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3338; Agua Hedionda & Calavera Creek Dredging; Robertson's Ranch Hydrologic & Hydraulic Analyses; 2006-02-20
HYDROLOGIC AND HYDRAULIC ANALYSES FOR ROBERTSON'S RANCH February 20,2006 O Wayne W. Chang, MS, PE Chang Civil Engineering ° Hydrology ° Hydraulics • Sedimentation P.O. Box 9496 Rancho Santa Fe, CA 92067 (858) 692-0760 -TABLE OF CONTENTS - O Introduction 1 Detention Basin BJB Ponding 2 Calavera Creek Floodplain 3 Park Site Ponding 5 Conclusion 6 APPENDIX A. 100-Year HEC-1 Analyses and Work Map B. 100-Year HEC-RAS Analyses C. 100-Year WSPGW Analysis and HEC-1 Assuming 8'x8' RGB Open O MAP POCKET 100-Year Floodplain and Ponding Exhibit INTRODUCTION Robertson's Ranch is a proposed project by Calavera Hills II, LLC located in the city of Carlsbad (see Vicinity Map). The easterly portion of Robertson's Ranch is named the East Village. The East Village is immediately north of the Rancho Carlsbad Mobile Home Park (RCMHP) and west of College Boulevard. Cannon Road follows an east-west alignment near the southerly boundary of the East Village. The area north of Cannon Road will be developed with single- and multi-family residential units. The area south of Cannon Road (Planning Area 22) will contain an approximately 4.4 acre pad developed with residential units. Finally, a park site and 5:1 slope grading (for a wildlife corridor) will be constructed within a portion of Robertson's Ranch West Village, which is just west of the East Village, north of Cannon Road, and east of El Camino Real. o CITY OF OCEANSIDE HIGHWAY SITE '• CITY OF VISTA IT" CITY OF SAN MARCOS CITY OF ENCINITAS Figure 1. Vicinity Map o The following paragraphs outline the pre- and post-development storm runoff patterns associated with Robertson's Ranch. Under both conditions, the upper Calavera Creek watershed is tributary to Detention Basin BJB, which is immediately east of the East Village. However, the pre- and post-developed conditions have different methods of conveying flow downstream of Detention Basin BJB. Under pre-developed conditions, storm runoff from the East Village footprint and tributary areas flows in a southerly direction towards the lower reach of Calavera Creek, which is located along the boundary of the East Village and RCMHP. A free-standing masonry wall exists along this boundary. A weir has been constructed within the easterly portion of the wall to regulate Calavera Creek flow along the north and south sides of the wall. In general, creek flow south of the wall is conveyed westerly to a confluence with Agua Hedionda Creek within RCMHP, and then continues westerly to Agua Hedionda Lagoon. Creek flow north of the wall is conveyed westerly, passes through culverts under Cannon Road and El Camino Real, and then enters Agua Hedionda Lagoon. The base of the wall contains several semi-circular openings along much of its length, which allows some flow migration between either side of the wall. Under developed conditions, the East Village will construct the 84-inch reinforced concrete pipe (RCP) in Cannon Road as well as the Planning Area 22 grading. The 84-inch RCP is intended to convey the majority of the East Village runoff as well as flow directed north of the masonry wall by the weir. The 84-inch RCP will outlet on the north site of Cannon Readjust east of El Camino Real. Flow outletting the pipe will not re-enter Calavera Creek. This report contains hydrologic and hydraulic analyses of three areas associated with Robertson's Ranch. First, the 100-year ponding within Detention Basin BJB is analyzed. A recent hydrologic analysis prepared for the city of Carlsbad determined ponding based on upstream improvements that are planned, but not yet constructed. This report revises the analysis to determine the ponding elevation based on current, rather than future, improvements. Next, Calavera Creek below Detention Basin BJB is analyzed to determine the benefits from Robertson's Ranch. Since the proposed 84-inch RCP will reduce flow entering Calavera Creek, the East Village will lower water surface elevations and reduce potential flood inundation in the RCMHP. Finally, the impact of the West Village's park site and 5:1 slope grading in the area north of the El Camino Real and Cannon Road intersection is assessed. The park site and slope grading will place fill in this area, which will reduce its storage capacity. DETENTION BASIN BJB PONDING Rick Engineering Company's (REC) December 13, 2004 report, Rancho Carlsbad Mobile Home Park, Alternative Analysis for Aqua Hedionda Channel Maintenance, contains their latest hydrologic and hydraulic analyses of Agua Hedionda and Calavera Creek. The analyses are based on full implementation of all the improvements associated with the city of Carlsbad's ultimate regional flood control solution for RCMHP, i.e., four detention basins (BJ, BJB, Faraday, Melrose), the aforementioned weir, increased storage capacity in Lake Calavera (with associated modifications to Basin BJB), and channel improvements within Agua Hedionda Creek. As of the date of this Robertson's Ranch report, Detention Basin BJB (without o modifications), the Faraday Basin, the Melrose Basin and the weir are components of the regional solution that either have been or are nearing completion. The Lake Calavera improvements and Detention Basin BJB modifications have not yet been constructed. In order to more accurately determine the existing ponding in Detention Basin BJB, these two improvements were revised in REC's HEC-1 hydrologic analysis to reflect existing conditions. The existing conditions within Lake Calavera and Detention Basin BJB were obtained from previous studies by REC. The revised HEC-1 analysis is included in Appendix A and shows that the 100-year ponded water surface elevation in Detention Basin BJB will be 77.1 feet. The ponding limits have been delineated on the exhibit in the map pocket. The ponding elevation is slightly higher (less than one foot) than the adjacent ground at the southerly end of the basin. As a result, shallow sheet flow can occur over this area during a 100-year event. In comparison, the ponded water surface elevation based on REC's ultimate condition analysis is 75.2 feet. Once the ultimate improvements are implemented by the city, Detention Basin BJB will provide at least one foot of freeboard over the 100-year ponding limits. CALAVERA CREEK FLOODPLAIN In order to assess the East Village's impact on Calavera Creek, hydrologic analyses were performed to determine pre- and post-development 100-year flow rates. The analyses were based on the latest HEC-1 analysis in REC's December 2004 report. To model pre-East Village conditions, REC's HEC-1 analysis was modified to reflect completion of only the aforementioned four regional solution components that have been or are nearing completion. This modified HEC-1 analysis and work map is included in Appendix A (see the first HEC-1 analysis in Appendix A), and indicates that the combined 100-year flow rate in Calavera Creek near Agua Hedionda Creek is approximately 1,552 cubic feet per second (571 cfs north of the wall and 981 cfs south of the wall). The 84-inch RCP constructed by the East Village is intended to accomplish essentially the same 100-year flow split as the weir wall under ultimate conditions, i.e., approximately 500 cfs. However, there will be some differences during lower flows. The REC report indicates that 300 cfs will flow south of the wall before the weir begins to split flow north of the wall. On the other hand, the 84-inch RCP will begin to split flow when it reaches approximately 75 cfs. This will provide an overall benefit to RCMHP because more of the lower flows will be directed to the 84- inch RCP rather than Calavera Creek. A HEC-1 analysis based on this post-development condition is included in Appendix A (see the second HEC-1 analysis in Appendix A), and indicates that the 100-year flow rate in Calavera Creek near Agua Hedionda Creek is approximately 905 cfs. Next, pre- and post-development hydraulic analyses using the revised flow rates were performed to determine the 100-year water surface elevations in Calavera Creek prior to and after construction of the 84-inch RCP and Planning Area 22. The analyses were based on existing Agua Hedionda and Calavera Creek cross-sectional channel geometries from REC's December 2004 report. Future channel improvements proposed by the regional solution were not modeled since these will be constructed at a later date. REC's report contains an existing condition HEC- RAS analysis based on field surveys of Calavera Creek in December 2001, field surveys of Agua Hedionda Creek in May 2002, and updated field surveys downstream of Cannon Road in June o 2004. The analyses herein use the same basic information (roughness coefficients, cross-section locations/numbering, reach lengths, etc.) as the REC model, and REC's Agua Hedionda Creek cross-sections were not altered. On the other hand, the Calavera Creek cross-sections were modified as discussed next. REC's analysis of Calavera Creek assumed that the mobile home park wall prevents Calavera Creek flow from passing north of the wall. However, pursuant to discussions with the city of Carlsbad, the analyses in this report assume no wall along Calavera Creek because the existing wall has openings and is not FEMA-certified. The area north of the wall was modeled using May 12, 2005 topographic mapping provided by O'Day Consultants. This report's analyses also assume that the Calavera Creek flow is encroached by the homes along the south creek bank since these homes define the southerly effective flow area. A baseline HEC-RAS hydraulic analysis was performed first. This analysis uses the HEC-1 100- year flow rates with the weir and is representative of the pre-Robertson's Ranch condition. Under this baseline, the total Calavera Creek 100-year flow rate below the weir (1,552 cfs) is distributed both north and south of the wall, i.e., there is no differential water surface north and south of the wall in Calavera Creek. The HEC-RAS flow rates assume that flow will be conveyed by the Cannon Road culverts as modeled in the HEC-1 analysis. The HEC-RAS results are included in Appendix B and summarized in Table 1. Appendix B contains tabular output for both Agua Hedionda and Calavera Creeks and cross-section plots for Calavera Creek. The HEC- RAS cross-sections are shown on the exhibit in the map pocket. Next, a HEC-RAS analysis was performed based on O'Day Consultants' Planning Area 22 grading and the reduced Calavera Creek 100-year flow rate (905 cfs) resulting from construction of the 84-inch RCP. This analysis assumes that the flow will not be conveyed to the Cannon Road culverts, and represents the post-development condition. The HEC-RAS results are included in Appendix B and summarized in Table 1. A comparison of the HEC-RAS results indicates that the East Village will reduce water surface elevations throughout much of Calavera Creek. Therefore, flood inundation in RCMHP will also be reduced. It should be noted that the water surface elevations in the lower reach of Calavera Creek are affected by backwater near the confluence with Agua Hedionda Creek. The HEC-RAS analyses indicate that the 100-year flow will overtop El Camino Real under the current channel geometry. As a result, the floodplain extends over a portion of El Camino Real and Cannon Road. The pre- and post-Robertson's Ranch floodplains are delineated on the exhibit in the map pocket. This exhibit includes a portion of the floodplain exhibit from REC's December 2004 report. REC's exhibit delineates several floodplains based on various scenarios they modeled. The solid green line from REC's exhibit corresponds to the analyses in this report. Consequently, the floodplains developed in this report tie-into the green line on the exhibit. HEC-RAS Cross-section 50.11 310 400 580 750 1000 1230 1470 1810 2100 2420 2700 2980 3170 Elevation without East Village, ft. 49.6 49.6 49.6 49.6 49.6 49.6 49.6 49.6 50.8 53.3 56.2 57.2 58.0 59.8 Elevation with East Village, 84"RCP & PA-22 Grading, ft. 49.5 49.5 49.5 49.5 49.6 49.6 49.6 49.6 50.0 51.5 54.5 55.3 56.1 57.3 Difference, ft. -0.1 -0.1 -0.1 -0.1 0 0 0 0 -0.8 -1.8 -1.7 -1.9 -1.9 -2.5 Table 1. Comparison of 100-Year Water Surface Elevations o PARK SITE PONDING REC's HEC-1 analysis did not model the storage that can occur in the area north of the intersection of Cannon Road and El Camino Real. This area currently supports a nursery. The West Village development proposes to fill a portion of the area to create a park site and a 5:1 slope area for a wildlife corridor. In order to assess the park's impact on 100-year ponding in this area, the area's storage-outflow characteristics were added to the HEC-1 analyses. The existing storage volume was included in the HEC-1 analysis modeling the weir wall (see first HEC-1 analysis in Appendix A), while the reduced storage volume resulting from the park site and 5:1 slope area was included in the HEC-1 analysis modeling the 84-inch RCP (see the second HEC-1 analysis in Appendix A). Furthermore, a third analysis (see the third HEC-1 analysis in Appendix A) was performed assuming completion of the East Village development (84-inch RCP and Planning Area 22), but no grading for the park site or 5:1 slope area. The existing storage volume was determined from May 12, 2005, 2-foot contour interval topographic mapping provided by O'Day Consultants, while the proposed storage volume was determined from the topographic mapping and O'Day Consultants' park and 5:1 slope grading plans. Flow leaves the area through a culvert under El Camino Real. REC's report indicates that the culvert is an 8-foot by 8-foot reinforced concrete box (RCB). However, a February 16, 2006 field measurement revealed that sediment had deposited in the culvert reducing the height of the opening to 5 feet. The RCB was modeled in the three analyses based on the reduced height. The HEC-1 results indicate that Robertson's Ranch with the East and West Village development will cause a 0.1 foot increase in the ponded 100-year water surface elevation (41.3 feet pre- development versus 41.4 feet post-development). Both ponding limits are included on the exhibit in the map pocket. The ponding extends slightly into El Camino Real; however, this area experiences greater inundation from the Agua Hedionda Creek floodplain. The results also indicate that Robertson's Ranch with only the East, and not West, Village developed will reduce the ponding to an elevation of 41.1 feet. A WSPGW analysis was performed to determine the 100-year flow velocity in the silted El Camino Real culvert (see Appendix C). The analysis indicates that the velocity can be over 13 feet per second. At this rate, it is possible that accumulated silt will wash out of the RGB. An additional HEC-1 analysis was performed to determine the ponded water surface elevation assuming that Robertson's Ranch was developed and the RGB contained no silt. The analysis is included in Appendix C and indicates that the ponding elevation drops to 35.6 feet, which is several feet lower than the low point in El Camino Real (41.7 feet). CONCLUSION Hydrologic and hydraulic analyses have been performed to determine the ponding in Detention Basin BJB, the 100-year water surface elevations in Calavera Creek, and the ponding in the area north of the El Camino Real and Cannon Road intersection. The analyses assumed completion of only those city of Carlsbad regional solution components that have been, or are currently being, constructed. The remaining components were not modeled since they have yet to be implemented. The results are summarized in Table 2. Exist Conditions With East Village (84" RCP, PA-22, and 3' of Silt in RCB) With East Village, Park Site, and 5:1 Slope Area (3' of Silt in RCB) With East Village, Park Site, and 5:1 Slope Area (No Silt in RCB) 100-Year Ponding in Basin BJB, ft. 77.1 77.1 77.1 77.1 100-Year Water Surface Elevation in Calavera Creek, ft. 49.6-59.8 49.5-57.3 49.5-57.3 49.5-57.3 100- Year Ponding NE of El Camino Real and Cannon Rd., ft 41.3 41.1 41.4 