.46 26.8 51.72 45.91 2.31 30.39 32.71 .00 48.79 27.0 48.31 47.13 2.61 33.25 35.86 .06 50.04 27.2 49.70 48.85 40.48 31.75 72.22 02MAY02 13:34:15 PAGE 91 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.74 56.74 895.4 216.0 399.8 .45 6.94 12.06 .010147 145. 135. 56.74 279.5 6.50 120. 56.70 31.1 .040 0 58.13 33.1 .035 14 1.39 43.0 .040 0 .70 277.3 .000 .00 .13 27.3 52.00 39.27 52.00 52.00 10.88 50.15 CCHV= .300 CEHV= *SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.35 58.45 545.4 .0 545.4 .45 .00 11.98 .030579 30. 25. 58.45 .0 .00 32. 58.35 .0 .000 0 60.67 45.5 .040 11 2.23 .0 .000 0 .38 277.4 .000 .00 .42 27.3 52.10 10.35 64.10 64 .10 27.83 38.17 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED 1.02 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.41 3010.000 1238.0 .46 .000288 8.42 166.2 1.55 40. 60.82 993.8 2.52 35. 55.49 78.0 1.37 35. 60.70 107.2 .040 3 60.91 393.8 .040 11 .09 56.8 .040 0 .02 277.6 .000 .00 .21 27.4 52.40 91.17 53.60 53.80 .00 91.17 02MAY02 13:34:15 PAGE 92 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 692.63 .00 .00 692.63 .00 200.00 10 58.448 60.822 3000.000 3010.000 02MAY02 13:34:15 PAGE 93 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.79 8768.7 .0 7880.7 888.0 .00 .00 1.04 .86 .000022 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED '3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.56 8768.7 68.8 8593.6 106.3 .09 .76 1.52 .78 .000066 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.8 5411.5 .14 .20 .92 1.53 .000103 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 hi 8680.0 .0 2466.3 6213.7 .20 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .04 90.5 5658.5 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.08 .03 8.7 3563.0 3532.4 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3752.4 4736.8 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.60 .00 656.40 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.15 .00 757.85 790.00 02MAY02 13:34:15 PAGE 94 SEGNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOE ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.6 6080.4 .0 3373.9 4546.7 .28 .00 .77 1.34 .000 .100 .050 .000118 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.83 .00 886.17 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA-37.10 6720.000 8680.0 .29 .003067 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 . 37.24 2281.1 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224 .08 42.10 37.10 9.77 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 6960.000 8680.0 .30 .011028 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1258.2 .100 11 .74 .0 .000 0 1.26 248 .2 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 95 SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006930 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OLOSS TWA ELMIN TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.92 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .69 2.15 .0 .2 1354.3 .0 255.7 .00 .040 .080 .000 .000 250. 2 11 0 .00 .00 23.4 28.50 148.62 40.00 38.20 21.38 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= 82.00 STCHL= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.05 39.65 38.17 39.77 41.54 1.89 .37 8623.7 .0 8623.7 .0 .0 782.1 .0 257.9 .31 .00 11.03 .00 .000 .025 .000 .000 .002686 100. 90. 70. 4 11 0 .00 .36 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA- 74.50 CELCH- EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 82.00 STCHL- .OK*CU-YD 11.00 STCHR= .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 c 3470 ENCROACHMENT STATIONS= .010 7.69 39.29 8623.7 .0 8623.7 .31 .00 12.45 .005168 1. 1. 16.5 125.5 TYPE= 1 TARGET- 38.48 39.48 41.70 2.41 .0 .0 692.4 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .16 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -51.29 109.00 125.50 02MAY02 13:34:15 PAGE 96 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR- .8K*CU-YD 87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 18 MIN ELTRD=45.80 MAX ELLC-43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET- 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.06 40.66 38.20 40.57 42.19 1.54 .40 8623.7 .0 8623.7 .0 .0 867.3 .0 259.9 .31 .00 9.94 .00 .000 .025 .000 .000 .002737 110. 110. 110. 4 15 0 -60.31 .09 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 ** SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX- 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL- VEXT= 22.55 STCHR- .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 1.110 9.38 40.98 8623.7 .0 8623.7 .31 .00 8.95 .001409 1. 1. 24.5 133.5 TYPE= 1 TARGET- 37.91 40.87 42.22 1.24 .0 .0 963.1 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.50 41.20 8073.7 .0 8072.8 .32 .00 8.52 .001324 70. 70. 1.0 149.4 TYPE=TARGET-148.400 38.11 .9 .85 75. 41.08 .0 .000 2 42.33 947.8 .025 14 1.13 1.1 .040 0 .10 261.4 .000 .00 .01 24.1 31.70 119.11 42 .00 40.00 29.70 148.81 02MAY02 13:34:15 PAGE 97 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 1.0 2.500 9.16 40.96 38.94 8073.7 .0 8071.9 1.8 .32 .00 10.43 1.13 .002151 75. 90. 105. 149.0 TYPE= 1 TARGET- 40.86 42.65 1.69 .0 774.2 1.6 .000 .025 .040 2 15 0 148.000 .15 .17 263.2 24.3 .000 31.80 .00 103.84 42.50 40.00 45. 16 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.900 8.80 40.70 8073.7 .0 8073.7 .32 .00 12.34 .003371 80. 80. 1.0 149.0 TYPE=TARGET-148.000 39.71 .0 .00 80. 40.62 .0 .000 2 43.06 654.3 .025 11 2.36 .0 .000 0 .21 264.5 .000 .00 .20 24.5 31.90 92.85 42.00 42.00 44.59 137.44 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 40.0 3.000 9.77 41.77 39.66 8073.7 .0 8073.7 .0 .32 .00 10.06 .00 .002106 70. 75. 80. 320.0 TYPE= 1 TARGET- 41.58 43.34 1.57 .0 802.8 .0 .000 .025 .000 4 11 0 280.000 .20 .08 265.8 24.7 .000 32.00 .00 109.52 42.00 43.00 180.58 290.09 CCHV- .100 CEHV= .300 *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 98 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.78 40.87 40.64 40.75 44.06 8073.7 .0 8073.7 .0 .0 563.0 .32 .00 14.34 .00 .000 .035 .009288 83. 60. 45. 3 12 3.19 .0 .000 0 .23 266.7 .000 .00 .49 24.8 32.09 81.66 43.58 43.77 160.27 241.93 *SEQJO 5.110 3280 CROSS SECTION 5.11 EXTENDED .90 FEET 3301 HV CHANGED MORE THAN HVINS J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .27 5.110 1241.7 .33 .002965 *SECNO 310 3280 CROSS 310.000 1241.7 .33 .002363 *SECNO 400. 3280 CROSS 400.000 1241.7 .34 .003299 8.22 94.0 3 .37 117. .000 SECTION 8.52 29.0 2.44 79. .000 SECTION 8.39 323.2 5.05 101. 44 .41 951.6 7.85 118. 42.60 196.1 4.19 118. 310.00 EXTENDED 44.76 1088.3 6.86 80. 42.44 124.4 3.32 80. 400.00 EXTENDED 44.88 835.7 8.70 103. 43.04 82.8 3.44 105. 44.43 27.9 .040 3 .94 FEET 44 .59 11.9 .040 2 .38 FEET 44.65 64 .0 .040 2 45.20 121.3 .035 15 45.42 158.7 .035 15 45.78 96.0 .035 15 .79 .90 46.8 267.8 .040 .000 0 .00 .66 .21 37.4 268.1 .040 .000 0 .00 .91 .29 24.1 268.6 .040 .000 0 .00 .24 25.0 36.19 42.86 .01 25.1 36.24 43.00 .07 25.2 36.49 38.80 39.82 38.62 .24 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.80 02MAY02 13:34:15 PAGE 99 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.81 1241.7 124.3 .34 4.19 .003156 204. *SECNO 750.000 3280 CROSS SECTION 750.000 8.95 1241.7 202.3 .35 4.27 .002602 240. *SECNO 1000.000 280 CROSS SECTION 3301 HV CHANGED MORE 1000.000 8.69 1241.7 98.2 .36 4.39 .004899 197. CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 580.00 EXTENDED 45.58 1006.3 8.03 202. 43 .78 111.1 3.62 203. 750.00 EXTENDED 46.43 946.4 7.52 247. 44 .32 93.0 3.33 251. 1000.00 EXTENDED THAN HVINS 46.71 1080.1 9.70 197. 45.32 63.4 4.08 198. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .88 FEET 45.04 46.44 .86 .65 .00 41.45 29.7 125.3 30.7 269.5 25.3 41.04 .040 .035 .040 .000 36.77 .00 3 11 0 .00 38.80 38.80 .60 FEET 45.61 47.16 .73 .70 .01 41.46 47.3 125.9 27.9 270.5 25.6 41.77 .040 .035 .040 .000 37.48 .00 2 15 0 .00 41.10 41.10 .72 FEET 45.90 48.02 1.31 .69 .17 42.14 22.4 111.3 15.5 271.3 25.7 42.50 .040 .035 .040 .000 38.02 .00 2 12 0 .00 29.30 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED 1.77 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.63 1230.000 1241.7 .37 .001839 10.38 61.8 2.72 233. 48 .14 1101.5 6.55 232. 44 .98 78.4 2 .88 231. 46.99 22.7 .040 3 48.74 168.1 .035 11 .61 27.2 .040 0 .66 272.3 .000 .00 .07 25.9 37.76 38.40 43.60 43.92 • .00 38.40 02MAY02 13:34:15 PAGE 100 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1470.000 3470 ENCROACHMENT STATIONS' .1 1470.000 9.37 48.51 46.80 1241.7 158.2 1026.0 57.5 .38 4.45 8.72 3.40 .003725 267. 263. 258. 250.1 TYPE= 1 TARGET- 47.37 49.54 1.02 35.5 117.7 16.9 .040 .035 .040 3 15 0 250.000 .67 .13 273.5 26.1 .000 39.14 .00 34.11 43.35 44 .40 .10 34.21 *SECNO 1810.000 3265 DIVIDED FLOW 1810.000 1241.7 .39 .003038 8.03 59.5 2.10 358. 49.93 1135.7 7.53 354. 48.11 46.5 3.27 345. 48.78 28.4 .040 3 50.74 150.8 .035 14 .82 14.2 .040 0 1.19 275.0 .000 .00 .02 26.7 41.90 97.99 46.10 46.89 1.22 108.90 SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 6.46 52.49 1241.7 5.2 990.7 .40 2.63 12.30 .010874 276. 278. 52.49 245.8 7.06 284. 51.50 2.0 .040 0 54.52 80.6 .035 15 2.03 34.8 .040 0 1.45 276.0 .000 .00 .36 27.1 46.03 31.78 51.30 47.19 2.27 34.05 *SECNO 2420.000 3280 CROSS SECTION 2420.00 EXTENDED .17 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2420.000 1241.7 .41 .003686 9.56 36.1 2.91 320. 55.47 1163.2 8.34 318. 53.48 42.3 3.16 320. 54.46 12.4 .040 3 56.49 139.4 .035 11 1.02 13.4 .040 0 1.88 277.0 .000 .00 .10 27.3 45.91 34.63 52.46 51.72 .00 34.63 02MAY02 13:34:15 PAGE 101 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2700.000 3280 CROSS SECTION 2700.00 EXTENDED .35 FEET 2700.000 1241.7 .42 .002759 9.32 193.3 4.25 278. 56.45 815.8 9.03 279. 54.46 232.6 4.50 277. 55.31 45.4 .040 2 57.39 90.4 .035 15 .93 51.7 .040 0 .88 278.1 .000 .00 .01 27.5 47.13 37.66 48.79 48.31 .84 38.50 •SEGNO 2980.000 2980.000 8.34 1241.7 76.9 .43 3.53 .003210 298. 57.19 1015.0 9.37 300. 55.51 149.7 3.99 302. 56.04 21.8 .040 3 58.35 108.3 .035 15 1.16 37.5 .040 0 .89 279.3 .000 .00 .07 27.8 48.85 37.58 50.04 49.70 37.33 74.91 *SECNO 2990.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .61 2990.000 1241.7 .44 .008744 5.65 326.7 7.18 145. 57.65 498.7 12.60 135. 57.49 416.3 6.79 120. 56.74 45.5 .040 4 59.09 39.6 .035 14 1.44 61.3 .040 0 .66 279.8 .000 .00 .09 27.9 52.00 45.85 52.00 52.00 7.82 53.67 CCHV= .300 CEHV= *SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 8.26 60.36 891.7 .0 891.7 .44 .00 13.28 .029695 30. 25. 60.36 .0 .00 32. 58.45 .0 .000 0 63.10 67.1 .040 11 2.74 .0 .000 0 .36 279.9 .000 .00 .65 28.0 52.10 12.26 64.10 64.10 26.87 39.13 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 3.54 FEET 02MAY02 13:34:15 PAGE 102 ^ SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL 3301 HV CHANGED MORE CWSEL CRIWS WSELK EG HV HL QCH QROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR WTN XLCH XLOBR ITRIAL IDC ICONT CORAR THAN HVINS OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.82 3010.000 1238.0 .44 .000101 TC RATING ASQ 346.31 10.93 205.8 1.19 40. 63.33 55.49 60.82 63.38 .04 .01 927.5 104.7 172.7 517.3 104.9 280.2 1.79 1.00 .040 .040 .040 .000 35. 35. 2 18 0 .00 .27 53.60 28.0 53.80 52.40 .00 96.97 96.97 CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET QCOMP 17598.86 ERRAC TASQ TCQ TABER NITER DSWS 192.28 346.31 17598.86 192.28 11 60.359 USWS DSSNO 63.335 3000.000 USSNO c 02MAY02 13:34:15 PAGE 103 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XML ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.73 8435.7 .0 7581.4 854.3 .00 .00 1.00 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED Ssw-3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.50 8435.7 66.1 8267.3 102.3 .10 .73 1.46 .75 .000061 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 C 8680.0 .0 2466.4 6213.6 .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.07 .03 8.7 3561.7 3531.2 .050 .080 .050 2 17 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.2 4735.1 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 104 SEGNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.9 6080.1 .0 3372.7 4544.5 .28 .00 .77 1.34 .000 .100 .050 .000119 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.84 .00 886.16 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003071 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.2 . 100 18 .23 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .30 .011037 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.8 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 105 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.91 FEET 7210.000 9060.0 .31 .006933 ii. 62 .1 .46 250. 40.12 9059.9 6.69 250. 35.15 .0 .00 250. .00 .2 .040 2 40.81 1354.1 . 080 11 .70 .0 .000 0 2.15 255.6 .000 .00 .00 23.4 28.50 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA= EXCAVATION DATA AEX= 188.2SQ-FT 74.50 CELCH= VEXR= 31.60 BW= .OK*CU-YD 82.00 STCHL= VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.57 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE. DOWNSTREAM FACE OP EL CAMINO REAL BRIDGE .001 8.17 39.77 38.01 39.65 8290.7 .0 8290.7 .0 .0 .31 .00 10.42 .00 .000 .002350 100. 90. 70. 3 109.000 41.45 795.7 .025 11 1.69 .0 .000 0 .35 257.9 .000 .00 .30 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR- .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS' 16.5 .010 7.87 39.47 38.30 8290.7 .0 8290.7 .0 .31 .00 11.67 .00 .004440 1. 1. 1. 125.5 TYPE= 1 TARGET* 39.29 41.59 2.12 .0 710.2 .0 .000 .025 .000 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.45 109.00 125.50 02MAY02 13:34:15 PAGE 106 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=.8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=4S.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS^ 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.97 40.57 38.04 40.66 42.02 1.45 .37 8290.7 .0 8290.7 .0 .0 857.8 .0 259.8 .32 .00 9.67 .00 .000 .025 .000 .000 .002610 110. 110. 110. 3 15 0 -59.69 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS = 1.110 9.27 40.87 8290.7 .0 8290.7 .32 .00 8.72 .001354 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.76 40.98 42.05 1.18 .0 .0 951.3 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS' IMPROVED CHANNEL 2.000 9.39 41.09 7740.7 .0 7740.1 .32 .00 8.29 .001274 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 37.94 .7 .78 75. 41.20 .0 .000 2 42 . 15 934.1 .025 14 1.07 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.68 42.00 40.00 29.95 148.63 02MAY02 13:34:15 PAGE 107 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1.0 2.500 9.06 40.86 38.76 7740.7 .0 7739.4 1.3 .32 .00 10.13 1.01 .002060 75. 90. 105. 149.0 TYPE= 1 TARGET= 40.96 42.45 1.59 .0 764.2 1.3 .000 .025 .040 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.64 42.50 40.00 45.36 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.900 8.72 40.62 7740.7 .0 7740.7 .32 .00 11.96 .003197 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.49 .0 .00 80. 40.70 .0 .000 2 42.85 647.3 .025 15 2.22 .0 .000 0 .20 264.4 .000 .00 .19 24.5 31.90 92.55 42.00 42 .00 44.74 137.29 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS' 3.000 9.58 41.58 7740.7 .0 7740.7 .33 .00 9.90 .002091 70. 75. 40.0 320.0 TYPE= 1 TARGET* 39.48 41.77 43.11 1.52 .0 .0 781.7 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 42.00 265.7 24.7 43.00 .000 32.00 181.06 .00 108.57 289.63 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 108 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.66 40.75 40.44 40.87 43.79 7740.7 .0 7740.7 .0 .0 553.7 .33 .00 13.98 .00 .000 .035 .008950 83. 60. 45. 3 12 3.03 .0 .000 0 .23 266.6 .000 .00 .45 24.8 32.09 81.20 43.58 43.77 160.50 241.70 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS jf^&yt-*, WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 908.7 .33 001562 8.24 69.4 2.45 117. 44.43 695.2 5.71 118. 41.68 144.2 3 .05 118. 44.41 28.3 .040 2 44.85 121.8 .035 14 .42 47.2 .040 0 .80 267.6 .000 .00 .26 25.0 36.19 42.94 39.82 38.62 .16 43.10 *SECNO 310.000 3280 CROSS SECTION 310.00 EXTENDED .76 FEET 310.000 908.7 .34 .001400 8.35 19.2 1.78 79. 44.59 803 .1 5.19 80. 41.52 86.5 2.47 80. 44.76 10.8 .040 2 44.97 154.7 .035 14 .38 35.1 .040 0 .12 268.0 .000 .00 .00 25.1 36.24 43 .00 41.63 40.20 .00 43.00 *SECNO 400.000 3280 CROSS SECTION 400.00 EXTENDED .16 FEET 400.000 908.7 .34 .002000 8.17 231.9 3.82 101. 44.66 620.5 6.65 103. 42.05 56.3 2.59 105. 44.88 60.7 .040 2 45.19 93.3 .035 14 .53 21.8 .040 0 .17 268.4 .000 .00 .05 25.2 36.49 38.26 36.99 40.46 .00 38.26 02MAY02 13:34:15 PAGE 109 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.29 908.7 79.0 .35 3.25 .002296 204. *SECNO 750.000 750.000 8.16 908.7 127.6 .36 3.53 .002208 240. •SECNO 1000.000 1000.000 7.91 908.7 52.8 .37 3.39 .004036 197. *SECNO 1230.000 3280 CROSS SECTION CWSEL QCH VCH XLCH CRIWS WSELK EG HV HL OLOSS QROB ALOE ACH AROB VOL TWA VROB XNL XNCH XNR WTN ELMIN XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 580.00 EXTENDED .36 FEET 45.06 763.5 6.54 202. 45.64 730.4 6.45 247. 45.93 823.0 8.21 197. 42.73 45.58 45.64 .58 .43 .01 66.3 24.3 116.8 24.2 269.2 25.3 2.74 .040 .035 .040 .000 36.77 203. 2 15 0 .00 38.56 43.38 46.43 46.20 .55 .55 .00 50.8 36.1 113.2 19.6 270.2 25.6 2.59 .040 .035 .040 .000 37.48 251. 2 19 0 .00 39.80 \ 44.10 46.71 46.89 .96 .58 .12 32.9 15.6 100.2 10.6 270.8 25.7 3.09 .040 .035 .040 .000 38.02 198. 2 15 0 .00 28.61 41.45 41.04 .00 38.56 41.46 41.77 .82 40.61 42.14 42.50 .58 29.20 1230.00 EXTENDED .67 FEET 3302 WARNING: CONVEYANCE CHANGE 1230.000 9.28 908.7 28.1 .38 2.10 .001743 233. *SECNO 1470.000 47.04 842 .4 5.79 232. 3302 WARNING: CONVEYANCE CHANGE 3470 ENCROACHMENT STATIONS- 1470.000 8.28 908.7 84.8 .39 3.60 K .003722 267. 47.42 798.7 7.89 263. OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.52 43.90 48.14 47.53 .49 .59 .05 38.3 13.4 145.4 17.3 271.6 25.9 2.22 .040 .035 .040 .000 37.76 231. 3 15 0 .00 37.59 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .68 .1 250.1 TYPE= 1 TARGET= 250.000 45.72 48.51 48.29 .87 .65 .11 25.2 23.6 101.3 9.1 272.6 26.1 2.77 .040 .035 .040 .000 39.14 258. 3 15 0 .00 31.93 43.60 43 .92 .81 38.40 43.35 44.40 .10 32.03 02MAY02 13:34:15 PAGE 110 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL •SECNO 1810.000 1810.000 6.93 908.7 21.0 .41 2.50 .003374 358. *SECNO 2100.000 3301 HV CHANGED MORE CWSEL O.CH VCH XLCH 48 .83 870.7 6.99 354. THAN HVINS CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL, XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR 47.16 49.93 49.56 .73 1.25 17.0 8.4 124.6 6.7 273 .7 2.52 .040 .035 .040 .000 345. 2 14 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .01 46.10 26.4 46.89 41.90 71.33 35.67 106.99 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.51 908.7 .0 .41 .04 .012255 276. SEGNO 2420.000 3301 HV CHANGED MORE 51.54 754.7 11 .43 278 . THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 2420.000 8.60 908.7 12.2 .43 2.12 .003430 320. *SECNO 2700.000 2700.000 8.23 908.7 125.8 .44 3.76 .002652 278. *SECNO 2980.000 2980.000 7.24 908.7 43.2 .45 3.16 .003188 298. 54.51 878.2 7.30 318. 55.36 639.5 8.09 279. 56.09 786.0 8.45 300. 51.54 52.49 53.34 1.80 1.62 154.0 .1 66.0 23 .5 274.4 6.57 .040 .035 .040 .000 284. 0 15 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.89 52.42 55.47 55.31 .80 1.87 18.4 5.7 120.3 7.4 275.2 2.50 .040 .035 .040 .000 320. 3 11 0 .00 53.36 56.45 56.15 .79 .84 143.4 33.4 79.0 35.8 276.1 4.01 .040 .035 .040 .000 277. 2 15 0 .00 54.29 57.19 57.08 .98 .87 79.5 13.6 93.1. 22.8 277.1 3.48 .040 .035 .040 .000 302. 3 14 0 .00 .32 51.30 26.6 47.19 46.03 4.93 26.76 31.69 .10 52.46 26.8 51.72 45.91 2.19 30.61 32.79 .00 48.79 27.0 48.31 47.13 2.53 33.50 36.03 .06 50.04 27.2 49.70 48.85 40.34 32.00 72.34 02MAY02 13:34:15 PAGE 111 SEGNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.77 56.77 56.77 908.7 220.0 404.2 284.5 .45 6.96 12.11 6.53 .010133 145. 135. 120. CCHV= .300 CEHV= .500 *SECNO 3000.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.43 58.53 58.53 558.7 .0 558.7 .0 .45 .00 12.04 .00 .030538 30. 25. 32. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 57.65 58.17 1.40 .70 .13 52.00 31.6 33.4 43.6 277.4 27.3 52.00 .040 .035 .040 .000 52.00 10.77 0 14 0 .00 39.51 50.28 60.36 60.78 2.25 .38 .42 64.10 .0 46.4 .0 277.5 27.3 64.10 .000 .040 .000 .000 52.10 27 .78 0 11 0 .00 10.43 38.22 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 1.13 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.46 3010.000 1238.0 .46 .000272 8.53 168.8 1.53 40. 60.93 990.0 2.48 35. 55.49 79.2 1.35 35. 63.33 110.1 .040 3 61.02 399.3 .040 11 .08 58.6 .040 0 .02 277.7 .000 .00 .22 27.4 52.40 91.43 53.60 53.80 .00 91.43 02MAY02 13:34:15 PAGE 112 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 679.26 11.40 193.40 679.26 11.40 193.40 12 58.532 60.935 3000.000 3010.000 02MAY02 13:34:15 PAGE 113 '»*»«.»'SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.73 8448.2 .0 7592.6 855.6 .00 .00 1.01 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED V»<J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.50 8448.2 66.2 8279.5 102.4 .10 .73 1.46 .75 .000061 500. . 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 C 8680.0 .0 2466.4 6213.6 .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2 . 03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2210 7.05 FEET .00 37.08 .03 8.7 3561.7 3531.2 .050 .080 .050 2 17 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.2 4735.2 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83 .0 6.5 30. 00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 114 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.10 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.9 6080.1 .0 3372.7 4544.6 .28 .00 .77 1.34 .000 .100 .050 .000119 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.84 .00 886.16 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003071 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.2 .100 18 .23 .0 .000 0 .05 238.4 .000 .00 ..06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 11.92 37.92 32.71 8680.0 .0 8680.0 .0 .30 .00 6.90 .00 .011037 240. 240. 240. c .00 38.66 .74 1.26 .15 41.50 .0 1257.8 .0 248.1 22.6 37.20 .000 .100 .000 .000 26.00 5.77 2 11 0 .00 129.23 135.00 02MAY02 13:34:15 PAGE 115 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006933 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOE ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB . VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW= 82.00 STCHL= 11.00 STCHR= 127.97 .OK*CU-YD VEXT= .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.57 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001. 8.16 39.76 38.01 39.77 41.46 8303.2 .0 8303.1 .0 .0 793.9 .31 .00 10.46 .00 .000 .025 .002375 100. 90. 70. 4 11 TARGET=109.000 1.70 .0 .000 0 .35 257.9 .000 .00 .30 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW- .OK*CU-YD 82.00 STCHL= VEXT- 11.00 STCHR- .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC=43 .30 3470 ENCROACHMENT STATIONS= 16.5 .010 7.87 39.47 38.31 8303.2 .0 8303.1 .0 .31 .00 11.70 .00 .004461 1. 1. 1. 125.5 TYPE= 1 TARGET= 39.47 41.59 2.12 .0 709.8 .0 .000 .025 .000 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.42 109.00 125.50 c 02MAY02 13:34:15 PAGE 116 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= 87.00 STCHL= 22.55 STCHR= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD VEXT= .8K*CU-YD 133.50 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD-45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM PACE OF EL CAMINO REAL BRIDGE 1.100 8.97 40.57 38.05 40.57 42.03 1.45 .37 8303.2 .0 8303.2 .0 .0 858.1 .0 259.8 .32 .00 9.68 .00 .000 .025 .000 .000 .002615 110. 110. 110. 3 15 0 -59.71 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= . OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR=- .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS = 1.110 9.27 40.87 8303.2 .0 8303.1 .32 .00 8.72 .001356 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.77 40.87 42.06 1.18 .0 .0 951.8 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS" IMPROVED CHANNEL 2.000 9.39 41.09 7753.1 .0 7752.4 .32 .00 8.29 .001276 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 37.94 .7 .78 75. 41.09 .0 .000 2 42. 16 934.6 .025 14 1.07 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.70 42.00 40.00 29.94 148.64 02MAY02 13:34:15 PAGE 117 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.07 40.87 7753.1 .0 7751.8 .32 .00 10.14 .002063 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.77 40.86 42.46 1.60 1.3 .0 764.6 1.3 1.01 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.65 42.50 40.00 45.35 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.73 40.63 7753.1 .0 7753.1 .32 .00 11.97 .003203 80. 80. 1.0 149.0 TYPE= 39.50 .0 .00 80. 40.62 .0 .000 2 42.85 647.5 .025 15 2 .23 .0 .000 0 .20 264.4 .000 .00 .19 24.5 31.90 92.56 42.00 42.00 44.73 137.29 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS' 40.0 3.000 9.59 41.59 39.49 7753.1 .0 7753.1 .0 .33 .00 9.91 .00 .002092 70. 75. 80. 320.0 TYPE= 1 TARGET= 41.58 43.12 1.52 .0 782.4 .0 .000 .025 .000 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.61 42.00 43.00 181.04 289.65 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 118 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43 .77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.67 40.76 40.44 40.75 43.80 7753.1 .0 7753.1 .0 .0 554.1 .33 .00 13.99 .00 .000 .035 .008963 83. 60. 45. 3 12 3.04 .0 .000 0 .23 266.6 .000 .00 .45 24.8 32.09 81.22 43.58 43.77 160.49 241.71 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.28 5.110 921.1 .33 .001603 *SECNO 310, 3280 CROSS 310.000 921.1 .34 .001433 *SECNO 400. 3280 CROSS 400.000 921.1 .34 .002046 8.25 70.3 2.49 117. .000 SECTION 8.36 19.5 1.81 79. 000 SECTION 8.18 235.2 3.87 101. 44 .44 704.6 5.79 118. 41.72 146.2 3 .09 118. 310.00 EXTENDED 44 .60 813.8 5.25 80. 41.55 87.9 2.50 80. 400.00 EXTENDED 44 .67 628.6 6.73 103. 42.10 57.3 2.62 105. 44.43 44.86 28.3 121.8 .040 .035 2 14 .77 FEET 44.59 44.99 10.8 154.9 .040 .035 2 14 .17 FEET 44.66 45.21 60.8 93.4 .040 .035 2 14 .43 47.3 .040 0 .39 35.2 .040 0 .55 21.8 .040 0 .80 267.6 .000 .00 .12 268.0 .000 .00 .18 268.4 .000 .00 .26 25.0 36.19 42.94 .00 25.1 36.24 43.00 .05 25.2 36.49 38.28 39.82 38.62 .16 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.28 02MAY02 13:34:15 PAGE 119 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED .38 FEET 580.000 921.1 .35 .002334 8.31 80.5 3.29 204. 45.08 773.0 6.60 202 . 42.78 67.6 2.77 203. 45.06 24.5 .040 2 45.67 117.1 .035 15 .59 24.4 .040 0 .44 269.2 .000 .00 .01 25.3 36.77 38.61 41.45 41.04 .00 38.61 *SECNO 750.000 750.000 8.19 921.1 130.1 .36 3.56 .002230 240. 45.67 739.0 6.50 247. 43.42 52.0 2.62 251. 45.64 36.5 .040 2 46.23 113.6 .035 19 .56 19.9 .040 0 .56 270.2 .000 .00 .00 25.6 37.48 39.94 41.46 41.77 .75 40.69 /*"""" *SECNO 1000.000 1000.000 7.94 921.1 54.2 .37 3.43 .004077 197. 45.96 833.1 8.28 197. 44 .15 33.8 3.13 198. 45.93 15.8 .040 2 46.94 100.6 .035 15 .98 10.8 .040 0 .58 270.8 .000 .00 .13 25.7 38.02 28.73 42.14 42.50 .52 29.25 •SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .72 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.53 1230.000 921.1 .38 .001747 9.33 29.1 2.12 233. 47.09 852 .3 5.82 232. 43.93 39.7 2.25 231. 47.04 13.7 .040 3 47.58 146.3 .035 15 .49 17.7 .040 0 .59 271.6 .000 .00 .05 25.9 37.76 37.69 43.60 43.92 .71 38.40 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .69 3470 ENCROACHMENT STATIONS' c 1470.000 921.1 .39 .003722 8.33 87.5 3.64 267. 47.47 807.4 7.92 263. .1 250.1 TYPE= 1 TARGET- 45.76 47.42 48.34 .88 26.2 24.1 101.9 9.4 2.80 .040 .035 .040 258. 3 15 0 250.000 .65 .12 272.6 26.1 .000 39.14 .00 32.02 43.35 44.40 .10 32.12 02MAY02 13:34:15 PAGE 120 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 1810.000 1810.000 6.97 921.1 21.9 .41 2.52 .003365 358. *SECNO 2100.000 3301 HV CHANGED MORE CWSEL CRIWS WSELK EG HV HL QCH QROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR WTN XLCH XLOBR I TRIAL IDC ICONT CORAR 48.87 47.20 48.83 49.61 .74 1.25 881.3 17.9 8.7 125.6 7.0 273.7 7.02 2.56 .040 .035 .040 .000 354. 345. 2 14 0 .00 THAN HVINS OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .01 46.10 26.4 46.89 41.90 71.23 35.84 107.07 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.55 921.1 .1 .41 1.06 .012195 276. SECNO 2420.000 9**1 3301 HV CHANGED MORE 51.58 51.58 51.54 53.39 1.81 1.61 763.8 157.2 .1 66.6 23.9 274.5 11.47 6.59 .040 .035 .040 .000 278. 284. 0 15 0 .00 THAN HVINS .32 51.30 26.6 . 47.19 46.03 4.82 26.96 31.78 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.88 2420.000 8.64 921.1 12.8 .43 2.15 .003441 320. *SECNO 2700.000 2700.000 8.28 921.1 128.3 .44 3.79 .002657 278. *SECNO 2980.000 2980.000 7.29 921.1 44.3 .45 3.18 .003190 298. S4.55 52.46 54.51 55.36 .81 1.87 889.2 19.2 6.0 121.1 7.6 275.3 7.34 2.53 .040 .035 .040 .000 318. 320. 3 11 0 .00 55.41 53.43 55.36 56.20 .79 .84 646.4 146.4 33.9 79.5 36.4 276.2 8.13 4.03 .040 .035 .040 .000 279. 277. 2 15 0 .00 56.14 54.33 56.09 57.13 .99 .87 795.0 81.9 13.9 93.7 23.4 277.2 8.48 3.50 .040 .035 .040 .000 300. 302. 3 14 0 .00 .10 52.46 26.8 51.72 45.91 2.08 30.79 32.87 .00 48.79 27.0 48.31 47.13 2.46 33.72 36.18 .06 50.04 27.2 49.70 48.85 40.22 32.23 72.45 02MAY02 13:34:15 PAGE 121 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.80 56.80 56.80 921.1 223.8 408.2 289.2 .45 6.98 12.15 6.55 .010121 145. 135. 120. CCHV= .300 CEHV= .500 *SECNO 3000.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.51 58.61 58.61 571.1 .0 571.1 .0 .45 .00 12.09 .00 .030499 30. 25. 32. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 56.77 58.21 1.41 .70 .13 52.00 32.0 33.6 44.1 277.5 27.3 52.00 .040 .035 .040 .000 52.00 10.67 0 14 0 .00 39.72 50.39 58.53 60.88 2.27 .39 .43 64.10 .0 47.2 .0 277.6 27.3 64 .10 .000 .040 .000 .000 52.10 27.75 0 11 0 .00 10.51 38.25 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED 1.24 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.50 3010.000 1238.0 .46 .000260 8.64 171.0 1.52 40. 61.04 986.7 2 .44 35. 55.48 80.3 1.33 35. 60.93 112.8 .040 3 61.12 404.3 .040 14 .08 60.3 .040 0 .02 277.8 .000 .00 .22 27.4 52.40 91.67 53.60 53.80 .00 91.67 c 02MAY02 13:34:15 PAGE 122 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 666.85 35.13 179.98 666.85 35.13 179.98 13 58.609 61.037 3000.000 3010.000 02MAY02 13:34:15 PAGE 123 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST •PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.77 8665.1 .0 7787.5 877.5 .00 .00 1.03 .85 .000021 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED V»^-3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.54 8665.1 67.9 8492.0 105.1 .09 .75 1.50 .77 .000064 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411. 5 .14 .20 .92 1.53 .000103 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 ,,„--. 8680.0 .0 2466.3 6213.7 .21 .00 .66 1.31 .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.4 135.8 .040 .040 .040 2 21 0 7 . 05 FEET .00 37.08 .03 8.7 3562.6 3532.0 .050 .080 .050 2 17 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3752.0 4736.2 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.60 .00 656.40 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.15 .00 757.85 790.00 02MAY02 13:34:15 PAGE 124 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT •SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.7 6080.3 .0 3373.5 4546.0 .28 .00 .77 1.34 .000 .100 .050 .000118 300. 300. 300. 2 17 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.83 .00 886.17 895.00 •SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003068 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.8 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.08 42.10 37.10 9.77 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 8680.0 .30 .011031 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1258.1 .100 11 .74 .0 .000 0 1.26 248.2 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 125 SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006931 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.92 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.2 .00 .040 .080 250. 2 11 .69 2.15 .00 .0 255.7 23.4 .000 .000 28.50 0 .00 148.60 40.00 38.20 21.40 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL= VEXT= 11.00 STCHR=127.97 .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.09 39.69 38.12 39.76 8520.1 .0 8520.1 .0 .0 .31 .00 10.84 .00 .000 .002580 100. 90. 70. 4 109.000 41.51 786.0 .025 11 1.82 .0 .000 0 .36 257.9 .000 .00 .34 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 82.00 STCHL= .OK*CU-YD 11.00 STCHR= .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS- 16.5 .010 7.75 39.35 38.42 8520.1 .0 8520.1 .0 .31 .00 12.20 .00 .004921 1. 1. • 1. 125.5 TYPE= 1 TARGET= 39.47 41.66 2.31 .0 698.4 .0 .000 .025 .000 2 15 0 109.000 .00 .15 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -51.68 109.00 125.50 02MAY02 13:34:15 PAGE 126 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS* 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.03 40.63 38.15 40.57 42.14 1.51 .39 8520.1 .0 8520.1 .0 .0 864.2 .0 259.9 .31 .00 9.86 .00 .000 .025 .000 .000 .002699 110. 110. 110. 4 15 0 -60.11 .08 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 -*SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH=31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS^ 1.110 9.34 40.94 8520.1 .0 8520.1 .31 .00 8.88 .001394 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.87 40.87 42.17 1.23 .0 .0 959.0 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.46 41.16 7970.1 .0 7969.2 .32 .00 8.45 .001311 70. 70. 1.0 149.4 TYPE=1 TARGET=148.400 .05 .8 .83 75. 41.09 .0 .000 2 42.27 943.1 .025 14 1.11 1.0 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.96 42.00 40.00 29.79 148.74 02MAY02 13:34:15 PAGE 127 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1.0 2.500 9.13 40.93 38.89 7970.1 .0 7968.4 1.6 .32 .00 10.34 1.09 .002127 75. 90. 105. 149.0 TYPE= 1 TARGET= 40.87 42.59 1.66 .0 770.7 1.5 .000 .025 .040 2 15 0 148.000 .15 .17 263.2 24.3 .000 31.80 .00 103.77 42.50 40.00 45.23 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.77 40.67 7970.1 .0 7970.1 .32 .00 12.23 .003323 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.66 .0 .00 80. 40.63 .0 .000 2 42.99 651.7 .025 11 2.32 .0 .000 0 .21 264.5 .000 .00 .20 24.5 31.90 92.74 42.00 42.00 44.64 137.38 •SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3.000 9.71 41.71 7970.1 .0 7970.1 .32 .00 10.01 .002100 70. 75. 40.0 320.0 TYPE= 1 TARGET= 39.61 41.59 43.27 1.56 .0 .0 796.4 .0 .00 .000 .025 .000 80. 4 11 0 280.000 .20 .08 265.8 24.7 .000 32.00 .00 109.23 42.00 43.00 180.72 289.95 CCHV= .100 CEHV= .300 *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 128 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPHID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.74 40.83 40.58 40.76 43.97 7970.1 .0 7970.1 .0 .0 559.8 .32 .00 14.24 .00 .000 .035 .009196 83. 60. 45. 3 12 3.15 .0 .000 0 .23 266.7 .000 .00 .48 24.8 32.09 81.50 43.58 43.77 160.35 241.85 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED 3301 HV CHANGED MORE THAN HVINS .,302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 1138.1 .33 .002453 *SECNO 310, 3280 CROSS 310.000 1138.1 .33 .002047 *SECNO 400. 3280 CROSS 400.000 1138.1 .34 .002877 8.25 86.8 3.07 117. .000 SECTION 8.47 25.8 2.23 79. 000 SECTION 8.32 294.5 4.67 101. 44.44 870.8 7.15 118. 42.33 180.5 3.82 118. 310.00 EXTENDED 44.71 999.9 6.35 80. 42.15 112.3 3.06 80. 400.00 EXTENDED 44.81 769.3 8.08 103. 42.77 74.3 3.18 105. 44.44 28.2 .040 3 .89 FEET 44.60 11.6 .040 2 .31 FEET 44.67 63.0 . 040 2 45.09 121.7 .035 19 45.28 157,5 .035 19 45.59 95.2 .035 15 .66 47.2 .040 0 .57 36.7 .040 0 .78 23.4 .040 0 .87 267.7 .000 .00 .18 268.1 .000 .00 .25 268.5 .000 .00 .25 25.0 36.19 42.93 .01 25.1 36.24 43 .00 .07 25.2 36.49 38.64 39.82 38.62 .17 43 .10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.64 02MAY02 13:34:15 PAGE 129 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.63 1138.1 109.1 .35 3.92 .002936 204. *SECNO 750.000 3280 CROSS SECTION 750.000 8.70 1138.1 177.4 .36 4.06 .002521 240. *SECNO 1000.000 280 CROSS SECTION 3301 HV CHANGED MORE 1000.000 8.45 1138.1 82.7 .36 4.08 .004675 197. CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 580.00 EXTENDED 45.40 933.5 7.63 202. 43.47 95.5 3.35 203. 750.00 EXTENDED 46.18 882.2 7.24 247. 44 .05 78.5 3 . 11 251. 1000.00 EXTENDED THAN HVINS 46.47 1002.1 9.29 197. 44 .95 53.3 3.80 198. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELM IN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .70 FEET 45.08 46.18 .78 .59 .00 41.45 27.9 122.4 28.5 269.4 25.3 41.04 .040 .035 .040 .000 36.77 .00 2 15 0 .00 38.80 38.80 .35 FEET 45.67 46.86 .68 .67 .01 41.46 43.7 121.8 25.2 270.4 25.6 41.77 .040 .035 .040 .000 37.48 .00 2 15 0 .00 41.10 41 . 10 .48 FEET 45.96 47.68 1.21 .66 .16 42.14 20.3 107.9 14.0 271.2 25.7 42.50 .040 .035 .040 .000 38.02 .00 2 15 0 .00 29.30 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED 1.44 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.60 1230.000 1138.1 .37 .001816 10.05 50.3 2.53 233. 47.81 1022.2 6.34 232. 44.63 65.6 2.70 231. 47.09 19.9 .040 3 48.38 161.3 .035 15 .57 24.2 .040 0 .64 272 . 1 .000 .00 .06 25.9 37.76 38.40 43.60 43.92 .00 38.40 02MAY02 13:34:15 PAGE 130 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .70 3470 ENCROACHMENT STATIONS- 1470.000 9.05 48.19 1138.1 135.1 956.8 .38 4.23 8.48 .003730 267. 263. .1 250.1 TYPE= 1 TARGET- 46.49 47.47 49.17 .98 46.2 32.0 112.8 14.3 3.22 .040 .035 .040 258. 3 15 0 250.000 .66 .12 273.2 26.1 .000 39.14 .00 33.46 43.35 44.40 .10 33.56 *SECNO 1810.000 3265 DIVIDED FLOW 1810.000 1138.1 .40 .003193 7.69 39.6 2.80 358. 49.59 1062.2 7.44 354. 47.83 36.3 3.11 345. 48.87 14.1 .040 3 50.40 142.7 .035 14 .81 11.7 .040 0 1.22 274.5 .000 .00 .02 26.4 41.90 47.01 46.10 46.89 27.69 108.31 *SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 6.18 52.21 1138.1 2.6 919.1 .40 2.24 12.04 .011198 276. 278. 52.21 216.3 6. 91 284. 51.58 1.2 .040 0 54 .17 76.3 .035 15 1.96 31.3 .040 0 1.51 275.4 .000 .00 .34 26.7 46.03 30.32 51.30 47.19 3.04 33.36 *SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 2420.000 1138.1 .41 .003619 9.28 27.0 2.64 320. 