35.6 Table 2. Summary of Results The results show that Robertson's Ranch East Village will reduce flood inundation in some areas. The following findings have been made for this development: • The proposed development pads including Planning Area 22 will be above the 100-year floodplain. • Portions of six existing mobile homes in RCMHP will be removed from the 100-year floodplain based on the analyses in this report. The floodplain areas that will be eliminated by the East Village have been shaded on the exhibit in the map pocket • The project will incrementally decrease ponding in the area north of El Camino Real and Cannon Road. The results also indicate that the park and 5:1 slope area, to be constructed by the West Village, could slightly increase 100-year ponding onto El Camino Real with the 8'x8' RGB silted to it's current level. On the other hand, it is possible that some silt will be removed as the flow approaches the 100-year magnitude and the velocity increases. In this case, the culvert's capacity would increase, which would prevent ponding onto El Camino Real. Maintenance to remove silt in the culvert would also eliminate 100-year ponding onto the road. APPENDIX A 100-YEAR HEC-1 ANALYSES AND WORK MAP HEC-l WORKMAP WITH USGS TOPOGRAPHIC MAP IMajor Watersheds | | Drainage Basins HEC-1 ANALYSIS WITH WEIR WALL (PRE-ROBERTSON'S RANCH) FLOOD HYDROGRAPH PACKAGE JW 1998 VERSION 4.1 (HEC-1) * RLN DATE 22FEB06 TIME 19:21:17 U.S. ARMY CORPS OF ENGINEERS HYDSOLCGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 X X XXXXXXX XXXXX X XXX XX XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X XXX XX X X X XXXXXXX XXXXX XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOW AS HEC1 (OAN 73), HEC1GS, HEC1DB, MC HEC1KW. THE EEFranTCNS OF VARIABLES -RUMP- AKD -RTICR- HAVE CHANGEO FROM THCSE USED WTIH IHE 1973-STYLE INPUT SIRLC1URE. THE nEFTNTTICN OF -ANBKK- ON RM-CflRD WAS CHANGED WITH REVISiaSS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DSMBREAK OUTFU3W SOEMERGENCE , SIN3LE EVENT DAMAGE CALCULATICN, DSS:WRTrE STAGE FREQUENCY, DSS:READ TmE SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT DJFTLTRAnCN KINEMATIC WAVE: NEW FINITE DIFFERENCE c o o LINE *** BURR *** 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 47 ID *DI ID ID ID IDro TD ID ID ID ID ID ID ID ID ID ID IT 10 KK KM IN PB PIPIPIPI PI BA IS U3 KK KM RS RC RX RY KK KM PB PI PI PI PI PI BA LS IE HSC-1 INPUT 1. ..2 3 4 5 6 7 8 9... A3WM BASELINE PER CITY OF CARLSBAD TO 84 INCH PIPE, BUT HAVE FLOW DIVERSION FRCM WEIR WALL. ND M33S TO BASIN BJB OUTLET, HISTORIC CALAVERA LAKE, NO BASIN BJ. WDELS DETENTION «T ECR WITH EXISTING NURSERY FTLENZWE: BASEN.HC1 FINAL 100-YR, 24-HR HYDROLO3IC ANALYSIS FCR RANCHO CARLSBAD NCBILE HCME PARK DEDUCES DETENITCN BASINS AT FARADAY, MELROSE, BOB, AND BJ DELUDES DETENTION AT CAIAVERA DBM ASSIMN3 VALVES ARE OPEN DURING STORM DELUDES SPLIT FLOW TO N3OH SIDE OF WALL TN CALAVERA CREEK JN: 13182-D FN: RdOO.HCl DATE: DECT1BER 1, 2004 5 0 0 300 4 BSNfla BASN1 FROM COUNTY OF SSN DIEGO CALCS 30 6 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 4.34 0. 93 .739 RTBC2 ROUTE FRCM BASIN BC1 THROUGH BASIN BC2 1 STCR -1 .014 .014 .014 1220 .0098 20 50 70 70 100 100 120 130 410 410 410 400 400 410 410 410 BSNBC2 NCKIH OF SH 78 5.7 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 0.55 0 91 .246 PA3E 1 10 .013 .096 .018 .009 .013 .096 .018 .009 LINE 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 6V 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 KK KM 1C KK KM RS RC RX RY KK KM PB BA IS UD KK KM IK KK KM RS RC RX RY KK KM EB BA IS UD KK KM fC KK FB BA I£ UD KK KM RS SV 92 SB BC1&BC2 COMBINE BASINS BC1 MO BC2 2 R1BC3 ROJIE HOI BASIN BC2 THROUGH BASIN BC3 1 STCR -1 .060 .080 .060 2000 .0125 767.5 767.9 789.5 830.3 864 390.6 391 391.1 378.25 378 BSNBC3 SCUIH OF SH 78 5.6 1.18 0. 91 .221 BC2&BC3 COMBINE BASINS BC2 AND BC3 2 KIBC4 RCUIE FRCM BASIN BC3 THROUGH BASIN BC4 1 SICR -1 .060 .060 .060 3580 .0072 473 500.1 505.8 546.1 582.3 370.79 370.63 372.1 352.86 353.22 BSNBC4 NEAR CtNEDDENCE WITH A3UA HEDIGJBA 5.5 0.31 0. 88 .133 BC3SBC4 OCMBINE BASINS BC3 MO BC4 2 AKL 5.7 2.83 0. 92 .712 DEISYC DETAIN AT SYCTWORE AVE 1 SICR -1 0 0.34 1.57 7.08 26.44 0 622 1521.3 2091.0 2578.3 360 365 370 375 380 889.7 898.6 905.6 387.5 388.2 388.00 654.9 664.5 688.1 374.7 375.75 384.24 HEC-1 INPUT PA3E 3 LINE ID 1 2 3 4 5 6 7 8 9 10 92 KK BCUD. 93 KM COMBINE BUENA CREEK BASINS AND fKL 94 1C 2 95 96 97 98 99 RX 0 100 200 300 600 800 900 1100 100 Kl 400 380 360 340 340 360 380 400 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 RX 0 80 250 450 500 600 700 750 117 RY 400 380 340 320 320 340 380 400 118 119 120 121 122 123 KKAHL-3&BC 124 KM OMBINE BUENA CREEK BASINS SSD AKL FKD AH3 WITH AH2 125 1C 3 126 KK AH2-AH7 127 128 129 130 131 132 133 134 135 136 KK KM RS RC RX RY KK PB BA IS UD RTAH2 ROUTE BASIN AH1 fflt) BUEMA CREEK BASINS 1 .060 0 400 AH3 5.4 0.83 0. .227 SIOR .080 100 380 92 i .060 200 360 8180 .007 300 600 340 340 KKDEISHADOW KM RS SV SQ SE KK KM RS RC RX RY KK PB BA IS ID DEBUN 1 0 0 339.5 RIME AT SHADOWRIDGE STCR 1.14 190.8 345 -1 6.25 405.0 350 15.18 21.83 547.1 618.3 355 358 ROUTS FROM BASIN KB THRCU31 BASIN flH2 1 .060 0 400 AH2 5.4 1.41 0. .356 SIOR .080 80 380 87 -1 .060 250 340 3000 .013 450 500 320 320 KM RS RC RX RY KK PB BA IS UD ROUTE 1 .08 0 400 AH4 5.4 .70 0. .172 AH2 THROUGH SIOR .08 150 340 90 AH7 -1 .08 7660 .023 300 350 400 470 300 280 280 300 520 680 340 400 HEC-1 INPUT PAGE 4 LINE ID 1 2 3 4 5 6 7 8 9 10 c 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 1S1 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 KK AH4-AH5 KM ROUTE AH4 THROUGH AH5 RS 1 SICR -1 RC .06 .08 .06 4900 .016 RX 0 50 100 220 300 450 RY 440 420 380 360 360 380 KK AH5 PB 5.3 BA .74 IS 0 92 UD .212 KK OCMBINE K 2 KKDE1MELROSE KM DEIAIN AT MELROSE KM WTIH RECTfiNGUIAR 5.6'WIDE BY 4'TALL ORIFICE AT KM SEE ENVELOPE DATED 1-14-04 IN JCB FILE 13182-D RS 1 STCR -1 SV 0 .029 .162 .482 1.12 2.30 SV 33.4 45.8 52.6 SQ 0 55.44 152.53 215.71 264.19 305.06 SQ 457.59 482.34 494.26 SE 308 310 312 314 316 318 SE 328 330 331 KK AH5-AH6 RS 1 STCR -1 RC .08 .08 .08 5000 .002 RX 0 120 150 300 420 550 RY 320 300 280 260 260 280 KK AH6 PB 5.2 BA .91 LS 0 93 UD .259 KK OMBINE HC 2 KKDEINFWWnfiy KM DEIMN AT PROPOSED EARM3AY CROSSING 5x5 RGB KM SEE BWEUPE DKIH3 1-13-04 IN JCB FILE 13182-D RS 1 STOR -1 SA .000 .196 .432 .924 1.32 1.77 SA 7.09 SE 221.84 224 226 228 230 232 SE 242 SQ 0 100 200 300 400 500 SE 221.84 225.91 228.46 231.55' 231.90 234.72 600 700 400 440 EXKIUC CULVERT FOR BACKUP 4.59 8.67 14.8 341.07 373.62 403.56 320 322 324 650 750 300 320 FOR BACKUP 3.09 4.30 5.36 234 236 238 600 682.5 700 238.56 244.16 245.43 23.0 431.42 326 6.20 240 HEC-1 INPUT P«3E 5 o 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 KK KM RS RC RX RY KK PB BA IS U3 KK KM RS RC RX RY KK PB BA IS ID KK KM 1C KK KM RS RC RX RY KK PB BA IS ID KK HC KK KM RS SV 93 AH6-7 ROJIE 1 .08 0 220 AH8 5.0 .31 0 .1 AH8-7 ROUTS 1 .08 0 220 AH7 5.2 1.12 0 .420 COMBINE AH6 THRCU3J STOR .08 50 200 92 AH8 THRCU3H SICR .08 50 200 82 AH7 -1 .08 2800 .02 110 230 350 500 600 180 160 160 180 200 AH7 -1 .08 3260 .02 110 230 350 500 600 180 160 160 180 200 650 220 650 220 COMBINE BASINS AH7 WITH KK AND ABB 4 AH7-AH9 ROJIH 1 .08 0 200 AH9 5.0 1.0 0 .307 COMBINE 2 AH9-10 ROUTE 1 4.5 500 AH7 THROU31 SICR .08 80 180 87 AH9 THRCUH S'lUK AH9 -1 .08 5260 .007 200 250 650 950 1200 140 100 100 140 180 AKLO (MODIFIED PULS) -1 1300 200 7.5 12.8 35 60 88.1 101.9 1000 2000 4000 6000 8000 9000 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 KK AH10 FG 4.8 BA .66 IB 0 89 LD .173 KK COMBINE K 2 KKAHIO-RCA KM ROUTE AKLO THROUGH RCA RS 1 STCR -1 RC .03 .03 .03 2780 .007 RX 0 10 26 35 52 95 100 120 RY 50 48 46 42 42 44 46 48 KK RCA PB 5.0 BA .11 IB 0 85 UD .071 KK M3UAHEDICNDA TOTAL DISCHARGE KM COMBINE AKLO fiND RCA VC 2 KK a KM BASN1 FROM COUNTY OF SPN DIEGO CHLCS IN 30 EB 5.5 PI 0 .009 .007 .009 .009 .011 .009 .011 PI .014 .016 .017 .02 .023 .03 .045 .067 PI .082 .041 .027 .023 .021 .02 .019 .017 PI .01 .016 .015 .014 .015 .012 .013 .01 PI .01 .011 .01 .009 .009 .009 .009 .01 BA .87 LS 0 90 UD .409 KKCCDETMELROSE KM DEIMN NEAR N. MELROSE RS 1 SICR -1 SV 0 0.32 1.13 3.37 21.53 93 0 454.2 688.8 770.4 962.9 SE 326.95 335.0 338.0 340.0 345.0 KK C1-C2 KM ROTE a THROUGH C2 RS 1 SICR -1 RC .06 .08 .06 18380 .014 RX 0 80 300 600 650 1000 1350 1700 RY 300 280 260 240 240 260 280 300 .012 .013 .088 .096 .016 .018 .01 .009 .009 LINE o 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 KK re BA IS M> KK 1C KK KM KM RS SA SB SS KK KM RS RC RX RY KK KM ffi BA IS ID KK H3 KK KM KM C2 5.3 2.72 0 91 .480 OCMBINE 2 DEICTLA DETAIN AT CALVERA LAKE BEFCRE DAM TMHXNEMENTS 1 21 208 216.5 C2-C3 ROUTE 1 .05 0 200 C3 ELEV 24 210 150 209.0 27 212 2.64 30 214 1.5 33 35 38 39.5 41 216 217 218 219 220 43 221 C2 THROUGH C3 STCR .06 200 160 -1 .05 250 120 5620 300 100 .021 800 900 1100 1400 100 120 140 160 AREA ADJUSTED TO INCLUDE CAIAVERA HILLS ii (+0.03 SQ. ME.) 5.1 .88 0 .201 COMBINE 2 DETNBJB 89 DETAIN AT DOMSTREWI END OF BASIN C3 AKA BASIN BJB FLOM-TRU BASIN EXISTING BASIN * KD 0 2 0 302 303 304 305 306 307 308 309 310 RS SV SV SE SE S3 SQ SE SE 1 0 17.66 62 72 0 855 62 75.0 0 22 STCR .002 25.24 63 73 100 885 64.65 75.35 WITH 10 -1 .02 35.08 64 74 200 1000 66.21 76.72 'X7' BOX .08 47.48 65 75 300 67.52 & 72" RCP .23 .57 1.23 2.29 3.78 62.74 66 67 68 69 70 76 400 500 600 700 760 68.68 70.02 71.58 73.27 74.32 5.30 70.8 819 74.59 * SQ 200 400 600 800 1000 1051.6 1120 1200 1250 1292 * SE 64.3 65.7 66.8 67.8 72.5 73.3 74.1 74.8 75.1 75.9 o HEC-1 INPUT PAGE 8 LINE ID 1 2 3 4 5 6 7 8 9 10 311 KK DlVCr 312 KM ADJUSTED REC DI CARD 90 300 CFS TO CALAVERA PER 12/04 REPCRT 313 KM PCRTICN OF BOB FLOW DIVERTED TO NCRIH SIDE OF WALL 314 KM ASStMES THE LAST 500 CFS OF A 100-YR STORM WILL BE DIVERTED 315 KM FLOE LESS THAN 300 WILL REMAIN IN CAIAVERA CREEK 316 KM THE MECHANISM FOR DIVERTING THIS 500CFS WILL BE THE RESPCNSIBILnY 317 KM OF ROBERTSON RANCH DURING FINAL DESIGN 318 DTDIVNCKIH 319 DI 0 300 901 1029 320 DQ 0 0 500 571 321 KK C4 322 PB 5.2 323 BA 1.24 324 LS 0 88 325 tt> .513 326 KK COMBINE 327 HC 2 328 KK C3&-RCC 329 KM ROUTE C3 AND 04 THROUGH ROC 330 RS 1 STOR -1 331 RC .03 .04 .03 3900 .016 332 RX 0 190 280 300 310 325 390 820 333 RY 48 48.4 48 42 42 46 46 48 334 KK RCC1 335 PB 4.8 336 BA . 0545 337 LS 0 87 338 UD .108 339 KK CCTOTAL 340 KM CALAVERA CREEK TOTAL DISCHARGE 341 HC 2 342 KK AH4CC 343 KM AGUA HEDIONDA AND CAIAVERA CREEK (SCOIH OF WALL) TOTAL Q AT ECR BRIDGE 344 HC 2 345 KK RETDIV 346 DRDIVNCKIH 347 KK KINOR 348 KM RCOIE DIVERTED FLOW ALONG THE NCRIH SIDE OF THE WALL 349 RS 1 STOR -1 350 RC .03 .03 .03 4400 .0125 351 RX 17 20 20.1 61 108 133 139 140 352 RY 50 50 44 40 38 50 50 50 o HEC-1 INPUT PA3E 9 3 9 10 O 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 KK EB BA IS IE KK HC KK EB BA IS ID KK 1C KK KM KM KM RS SV 92 SE KK 1C KK PB BA IB UD KK HC ZZ ROC2 4.8 .208 0 87 .185 BOX 2 RRCH 4.7 .425 0 87 .167 EX_8x8 2 NURSERY DETAIN AT NURSERY EAST OF EL OWNO REAL EXISTING 8 'X8 'RCB WITH 3 ' OF SILT ON BOTKM ASSUVES EXIST NURSERY PER 2005 O'EKY TOPO 1 SICR -1 0 .243 5.674 19.064 38.361 50.101 59.045 0 39 224 421 458 499 592 33.1 34 36 38 40 41 41.7 CEMBTNE 2 DSAHDOWteTREBM OF ECR 4.7 .508 0 87 .280 CEMBTOE 2 o INPUT LINE NO. 19 31 SCHEMKTIC DlfGRfM OF STREW NEIWCRK (V) ROUTDG (--->) DIVERSION CR HWP FI£W (.) ONJECICR (<—) REHURN OF DJVEKIH3 OR KMPED FKW BSNBa V V RTBC2 37 BSNBC2 48 BCLSBC2. V V 51 RIBC3 57 BSNBC3 63 ee BC25BC3. V V KIBC4 72 BSNBC4 78 BC3&BC4. c 81 86 fKL V V 92 95 BC&H1. V V KB\H2 101 106 112 AH3 V V DE3SHMDO V V RIHH2 118 123 V V 126 AH2-AH7 132 137 AH4 V V MM-AH5 143 c o 148 . COMBINE V V 150 . DEIMEUiO V V 161 . AH5-AH6 166 . . AH6 171 . OCMBINE V V 173 . DEINFRRA V V 183 . AH6-7 189 . tM V V 194 . . AH8-7 200 . . ?H7 205 OCMBINE V V 208 AU7-AH9 214 . KB 219 OCMBINE V V 221 AH9-10 226 . PKLO 231 OCMBINE V V 233 flHlO-RCA 239 . RCA 244 A3UR 247 . Cl V V 259 . OCDEIMEL V V 265 . C1-C2 271 . . C2 276 . CCMBHE V 278 285 V DETCRIA V V C2-C3 291 C3 o 297 . CEMBINE V V 299 . EEINBJB 318 . . >DIVNCKIH 311 . DIVCC 321 . . C4 326 . (TMBINE V V 328 . C3&-RCC 334 . . ROd 339 342 346 . .< DIVMCKIH 345 . REIDIV V V 347 . RTOCR 353 . . RO2 358 . BCK 360 . . RRCH 365 . EX_8x8 V V 367 . NURSEEf 375 CXMBINE 377 . DSflH 382 OCMBDE (***) RLNCFF ALSO CXMTOIH) AT IMS ICCKHCN FU3CD HYDRCGRAPH PACKAGE JW 1998 VERSION 4.1 (HBC-1) * UK DATE 22FEB06 TIME 19:21:17 U.S. ARMY CCRPS OF EK3TNEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 BASELINE PER CTIY OF CARLSBAD NO 84 KKH PIPE, BUT HAVE FLOW DIVERSION FRCM WEIR WfiLL. N3 MXS TO BASIN BJB CUTLET, HISTORIC CAIAVERA LAKE, MD BASIN BJ. ICT3LS LKTEOTICN AT ECR WTTH EXISTING NURSERY FINAL 100-YR, 24-HR HM3ROCGIC ANALYSIS FCR RANOC CARLSBAD tCBILE HCME PARK DCUTES DETENTICN BASINS AT EBRADAY, MELBDSE, BJB, AND BJ INCUDES DETEWnCN AT CfflAVERA DAM ASSUON3 VALVES ARE OPEN DURJJSG STORM BKULraS SPLIT F1CW TO NCKIH SIDE OP WALL IN CALAVERA CREEK JN: 13182-D FN: RCaOO.HCl DATE: DECH1BER 1, 2004 18 10 IT OOTEUT CCNIRCL VARIABLES IPRNT 4 PRINT OCNTFOL IPI0T 0 PICT CCNTROL QSCAL 0. HYDRCGRAPH PLOT SCALE 0 HYDROGRAPH TIME DATA NMDJ 5 IDATE 1 0 rrwE NQ NDDATE NDTIME ICENT 0000 300 2 0 0055 19 MINUTES IN CCMPUTATICN INTERVAL STARTING DATE STARTING TIME NLMBER OF HYDROGRAPH ORDINATES ENDING DAIE ENDING TIME CENTURY MARK CCMPaTATICN INTERVAL TOTAL TIME BASE .08 HOURS 24.92 HOURS ENGLISH LNTTS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEWATICN FLOW STORAGE VOUWE SURFACE AREA TEMPERAIURE SQUARE MILES INCHES FEET CUBIC FEET PER SECCND ACRE-FEET ACRES DEGREES FAHRENHEIT 19 KK BSNEC1 * BAEN1 FROM COUNTY CF SAN DIEGO CALCS 21 IN TIME DATA FOR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUCFF DMA 28 BA 22 PB 23 PI SUBBASIN CHARACTERISTICS TAREA 4.34 SUBBASIN AREA PRECIPriHi'iCN DKDV STCRM 6.00 BASIN TOBVL PRECIPITATION o 29 LS 30 ID INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRIL CKVMBR RHMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UKUTtSAPH IMG .74 IA3 UNIT HYEROGRAPH 46 END-OF-PERICD CRDINATES 93. 2542. 523. 91. 17. 302. 2348. 437. 76. 14. 576. 2124. 366. 65. 11. 950. 1843. 308. 54. 8. 1436. 1502. 260. 45. 5. 1949. 2344. 1222. 1025. 217. 183. 38. 32. 2. 2587. 2678. 858. 725. 151. 129. 28. 24. 2670. 620. 107. 21. 31 KK KTBC2 33 RS ROUTE FROM BASIN BC1 THROUCH BASIN BC2 HYDROGRAPH ROUTTN3 DATA STCRM3E ROUHNS NSTPS 1 NUMBER OF SUBRE2OES mfP STCR TYPE OF INITIAL CCNDITICN RSVRIC X -1.00 INITIAL CONDITION .00 WORKING R AND D CEEFF1CTENTo34 RC NORMAL DEPIH CHANNEL ANL .014 LEFT OVERBANK N-VALUE ANCH .014 MAIN CHANNEL N-VALUE ANR .014 RIGHT CVERBANK N-VALUE RLNIH 1220. REACH LEN3IH SEL .0098 ENERGY SLOPE ELMAX .0 MAX. ELEV. FOR STORAGE/OUTFLOW CTLCULATICN 36 RY 35 RX ELEVATION DISTANCE CROSS-SECTION DATA -— LEFT CVERBSNK + MAIN CHANNEL + — RIGHT OVERBANK --- 410.00 410.00 410.00 400.00 400.00 410.00 410.00 410.00 20.00 50.00 70.00 70.00 100.00 100.00 120.00 130.00 COMPUTED SIO^AGE-OtrrnjOH-ELEVATICK DATA STORAGE OUTFLOW ELEVATION .00 .00 400.00 .44 105.98 400.53 .88 329.06 401.05 1.33 633.02 401.58 1.77 1001.38 402.11 2.21 1423.45 402.63 2.65 1891.44 403.16 3.10 2399.38 403.68 3.54 2942.45 404.21 3.98 3516.72 404.74 STORAGE OUTFLCW ELEVATICN 4.42 4118.90 405.26 4.86 4746.18 405.79 5.31 5396.18 406.32 5.75 6066.83 406.84 6.19 6756.30 407.37 6.63 7463.01 407.89 7.08 8185.56 408.42 7.52 8922.69 408.95 7.96 9673.29 409.47 8.40 10436.36 410.00 *** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE PCR OUTFLOWS BETWEEN 106. TO 10436. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR CSOLLATIIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) O 37 KK * BSNBC2 * * * ************** NORTH OF SH 78 21 IN TIME DATA FOR INPUT TIME SERIES JXMTN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE JXTME 0 STARTING TIME SUBBASIN RIWDFF DAOA 45 BA SUBBASIN CHARACTERISTICS TAREA .55 SUBBASIN AREA FRECIPrTATICN DATA 39 PB STORM 5.70 BASIN TOTAL PRECIPrTATICN 40 PI INCREMEfJTAL PRECIPTTATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 JP% -01JP .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 o .