55.19 1077.0 8.05 318. 53.16 34.0 2.97 320. 54.55 10.2 .040 3 56.15 133.8 .035 11 .96 11.4 .040 0 1.87 276.4 .000 .00 .10 26.9 45.91 33.79 52.46 51.72 .30 34.10 02MAY02 13:34:15 PAGE 131 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 2700.000 3280 CROSS SECTION 2700.000 9.01 1138.1 171.9 .43 4.12 .002734 278. *SECNO 2980.000 2980.000 8.02 1138.1 65.5 .44 3.43 .003206 298. *SECNO 2990.000 7185 MINIMUM SPECIFIC CWSEL CRIWS QCH QROB VCH VROB XLCH XLOBR 2700.00 EXTENDED 56.14 54.16 763.2 203.0 8.76 4.34 279. 277. 56.87 55.01 946.4 126.2 9.11 3.83 300. 302. ENERGY WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .04 FEET 55.41 57.03 .89 .87 .01 48.79 41.8 87.1 46.8 277.4 27.2 48.31 .040 .035 .040 .000 47.13 1.33 2 15 0 .00 37.17 38.50 56.14 57.98 1.11 .89 .06 50.04 19.1 103.9 33.0 278.6 27.4 49.70 .040 .035 .040 .000 48.85 38.21 3 15 0 .00 35.96 74.17 3720 CRITICAL DEPTH ASSUMED 2990.000 5.29 1138.1 290.2 .44 7.35 .009938 145. CCHV= .300 CEHV= *SECNO 3000.000 3301 HV CHANGED MORE 7185 MINIMUM SPECIFIC 57.29 57.29 476.0 371.8 12.85 6.93 135. 120. .500 THAN HVINS ENERGY 56.80 58.82 1.53 .70 .13 52.00 39.5 37.0 53.7 279.0 27.5 52.00 .040 .035 .040 .000 52.00 9.03 0 14 0 .00 43.25 52.28 3720 CRITICAL DEPTH ASSUMED 3000.000 7.74 788.1 .0 .44 .00 .029841 30. 59.84 59.84 788.1 .0 12.93 .00 25. 32. 58.61 62.44 2.60 .39 .53 64.10 .0 61.0 .0 279.1 27.5 64.10 .000 .040 .000 .000 52.10 27.13 0 11 0 .00 11.74 38.87 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 2.85 FEET 02MAY02 13:34:15 PAGE 132 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.76 3010.000 1238.0 .45 .000130 10.25 198.0 1.28 40. 62.65 942.5 1.95 35. 55.48 97.5 1.08 35. 61.04 154.8 .040 3 62.70 483.6 .040 18 .05 90.3 . 040 0 .01 279.4 .000 .00 .25 27.6 52.40 95.39 53.60 53.80 .00 95.39 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ 449.94 QCOMP 7774.63 ERRAC 178.12 TASQ 449.94 TCQ 7774.63 TABER 178.12 NITER DSWS 59.843 usws 62.655 DSSNO 3000.000 USSNO 3010.000 c 02MAY02 13:34:15 PAGE 133 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET ^•N 78.900 18.02 37.02 23.73 8465.4 .0 7608.1 857.3 .00 .00 1.01 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13,. 02 37.02 27.50 8465.4 66.4 8296.4 102.6 .10 .73 1.47 .76 .000061 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 8680.0 .0 2466.4 6213.6 .21 .00 .66 1.31J .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2 21 0 7 . 05 FEET .00 37.08 .03 8.7 3561.8 3531.3 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.3 4735.2 .000 .100 .050 2 14 0 .00 .00 ' 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34. 10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 134 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .28 .000119 12.11 .0 .00 300. 37.11 2599.9 .77 300. 28.88 6080.1 1.34 300. .00 .0 .000 2 37.13 3372.8 .100 17 .02 4544 .7 .050 0 .03 219.7 .000 .00 .00 19.6 25.00 886.16 41.20 35.80 8.84 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003070 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 . 0 .00 160. .00 . 0 .000 4 37.24 2280.3 . 100 18 .22 . .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42 .10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .30 .011037 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32 .71 .0 .00 240. . 00 .0 .000 2 38.66 1257.9 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 135 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006933 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELM IN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40. 12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE. DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.16 39.76 38.02 39.69 8320.4 .0 8320.4 .0 .0 .31 .00 10.49 .00 .000 .002390 100. 90. 70. 4 TARGET=109.000 41.46 793.3 .025 11 1.71 .0 .000 0 .35 257.9 .000 .00 .30 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS= .010 7.86 39.46 8320.4 .0 8320.4 .31 .00 11.74 .004495 1. 1. 16.5 125.5 TYPE= 1 TARGET= 38.31 39.35 41.60 2.14 .0 .0 708.9 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.36 109.00 125.50 02MAY02 13:34:15 PAGE 136 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=.8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.98 40.58 38.05 40.63 42.04 1.46 .37 8320.4 .0 8320.4 .0 .0 858.4 .0 259.9 .32 .00 9.69 .00 .000 .025 .000 .000 .002623 110. 110. 110. 3 15 0 -59.73 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 ....-SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 24.5 1.110 9.28 40.88 37.78 8320.4 .0 8320.4 .0 .32 .00 8.74 .00 .001359 1. 1. 1. 133.5 TYPE= 1 TARGET= 40.94 42.06 1.19 .0 952.3 .0 .000 .025 .000 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.40 41.10 7770.4 .0 7769.7 .32 .00 8.31 .001279 70. 70. 1.0 149.4 TYPE=1 TARGET-148.400 37.95 .7 .79 75. 41.16 .0 .000 2 42.17 935.3 .025 14 1.07 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.72 42.00 40.00 29.93 148.64 02MAY02 13:34:15 PAGE 137 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1.0 2.500 9.07 40.87 38.78 7770.4 .0 7769.0 1.4 .32 .00 10.16 1.02 .002068 75. 90. 105. 149.0 TYPE= 1 TARGET= 40.93 42.47 1.60 .0 765.0 1.3 .000 .025 .040 2 15 0 148.000 .14 .16 263.1 24.3 .000 31.80 .00 103.65 42.50 40.00 45.34 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.73 40.63 7770.4 .0 7770.4 .32 .00 11.99 .003214 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.51 .0 .00 80. 40.67 .0 .000 2 42.86 647.8 .025 15 2.23 .0 .000 0 .20 264.4 .000 .00 . 19 24 . 5 31.90 92 .57 42.00 42 . 00 44 .73 137.30 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 40.0 3.000 9.60 41.60 39.50 7770.4 .0 7770.4 .0 .33 .00 9.92 .00 .002094 70. 75. 80. 320.0 TYPE- 1 TARGET= 41.71 43.13 1.53 .0 783.3 .0 .000 .025 .000 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.65 42.00 43.00 181.02 289.67 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 138 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.67 40.76 40.45 40.83 43.81 7770.4 .0 7770.4 .0 .0 554.5 .33 .00 14.01 .00 .000 .035 .008985 83. 60. 45. 3 12 3.05 .0 .000 0 .23 266.6 .000 .00 .46 24.8 32.09 81.24 43.58 43.77 160.48 241.72 •SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.28 5.110 938.4 .33 001661 8.25 71.7 2.53 117. 44 .44 717.7 5.89 118. 41 .77 149. 0 3.15 118. 44 .44 28.3 .040 2 44.88 121.8 .035 14 .44 47.3 .040 0 .81 267.6 .000 .00 .26 25.0 36.19 42.95 39.82 38.62 .15 43.10 *SECNO 310.000 3280 CROSS SECTION 310.00 EXTENDED .78 FEET 310.000 938.4 .34 .001479 8.37 20.0 1.84 79. 44.61 828.6 5.34 80. 41.60 89.8 2.54 80. 44 .71 10.9 .040 2 45.01 155.1 .035 14 .40 35.3 .040 0 .13 268.0 .000 .00 .00 25.1 36.24 43.00 41.63 40.20 .00 43.00 *SECNO 400.000 3280 CROSS SECTION 400.00 EXTENDED .18 FEET 400.000 938.4 .34 .002109 8.19 239.9 3.94 101. 44.68 639.9 6.84 103. 42.15 58.6 2.67 105. 44 .81 61.0 .040 2 45.24 93.6 .035 14 .56 22.0 .040 0 .18 268.4 .000 .00 .05 25.2 36.49 38.31 36.99 40.46 .00 38.31 02MAY02 13:34:15 PAGE 139 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.33 938.4 82.7 .35 3.34 .002386 204. *SECNO 750.000 750.000 8.23 938.4 133.6 .36 3.60 .002259 240. *SECNO 1000.000 3280 CROSS SECTION 1000.000 7.98 938.4 56.2 .37 3.47 .004132 197. *SECNO 1230.000 3280 CROSS SECTION CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 580.00 EXTENDED 45.10 786.2 6.69 202. 45.71 750.9 6.57 247. 42.84 69.5 2.81 203 . 43.47 53.8 2.65 251. 1000.00 EXTENDED 46.00 846.9 8.37 197. 44.22 35.2 3.18 198. 1230.00 EXTENDED 3302 WARNING: CONVEYANCE CHANGE 1230.000 9.39 938.4 30.6 .38 2.15 .001754 233. 47.15 866.1 5.87 232. OUTSIDE 43.99 41.7 2.29 231. WSELK EG HV HL OLOSS L-BANK ELEV ALOB ACH AROB VOL TWA R-BANK ELEV XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .40 FEET 45.40 45.71 .61 .45 .01 41.45 24.7 117.5 24.7 269.2 25.3 41.04 .040 .035 .040 .000 36.77 .00 2 15 0 .00 38.68 38.68 46.18 46.28 .57 .57 .00 41.46 37.1 114.3 20.3 270.2 25.6 41.77 .040 .035 .040 .000 37.48 .66 2 19 0 .00 40.13 40.79 .01 FEET 46.47 47.00 1.00 .59 .13 42.14 16.2 101.2 11.1 270.9 25.7 42.50 .040 .035 .040 .000 38.02 .43 2 15 0 .00 28.87 29.30 .78 FEET OF ACCEPTABLE RANGE, KRATIO = 1.53 47.81 47.65 .50 .60 .05 43.60 14.2 147.6 18.2 271.7 25.9 43.92 .040 .035 .040 .000 37.76 .58 3 15 0 .00 37.82 38.40 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS-.1 250.1 TYPE=1 TARGET-250.000 c 02MAY02 13:34:15 PAGE 140 SEGNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL 1470.000 8.39 938.4 91.3 .39 3.69 .003722 267. *SECNO 1810.000 1810.000 7.03 938.4 23.1 .41 2.55 .003353 358. *SECNO 2100.000 3301 HV CHANGED MORE CWSEL QCH VCH XLCH 47.53 819.5 7.97 263. 48.93 896.1 7.06 354. THAN HVINS CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTO XLOBR ITRIAL IDC ICONT CORAR 45.82 48.19 48.41 .88 .65 27.6 24.7 102.9 9.8 272.6 2.83 .040 .035 .040 .000 258. 3 15 0 .00 47.25 49.59 49.67 .74 1.25 19.2 9.1 127.0 7.3 273.8 2.61 .040 .035 .040 .000 345. 2 14 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .12 43.35 26.1 44.40 39.14 .10 32.14 32.24 .01 46.10 26.4 46.89 41.90 71.10 36.07 107.17 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH 2100.000 5.60 938.4 .2 .41 1.18 .012115 276. *SECNO 2420.000 3301 HV CHANGED MORE ASSUMED 51.63 776.5 11.52 278. THAN HVINS 3302 WARNING: CONVEYANCE CHANGE 2420.000 8.69 938.4 13.8 .43 2.19 .003455 320. *SECNO 2700.000 2700.000 8.34 938.4 131.7 .44 3.81 .002664 278. 54.60 904.4 7.40 318. 55.47 656.0 8.18 279. 51.63 52.21 53.45 1.82 1.61 161.7 .2 67.4 24.4 274.5 6.62 .040 .035 .040 .000 284. 0 15 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.87 52.52 55.19 55.42 .82 1.87 20.2 6.3 122.2 7.9 275.4 2.57 .040 .035 .040 .000 320. 3 11 0 .00 53.51 56.14 56.27 .80 .84 150.7 34.5 80.2 37.2 276.3 4.05 .040 .035 .040 .000 277. 2 15 0 .00 .32 51.30 26.6 47.19 46.03 4.68 27.23 31.91 .10 52.46 26.8 51.72 45.91 1.92 31.05 32.97 .00 48.79 27.0 48.31 47.13 2.37 34.02 36.39 c 02MAY02 13:34:15 PAGE 141 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *SECNO 2980.000 2980.000 7.35 56.20 54.39 938.4 45.8 807.5 85.1 .45 3.20 8.54 3.52 .003192 298. 300. 302. *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.84 56.84 56.84 938.4 229.0 413.7 295.7 .45 7.01 12.21 6.59 .010104 145. 135. 120. CCHV= .300 CEHV= .500 *SECNO 3000.000 301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.62 58.72 58.72 588.4 .0 588.4 .0 .45 .00 12.17 .00 .030444 30. 25. 32. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 56.87 57.20 1.00 .87 .06 50.04 14.3 94.6 24.1 277.3 27.2 49.70 .040 .035 .040 .000 48.85 40.05 3 14 0 .00 32.55 72.59 57.29 58.26 1.42 .70 .13 52.00 32.6 33.9 44.9 277.6 27.3 52.00 .040 .035 .040 .000 52.00 10.53 0 14 0 .00 40.02 50.55 59.84 61.02 2.30 .39 .44 64.10 .0 48.3 .0 277.7 27.4 64 . 10 .000 .040 .000 .000 52.10 27.69 0 11 0 .00 10.62 38.31 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 1.38 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.55 3010.000 1238.0 .46 .000243 8.78 174.0 1.49 40. 61.18 982.2 2.39 35. 55.48 81.8 1.31 35. 62.65 116.4 .040 3 61.25 411.2 .040 14 .08 62.7 .040 0 .02 278.0 .000 .00 .22 27.4 52.40 91.99 53.60 53.80 .00 91.99 02MAY02 13:34:15 PAGE 142 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 649.63 67.59 162.31 649.63 67.59 162.31 15 58.716 61.178 3000.000 3010.000 w 02MAY02 13:34:15 PAGE 143 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.73 8480.1 .0 7621.3 858.8 .00 .00 1.01 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED IV»,,,J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.51 8480.1 66.5 8310.8 102.8 .10 .73 1.47 .76 .000062 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 ,«*!•*. 8680.0 .0 2466.3 6213.7 & .21 .00 .66 1.31 ^Itlr 000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.2 135.8 .040 .040 .040 2 21 0 7 . 05 FEET .00 37.08 .03 8.7 3561.9 3531.3 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.3 4735.3 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7. 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 144 SEGNO DEPTH CWSEL CRIWS WSELK EG HV*> Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.9 6080.1 .0 3372.8 4544.8 .28 .00 .77 1.34 .000 .100 .050 .000119 300. 300. 300. 2 17 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.84 .00 886.16 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003070 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.3 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42. 10 37. 10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 11.92 37.92 32.71 8680.0 .0 8680.0 .0 .30 .00 6.90 .00 .011036 240. 240. 240. G .00 38.66 .74 1.26 .15 41.50 .0 1257.9 .0 248.1 22.6 37.20 .000 .100 .000 .000 26.00 5.77 2 11 0 .00 129.23 135.00 02MAY02 13:34:15 PAGE 145 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006932 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.58 40.00 38.20 21.42 170.00 *SECNO .001 CHIMP CLSTA- 74.50 CELCH= 31.60 BW= 82.00 STCHL- EXCAVATION DATA AEX= 188.2SQ-FT VEXR- .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE- 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.15 39.75 38.03 39.76 41.47 1.72 .35 8335.1 .0 8335.1 .0 .0 792.7 .0 257.9 .31 .00 10.51 .00 .000 .025 .000 .000 .002404 100. 90. 70. 4 11 0 .00 .31 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA- 74.50 CELCH- EXCAVATION DATA AEX- 188.2SQ-FT VEXR- 31.60 BW-82.00 STCHL- .OK*CU-YD VEXT- 11.00 STCHR- .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC- 43.30 3470 ENCROACHMENT STATIONS- .010 7.85 39.45 8335.1 .0 8335.1 .31 .00 11.77 .004524 1. 1. 16.5 125.5 TYPE= 1 TARGET- 38.32 39.46 41.60 2.15 .0 .0 708.2 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.31 109.00 125.50 c 02MAY02 13:34:15 PAGE 146 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= 87.00 STCHL= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS^ 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.98 40.58 38.06 40.58 42.04 1.46 .37 8335.1 .0 8335.1 .0 .0 858.6 .0 259.9 .32 .00 9.71 .00 .000 .025 .000 .000 .002630 110. 110. 110. 3 15 0 -59.75 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 SEGNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 1.110 9.28 40.88 8335.1 .0 8335.1 .32 .00 8.75 .001362 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.78 40.88 42.07 1.19 .0 .0 952.8 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 ' .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS = IMPROVED CHANNEL 2.000 9.40 41.10 7785.1 .0 7784.4 .32 .00 8.32 .001282 70. 70. 1.0 149.4 TYPE=148.400 37.96 .7 .79 75. 41.10 .0 .000 2 42.18 935.8 .025 14 1.07 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.73 42.00 40.00 29.92 148.65 02MAY02 13:34:15 PAGE 147 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2.500 9.07 40.87 7785.1 .0 7783.7 .32 .00 10.17 .002073 75. 90. 1.0 149.0 TYPE- 1 TARGET- 38.79 40.87 42.48 1.61 1.4 .0 765.4 1.3 1.02 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.2 24.3 .000 31.80 .00 103.66 42 .50 40.00 45.34 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.900 8.73 40.63 7785.1 .0 7785.1 .32 .00 12.01 .003222 80. 80. 1.0 149.0 TYPE-TARGET-148.000 39.52 .0 .00 80. 40.63 .0 .000 2 42.87 648.1 .025 15 2.24 .0 .000 0 .20 264.5 .000 .00 .19 24.5 31.90 92.58 42.00 42.00 44.72 137.31 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS" 3.000 9.61 41.61 7785.1 .0 7785.1 .33 .00 9.93 .002096 70. 75. 40.0 320.0 TYPE- 1 TARGET- 39.50 41.60 43.14 1.53 .0 .0 784.1 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.68 42.00 43.00 181.01 289.69 CCHV= .100 CEHV- *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 148 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.68 40.77 40.46 40.76 43.82 7785.1 .0 7785.1 .0 .0 554.8 .33 .00 14.03 .00 .000 .035 .009003 83. 60. 45. 3 12 3.06 .0 .000 0 .23 266.6 .000 .00 .46 24.8 32 .09 81.26 43.58 43.77 160.47 241.73 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .94 FEET 3301 HV CHANGED MORE THAN HVINS WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 5.110 953.1 .33 .001711 *SECNO 310 3280 CROSS 310.000 953.1 .34 .001519 *SECNO 400, 3280 CROSS 400.000 953.1 .34 .002163 8.25 72.9 2.57 117. .000 SECTION 8.38 20.4 1.87 79. .000 SECTION 8.20 243.9 3.99 101. 44.44 728.8 5.98 118. 41.82 151.4 3.20 118. 310.00 EXTENDED 44.62 841.2 5.42 80. 41.65 91.4 2.58 80. 400.00 EXTENDED 44.69 649.5 6.93 103. 42.20 59.7 2.71 105. 44.44 28.3 .040 2 .79 FEET 44.61 10.9 .040 2 .19 FEET 44.68 61.1 .040 2 44.90 121.9 .035 14 45.03 155.3 .035 14 45.27 93.7 .035 14 .46 47.3 .040 0 .41 35.4 .040 0 .58 22.1 .040 0 .81 267.6 .000 .00 .13 268.0 .000 .00 .19 268.4 .000 .00 .26 25.0 36.19 42.96 .00 25.1 36.24 43 .00 .05 25.2 36.49 38.34 39.82 38.62 .14 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.34 02MAY02 13:34:15 PAGE 149 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED .42 FEET 580.000 953.1 .35 .002431 8.35 84.5 3.39 204. 45.12 797.4 6.77 202. 42.89 71.2 2.85 203. 45.10 25.0 .040 2 45.74 117.8 .035 15 .62 25.0 .040 0 .46 269.2 .000 .00 .01 25.3 36.77 38 .75 41.45 41.04 .00 38.75 *SECNO 750.000 750.000 8.27 953.1 136.7 .36 3.64 .002283 240. 45.75 761.0 6.63 247. 43.52 55.4 2.68 251. 45.71 37.6 .040 2 46.33 114.8 .035 19 .58 20.6 .040 0 .58 270.2 .000 .00 .00 25.6 37.48 40.30 41.46 41.77 . 58 40.88 *SECNO 1000.000 3280 CROSS SECTION 1000.00 EXTENDED .05 FEET 1000.000 953.1 .37 .004178 8.02 57.9 3.51 197. 46.04 858.7 8.44 197. 44.28 36.5 3.23 198. 46.00 16.5 .040 2 47. 05 101.7 .035 15 1.01 11.3 .040 0 .60 270.9 .000 .00 .13 25.7 38.02 28.95 42.14 42.50 .35 29. 30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .83 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.54 1230.000 953.1 .38 .001759 9.44 31.8 2 .17 233. 47.20 877.9 5.91 232. 44.04 43 .4 2.32 231. 47.15 14.6 .040 3 47.70 148.7 .035 15 .51 18.7 .040 0 .60 271.7 .000 .00 .05 25.9 37.76 37.94 43.60 43.92 .46 38.40 •SECNO 1470.000 02MAY02 13 :34:15 PAGE 150 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS** Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS^ .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 8.44 47.58 45.86 47.53 48.47 .89 .65 .12 953.1 94.5 829.7 28.9 25.3 103.6 10.1 272.7 26.1 .39 3.73 8.01 2.86 .040 .035 .040 .000 39.14 .003722 267. 263. 258. 3 15 0 .00 32.24 *SECNO 1810.000 1810.000 7.08 48.98 47.29 48.93 49.73 .75 1.25 .01 953.1 24.2 908.6 20.3 9.4 128.2 7.6 273.8 26.4 .41 2.58 7.09 2.66 .040 .035 .040 .000 41.90 .003342 358. 354. 345. 2 14 0 .00 36.27 *SECNO 2100.000 ,•301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.64 51.67 51.67 51.63 53.51 1.84 1.60 .33 953.1 .2 787.3 165.6 .2 68.0 24.9 274.6 26.6 .41 1.28 11.57 6.64 .040 .035 .040 .000 46.03 .012049 276. 278. 284. 0 15 0 .00 27.46 *SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.86 2420.000 8.74 54.65 52.57 54.60 55.48 .83 1.87 .10 953.1 14.6 917.3 21.1 6.6 123.1 8.1 275.4 26.8 .42 2.23 7.45 2.60 .040 .035 .040 .000 45.91 .003467 320. 318. 320. 3 11 0 .00 31.27 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.35 44.40 .10 32.34 46.10 46.89 70.98 107.25 51.30 47.19 4.56 32.02 52.46 51.72 1.80 33.06 02MAY02 13:34:15 PAGE 151 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2700.000 2700.000 8.39 953.1 134.6 .44 3.84 .002669 278. 55.52 664.1 8.23 279. 53.58 154.4 4.08 277. 