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 .00 .00 46 LS ! ICES RATE STRTL CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 INITIAL ABSTRACTION 91.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA .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 .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 .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 47 UD SCS DIMENSICNLESS UNITGRAPH TLA3 .25 LAG 167. 38. 573. 24. 897. 15. 882. 10. UNIT HYERCGRAPH 17 END-OF-PERICO CRDINATES 676. 400. 249. 6. 3. 1. 159.98.61. 48 KK * BC15BC2 COMBINE BASINS BC1 AND BC2 50 HC HYDRCGRAPH CCMBINATICN ICCMP 2 NUMBER CF HYDRCGRAPHS TO COMBINE 51 KK R1BC3 ROUTE FROM BASIN BC2 THRCO3i BASIN BC3 HYDRCGRAPH ROOTING DATO 53 RS STORAGE ROUTING NSTPS TTYP RSVRIC X 1 NUMBER CF SUBREACHES STCR TYPE CF INITIAL CCNDnTCN -1.00 INITIAL CCNDTTICN .00 W3RKIN3 R AND D COEFFTCIEOT 54 RC NORMAL DEPIH CHANEL ANL .060 AN31 .080 AMR .060 RLNIH 2000. SEL .0125 ELMAX .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VAUUE RICHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FCR SICRAGE/CUTELOW CALCULAnCN c 56 RY 55 RX CRCSS-SEcncN EKTA --- LEFT CVERBANK --- + MAIN CHANNEL + — RIGHT OVERBBNK — ELEVATION 390.60 391.00 391.10 378.25 378.00 387.50 388.20 388.00 DISTANCE 767.50 767.90 789.50 830.30 864.00 889.70 898.60 905.60 COMPUTED STC«AGE-CUIW£W-ELEVKriON DATA STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 378.00 16.65 2144.83 384.89 .92 27.50 378.69 19.04 2585.51 385.58 2.15 105.90 379.38 21.55 3071.54 386.27 3.51 224.67 380.07 24.20 3604.29 386.96 5.00 381.61 380.76 26.98 4198.11 387.65 6.62 576.39 381.45 30.11 4894.22 388.34 8.37 809.49 382.14 33.54 5669.83 389.03 10.25 1081.75 382.83 37.05 6516.29 389.72 12.25 1394.25 383.52 40.62 7429.93 390.41 14 1748, .38 .19 384.21 44 8409. 391. .31 .33 .10 57 KK BSNBC3 SOUTH OF Stl 78 SUBBASBI RLN3FF DKTA 60 BA SUHBASIN CHARSCTERISnCS TAREA 1.18 SLBBASIN AREA PRECIPrTATICN DATA 59 FB 40 PI SICRM 5.60 BASIN TOTAL PRECIPnKnCN 61 LS INCREMENTAL PRECIPTTAnON PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SOS LOSS RATE STKTL CRVNBR .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA o 62 UD SCS DIMENSICNLESS UNTIGRAPH TLfG .22 LAG 459. 55. 1557. 32. 2166. 21. UNIT HYEROGRAPH 15 END-OF-PERICD CRDINA1ES 1919. 1255. 714. 437. 12. 5. 260.154.92. 63 KK BC2&EC3 CCMBINE BASINS BC2 AND BC3 65 HC HYDRCGRAPH CCMBTNATiaN ICOMP 2 NUMBER OF HYEROGRAPHS TO (XMBINE 66 KK KIBC4 O ROUTE FRCM BASIN BC3 THROUGH BASDJ BC4 HYDRCGRAPH RCUTBG DATA 68 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREKHES STCR TYPE OF INITIAL ONDniCN -i.oo INITIAL aaorncN .00 WCRKDJ3 R AND D COEFFICIENT 69 RC ICRMAL DEPTH CHANNEL ANL ANCH AMR RINTH SEL ELMAX .060 .060 .060 3580. .0072 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REBCH LEN3IH ENERGY SLOPE MAX. ELEV. FOR SICRASE/OUTELCW CALCULfinON 71 RY 70 RX ELEVATION DISTANCE CRCSS-SECnCN DRTA — LEFT OVERBANK — + MAIN CHANNEL + -— RIGHT OVERBANK — 370.79 370.63 372.10 352.86 353.22 374.70 375.75 384.24 473.00 500.10 505.80 546.10 582.30 654.90 664.50 688.10 COMPUTED STORAGE-OUTFLCW-ELEWATICN DATA STORAGE CUTFLOW ELEMOTON STORflGE OUTFLOW ELEVKTICN .00 .00 352.86 108.33 12913.74 369.38 4, 149. 354, 126. 15846. 371. .84 .62 .51 .70 69 .03 11.43 549.30 356.16 149.80 19423.39 372.68 19.25 1173.44 357.81 173.94 23742.63 374.33 28.29 2029.94 359.47 199.22 29043.83 375.98 38.57 3132.84 361.12 225.61 35036.98 377.63 50.06 4498 . 10 362.77 252.62 41571.65 379.29 62.79 6142.27 364.42 280.26 48639.21 380.94 76.74 8081.97 366.07 308.53 56234.87 382.59 91.92 10333.71 367.72 337.41 64355.75 384.24 72 KK 75 BA 74 PB 40 PI BSNBC4 * * ************ NEAR CXNHUESCE WITH A3UA HEDIOCA SUBBASIN RLNCFF DAOA SUBBASIN CHARACTERISTICS .31 SUBBASIN AREA PRECIPnTOTON DA3& SICRM 5.50 BASIN TOTAL PRECEPITKnCN o 76 LS 77 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RAIE SIKIL OWNER KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA. SCS DIMEN3ICNLESS UKTIGRAPH TLK3 .13 LAG 374.859.646.281. tNIT HYERCGRAPH 10 END-OF-PERICD CRDINATES 131. 61. 28.13.6.2. 78 KK BC3&BC4 CEMBINE BASINS BC3 AND BC4 80 HC HYEROGRAPH CEMBINATICN ICEMP 2 NCMBER OF HH»OGRAPHS TO CEMBINE 81 KK Mil SUBBASIN RLNDFF DATA 83 BA SUBBASIN CHARACTERISTICS TAREA 2.83 SUBBASIN AREA DATA 82 PB 40 PI STCRM 5.70 BASIN TOTAL PRECEPnATICN o 84 LS BCREMENTTAL PRECIPITATION E! .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR KITMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .17 92.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Djrn CURVE PERCE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TNTTIAL ABSTRACTION CURVE NtlEER PERCENT IMPERVIOUS AREA 85 UD SCS DMNSICNLESS UNTTGRAPH TLBG .71 LAG 68. 1666. 216. 1521. 414. 1347. 685. 1129. UCTT HYERCGRAffl 45 EN3-OF-PERICD CRDDJATES 1034. 1381. 1635. 909. 746. 621. 1779. 517. 1813. 441. 1789. 369. 309. 51. 8. 255. 43. 6. 215. 35. 4. 179. 29. 2. 149. 125. 103. 25. 21. 18. 0. 87. 72. 61. 16. 13. 11. 86 KK * DEISYC DETAIN AT SYCA1CRE AVE HYDRCGRAPH RCUTINS DATA 88 RS 89 SV 90 SQ 91 SE VffiRNING *** MODIFIED RES RCUITNG NHY BE NUMERICALLY UNSTABLE FCR CUTELCWS BETWEEN 0. TO 1521. THE ROOTED HYDRQ3RAPH SHOULD BE EXAMINED- fCR OSOLLKTICNS OR OUTFLOWS GREATER THAN PERK INFIOS. THIS CTN BE CERRECTH3 BY IKCREBSING THE TBE INIERVWj CR INCREftSBE SICRM3E (USE A UNSR REBCH.) STCRAGE ROUTING N5TPS ITYP RSVRIC X STORAGE DISOffiRGE ELEVATICN 1 SICR -1.00 .00 .0 0. 360.00 NLMBERQF SOBREflCHES TYPE OF DOTIflL CCNDITICN DOTIAL CXMDmCN WCRKIN3 R .SND D OCEFFICIENrr .3 1.6 7.1 622. 1521. 2091. 365.00 370.00 375.00 26.4 2578. 380.00 92 KK * BC&H1 * CEMBINE BUENA CREEK BfiSDE AND NO. 94 HC HYERCGRAPH (XMBINKnCN ICCMP 2 NUMBER CF HYERCGSWPHS TO OJBINE 95 KK * RTIHH2 ROUTE BASIN flHl »JD BUENA CREEK BASINS THROUGH BASIN AH2 HYERCGRAPH RCUTIN3 DfflJV 97 RS STCRM3E ROUTING NSIPS 1 NLMBER OF SUBRESCHES ITYP STCR TYPE OF INITIAL CONDITION RSVRIC -1.00 INITIAL CONDITION X .00 WORKING R AND D COEFFICIENT 98 RC NORMAL DEPTH CHANNEL ANL .060 LEFT CVERBANK N-VALUE c . 080 MAIN CHANNEL N-VAUJE .060 RIGHT OVERBANK N- VALUE 8180. REACH LENGTH .0070 ENERGY SLOPE .0 MAX. ELEV. FOR SICRK3E/OUIFLCW CHLCULATICN 100 RY 99 RX flNCH WR RINIH SEL ELMAX mm --- LEFT OVERBANK — + ------ MAIN CHWNEL ------- + --- RIGHT OVERBANK --- ELEVATION 400.00 380.00 360.00 340.00 340.00 360.00 380.00 400.00 DISTMKE .00 100.00 200.00 300.00 600.00 800.00 900.00 1100.00 COMPUTED SIDRBGE-OOrFLOW-ELEVATION DATA STCRK3E .00 191.95 411.99 660.12 936.34 1240.64 1573.04 1931.45 2309.11 2705.49 OUTFLOW .00 3267.83 10709.81 21775.29 36418.75 54716.53 76794.38 105870.10 140890.40 180561.80 ELEVATION 340.00 343.16 346.32 349.47 352.63 355.79 358.95 362.11 365.26 368.42 STORKE 3120.60 3554.43 4006.99 4478.80 4976.62 5502.53 6056.53 6638.62 7248.80 7887.06 OUTFLOW 225026.40 274416.10 328859.30 388188.40 452578.60 522961.80 599560.30 682612.40 772357.90 869034.40 ELEVATION 371.58 374.74 377.89 381.05 384.21 387.37 390.53 393.68 396.84 400.00 101 KK AH3 o SUBBASIN RLNOFFLKTA 103 BA SUBBASIN CHARACTERISTICS TAREA .83 SUBBASIN AREA PRECZPTTAnCN DATA 102 PB 40 PI STORM 5.40 BASIN TOTAL PREdPnTOTCN DCRFMENTTAL PRECTPrTATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 c 104 LS SCS ICSS RATE SIRTL . 17 INITIAL ABSTRACTION CRVNBR 92.00 CURVE NCMBER RITMP .00 PERCENT IMPERVIOUS AREA 105 UD SCS DIMENSICNLESS UNTIGRAPH TLAG .23 LK3 UCTT HYDRCGRAEH 16 END-OF-PERIOD ORDrNATES 302. 43. 1035. 26. 1483. 16. 1347. 10. 925. 5. 528. 325. 195. 117. 1. 71. 106 KK * DETSHAOO * W DEUON AT SHADCWRUGE HYDROGRAPH ROJTDG 108 RS 109 SV 110 SQ 111 SE SICRSGE RCUITO3 NSTPS 1 NIMBER CF SUBREMHES HYP SICR TYPE CF MTITAL CCNDITICN RSVRIC -1.00 MnTAL COCmCN X STCfSGE DISCHftRGE ELEWO1CN .00 WCRKttG R MO D COEFFICIENT .0 1.1 6.3 15.2 0. 191. 405. 547. 339.50 345.00 350.00 355.00 21.8 618. 358.00 112 KK * KISH2 RCUIE FfiCM BASIN AH3 THRCU31 BASIN AH2 ffiERCGRAffl RDUHNS DATA 114 RS STOWS: ROUTING NSTPS 1 NUMBER CF SUBREACHES TIYP SICR TtPE CF DOTIAL COOITICN RSVRIC -1.00 TNITIAL COCmCN X .00 WORKING R MO D COEFFICIENT 115 RC NCRMAL DEPTH CHMWEL ANL .060 LEFT OVERBANK N-VBLUE ANCH .080 MAIN CHANNEL N-VA1UE ANR .060 RIGHT OVERBANK N-VALUE RLNIH 3000. REACH LEN3IH SEL .0130 ENERGY SDOPE EU1AX .0 MAX. ELEV. PCR STCRA3E/OUTEDDW CRQSS-SECnCN ESOA --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 117 RY EUMATICN 400.00 380.00 340.00 320.00 320.00 340.00 380.00 400.00 116 RX DISTANCE .00 80.00 250.00 450.00 500.00 600.00 700.00 750.00 CCMPUIED CT3WGE-CUIHJCW-EI£VHri:CN DATA STCRA3B .00 23.66 65.63 125.91 204.51 301.11 408.79 524.71 648.86 781.26 OUTFLOW .00 1523.60 6202.65 14974.85 28744.31 49640.93 81062.81 119570.60 165425.70 218887.60 ETEWOTON 320.00 324.21 328.42 332.63 336.84 341.05 345.26 349.47 353.68 357.89 STORMS 921.91 1070.79 1227.91 1393.28 1566.89 1748.65 1938.36 2136.01 2341.59 2555.11 OUTFLOW 280221.90 349698.40 427589.70 514169.00 609709.30 714670.80 829136.30 953284.401087363.001231619.00 ELEVKTICN 362.11 366.32 370.53 374.74 378.95 383.16 387.37 391.58 395.79 400.00 WftRNQG *** NCDIFIED PULS RCUTDG MHY BE NUMERICALLY UNSTABLE PCR OUTFLOWS BETWEEN 49641. TO 1231619. THE ROOTED HYDROGRAPH SHOULD BE EXWUNED FOR OSCTLIATICNS CR OUTFLOWS GREKTER THSN PEAK INFLOWS. THIS CBN BE CORRECTED BY DECREASING THE TIME INTERVAL CR TNCREASIN3 STORAGE (USE A L3GER REACH.) 118 KK AH2 SUBBfiSIN RUSCFF DSIA 120 BA SUBBASIN CHARACTERISTICS TAREA 1.41 SUBBASIN AREA PREdPITAnCN DATA o 119 PB 40 PI STORM 5.40 BASIN TOTAL PREaPnATICN 121 LS INCREMENTAL PRECIPTIATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 122 UD SCS DIMENSICNLESS INTIGRAFH TUG .36 L#3 186. 301. 11. 584. 213. 7. 1210. 151. 3. 1634. 107. UNIT HYDRCGRAEH 23 END-OF-EERICD CRDINATES 1706. 1525. 1222. 76. 54. 39. 829. 27. 580. 19. 420. 15. 123 KK * AKL-3&BC * COMBINE BUENA CREEK BASINS AND AH1 AND AH3 WTm AH2 125 HC HYDROGRAFH CQMBBKITCN ICCMP 3 NUMBER OF HYDRCGRAEHS TO CCMBINE 126 KKo RCOTE AH2 THROUGH AH7 HYERCGRAFH RCOTDJ3 DKLA 128 RS STORflGE RDUnNG NSTFS TTYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL COMDITICN -1.00 INITIAL CODmON . 00 WORKING R AND D COEFFICIENT 129 RC NORMAL DEPTH CHANNEL ANL ANCH fNR RIWIH SEL EIMAX .080 .080 .080 7660. .0230 .0 LEFT OVERBSNK N-VALUE MMN CHANNEL N-VALUE RIGHT OVERBSNK N-VALUE REACH LEN3IH ENERGY SLOPE MflX. ELEV. FOR SIORSGE/COTFLCW CflLCULffllON 131 RY 130 RX ELEVATION DISTANCE CRCss-SEcnoN DAIA — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBflNK --- 400.00 340.00 300.00 280.00 280.00 300.00 340.00 400.00 .00 150.00 300.00 350.00 400.00 470.00 520.00 680.00 COMPUTED SICRSGE-OUTFLQH-ELEVATICN DATA STORW3E .00 76.57 195.24 355.99 556.39 791.96 1062.60 1368.32 1709.10 2084.96 OUTFLOW .00 3518.76 13103.46 29819.70 59316.38 99749.75 151134.30 214231.70 289782.20 378511.20 ELEVATION 280.00 286.32 292.63 298.95 305.26 311.58 317.89 324.21 330.53 336.84 STDRK3E 2496.04 2943.22 3426.63 3946.29 4502.19 5094.33 5722.72 6387.34 7088.21 7825.31 OUTFLOW 481468.90 599723.30 733622.30 883788.401050880.001235563.001438505.001660364.001901792.002163432.00 ELEVKnCN 343.16 349.47 355.79 362.11 368.42 374.74 381.05 387.37 393.68 400.00 o VRRNDG *** MODIFIED HIS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLCWS BBIWEEN 883788. TO 2163432. THE ROUTED HYDRQGRAPH SHDULD BE EXAMINED TOR ng-TTIATTfTiK CR CUTFUDW3 GREATER THAN PEAK INFLOWS. THIS OW BE CORRECTED BY DECREASIKG THE TIME INTERVAL CR INCREASING STORAGE (USE A IO*ER REACH.) 132 KK AH4 SUBBBSTN RUNOFF EffiTA 134 BA SUBBfiSTN CHARACTERISTICS TAREA .70 SUBBRSIN AREA. PRECIPITATION DATA 133 PB 40 PI STCRM 5.40 BASIN TOTAL PRECIPITATION 135 LS BCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS ICSS RATE STRTL CRVNBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 136 UD SCS DIMENSICNLESS USHTGRAPH TIA3 .17 LAS 473. 12. 1442. 5. 1505.965. UNIT HYCROGRAPH 12 EMD-OF-PERIOD ORDINATES 484. 262. 139.73.39.21. c 137 KK AH4-AH5 * ROUTE AH4 THROUGH AH5 HYDRCGRAPH ROUTING DA1A 139 RS STORMS ROUTING NSTPS HYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL OONDITICN -1.00 INITIAL COJDmCN . 00 WORKING R AND D COEFFICIENT 140 RC NORMAL DEPTH CHANNEL ANL ANCH AMR RIMH SEL ELMAX .060 .080 .060 4900. .0160 .0 LEFT OVERBBNK N-VALUE MAIN CHANNEL, N-VALUE RIGHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FCR SICRAGE/CUTFLOW CALCULATICN 142 RY 141 RX ELEVATICN DISTANCE CRCSS-SECTICN DMA — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT CVERBANK — 440.00 420.00 380.00 360.00 360.00 380.00 400.00 440.00 .00 50.00 100.00 220.00 300.00 450.00 600.00 700.00 COMPUTED SICRAGE-OUIFLOW-ELEVATICN DATA STORAGE .00 51.35 129.63 234.82 366.95 525.69 704.55 900.86 1114.62 1345.83 OUTFLOW .00 2393.89 8875.69 20113.04 36913.16 61519.04 97873.45 142439.50 195760.30 258332.00 ELEVATICN 360.00 364.21 368.42 372.63 376.84 381.05 385.26 389.47 393.68 397.89 o STORAGE 1593.25 1849.39 2113.00 2384.10 2662.67 2949.43 3246.07 3552.69 3869.28 4195.84 OUTFLOW 331558.70 415288.70 508306.80 610502.00 721823.40 841699.90 970995.001110061.001259029.001418048.00 ELEVATICN 402.11 406.32 410.53 414.74 418.95 423.16 427.37 431.58 435.79 440.00 *** WANING *** MODIFIED POLS ROUTING MAY BE NUMERICALLY LKSffiBLE FCR OUTFLOWS BEIWEEN 258332. TO 1418048. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCTLLKnONS CR CUTFLCW5 GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 143 KK AH5 SUBBASIN RUNOFF DATA 145 BA SUBBASIN CHARACTERISTICS TAREA .74 SUBBASIN AREA 144 PB 40 PI PRECIPriKnON DKTA SICRM 5.30 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPnTOTON PATTERN .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 .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 .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 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 146 LS INITIAL ABSIRACTICN CURVE NUMBER PERCENT IMPERVIOUS AREA 147 UD SCS DWENSICNLESS UNTIGRAPH TIAG .21 IfG o 317. 29. 1062. 17. 1411. 11. 1200. 6. UNIT HYDRCGRAPH 15 END-OF-PERICD CRDINKTES 731. 416. 250. 1. 145.84.50. 148 KK CCMBDE 149 HC HYDRCGRAPH CCMBINATICN ICCMP 2 NUMBER OF HYDRCGRAPHS TO CCMBINE 150 KK DEIMELRO SE DETOIN AT MELROSE WTIH RECTW3ULAR 5.6'WIDE BY 4'TALL ORIFICE AT EXISTING CULVERT SEE ENVELOPE DATED 1-14-04 IN JOB FILE 13182-D FOR BACKUP HYDROGRAPH RCuntG DATA 154 RS O STCRASE ROUTING NSTPS ITYP RSVRIC 1 NUMBER CF SUBREACHES STCR TYPE CF INITIAL CCNDITICN -i.oo INITIAL conrncN .00 WCRKIN3 R AND D OTFFICTEOT 155 SV 157 SQ 159 SE STORAGE DISCHARGE ELEVATION .0 33.4 0. 458. .0 45.8 55. 482. .2 52.6 153. 494. .5 216. 1.1 264. 2.3 305. 4.6 341. 8.7 374. 14.8 404. 23.0 431, 308.00 310.00 312.00 314.00 316.00 318.00 320.00 322.00 324.00 326.00 328.00 330.00 331.00 *** WffNBC *** MODIFIED EULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. ID 153. THE ROOTED HYDRCGRAEH SHOULD BE EXAMINED PCR OSCHIATICNS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) 161 KK AH5-AH6 HYDRCGRAPH ROUTING DATA 162 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NLWBER CF SUBREACHES STCR TYPE CF INITIAL O3NDITION -1.00 DJITIAL CCNDrnCN . 00 VCRKfflG R AND D COEFFICIENT 163 RC NORMRL DEPTH CHANNEL o ANL ANR RLNTH SEL ELMAX .080 .080 .080 5000. .0020 .0 LEFT CVERBANK N-VBLUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REBCH LENGTH ENERGY SLOE MAX. ELEV. FOR STORAGE/OUTFLOW CHLCULATKN 165 RY 164 RX ELEVATKN DISTANCE CROSS-SECnCN DA3JV --- LEFT CVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 320.00 300.00 280.00 260.00 260.00 280.00 300.00 320.00 .00 120.00 150.00 300.00 420.00 550.00 650.00 750.00 ODMRJTED SIDRAGE-OUTFLDW-ELEVAnON DATA SICRAGE .00 51.51 119.05 202.61 302.19 417.80 549.44 695.19 848.86 1009.98 OUTFLOW .00 729.28 2510.62 5354.12 9357.78 14631.98 21288.31 30619.31 42136.63 55269.51 ELEVATION 260.00 263.16 266.32 269.47 272.63 275.79 278.95 282.11 285.26 288.42 SICRAGE 1178.53 1354.52 1537.95 1729.11 1931.72 2146.91 2374.70 2615.08 2868.05 3133.61 OUTFLOW 70027.03 86421.19 104467.00 124111.10 145445.90 168696.50 193914.10 221163.70 250513.00 282029.60 ELEVATION 291.58 294.74 297.89 301.05 304.21 307.37 310.53 313.68 316.84 320.00 166 KK AH6 * 168 BA SUBBASLN RLNOFF DKTA SLBBASIN CHARACTERISTICS TBREA . 91 SU8BASIN AREA o 167 PB 40 PI PRECIPnKnCN EfOA STORM 5.20 BftSIN TOTRL PRBCEPrifflTCN o 169 LS 170 UD JNCREMENDVL PRECIPnATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RATE STRTL OWNER RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSIRACnCN CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UNTT3WPH TIA3 .26 IA3 248. 75. 838. 48. 1387. 31. 1439. 20. HOT HHKCGRAPH 18 END-OF-PERKD CHDBKTES 1156. 726. 453. 13. 8. 4. 295. 0. 187.119. 171 KK * CCMBJNE * 172 HC HYEFCOiAPH CCMBINKnCN ICCMP 2 NtMBER OF HffiRCGRAPHS TO CCWBINE 173 KK * DEINFARA * DAY * * DETAIN AT PROPOSED FARADAY CROSSING 5x5 RCB SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D FOR BACKUP HYDROGRAPH ROUTING DATA 176 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES HYP STOR TYPE OF INITIAL CONDITION RSVRIC -1.00 INITIAL OCNDnTON X .00 VCRKING R AND D COEFFICIENT 177 SA AREA .0 7.1 .2 .4 .9 1.3 1.8 3.1 4.3 5.4 6.2 179 SE 181 SQ 182 SE ELEVATION 221.84 224.00 226.00 228.00 230.00 232.00 234.00 236.00 238.00 240.00 242.00 DISCHARGE 0. 100. 200. 300. 400. 500. 600. 683. 700. ELEVATION 221.84 225.91 228.46 231.55 231.90 234.72 238.56 244.16 245.43 COMPUTED STORAGE-ELEVATICN DATA STORAGE ELEVATION .00 221.84 .14 224.00 .75 226.00 2.08 228.00 4.31 230.00 7.39 232.00 12.19 234.00 19.55 236.00 29.19 238.00 40.74 240.00 STORAGE ELEVATICN 54.02 242.00 COMPUTED STORACE-OUIFLCW-ELEVATICN DATA o STORAGE OUTFLOW ELEVATICN STORAGE OUTFLOW ELEVATION .00 .00 221.84 12.19 474.47 234.00 .14 53.07 224.00 14.56 500.00 234.72 .72 100.00 225.91 19.55 533.33 236.00 .75 103.53 226.00 29.19 585.42 238.00 2.08 181.96 228.00 32.25 600.00 238.56 2.52 200.00 228.46 40.74 621.21 240.00 4.31 249.84 230.00 54.02 650.68 242.00 6.62 300.00 231.55 70.43 682.50 244.16 7.21 400.00 231.90 81.14 700.00 245.43 7.39 403.55 232.00 • WARNING *** MODIFIED PULS ROUTTN3 MAY BE NUMERICALLY UNSTABLE FOR OUTFIOWS BETWEEN 0. TO 53. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FOR CSdLLATICNS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LCNGER REACH.) 183 KK AH6-7 * ROUTE AH6 THROUGH AH7 HYDRCGRAPH ROUTING DATA 185 RS STORAGE ROUTING NSTPS TIYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CCNDITICN -1.00 INITIAL CCNDTITCN . 00 VCRIONG R AND D COEFFICIENT 186 RC NORMAL DEPTH CHANNEL ANL .080 ANCH .080 ANR .080 RLNTH 2800. SEL . 0200 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE ELMAX .0 MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATION c 188 RY 187 RX CROSS-SECTION DATA — LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK - — ELEVATION 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 DISTANCE .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 *** COMPUTED SfmafK-n Tm ru-ET KVATTfrc DKTA STORAGE .00 28.69 66.02 112.02 166.66 229.96 301.92 381.74 466.89 557.16 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVATION 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 652.57 753.10 858.76 969.44 1083.76 1201.27 1322.00 1445.93 1573.06 1703.40 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** WARNING *** MDIFTED PULS ROUTING MAY BE NUMERICALLY UNSTABLE PCR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSdLLKTICNS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) 189 KK AH8 o SUBBASIN RUNOFF DATA 191 BA SUBBASIN CHARACTERISTICS TAREA . .31 SUBBASIN AREA PRECIPITATION DATA 190 PB 40 PI STORM 5.00 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 c 192 LS 193 UD SCS ICES ROTE SIKIL CRVNBR KI1MP .17 INITIAL ABSTRACnCN 92.00 OTVE NUMBER .00 PERCENT IMPERVIOUS AREA SCS DIMENSIONLESS UNTIGRAPH TLBG .10 LBG 679.1005.441.171. UNIT HYERCGRAPH 8 END-OF-PERICD CRDINATES 65. 25. 10.3. 194 KK AH8-7 * ROUTE AH8 THROUGH AH7 HYDRCGRAPH ROUTING DATA 196 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL OCNDITICN -1.00 INITIAL CCNDTTICN .00 WORKING R MO D COEFFICIENT 197 RC o NORMAL DEPTH CHANNEL ANL .080 ANCH .080 ANR .080 RINTH 3260. SEL .0200 ELMAX .0 LEFT OVERBBNK N-VALUE MAIN CHBNNEL N-VAUUE RIGHT OVERBfiNK N-VALUE RESCH LEMGTH ENERGY SLOPE MAX. ELEV. FOR STORM3E/OUTELOW CALCULATION 199 RY 198 RX ELEVATION DISTMCE CROSS-SECnCN DATA — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK — 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 COMPUTED SIORa3E-OUTFLCW-ELEVATICN DATA SICR2GE .00 33.40 76.87 130.42 194.04 267.74 351.52 444.45 543.59 648.70 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVATION 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 759.78 876.82 999.84 1128.71 1261.80 1398.63 1539.18 1683.47 1831.49 1983.24 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** WARNING *** MXIFIED POLS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCTLLATICN3 CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CBN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER RESCH.) 200 KK AH7 o 202 BA SUBBASIN RLNDFF DKIA SUBBASIN CHARACTERISTICS TAREA 1.12 SUBBASIN AREA PRECTPITATICN DATA 201 PB 40 PI STORM 5.20 BASIN TOTAL PRECTPnATKN o 203 IB BCREMEflTIAL PRECIPITOITCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RAIE STRTL CRVMBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 82.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 204 UD SCS DIMENSICNLESS tNTIQWPH TLA3 .42 IfG UtET HYERCGRAPH 27 END-OF-PERICD CRDINA2E3 101. 308. 643. 989. 1160. 1161. 1037. 336. 257. 191. 142. 106. 79. 58. 18. 14. 11. 8. 6. 4. 1. 862. 44. 627. 33. 453. 24. 205 KK * COWINE * COMBINE BASINS AH7 WTIH AH6 AND AH8 207 HC HyDRCQRAPH CCMBINATICN ICCMP 4 NUVEER CF HOLOGRAPHS TO COMBINE o 208 KK AH7-AH9 * RCUIH AH7 THROUGH AH9 HYERCGRAPH ROUTING DATA 210 RS STORAGE ROUTDG NSTPS HYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION -1.00 INITIAL CONDTITCN .00 WORKING R AND D COEFFICIENT 211 RC NORMAL DEPTH CHANNEL ANL ANCH ANR RLNIH SEL ELMAX .080 .080 .080 5260. .0070 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. PDR SIORA3E/CUTH£W CALCULATICN 213 RY 212 RX ELEVATKN DISTANCE CROSS-SECITCN DATA --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 200.00 180.00 140.00 100.00 100.00 140.00 180.00 200.00 .00 80.00 200.00 250.00 650.00 950.00 1200.00 1300.00 COMPUTED SIIDRAGE-OUTFKW-ELEVATICN DATA STORAGE .00 268.85 566.97 894.36 1251.02 1636.94 2052.13 2496.59 2970.46 3474.96 OUTFLOW .00 10100.04 32719.43 65746.57 108697.60 161506.20 224288.20 297253.90 386553.00 496341.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORAGE 4010.40 4576.79 5174.11 5802.38 6461.59 7151.73 7872.56 8623.50 9404.54 10215.70 OUTFLOW 618736.80 754203.80 903144.601065937.001242949.001434537.001641278.001863359.002101031.002354605.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 *** WARNTNS *** MODIFIED PUTS RCUTffiG MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 1641278. TO 2354605. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCTLLAITCN3 OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASTN3 THE TIME INTERVAL CR INCREASING STORAGE (USE A ICNSR REACH.) 214 KK AH9 SUBBASIN RUNOFF DATA 216 BA SUBBASIN CHARACTERISTICS TAREA 1.00 SUBBASIN AREA 215 PB 40 PI PRECIPITATION DATA STORM 5.00 BASIN TOTAL PSECIPTTATTCN INCREMENTAL PRECIPITATION PATTERN .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 217 LS 218 SCS ICES RATE STRTL OWNER KITMP .30 INITIAL ABSTRACTION 87.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA SCS DMNSICNLESS UNTIGRAPH TIA3 .31 IfC o 187. 142. 603. 96. 1164. 65. 1382. 44. UNIT HYEROGRAPH 20 END-OF-PERICD CRDINATES 1295. 1035. 676. 30. 20. 14. 450. 10. 312. 6. 208. 3. 219 KK * COMBINE * 220 1C HYEROGRAPH CCMBINATICN ICCMP 2 NUMBER OF HYERCGRAPHS TO COMBINE 221 KK AH9-10 223 RS ROUTE AH9 THROUGH AKLO (MXIFIED PULS) HYEROGRAPH ROUTING DATA STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP STOR TYPE OF INTTIAL CONDITION o 224 SV 225 SQ RSVRIC X STORAGE DISCHARGE -1.00 INITIAL CCNDITICN .00 WCRKDG R AND D COEFFICIENT 4.5 7.5 12.8 500. 1000. 2000. 35.0 60.0 88.1 101.9 4000. 6000. 8000. 9000. 226 KK AttLO 228 BA 227 tB 40 PI SUBBSSIN KUN3FF DMA SUBBASIN CHARACTERISTICS T3VREA .66 SUBBASDJ AREA PREClPTIHnCN DA2A SIOW 4.80 BASDJ TOTAL o 229 IS 230 LD DCREMENffiL PRECIPnATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DCTIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSIRACTICt .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 g .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NtMBER PERCENT IMPERVIOUS AREA SCS D3MEN3ICNLESS IKTICTiAPH TLAG .17 IA3 441. 12. 1346. 5. 1417.918. HOT HYDRCGRAPH 12 END-OF-PERIOD ORDINAIES 461. 251. 133.70.38.20. c 231 KK * CEMBINE * 232 HC HYEROGRAPH OCMBINBTICN IOMP 2 NLMBER OF HYERCGRAPHS TO CTMBINE 233 KK * AKLO-RCA * ROUTE AH10 THROUGH RCA HYDRCGRAPH ROUTIN3 DATA o 235 RS 236 RC STORAGE ROUTING NSTPS mp RSVRIC X 1 NLWBER CF SUEREACHES STOR TYPE CF INITIAL, CENDITICN -1.00 INITIAL CCNDITICN .00 WCRKING R SO D COEFFICIENT NORMAL DEPIH OM1NEL ANL .030 I£FT OVERBfflJK N-VALUE «CH .030 MAIN CHWNEL N-VAU3E MJR .030 RIGHT OVERBBNK N-VALUE RLNIH 2780. REBCH LENSTH SEL .0070 ENERGY SLOPE ELMfiX .0 MAX. ELEV. PCR STCRflSE/CUTFLCW CMJCULRTICN 238 RY 237 RX ELEWATICN DISIMKE CROSS-SECnCN DATA --- LEFT OVERBANK --- + MAIN OENNEL + --- RIGHT OVERBANK --- 50.00 48.00 46.00 42.00 42.00 44.00 46.00 48.00 .00 10.00 26.00 35.00 52.00 95.00 100.00 120.00 CEMPOTED SIDRftSE-OUTFLCW-ELEWaTCN DfflA STORflGE OUTFLOW EUa/KTICN SIOWGE OUTFLOW ELEVATION .00 .00 42.00 15.06 2130.48 46.21 .59 18.82 42.42 17.25 2611.57 46.63 1.45 68.05 42.84 19.65 3146.47 47.05 2.58 151.26 43.26 22.25 3738.45 47.47 3.98 273.54 43.68 25.05 4390.81 47.89 5.64 449.02 44.11 28.02 5123.39 48.32 7.41 698.27 44.53 31.04 5923.25 48.74 9.24 991.82 44.95 34.13 6783.23 49.16 11.12 1327.95 45.37 37.27 7702.43 49.58 13.05 1705.44 45.79 40.46 8680.24 50.00 WBRN3N3 *** MODIFIED PULS ROUTING MRY BE NUYERICHLLY UNSTABLE FOR OUTFLOWS BETOKEN 6783. TO 8680. THE ROUTED HYERCGRAPH SHOULD BE ESMDJEO FOR CSCILLATICN5 OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CBN BE CORRECTED BY DECREASIN3 THE TIME INTERVAL CR INCREASING STORAGE (LEE A LCNGER REACH.) 239 KK RCA o 241 Eft SUBBASDJ RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA . 11 SUBBASIN AREA mm 240 PB 40 PI STORM 5.00 BASIN TOTAL PRECIPITAnCN 242 LS INCREMENTAL PRECIPrmrjCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS RATE SIKlli CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .35 85.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRBCnCN CURVE NUMBER PERCENT IMPERVIOUS AREA 243 UD SCS DIMEN5ICNLESS UNTItSAPH TUG .07 IfG 398.323.93.27. UNIT HHKCGRAPH 6 END-OF-PERIOD ORDINATES 8. 3. 244 KK AGUA * HEDICNDA TOTAL DISCHARGE COMBINE AH10 AND RCA 246 HC HYDRCOiAPH CCMBINATICN ICCMP 2 NUMBER OF HTCKCGRAPHS TO COMBINE C o 247 KK Cl BASN1 FRCM OXKIY OF SAN DIECO CAU3 249 IN TIME DATA FOR INPUT TIME SERIES JXMDJ 30 JXDATE 1 0 JJCTIME 0 SUHBAS1N KUCFF DATA. TIME INTERVAL IN MINUTES STARTING OKIE STARTING TIME 256 BA SUBBASIN CHARACTERISTICS TAREA .87 SLBBASIN AREA. DATA 250 FB 251 PI SICRM 5.50 BASIN TOIAL PRECTPITATICK 257 LS INCREMENTAL PRECIPITAnCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL CURVE Ml PERCENT .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTICN PEER IMPERVIOUS AREA 258 UD SCS DIMENEICNLESS IWTIGRAPH TLAG .41 LAG LNTT HYDROGRAPH 27 END-OF-PERIOD CREMATES 83. 255. 535. 805. 925. 918. 805. 249. 188. 136. 102. 75. 56. 41. 12. 9. 7. 5. 4. 2. 0. 653. 31. 462. 23. 336. 17. o 259 KK * GOK1MEL *ROSE DE3MN NEAR N. MELKOSE HYDRCGRAPH RDUTDC DATA 261 RS STCRAGE ROUTING N51PS ITYP RSVRIC X 1 NUMBER CF SUBREftCHES SICR TYPE CF INITIAL CCNDITICN -1.00 INTTIAL OJCmCN . 00 WORKING R AND D COEFFICIENT 262 SV 263 SQ 264 SE STCRSGE DISCHARGE ELEVATION .0 0. 326.95 .3 454. 335.00 1.1 689. 338.00 3.4 770. 340.00 21.5 963. 345.00 *** WARNBG *** MODIFIED PULS ROTTING MAY BE NUMERICALLY UNSTABLE FCR COTELCWS BEIWEEN 0. TO 454. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FCR CSOLLATICNS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) O 265 KK C1-C2 * ROUTE Cl THROUGH C2 HYDRCGRAPH ROUTDC DA1R 267 RS STORAGE ROUTING ITYP RSVRIC X 1 NLMBER OP SUBREACHES SICR TYPE OF INITIAL CONDITION -1.00 INITIAL CCNDmCR .00 WORKING R MD D COEFFICIENT 268 RC NCW5VL DEPTH CHAMJEL ANCH WR RINTH SEL ELMAX .060 .080 .060 18380. .0140 .0 LEFT CWERBANK N-VAUJE MAIN CHWMEL N-VAUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR SIORAGE/OUTFU3W CALCULATION 270 RY 269 RX ELEVATION DISTANCE CRCSS-SECnON DKTA --- i£FT OVERBANK --- + MAIN CHANNEL --- 300.00 280.00 260.00 240.00 240.00 .00 80.00 300.00 600.00 650.00 --- + --- RIGHT OVERBANK --- 260.00 280.00 300.00 1000.00 1350.00 1700.00 COMPUTED SIORAGE-CUrELCW-EIEVKnON DATA STORKS .00 135.00 406.75 815.26 1360.52 2042.53 2861.30 3813.07 4885.71 6078.27 OUTFLOW .00 1153.86 5146.52 13089.18 25976.30 44711.89 70134.98 108385.70 158375.70 218660.80 ELEVATION 240.00 243.16 246.32 249.47 252.63 255.79 258.95 262.11 265.26 268.42 SIORME 7390.74 8823.15 10375.47 12046.08 13813.70 15671.79 17620.34 19659.36 21788.86 24008.81 OUTFLOW 290153.10 373681.00 470025.30 580577.20 706398.30 846456.201001097.001170690.001355616.001556263.00 ELEVATION 271.58 274.74 277.89 281.05 284.21 287.37 290.53 293.68 296.84 300.00 271 KK C2 273 BA 272 PB 251 PI o 274 LS SUBBASIN RUNCFF DATA SUBBASIN CHARACTERISTICS 1RREA PRECIPITATION STORM INCREMENTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RA1E STRTL CRVNBR RUMP 2.72 E*ra 5.30 SUBBASIN AREA BASIN TOTAL PRECIPITATION PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .01 .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 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PERCENT IMPERVIOUS AREA .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 275 UD SCS DMNSICNLESS UNTIGRAPH TLfE .48 L/C 181. 1058. 79. 1. UNIT HKEROQWPH 31 EN3-OF-PERICD CRDTNATES 538. 1100. 1820. 2339. 2509. 2466. 2205. 1870. 1418. 810. 635. 494. 373. 292. 226. 173. 132. 102. 62. 47. 36. 28. 23. 18. 13. 9. 5. 276 KK OCMBQJE * 277 HC HXERCGRAPH OMBINATICN ICXMP 2 NLMBER CF HYERCGRAPHS TD CEMBINE 278 KK DETCALA EETAIN AT CALVERA LAKE BEFCRE DAM IMPROVEMENTS HYDROGRAPH ROTTING DATA 281 RS STORAGE ROUTING NSTPS rnfp RSVRIC X I NUMBER CF SUBREALHES ELEV TYPE CF INITIAL crNDITXON 209.00 INITIAL OCNDrTION . 00 WORKING R AND D O3EFFTCIEOT 282 SA AREA 21.0 24.0 27.0 30.0 33.0 35.0 38.0 39.5 41.0 43.0 283 SE ELEVATION 208.00 210.00 212.00 214.00 216.00 217.00 218.00 219.00 220.00 221.00 284 SS SPILLWAY CREL SPTOD OOQW EXPW 216.50 SPILLWW CREST ELEVKTICN 150.00 SPILLWVY WIDIH 2.64 WEIR CEEFFTCIEWr 1.50 EXPCNEOT OF HEAD OCMFUIED SICRASE-ELEVATICN MOA SICRAGE ELEWfflCN .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 OMTOED OUTFUCW-ELEWATICN DATA OUTFLOW ELEVATION CUTELOW 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 SICRAffi-OUTELOW-ELEVfiTICN DATA STORAGE OUTFLOW ELEVATION .00 .00 208.00 44.97 .00 210.00 95.94 .00 212.00 152.91 .00 214.00 215.89 .00 216.00 232.63 .00 216.50 233.11 .65 216.51 234.53 5.19 216.56 236.90 17.50 216.63 240.24 41.49 216.72 STORAGE 244.56 249.88 256.25 263.72 272.34 282.17 286.37 293.26 305.56 319.10 OUTFLOW 81.03 140.01 222.33 331.87 472.52 648.18 727.50 862.73 1120.06 1424.06 ELEVATION 216.85 217.00 217.18 217.39 217.63 217.89 218.00 218.18 218.50 218.85 STORAGE 325.12 333.93 350.10 365.37 367.65 OUTFLOW 1565.33 1778.62 2187.61 2592.97 2654.95 ELEVATION 219.00 219.22 219.63 220.00 220.06 386.70 407.36 3184.51 3780.19 220.51 221.00 o 285 KK C2-C3 * ROUTE C2 THROUGH C3 HXDRCGRAffl ROUTING DATA 287 RS 288 RC STORAGE ROUTING NSTFSTIYP RSVRIC X 1 NIMBER OF SUBREACHES SICR TYPE OF INITIAL CCNDTTICN -1.00 DJITIfiL CONDITION .00 WORKING R AND D COEFFICIENT NORMAL DEPIH CHANNEL ANL ANCH WR RLNTH SEL ELMAX .050 .060 .050 5620. .0210 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATION 290 RY 289 RX ELEVATION DISTANCE CRCSS-SECnCN DATA --- LEFT OVERBANK --- + VKW CHANNEL + --- RIGHT OVERBANK --- 200.00 160.00 120.00 100.00 100.00 120.00 140.00 160.00 .00 200.00 250.00 300.00 800.00 900.00 1100.00 1400.00 CCMHJTEO SICRAGE-OUTFLOW-ELEVATICN DATA STORAGE .00 352.92 732.65 1139.18 1572.78 2042.30 2552.03 3101.96 3693.53 4339.95 OUTFLOW .00 28999.61 93310.91 186085.70 307588.40 466632.80 656751.60 879534.701135227.001426614.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORA3E 5044.46 5807.04 6620.45 7454.95 8307.33 9177.57 10065.68 10971.66 11895.51 12837.23 OUTFLOW 1758591.002133645.002568418.003060373.003598547.004181839.004809623.005481520.006197308.006956868.