55.47 35.1 .040 2 56.33 80.7 .035 15 .81 37.9 .040 0 .84 276.4 .000 .00 .00 27.0 47.13 34.28 48.79 48.31 2 .28 36.56 *SECNO 2980.000 2980.000 7.40 953.1 47.1 .45 3.22 .003193 298. 56.25 818.1 8.59 300. 54.44 87.9 3.54 302. 56.20 14.6 .040 3 57.26 95.3 .035 14 1.01 24.8 .040 0 .87 277.4 .000 .00 .06 27.2 48.85 32.81 50.04 49.70 39.90 72.72 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.88 56.88 953.1 233.4 418.5 .45 7.04 12.26 "S,,,- .010090 145. 135. 56.88 301.2 6.61 120. 56.84 33.2 .040 0 58.30 x 34-1 .035 14 1.43 45.6 .040 0 .70 277.7 .000 .00 .13 27.4 52.00 40.27 52.00 52.00 10.42 50.69 CCHV= .300 CEHV= *SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.70 58.80 603.1 .0 603.1 .45 .00 12.23 .030397 30. 25. 58.80 .0 .00 32. 58.72 .0 .000 0 61.13 49.3 .040 11 2 .32 .0 .000 0 .39 277.8 .000 .00 .45 27.4 52.10 10.70 64.10 64.10 27.65 38.35 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 1.50 FEET 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 152 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.58 3010.000 1238.0 .46 .000230 8.90 176.3 1.48 40. 61.30 978.6 2.35 35. 55.48 83.1 1.28 35. 61.18 119.5 .040 3 61.37 417.0 .040 14 .07 64.7 .040 0 .02 278.1 .000 .00 .22 27.4 52.40 92.26 53.60 53 .80 .00 92.26 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ 634.93 QCOMP 94.86 ERRAC 148.01 TASQ 634.93 TCQ 94.86 TABER 148.01 NITER 16 DSWS 58.805 USWS 61.296 DSSNO 3000.000 USSNO 3010.000 02MAY02 13:34:15 PAGE 153 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 8669.2 .00 000021 18 .02 .0 .00 0. 37.02 7791.3 1.03 0. 23.77 878.0 .85 0. 37.02 .0 .000 0 37.04 7545.0 .040 13 .02 1031.8 .040 0 .00 .0 .000 .00 .00 .0 19.00 590.00 30.00 23.00 .00 590.00 *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED 2 . 03 FEET V»*J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.57 84.300 8669.2 .09 000064 13.02 68.0 .75 500. 37.02 8496.1 1.50 500. 27.54 105.1 .77 500. .00 90.5 .040 2 37.06 5658.4 .040 21 .03 135.8 .040 0 .02 83.0 .000 .00 .01 6.5 24.00 550.00 30.00 30.00 .00 550.00 *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 7.05 FEET 6000.000 8680.0 .14 .000103 12.65 1.7 .20 240. 37.05 3266.7 .92 220. 28.67 5411.5 1.53 240. .00 8.7 .050 2 37.08 3562.6 .080 17 .03 3532.0 .050 0 .02 116.7 .000 .00 .00 9.7 24.40 656.40 36.80 32.20 8.60 665.00 *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 5 . 08 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=39.30 ELREA=34.10 6260.000 8680.0 .21 .000077 12.58 .0 .00 260. 37.08 2466.3 .66 260. 27.94 6213.7 1.31 260. .00 .0 .000 2 37.10 3752.0 .100 14 .02 4736.3 .050 0 .02 163.2 .000 .00 .00 13.9 24.50 757.85 39.30 34.10 32.15 790.00 02MAY02 13:34:15 PAGE 154 SECNO ? Q TIME SLOPE *SECNO 6560 3280 CROSS DEPTH QLOB VLOB XLOBL .000 SECTION CWSEL QCH VCH XLCH CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 8680.0 .28 .000118 12.11 .0 .00 300. 37. 11 2599.7 .77 300. 28.88 .00 37.13 .02 6080.3 .0 3373.5 4546.0 1.34 .000 .100 .050 300. 2 17 0 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.83 .00 886.17 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA--37. 10 6720.000 8680.0 .29 .003068 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37 .24 2280.8 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224 .08 42.10 37. 10 9.77 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 6960.000 8680.0 .30 .011031 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1258 .1 . 100 11 .74 .0 .000 0 1.26 248.2 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 155 SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006931 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.92 FEET 40. 12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.2 .00 .040 .080 250. 2 11 .69 2.15 .00 .0 255.7 23.4 .000 .000 28.50 0 .00 148.60 40.00 38.20 21.40 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR=127.97 .OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.54 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.09 39.69 38.12 39.75 8524.2 .0 8524.2 .0 .0 .31 .00 10.85 .00 .000 .002584 100. 90. 70. 4 TARGET=109.000 41.51 785.9 .025 11 1.83 .0 .000 0 .36 257.9 .000 .00 .34 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA- 74.50 CELCH= EXCAVATION DATA AEX= 18 8 . 2 SQ - FT VEXR= 82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- 16.5 .010 7.75 39.35 38.42 8524.2 .0 8524.2 .0 .31 .00 12.21 .00 .004931 1. 1. 1. 125.5 TYPE= 1 TARGET= 39.45 41.66 2.31 .0 698.2 .0 .000 .025 .000 2 15 0 109.000 .00 .15 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -51.66 109.00 125.50 c 02MAY02 13:34:15 PAGE 156 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH- EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=.8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.03 40.63 38.15 40.58 42.14 1.51 .39 8524.2 .0 8524.2 .0 .0 864.3 .0 259.9 .31 .00 9.86 .00 .000 .025 .000 .000 .002700 110. 110. 110. 4 15 0 -60.12 .08 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 „ SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH=31.60 BW= .OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 24.5 .1.110 9.34 40.94 37.87 8524.2 .0 8524.2 .0 .31 .00 8.89 .00 .001395 1. 1. 1. 133.5 TYPE= 1 TARGET= 40.88 42.17 1.23 .0 959.1 .0 .000 .025 .000 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS" IMPROVED CHANNEL 2.000 9.46 41.16 7974.2 .0 7973.4 .32 .00 8.45 .001312 70. 70. 1.0 149.4 TYPE=1 TARGET-148.400 .06 .8 .83 75. 41. 10 .0 .000 2 42.27 943.3 .025 14 1.11 1.0 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.96 42.00 40.00 29.78 148.75 02MAY02 13:34:15 PAGE 157 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS' 1.0 2.500 9.13 40.93 38.89 7974.2 .0 7972.6 1.6 .32 .00 10.34 1.09 .002128 75. 90. 105. 149.0 TYPE= 1 TARGET= 40.87 42.59 1.66 .0 770.8 1.5 .000 .025 .040 15 0 148.000 .15 .17 263.2 24.3 .000 31.80 .00 103.77 42.50 40.00 45.23 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.77 40.67 . 7974.2 .0 7974.2 .32 .00 12.23 .003325 80. 80. 149.0 TYPE=TARGET'148.000 39.66 .0 .00 80. 40.63 .0 .000 2 43.00 651.8 .025 11 2.32 .0 .000 0 .21 264.5 .000 .00 .20 24 .5 31.90 92.74 42 . 00 42 .00 44 .64 137.38 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS' 40.0 3.000 9.71 41.71 39.61 7974.2 .0 7974.2 .0 .32 .00 10.01 .00 .002101 70. 75. 80. 320.0 TYPE= 1 TARGET' 41.61 43.27 1.56 .0 796.7 .0 .000 .025 .000 4 11 0 280.000 .20 .08 42.00 265.8 24.7 43.00 .000 32.00 180.72 .00 109.24 289.96 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 158 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.74 40.83 40.58 40.77 43.98 7974.2 .0 7974.2 .0 .0 560.0 .32 .00 14.24 .00 .000 .035 .009200 83. 60. 45. 3 12 3 . 15 .0 .000 0 .23 266.7 .000 .00 .48 24.8 32.09 81.51 43.58 43.77 160.35 241.85 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS .-J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RAN3E, KRATIO = 5.110 1142.2 .33 002472 8.25 87.1 3.09 117. 44.44 874.0 7.18 118. 42 .34 181.1 3.84 118. 44 .44 28.2 .040 3 45.10 121 .7 .035 18 . 66 47.2 .040 0 .87 267.7 .000 .00 .25 25.0 36.19 42.93 39.82 38.62 .17 43.10 *SECNO 310.000 3280 CROSS SECTION 310.00 EXTENDED .89 FEET 310.000 1142.2 .33 .002059 8.48 25.9 2.24 79. 44 .72 1003.5 6.37 80. 42.16 112.8 3.07 80. 44.62 11.6 .040 2 45.28 157.5 .035 19 .57 36.8 .040 0 .18 268.1 .000 .00 .01 25.1 36.24 43.00 41.63 40.20 .00 43.00 *SECNO 400.000 3280 CROSS SECTION 400.00 EXTENDED .31 FEET 400.000 1142.2 .34 .002893 8.32 295.7 4.69 101. 44.81 771.9 8.11 103. 42.78 74.6 3.19 105. 44.69 63.0 .040 2 45.60 95.2 .035 15 .79 23.4 .040 0 .25 268.5 .000 .00 .07 25.2 36.49 38.64 36.99 40.46 .00 38.64 02MAY02 13:34:15 PAGE 159 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.64 1142.2 109.7 .35 3.93 .002946 204. *SECNO 750.000 3280 CROSS SECTION 750.000 8.71 1142.2 178.3 .36 4.07 .002525 240. *SECNO 1000.000 280 CROSS SECTION 3301 HV CHANGED MORE 1000.000 8.46 1142.2 83.3 .36 4.09 .004684 197. CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 580.00 EXTENDED 45.41 936.4 7.65 202. 43.48 96.1 3.37 203 . 750.00 EXTENDED 46.19 884.8 7.25 247. 44.06 79.1 3.12 251. 1000.00 EXTENDED THAN HVINS 46.48 1005.2 9.30 197. 44. 97 53.7 3.81 198. WSELK EG HV HL OLOSS L-BANK ALOE ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .71 FEET 45.12 46.19 .78 .59 .00 41.45 27.9 122.5 28.5 269.4 25.3 41.04 .040 .035 .040 .000 36.77 .00 2 15 0 .00 38.80 38.80 .36 FEET 45.75 46.87 .68 .67 .01 41.46 43.9 122.0 25.3 270.4 25.6 41.77 .040 .035 .040 .000 37.48 .00 2 15 0 .00 41.10 41.10 .49 FEET 46.04 47.69 1.21 .66 .16 42.14 20.4 108.0 14.1 271.2 25.7 42.50 .040 .035 .040 .000 38.02 .00 2 15 0 .00 29.30 29.30 •SEGNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED 1.45 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.61 1230.000 1142.2 .37 .001817 10.06 50.8 2.54 233. 47.82 1025.4 6.34 232. 44 .64 66. 1 2.71 231. 47.20 20.0 .040 3 48.40 161.6 .035 15 .57 24.4 .040 0 .64 272. 1 .000 .00 .06 25.9 37.76 38.40 43.60 43.92 .o'o 38.40 02MAY02 13:34:15 PAGE 160 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL 1TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS- .1 1470.000 9.06 48.20 46.51 1142.2 136.0 959.5 46.7 .38 4.24 8.49 3.23 .003730 267. 263. 258. 250.1 TYPE= 1 TARGET= 47.58 49.18 .98 32.1 113.0 14.4 .040 .035 .040 3 15 0 250.000 .66 .12 273.2 26.1 .000 39.14 .00 33.49 43.35 44.40 .10 33.59 •SECNO 1810.000 3265 DIVIDED FLOW 1810.000 1142.2 .40 .003189 7.70 40.1 2.79 358. 49.60 1065.5 7.45 354. 47.85 36.7 3.11 345. 48.98 14.4 .040 3 50.42 143.0 .035 14 .81 11.8 .040 0 1.22 274.5 .000 .00 .02 26.5 41.90 48.55 46. 10 46.89 26.63 108.33 *SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 6.20 52.23 1142.2 2.7 922.0 .40 2.26 12.05 .011181 276. 278. 52.23 217.5 6.91 284. 51.67 1.2 .040 0 54.19 76.5 .035 15 1.96 31.5 .040 0 1.51 275.4 .000 .00 .34 26.7 46.03 30.38 51.30 47.19 3.01 33.39 •SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.76 2420.000 1142.2 .41 .003623 9.29 27.3 2.65 320. 55.20 1080.5 8.06 318. 53.17 34.4 2.98 320. 54.65 10.3 .040 3 56.16 134.1 .035 11 .96 11.5 .040 0 1.87 276.4 .000 .00 .10 26.9 45.91 33.85 52.46 51.72 .27 34.12 02MAY02 13:34:15 PAGE 161 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2700.000 3280 CROSS SECTION 2700.00 EXTENDED .05 FEET 2700.000 1142.2 .43 .002735 9.02 172.8 4.12 278. 56.15 765.3 8.77 279. 54 .17 204.1 4.34 277. 55.52 41.9 .040 2 57.04 87.2 .035 15 .89 47.0 .040 0 .87 277.5 .000 .00 .01 27.2 47.13 37.19 48.79 48.31 1.31 38.50 *SECNO 2980.000 2980.000 8.03 1142.2 65.9 .44 3.43 .003206 298. 56.88 949.2 9.12 300. 55.03 127.1 3.83 302. 56.25 19.2 .040 3 57.99 104.1 .035 15 1.11 33.2 .040 0 .89 278.6 .000 .00 .06 27.4 48.85 36.03 50.04 49.70 38.17 74.20 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 5.30 57.30 1142.2 291.5 477.2 .44 7.35 12.86 .009935 145. 135. 57.30 373.4 6.94 120. 56.88 39.6 .040 0 58.83 37.1 .035 14 1.53 53.8 .040 0 .70 279.0 .000 .00 . 13 • 27 .5 52.00 43.31 52.00 52 .00 9.00 52.32 CCHV= .300 CEHV= *SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 7.76 59.86 792.2 .0 792.2 .44 .00 12.94 .029830 30. 25. 59.86 .0 .00 32. 58.80 .0 .000 0 62 .47 61.2 .040 11 2.60 .0 .000 0 .39 279.1 .000 .00 .53 27.6 52.10 11.76 64 .10 64.10 27.12 38.88 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 2.88 FEET 02MAY02 13:34:15 PAGE 162 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.76 3010.000 1238.0 .45 .000129 10.28 198.4 1.28 40. 62.68 941.9 1.94 35. 55.48 97.8 1.08 35. 61.30 155.5 .040 3 62.73 484.9 .040 18 .05 90.8 .040 0 . 01 279.4 .000 .00 .26 27.6 52.40 95.45 53.60 53.80 .00 95.45 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 445.79 8184.07 179.34 445.79 8184.07 179.34 17 59.865 62.683 3000.000 3010.000 c 02MAY02 13:34:15 PAGE 163 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.74 8492.4 .0 7632.4 860.0 .00 .00 1.01 .83 .000020 0. 0. 0. •SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED 'S«»*i302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.51 8492.4 66.6 8322.9 103.0 .10 .74 1.47 .76 .000062 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 j0*^ 8680.0 .0 2466.3 6213.7 £ -21 .00 .66 1.31 ^•"^ .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.3 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.08 .03 8.7 3561.9 3531.4 .050 .080 .050 2 17 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.4 4735.4 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83 .0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 164 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .28 .000119 12. 11 .0 .00 300. 37.11 2599.9 .77 300. 28 .88 6080.1 1.34 300. .00 .0 .000 2 37.13 3372.9 .100 17 .02 4544.9 .050 0 .03 219.7 .000 .00 .00 19.6 25.00 886.16 41.20 35.80 8.84 895.00 •SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 '495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA-37.10 6720.000 8680.0 .29 .003070 11.52 .0 .00 160. 37.02 8680.0 '3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.3 . 100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 6960.000 8680.0 .30 .011036 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.9 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 165 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006932 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBR ITRIAL IDC ICONT HL OLOSS VOL TWA WTN ELMIN CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .70 .0 .2 1354.1 .0 .00 .040 .080 .000 250. 2 11 0 2.15 .00 255.6 23.4 .000 28.50 .00 148.59 40.00 38.20 21.41 170. 00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS' 16.5 125.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.15 39.75 38.03 39.69 41.47 1.72 .35 8347.4 .0 8347.4 .0 .0 792.3 .0 257.9 .31 .00 10.54 .00 .000 .025 .000 .000 .002415 100. 90. 70. 4 11 0 .00 .31 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 82.00 STCHL- .OK*CU-YD VEXT= 11.00 STCHR- 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS= 16.5 .010 7.84 39.44 38.33 8347.4 .0 8347.4 .0 .31 .00 11.80 .00 .004549 1. 1. 1. 125.5 TYPE= 1 TARGET= 39.35 41.60 2.16 .0 707.6 .0 .000 .025 .000 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.27 109.00 125.50 02MAY02 13:34:15 PAGE 166 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XML ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= 87.00 STCHL= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD VEXT= 22.55 STCHR=133.50 .8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE' UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.98 40.58 38.07 40.63 8347.4 .0 8347.4 .0 .0 .32 .00 9.72 .00 .000 .002636 110. 110. 110. . 3 TARGET=109.000 42.05 858 .8 .025 15 1.47 .0 .000 0 .37 259.9 .000 -59.76 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 ^-SEGNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH=31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS^ 1.110 9.29 40.89 8347.4 .0 8347.4 .32 .00 8.76 .001364 1. 1. 24.5 133.5 TYPE= 1 TARGET= 37.79 40.94 42.08 1.19 .0 .0 953.2 .0 .00 .000 .025 .000 1. 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS' IMPROVED CHANNEL 2.000 9.40 41.10 7797.4 .0 7796.7 .32 .00 8.33 .001284 70. 70. 1.0 149.4 TYPE=148.400 37.97 .7 .79 75. 41.16 .0 .000 2 42.18 936.3 .025 14 1.08 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.75 42.00 40.00 29.91 148.66 02MAY02 13:34:15 PAGE 167 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.08 40.88 7797.4 .0 7796.0 .32 .00 10.18 .002077 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.79 40.93 42.49 1.61 1.4 .0 765.7 1.3 1.03 .000 .025 .040 105. 2 15 0 148.000 .14 .16 263.2 24.3 .000 31.80 .00 103.67 42.50 40.00 45.33 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS = IMPROVED CHANNEL 2.900 8.74 40.64 7797.4 .0 779^.4 .32 .00 12.03 .003229 80. 80. 1.0 149.0 TYPE=TARGET=148.000 39.53 . 0 .00 80. 40.67 . 0 .000 2 42.88 648 .3 .025 15 2.25 .0 .000 0 .20 264 .5 .000 .00 .19 24.5 31.90 92.59 42.00 42.00 44.72 137.31 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3.000 9.61 41.61 7797.4 .0 7797.4 .33 .00 9.94 .002098 70. 75. 40.0 320.0 TYPE= 1 TARGET- 39.51 41.71 43.15 1.53 .0 .0 784.7 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 265.7 24.7 .000 32.00 .00 108.71 42.00 43.00 180.99 289.70 CCHV= .100 CEHV= .300 *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 168 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.68 40.77 40.47 40.83 43.83 7797.4 .0 7797.4 .0 .0 555.1 .33 .00 14.05 .00 .000 .035 .009017 83. 60. 45. 3 12 3.06 .0 .000 0 .23 266. 6 .000 .00 .46 24.8 32.09 81.27 43.58 43 .77 160.46 241.74 •SECNO S.110 3280 CROSS SECTION 5.11 EXTENDED .94 FEET 3301 HV CHANGED MORE THAN HVINS WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.28 5.110 965.4 .33 .001754 *SECNO 310 3280 CROSS 310.000 965.4 .34 .001552 *SECNO 400. 3280 CROSS 400.000 965.4 .34 .002209 8.25 73.9 2.60 117. .000 SECTION 8.38 20.7 1.89 79. .000 SECTION 8.21 247.3 4.04 101. 44 .44 738.2 6.06 118. 41.85 153.4 3.24 118. 310.00 EXTENDED 44.62 851.9 5.48 80. 41.68 92 .8 2.61 80. 400.00 EXTENDED 44.70 657.5 7.01 103. 42.23 60.6 2.74 105. 44 .44 28.4 .040 2 .80 FEET 44.72 11.0 .040 2 .20 FEET 44.81 61.2 .040 2 44.91 121.9 .035 14 45.05 155.4 .035 14 45.29 93.8 .035 19 .47 47.4 .040 0 .42 35.5 .040 0 .59 22.1 .040 0 .82 267.6 .000 .00 .13 268.0 .000 .00 .19 268.4 .000 .00 .26 25.0 36.19 42.96 .00 25.1 36.24 43.00 .05 25.2 36.49 38.36 39.82 38.62 .14 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.36 02MAY02 13:34:15 PAGE 169 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED .44 FEET 580.000 965.4 .35 .002468 8.37 86.1 3.42 204. 45.14 806.7 6.83 202. 42.93 72.6 2.88 203 . 45.41 25.1 .040 2 45.77 118.1 .035 15 .63 25.2 .040 0 .47 269.2 .000 .00 .01 25.3 36.77 38.80 41.45 41.04 .00 38.80 *SECNO 750.000 750.000 8.30 965.4 139.2 .36 3.67 .002304 240. 45.78 769.5 6.67 247. 43.56 56.7 2.71 251. 46.19 37.9 .040 2 46.36 115.3 .035 19 .59 20.9 .040 0 .59 270.2 .000 .00 .00 25.6 37.48 40.44 41.46 41.77 .52 40. 96 •SECNO 1000.000 3280 CROSS SECTION 1000.00 EXTENDED .08 FEET 1000.000 965.4 .37 .004215 8.05 59.4 3.55 197. 46.07 868.5 8.50 197. 44.33 37.6 3.27 198. 46.48 16.7 .040 2 47.10 102 . 1 .035 15 1.03 11.5 .040 0 .60 270.9 .000 .00 .13 25.7 38.02 29.02 42 .14 42.50 .28 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .87 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 1230.000 965.4 .38 .001764 9.48 32.8 2.19 233. 47.24 887.7 5.94 232. 44.08 44.8 2.35 231. 47.82 15.0 .040 3 47.75 149.5 .035 15 .51 19.1 .040 0 .60 271.7 .000 .00 .05 25.9 37.76 38.04 43.60 43.92 .36 38.40 *SECNO 1470.000 02MAY02 13:34:15 PAGE 170 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 L-BANK ELEV R-BANK ELEV SSTA ENDST 3470 ENCROACHMENT STATIONS= .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 8.48 965.4 97.2 .39 3.77 .003722 267. *SECNO 1810.000 1810.000 7.12 965.4 25.1 .40 2.60 .003333 358. *SECNO 2100.000 ,301 HV CHANGED MORE THAN 47.62 45.91 48.20 48.52 .90 .65 .12 838.3 29.9 25.8 104.3 10.4 272.7 26.1 8.04 2.89 .040 .035 .040 .000 39.14 263. 258. 3 15 0 .00 32.33 49.02 47.33 49.60 49.78 .75 1.24 .01 919.1 21.3 9.6 129.2 7.9 273.9 26.4 7.12 2.69 .040 .035 .040 .000 41.90 354. 345. 2 14 0 .00 36.44 HVINS 43 .35 44 .40 .10 32.43 46.10 46.89 70.89 107.33 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.68 965.4 .3 .41 1.36 .011995 276. *SECNO 2420.000 3301 HV CHANGED MORE THAN 3302 WARNING: CONVEYANCE 2420.000 8.78 965.4 15.3 .42 2.26 .003477 320. 