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 *** KRRNDG *** WDIFIED HJLS RCOTDG MAY BE NUMERICALLY LNSTOBIJ3 FOR OUTFLOWS BETWEEN 307588. TO 6956868. THE ROUTED HYDRCGRAPH 3CULD BE EXAMINED FOR OSdLLAnONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A IOGER REACH.) 291 KK C3 294 BA 293 FB 251 PI AREA ADJUSTED TO INCLUDE CAIAVERA HILLS ii (+0.03 SQ. MI.) SUBBASIN RLNGFFDATA SUBBASIN CHARACTERISTICS TAREA .88 SUBBASIN AREA DATA STORM 5.10 BASIN TOTAL PRECIPITAnCN INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 295 LS SCS LOSS ROTE STRTL CRVNBR RTIMP .25 INITIAL ABSTRACTION 89.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 296 UD SCS DEWEICMESS UNTIQ^APH HAG .20 LAG 425. 27. 1401. 17. 1749. 10. 1405. 3. UNIT HYERCGRAEH 14 E*O-OF-PERICD ORDINATES 786. 452. 257.149.85.48. 297 KK * OMBINE * 298 HC HXER03RAPH COMBINATION IOCMP 2 NUMBER OF HYEROGRAPHS ID COMBINE 299 KK DEINBJB EEDUN AT DOWJSTREAM END OF BASIN C3 AKA BASIN BOB ELCW-TRU BASIN EXISTING BASIN WITH 10'X7' BOX & 72" RCP HKERCGRAPH ROUTING DATA o o 302 RS 303 SV 305 SE 307 SQ 309 SE STORAGE ROUTING NSTPS 1 nyp STOR RSVRIC -1.00 X STORAGE ELEVATION DISCHARGE ELEVATION NLMBER OF SUBREACHES TYPE OF INITIAL CCNDITION INITIAL OCNDrnCN . 00 WORKING R AND D COEFFICIENT .0 17.7 62.00 72.00 0. 855. 62.00 75.00 .0 25.2 63.00 73.00 100. 885. 64.65 75.35 .0 35.1 64.00 74.00 200. 1000. 66.21 76.72 .1 47.5 65.00 75.00 300. 67.52 *** .2 .6 62.7 66.00 67.00 76.00 400. 500. 68.68 70.02 1.2 2.3 3.8 68.00 69.00 70.00 600. 700. 760. 71.58 73.27 74.32 OOMPUTED SIORAGE-OUnTIOW-ELEVATTCN DATA STORAGE .00 OUTFLOW .00 ELEVATION 62.00 STORAGE 1.95 OUTFLOW 400.00 ELEVATION 68.68 STORAGE 39.05 OUTFLOW 760.00 ELEVATION 74.32 .00 37.74 63.00 2.29 423.88 69.00 42.40 819.00 74.59 .02 75.47 64.00 3.78 498.51 70.00 47.48 855.00 75.00 .06 100.00 64.65 3.82 500.00 70.02 52.82 885.00 75.35 .08 122.44 65.00 5.30 550.00 70.80 62.74 939.56 76.00 .23 .30 186.54 200.00 66.00 66.21 13.33 17.66 600.00 624.85 71.58 72.00 73.73 1000.00 76.72 .57 .91 1.23 260.31 300.00 341.38 67.00 67.52 68.00 25.24 27.90 35.08 684.02 700.00 741.71 73.00 73.27 74.00 5.3 70.80 819. 74.59 *** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BEIWEEN 0. TO 187. THE ROUTED HYEROGRAPH SCOLD BE EXAMINED FOR OSCULATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LCM3ER REACH.) WARNING — ROOTED OUTFLOW ( 1007.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING -— RCOTED OUTFLOW ( 1015.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1020.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1025.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROOTED OUTFLOW ( 1027.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROTTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1027.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROOTED OUTFLOW ( 1025.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1022.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1018.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1014.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROOTED OUTFLOW ( 1008.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STOOGE-OUTFLOW TABLE WARNING --- ROOTED OUTFLOW ( 1002.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE ^^^^1 311 KK DIVCC 0 DT DI DQ ADJUSTED RBC DI CARD SO 300 CFS TO CALAVERA PER 12/04 REPCKT PORTTCN OF BJB FLOW DIVERTED TO NORTH SIDE OF WALL ASSUMES THE IAST 500 CFS CF A lOO-TO STCR-I WILL BE DIVERTED FLOS LESS THBN 300 WILL REMAIN IN CHLAVERA CREEK THE MECHBNIEM FCR DTVERTTN3 THIS 500CFS WILL BE THE RESPCMSIBrLnY CF RCBERI9CN RANCH DURING FINAL DESIGN DIVERSION ISIAD DIVNCKIH DIVERSICN HYDROGRAPH IDENTIFICATION INFLOW DIVERTED FLOW .00 300.00 901.00 1029.00 .00 .00 500.00 571.00 321 KK C4 323 BA 322 PB 251 PI SUBBASIN RUNOFF DATA SUBBASDJ CHARACIERISnCS TAREA 1.24 SUBBASIN AREA ERECIPITKriCN DATA SICRM 5.20 BASIN TOTAL PRECIPITKriCN 324 LS 325 UD INCREMENTAL PRECIPITATTCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRTL OWNER RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSIRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DOTENSIONLESS UNITGRAPH TLfC .51 LA3 c 70. 548. 47. 4. 206. 419. 37. 2. 422. 714. 328. 262. 29. 22. 0. UNIT mDROGRAEH 33 END-OF-FERIOD CRDINATES 946. 1069. 1074. 1002. 883. 731. 206. 158. 125. 99. 77. 59. 18. 14. 11. 9. 7. 5. 326 KK OCMBBJE 327 HC HffiROGRAPH COMBINATION EXMP 2 NLMBER OF HYDROGRABE TO OCMBINE 328 KK C3&-RCC * o HYDRCGRAffl RDUIE C3 AND C4 THROUGH ROC 330 RS STORAGE ROUTING N5IPS TIYP RSVRIC X 1 NUMBER OF SUBRESOES SIOR TYPE OF INITIAL OONDH10N -1.00 INITIAL CONDITION . 00 WORKING R AND D CDEFFICIEWT 331 RC NORMHL DEPTH OHBNNEL ANL ANCH ANR R1NIH SEL ELMAX .030 .040 .030 3900. .0160 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REBCH LHGIH ENERGY SLOPE MAX. ELEV. FOR SICRA3E/OUIFLOW CALCULATICN 333 RY 332 RX ELEVATION DISIHNCE CROSS-SECnCN DMA --- LEFT OVERBBNK --- + MAIN CHANNEL + — RIGHT OVERBANK 48.00 48.40 48.00 42.00 42.00 46.00 46.00 48.00 .00 190.00 280.00 300.00 310.00 325.00 390.00 820.00 COMEUIED SICraGE-OUTELOW-ELEVAnON STORAGE OUTFLOW ELEVATION .00 .00 42.00 .34 8.00 42.34 .75 26.64 42.67 1.23 55.11 43.01 1.78 93.73 43.35 2.41 143.10 43.68 3.10 203.89 44.02 3.87 276.76 44.36 4.72 362.44 44.69 5.63 461.59 45.03 STORAGE OUTFLOW ELEVATION 6.61 574.92 45.37 7.67 703 . 08 45.71 9.06 851.16 46.04 13.56 1132.57 46.38 20.28 1601.86 46.72 29.22 2305.50 47.05 40.38 3288.16 47.39 53.75 4591.43 47.73 69.43 90.61 6331.69 8901.05 48.06 48.40 o 334 KK RCC1 SUBBASDJ RUNOFF EKIA 336 BA SUBBAS3N CHARACTERISTICS 1RREA .05 SUBBASINAREA DATA 335 PB 251 PI SICRM 4.80 BASIN TOTHL PKECIPITKnCN 337 IS INCREMENTAL PRECIP.imr.lCN Rj .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS ROTE STRTL OWNER RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INTT] CURVI PERCE .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTWCnCN CURVE NUMBER PERCENT IMPERVIOUS AREA 338 UD SCS DMN5ICNLE3S UNTIGRAPH TLfiG .11 LSG 103.174.87.35. UNIT HYDROGRAPH 8 END-OF-PERIOD CRDINATES 14. 6. 2. 339 KK CAIAVERA CREEK TOIHL DISCHARGE o 341 HC HYDROGRAEH CCMBTNATICN KEMP 2 NUMBER OF HYD30GRAPHS TO CTMBDJE 342 KK KR-tCC * 344 HC AGUA HEDICNDA AND CKLAVERA CREEK (9CUIH OF WALL) TOTAL Q AT ECR BRIDGE HYDROGRAffl COMBINATICN IOCMP 2 NUMBER OF HYDRCGRAttE TO CCMBINE 345 KK REIDIV * 346 DR REIRIEVE DIVERSICN HYDROGRAEH ISIHD DIVNCKIH DIVERSICN HHSOGRAPH IDENnFICKnCN c 347 KK RTO3R * KXJTE DIVERTED FLOW ALCMG THE N353H SIDE OF THE WALL HYDRCGRAEW ROOTBC DAffi 349 RS STOR«3E ROOTING NSTRS TJYP RSVRIC X 1 NUMBER OF SUBRE2OES STOR TYPE OF INITIAL OCNDnTCN -1.00 INITIAL OMDrnCN .00 VCRKIN3 R AMD D COEFFICIENT 350 RC NORMAL DEPTH CHANNEL ANL ANCH ANR RIMH SEL ELMAX .030 .030 .030 4400. .0125 .0 LEFT OVERBMK N-VALUE MAIN CH»«EL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FCR STORAGE/OUTELCW CRLCULATICN 352 RY 351 RX ELEVKTICN DISTANCE CROSS-SECTION DATA --- LEFT OVERBANK --- + ------ MAD) CHANNEL ------- + --- RIGHT CWERBANK --- 50.00 50.00 44.00 40.00 38.00 50.00 50.00 50.00 17.00 20.00 20.10 61.00 108.00 133.00 139.00 140.00 COMPUTED STORSGE-COTFIjCW-ELEVAnCN DATA c STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION 38. 39, 5182, 44, .00 .00 .00 ,00 .82 .32 .52 13.05 38.63 45.49 6635.65 44.95 2.06 82.89 39.26 52.07 8232.74 45.58 4.64 244.39 39.89 58.72 9969.34 46.21 8.06 546.37 40.53 65.47 11841.54 46.84 11.99 971 . 97 41.16 72.30 13846.07 47.47 16.41 1520.95 41.79 79.21 15980.22 48.11 21.32 2199.80 42.42 86.21 18241.64 48.74 26.74 3015.63 43.05 93.29 20628.37 49.37 32.65 3975.79 43.68 100.45 23138.66 50.00 *** WARNBG *** MCDIFTED HIS ROUTIN3 MAY BE NUYERICHLLY LNSTAHLE FOR OUTFLOWS BETWEEN 11842. ID 23139. THE ROUTED HYERCGRAPH SHOULD BE EXSMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY EBCREASIN3 THE TIME INTERVAL OR DKREASBG STORM: (USE A LONGER REACH.) 353 KK ROC2 SUBBASIN RLNDFF DATA 355 BA SUBBASIN CHARACTERISTICS TAREA .21 SUBBASIN AREA PRECIPITATION Eft[TA 354 FB 251 PI STORM 4.80 BASIN TOTAL PRECTPrTAlTCN o 356 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL. ABSTRACTION CURVE MJEER PERCENT IMPERVIOUS AREA O 357 UD SCS DIMEN3ICNLESS LNTIGRAPH TLfiG .19 LAG 120. 5. 380. 3. 437. 1. 313. INIT HYEROCTiAPH 13 END-OF-PERICD CRDINKIES 162. 91. 50.27.15. 358 KK 359 HC BCK * HYER335APH CCMBINKnCN IOMP 2 NtMBER CF HffiRCOWPHS TO OCMBDJE c 360 KK 362 BA 361 PB 251 PI RRCH SUBBASIN RIlilOFF DKffi SUBBASIN CHARACIERISnCS T7WEA .43 SUBBASIN AREA PRECEPIWICN DMA SICRM 4.70 BASIN TOUVL PRECIPITHITCN PRBCIPnKTICN PAlllKTj .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 363 IS SCS LOSS RATE STRTL .30 INITIAL ABSTRACTION CRVNBR 87.00 CURVE NUMBER RTMP .00 PERCENT IMPERVIOUS AREA 364 UD SCS DIMEN5ICNLESS LNITGRAFH TLAG .17 LAG 306.920. 2. 923.558. UNIT HYDRCGRAPH 12 END-OF-PERIOD ORDINATES 279. 147. 77.40.21.11. 365 KK * EX 8X8 * 366 HC HYDROGRAPH COMBINATION ICCMP 2 NUMBER OF HYDROGRAFHS TO CCMBINE 367 KK NURSERY DETAIN AT NURSERY EAST OF EL, OWBD REAL EXISTING S'XS'RCB WITH 3' OF SILT CN BOTTCM ASSUMES EXIST NURSERY PER 2005 O'ERY TCPO HYDROGRAPH ROUTING DATA 371 RS 372 SV 373 SQ 374 SE STORAGE ROUTING NSTPS TIYP RSVRIC X STORAGE DISCHARGE ELEWVTION 1 NUMBER OF SUBREACHES STOR TYPE OF ZNITIAL COMDTTION -1.00 BUTTAL COCrnON .00 WORKING R AND D COEFFICIENT .0 .2 5.7 19.1 38.4 50.1 0. 39. 224. 421. 458. 499. 33.10 34.00 36.00 38.00 40.00 41.00 *** 59.0 592. 41.70 375 KK COMBINE 376 HC HXDROGRAFH COMBINATION ICCMP 2 NUMBER OF HYDRCGRAFHS TO CCMBINE 377 KK DSAH DOfcNSIRESM OF BCR SUBBASIN RLNCFF DKB\ 379 BA SUBBASIN CHARACTERISTICS TAREA . 51 SUBBASIN AREA PRECIPITATION DMA 378 PB 251 PI STORM 4.70 BASIN TOIM, PRECIPITATION o 380 LS INCREMENTAL PRECIPITAnCN PATIERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NtMBER PERCENT IMPERVIOUS AREA 381 UD SCS DIMENSICKLESS INTIGRAPH TWG .28 LH3 117. 55. 385. 36. 691. 23. 761. 15. UOT HYERCGRAPH 19 END-OF-PERICD CRDINATES 659. 469. 292. 10. 7. 5. 194. 3. 128. 1. 83. 382 KK * OMBDE * 383 HC HHSCGRAEH CEMBBKTICN EXMP 2 NtMBER CF HYERDSWEHS TO CCMBINE ^^^^ft OPERATION SmiTCN RLKCFF 9&MKK! FI£W IN CUBIC FEET PER SECOND TIME IN HDURS, AREA IN SQUARE MUSS PERK TIME OF AVERAGE F1OW FCR MAXIMUM PERIOD FDDW PEAK 6-HDUR 24-HOUR 72-HOUR BASIN MAXIMLM TOTE OF AREA STAGE MAX STJGE HYEROGRAPH AT BSNBC1 2744. 10.58 1453.598.576.4.34 ROUTED TO RIBC2 2743. 10.58 1453.597.575.4.34 404.02 10.58 HYERCGRAPH AT BSNBC2 350. 10.C 168.69.66..55 2 COMBINED AT BC1&BC2 3052. 10.58 1620. 666.642. 4.89 ROOTED TO R3BC3 3046. 10.58 1620. 664. 639. 4.89 386.24 10.58 HYERCGRAPH AT BSNBC3 739. 10.C 353.145.139. 1.18 2 COMBINED AT BC25BC3 3693. 10.50 1970.809.779. 6.07 ROOTS) TO RTBC4 3677. 10.58 1969.804.775. 6.07 361.78 10.58 o HYDRCGRAPH AT 2 COMBINED AT BSNEC4 182. 10.00 BC3&BC4 3826. 10.58 85.35. 2053. 839. 33..31 808. 6.38 HYERCGRAPH AT 1673. 10.58 877. 359.346. 2.83 ROOTED TO DEISYC 1663. 10.67 877. 359. 346. 2.83 371.24 10.67 2 COMBINED AT BCSHL 5481. 10.58 2931. 1198. 1154. 9.21 ROOTED TO RTSH2 5172. 10.92 2892. 1180. 1136. 9.21 343.97 10.92 HYERCGRAPH AT AH3 507. 10.08 243. 100. 96. .83 ROOTED TO ROOTED TO DEISHADO 457. 10.50 243. 100. 96. .83 RTBH2 454. 10.67 243. 100. 96. .83 351.83 10.50 321.25 10.67 HYERCGRAPH AT AH2 756. 10.17 366. 149. 144. 1.41 3 COMBINED AT AKL-3SBC 6234. 10.75 3489. 1428. 1376. 11.45 ROUTED TO AH2-AH7 6159. 10.92 3481. 1420. 1368. 11.45 288.06 10.92 HVDROGRAEW AT ROUTED TO HYERDGRAFH AT AH4 416. 10.00 flH4-AH5 399. 10.17 HE 443. 10.08 196. 196. 212. 80. 80. 87. 77. 77. 84. .70 .70 .74 360.70 10.17 2 CCMBINED AT CCMBHE 839. 10.08 ROUTED TO DEIMEUiO 489. 11.00 407. 406. 167.161. 1.44 167. 161. 1.44 330.53 11.00 ROUTED TO HXDROSWEH KT WB-flH6 465. 11.92 flH6 539. 10.08 389. 261. 164. 107. 158. 1.44 262.01 11.92 103..91 2 CCMBINED AT COMBINE 906. 10.17 638.272.262. 2.35 ROUTED TO DEINEfiRA 642. 11.42 607.271.261. 2.35 241.39 11.42 ROUTED TO HYDRCGRAEH AT ffffi-7 641. 11.67 AH8 177. 10.00 607. 83. 270. 260. 2.35 34.33..31 160.88 11.67 ROUTED TO fiHS-7 173. 10.08 83.34.33. .31 160.24 10.C HYERCGRMH AT 4 COMBINED AT ROUTED TO HYERCGRAFH AT 2 CCMBINED AT ROUTED TO HYERCGRAEH AT PKJ 491. 10.33 239. (XMBINE 7305. 10.83 4392. AH7-AH9 7020. 11.17 4376. 491. 10.17 235. OTBINE 7275. 11.08 4596. AH9-10 7207. 11.25 4593. flKLO 332. 10.00 156. 98.94. 1.12 1822. 1755. 15.23 1809. 1743. 15.23 96. 92. 1.00 1905. 1835. 16.23 1990. 1934. 16.23 103.66 11.17 64.61..66 C 2 OTBMD AT OCMBINE 7328. 11.25 ROUTED TO AKLO-RCA 7321. 11.25 HYnROGRAIH AT RCH 54. 10.00 4733. 24. 2053. 1995. 16.89 4732. 2052. 1991. 16.89 10.10..11 49.40 11.25 o 2 CCMBINED AT HYDRCGRAEH AT AGUA 7338. 11.25 4754. 2062. 2000. 17.00 Cl 505. 10.25 249.102.98..87 ROOTED TO ROUTED TO QCDEIMEL 504. 10.25 C1-C2 361. 11.00 249. 102. 235.98. 98. .87 95. .87 335.64 10.25 240.99 11.00 HVDRCGRAEH AT C2 1519. 10.33 760.311.299. 2.72 2 CEMBINED AT CCMBIME 1831. 10.42 988. 409.394. 3.59 ROUTED TO ROUTED TO DBTCftLA 1348. 11.17 C2-C3 1325. 11.33 745.291.280. 3.59 743. 290. 279. 3.59 218.76 11.17 100.24 11.33 HffiRCGRAEH AT C3 475. 10.C 224.91.88..88 2 CCMBINED AT CEMBINE 1501. 11.17 879.381. 367.4.47 O ROOTED TO DIVERSION TO DEBJBJB 1029. 12.50 DIVtCKIH 571. 12.50 851. 381. 367. 4.47 448. 139.134. 4.47 77.06 12.50 AT DIVCC 458. 12.50 403. 242.233. 4.47 HYDRCGRAEH AT C4 629. 10.42 314.128.123. 1.24 2 CCMBINED AT COMBINE 972. 10.50 697. 370.356. 5.71 ROUTED TO C3S.-ROC 963. 10.67 696. 367. 354. 5.71 46.18 10.67 HYDRCGRAEH AT RCC1 26. 10.00 12.5.5..05 2 CCMBINED AT CCTOTAL 981. 10.58 707.372. 359.5.76 2 CCMBINED AT AH-tOC 8199. 11.25 5460. 2434. 2359. 22.76 HYCRCGRAEH AT REIDIV 571. 12.50 448. 139. 134..00 ROUTED TO RTNCR 570. 12.58 447. 139. 134. .00 40.56 12.58 HYDRCGRAEH AT 2 CCMBINED AT RCC2 99. 10.08 46. 19. 18. .21 o BOX 594. 12.58 471. 158. 152. .21 HYEROGRHH KT RRCH 198. 10.00 92. 38. 36. .43 2 CCMBDJED ST EX_8x8 642. 12.50 529. 196. 188. .63 ROUIH) TO NURSERY 534. 14.50 481. 195. 188. .63 41.26 14.50 2 (XMBINEDffr O>BINE 8610. 11.25 5881. 2630. 2547. 23.40 HYERCGRMH AT DSfiH 231. 10.17 110. 45. 43. .51 2 COBDJED AT (XMBINE 8715. 11.25 5982. 2674. 2591. 23.91 *** N3WKL END OF HEC-1 *** HEC-1 ANALYSIS WITH 84" RCP (ROBERTSON'S RANCH DEVELOPED) o * FLCCD HXDROGRAPH PfCKtGE (HEC-1) * JIN 1998 * VERSION 4.1 * * RtNDKIE 22FEB06 TIME 19:21:53 U.S. ARMY CORPS OF ENGINEERS HYDROICGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFCRNIA 95616 (916) 756-1104 X X XXXXXXX XXXXX X XXX XX XX X X X X X XXXXXXX XXXX X XXXXX X X X X X X XXX XX X X X XXXXXXX XXXXX XXX THIS PRCQWM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOW AS HEC1 (JAN 73}, HEC1GS, HECIEB, .AND HEC1KW. THE DEFINITIONS OF VARIABLES -KTIMP- AND -R3TOR- HAVE CHAN3ED FRCM THOSE USED WITH THE 1973-SIYLE INPUT STRUCTURE. THE DEFINnTCN OF -AMSKK- ON RM-CARD »RS CHANGED WITH REVISIONS DMED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK CUIFICW SUBMERGENCE , SINSLE EVENT DAMH3E CAICUJJOTCN, DSS:WRITE STSGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATICN lONEWOTC WAVE: NEW FINITE DIFFERENCE ALGGRTHW O o o PffiE 1 LINE *** FREE *** 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 47 ID *DI ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID rr 10 KK KM IN PB PIPI PI PI PI BA IS UD KK KM RS RC RX RY KK KM PB PI PI PI PI PI BA LS UD HBC-1 INPUT 1 2 3 4 5 6 7 8 9 AGRAM BASELINE PER CITY OF CARLSBAD BUT WTIH 84 INCH INSTEAD OF WEIR WALL. NO MODS TO BASIN BJB CUILET, HISICRIC CALAVERA LAKE, NO BASIN BJ. NEDELS DETENnCN AT ECR WTIH PARK STIE AND 5:1 SLOPE CCNSTRUCIED FTLENZWE: BASE84P.IC1 FINAL 100-YR, 24-HR HYDROLOGIC .ANALYSIS FCR RANCH) CARLSBAD MCBILE HUE PARK INCLUDES DETENnCN BASINS AT EARADAY, MELROSE, BJB, AND BJ INCLUDES DEIEWnCN AT CAIAVERA DAM ASSUMING VALVES ARE OPEN DURING STCFM INCLUDES SPLIT FLOW TO NCKIH SIDE OF WALL IN CAIAVERA CREEK JN: 13182-D FN: RaOO.HCl DATE: DECEMBER 1, 2004 5 0 0 300 4 BSNBC1 BASN1 FRCM COLNTY OF SAN DIEGO CALCS 30 6 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 4.34 0. 93 .739 RTBC2 ROUTE FRCM BASIN BC1 THROUGH BASIN BC2 1 STCR -1 .014 .014 .014 1220 .0098 20 50 70 70 100 100 120 130 410 410 410 400 400 410 410 410 BSNBC2 NCRIH OF SH 78 5.7 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 0.55 0 91 .246 10 .013 .096 .018 .009 .013 .096 .018 .009 o LINE 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 KK KM 1C KK KM RS RC RX RY KK KM EG BA IS ID KK KM 1C KK KM RS RC RX RY KK KM FB BA LS UD KK KM HC KK FB BA LS tt> KK KM RS SV SQ SE BC1&BC2 CXMBINE BASINS BC1 AND BC2 2 R3BC3 ROJIE FRCM BASIN BC2 THROJffl BASIN BC3 1 SICR -1 .060 .080 .060 2000 .0125 767.5 767.9 789.5 830.3 864 390.6 391 391.1 378.25 378 BSNBC3 SOUIH OF SH 78 5.6 1.18 0. 91 .221 BC2&BC3 OCMBINE BASINS BC2 MJD BC3 2 RTBC4 ROUIE FRCM BASDJ BQ THROm BASIN BC4 1 STCR -1 .060 .060 .060 3580 .0072 473 500.1 505.8 546.1 582.3 370.79 370.63 372.1 352.86 353.22 BSNBC4 NEAR OCNFILIENCE WITH A3UA HEDICNDA 5.5 0.31 0. 88 .133 BC3&BC4 OCMBINE BASINS BC3 AND BC4 2 flffl. 5.7 2.83 0. 92 .712 DEISYC DETAIN AT SYCfiMCRE AVE 1 SICR -1 0 0.34 1.57 7.08 26.44 0 622 1521.3 2091.0 2578.3 360 365 370 375 380 889.7 898.6 905.6 387.5 388.2 388.00 654.9 664.5 688.1 374.7 375.75 384.24 o o LINE HEC-1 INPUT ID 1 2 3 4 5 6 7 8. RK3E 3 9 10 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 KK KM HC KK KM RS RC RX RY KK FB BA IS IE BCSHL CEMBINE 2 RTBH2 BUENA CREEK BASINS AND AKL ROUTE BftSIN AttL AND BUEMA CREEK BASINS THROU3I BASIN AH2 1 .060 0 400 AH3 5.4 0.83 0. .227 SICR .080 100 380 92 -1 .060 8180 .007 200 300 600 800 900 360 340 340 360 380 1100 400 KKDEISHBDOW KM RS SV 9Q SE KK KM RS RC RX RY KK PB BA IS UD DETAIN AT SHADOWUDCE 1 0 0 339.5 RTRH2 SICR 1.14 190.8 345 -1 6.25 15.18 21.83 405.0 547.1 618.3 350 355 358 RCUIE ERCM BASIN AH3 1HROIJ! BASIN AH2 1 .060 0 400 AH2 5.4 1.41 0. .356 STCR .080 80 380 87 -1 .060 3000 .013 250 450 500 600 700 340 320 320 340 380 750 400 KKAKL-3&BC KM 1C KK KM RS RC RX RY KK EB BA ISto CCMBINE 3 AH2-AH7 BUENA CREEK BASINS HO MO. AND AH3 WITH AH2 ROJIE HE THROUGH AH7 1 .08 0 400 AH4 5.4 .70 0. .172 SICR .08 150 340 90 -1 .08 7660 .023 300 350 400 470 520 300 280 280 300 340 680 400 o HBC-1 INPUT P«3E 4 LINE ID 1 2 3 4 5 6 7 8 9 10 O 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 KK AH4-AH5 KM ROCJIE MM THRCGffl MB RS 1 SICR -1 RC .06 .08 .06 4900 .016 RX 0 50 100 220 300 450 RY 440 420 380 360 360 380 KK ME PB 5.3 BA .74 LS 0 92 UD .212 KK OCMBINE 1C 2 KKDEIMELRQSE KM DETAIN AT MELROSE KM WTIH REOHNGULAR 5.6'WIDE BY 4'TALL CRIFICE OT KM SEE ENVELOPE DATED 1-14-04 IN JOB FILE 13182-D RS 1 SICR -1 SV 0 .029 .162 .482 1.12 2.30 SV 33.4 45.8 52.6 9Q 0 55.44 152.53 215.71 264.19 305.06 SQ 457.59 482.34 494.26 SE 308 310 312 314 316 318 SE 328 330 331 KK AH5-AH6 RS 1 SICR -1 RC .08 .08 .08 5000 .002 RX 0 120 150 300 420 550 RY 320 300 280 260 260 280 KK AH6 FB 5.2 BA .91 LS 0 93 UD .259 KK COMBINE 1C 2 KKDEINEARADAY KM DETAIN AT PROPOSED FARflDAY CROSSING 5x5 RGB KM SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D RS 1 SICR -1 SA .000 .196 .432 .924 1.32 1.77 SA 7.09 SE 221.84 224 226 228 230 232 SE 242 SO 0 100 200 300 400 500 SE 221.84 225.91 228.46 231.55 231.90 234.72 600 700 400 440 EXISHN3 CULVERT FCR BM3CUP 4.59 8.67 14.8 341.07 373.62 403.56 320 322 324 650 750 300 320 FCR BACKUP 3.09 4.30 S.36 234 236 238 600 682.5 700 238.56 244.16 245.43 23.0 431.42 326 6.20 240 o LINE 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 ID KK KM RS RC RXRY KK FB BA l£ UD KK KM RS RC RX RY KK PB BA LS UD KK KM 1C KK KM RS RC RX RY KK ffi BA LS ID KK 1C KK KM RS SV so 1 AH6-7 ROUIE 1 .08 0 220 AH8 5.0 .31 0 .1 AH8-7 ROUE 1 .08 0 220 AH7 5.2 1.12 0 .420 CCMBINE CXMBH 4 AH7-AH9 ROUIH 1 .08 0 200 AH9 5.0 1.0 0 .307 OMBINE 2 AH9-10 RCUIE 1 4.5 500 2. are THROI STCR .08 50 200 92 tUB THRO SICR .08 50 200 82 OE BASINS AH7 IHRa STCR .08 80 180 87 .AH9 THRa SICR 7.5 1000 HBC-1 INPUT 3 4 5 g 7 8 9 J31 AH7 -1 .08 2800 .02 110 230 350 500 600 650 180 160 160 180 200 220 JQ1 AH7 -1 .08 3260 .02 110 230 350 500 600 650 180 160 160 180 200 220 NT! WITH AH6 AND AH8 J3H AH9 -1 .08 5260 .007 200 250 650 950 1200 1300 140 100 100 140 180 200 EH AKLO (MODIFIED RILS) -1 12.8 35 60 88.1 101.9 2000 4000 6000 8000 9000 PA3E 5 10 O o 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 KK AH10 PB 4.8 BA .66 I£ 0 89 IE .173 KK OCMBINE HC 2 KKAKLO-RCA KM ROUTE AH10 THROUGH RCA RS 1 SICR -1 RC .03 .03 .03 2780 .007 RX 0 10 26 35 52 95 100 120 RY 50 48 46 42 42 44 46 48 KK RCA PB 5.0 BA .11 IS 0 85 ID .071 KK AaKHEDIONDA TOIAL DISCHARGE KM CCMBINE AH10 AND RCA HC 2 KK Cl KM BASN1 FROM COUNTY OF SAN DIEGO CAI£S IN 30 PB 5.5 PI 0 .009 .007 .009 .009 .011 .009 .011 PI .014 .016 .017 .02 .023 .03 .045 .067 PI .082 .041 .027 .023 .021 .02 .019 .017 PI .01 .016 .015 .014 .015 .012 .013 .01 PI .01 .011 .01 .009 .009 .009 .009 .01 BA .87 IS 0 90 ID .409 KKCCDETMEUJC6E KM DETAIN NEAR N. MELKQSE RS 1 STOR -1 SV 0 0.32 1.13 3.37 21.53 9Q 0 454.2 688.8 770.4 962.9 SE 326.95 335.0 338.0 340.0 345.0 KK C1-C2 KM RCUIE d THROU3H C2 RS 1 SICR -1 RC .06 .08 .06 18380 .014 RX 0 80 300 600 650 1000 1350 1700 RY 300 280 260 240 240 260 280 300 .012 .013 .088 .096 .016 .018 .01 .009 .009 o LINE 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 KK PB Bft US IE KK a: KK KM KM RS SA SE SS KK KM RS RC RX RY KK KM PB BA. IS ID KK 1C KK KM KM C2 5.3 2.72 0 91 .480 CEMBBE 2 DEICMA DEIMN AT CHLVERA. LAKE BEFORE DAM IMEROTEMENIS 1 21 208 216.5 C2-C3 ROUE 1 .05 0 200 C3 ELEV 24 210 150 209.0 27 212 2.64 30 214 1.5 33 35 38 39.5 41 216 217 218 219 220 43 221 C2 THRCU31 C3 STOR, .06 200 160 -1 .05 250 120 5620 300 100 .021 800 900 1100 1400 100 120 140 160 AREA. ADJIKIH3 TO INOJCDE CMAVERA HILLS ii (+0.03 SQ. MI.) 5.1 .88 0 .201 CCMBINE 2 DEINBJB 89 DEIMN AT DOWNSTREAM END OF BASIN C3 AKA BASIN BJB FLOW-TOD BASIN EXISTING BASIN * KD 0 2 0 302 303 304 305 306 307 308 309 310 RS SV SV SE SE 93 SQ SE SE 1 0 17.66 62 72 0 855 62 75.0 0 22 SICR .002 25.24 63 73 100 885 64.65 75.35 WITH 10 -1 .02 35.08 64 74 200 1000 66.21 76.72 •X7' BOX .08 47.48 65 75 300 67.52 & 72" RCP .23 .57 1.23 2.29 3.78 62.74 66 67 68 69 70 76 400 500 600 700 760 68.68 70.02 71.58 73.27 74.32 5.30 70.8 819 74.59 * S3 200 400 600 800 1000 1051.6 1120 1200 1250 1292 * SE 64.3 65.7 66.8 67.8 72.5 73.3 74.1 74.8 75.1 75.9 C HEC-1 INPUT PA3E 8 LINE ID 1 2 3 4 5 6 7 8 9 10 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 KK DIVOT KM PCRITCN OF BJB FLOW DIVERTED TO NORTH SIDE OF WALL KM ASSUMES THE 500 KM FLOE TRSfi THAN CFS OF A 100- YR STOSM WILL BE DIVERTED 75 WILL REMHN IN CBIAVERA CREEK KM THE MECHANISM PCR D2VERTIN3 THIS 500CFS WILL BE 84" RO? DIDIVNCRIH DI 0 75 DQ 0 0 KK C4 PB 5.2 BA 1.24 LS 0 88 UD .513 KK COMBINE HC 2 KK C3&-RCC KM RCUIE C3 AND C4 RS 1 STOR RC .03 .04 RX 0 190 RY 48 48.4 KK RCC1 FB 4.8 BA .0545 LS 0 87 UD .108 KK arioiAL 901 1500 500 500 THROUGH RCC -1 .03 3900 .016 280 300 310 325 390 820 48 42 42 46 46 48 KM CMAVERA CREEK TOTAL DISCHARGE HC 2 KK AH+CC KM AGUR HEDKNDA AND CAIAVERA CREEK (SCOIH OF WfiLL) TOTAL Q AT ECR BRIDGE HC 2 KK REIDIV DRDIVNCKIH KK KDKR KM RCUIE DIVERTED FLOW ALCNG THE NCKIH SIDE CF THE WALL RS 1 STCR RC .03 .03 RX 17 20 RY 50 50 -1 .03 4400 .0125 20.1 61 108 133 139 140 44 40 38 50 50 50 o 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 KK EB BA IS UD KK 1C KK re BA IS UD KK 1C KK KM KM KM RS SV S3 SE KK HC KK re BA IS UD KK 1C ZZ R02 4.8 .208 0 87 .185 BOX 2 RRCH 4.7 .425 0 87 .167 EXJ3X8 2 NURSERY DEIMN KT NURSERY EAST OF EL CRMINO REAL EXISTING 8'XS'RCB WTIH 3' OF SILT CN BOTICM ASSLME3 ROBERTSON'S RMCH PARK C3WDBG AT NURSERY 1 STCR -1 0 .195 4.048 12.486 24.396 31.814 37.468 0 39 224 421 458 499 592 33.1 34 36 38 40 41 41.7 CCMBINE 2 nSAHDCWSEIKEM OF ECR 4.7 .508 0 87 .280 CCMBINE 2 INPUT ONE NO. 19 31 SCHEMffllC DBQWW OF STREW NETWORK (V) ROUTTN3 ( —>) DIVERSICN CR RMP FU3W (.) COMECICR (<---) RETURN OF DIVERTED CR KMPED FLOW BSNBC1 V V RIBC2 37 BSNBC2 48 51 BO.&BC2. V V RTBC3 57 BSNBQ 63 EC25BC3. V V RIBC4 72 BSNBC4 78 BC3SBC4. 81 Affl. V V EEISTC 92 95 BCSHL. V V RT8H2 101 106 112 AH3 V V DEISHfiDO V V KTBH2 118 AH2 123 126 MD.-3&BC. V V AH2-AH7 132 137 AH4 V V AH4-AH5 143 148 . CCMBINE V V 150 . DEIMELHD V V 161 . MB-AH6 166 . . flH6 171 . (XMBDJE V V 173 . DEBIEMiA V V 183 . KK--J 189 . . ffB V V 194 . . AH8-7 200 . . AH7 205 OMBINE V V 208 AH7-AH9 214 . AH9 219 CCMBINE V V 221 M19-10 226 . MQO 231 CEMBINE V V 233 flHIO-RCR 239 . RCA 244 A3LR 247 . CL V V 259 . OOKIMEL, V V 265 . C1-C2 271 . C2 276 . OTBINE V 278 285 V DETCHLA V V C2-C3 291 297 . CEMBINE V V 299 . DETNBJB 316 . . >DIVNCRIH 311 . DIVCC 319 . . C4 324 . COMBINE V V 326 . C3&-RCC 332 . . RCC1 337 . CC'lUlAL 340 AH+CC 344 . .< DIVKCKIH 343 . REIDIV V V 345 . KINCR 351 . . RCC2 x' . 356 . BCK 358 . . RRCH 363 . EX_8xB V V 365 . NURSERY 373 CEMBINE 375 . DSflH 380 CCMBINE (***) RtNOFF .ALSO CCMKJIED AT THIS LO3OTCN FLOCD PACKAGE JUN 1998 VERSICN 4 . 1 (HEC-1) * RtN DATE 22FEB06 TIME 19:21:53 U.S. ARMY CORPS OF ENGINEERS HYERQLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 BASELINE PER CITY CF CARLSBAD BUT WTIH 84 INCH INSTEAD OF WEIR WALL. NO MCDS TO BASIN BOB OUTLET, HISTORIC CAIAVERA LAKE, NO BASIN BJ. MXELS DETENTION AT ECR WTIH PARK SITE AND 5:1 SIDPE CCNSTRUCTED FTUENWE: BASE84P.HC1 FINAL 100-YR, 24-HR HYDROICGIC ANALYSIS FOR RANCHO CARLSBfiD VCBTLE HCME PARK INCUDES DETENTION BASINS AT FARADAY, MEUiDSE, BJB, AND BJ INCLUDES DETcNTION AT CAIAVERA DAM ASSUMDC VALVES ARE OPEN DURBG STORM INCLUDES SPLIT FLOW TO NCRIH SIDE OF WALL IN CAIAVERA CREEK ON: 13182-D FN: RC100.HC1 DATE: DECEMBER 1, 2004 18 10 OUTPUT CCWIROL VARIABLES IPRNT 4 PRINT CONTROL IPIOT 0 PLOT CONTROL QSCAL 0. HYDRO3RAPH PIOT SCALE IT HYDRCGRAPH TIME DATA 5 1 0 0000 300 2 0 0055 19 IDATE TTIME NQ NEOATE NDTIME ICEOT MINUTES IN CCMPUTAnON INTERVAL STHRTIN3 DATE STARTING TIME NUMBER OF HYDRCGRAPH ORDINATES ENDBG DATE FADING TIME CENTURY MARK COXPUIKTICN INTERVAL TOTAL TIME BRSE .08 HCURS 24.92 HOURS EN3LISH UNITS DRAINAGE AREA PRECIPITKnCN DEPTH LEM3TH, ELEVATION FLOW SICRAGE VOLJUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECEND ACRE-FEET ACRES DEQUES FAHRENHEIT 19 KK BSNBC1 BASN1 FRCM COUNTY OF SAN DIEGO CALCS 21 IN TIME DATA FOR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTBC DATE JXITME 0 STARTING TIME SUBBASIN RUNOFF IKTA c 28 BA 22 PB 23 PI SUBBASIN CHARACTERISTICS TftREA. 4.34 SUBBASIN AREA PRECIPITATION DATA STORM 6.00 BASIN TOIHL o 29 IS 30 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 9CS LOSS RATE SIKH, CRVNBR RT1MP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 • .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS D1MENSICNLESS DNITGRAPH TLAG .74 LAG UNIT HffiROOWPH 46 END-OF-PERICO ORDINATES 93. 2542. 523. 91. 17. 302. 2348. 437. 76. 14. 576. 2124. 366. 65. 11. 950. 1843. 308. 54. 8. 1436. 1502. 260. 45. 5. 1949. 1222. 217. 38. 2. 2344. 1025. 183. 32. 2587. 858. 151. 28. 2678. 725. 129. 24. 2670. 620. 107. 21. 31 KK RIBC2 * ROUTE FROM BASIN BC1 THROUGH BASIN BC2 HXEROSAPH RCUITN3 DATA 33 RS STORAGE ROUTTN3 NSTPS ITYP 1 NUMBER OF SUBREACHES SICR TYPE OF INITIAL CONDITION 0 RSVRIC X -1.00 INITIAL CCNDTTICN .00 WCRKIN3 R AND D COEFFICIENT 34 RC N3MAL DEPIH CHANEL ANL .014 LEFT CVERBANK N-VAIZE ANCH .014 MAIN CHANNEL N-VALUE ANR .014 RIGHT CVERBANK N-VALUE RLNIH 1220. REACH LENGTH SEL .0098 ENERGY SLOPE ELNHX .0 MAX. ELEV. FCR SICRKE/CUIKCW CAICULATICN 36 RY 35 RX ELEMATICN DISTANCE CROSS-SECnCN DATA --- LEFT CVERBANK --- + MAIN CHANNEL --- 410.00 410.00 410.00 400.00 400.00 20.00 50.00 70.00 70.00 100.00 -- + --- RIGHT OVERBANK --- 410.00 410.00 410.00 100.00 120.00 130.00 COMPUTED SICRMZ-CUTFLCW-ELEVATICN DATA STORMS OUTFU3W ELEVATION STCRA3E CUTFLOW ELEWSTICN .00 .00 400.00 4.42 4118.90 405.26 .44 105.98 400.53 4.86 4746.18 405.79 .88 329.06 401.05 5.31 5396.18 406.32 1.33 633.02 401.58 5.75 6066.83 406.84 1.77 1001.38 402.11 6.19 6756.30 407.37 2 1423 402 6 7463 407. .21 .45 .63 .63 .01 .89 2.65 1891.44 403.16 7.08 8185.56 408.42 3.10 2399.38 403.58 7.52 8922.69 408.95 3.54 2942.45 404.21 7.96 9673.29 409.47 3.98 3516.72 404.74 8.40 10436.36 410.00 WARNING *** MCDIFTED PULS RCUTDG MffiT BE NUMERICALLY UNSTABLE FCR CUTFUDWS BETWEEN 106. TO 10436. THE ROOIED HYDROGRAPH SHOULD BE EXAMINED FCR OSCTLlAnCNS CR OUIFLCWS GREATER THAN PEAK INF1CWS. THIS CBN BE CCRRECTED BY DECREASIN3 THE TIME INTERVAL CR INCRERSIN3 STORAGE (USE A LCNGER REACH.) 37 KK BSNBC2 NCRTH OF SH 78 21 IN TIME DATA FOR INPUT TIME SERIES JXMTN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE OXTIME 0 STARTING TIME SUBBASIN RUCFF DATA 45 BA SUBBRSIN CHARACTERISnCS TAREA .55 SUBBASIN AREA 39 PB 40 PI SICRM 5.70 BASIN TOTAL FRECEPTTATTCN INCREMENTAL ERECIPITATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 o .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 .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 .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 .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 .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 .00 .00 .00 .00 46 IS scs LOSS RATE STRTL CRVNBR RTOTP .20 INITIAL ABSTRACTION 91.00 CtRVE NLMBER, .00 PERCENT IMPERVIOUS AREA 47 ID SCS DBIEtEICNLESS LNTTGRAPH TLAG .25 LAG 167. 38. 573. 24. 897. 15. 882. 10. UNIT HYDROGRAPH 17 END-OF-PERIOD CRDINATES 676. 400. 249. 6. 3. 1. 159.98.61. O 48 KK BC1&BC2 CCMBINE BASINS BC1 AND BC2 50 HC HYDROGRAPH CCMBTNATICN ICCMP 2 NLMBER OF HYDRCGRAPHS TO CCMBINE 51 KK KIBC3 ROUTE FROM BASIN BC2 THROGH BASIN BC3 HYDROGRAPH ROOTING DATA 53 RS STCRflGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL CONDITION -1.00 INITIAL, CONDmON . 00 WORKING R MB D COEFFICIENT 54 RC NORMAL DEPTH CHANNEL ANL RLNTH SEL .060 .080 .060 2000. .0125 .0 LEFT OVERBBNK N-VALUE MAIN CHfiNNEL N-VALUE RIGHT CVERBBNK N-VALUE RESCH LENGTH ENERGY SLCFE MAX. ELEV. FOR STCRftSE/CUTFLCW CALCULATICN o 56 RY 55 RX ELEVATION DISTANCE CROSS-SECnCN DATA --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 390.60 391.00 391.10 378.25 378.00 387.50 388.20 388.00 757.50 767.90 789.50 830.30 864.00 889.70 898.60 905.60 COMPUTED SICRAGE-CXTTFLCW-ELEWRTICK DATA STORACE OUTFIOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 378.00 16.65 2144.83 384.89 .92 27.50 378.69 19.04 2585.51 385.58 2.15 105.90 379.38 21.55 3071.54 386.27 3.51 224.67 380.07 24.20 3604.29 386.96 5.00 381.61 380.76 26.98 4198.11 387.65 6.62 576.39 381.45 30.11 4894.22 388.34 8.37 809.49 382.14 33.54 5669.83 389.03 10.25 1081.75 382.83 37.05 6516.29 389.72 12.25 1394.25 383.52 40.62 7429.93 390.41 14. 1748. 384, 44, 8409, 391. ,38 .19 .21 .31 .33 ,10 57 KK BSNBC3 SOUTH OF SH 78 SUBBASIN RUOT DATA 60 HA SURBASIN CHARACTERISTICS TBREA 1.18 SUBBASIN AREA PRECIPITATION DATA 59 PB 40 PI STORM 5.60 BASIN TOTAL PRECIPITATION 61 LS DCREMENBVL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SOS LOSS RATE STRTL OWNER .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NLMBER RTM?.00 PERCENT IMPERVIOUS AREA o 62 UD SCS DJMENSIONLESS UNTIGRAPH TLAG .22 LAG 459. 55. 1557. 32. 2166. 21. 1919. 12. UNIT HYDROGRAPH 15 END-OF-PERIOD CRDDJATES 1255. 714. 437. 5. 260.154.92. 63 KK BC2&BC3 * COMBINE BASINS BC2 AND BC3 65 HC HYDRCGRAPH OTBINATICN ICCMP 2 NLMBER OF HYDRCGRAPHS TO COMBINE 66 KK RTBC4 ROUTE FROM BASIN BC3 THROUGH BASIN BC4 HYDRQGRAPH ROUTIIG DATA 68 RS SIORAGE ROUTIMG NSTPS ITYP RSVRIC X 1 NtMBER OF SLBREAOES SIDR TYPE OF INITIAL CENDnTON -1.00 INITIAL. CENDmCN . 00 WORKING R AND D COEFFICIENT 69 RC NORMAL DEPTH CHANNEL ANL ANCH ANR RLNTH SEL EU«X .060 .060 .060 3580. .0072 .0 LEFT OVERBANK N-VALUE MAIN CHWtJEL. N-VAIDE RIGHT OVERBANK N-VAUUE REACH LEN3IH ENERGY SUDPE MAX. ELEV. FOR STORAGE/OUTFLOW CADCULATICN 71 RY 70 RX ELEWATICN DISTANCE CRCSS-SECnCN DATO --- LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK --- 370.79 370.63 372.10 352.86 353.22 374.70 375.75 384.24 473.00 500.10 505.80 546.10 582.30 654.90 664.50 688.10 COMPUTED SIDRACE-OUTFLCW-ELEVATICN DATA SIORAGE OUTFLOW ELEVATION .00 .00 352.86 4.84 149.62 354.51 11.43 549.30 356.16 19.25 1173.44 357.81 28.29 2029.94 359.47 38.57 3132.84 361.12 50.06 4498.10 362.77 62.79 6142.27 364.42 76.74 8081.97 366.07 91.92 10333.71 367.72 O STORAGE OUTFLOW ELEVATION 108.33 12913.74 369.38 126.70 15846.69 371.03 149.80 19423.39 372.68 173.94 23742.63 374.33 199.22 29043.83 375.98 225.61 35036.98 377.63 252.62 41571.65 379.29 280.26 48639.21 380.94 308.53 56234.87 382.59 337.41 64355.75 384.24 o 72 KK BSNBC4 NEAR CCNEUUEICE WITH AGUA HEDICNDA. 