51.71 51.71 52.23 53.56 1.85 1.59 .33 796.3 168.8 .2 68.6 25.3 274.7 26.6 11.61 6.66 .040 .035 .040 .000 46.03 278. 284. 0 15 0 .00 27.66 HVINS CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.86 54.69 52.61 55.20 55.53 .84 1.87 .10 928.1 21.9 6.8 123.9 8.4 275.5 26.8 7.49 2.63 .040 .035 .040 .000 45.91 318. 320. 3-11 0 .00 31.45 51.30 47.19 4.45 32.11 52.46 51.72 1.69 33.14 02MAY02 13:34:15 PAGE 171 V. SECNO DEPTH %BBW Q QLOB TIME VLOB SLOPE XLOBL *SECNO 2700.000 2700.000 8.43 965.4 137.0 .43 3.86 .002674 278. *SECNO 2980.000 2980.000 7.45 965.4 48.3 .45 3.24 .003195 298. *SECNO 2990.000 7185 MINIMUM SPECIFIC CWSEL CRIWS WSELK EG QCH QROB ALOB ACH VCH VROB XNL XNCH XLCH XLOBR ITRIAL IDC 55.56 53.64 56.15 56.38 670.9 157.5 35.5 81.1 8.27 4.10 .040 .035 279. 277. 2 15 56.30 54.48 56.88 57.31 826.9 90.2 14.9 95.9 8.62 3.56 .040 .035 300. 302. 3 14 ENERGY HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .81 .85 ,00 48.79 38.5 276.4 27.0 48.31 .040 .000 47.13 2.22 0 .00 34.49 36.71 1.02 .88 .06 50.04 25.3 277.4 27.2 49.70 .040 .000 48.85 39.78 0 .00 33.03 72.82 3720 CRITICAL DEPTH ASSUMED 2990.000 4.90 965.4 237.1 f .45 7.06 Xmx- .010079 145. CCHV= .300 CEHV= *SECNO 3000.000 56.90 56.90 57.30 58.34 422.4 305.9 33.6 34.3 12.30 6.63 .040 .035 135. 120. 0 14 .500 1.44 .70 .13 52.00 46.1 277. 8 27.4 52.00 .040 .000 52.00 10.32 0 .00 40.48 50.80 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.78 615.4 .0 .45 .00 .030357 30. 58.88 58.88 59.86 61.22 615.4 .0 .0 50.1 12.29 .00 .000 .040 25. 32. 0 11 2.34 .39 .45 64.10 .0 277.9 27.4 64.10 .000 .000 52.10 27.61 0 .00 10.78 38.39 CCHV= .100 CEHV= .300 *SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 1.59 FEET 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 172 SEGNO Q TIME SLOPE 3302 WARNING 3010.000 1238.0 .45 .000220 TC RATING ASQ 622.59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH : CONVEYANCE CHANGE . 8.99 178.2 1.46 40. 61.39 975.6 2.31 35. CRIWS QROB VROB XLOBR OUTSIDE 55.48 84.1 1.27 35. CURVE LOCATED DOWNSTREAM OF QCOMP 117.49 ERRAC 136.50 TASQ 622.59 WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN ITRIAL IDC ICONT CORAR OF ACCEPTABLE RANGE, KRATIO - 23.61 62.68 61.47 .07 .02 122.0 421.8 66.4 278.2 .040 .040 .040 .000 3 14 0 .00 CULVERT OUTLET TCQ TABER NITER DSWS 117.49 136.50 18 58.879 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .23 53.60 27.4 53.80 52.40 .00 92.49 92.49 USWS DSSNO 61.394 3000.000 USSNO 3010.000 c 02MAY02 13:34:15 PAGE 173 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.74 8503.2 .0 7642.1 861.1 .00 .00 1.01 .83 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.51 8503.2 66.7 8333.5 103.1 .10 .74 1.47 .76 .000062 500. 500. 500. •SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 8680.0 .0 2466.3 6213.7 .21 .00 .66 1.31 * .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.3 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.08 .03 8.7 3562.0 3531.4 .050 .080 .050 2 17 0 5.08 FEET , ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3751.4 4735.4 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 . 57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 174 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 35.80 6560.000 12.11 37.11 28.88 .00 37.13 .02 .03 .00 8680.0 .0 2599.9 6080.1 .0 3372.9 4544.9 219.7 19.6 .28 .00 .77 1.34 .000 .100 .050 .000 25.00 .000119 300. 300. 300. 2 17 0 .00 886.16 L-BANK ELEV R-BANK ELEV SSTA ENDST 41.20 35.80 8 .84 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = '495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA= 6720.000 8680.0 .29 .003070 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.4 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.07 42.10 37.10 9.78 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .30 .011036 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.9 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 . 15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 175 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006932 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2.15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.59 40.00 38.20 21.41 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL- .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.56 3470 ENCROACHMENT STATIONS= 16.5 125.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.14 39.74 38.04 39.75 41.47 1.73 .35 8358.2 .0 8358.2 .0 .0 791.9 .0 257.9 .31 .00 10.55 .00 .000 .025 .000 .000 .002425 100. 90. 70. 4 11 0 .00 .31 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 ' CHIMP CLSTA= 74.50 CELCH= 31.60 BW= 82.00 STCHL= 11.00 STCHR= 127.97 EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD VEXT= .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS^ .010 7.84 39.44 8358.2 .0 8358.2 .31 .00 11.82 .004571 1. 1. 16.5 125.5 TYPE= 1 TARGET= 38.33 39.44 41.61 2.17 .0 .0 707.0 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.24 109.00 125.50 02MAY02 13:34:15 PAGE 176 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR=133.50 .8K*CU-YD VEXT=,8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.98 40.58 38.07 40.58 42.05 1.47 .38 8358.2 .0 8358.2 .0 .0 859.0 .0 259.9 .32 .00 9.73 .00 .000 .025 .000 .000 .002641 110. 110. 110. 3 15 0 -59.77 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 ,-SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS= 24.5 1.110 9.29 40.89 37.79 8358.2 .0 8358.2 .0 .32 .00 8.77 .00 .001366 1. 1. 1. 133.5 TYPE= 1 TARGET= 40.89 42.08 1.19 .0 953.5 .0 .000 .025 .000 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.41 41.11 7808.2 .0 7807.5 .32 .00 8.34 .001286 70. 70. 1.0 149.4 TYPE=TARGET=148.400 37.97 .7 .80 75. 41.10 .0 .000 2 42.19 936.7 .025 14 1.08 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.76 42.00 40.00 29.90 148.66 02MAY02 13:34:15 PAGE 177 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 2.500 9.08 40.88 7808.2 .0 7806.8 .32 .00 10.19 .002080 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.80 40.88 42.49 1.61 1.4 .0 766.0 1.4 1.03 .000 .025 .040 105. 2 15 0 148.000 .15 .16 42.50 263.2 24.3 40.00 .000 31.80 45.32 .00 103.67 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.900 8.74 40.64 7808.2 .0 7808.2 .32 .00 12.04 .003235 80. 80. 1.0 149.0 TYPE-TARGET-148.000 39.53 .0 .00 80. 40.64 .0 .000 2 42.89 648.5 .025 15 2.25 .0 .000 0 .21 264 .5 .000 .00 .19 24.5 31.90 92.60 42.00 42.00 44.71 137.31 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3.000 9.62 41.62 7808.2 .0 7808.2 .33 .00 9.94 .002099 70. 75. 40.0 320.0 TYPE- 1 TARGET- 39.52 41.61 43.15 1.54 .0 .0 785.3 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 42.00 265.7 24.7 43.00 .000 32.00 180.98 .00 108.74 289.71 CCHV= .100 CEHV- *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 178 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.68 40.77 40.48 40.77 43.84 7808.2 .0 7808.2 .0 .0 555.4 .33 .00 14.06 .00 .000 .035 .009030 83. 60. 45. 3 12 3.07 .0 .000 0 .23 266.6 .000 .00 .46 24.8 32.09 81.28 43.58 43 .77 160.46 241.74 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .94 FEET 3301 HV CHANGED MORE THAN HVINS ,J302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 5.110 976.2 .33 .001792 *SECNO 310 3280 CROSS 310.000 976.2 .34 .001582 *SECNO 400. 3280 CROSS 400.000 976.2 .34 .002249 8.25 74.7 2.63 117. .000 SECTION 8.39 21.1 1.92 79. .000 SECTION 8.21 250.2 4.08 101. 44.44 746.4 6.12 118. 41.89 155.1 3.27 118. 310.00 EXTENDED 44.63 861.2 5.54 80. 41.72 94.0 2.64 80. 400.00 EXTENDED 44.70 664.6 7.08 103. 42.27 61.5 2.77 105. 44 .44 28.4 .040 2 .80 FEET 44.62 11.0 .040 2 .20 FEET 44.70 61.4 .040 2 44.92 121.9 .035 14 45.06 155.6 .035 14 45.31 93.9 .035 19 .48 47.4 .040 0 .43 35.6 .040 0 .60 22.2 .040 0 . 82 267.6 .000 .00 .13 268. 0 .000 .00 .19 268.4 .000 .00 .26 25.0 36.19 42.96 .00 25.1 36.24 43 .00 .05 25.2 36.49 38.37 39.82 38.62 .14 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.37 02MAY02 13:34:15 PAGE 179 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.39 976.2 87.5 .35 3.46 .002499 204. *SECNO 750.000 750.000 8.32 976.2 141.5 .36 3.69 .002321 240. *SECNO 1000.000 3280 CROSS SECTION 1000.000 8.07 976.2 60.6 .37 3.58 .004247 197. CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR 580.00 EXTENDED 45.16 814.8 6.88 202. 45.80 776.9 6.71 247. 42.96 73.9 2.91 203. 43.59 57.8 2.73 251. 1000.00 EXTENDED 46.09 877.1 8.55 197. 44.37 33 .5 3.31 198. WSELK EG ALOB ACH XNL XNCH ITRIAL IDC .46 FEET 45.14 45.80 25.3 118.4 .040 .035 2 15 45.78 46.40 38.3 115.7 .040 .035 2 19 .11 FEET 46.07 47.13 17.0 102.5 .040 .035 2 15 HV HL OLOSS L-BANK AROB VOL TWA R-BANK XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST .64 .48 .01 41.45 25.4 269.3 25.3 41.04 .040 .000 36.77 .00 0 .00 38.80 38.80 .59 .59 .00 41.46 21.2 270.2 25.6 41.77 .040 .000 37.48 .46 0 .00 40.56 41.02 1.04 .61 .13 42.14 11.7 270.9 25.7 42.50 .040 .000 38.02 .23 0 .00 29.07 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .91 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1230.000 976.2 .38 .001768 9.52 33.8 2.21 233. 47.28 896.3 5.96 232 . 44.11 46.1 2.38 231. 47.24 15.3 .040 3 47.79 150.3 .035 15 .51 19.4 .040 0 .61 271.8 .000 .00 .05 25.9 37.76 38.12 43.60 43.92 .28 38.40 *SECNO 1470.000 02MAY02 13:34:15 PAGE 180 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS- .1 250.1 TYPE= 1 TARGET- 250.000 1470.000 8.52 47.66 45.95 47.62 48.56 .90 .65 .12 976.2 99.5 845.9 30.9 26.2 104.8 10.6 272.7 26.1 .39 3.80 8.07 2.91 .040 .035 .040 .000 39.14 .003723 267. 263. 258. 3 15 0 .00 32.40 *SECNO 1810.000 1810.000 7.16 49.06 47.36 49.02 49.82 .76 1.24 .01 976.2 25.9 928.2 22.1 9.9 130.0 8.1 273.9 26.4 .40 2.62 7.14 2.72 .040 .035 .040 .000 41.90 .003324 358. 354. 345. 2 14 0 .00 36.58 *SECNO 2100.000 N*W*S301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.71 51.74 51.74 51.71 53.60 1.85 1.59 .33 976.2 .4 804.2 171.7 .3 69.1 25.7 274.7 26.6 .41 1.43 11.64 6.68 .040 .035 .040 .000 46.03 .011939 276. 278. 284. 0 15 0 .00 27.83 *SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.85 2420.000 8.81 54.72 52.65 54.69 55.57 .85 1.87 .10 976.2 16.0 937.6 22.6 7.0 124.6 8.5 275.6 26.8 .42 2.28 7.53 2.65 .040 .035 .040 .000 45.91 .003486 320. 318. 320. 3 11 0 .00 31.60 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.35 44.40 .10 32.50 46.10 46.89 70.81 107.39 51.30 47.19 4.36 32.19 52.46 51.72 1.60 33.20 02MAY02 13:34:15 PAGE 181 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 2700.000 2700.000 8.47 976.2 139.2 .43 3.87 .002678 278. *SECNO 2980.000 2980.000 7.48 976.2 49.3 .44 3. 25 .003196 298. *SECNO 2990.000 CWSEL CRIWS QCH QROB VCH VROB XLCH XLOBR 55.60 53.69 676.9 160.2 8.30 4.11 279. 277. 56.33 54.51 834.6 92.4 8.66 3.58 300. 302. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST 55.56 56.42 .82 .85 .00 48.79 35.9 81.5 39.0 276.5 27.0 48.31 .040 .035 .040 .000 47.13 2.16 2 15 0 .00 34.67 36.83 56.30 57.36 1.02 .88 .06 50.04 15.2 96.4 25.8 277.5 27.3 49.70 .040 .035 .040 .000 48.85 ' 39.68 3 14 0 .00 33.23 72.91 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH 2990.000 4.93 976.2 240.4 .45 7.08 .010069 145. CCHV= .300 CEHV= *SECNO 3000.000 3301 HV CHANGED MORE ASSUMED 56.93 56.93 425.9 310.0 12.34 6.65 135. 120. .500 THAN HVINS 56.90 58.37 1.44 .70 .13 52.00 34.0 34.5 46.6 277.9 27.4 52.00 .040 .035 .040 .000 52.00 10.23 0 14 0 .00 40.66 50.90 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH 3000.000 6.84 626.2 .0 .45 .00 .030323 30. ASSUMED 58.94 58.94 626.2 .0 12.33 .00 25. 32. 58.88 61.30 2.36 .39 .46 64.10 .0 50.8 .0 278.0 27.4 64.10 .000 .040 .000 .000 52.10 27.58 0 11 0 .00 10.84 38.42 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED 1.68 FEET 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 182 SECNO Q TIME SLOPE 3302 WARNING 3010.000 1238.0 .45 .000212 TC RATING ASQ 611.76 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH : CONVEYANCE CHANGE 9.08 179.8 1.45 40. 61.48 973.1 2.28 35. CRIWS QROB VROB XLOBR OUTSIDE 55.48 85.0 1.25 35. CURVE LOCATED DOWNSTREAM OF QCOMP 137.13 ERRAC 126.76 TASQ 611.76 WSELK EG HV HL ALOB ACH AROB VOL XNL XNCH XNR WTN I TRIAL IDC ICONT CORAR OF ACCEPTABLE RANGE, KRATIO = 23.63 61.39 61.55 .07 .02 124.2 426.0 67.9 278.2 .040 .040 .040 .000 3 14 0 .00 CULVERT OUTLET TCQ TABER NITER DSWS 137.13 126.76 19 58.943 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .23 53.60 27.4 53.80 52.40 .00 92.68 92.68 USKS DSSNO 61.479 3000.000 USSNO 3010.000 02MAY02 13:34:15 PAGE 183 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.77 8672.0 .0 7793.8 878.2 .00 .00 1.03 .85 .000021 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED ,,j)302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.54 8672.0 68.0 8498.8 105.2 .09 .75 1.50 .77 .000064 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.8 5411.5 .14 .20 .92 1.53 .000103 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.58 37.08 27.94 ^ 8680.0 .0 2466.3 6213.7 .21 .00 .66 1.31 y^f1W .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2.03 FEET CF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.4 135.8 .040 .040 .040 2 21 0 7.05 FEET .00 37.08 .03 8.7 3562.6 3532.0 .050 .080 .050 2 17 • 0 5.08 FEET ELLEA= 39.30 ELREA= .00 37.10 .02 .0 3752.0 4736.3 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.60 .00 656.40 665.00 34.10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.15 .00 757.85 790.00 02MAY02 13:34:15 PAGE 184 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID •SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 35.80 6560.000 12.11 37.11 28.88 .00 37.13 .02 .03 .00 8680.0 .0 2599.7 6080.3 .0 3373.5 4546.0 219.7 19.6 .28 .00 .77 1.34 .000 .100 .050 .000 25.00 .000118 300. 300. 300. 2 17 0 .00 886.17 L-BANK ELEV R-BANK ELEV SSTA ENDST 41.20 35.80 8.83 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720,00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003068 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.8 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 .06 21.6 25.50 224.08 42.10 37.10 9.77 233.85 •SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .30 .011031 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1258.1 .100 11 .74 .0 .000 0 1.26 248.2 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 02MAY02 13:34:15 PAGE 185 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.92 FEET 7210.000 9060.0 .31 .006931 11.62 .1 .46 250. 40.12 9059.9 6.69 250. 35.15 .0 .00 250. .00 .2 .040 2 40.81 1354.2 .080 11 .69 .0 .000 0 2.15 255.7 .000 .00 .00 23.4 28.50 148.60 40.00 38.20 21.40 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.54 3470 ENCROACHMENT STATIONS= 16.5 1'2S.5 TYPE= 1 TARGET= 109.000 DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.09 39.69 38.12 39.74 41.52 1.83 .36 8527.0 .0 8527.0 .0 .0 785.8 .0 257.9 .31 .00 10.85 .00 .000 .025 .000 .000 .002587 100. 90. 70. 4 11 0 .00 .34 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= ' 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 16.5 .010 7.75 39.35 38.42 8527.0 .0 8527.0 .0 .31 .00 12.22 .00 .004937 1. 1. 1. 125.5 TYPE= 1 TARGET= 39.44 41.67 2.32 .0 698.0 .0 .000 .025 .000 2 15 0 109.000 .00 .15 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -51.65 109.00 125.50 02MAY02 13 :34:15 PAGE 186 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= 31.60 BW= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= .8K*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR=133.50 .8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD-45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.03 40.63 38.15 40.58 42.14 1.51 .39 8527.0 .0 8527.0 .0 .0 864.4 .0 259.9 .31 .00 9.86 .00 .000 .025 .000 .000 .002701 110. 110. 110. 4 15 0 -60.12 .08 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 ' SECNO 1.110 CHIMP CLSTA= EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL= VEXT= 22 . 55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS. 1.110 9.34 40.94 8527.0 .0 X8527.0 .31 .00 8.89 .001395 1. 1. *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.47 41.17 7977.0 .0 7976.1 .32 .00 8.45 .001312 70. 70. 24.5 37.87 .0 .00 1. 1.0 38 .06 .8 .83 75. 133.5 40.89 .0 .000 2 149.4 41.11 .0 .000 2 TYPE= 1 42.17 959.2 .025 19 TYPE= 1 42.28 943.4 .025 14 TARGET= 1.23 .0 .000 0 TARGET= 1.11 1.0 .040 0 109 .00 259.9 .000 .00 148 .09 261.4 .000 .00 .000 .03 23.9 31.60 109.00 .400 .01 24.1 31.70 118.97 100000 100000 24 133 42 40 29 148 .00 .00 .50 .50 .00 .00 .78 .75 02MAY02 13:34:15 PAGE 187 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS" 2.500 9.13 40.93 7977.0 .0 7975.4 .32 .00 10.35 .002128 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.89 40.88 42.59 1.66 1.6 .0 770.9 1.5 1.09 .000 .025 .040 105. 2 15 0 148.000 .15 .17 42.50 263.2 24.3 40.00 .000 31.80 45.23 .00 103.77 149.00 *SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS* IMPROVED CHANNEL 2.900 8.77 40.67 7977.0 .0 7977.0 .32 .00 12.24 .003327 80. 80. 1.0 149.0 TYPE=TARGET=148.000 9. 66 . 0 .00 80. 40.64 . 0 .000 2 43 .00 651.8 .025 11 2.33 .0 .000 0 .21 264.5 .000 .00 .20 24.5 31.90 92 .75 42.00 42.00 44.64 137.39 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS = 3.000 9.72 41.72 7977.0 .0 7977.0 .32 .00 10.01 .002101 70. 75. 40.0 320.0 TYPE= 1 TARGET. 39.61 41.62 43.27 1.56 .0 .0 796.8 .0 .00 .000 .025 .000 80. 4 11 0 280.000 .20 .08 265.8 24.7 .000 32.00 .00 109.25 42.00 43.00 180.71 289.96 CCHV= .100 CEHV= *SECNO 5.100 .300 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 188 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.74 40.83 40.58 40.77 43.98 7977.0 .0 7977.0 .0 .0 560.0 .32 .00 14.24 .00 .000 .035 .009203 83. 60. 45. 3 12 3.15 .0 .000 0 .23 266.7 .000 .00 .48 24.8 32.09 81.51 43.58 43.77 160.34 241.86 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED .93 FEET 3301 HV CHANGED MORE THAN HVINS .,3302 WARNING CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 1145.0 .33 .002484 *SECNO 310 3280 CROSS 310.000 1145.0 .33 .002067 *SECNO 400. 3280 CROSS 400.000 1145.0 .34 .002905 8.25 87.3 3.09 117. .000 SECTION 3.48 26.0 2.25 79. .000 SECTION 8.32 296.5 4.70 101. 44.44 876.1 7.20 118. 42.38 181.6 3.85 118. 310.00 EXTENDED 44.72 1005.8 6.38 80. 42.17 113.1 3.08 80. 400.00 EXTENDED 44 .81 773.7 8.12 103. 42.78 74.8 3.20 105. 44 .44 28.2 .040 3 .89 FEET 44.63 11.6 .040 2 .31 FEET 44.70 63.1 .040 2 45.10 121.7 .035 15 45.29 157.6 .035 19 45.61 95.2 .035 15 .66 47.2 .040 0 .57 36.8 .040 0 .79 23.4 .040 0 .87 267.7 .000 .00 .18 268.1 .000 .00 .25 268.5 .000 .00 .25 25.0 36.19 42.93 .01 25.1 36.24 43.00 .07 25.2 36.49 38.65 39.82 38.62 .17 43.10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.65 02MAY02 13:34:15 PAGE 189 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *SECNO 580.000 3280 CROSS SECTION 580.000 8.64 1145.0 110.1 .35 3.94 .002953 204. *SECNO 750.000 3280 CROSS SECTION 750.000 8.72 1145.0 179.0 .36 4.07 .002527 240. *SECNO 1000.000 280 CROSS SECTION 3301 HV CHANGED MORE 1000.000 8.47 1145.0 83.7 .36 4.10 .004690 197. CWSEL QCH VCH XLCH CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 580.00 EXTENDED .72 FEET 45.41 938 .4 7.66 202. 