75 BA 74 PB 40 PI SUBBAS3N RUNOFF SUBBASIN CHARACTERISTICS TAREA .31 SUBBASIN AREA PRECIPITATION DAOA STORM 5.50 BASIN TOTAL PRECIPITATION 76 LS 77 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CEVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS mMENSIONLESS UMTK3WPH TIA3 .13 LAG 374.859.646.281. UNIT HYERCGRAPH 10 END-OF-PERICD CRDINATES 131. 61. 28.13.6.2. O 78 KK BC3&BC4 COMBINE BASINS BC3 AND BC4 80 HC HffiROGRAPH CCMBINATiaN ICCMP 2 NUMBER OF HYDRO3WPHS TO COMBINE 81 KK AH1 SUBBASIN RLNOFF DMA 83 BA SUBBASIN CHARACIERISnCS TAREA 2.83 SUBBASIN AREA PRECIPITATION DATA 82 PB 40 PI SICRM 5.70 BASIN TOTAL PRECIPITATION 84 LS INCREMEOTKL PRBCIPrmi'lON PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .17 92.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRSCnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 85 UD SCS DIMENSIONLESS UNTIGRAPH TIA3 .71 LS3 c 68. ieee. 216. 1521. 414. 1347. 685. 1129. UNIT HYDRCGRAPH 45 END-OF-PERICD CRDINATES 1034. 1381. 1635. 909. 746. 621. 1779. 517. 1813. 441. 1789. 369. 309. 255. 215. 179. 149. 125. 103. 87. 72. 61. 51. 43. 35. 29. 25. 21. 18. 16. 13. 11. 8. 6. 4. 2. 0. 86 KK * DEISYC * * * DETAIN AT SYCWCRE AVE HYERCGRAFH ROUTING DATA 88 RS 89 SV 90 SQ 91 SE ** WARNING *** MXIFTED PULS ROUTDC MAY HE NUMERICALLY UNSTABLE FOR OUTELCWS BETWEEN 0. TO 1521. THE ROOTED HYDRCGRAFH SHXttD BE EXAMINED FOR CSCTLLATICtE CR OUTFLOWS GREATER THAN PERK INFLOWS. THIS CBN BE OGRRECITO BY EECREfiSnC THE TTME INTERVAL CR INCREASING SICRflGE (USE A IOGER RESCH.) SIOWGE ROUTING NSIPS rm> RSVRIC X SICRME DISCHARGE ELEVATION 1 SIOR -1.00 .00 .0 0. 360.00 NLMBER OF SUBREACHES TYPE OF nUTIAL INITIAL CONDITION CCNDTnON WORKING R AM) D COEFFICIENTT .3 622. 365.00 1.6 1521. 370.00 7.1 2091. 375.00 26.4 2578. 380.00 92 KK * BCSHL COMBINE BUENA CREEK BASINS AND AH1 94 HC HYDSCGRAPH COMBINATION ICOMP 2 NUMBER OF HYDRCGRAPHS TD CCMBINE 95 KK * RTAH2 ROUTE BASIN AH1 MJD BUENA CREEK BASINS THRCX3GH BASIN AH2 HYERCGRAPH RCUTIN3 DATA 97 RS SICRAGE ROUTING NSTPS 1 NLMBER OF SUBREM3ES TTYP SICR TYPE OF INITIAL CONDITICN RSVRIC -1.00 INITIAL CCNDITICN X . 00 WORKING R AND D COEFFICIENT 98 RC NORMRL DEPTH CHANNEL WL .060 LEFT OVERBANK N-VALUE 100 RY 99 RX AKCH ANR RINIH SEL ELMAX .„ ELEVATION 400 DISTANCE STORK3E .00 CUTFIOW .00 ELEVATION 340.00 .080 MAIN CHANNEL N-VALUE .060 RIGHT OVERBANK N-VALUE 8180. REfiCH LEN3IH .0070 ENERGY SLOPE .0 MAX. BLEW. FCR STORAGE/OUTFLOW CWTULATICN CROSS-SECnON DATA LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK .00 380.00 360.00 340.00 340.00 360.00 380.00 400 .00 100.00 200.00 300.00 600.00 800.00 900.00 1100 *** COMPUTED SIORAGE-CIUrEIJDrt-ELEVATICN DATA 191.95 411.99 660.12 936.34 1240.64 1573.04 1931.45 3267.83 10709.81 21775.29 36418.75 54716.53 76794.38 105870.10 343.16 346.32 349.47 352.63 355.79 358.95 362.11 ... .00 .00 2: 140! 2309.11 2705.49 1890.40 180561.80 365.26 368.42 STORAGE 3120.60 3554.43 4006.99 4478.80 4976.62 5502.53 6056.53 6638.62 7248.80 7887.06 OUTFLOW 225026.40 274416.10 328859.30 388188.40 452578.60 522961.80 599560.30 682612.40 772357.90 869034.40 ELEVATION 371.58 374.74 377.89 381.05 384.21 387.37 390.53 393.68 396.84 400.00 101 KK AH3 SUBBASIN RUNOFF DKTA 103 BA SUBBASIN CHARACTERISTICS TAREA .83 SUBBASIN AREA PRECIPITATION DATA 102 PB 40 PI STORM 5.40 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o 104 IS SCS LOSS ROTE STRTL . 17 INITIAL ABSIWOTCN OWNER 92,00 CURVE NtMBER RTIMP .00 PERCENT IMFERVIOUS AREA 105 UD SCS DIMENSICNLESS UNTIGRAEH TUG .23 LSG UNIT HYDRCGRAFH 16 END-OF-PERIOD CRDINATES 302. 1035. 1483. 1347. 925. 528. 325. 195. 117. 71. 43. 26. 16. 10. 5. 1. 106 KK * EEISHADO * W DETAIN AT SHADCWRUGE HYERD3WEH ROUTIN3 DATA 108 RS STORAGE ROUTING NSTPS 1 NLMBER CF SUBREfiCHES ITYP SICK TYPE CF INITIAL CCNDITICN RSVRIC -1.00 DUTEAL OTDnTCN X .00 WCRKING R flND D CDEKFIdEOT 109 SV 110 SQ 111 SE SICRH3E DISCHfiRGE ELEJKTIW .0 0. 339.50 1.1 191. 345.00 6.3 405. 350.00 15.2 547. 355.00 21.8 618. 358.00 112 KK * RTAH2 * e ROUTE ERCM BASIN AH3 THROUGH BASDJ AH2 HYEROGRAEH RDUTDC EKTA 114 RS SICFKS ROUTING NSTPS 1 NUVBER OF SUBREACHES ITYP SIDR TifPE OF INITIAL CENDITICN RSVRIC -1.00 INITIAL CONDmCN X .00 VCRKING R AND D COEFFICIENT 115 RC NCWRL DEPIH CHANNEL MJL .060 LEFT CVERBANK N-VALUE ANCH .080 MAIN CHANNEL N-VAUUE ANR .060 RIGHT OVERBANK N-VAUUE RLNTH 3000. RERCH LENGIH SEL .0130 ENERGY SLOPE ELMAX .0 MAX. ELEtf. FCR STOWGE/OUrEbOW C7VLCULATION CROSS-SECnCN DKIA --- LEFT OVERBANK -— + MAIN CHANNEL + --- RIGHT OVERBfiNK --- 117 RY ELEVATION 400.00 380.00 340.00 320.00 320.00 340.00 380.00 400.00 116 RX DISTANCE .00 80.00 250.00 450.00 500.00 600.00 700.00 750.00 COMPUTED SICRAGE-CXOTIOW-ELEVATICN DATA STORAGE .00 23.66 65.63 125.91 204.51 301.11 408.79 524.71 648.86 781.26 OJTF1CW .00 1523.60 6202.65 14974.85 28744.31 49640.93 81062.81 119570.60 165425.70 218887.60 ELEVATION 320.00 324.21 328.42 332.63 336.84 341.05 345.26 349.47 353.68 357.89 STORAGE 921.91 1070.79 1227.91 1393.28 1566.89 1748.65 1938.36 2136.01 2341.59 2555.11 OUTFLOW 280221.90 349698.40 427589.70 514169.00 609709.30 714670.80 829136.30 953284.401087363.001231619.00 ELEVATION 362.11 366.32 370.53 374.74 378.95 383.16 387.37 391.58 395.79 400.00 *** WVRNDG *** MHIFIED PULS ROOTING MAY BE NUMERICALLY IHSTABLE FOR OUTFLOWS BETWEEN 49641. TO 1231619. THE ROUTED HYDROGRAPH SHOULD BE EXMUNED FOR OSdLLATIONS OR OUTFLOWS GREATER THAN PERK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR BCSEASDG STORAGE (USE A LONGER REBCH.) 118 KK AH2 SUBBASrN RLWDFF DATA 120 BA SUBBASTN CHARACTERISTICS TAREA 1.41 SUBBASINAREA PRECTPimi'lON DATA o 119 PB 40 PI STCRM 5.40 BBSIN TOTfiL PREdPrTATTCN 121 LS INCREMENTAL PRECIPTTAnON PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NIMBER PERCENT IMPERVIOUS AREA c 122 UD SCS DMENSICNLESS UNHGRAPH TUG .36 IfG 186. 301. 11. 584. 213. 7. 1210. 151. 3. 1634. 107. UNIT HOLOGRAPH 23 END-OF-PERICD ORMNKTES 1706. 1525. 1222. 76. 54. 39. 829. 27. 580. 19. 420. 15. 123 KK * AKL-3S8C * CCMBINE BUENA CREEK BASINS MJD AKL AND AH3 WITH AH2 125 HC HYDRCGRAPH CCMBIMATICN KEMP 3 NUMBER OF HYDROGRAPHS TO CCMBINE o 126 KK * AH2-AH7 * * * ROJIE AH2 THRDOGH fiH7 HYIKCGRAEH ROOTING DKIA 128 RS SIORM3E ROUTING NSTPS RSVRIC X 1 MWBEROF SUBREROES SICR TYPE OF DJITIAL OOBITICN -1.00 INITIAL. OMHTICN . 00 WCKKM3 R WD D CCKFFICIEOT 129 RC NORMAL DEPTH CHHNNEL ANL .080 »OJ .080 fiNR .080 RINIH 7660. SEL .0230 ELMAX .0 LEFT OVERBWK N-VALUE MAIN OWWEL N-VALUE RIGHT OVERBANK N-VALUE REACH LEfCIH ENERGY SLOPE MAX. ELEV. FOR SICWGE/OUTFLCW CRLCULfinCN 131 RY 130 RX ELEVATION CROSS-SECTION DKTA --- LEFT CVERBBNK --- + MAIN CHANNEL — 400.00 340.00 300.00 280.00 280.00 .00 150.00 300.00 350.00 400.00 -- + — RIGHT OVERBWK --- 300.00 340.00 400.00 470.00 520.00 680.00 CCMPUTEO STORKjE-OLTTFLOW-ELEVATICN DKTA S1DRH3E .00 76.57 195.24 355.99 556.39 791.96 1062.60 1368.32 1709.10 2084.96 OUTFLOW .00 3518.76 13103.46 29819.70 59316.38 99749.75 151134.30 214231.70 289782.20 378511.20 ELEVKTICN 280.00 286.32 292.63 298.95 305.26 311.58 317.89 324.21 330.53 336.84 STORMS 2496.04 2943.22 3426.63 3946.29 4502.19 5094.33 5722.72 6387.34 7088.21 7825.31 OUTFLOW 481468.90 599723.30 733622.30 883788.401050880.001235563.001438505.001660364.001901792.002163432.00 ELEVATICN 343.16 349.47 355.79 362.11 368.42 374.74 381.05 387.37 393.68 400.00 *** WVRNDC *** MCDIFTED PULS ROUTIN3 MAY BE NUMERICALLY UNSTABLE KK OUTFLOWS BEIWEEN 883788. TO 2163432. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED PDR OSCILLATIONS CR COTELOVE GREATER THAN PEAK INFLOWS. THIS CAN BE ODRRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (IEE A LONGER REACH.) 132 KK AH4 SUBBASIN RINOFF DATA 134 BA SUBBASIN CHARACTERISTICS TAREA. .70 SUBBASIN AREA 133 PB 40 PI PREdPnKTION DATA STORM 5.40 BASIN TOTAL PREaPTTATICN 135 LS 136 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTM? .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSiaNLESS LNITGRAPH TLAG .17 LAG 473. 12. 1442. 5. 1505.965. LTCTT HYDRQGRAPH 12 END-OF-PERICD CRDINATES 484. 262. 139.73.39.21. c o 137 KK AH4-AH5 * ROUTE AH4 THROUGH AH5 HYDRD3RAPH ROUTING DATA 139 RS STCRA3E ROUTING NSTPS TTYP RSVRIC X 1 NUMBER OF SUBREACHES SICR TYPE OP INITIAL CONDITION -1.00 INITIAL QONDnTON .00 WORKING R ME D COEFFICIENT 140 RC NORMAL DEPIH CHANNEL ANL .060 ANCH .080 ANR .060 RLNIH 4900. SEL .0160 ELMAX .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FDR STORAGE/OUTFLOW QVLCULATICN 142 RY 141 RX ELEVATION DISTANCE CRCSS-SECnCN DKLR --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK — 440.00 420.00 380.00 360.00 360.00 380.00 400.00 440.00 .00 50.00 100.00 220.00 300.00 450.00 600.00 700.00 COMPUTED STCRASE-CUTFLCW-ELEVAITCN DATA o STORAGE .00 51.35 129.63 234.82 366.95 525.69 704.55 900.86 1114.62 1345.83 OUTFLOW .00 2393.89 8875.69 20113.04 36913.16 61519.04 97873.45 142439.50 195760.30 258332.00 ELEVATION 360.00 364.21 368.42 372.63 376.84 381.05 385.26 389.47 393.68 397.89 STORAGE 1593.25 1849.39 2113.00 2384.10 2662.67 2949.43 3246.07 3552.69 3869.28 4195.84 OUTFLOW 331558.70 415288.70 508306.80 610502.00 721823.40 841699.90 970995.001110061.001259029.001418048.00 ELEVATION 402.11 406.32 410.53 414.74 418.95 423.16 427.37 431.58 435.79 440.00 *** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY INSTABLE FOR OUTFLOWS BETWEEN 258332. TO 1418048. THE ROUTED HYDROGEAffl SHOULD BE EXAMINED FOR OSCILLATIONS OR OLUFLOHS GREATER THAN PEAK INFLOVB. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 143 KK AH5 SUBBASIN RUNOFF DATA 145 BA SUBBASIN CHARACTERISTICS TRREA .74 SUBBASIN AREA H?ECIPITAnON DATA 144 PB 40 PI STORM 5.30 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .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 .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 .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 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 146 IS SCS LOSS RATE SIRIL OWNER RTIMP . 17 INITIAL, ABSTRACTION 92.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 147 UD SCS DIMENSICNLESS tNTTGRAPH TUG .21 IfC 317. 29. 1062. 17. 1411. 11. 1200. 6. LWIT HYERDGRAPH 15 END-OF-PERICD ORDINATES 731. 416. 250. 1.o 145.84.50. 148 KK COMBINE 149 HC HYEROGRAPH COMBINATION ICCMP 2 NUMBER OF HYERCGRAPHS TO COMBINE 150 KK DEMELRO SB EEBUN AT MELRCSE WITH RECTANGULAR 5.6'WIDE BY 4'TALL ORIFICE AT EJOSITNS CULVERT SEE ENVELOPE EffiTED 1-14-04 IN JOB FILE 13182-D FOR BACKUP HYERCGRAffl ROUTDG DATA 154 RS O SICRPGE ROUTING NSTRS TTYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INTTIAL CCNDITICN -1.00 INITIAL CONDTTICN .00 WORKING R AM3 D COEFFICIENT 155 SV STORAGE .0 33.4 .0 45.8 .2 52.6 .5 1.1 2.3 4.6 8.7 14.8 23.0 157 SQ DISCHARGE 0. 458. 55. 482. 153. 494. 216.264.305.341.374.404.431. 159 SE ELEVATION 308.00 328.00 310.00 330.00 312.00 331.00 314.00 316.00 318.00 320.00 322.00 324.00 326.00 *** WARNING *** NCDIFIED RIB ROUTING MAY BE NUMERICALLY INSIRBLE FCR OUTFLOWS BETWEEN 0. TO 153. THE ROUTED HYDROGRAEH SHOULD BE EXAMINED FCR C6OLLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. IKES CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) 161 KK AH5-AH6 HYDRQGRAPH ROUTING DMA 162 RS STCRAGE RCOTING NSIPS HYP RSVRIC X 1 NLMBER OF SUBREKHES SICR TYPE OF INITIAL, CCNDITICN -i.oo iNrnAt. corancN .00 WORKING R AND D COEFFICIENT 163 RC DEPTH CHAMELoANL ANCH ANR RIJJIH SEL ELMAX .080 .080 .080 5000. .0020 .0 LETT OVERBANK N-VALUE MAIN CHANNEL N-VATJUE RICHT OVERBANK N-VAUIE REACH IfNGIH ENERGY SLOPE MAX. ELEV. FOR SKXAGE/CUITIDW CALCULKnON 165 RY 164 RX ELEVATION DISTANCE CROSS-SECITON DATA --- I£FT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK — 320.00 300.00 280.00 260.00 260.00 280.00 300.00 320.00 .00 120.00 150.00 300.00 420.00 550.00 650.00 750.00 COMPUTED SIORAGE-COIFLCW-ELEVATION DATA SICRAGE OUTFICW ELEVATION .00 .00 260.00 51.51 729.28 263.16 119.05 2510.62 266.32 202.61 5354.12 269.47 302.19 9357.78 272.63 417.80 14631.98 275.79 549.44 21288.31 278.95 695.19 30619.31 282.11 848.86 1009.98 42136.63 55269.51 285.26 288.42 STORAGE 1178.53 1354.52 1537.95 1729.11 1931.72 2146.91 2374.70 2615.08 2868.05 3133.61 OUTFLOW 70027.03 86421.19 104467.00 124111.10 145445.90 168696.50 193914.10 221163.70 250513.00 282029.60 ELEVATION 291.58 294.74 297.89 301.05 304.21 307.37 310.53 313.68 316.84 320.00 166 KK AH6 * o 168 BA SUBBASIN RLNDFF DATA SUBBASIN CHARACTERISTICS o TOREA . 91 SUBBftSIN flREA PRECIPnXTICN DMA 167 PB 40 PI SICRM 5.20 BftSIN TOIHL PRECEPnTOlCN o 169 IB 170 UD BCREMENffiL PRECIPITATION RATHEM .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS I£SS RATE S'lKlli CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABsnwcncN CURVE NLMBER PERCENT IMPERVIOUS AREA SCS DBENSICNLESS LNITGRAPH TLfG .26 IA3 248. 75. 838. 48. 1387. 31. 1439. 20. UNIT HHSCGRAPH 18 END-OF- PERIOD CRDBKIES 115S. 726. 453. 13. 8. 4. 295. 0. 187.119. 171 KK * CCMBINE * 172 HC HOTCGWPH CCMBBKnCN ICCMP 2 NUMBER OF HXERCGRAPHS TO CCMBINE O 173 KK DETNFAKA DAY DETAIN AT PROPOSED FARADAY CROSSING 5x5 RGB SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D FOR BACKUP HYDROGRAPH ROUTING DATA 176 RS STORAGE ROUTING NSTPS TTYP RSVRIC X 1 NLWBER OF SUBREACHES STOR TYPE OF INITIAL CENDTTICN -1.00 rNTTIAL CONDITION .00 WORKING R AND D COEFFICIENT 177 SA 179 SE AREA ELEVATION .0 7.1 221.84 242.00 .2 224.00 .4 .9 1.3 1.8 3.1 4.3 5.4 226.00 228.00 230.00 232.00 234.00 236.00 238.00 6.2 240.00 181 SQ 182 SE DISCHARGE ELEVATION 0. 221.84 100. 225.91 200. 228.46 300. 231.55 400. 231.90 500. 234.72 600. 238.56 683. 244.16 700. 245.43 CCMPOTED STORAGE-ELEVATION DATA STORAGE ELEVATION .00 221.84 .14 224.00 .75 226.00 2.08 228.00 4.31 230.00 7.39 232.00 12.19 234.00 19.55 236.00 29.19 238.00 40.74 240.00 STORAGE ELEVATION 54.02 242.00 COMPUTED SIDRAGE-CUTELCW-ELEVATION DATA STORAGE OUTFLOW ELEVATION .00 .00 221.84 .14 53.07 224.00 .72 100.00 225.91 .75 103.53 226.00 2.08 181.96 228.00 2.52 200.00 228.46 4.31 249.84 230.00 6.62 300.00 231.55 7.21 400.00 231.90 7.39 403.55 232.00 STORAGE OUTFLOW ELEVATION 12.19 474.47 234.00 14.56 500.00 234.72 19.55 533.33 236.00 29.19 585.42 238.00 32.25 600.00 238.56 40.74 621.21 240.00 54.02 650.68 242.00 70.43 682.50 244.16 81.14 700.00 245.43 *** WARNING *** WDIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 53. THE ROUTED HYDROGRAPH SCOLD BE EXAMINED FDR OSCULATIONS OR OUTFLOWS GREATER THAN PERK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LCNGER REACH.) 183 KK AH6-7 ROUTE AH6 THROUGH AH7 HOLOGRAPH ROUTING DATA 185 RS STORAGE ROOTING NSTPS HYP RSVRIC 1 STOR -1.00 NLMBEROF SUBREACHES TYPE OF INITIAL CONDITION INITIAL CONDITION .00 WORKING R AMD D COEFFICIENT 186 RC NORMAL DEPTH CHANNEL ANL .080 ANCH .080 AMR .080 RLNTH 2800. SEL .0200 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REBCH LENGTH ENERGY SLOPE ELMAX .0 MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATION 188 RY 187 RX EIEVATION DISTANCE CROSs-sEcncN mm --- LEFT CVERBANK --- + MWN CHANNEL + --- RIGHT OVERBANK --- 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 STORAGE OUTFLOW ELEVATION .00 28.69 .00 2299.42 160.00 163.16 COMPUTED SIDRAtZ-OOTELOH-ELEVTOICN DATA 66.02 112.02 166.66 229.96 301.92 381.74 466.89 557.16 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 652.57 753.10 858.76 969.44 1083.76 1201.27 1322.00 1445.93 1573.06 1703.40 OJTPLCW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 ** WARNIN3 *** MCDIFIED PULS ROJnNS MAY BE NUMERICALLY UNSTABLE PCR OUTFLOWS BETOEEN 66299. TO 883640. THE ROOTED mDRCGRAPH SHOULD BE EXAMINED FOR OSOLLATICNS CR OUTFLOWS GREATER THAN FEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) 189 KK AH8 * SUBBASIN RUNOFF DATA 191 BA SUBBASIN CHARACTERISTICS TAREA .31 SUBBASIN AREA ERECIPTTATICN DATA 190 PB 40 PI STORM 5.00 BASIN TOTAL PRECIPITATION c BCREMENIAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 0 192 IS 193 UD SCS LOSS ROTE b'lKl'L CRVNBR RTIMP .17 INITIAL ABSTRACTION 92.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UMITGRAPH TLAG .10 IfC 679.1005.441.171. UNIT HYDROGRAPH 8 END-OF-PERICD CRDDKTES 65. 25. 10. 194 KK AH8-7 * ROUTE AH8 THROUGH AH7 HYDROGRAPH ROOTING DATA 196 RS ROOTING NSTPS HYP RSVRIC X 1 NtMBER OF SUBREACHES STCR TYPE OF INITIAL CONDITION -1.00 INITIAL QONDrnON . 