43.49 45.16 46.20 .78 96.5 28.0 122.5 28.6 3.37 .040 .035 .040 203. 2 15 0 .59 .00 41.45 269.4 25.3 41.04 .000 36.77 .00 .00 38.80 38.80 750.00 EXTENDED .37 FEET 46.20 886.5 7.26 247. 44.07 45.80 46.88 .68 79.5 44.0 122.1 25.4 3.13 .040 .035 .040 251. 2 15 0 .67 .01 41.46 270.4 25.6 41.77 .000 37.48 .00 .00 41. 10 41.10 1000.00 EXTENDED .50 FEET THAN HVINS 46.49 1007.3 9.32 197. 44.98 46.09 47.70 1.22 54.0 20.4 108.1 14.1 3.82 .040 .035 .040 198. 2 15 0 .66 .16 42.14 271.2 25.7 42.50 .000 38.02 .00 .00 29.30 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED 1.46 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.61 1230.000 1145.0 .37 .001818 10.07 51.1 2.55 233. 47.83 1027.5 6.35 232. 44.65 66.4 2.72 231. 47.28 20.1 .040 3 48 .41 161.8 .035 15 .57 24.4 .040 0 .64 272.1 .000 .00 .06 25.9 37.76 38.40 43.60 43.92 .00 38.40 02MAY02 13:34:15 PAGE 190 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .70 3470 ENCROACHMENT STATIONS- .1 250.1 TYPE= 1 TARGET- 250.000 1470.000 9.07 48.21 46.51 47.66 49.19 .98 .66 .12 1145.0 136.6 961.4 46.9 32.2 113.1 14.5 273.2 26.1 .38 4.24 8.50 3.24 .040 .035 .040 .000 39.14 .003730 267. 263. 258. 3 15 0 .00 33.51 *SECNO 1810.000 3265 DIVIDED FLOW 1810.000 7.71 49.61 47.85 49.06 50.43 .81 1.22 .02 1145.0 40.4 1067.7 36.9 14.5 143.2 11.8 274.6 26.5 .40 2.78 7.45 3.12 .040 .035 .040 .000 41.90 .003187 358. 354. 345. 3 14 0 .00 45.82 *SECNO 2100.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 6.20 52.23 52.23 51.74 54.20 1.96 1.51 .34 1145.0 2.8 923.9 218.3 1.2 76.6 31.5 275.4 26.7 .40 2.27 12.06 6.92 .040 .035 .040 .000 46.03 .011172 276. 278. 284. 0 15 0 .00 30.42 •SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.76 2420.000 9.30 55.21 53.18 54.72 56.17 .96 1.87 .10 1145.0 27.5 1082.9 34.6 10.4 134.2 11.6 276.4 27.0 .41 2.65 8.07 2.99 .040 .035 .040 .000 45.91 fc .003625 320. 318. 320. 3 11 0 .00 33.88 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.35 44 .40 .10 33.61 46. 10 46.89 25. 91 108.35 51.30 47.19 2 .99 33.41 52.46 51.72 .25 34.13 02MAY02 13:34:15 PAGE 191 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR *SECNO 2700.000 3280 CROSS SECTION 2700.00 EXTENDED 2700.000 9.03 56.16 54.18 1145.0 173.3 766.7 204.9 .43 4.13 8.78 4.35 .002735 278. 279. 277. *SECNO 2980.000 2980.000 8.04 56.89 55.05 1145.0 66.2 951.1 127.7 .44 3.43 9.13 3.84 .003206 298. 300. 302. *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 5.31 57.31 57.31 1145.0 292.4 478.1 374.5 .44 7.36 12.87 6.94 .009933 145. 135. 120. CCHV= .300 CEHV= .500 *SECNO 3000.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 7.78 59.88 59.88 795.0 .0 795.0 .0 .44 .00 12.95 .00 .029822 30. 25. 32. WSELK EG HV HL OLOSS L-BANK ALOB ACH AROB VOL TWA R-BANK XNL XNCH XNR WTN ELMIN SSTA ITRIAL IDC ICONT CORAR TOPWID ENDST .06 FEET 55.60 57.05 .89 .87 .01 48.79 42.0 87.3 47.1 277.5 27.2 48.31 .040 .035 .040 .000 47.13 1.30 2 15 0 .00 37.20 38.50 56.33 58.00 1.11 .89 .07 50.04 19.3 104.2 33.3 278.6 27.4 49.70 .040 .035 .040 .000 48.85 38.15 3 15 0 .00 36.07 74.22 56.93 58.84 1.53 .70 .13 52.00 39.^ 37.1 54.0 279.1 27.5 52.00 .040 .035 .040 .000 52.00 8.98 0 14 0 .00 43.36 52.34 58.94 62.48 2.61 .39 .54 64.10 .0 61.4 .0 279.1 27.6 64.10 .000 .040 .000 .000 52.10 27.11 0 11 0 .00 11.78 38.89 CCHV= .100 CEHV= *SECNO 3010.000 3280 CROSS SECTION .300 3010.00 EXTENDED 2.90 FEET 02MAY02 13:34:15 PAGE 192 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 23.76 3010.000 1238.0 .45 .000128 10.30 198.6 1.27 40. 62.70 941.4 1.94 35. 55.48 98.0 1.07 35. 61.48 156.0 .040 3 62.75 485.9 .040 18 .05 91.2 .040 0 .01 279.5 .000 .00 .26 27.6 52.40 95.50 53.60 53.80 .00 95.50 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 443.01 8457.30 180.09 443.01 8457.30 180.09 20 59.879 62.701 3000.000 3010.000 c 02MAY02 13 :34:15 PAGE 193 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 23.74 8512.7 .0 7650.6 862.1 .00 .00 1.01 .84 .000020 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED j302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 27.51 8512.7 66.7 8342.7 103.2 .10 .74 1.47 .76 .000062 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.65 37.05 28.67 8680.0 1.7 3266.7 5411.6 .14 .20 .92 1.53 .000104 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE 6260.000 12.58 37.08 27.94 8680.0 .0 2466.3 6213.7 .21 .00 .66 1.31 * .000077 260. 260. 260. 37.02 37.04 .02 .0 7545.0 1031.8 .000 .040 .040 0 13 0 2 . 03 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.06 .03 90.5 5658.3 135.8 .040 .040 .040 2 21 0 7 . 05 FEET .00 37.08 .03 8.7 3562.0 3531.4 .050 .080 .050 2 17 0 5.08 FEET , ELLEA- 39.30 ELREA= .00 37.10 .02 .0 3751.4 4735.5 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .02 .01 30.00 83. 0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .02 .00 36.80 116.7 9.7 32.20 .000 24.40 8.61 .00 656.39 665.00 34. 10 .02 .00 39.30 163.2 13.9 34.10 .000 24.50 32.16 .00 757.84 790.00 02MAY02 13:34:15 PAGE 194 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.11 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.11 37.11 28.88 .00 37.13 .02 8680.0 .0 2599.9 6080.1 .0 3372.9 4545.0 .28 .00 .77 1.34 .000 .100 .050 .000119 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.7 19.6 35.80 .000 25.00 8.84 .00 886.16 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED 1.02 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.20 '495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .29 .003070 11.52 .0 .00 160. 37.02 8680.0 3.81 160. 29.86 .0 .00 160. .00 .0 .000 4 37.24 2280.4 .100 18 .22 .0 .000 0 .05 238.4 .000 .00 . 06 21 .6 25.50 224.07 42 . 10 37.10 9.77 233.85 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .72 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .53 6960.000 8680.0 .30 .011035 11.92 .0 .00 240. 37.92 8680.0 6.90 240. 32.71 .0 .00 240. .00 .0 .000 2 38.66 1257.9 .100 11 .74 .0 .000 0 1.26 248.1 .000 .00 .15 22.6 26.00 129.23 41.50 37.20 5.77 135.00 ***• 02MAY02 13:34:15 PAGE 195 •L SECNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 .31 .006932 DEPTH QLOB VLOB XLOBL .000 SECTION 11.62 .1 .46 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOE ACH VROB XNL XNCH XLOBR I TRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.91 FEET 40.12 9059.9 6.69 250. 35.15 .00 40.81 .0 .2 1354.1 .00 .040 .080 250. 2 11 .70 2 . 15 .00 .0 255.6 23.4 .000 .000 28.50 0 .00 148.59 40.00 38.20 21.41 170.00 *SECNO .001 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= .OK*CU-YD 82.00 STCHL=11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.56 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 8.14 39.74 38.04 39.69 8367.7 .0 8367.7 .0 .0 .31 .00 10.57 .00 .000 .002434 100. 90. 70. 4 1 TARGET=109.000 41.48 791.6 .025 11 1.74 .0 .000 0 .35 257.9 .000 .00 .31 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= 31.60 BW= 82.00 STCHL= EXCAVATION DATA AEX- 188.2SQ-FT VEXR= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= .010 7.83 39.43 8367.7 .0 8367.7 .31 .00 11.84 .004591 1. 1. 16.5 125.5 TYPE= 1 TARGET= 38.34 39.35 41.61 2.18 .0 .0 706.5 .0 .00 .000 .025 .000 1. 2 15 0 109.000 .00 .13 100000.00 257.9 23.6 100000.00 .000 31.60 16.50 -52.21 109.00 125.50 02MAY02 13:34:15 PAGE 196 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA- 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL-22.55 STCHR= 133.50 .8K*CU-YD VEXT-.8K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC-43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET= 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 8.99 40.59 38.08 40.63 42.06 1.47 .38 8367.7 .0 8367.7 .0 .0 859.2 .0 259.9 .32 .00 9.74 .00 .000 .025 .000 .000 .002646 110. 110. 110. 3 15 0 -59.78 .07 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 __, • SECNO 1.110 CHIMP CLSTA- EXCAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW- .OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR- .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 24.5 1.110 9.29 40.89 37.80 8367.7 .0 8367.7 .0 .32 .00 8.77 .00 .001368 1. 1. 1. 133.5 TYPE- 1 TARGET= 40.94 42.09 1.20 .0 953.8 .0 .000 .025 .000 2 19 0 109.000 .00 .03 100000.00 259.9 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.41 41.11 7817.7 .0 7816.9 .32 .00 8.34 .001287 70. 70. 149.4 TYPE=1 TARGET-148.400 37.98 .7 .80 75. 41.17 .0 .000 2 42.19 937.0 .025 14 1.08 .9 .040 0 .09 261.4 .000 .00 .01 24.1 31.70 118.77 42.00 40.00 29.90 148.67 c 02MAY02 13:34:15 PAGE 197 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2.500 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 2.500 9.08 40.88 7817.7 .0 7816.3 .32 .00 10.20 .002083 75. 90. 1.0 149.0 TYPE= 1 TARGET= 38.80 40.93 42.50 1.62 1.4 .0 766.3 1.4 1.03 .000 .025 .040 105. 2 15 0 148.000 .15 .16 42.50 263.2 24.3 40.00 .000 31.80 45.32 .00 103.68 149.00 •SECNO 2.900 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.900 8.74 40.64 7817.7 .0 7817.7 .32 .00 12.05 .003241 80. 80. 1.0 149.0 TYPE=1 TARGET=148.000 39.54 .0 .00 80. 40.67 .0 .000 2 42.90 648 .7 .025 15 2.26 .0 .000 0 .21 264 .5 .000 .00 .19 24.5 31.90 92 .61 42.00 42.00 44.71 137.32 *SECNO 3.000 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3.000 9.62 41.62 7817.7 .0 7817.7 .32 .00 9.95 .002100 70. 75. 40.0 320.0 TYPE= 1 TARGET- 39.52 41.72 43.16 1.54 .0 .0 785.8 .0 .00 .000 .025 .000 80. 3 11 0 280.000 .19 .07 42.00 265.7 24.7 43.00 .000 32.00 180.97 .00 108.76 289.72 CCHV= .100 CEHV= *SECNO 5.100 3301 HV CHANGED MORE THAN HVINS c 02MAY02 13:34:15 PAGE 198 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .48 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43 .77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.69 40.78 40.48 40.83 43.85 7817.7 .0 7817.7 .0 .0 555.6 .33 .00 14.07 .00 .000 .035 .009041 83. 60. 45. 3 12 3. 07 .0 .000 0 .23 266.6 .000 .00 .46 24.8 32.09 81.30 43 .58 43.77 160.45 241.75 *SECNO 5.110 3280 CROSS SECTION 5.11 EXTENDED 3301 HV CHANGED MORE THAN HVINS WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .28 5.110 985.7 .33 .001826 *SECNO 310. 3280 CROSS 310.000 985.7 .34 .001608 *SECNO 400, 3280 CROSS 400.000 985.7 .34 .002285 8.25 75.5 2.66 117. .000 SECTION 8.40 21.3 1.93 79. .000 SECTION 8.22 252.8 4.11 101. 44.44 753.6 6.18 118. 41.92 156.7 3.31 118. 310.00 EXTENDED 44.64 869.3 5.58 80. 41.74 95.1 2.67 80. 400.00 EXTENDED 44.71 670.7 7.14 103. 42.29 62.2 2.79 105. 44 .44 28.4 .040 2 .81 FEET 44.72 11.0 .040 2 .21 FEET 44.81 61.5 .040 2 44.93 121.9 .035 14 45.07 155.7 .035 14 45.32 93.9 .035 19 .49 47.4 .040 0 .44 35.6 .040 0 .61 22.3 .040 0 .82 267.6 .000 .00 .14 268 .0 .000 .00 .20 268.5 .000 .00 .26 25.0 36.19 42.97 .00 25.1 36.24 43 .00 .05 25.2 36.49 38.39 39.82 38.62 . 13 43. 10 41.63 40.20 .00 43.00 36.99 40.46 .00 38.39 02MAY02 13:34:15 PAGE 199 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 580.000 3280 CROSS SECTION 580.00 EXTENDED 580.000 985.7 .35 .002526 8.40 88.7 3.48 204. 45.17 821.9 6.93 202. 42.99 75.1 2.93 203. 45.41 25.5 .040 2 45.82 118 .6 .035 15 .65 25.6 .040 0 .49 269.3 .000 .00 .01 25.3 36.77 38.80 41.45 41 .04 .00 38.80 *SECNO 750.000 750.000 8.34 985.7 143.5 .36 3.72 .002336 240. 45.82 783.3 6.75 247. 43.62 58.9 2.75 251. 46.20 38.6 .040 2 46.42 116.1 .035 19 .60 21.4 .040 0 .60 270.2 .000 .00 .00 25.6 37.48 40.67 41.46 41.77 .41 41.08 *SECNO 1000.000 3280 CROSS SECTION 1000.00 EXTENDED .13 FEET 1000.000 985.7 .37 .004275 8.10 61 .8 3.60 197. 46.12 884.5 8.60 197. 44.40 39.4 3.34 198 . 46.49 1 7 1 .040 2 47. 17 102.8 .035 15 1.05 11.8 .040 0 .61 270.9 .000 .00 .13 25.7 38.02 29.12 42.14 42.50 .18 29.30 *SECNO 1230.000 3280 CROSS SECTION 1230.00 EXTENDED .94 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.55 1230.000 985.7 .38 .001771 9.55 34.6 2 .22 233. 47.31 903.8 5.99 232. 44.14 47.2 2 .40 231. 47.83 15.6 .040 3 47.83 151.0 .035 15 .52 19.7 .040 0 .61 271.8 .000 .00 .05 25.9 37.76 38.19 43 .60 43.92 .21 38.40 *SECNO 1470.000 c 02MAY02 13:34:15 PAGE 200 SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .69 3470 ENCROACHMENT STATIONS = .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 8.55 47.69 45.98 48.21 48.60 .91 .65 .12 985.7 101.6 852.4 31.7 26.5 105.3 10.8 272.8 26.1 .39 3.83 8.09 2.93 .040 .035 .040 .000 39.14 .003723 267. 263. 258. 3 15 0 .00 32.47 *SECNO 1810.000 1810.000 7.19 49.09 47.38 49.61 49.85 .76 1.24 .01 985.7 26.6 936.2 22.9 10.1 130.8 8.3 274.0 26.4 .40 2.63 7.16 2.75 .040 .035 .040 .000 41.90 .003316 358. 354. 345. 2 14 0 .00 36.71 *SECNO 2100.000 J301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2100.000 5.74 51.77 51.77 52.23 53.63 1.86 1.58 .33 985.7 .5 811.0 174.2 .3 69.5 26.0 274.7 26.6 .41 1.48 11.66 6.70 .040 .035 .040 .000 46.03 .011897 276. 278. 284. 0 15 0 .00 27.98 *SECNO 2420.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.85 2420.000 8.84 54.75 52.68 55.21 55.60 .86 1.87 .10 985.7 16.6 945.9 23.2 7.2 125.1 8.7 275.6 26.8 .42 2.30 7.56 2.67 .040 .035 .040 .000 45.91 .003494 320. 318. 320. 3 11 0 .00 31.74 L-BANK ELEV R-BANK ELEV SSTA ENDST 43.35 44.40 .10 32.57 46.10 46.89 70.73 107.44 51.30 47.19 4.28 32.26 52.46 51.72 1.52 33.26 02MAY02 13:34:15 PAGE 201 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 2700.000 2700.000 8.50 985.7 141.0 .43 3.89 .002682 278. 55.63 682.0 8.33 279. 53.72 162.6 4.13 277. 56.16 36.3 .040 2 56.46 81.9 .035 15 .82 39.4 .040 0 .85 276.6 .000 .00 .00 27.0 47.13 34.83 48.79 48.31 2.11 36.94 *SECNO 2980.000 2980.000 7.52 985.7 50.2 .44 3.26 .003196 298. 56.37 841.3 8.68 300. 54.54 94.2 3.59 302. 56.89 15.4 .040 3 57.39 96.9 .035 14 1.03 26.2 .040 0 .88 277.6 .000 .00 .06 27.3 48.85 33.39 50.04 49.70 39.59 72 .98 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2990.000 4.95 56.95 985.7 243.3 428.8 .45 7.10 12.37 .010060 145. 135. 56.95 313.5 6.67 120. 57.31 34.3 .040 0 58.40 34.7 .035 14 1.45 47.0 .040 0 .70 278.0 .000 .00 .13 27.4 52.00 40.82 52.00 52.00 10. 16 50.98 CCHV= .300 CEHV= •SECNO 3000.000 .500 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3000.000 6.90 59.00 635.7 .0 635.7 .45 .00 12.37 .030293 30. 25. 59.00 .0 . 00 32. 59.88 .0 .000 0 61.37 51.4 .040 11 2.38 .0 .000 0 .39 278.0 .000 .00 .46 27.4 52.10 10.90 64.10 64.10 27.55 38.45 CCHV= .100 CEHV= .300 •SECNO 3010.000 3280 CROSS SECTION 3010.00 EXTENDED 1.75 FEET 3301 HV CHANGED MORE THAN HVINS 02MAY02 13:34:15 PAGE 202 SEGNO Q TIME SLOPE 3302 WARNING: 3010.000 1238.0 .45 .000205 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CONVEYANCE CHANGE 9.15 181.2 1.44 40. 61.55 971.0 2.26 35. CRIWS QROB VROB XLOBR OUTSIDE OF 55.48 85.8 1.24 35. WSELK ALOB XNL ITRIAL ACCEPTABLE 62 .70 126.1 .040 3 EG HV HL ACH AROB VOL XNCH XNR WTN IDC ICONT CORAR RANGE, KRATIO = 23.65 61.62 .07 .02 429.5 69.2 278.3 .040 .040 .000 14 0 .00 OLOSS TWA ELMIN TOPWID .23 27.4 52.40 92.85 L-BANK R-BANK SSTA ENDST 53.60 53.80 .00 92.85 02MAY02 13:34:15 PAGE 203 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 602.32 154.06 118.53 602.32 154.06 118.53 21 58.999 61.552 3000.000 3010.000 c 02MAY02 13:34:15 PAGE 204 THIS RUN EXECUTED 02MAY02 13:34:16 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST FILE:FEMA9.HC2 10/19/98J SUMMARY PRINTOUT TABLE 110 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC 78.900 37.02 84.300 37.02 6000.000 37.05 6260.000 6560.000 37.11 * 6720.000 37.02 * 6960.000 37.92 7210.000 40.12 .00 37.04 590.00 .00 7650.58 862.10 .00 37.06 550.00 66.74 8342.71 103.22 .00 37.08 656.39 .00 37.10 757.84 .00 37.13 886.16 37.24 224.07 .00 38.66 129.23 1.72 3266.71 5411.57 .00 2466.34 6213.66 .00 2599.86 6080.14 .00 40.81 148.59 .00 8680.00 .00 8680.00 .09 9059.90 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 20.00 25.00 28.00 .00 .00 .00 25.00 500 520. 355. 359. 329. 234. 135 170. .00 .00 .00 .00 .00 .00 .00 .00 .0 .0 .0 .0 .0 .0 .0 .0 .001 39.74 .05 41.48 109.00 .00 8367.68 .00 109.00 16.50 11.00 127.97 125.5 .010 39.43 .09 41.61 109.00 .00 8367.68 .00 109.00 16.50 11.00 127.97 125.5 1.100 40.59 -.04 42.06 109.00 .00 8367.68 .00 109.00 24.50 22.55 133.50 133.5 1.110 40.89 -.05 42.09 109.00 .00 8367.68 .00 109.00 24.50 22.55 133.50 133.5 2.000 41.11 -.05 42.19 118.77 .00 7816.94 .74 148.40 1.00 28.00 147.00 149.4 2.500 40.88 -.05 42.50 103.68 .00 7816.27 1.41 148.00 1.00 42.00 146.40 149.0 2.900 40.64 .03 42.90 92.61 .00 7817.68 .00 148.00 1.00 42.00 140.00 149.0 3.000 41.62 5.100 40.78 -.09 43.16 108.76 -.05 43.85 81.30 .00 7817.68 .00 7817.68 .00 280.00 40.00 180.00 293.00 320.0 .00 .00 .00 .39 252.00 .0 02MAY02 13:34:15 PAGE 205 SEGNO CWSEL DIFKWS EG TOPHID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC * 5.110 44.44 .01 44.93 42.97 75.46 753.57 156.65 .00 .00 12.40 29.10 .C 310.000 44.64 -.08 45.07 43.00 21.33 869.30 95.05 .00 .00 6.60 29.40 .C 400.000 44.71 -.10 45.32 38.39 252.77 670.71 62.19 .00 .00 15.50 27.90 .0 580.000 45.17 -.24 45.82 38.80 88.67 821.89 75.12 .00 .00 10.30 26.50 .0 750.000 45.82 -.37 46.42 40.67 143.47 783.33 58.88 .00 .00 14.40 30.50 .0 1000.000 46.12 -.37 47.17 29.12 61.78 884.54 39.37 .00 .00 8.80 23.00 .0 * 1230.000 47.31 -.52 47.83 38.19 34.61 903.83 47.23 .00 .00 8.60 29.30 .0 * 1470.000 47.69 -.52 48.60 32.47 101.58 852.42 31.68 250.00 .10 11.00 26.00 250.1 1810.000 49.09 -.52 49.85 36.71 26.63 936.18 22.87 .00 .00 77.50 '101.20 .0 * 2100.000 51.77 -.46 53.63 27.98 .46 811.02 174.20 .00 .00 5.60 20.90 .0 * 2420.000 54.75 -.46 55.60 31.74 16.55 945.88 23.25 .00 .00 7.80 27.50 .0 2700.000 55.63 -.52 56.46 34.83 141.03 682.01 162.63 .00 .00 12.70 23.10 .0 2980.000 56.37 -.53 57.39 33.39 50.17 841.29 94.22 .00 .00 46.30 60.20 .0 * 2990.000 56.95 -.35 58.40 40.82 243.30 428.85 313.53 .00 .00 25.00 32.00 .0 * 3000.000 59.00 -.88 61.37 10.90 .00 635.68 .00 .00 .00 25.00 41.00 .0 * 3010.000 61.55 -1.15 61.62 92.85 181.18 970.99 85.82 .00 .00 26.00 75.00 .0 02MAY02 13:34:15 PAGE 206 'ILE : FEMA9 . HC2 10/19/98J SUMMARY PRINTOUT TABLE 150 SEGNO XLCH ELTRD ELLC ELMIN CWSEL CRIWS EG 10*KS VCH AREA .OIK 78.900 .00 .00 .00 19.00 8512.68 37.02 23.74 37.04 .20 1.01 8576.80 18819.8 84.300 500.00 .00 24.00 8512.68 37.02 27.51 37.06 .62 1.47 5884.60 10806.8 6000.000 220.00 .00 .00 24.40 8680.00 37.05 28.67 37.08 1.04 .92 7102.10 8530.5 6260.000 260.00 .00 .00 24.50 8680.00 37.08 27.94 37.10 .66 8486.92 9884.8 6560.000 300.00 .00 .00 25.00 8680.00 37.11 28.i 37.13 1.19 .77 7917.94 7973.6 * 6720.000 160.00 .00 .00 25.50 8680.00 37.02 29.86 37.24 30.70 3.81 2280.39 1566.5 * 6960.000 240.00 .00 26.00 8680.00 37.92 32.71 38.66 110.35 6.90 1257.91 826.2 7210.000 250.00 . 00 .00 28.50 9060.00 40.12 35.15 40.81 69.32 6.69 1354.35 1088.1 .001 90.00 .00 .00 31.60 8367.68 39.74 38.04 41.48 24.34 10.57 791.60 1696.1 .010 1.00 45.80 43.30 31.60 8367.68 39.43 38.34 41.61 45.51 11.84 706.54 1234.9 1.100 110.00 45.80 43.30 31.60 8367.68 40.59 38.08 42.06 26.46 9.74 859.20 1626.7 1.110 1.00 .00 .00 31.60 8367.68 40.89 37.80 42.09 13.68 J.77 953.81 2262.7 2.000 70.00 .00 2.500 90.00 .00 2.900 80.00 .00 3.000 75.00 .00 5.100 60.00 .00 5.110 117.70 .00 310.000 79.80 .00 400.000 103.30 .00 580.000 202.30 .00 750.000 246.80 .00 1000.0.00 197.10 .00 * 1230.000 231.60 .00 .00 31.70 7817.68 41.11 37.98 42.19 12.87 6.34 937.95 2179.0 .00 31.80 7817.68 40.88 38.80 42.50 20.83 10.20 767.66 1712.9 .00 31.90 7817.68 40.64 39.54 42.90 32.41 12.05 648.68 1373.3 .00 32.00 7817.68 41.62 39.52 43.16 21.00 9.95 785.83 1705.7 .00 32.09 7817.68 40.78 40.48 43.85 90.41 14.07 555.61 822.1 .00 36.19 985.68 44.44 41.92 44.93 18.26 6.18 197.72 230.6 .00 36.24 985.68 44.64 41.74 45.07 16.08 5.58 202.35 245.8 .00 36.49 985.68 44.71 42.29 45.32 22.85 7.14 177.69 206.2 .00 36.77 985.68 45.17 42.99 45.82 25.26 6.93 169.65 196.1 .00 37.48 985.68 45.82 43.62 46.42 23.36 6.75 176.10 203.9 .00 38.02 985.68 46.12 44.40 47.17 42.75 i.60 131.79 150.7 .00 37.76 985.68 47.31 44.14 47.83 17.71 5.99 186.23 234.2 02MAY02 13:34:15 PAGE 207 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .OIK * 1470.000 263.10 .00 .00 39.14 985.68 47.69 45.98 48.60 37.23 8.09 142.64 161.5 1810.000 353.50 .00 .00 41.90 985.68 49.09 47.38 49.85 33.16 7.16 149.23 171.1 * 2100.000 278.30 .00 .00 46.03 985.68 51.77 51.77 53.63 118.97 11.66 95.86 90.3 * 2420.000 318.40 .00 .00 45.91 985.68 54.75 52.68 55.60 34.94 7.56 141.03 166.7 2700.000 278.70 .00 .00 47.13 985.68 55.63 53.72 56.46 26.82 8.33 157.56 190.3 2980.000 300.10 .00 .00 48.85 985.68 56.37 54.54 57.39 31.96 8.68 138.50 174.3 * 2990.000 135.00 .00 .00 52.00 985.68 56.95 56.95 58.40 100.60 12.37 115.94 98.2 * 3000.000 25.00 .00 .00 52.10 635.68 59.00 59.00 61.37 302.93 12.37 51.39 36.5 * 3010.000 35.00 .00 .00 52.40 1238.00 61.55 55.48 61.62 2.05 2.26 624.88 863.6 02MAY02 13:34:15 PAGE 208 ILE:FEMA9.HC2 10/19/98J SUMMARY PRINTOUT TABLE 150 SEGNO CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 78.900 8512.68 37.02 84.300 8512.68 37.02 6000.000 8680.00 37.05 6260.000 8680.00 37.08 6560.000 8680.00 37.11 * 6720.000 8680.00 37.02 * 6960.000 8680.00 37.92 7210.000 9060.00 40.12 .001 8367.68 39.74 .010 3367.68 39.43 1.100 8367.68 40.59 1.110 8367.68 40.89 2.000 7817.68 41.11 2.500 7817.68 40.88 2.900 7817.68 40.64 3.000 7817.68 41.62 5.100 7817.68 40.78 5.110 985.68 44.44 310.000 985.68 44.64 400.000 985.68 44.71 580.000 985.68 45.17 c 750.000 985.68 45.82 1000.000 985.68 46.12 * 1230.000 985.68 47.31 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .02 .03 .03 - .09 2.20 - .38 - .31 1.15 .31 .22 -.23 -.24 .98 - .85 3.67 .19 .07 .46 .65 .29 1.19 .00 590.00 .00 .00 550.00 500.00 .00 656.39 220.00 .00 757.84 260.00 .00 886.16 300.00 .00 224.07 160.00 .00 129.23 240.00 .00 148.59 250.00 .05 109.00 90.00 .09 109.00 -.05 109.00 1.00 -.04 109.00 110.00 1.00 -.05 118.77 70.00 -.05 103.68 90.00 -.03 92.61 80.00 -.09 108.76 75.00 -.05 81.30 60.00 .01 42.97 117.70 -.08 43.00 79.80 -.10 38.39 103.30 -.24 38.80 202.30 -.37 40.67 246.80 -.37 29.12 197.10 -.52 38.19 231.60 02MAY02 13:34:15 PAGE 209 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 1470.000 985.68 47.69 .00 .38 -.52 32.47 263.10 1810.000 985.68 49.09 .00 1.40 -.52 36.71 353.50 * 2100.000 985.68 51.77 .00 2.68 -.46 27.98 278.30 * 2420.000 985.68 54.75 .00 2.98 -.46 31.74 318.40 2700.000 985.68 55.63 .00 .88 -.52 34.83 278.70 2980.000 985.68 56.37 .00 .73 -.53 33.39 300.10 * 2990.000 985.68 56.95 .00 .58 -.35 40.82 135.00 * 3000.000 635.68 59.00 .00 2.05 -.88 10.90 25.00 * 3010.000 1238.00 61.55 .00 2.55 -1.15 92.85 35.00 02MAY02 13:34:15 PAGE 210 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 84.300 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6720.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6960.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= .001 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5.100 PROFILED 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 5.110 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1230.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 1470.000 PROFILED 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO= 2100.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2100.000 PROFILED 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 2420.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE JAUTION SECNO= 2990.000 PROFILE= 1 CRITICAL DEPTH ASSUMED*>»•* CAUTION SECNO= 2990.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO= 3000.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3000.000 PROFILE= 1 MINIMUM SPECIFIC ENERGY WARNING SECNO= 3010.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE c CROSS-SECTION NO. 310.000 .0 _LS . 0 .1-6.0 20.0 2H . 0 SS . 0 3S.0 36.0 H0.0 4-4-. 0 DISTANCE .0 4-. 0 CROSS-SECTION NO. 5 . J.J.0 M-ST c 8.0 J.2.O ±6.0 20 . 0 SH.0 £8.0 33.0 36.0 H0.0 4-4.0 DISTANCE . 0 4-. 0 CROSS-SECTION NO. 530.000 .a t.a s.a j.e.0 J.S. o ea. a SH . a as. a 3a.a as.a tia.a 4-t.a DISTANCE CROSS-SECTION NO. H00.000 36' .0 4-.O B.0 J_S.O J_B.O S0.O 24-. 0 23.0 3S. B 36.0 4-0.0 4-H-.Q CROSS-SECTION NO. ±000.000 .0 3.0 6.0 3.0 4.2.0 15.0 18.0 21.0 SH-.0 27.0 30.0 33.0 CROSS-SECTION NO. 750.000 £4-.0 SB.0 32.0 3G.0 413.0 4-4-. 0 3B .0 S-.0 B.0 12. IZI IS. c c CROSS-SECTION NO. J.H-70.000 . 0 H-.O 8.0 j_2.e ±6.0 20.0 an. a as.0 aa.0 36.0 HB.B 4-4-. a DISTANCE S0T CROSS-SECTXON NO. ±830.000 3B1 -t--I--t--t--f -t--f -I±6.0 20.0 2^.0 aa. 0 as. a as. a 4-0.0 4-4-. 0 DISTANCE CROSS-SECTXON NO. 2100.000 -LB. e> sei.es an. 0 £8.0 sa.e ss.a 4-0.0 H-M-.Q.a 4-. 0 CROSS-SECTION NO. J.8J-0 . 000 SJ- c DISTANCE CROSS-SECTION NO. 2700.000 . o j_s . 0 SB. a st . 0 as . 0 35.0 ae.0 HO. a n-4-.a DISTANCE CROSS-SECTION NO. E4-a0 . 000 SST BS-- c . 0 as- . 0 SB . 0 32 . 0 36 .0 H0 . 0 H-M-. 0.0 4-. 0 CROSS-SECTION NO. 2390.000 55' 35' SB SB 0.00 J.J_a DISTANCE CROSS-SECTION NO. 2980.000 c 0.0 "48 . 0 53 . 0 54-. 0 T'S. 0 SO. 0 H-8' CROSS-SECTION NO. 30J.0.000 E0- • 30 J.<D0 -LJ-0 DISTANCE CROSS-SECTION NO. 3000.000 c 56.0 B4-.0 7a.0 szj.o se. 0 HEC-2 SPLIT FLOW ANALYSIS FOR CALAVERAS CREEK ULTIMATE CONDITION FILE NAME: 72BJBU2.hc2 Prepared By: DCB:KM:nd/Report/13918.001 Rick Engineering Company — Water Resources Division 05-08-02 * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 02MAY02 TIME 13:31:34 * U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 (916) 756-1104 X X XX X XX xxxxxxx xxxx X XX X XX X X XXXXXXX xxxxx X X X X X X X xxxxx xxxxx X X X xxxxx xxxxx X X xxxxxxx c 02MAY02 13:31:34 PAGE THIS RUN EXECUTED 02MAY02 13:31:34 HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 SPLIT FLOW BEING PERFORMED SF SPLIT FLOW NORTH SIDE OF WALL JC SPLIT FLOW RATING CURVE AT ROBERTSON RANCH JP 10 0 0-1 0 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET CS 4 3000.0 3010.0 -1 CR 100 60.07 200 60.45 400 60.87 630 61.24 02MAY02 13:31:34 PAGE THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC MODIFIED WITH Q FROM BOX CULVERT TO CALAVERA CREEK BA HEC-1 FN: 72BJBU.HC1 - ULTIMATE CONDITIONS EXTENDED EXISTING WALL, ADDED ADDITIONAL WALL EAST OF CULVERT OUTLET AND TRAPAZOIDAL OPENING TO CONTROL. DISCHARGE TO <1000 CFS ON SOUTH SIDE OF WALL NEW TOPO FROM SURVEY FOR CALAVERA CREEK AC CALAVERA HILLS II AC AC J-13918 AC FN: 72BJBU2.HC2 AC 04/24/02 AC ****************** AC RANCHO CARLSBAD AC J-13182 AC 12/12/01 AC **************** AC RANCHO CARLSBAD AC J-13182 AC 10/08/01 AC AC AC AC **************** Tl T2 T3 COMBINE EXISTING CONDITIONS AT CALAVERA CREEK BETWEEN CROSS-SECTIONS 5.1 AND 2980 WITH PROPOSED CONDITIONS OF AGUA HEDIONDA TO DETERMINE MAX Q ALLOWABLE IN CALAVERAS CREEK PIPE DIVERSION OPTION IN CALAVERAS CREEK FILES USED: RCMHPEX.HC2 AND RCSUP.HC2 AQUA HEDIONDA CREEK, CARLSBAD, REVISE H.CHANGS HEDI96.HEC TO MODEL CALAVERAS CREEK AT XS 5.1; WALL INTACT; PROFILE 1:100YR FP FILE:FEMA9.HC2 10/19/98JN13182, L-R LOOKING D/S, ASSUMES QCAL= 200 CFS ICHECK INQ IDIR STRT HVINS WSEL FQ 37.02 J2 NPROF I PLOT PRFVS XSECV XSECH ALLDC CHNIM ITRACE J3 VARIABLE CODES FOR SUMMARY PRINTOUT - 1 NC QT XI GR GR GR XI GR GR GR 78 30. 21. 30. 84. 35. 24. 35. .04 4 .90 .00 .50 .00 .30 .00 .50 .00 .04 9115 11 .00 250.00 590.00 11 .00 245.00 550.00 .04 9115 0 20.00 22.00 .00 20 30.00 24.00 .00 .1 9115 500 50.00 350.00 .00 520 20.00 300.00 .00 .3 9115 0 19.00 22.50 .00 500 27.00 24.50 .00 0 50.00 425.00 .00 500 40.00 360.00 .00 0 20.00 23.00 . 00 500 26.00 25.00 .00 60.00 500.00 .00 115.00 420.00 .00 21.00 25.00 .00 25.00 30.00 .00 150.00 550.00 .00 190.00 520.00 .00 02MAY02 13:31:34 PAGE NC QT XI X3 GR GR GR NC XI X3 GR GR GR XI X3 GR GR GR GR XI X3 T. -<3R GR XI GR QT NC XI GR GR QT NC ET .05 4 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 6960 41.5 4 .04 7210 40.8 38.2 4 0.06 .05 8680 12 335 650 14 340 725 19 308 450 705 14 234 370 4 9060 .05 6 170 8970 0.06 9.1 DOWNSTREAM FACE XI Cl GR GR GR GR .001 74.5 45.8 34.0 33.1 37.7 19 31.60 .60 41.00 88.17 125.50 .08 8680 25 36.2 32.2 30 .1 28 38.4 34.1 28 27.3 35.8 30 30 26.5 38.5 32 26 9060 .08 25 40 8970 0.025 9.1 OF EL CAMINO 11 0.025 40.00 33.10 33.10 38.00 8680 355 11 355 665 359 11 359 750 329 30 329 465 780 234 30 260 430 135 25 9060 170 25 8970 9.1 REAL BRIDGE 125.5 .2 11.00 42.80 91.50 131.00 8680 240 36.8 32.2 260 39.3 34.1 30 300 26 35.8 30 32 160 25.5 30 34 240 26 9060 250 29 8970 9.1 100 2 39.08 33 .10 33.10 40.00 240 25 365 260 28 370 770 300 35 340 550 885 160 130 290 470 240 105 250 55 70 82 16.50 49.84 106.20 141.00 220 27.3 46 25 380 260 25.4 54 25.5 385 32 790 300 25 170 28 360 28 565 34 895 160 25.5 207 28 305 36 490 240 37.2 135 250 28.5 100 90 38.00 23.00 33.10 53.17 34.00 108.00 45.80 152.60 24.4 287 24.5 450 24.5 200 24.6 600 26.8 290 26 375 26.5 630 26.2 214 26 350 , 29 145 16.5 125.5 36.00 28.00 33.10 74.50 36.00 123.00 .00 .00 02MAY02 13:31:34 PAGE NC ET XI 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 45.8 45.8 45.8 45.8 45.8 45.8 9. 1 2 45.8 43.3 31.6 31.6 43.3 40 9.1 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 16.50 43 .3 49.84 43.3 88.17 31.6 91.5 37.66 131 45.8 16.5 125.5 45.8 39.08 45.8 31.6 45.8 43.3 45.8 43.3 45.8 38 UPSTREAM FACE OF BRIDGE ET XI CI BT BT BT BT BT BT GR GR } S.H3R NC ET XI CI GR GR GR GR QT ET XI CI GR GR ET XI <0*sa. ^^rGR 9.1 UPSTREAM FACE OF 1.10 19 79 31.60 -18 .6 24.5 57.84 96.17 99.5 139 45.8 .60 34 .0 41.00 33.3 96.17 36.4 133.50 0.04 0.04 9.1 1.11 19 79 31.60 45.8 .60 34.0 41.00 33.3 97.17 36.4 133.50 4 8420 9.1 IMPROVED CHANNEL 2.0 7 42.5 0 40 147 9.1 2.5 7 42.5 0 40 146.4 9.1 • EL CAMINO 24.5 0.025 45.8 45.8 45.8 45.8 45.8 45.8 40.00 33 .34 33.34 38.00 0.025 9.1 24.5 0.025 40.00 33.34 33.34 38.00 8520 9.1 28 42 42 42 42.5 41 9.1 REAL BRIDGE 133 .5 2 45.8 37.67 31.60 43 .3 43.3 38 11.00 42.32 99.50 139.00 9.1 133.5 2 11.00 42.32 98.50 139.00 8620 9.1 147.0 28 150 146.4 42 150 9.1 110 2 11 24.5 61.17 96.17 133.5 144 38.00 33.34 33.34 40.00 9.1 1 2 38.00 33.34 33.34 40.00 8720 9.1 70 31.7 75 31.8 110 87 45.8 45.8 45.8 45.8 45.8 45.8 23.00 57.84 122.68 144.00 1 87 23.00 58.84 122.68 144 . 00 75 .01 50 105 .01 64.0 110 40 23 43.3 57.84 31.60 61.17 31.60 99.5 43.3 133.5 40 155.6 37.67 24.50 33.34 61.17 34.00 124.00 45.80 155.60 1 37.67 24.50 33.34 60.17 34.00 124.00 45.80 155.60 70 31.7 90 90 31.8 105 24.5 133.5 45.8 38 45.8 43 .3 45.8 43.3 45.8 31.60 45.8 36.41 45.8 45.8 36.00 32.00 33.34 79.00 36.00 132.00 .00 .00 24.5 133.5 36.00 32.00 33.34 79.00 36.00 132.00 1 149.4 31.7 130 1 149 31.8 130 02MAY02 13:31:34 PAGE 9.1 9.1 9.1 9.1 1 149 IMPROVED CHANNEL XI CI GR GR GR ET XI GR GR 2.9 42.5 34 43 3.0 43 .6 36 11 0 60 150 9.1 12 40 197 42 42 31.9 9.1 180 42.9 35 140 80 80 .01 42 40 46 65 31.9 85 9.1 9.1 293 70 80 135 42 180 205 32.0 211 80 38 50 36 55 31.9 120 42 140 40 320 75 40 185 38 194 32 240 32.0 267 GR 43 293 43 320 QT 4 8420 8520 8620 8720 NC XI X3 '. GR GR GR GR QT XI GR GR XI GR GR XI GR GR 0.04 AGUA 5.1 10 43.58 32.09 32.09 43.46 39.13 4 5.11 44.5 36.6 310.0 44.3 37.2 400.0 44.5 45.2 0.04 HEDIONDA 22.0 0 177.84 224.36 267.7 298.5 1643 8.0 .0 28.2 8.0 .0 25.5 6.0 .0 39.6 0.035 CONFLUENCE 0.39 43.58 32.09 38.01 38.35 43.20 1100 12.4 39.82 38.62 6.6 41.63 40.20 15.5 36.99 .1 .3 WITH CALAVERAS CREEK 252 83 45 0.39 42 158.02 180.0 32.09 190.00 236.20 40 240.18 279.3 36.61 282.5 306.9 1200 1300 29.1 116.9 117.9 12.4 37.24 14.9 29.1 43.51 43.1 29.4 79.3 80.3 6.6 36.85 11.8 29.4 43.83 43.0 27.9 101.1 104.9 15.5 36.49 20.5 60 40 162.02 38.00 166.02 32.09 200.00 32.09 220.36 42 244.18 43.77 252 35.3 289.8 36.40 294.3 117.7 37.33 20.9 36.19 23.1 79.8 36.24 17.0 37.57 18.6 103.3 36.86 25.2 40.46 27.9 /*""* 02MAY02 13:31:34 PAGE ''%*•»• XI GR GR XI GR GR XI GR GR XI GR GR ET XI GR GR XI GR GR GR XI GR GR XI GR GR XI GR GR XI GRc ar 580. 44 . 37, 750. 46 38. 1000 46 42 1230 47 39 1470 47 41 1810 50 49 41 2100. 53. 53. 2420. 55. 47. 2700. 57. 56. 2980. 58. 57. 49. inTTTr™ ,0 7 ,2 .0 .0 .5 .0 .2 .5 .0 .4 .7 .0 .2 .1 .0 .1 .8 .9 ,0 .3 .6 0 3 6 .0 0 1 0 1 6 .7 jar. ft B. 24. 8, 28 7 23 8 25 9 8 24 15 64 90 6 36. 9, 20, 6. 38. 14. 36. 60, >OQQ_ QI .0 .0 . 0 .0 .0 .1 .0 .0 .0 .0 .0 .9 .1 .0 .0 .4 .0 .0 .6 .0 .0 .0 .8 .0 .0 .0 .0 .0 .5 .0 .0 .2 .2 rpTTn 10.3 42.12 41.04 14.4 41.77 41.77 8.8 42.14 45.99 8.6 43.60 43.92 9.1 11.0 43.35 44 .40 77.5 49.92 49.72 43.39 5.6 51.30 7.8 52.46 48.13 12.7 48.79 46.3 57.86 55.27 55.23 MO iroriM nc"p 26. 5. 26. 30. 9. 30. 23. 8. 29 29 8 29 9 26 11 26. 101 1, 69, 97 20, 5, 27, 7, 23, 23, 12, 60. 1. 42. 65. raaoT* 5 8 5 5 7 .5 .0 .8 .3 .3 .6 .3 .1 .0 .0 .0 .2 .3 .3 .0 .9 .6 .5 .8 .9 .1 .7 .2 .0 .6 ,5 j n.Tn 203 41. 45. 240 41. 45. 197 38. 232 39. 46. 9 267 41. 49. 357 49. 46. 46. 276 46. 320 48. 51. 277 47. 298 58. 50. 55. .7 45 14 .2 46 83 .1 21 .5 25 37 .1 .0 11 41 .7 51 10 89 .0 53 .0 74 72 .6 13 .3 30 04 82 203.2 202.3 10.3 37.34 38.8 250.8 246.8 14.4 37.58 41.1 198.1 197.1 10.9 38 .02 230.7 231.6 14.8 37.76 38.4 257.9 263.1 12.3 40.64 36.0 345.1 353.5 34.1 50.11 77.5 43.97 101.2 47.90 283.5 278.3 10.6 46.03 319.7 318.4 11.3 47.99 27.5 55.56 277.4 278.7 14.6 48.31 301.5 300.1 15.8 57.98 46.3 49.61 71.7 57.82 13.7 36.77 20.7 18.2 37.48 20.2 14.7 38.42 20.5 19.0 39.33 24.2 0.1 250.1 14.8 39.14 17.4 48.2 49.60 63.8 80.2 43.22 85.8 105.4 51.27 111.2 17.0 47.19 20.9 12.8 45.91 16.4 34.8 23.1 53.54 29.9 30.7 58.27 31.4 49.6 48.85 52.3 76.4 02MAY02 13:31:34 PAGE XI GR GR NC QT XI GR GR NC XI GR GR TC 2990.0 60. 0 59.4 .04 4 3000.0 64.1 64.1 .04 3010.0 59.8 69.0 RATING ASQ .00 8.0 0.0 70.0 .04 1292 6.0 0.0 88.0 .04 6.0 0.0 110.0 25.0 54.0 59.4 .04 1100 25.00 64.1 .04 26.0 53.6 32.0 20.0 88.0 0,3 1200 41.00 25.00 0.1 75.0 26.0 CURVE LOCATED DOWNSTREAM OF CULVERT QCOMP 50305.85 ERRAC TASQ 200.00 TCQ .00 50305 145.0 52.0 59.7 0.5 1300 30.0 52.1 0.3 40.0 52.4 OUTLET TABER .85 200.00 120.0 135.0 25.0 52.0 103.0 32.0 25.0 31.00 52.1 35.0 35.0 40.0 52 .4 NITER DSWS 1 62.076 32.0 58.0 55.0 35.00 64.1 41.00 60.0 53.8 75.0 USWS DSSNO USSNO 65.598 3000.000 3010.000 c 02MAY02 13:31:34 PAGE SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 20.56 91.2 .0 81.9 9.2 .00 .00 .01 .01 .000000 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 24.52 91.2 .7 89.3 1.1 8.88 .01 .02 .01 .000000 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.5 3265.8 5412.7 8.93 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.54 37.04 27.94 : 8680.0 .0 2466.8 6213.2 8.99 .00 .66 1.32 .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 26 0 2.02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.02 .00 90.4 5655.0 135.6 .040 .040 .040 2 26 0 7.01 FEET .00 37.03 .03 8.0 3547.8 3518.1 .050 .080 .050 2 17 0 5.04 FEET ELLEA= 39.30 ELREA= .00 37.06 .02 .0 3737.5 4717.1 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83 .0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .00 .01 36.80 116.6 9.7 32.20 .000 24.40 8.73 .00 656.27 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.23 .00 757.77 790.00 02MAY02 13:31:34 PAGE SEGNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.06 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.06 37.06 28.88 .00 37.09 .02 8680.0 .0 2603.4 6076.6 .0 3359.4 4521.1 9.06 .00 .77 1.34 .000 .100 .050 .000120 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.1 19.6 35.80 .000 25.00 8.93 .00 886.07 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .97 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 '95 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA-37.10 6720.000 8680.0 9.07 .003110 11.47 .0 .00 160. 36.97 8680.0 3.82 160. 29.86 .0 .00 160. .00 .0 .000 4 37.20 2270.9 .100 18 .23 .0 .000 0 .05 237.8 .000 .00 .06 21.6 25.50 223.91 42.10 37.10 9.86 233.77 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .69 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 9.08 .011138 11.89 .0 .00 240. 37.89 8680.0 6.92 240. 32.71 .0 .00 240. .00 .0 .000 2 38.63 1254.1 . 100 11 .74 .0 .000 0 1.28 247.5 .000 .00 .16 22.6 26.00 129.18 41.50 37.20 5.82 135.00 02MAY02 PAGE 10 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 9.09 .006963 DEPTH QLOB VLOB XLOBL .000 SECTION 11.60 .1 .43 250. CWSEL QCH VCH XLCH CRIWS WSELK EG QROB ALOB ACH VROB XNL XNCH XLOBR ITRIAL IDC HV HL OLOSS AROB VOL TWA XNR WTN ELMIN ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.90 FEET 40.10 9059.9 6.70 250. 35.15 .00 40.80 .0 .2 1352.3 .00 .040 .080 250. 2 11 .70 2.16 .00 .0 255.0 23.4 .000 .000 28.50 0 .00 148.19 40.00 38.20 21.81 170.00 *SECNO .001 CHIMP CLSTA- 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.99 3470 ENCROACHMENT STATIONS' 16.5 125.5 TYPE: DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 9.34 40.94 31.93 39.52 89.7 .0 89.7 .0 .0 9.35 .00 .10 .00 .000 .000000 100. 90. 70. 2 TARGET=109.000 40.94 922.0 .025 26 .00 .0 .000 0 .07 257.3 .000 .00 .07 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA- 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS = .010 9.34 40.94 89.7 .0 89.7 9.35 .00 .10 .000000 1. 1. 16.5 125.5 TYPE= 1 TARGET= 31.95 39.03 40.94 .00 .0 .0 860.3 .0 .00 .000 .025 .000 1. 0 24 0 109.000 .00 .00 100000.00 257.4 23.6 100000.00 .000 31.60 16.50 -62.21 109.00 125.50 02MAY02 13:31:34 PAGE 11 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CR1WS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR= 133.50 .8K*CU-YD VEXT=. 8K*CU-YD 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD= 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- 1 TARGET- 109.000 UPSTREAM FACE OF EL CAMINO REAL BRIDGE 1.100 9.34 40.94 31.94 40.83 40.94 .00 .00 89.7 .0 89.7 .0 .0 896.5 .0 259.6 9.66 .00 .10 .00 .000 .025 .000 .000 .000000 110. 110. 110. 0 21 0 -62.21 .00 100000.00 23.9 100000.00 31.60 24.50 109.00 133.50 *SECNO 1.110 CHIMP CLSTA= ICAVATION DATA AEX= 190.0SQ-FT 79.00 CELCH= VEXR= 31.60 BW= .OK*CU-YD 87.00 STCHL=22.55 STCHR= .8K*CU-YD 133.50 3470 ENCROACHMENT STATIONS- 1.110 9.34 40.94 89.7 .0 89.7 9.66 .00 .09 .000000 1. 1. 24.5 133.5 TYPE= 1 TARGET- 31.92 41.16 40.94 .00 .0 .0 958.7 .0 .00 .000 .025 .000 1. 0 23 0 109.000 .00 .00 100000.00 259.6 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 *SECNO 2.000 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.000 9.24 40.94 84.2 .0 84.2 9.87 .00 .09 .000000 70. 70. 149.4 TYPE-TARGET=148.400 32.02 .0 .01 75. 41.39 .0 .000 2 40. 94 917.0 .025 23 .00 .7 .040 0 .00 261.1 .000 .00 .00 24 .1 31.70 118.15 42.00 40.00 30.26 148.41 *SECNO 2.500 3470 ENCROACHMENT STATIONS=149.0 TYPE=1 TARGET=^48.000 02MAY02 13:31:34 PAGE 12 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 2.500 84.2 10.10 000000 9.14 .0 .00 75. 40.94 84.2 .11 90. 32.17 .0 .01 105. 41.14 .0 .000 2 40.94 771.9 .025 26 .00 1.5 .040 0 .00 262 .8 .000 .00 .00 24.3 31.80 103.79 42.50 40.00 45.21 149.00 *SECNO 2.900 3470 ENCROACHMENT STATIONS" IMPROVED CHANNEL 2.900 9.04 40.94 84.2 .0 84.2 10.28 .00 .12 .000000 80. 80. 149.0 TYPE=TARGET=148.000 32.31 .0 .00 80. 40.86 .0 .000 2 40.94 676.2 .025 27 .00 .0 .000 0 .00 264 .2 .000 .00 .00 24.5 31.90 93.79 42.00 42.00 44.12 137.90 *SECNO 3.000 3470 ENCROACHMENT STATIONS" 3.000 8.94 40.94 84.2 .0 84.2 10.46 .00 .12 .000000 70. 75. 40.0 320.0 TYPE= 1 TARGET= 32.41 41.99 40.94 .00 .0 .0 713.8 .0 .00 .000 .025 .000 80. 2 27 0 280.000 .00 .00 42.00 265.4 24.7 43.00 .000 32.00 182.65 .00 105.49 288.13 CCHV= .100 CEHV= .300 *SECNO 5.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.57 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA-43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.85 40.94 32.55 41.02 40.94 84.2 .0 84.2 .0 .0 568.4 10.57 .00 .15 .00 .000 .035 .000001 83. 60. 45. 2 27 .00 .0 .000 0 .00 266.3 .000 .00 .00 24.8 32.09 81.92 43.58 43.77 160.14 242.06 *SECNO 5.110 02MAY02 13:31:34 PAGE 13 SEGNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3302 WARNING: CONVEYANCE CHANGE 5.110 4.75 40.94 16.4 .1 15.5 10.71 .06 .25 .000007 117. 118. *SECNO 310.000 310.000 4.70 40.94 16.4 .0 16.4 10.81 .00 .23 .000007 79. 80. *SECNO 400.000 400.000 4.45 40.94 16.4 2.7 13.7 10.91 .17 .29 .000009 101. 103. *SECNO 580.000 580.000 4.17 40.94 16.4 .0 16.4 11.08 .00 .33 .000017 204. 202. *SECNO 750.000 3302 WARNING: CONVEYANCE CHANGE 750.000 3.47 40.95 16.4 .0 16.4 11.24 .00 .43 .000038 240. 247. *SECNO 1000.000 1000.000 2.94 40.96 16.4 .0 16.4 11.34 .00 .54 IV .000065 197. 197. CRIWS WSELK EG HV HL QROB ALOE ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR I TRIAL IDC ICONT CORAR OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .07 37.01 43.58 40.94 .00 .00 .8 1.7 63.3 7.7 267.1 .10 .040 .035 .040 .000 118. 2 17 0 .00 37.16 45.13 40.94 .00 .00 .1 .0 71.7 1.0 267.3 .05 .000 .035 .040 .000 80. 2 22 0 .00 37.15 45.30 40.94 .00 .00 .0 16.1 47.2 .3 267.4 .04 .040 .035 .040 .000 105. 2 17 0 .00 37.46 46.38 40.95 .00 .00 .0 .0 50.2 .0 267.7 .00 .000 .035 .000 .000 203. 2 20 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .67 38.28 47.39 40.95 .00 .01 .0 .0 38.0 .0 267.9 .00 .000 .035 .000 .000 251. 2 21 0 .00 38.62 47.59 40.96 .00 .01 .0 .0 30.7 .0 268.1 .00 .000 .035 .000 .000 198. 2 25 0 .00 OLOSS TWA ELMIN TOPWID .00 25.0 36.19 26.32 .00 25.0 36.24 24.83 .00 25.1 36.49 21.75 .00 25.1 36.77 15.72 .00 25.2 37.48 15.00 .00 25.3 38.02 12.62 L-BANK R-BANK SSTA ENDST 39.82 38.62 9.43 35.75 41.63 40.20 7.35 32.18 36.99 40.46 7.34 29.09 41.45 41.04 10.72 26.44 41.46 41.77 14.90 29.90 42 .14 42.50 9.43 22.06 02MAY02 13 :31:34 PAGE 14 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPHI D L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 1230.000 1230.000 3.21 16.4 .0 11.45 .00 .000090 233. 40.97 16.4 .58 232. 38.88 .0 .00 231. 49.33 . 0 .000 2 40.98 28 .3 .035 22 .01 .0 .000 0 .02 268.2 .000 .00 .00 25.4 37.76 14.59 43.60 43.92 12.34 26.93 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 3470 ENCROACHMENT STATIONS- 1470.000 1.87 41.01 16.4 .0 16.4 11.50 .00 1.70 .002160 267. 263. .1 250.1 TYPE- 1 TARGET- 40.32 49.70 41.06 .04 .0 .0 9.7 .0 .00 .000 .035 .000 258. 2 22 0 250.000 .07 .01 268.4 25.4 .000 39.14 .00 11.35 43.35 44.40 12.77 24.12 3ECNO 1810.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.01 42.91 16.4 .0 16.4 11.52 .00 4.08 .024000 358. 354. 42.91 .0 .00 345. 51.26 .0 .000 0 43 . 17 4.0 .035 11 .26 .0 .000 0 1.81 268.4 .000 .00 .06 25.5 41.90 7.96 46.10 46.89 86.78 94.75 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.62 2100. 000 16.4 11.55 .009166 .93 .0 .00 276. 46.96 16.4 2.80 278. 46.78 .0 .00 284. 53.55 .0 .000 4 47.08 5.9 .035 19 .12 .0 .000 0 3.90 268.4 . 000 .00 .01 25.6 46.03 9.96 51.30 47.19 10.15 20.12 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 2.27 2420.000 16.4 11.61 .001772 2 .23 .0 .00 320. 48.14 16.4 1.58 318. 47.25 .0 .00 320. 56.37 .0 .000 4 48.18 10.4 .035 14 .04 .0 .000 0 1.09 268.5 .000 .00 .01 25.7 45.91 11.41 52.46 51.72 12.50 23.91 02MAY02 13 :31:34 PAGE 15 SEGNO DEPTH Q QLOB TIME V VLOB SLOPE XLOBL *SECNO 2700.000 2700.000 1.53 16.4 .0 11.65 .00 .002055 278. *SECNO 2980.000 CWSEL CRIWS WSELK EG HV HL OLOSS QCH QROB ALOB ACH AROB VOL TWA VCH VROB XNL XNCH XNR WTN ELMIN XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 48.66 48.12 57.52 48.71 .05 .53 .00 16.4 .0 .0 9.4 .1 268.6 25.7 1.74 .02 .000 .035 .040 .000 47.13 279. 277. 3 18 0 .00 10.73 L-BANK R-BANK SSTA ENDST 48.79 48.31 12.84 23.57 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .96 16.4 .0 11.68 .00 .010874 298. *SECNO 2990.000 7185 MINIMUM SPECIFIC 49.81 49.69 58.29 49.93 .12 1.20 .02 16.4 .0 .0 6.0 .0 268.6 25.8 2.74 .04 .000 .035 .040 .000 48.85 300. 302. 3 11 0 .00 12.28 ENERGY 50.04 49.70 48.03 60.31 ?20 CRITICAL DEPTH ASSUMED 2990.000 .52 16.4 .7 11.69 2.10 .021210 145. CCHV= .300 CEHV= *SECNO 3000.000 3000.000 .93 12.9 .0 11.69 .00 .011750 30. CCHV= .100 CEHV= *SECNO 3010.000 52.52 52.52 59.06 52.75 .23 1.99 .03 14.6 1.1 .3 3.6 .5 268.6 25.8 4.00 2.16 .040 .035 .040 .000 52.00 135. 120. 0 11 0 .00 10.30 .500 53.03 52.76 62.08 53.18 .15 .41 .02 12. 9 .0 .0 4.1 .0 268.6 25.8 3.12 .00 .000 .040 .000 .000 52.10 25. 32. 3 11 0 .00 4.93 .300 52.00 52.00 23.70 34.00 64.10 64.10 30.54 35.46 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.16 1292.0 36.1 11.69 4.49 *v .015596 40. 55.56 55.56 65.60 56.82 1.26 .55 .33 1241.6 14.3 8.0 135.8 3.6 268.7 25.9 9.14 4.02 .040 .040 .040 .000 52.40 35. 35. 0 23 0 .00 61.26 53.60 53.80 17.79 79.05 02MAY02 13:31:34 PAGE 16 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO . USSNO 25152.93 .00 .00 25152.93 .00 200.00 2 53.028 55.558 3000.000 3010.000 02MAY02 13:31:34 PAGE 17 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 20.56 91.2 .0 81.9 9.2 .00 .00 .01 .01 .000000 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED J302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 24.52 91.2 .7 89.3 1.1 8.88 .01 .02 .01 .000000 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.5 3265.8 5412.7 8.93 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.54 37.04 27.94 •*, 8680.0 .0 2466.8 6213.2 8.99 .00 .66 1.32 .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 26 0 2.02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.02 .00 90.4 5655.0 135.6 .040 .040 .040 2 26 0 7.01 FEET .00 37.03 .03 8.0 3547.8 3518.1 .050 .080 .050 2 17 0 5 . 04 FEET ELLEA= 39.30 ELREA= .00 37.06 .02 .0 3737.5 4717.1 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23.00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83 .0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .00 .01 36.80 116.6 9.7 32.20 .000 24.40 8.73 .00 656.27 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.23 .00 757.77 790.00 02MAY02 13:31:34 PAGE 18 SEGNO DEPTH CWSEL CEIWS WSELK EG HV Q QLOB QCH QROB ALOE ACH AROB TIME VLOB VCH VROB XML XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.06 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA= 41.20 ELREA= 6560.000 12.06 37.06 28.88 .00 37.09 .02 8680.0 .0 2603.4 6076.6 .0 3359.4 4521.1 9.06 .00 .77 1.34 .000 .100 .050 .000120 300. 300. 300. 2 17 0 HL OLOSS L-BANK VOL TWA R-BANK WTN ELMIN SSTA CORAR TOPWID ENDST 35.80 .03 .00 41.20 219.1 19.6 35.80 .000 25.00 8.93 .00 886.07 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .97 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 195 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 9.07 .003110 11.47 .0 .00 160. 36.97 8680.0 3.82 160. 29.86 .0 .00 160. .00 .0 .000 4 37.20 2270.9 .100 18 .23 .0 .000 0 .05 237.8 .000 .00 .06 21.6 25.50 223.91 42.10 37.10 9.86 233.77 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .69 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 9.08 .011138 11.89 .0 .00 240. 37.89 8680.0 6.92 240. 32.71 .0 .00 240. .00 .0 .000 2 38.63 1254. 1 .100 11 .74 ,0 .000 0 1.28 247.5 .000 .00 .16 22.6 26.00 129.18 41.50 37.20 5.82 135.00 c 02MAY02 13:31:34 PAGE 19 SEGNO Q TIME SLOPE *SECNO 7210 3280 CROSS 7210.000 9060.0 9.09 .006963 DEPTH QLOB VLOB XLOBL .000 SECTION 11 .60 .1 .43 250. CWSEL QCH VCH XLCH CRIWS WSELK EG HV QROB ALOB ACH AROB VROB XNL XNCH XNR XLOBR ITRIAL IDC ICONT HL OLOSS VOL TWA WTN ELMIN CORAR TOPWID L-BANK R-BANK SSTA ENDST 7210.00 EXTENDED 1.90 FEET 40.10 9059.9 6.70 250. 35.15 .00 40.80 .70 .0 .2 1352.3 .0 .00 .040 .080 .000 250. 2 11 0 2.16 .00 255.0 23.4 .000 28.50 .00 148.19 40.00 38.20 21.81 170.00 *SECNO .001 CHIMP CLSTA- 74.50 CELCH= 31.60 BW= EXCAVATION DATA AEX= 188.2SQ-FT VEXR- ,OK*CU-YD 82.00 STCHL=11.00 STCHR= .OK*CU-YD 127.97 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.99 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE= DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE .001 9.34 40.94 31.93 40.94 89.7 .0 89.7 .0 .0 9.35 .00 .10 .00 .000 .000000 100. 90. 70. 2 109.000 40.94 922.0 .025 26 .00 .0 .000 0 .07 257.3 .000 .00 .07 100000.00 23.6 100000.00 31.60 16.50 109.00 125.50 *SECNO .010 CHIMP CLSTA= 74.50 CELCH= EXCAVATION DATA AEX= 188.2SQ-FT VEXR= 31.60 BW=82.00 STCHL= .OK*CU-YD VEXT= 11.00 STCHR= .OK*CU-YD 127.97 3370 NORMAL BRIDGE, NRD= 17 MIN ELTRD- 45.80 MAX ELLC= 43.30 3470 ENCROACHMENT STATIONS- .010 9.34 40.94 89.7 .0 89.7 9.35 .00 .10 .000000 1. 1. 16.5 125.5 TYPE= 1 TARGET- 31.95 40.94 40.94 .00 .0 .0 860.3 .0 .00 .000 .025 .000 1. 0 24 0 109.000 .00 .00 100000.00 257.4 23.6 100000.00 .000 31.60 16.50 -62.21 109.00 125.50 02MAY02 13:31:34 PAGE 20 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *SECNO 1.100 CHIMP CLSTA= 79.00 CELCH= EXCAVATION DATA AEX= 190.0SQ-FT VEXR= 31.60 BW=87.00 STCHL=22.55 STCHR= 133.50 .8K*CU-YD VEXT=.8K*CU-YD 3370 NORMAL BRIDGE, NRD= 18 MIN ELTRD=45.80 MAX ELLC=43.30 3470 ENCROACHMENT STATIONS= 24.5 133.5 TYPE= UPSTREAM FACE OF EL CAMINO REAL BRIDGE TARGET= 1.100 89.7 9.66 .000000 9.34 .0 .00 110. 40.94 89.7 .10 110. 31.94 .0 .00 110. 40.94 .0 .000 0 40.94 896.5 .025 21 .00 .0 .000 0 .00 259.6 .000 -62.21 23 31. 109. 00 .9 60 00 100000 100000 24 133 .00 .00 .50 .50 *SECNO 1.110 CHIMP CLSTA= CCAVATION DATA •-AEX- 190.0SQ-FT 79.00 CELCH=31.60 BH= .OK*CU-YD 87.00 STCHL= VEXT= 22.55 STCHR= .8K*CU-YD 3470 ENCROACHMENT STATIONS= 1.110 9.34 40.94 89.7 .0 89.7 9.66 .00 .09 .000000 1. 1. 24.5 133.5 TYPE= 1 TARGET= 31.92 40.94 40.94 .00 .0 .0 958.7 .0 .00 .000 .025 .000 1. 0 23 0 109.000 .00 .00 100000.00 259.6 23.9 100000.00 .000 31.60 24.50 .00 109.00 133.50 •SECNO 2.000 3470 ENCROACHMENT STATIONS= IMPROVED CHANNEL 2.000 9.24 40.94 84.2 .0 84.2 9.87 .00 .09 .000000 70. 70. 149.4 TYPE=1 TARGET=148.400 32.02 .0 .01 75. 40.94 .0 .000 2 40.94 917.0 .025 23 .00 .7 .040 0 .00 261.1 .000 .00 .00 24.1 31.70 118.15 42 .00 40.00 30.26 148 .41 *SECNO 2.500 3470 ENCROACHMENT STATIONS-1.0 149.0 TYPE=TARGET-148.000 02MAY02 13:31:34 PAGE 21 SEGNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XML I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 2.500 84 .2 10.10 000000 9.14 .0 .00 75. 40.94 84.2 . 11 90. 32.17 . 0 .01 105. 40.94 .0 .000 2 40.94 771.9 .025 26 .00 1.5 .040 0 .00 252. 8 .000 .00 .00 24.3 31.80 103 .79 42.50 40.00 45.21 149.00 *SECNO 2.900 3470 ENCROACHMENT STATIONS^ IMPROVED CHANNEL 2.900 9.04 40.94 84 .2 .0 84.2 10.28 .00 .12 .000000 80. 80. 1.0 149.0 TYPE=TARGET=148.000 32.31 .0 .00 80. 40.94 .0 .000 2 40.94 676.2 .025 27 .00 .0 .000 0 .00 264.2 .000 .00 .00 24.5 31.90 93.79 42.00 42.00 44.12 137.90 *SECNO 3.000 3470 ENCROACHMENT STATIONS^ 3.000 8.94 40.94 84.2 .0 84.2 10.46 .00 .12 .000000 70. 75. 40.0 320.0 TYPE= 1 TARGET^ 32.41 40.94 40.94 .00 .0 .0 713.8 .0 .00 .000 .025 .000 80. 2 27 0 280.000 .00 .00 42.00 265.4 24.7 43.00 .000 32.00 182.65 .00 105.49 288.13 CCHV= .100 CEHV- .300 *SECNO 5.100 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .57 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=43.58 ELREA=43.77 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 8.85 40.94 32.55 40.94 40.94 84.2 .0 84.2 .0 .0 568.4 10.57 .00 .15 .00 .000 .035 .000001 83. 60. 45. 2 27 .00 .0 .000 0 .00 266.3 .000 .00 .00 24.8 32.09 81.92 43.58 43.77 160.14 242.06 *SECNO 5.110 02MAY02 PAGE 22 SEGNO DEPTH CWSEL Q QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH 3302 WARNING: CONVEYANCE CHANGE 5.110 4.75 40.94 16.4 .1 15.5 10.71 .06 .25 .000007 117. 118. *SECNO 310.000 310.000 4.70 40.94 16.4 .0 16.4 10.81 .00 .23 .000007 79. 80. *SECNO 400. 000 400.000 4.45 40.94 16.4 2.7 13 .7 10.91 .17 .29 .000009 101. 103. *SECNO 580.000 580.000 4.17 40.94 16.4 .0 16.4 11.08 .00 .33 .000017 204. 202. *SECNO 750.000 3302 WARNING: CONVEYANCE CHANGE 750.000 3.47 40.95 16.4 .0 16.4 11.24 .00 .43 .000038 240. 247. *SECNO 1000.000 1000.000 2.94 40.96 16.4 .0 16.4 11.34 .00 .54 "-- .000065 197. 197. CRIWS WSELK EG HV HL QROB ALOE ACH AROB VOL VROB XNL XLOBR ITRIAL OUTSIDE OF ACCEPTABLE 37.01 40.94 .8 1.7 .10 .040 118. 2 37.16 40.94 .1 .0 .05 .000 80. 2 37.15 40.94 .0 16.1 .04 .040 105. 2 37.46 40.94 .0 .0 .00 .000 203. 2 OUTSIDE OF ACCEPTABLE 38.28 40.95 .0 .0 .00 .000 251. 2 38.62 40.96 .0 .0 .00 .000 198. 2 XNCH XNR WTN IDC ICONT CORAR RANGE, KRATIO = .07 40.94 .00 .00 63 .3 7.7 267. 1 .035 .040 .000 17 0 .00 40.94 .00 .00 71.7 1.0 267.3 .035 .040 .000 22 0 .00 40.94 .00 .00 47.2 .3 267.4 .035 .040 .000 17 0 .00 40.95 .00 .00 50.2 .0 267.7 .035 .000 .000 20 0 .00 RANGE, KRATIO = .67 40.95 .00 .01 38.0 .0 267.9 .035 .000 .000 21 0 .00 40.96 .00 .01 30.7 .0 268 .1 .035 .000 .000 25 0 .00 OLOSS TWA ELMIN TOPWID .00 25.0 36.19 26.32 .00 25.0 36.24 24.83 .00 25.1 36.49 21.75 .00 25.1 36.77 15.72 .00 25.2 37.48 15.00 .00 25.3 38.02 12.62 L-BANK R-BANK SSTA ENDST 39. 38. 9. 35. 41. 40. 7. 32. 36. 40. 7. 29. 41. 41. 10. 26. 41. 41. 14. 29. 42. 42. 9. 22. 82 62 43 75 63 20 35 18 99 46 34 09 45 04 72 44 46 77 90 90 14 50 43 06 02MAY02 13:31:34 PAGE 23 ^ SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 1230.000 1230.000 3.21 40.97 38.88 40.97 40.98 .01 .02 .00 16.4 .0 16.4 .0 .0 28.3 .0 268.2 25.4 11.45 .00 .58 .00 .000 .035 .000 .000 37.76 .000090 233. 232. 231. 2 22 0 .00 14.59 *SECNO 1470.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .20 3470 ENCROACHMENT STATIONS= .1 250.1 TYPE= 1 TARGET= 250.000 1470.000 1.87 41.01 40.32 41.01 41.06 .04 .07 .01 16.4 .0 16.4 .0 .0 9.7 .0 268.4 25.4 11.50 .00 1.70 .00 .000 .035 .000 .000 39.14 .002160 267. 263. 258. 2 22 0 .00 11.35 5ECNO 1810.000 «"«*7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 1810.000 1.01 42.91 42.91 42.91 43.17 .26 1.81 .06 16.4 .0 16.4 .0 .0 4.0 .0 268.4 25.5 11.52 .00 4.08 .00 .000 .035 .000 .000 41.90 .024000 358. 354. '345. 0 11 0 .00 7.96 *SECNO 2100.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.62 2100.000 .93 46.96 46.78 46.96 47.08 .12 3.90 .01 16.4 .0 16.4 .0 .0 5.9 .0 268.4 25.6 11.55 .00 2.80 .00 .000 .035 .000 .000 46.03 .009166 276. 278. 284. 4 19 0 .00 9.96 *SECNO 2420.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.27 2420.000 2.23 48.14 47.25 48.14 48.18 .04 1.09 .01 16.4 .0 16.4 .0 .0 10.4 .0 268.5 25.7 11.61 .00 1.58 .00 .000 .035 .000 .000 45.91 .001772 320. 318. 320. 4 14 0 .00 11.41 L-BANK ELEV R-BANK ELEV SSTA ENDST 43 .60 43.92 12.34 26.93 43.35 44.40 12.77 24.12 46.10 46.89 86.78 94.75 51.30 47.19 10.15 20.12 / 52.46 51.72 12.50 23.91 02MAY02 13:31:34 PAGE 24 v^^ SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR *SECNO 2700.000 2700.000 1.53 48.66 48.12 48.66 48.71 .05 .53 16.4 .0 16.4 .0 .0 9.4 .1 268.6 11.65 .00 1.74 .02 .000 .035 .040 .000 .002055 278. 279. 277. 3 18 0 .00 *SECNO 2980.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 2980.000 .96 49.81 49.69 49.81 49.93 .12 1.20 16.4 .0 16.4 .0 .0 6.0 .0 268.6 11.68 .00 2.74 .04 .000 .035 .040 .000 .010874 298. 300. 302. 3 11 0 .00 *SECNO 2990.000 7185 MINIMUM SPECIFIC ENERGY 720 CRITICAL DEPTH ASSUMED '*«>— 2990.000 .52 52.52 52.52 52.52 52.75 .23 1.99 16.4 .7 14.6 1.1 .3 3.6 .5 268.6 11.69 2.10 4.00 2.16 .040 .035 .040 .000 .021210 145. 135. 120. 0 11 0 .00 CCHV= .300 CEHV= .500 *SECNO 3000. 000 3000.000 .93 53.03 52.76 53.03 53.18 .15 .41 12.9 .0 12.9 .0 .0 4.1 .0 268.6 11.69 .00 3.12 .00 .000 .040 .000 .000 .011750 30. 25. 32. 3 11 0 .00 CCHV= .100 CEHV= .300 •SECNO 3010.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3010.000 3.16 55.56 55.56 55.56 56.82 1.26 .55 1292.0 36.1 1241.6 14.3 8.0 135.8 3.6 268.7 11.69 4.49 9.14 4.02 .040 .040 .040 .000 j»W»v .015596 40. 35. 35. 0 23 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .00 48.79 25.7 48.31 47.13 12.84 10.73 23.57 .02 50.04 25.8 49.70 48.85 48.03 12.28 60.31 .03 52.00 25.8 52.00 52.00 23.70 10.30 34.00 .02 64.10 25.8 64.10 52.10 30.54 4.93 35.46 .33 53.60 25.9 53.80 52.40 17.79 61.26 79.05 02MAY02 13:31:34 PAGE 25 TC RATING CURVE LOCATED DOWNSTREAM OF CULVERT OUTLET ASQ QCOMP ERRAC TASQ TCQ TABER NITER DSWS USWS DSSNO USSNO 12576.46 .00 .00 12576.46 .00 200.00 3 53.028 55.558 3000.000 3010.000 02MAY02 13:31:34 PAGE 26 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST *PROF 1 CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCHV= .100 CEHV= *SECNO 78.900 3280 CROSS SECTION .300 78.90 EXTENDED 7.02 FEET 78.900 18.02 37.02 22.58 2826.8 .0 2540.5 286.3 .00 .00 .34 .28 .000002 0. 0. 0. *SECNO 84.300 3280 CROSS SECTION 84.30 EXTENDED "i*»*««5302 WARNING: CONVEYANCE CHANGE OUTSIDE 84.300 13.02 37.02 26.13 2826.8 22.1 2770.4 34.2 .29 .24 .49 .25 .000007 500. 500. 500. *SECNO 6000.000 3280 CROSS SECTION 6000.00 EXTENDED 6000.000 12.61 37.01 28.67 8680.0 1.5 3265.9 5412.5 .33 .19 .92 1.54 .000105 240. 220. 240. *SECNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, 6260.000 12.54 37.04 27.94 .«•«*, 8680.0 .0 2466.7 6213.3 IL^ -40 -00 .66 1.32 .000078 260. 260. 260. 37.02 37.02 .00 .0 7545.0 1031.8 .000 .040 .040 0 19 0 2 . 02 FEET OF ACCEPTABLE RANGE, KRATIO = .00 37.02 .00 90.4 5655.4 135.6 .040 .040 .040 2200 7.01 FEET .00 37.04 .03 8.1 3549.9 3520.1 .050 .080 .050 2 17 0 5 . 04 FEET ELLEA= 39.30 ELREA= .00 37.06 .02 .0 3739.6 4719.9 .000 .100 .050 2 14 0 .00 .00 30.00 .0 .0 23. 00 .000 19.00 .00 .00 590.00 590.00 .57 .00 .00 30.00 83.0 6.5 30.00 .000 24.00 .00 .00 550.00 550.00 .01 .01 36.80 116.6 9.7 32.20 .000 24.40 8.71 .00 656.29 665.00 34.10 .02 .00 39.30 162.9 13.9 34.10 .000 24.50 32.22 .00 757.78 790.00 02MAY02 13:31:34 PAGE 27 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 6560.000 3280 CROSS SECTION 6560.00 EXTENDED 3.07 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=41.20 ELREA=35.80 6560.000 8680.0 .47 .000120 12 .07 .0 .00 300. 37.07 2602.8 .77 300. 28 .88 6077.2 1.34 300. .00 .0 .000 2 37.09 3361.5 .100 17 .02 4524.7 .050 0 .03 219.2 .000 .00 .00 19.6 25.00 886.09 41.20 35.80 8.91 895.00 *SECNO 6720.000 3280 CROSS SECTION 6720.00 EXTENDED .98 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .20 195 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA=42.10 ELREA=37.10 6720.000 8680.0 .48 .003104 11.48 .0 .00 160. 36.98 8680.0 3.82 160. 29.86 .0 .00 160. . 00 .0 .000 4 37.21 2272.3 .100 18 .23 .0 .000 0 .05 237.9 .000 .00 .06 21.6 25.50 223 .94 42.10 37.10 9.84 233.78 *SECNO 6960.000 3280 CROSS SECTION 6960.00 EXTENDED .70 FEET 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO =.53 6960.000 8680.0 .49 .011123 11.90 .0 .00 240. 37.90 8680.0 6.92 240. 32.71 .0 .00 240. .00 .0 .000 2 38.64 1254.7 .100 11 .74 .0 .000 0 1.28 247.6 .000 .00 .15 22.6 26.00 129.19 41.50 37.20 5.81 135.00