00 WORKING R AND D COEFFICIENT 197 RC NORMAL DEPIH CHANNELoANL ANCH ANR RLNTH SEL ELMAX .080 .080 .080 3260. .0200 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATION 199 RY 198 RX ELEVATION DISTANCE CROSS-SECnON DATA --- LEFT OVERBANK — + MAIN CHANNEL --- 220.00 200.00 180.00 160.00 160.00 .00 50.00 110.00 230.00 350.00 -- + --- RIGHT OVERBANK --- 180.00 200.00 220.00 500.00 600.00 650.00 COMPUTED STCRAGE-OUTFLCW-ELEWATION DATA STOR#3E .00 33.40 76.87 130.42 194.04 267.74 351.52 444.45 543.59 648.70 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVATION 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 759.78 876.82 999.84 1128.71 1261.80 1398.63 1539.18 1683.47 1831.49 1983.24 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** WARNING *** MODIFIED PULS ROUTTN3 MAY BE NUMERICALLY UNSTABLE FCR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FCR OSC1LLATTCNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LCNGER REACH.) o 200 KK AH7 o 202 BA SUBBASIN RLtOFF EKEA SUBBASIN CHARACTERISTICS TMiEA 1.12 SUBBASIN AREA mm 201 PB 40 PI STORM 5.20 BASIN TOTAL PRECIPITATICN o 203 IB INCREMENIHL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS RATE tflKl'L OWNER RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 82.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSIRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 204 UD SCS DIMENSICNLESS UNIU3RAPH TUG .42 LAG UNIT HYCRO3*AIW 27 END-OF-PERICD ORDINATES 101. 308. 643. 989. 1160. 1161. 1037. 336. 257. 191. 142. 106. 79. 58. 18. 14. 11. 8. 6. 4. 1. 862. 44. 627. 33. 453. 24. 205 KK CCMBINE COMBINE BASINS AH7 WTIH AH6 PND AH8 207 HVERCGRAPH CCMBINATICN ICOMP 4 NUMBER CF HYERCGRAPHS TO CCMBINE o 208 KK AH7-AH9 ROUTH AH7 THROUGH AH9 HYDROGRAPH ROUTIN3 DATA 210 RS STORAGE ROUTING NSTPS TTYP RSVRIC 1 STCR-i.oo NLMBER CFSUBREACHES TYPE OF INITIAL OONDTnONINITIAL coorncN .00 WORKING R AND D COEFFICIENT 211 PC NORMAL DEPTH CHANNEL ffIL .080 ANCH .080 WR .080 RLNTH 5260. SEL .0070 ELMAX .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FCR SICRK3E/OUTFLOW CALCULATICN 213 RY 212 RX ELEVATION DISIMCE CBDSS-SE1CTICN DA07V --- LEFT OVERBANK — + MMN CHAMOEL + — RIGHT OVERBANK — 200.00 180.00 140.00 100.00 100.00 140.00 180.00 200.00 .00 80.00 200.00 250.00 650.00 950.00 1200.00 1300.00 O CCMFUTED STCKftSE-OUTFLCW-ELEWaTCN DATA SICJWGE .00 268.85 566.97 894.36 1251.02 1636.94 2052.13 2496.59 2970.46 3474.96 OUTFLOW .00 10100.04 32719.43 65746.57 108697.60 161506.20 224288.20 297253.90 386553.00 496341.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORAGE 4010.40 4576.79 5174.11 5802.38 6461.59 7151.73 7872.56 8623.50 9404.54 10215.70 OUTFLOW 618736.80 754203.80 903144.601065937.001242949.001434537.001641278.001863359.002101031.002354605.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 ** WARNING *** MODIFIED FULS ROUITN3 MAY BE NUMERICALLY UNSTABLE FCR OUTFLOWS BETWEEN 1641278. TO 2354605. THE ROUTED HYERCGRAffl SHOULD BE EXSM1NED FCR CSCILLKTICNS OR CUTFLOH3 GREKTER THAN PEAK INFLOWS. THIS ON BE CORRECTED BY DECREASHC THE TIME INTERVAL CR INCREASING STORAGE (USE A IOJ3ER REACH.) 214 KK AH9 216 BA SOBBASIN RUNOFF DKEA SUBBASIN CHARACTERISTICS TAREA 1.00 SUBBASIN AREA 215 PB 40 PI PRECIPITATION DATA STORM 5.00 BASIN TOTAL PRECIPITfinCN INCREMENTAL PRECIPITATION PATTERN .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o 217 IS 218 UD .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIKTL CRVNBR KTIMP .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTTCN .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NIMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UNTJGRAPH T1A3 .31 IfE O 187. 142. 603. 96. 1164. 65. 1382. 44. tWIT HXERCGRAPH 20 EtD-OF-PERIOD CREMATES 1295. 1035. 676. 30. 20. 14. 450. 10. 312. 6. 208. 3. 219 KK COMBINE 220 HC HHSCGRAPH CCMBINATICN ICOMP 2 NtJMBER OF HYERCGRAPHS TO COMBINE 221 KK AH9-10 ROUTE AH9 THROUGH AttLO (MCDIFIED PULS) fKERCGRAPH ROUTING DATA 223 RS SICRAGE RCOTIN3 NSTPS 1 NLMBER OF SUBRESCHES SICR TYPE OF INITIAL, CONDnTON e 224 SV 225 SQ RSVRIC X STORAGE DISCHARGE -1.00 .00 4.5 500. INITIAL OJEinCN WORKING R AND D COEFFICIENT 7.5 1000. 12.8 2000. 35.0 4000. 60.0 88.1 6000. 8000. 101.9 9000. 226 KK AKLO SUBBASIN RUNOFF DATA 228 BA SUBBASIN CHARACTERISTICS TAREA .66 SUBBASIN AREA PRECIPITATION DATA 227 PB 40 PI SIORM 4.80 BASIN TOTAL PRBdPrmnCN o 229 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STKTL OWNER RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA 230 UD ! DIMENSICNLESS UNTIQWPH T1A3 .17 LAG 441. 12. 1346. 5. 1417.918. UNIT HYDROSAPH 12 EMXF-PERIOD ORDINATES 461. 251. 133.70.38.20. 231 KK * COMBINE * 232 HC HYDROGRAPH CtMBINATICN ICOMP 2 NIMBER OF HYDRCGRAPHS TO COMBINE 233 KK * AKLO-RCA * BOUTS AH10 THROUGH RCA HYDRCGRAPH ROUITN3 DATA 235 RS STORM3E ROUTING NSTPS 1 NIMBER CF SUBREACHES ITYP STCR TYPE OF INITIAL CONDnTCN RSVRIC -1.00 INITIAL CONDTnCN X . 00 WORKING R HD D COEFFICIENT 236 RC NORMAL DEPTH CHANNEL ANL .030 LEFT CVERBANK N-VAUE ANCH .030 MAIN CHAMNEL N-VAUUE ANR .030 RIGHT OVERBANK N-VAUJE RLNTH 2780. RESCH LENGTH SEL .0070 ENER3Y SLOPE ELMAX .0 MAX. ELEV. FOR. STORAGE/OUTELCW CALCULATICN OiCSS-SECnON DfOA -— LEFT OVERBAMK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 238 RY ELEVATION 50.00 48.00 46.00 42.00 42.00 44.00 46.00 48.00 237 RX DISIENCE .00 10.00 26.00 35.00 52.00 95.00 100.00 120.00 CEMPJTED SICRM3S-OUTELCW-ELEVATICN DATA STORAGE OUTFLOW ELEVATION STORAGE OUTF1CW ELEVATION .00 .00 42.00 15.06 2130.48 46.21 .59 18.82 42.42 17.25 2611.57 46.63 1.45 68.05 42.84 19.65 3146.47 47.05 2.58 151.26 43.26 22.25 3738.45 47.47 3.98 273.54 43.68 25.05 4390.81 47.89 5.64 449.02 44.11 28.02 5123.39 48.32 7.41 698.27 44.53 31.04 5923.25 48.74 9.24 991.82 44.95 34.13 6783.23 49.16 11.12 1327.95 45.37 37.27 7702.43 49.58 13.05 1705.44 45.79 40.46 8680.24 50.00 ** WARNING *** MDIFIEO POLS ROUTING MAY BE NUMERICALLY INSTSHLE FOR OUTFLOWS BETWEEN 6783. TO 8680. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSdLLATICtB CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS QW BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STCRSGE (USE A ICNGER RE2CH.) 239 KK * RCA SUBBSSIN RLN3FF DATA 241 BA SUBBASIN CHARSCIERIBnCS TAREA .11 SUBBASIN AREA FRECTPITATTCN DMA 240 PB 40 PI STORM 5.00 BASIN TOTAL PRECIPITATION o 242 LS INCREMENTAL PREd.Pl'lATlON PAlTtKN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RAIE STKTL OWNER RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .35 85.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA 243 UD SCS DIMENSIOMLESS IWTTGRAPH TLAG .07 LBG 398.323.93.27. UNIT HYDRCGRAPH 6 END-OF- PERIOD ORDINATES 8. 3. 244 KK AGUA * HEDICNDA TOTAL DISCHARGE CCMEONE AKLO AMD RCA 246 HC O HYERCGRAPH CCMBINATTON IOCMP 2 NUMBER OF HYERO3RAPHS TO CCMBINE 247 KK Cl BASN1 HOI 03UNIY OF SAN DIB30 CALCS 249 IN TIME DATA FCR INPUT TIME SERIES JXMIN 30 TIME INTERVAL, IN MINUTES JXDKTE 1 0 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RLN3FF DATA 256 BA SUBBASBJ CHARACTERISTICS TAREA .87 SCBBASIN AREA PRECIPITATION DATA 250 PB 251 PI STCfM 5.50 BASIN TOTAL PRECIPITATION o 257 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS KISS RATE STRTL CKVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 - .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NIMBER PERCENT IMPERVIOUS AREA 258 UD D1MENSICNLESS UNTTORAPH TIA3 .41 IAG tNTT HYDROGRAPH 27 END-OF-PERIOD ORDINATES 83. 255. 535. 805. 925. 918, 805. 249. 188. 136. 102. 75. 56. 41. 12. 9. 7. 5. 4. 2. 0. 653. 31. 462. 23. 336. 17. 259 KK OCEEIMEL ROSE DETAIN NEAR N. MELRQSE HYDRCGRAPH ROUTING DATA 261 RS STORAGE ROUTING NSTPS ITYP RSVRIC X I NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION-i.oo INITIAL ooNDrricN .00 WORKING R AND D COEFFICIENT 262 SV 263 SQ 264 SE STORAGE DISCHARGE ELEVATION .0 0. 326.95 .3 454. 335.00 1.1 689. 338.00 3.4 770. 340.00 21.5 963. 345.00 *** WARNING *** MCDIFIED PJLS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 454. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FOR OSCULATIONS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASIN3 STORAGE (USE A LONGER REACH.) o 265 KK C1-C2 * ROUTE d. THROUGH C2 HYDRCGRAPH ROUTING DATA 267 RS STORAGE ROUTING NSTPS TIYP RSVRIC X 1 NUMBER OF SOBREACHES STOR TYPE OF INITIAL OONDTTICN -1.00 INITIAL CCNDTnCN .00 WORKING R AND D COEFFICIENT 268 RC NORMAL DEPTH CHANNEL ANL ANCH ANR RLNTH SEL ELMAX .060 .080 .060 18380. .0140 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LEN3IH ENERGY SLOPE MAX. ELEV. FOR STCRAGE/OUTFLCW CALCULATICN 270 RY 269 RX ELEVATION DISTANCE CROSS-SECTION DATA --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK — 300.00 280.00 260.00 240.00 240.00 260.00 280.00 300.00 .00 80.00 300.00 600.00 650.00 1000.00 1350.00 1700.00 COMPUTED STORAGE-OUTFLOW-ELEVATION DATA STORAGE .00 135.00 406.75 815.26 1360.52 2042.53 2861.30 3813.07 4885.71 6078.27 OUTFLOW .00 1153.86 5146.52 13089.18 25976.30 44711.89 70134.98 108385.70 158375.70 218660.80 ELEVATION 240.00 243.16 246.32 249.47 252.63 255.79 258.95 262.11 265.26 268.42 STORAGE 7390.74 8823.15 10375.47 12046.08 13813.70 15671.79 17620.34 19659.36 21788.86 24008.81 OUTFLOW 290153.10 373681.00 470025.30 580577.20 706398.30 846456.201001097.001170690.001355616.001556263.00 ELEVATION 271.58 274.74 277.89 281.05 284.21 287.37 290.53 293.68 296.84 300.00 o 271 KK C2 273 BA 272 PB 251 PI o 274 IS 275 UD SUBBASIN RUNOFF EKm SUBBASIN CHARACTERISTICS •ffiREA PRECIPITATION STORM INCREMENTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS ICSS RKTE STRTL CRVNBR RTIMP 2.72 DKm 5.30 SUBBASIN AREA BflSIN TOTAL PRECIPrDOTON PRECIPrrATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .01 .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 .00 .00 .00 .00 .00 .00 INITIAL PESTRfCTIW CURVE NUMBER .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PERCENT IMPERVIOUS AREA .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DIMENSICNLESS UNTIQWPH TIA3 .48 IA3 181. 1058. 79. 1. UNIT HYDRO3iAPH 31 BD-OF-PERICD CRDINATES 538. 1100. 1820. 2339. 2509. 2466. 2205. 1870. 1418. 810. 635. 494. 373. 292. 226. 173. 132. 102. 62. 47. 36. 28. 23. 18. 13. 9. 5. O o 276 KK * COMBINE * 277 HC HYDRCGRAPH COMBINATION ICCMP 2 NUMBER OF HYDROGRAPHS TO COMBINE 278 KK DETCHA DEIMN AT CSLVERA LAKE BEFORE DAM IMPROVEMENTS HYDRCGRAPH ROUTING DATA 281 RS STORAGE ROUTING N5TPS ITYP RSVRIC X 1 NUMBER OF SUBREflCHES ELEV TYPE CF INITIAL CONDITION 209.00 INITIAL CCNDmCN .00 TORKBC R AM) D COEFFIdEWT 282 SA AREA 21.0 24.0 27.0 30.0 33.0 35.0 38.0 39.5 41.0 43.0 283 SE ELEVATION 208.00 210.00 212.00 214.00 216.00 217.00 218.00 219.00 220.00 221.00 284 SS SPILLWAY CREL SPWID ODQH EXPW 216.50 SPILLWAY CREST ELEVATION 150.00 SPILLWAY WIDIH 2.64 WEIR COEFFICIENT 1.50 EXPCNEOT CF HEAD CCMPOTEO SIORACE-ELEVAnCN DATA SZCRSGE ELEVATICN .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 CtMUIED CUTFLCW-ELEWAnCN DMA 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-OUrFLOW-ELEVATICN DATA STORAGE OUTFLOW ELEVKTICN .00 .00 208.00 44.97 .00 210.00 95.94 .00 212.00 152.91 .00 214.00 215.89 .00 216.00 232.63 .00 216.50 233.11 .65 216.51 234.53 5.19 216.56 236.90 17.50 216.63 240.24 41.49 216.72 STORAGE OUTFLOW ELEVATKN SICfWGE OUTFLOW ELEVATION 244.56 81.03 216.85 325.12 1565.33 219.00 249.88 140.01 217.00 333.93 1778.62 219.22 256.25 222.33 217.18 350.10 2187.61 219.63 263.72 331.87 217.39 365.37 2592.97 220.00 272.34 472.52 217.63 367.65 2654.95 220.06 282.17 648.18 217.89 386.70 3184.51 220.51 286.37 727.50 218.00 407.36 3780.19 221.00 293.26 305.56 319.10 862.73 1120.06 1424.06 218.18 218.50 218.85 o 285 KK C2-C3 * ROUTE C2 THRCCJGH C3 HYDRCGRAffl ROUTTN3 DATA 287 RS 288 RC STORAGE ROUTINGNSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CCNDITTaN -i.oo TNITTAL CCNDITTCN .00 WCRKBC R AND D COEFFiaEOT NORMAL DEPTH CHANNEL ANL fitCH ANR RLNIH SEL ELMAX .050 .060 .050 5620. .0210 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. KR STORAGE/OUTFLOW CALCULKTICN 290 RY 289 RX CRCSS-SECTKN — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBfiNK — ELEVATION 200.00 160.00 120.00 100.00 100.00 120.00 140.00 160.00 DISTANCE .00 200.00 250.00 300.00 800.00 900.00 1100.00 1400.00 O CCMEUTED SICRAGE-CUTF1CW-ELEVATICN DATA STORAGE .00 352.92 732.65 1139.18 1572.78 2042.30 2552.03 3101.96 3693.53 4339.95 OUTFLOW .00 28999.61 93310.91 186085.70 307588.40 466632.80 656751.60 879534.701135227.001426614.00 ELEVATICN 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORM3E 5044.46 5807.04 6620.45 7454.95 8307.33 9177.57 10065.68 10971.66 11895.51 12837.23 OUTFLOW 1758591.002133645.002568418.003060373.003598547.004181839.004809623.005481520.006197308.006956868.00 ELEVATICN 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 *** WARNING *** MODIFIED HIS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 307588. TO 6956868. THE ROUTED HYDRCGRAEH SHDULD BE EXAMINED FOR OSOILATKNS CR OUTFLOWS GREATER THAN PERK INFLOWS. THIS CBN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) 291 KK C3 294 BA 293 PB 251 PI AREA ADJUSTED TO USOJUDE CALAVERA HILLS ii (+0.03 SQ. MI.) SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA .88 SUBBASIN AREA PRECIPllHTlCN DATA STORM 5.10 BASIN TOTAL PRECTPITfflTCN INCREMENTAL PRECIPrBOTON PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 c .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 295 IB INITIAL ABSTRACTION OJRVE NUMBER PERCENT IMPERVIOUS AREA 296 UD SCS EOTENSIONLESS UNTIGRAPH TUG .20 UC 425. 27. 1401. 17. 1749. 10. 1405. 3. UNIT HOTCGRAEH 14 END-OF-PERICD ORDINATES 786. 452. 257.149.85.48. 297 KK * COMBINE * 298 HC HYERQGRAPH OCMBINATICN IOCMP 2 NUMBER OF HOLOGRAPHS ID OMBINE 299 KK DEINEGB OBTAIN AT DOWSTRE3W END OF BASIN C3 AKR BASIN BOB FICW-TFU BASIN EXISTING BASIN WITH 10'X7' BOX & 72" RCP HYDROGRAEH ROOTIN3 DATA o 302 RS 303 SV 305 SE 307 SQ 309 SE STORAGE RDQTDG NSTPS 1 HYP STOR RSVRIC -1.00 X STORAGE ELEVATION DISCHARGE ELEVATION NLMEKR OF SUBKtaCHES TYPE OF INITIAL, CONDITION INITIAL CQNDITTCN .00 WORKING R AND D COEFFICIENT .0 17.7 62.00 72.00 0. 855. 62.00 75.00 .0 25.2 63.00 73.00 100. 885. 64.65 75.35 .0 35.1 64.00 74.00 200. 1000. 66.21 76.72 .1 47.5 65.00 75.00 300. 67.52 *** .2 .6 1.2 2.3 62.7 66.00 67.00 68.00 69.00 76.00 400. 500. 600. 700. 68.68 70.02 71.58 73.27 3.8 70.00 760. 74.32 COMPUTED STCRAGE-OUTELOW-ELEVATICN DATA STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 62.00 1.95 400.00 68.68 39.05 760.00 74.32 .00 37.74 63.00 2.29 423.88 69.00 42.40 819.00 74.59 .02 75.47 64.00 3.78 498.51 70.00 47.48 855.00 75.00 .06 100.00 64.65 3.82 500.00 70.02 52.82 885.00 75.35 .08 122.44 65.00 5.30 550.00 70.80 62.74 939.56 76.00 .23 .30 .57 .91 186.54 200.00 260.31 300.00 66.00 66.21 67.00 67.52 13.33 17.66 25.24 27.90 600.00 624.85 684.02 700.00 71.58 72.00 73.00 73.27 73.73 1000.00 76.72 1.23 341.38 68.00 35.08 741.71 74.00 5.3 70.80 819. 74.59 *** WARNDG *** MCDIFTED PULS ROUTING MAY BE NLMERICSLLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 187. THE ROUTED HYDROGRAFH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LOMGER REACH.) WARNING --- ROUTED OUTFLOW ( 1007.) IS GREATER THAN MAXIMIM OUTFLOW ( 1000.) IN STORACE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1015.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNDC — ROUTED OUTFLOW ( 1020.) IS GREATER THAN MAXIMIM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1025.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROTTED CUTFLCW ( 1027.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN SraRAGE-OOTFLCW TABLE WARNING --- ROTTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMLM OTTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROTTED OUTFLOW ( 1027.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROTTED OTTFLOW ( 1025.) IS GREATER THAN MAXIMLM OTTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OTTFLOW ( 1022.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING —- ROTTED OTTFLOW ( 1018.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STCRAGE-CUTFLOW TABLE WARNING --- ROTTED OTTFLOW ( 1014.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROTTED OUTFLOW ( 1008.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1002.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE O 311 KK DIVCC PORTION OF BOB FLOW DIVERTED TO NOKIH SIDE OF WALL ASSUMES THE 500 CFS OF A 100-YR STORM WILL BE DIVERTED FLOWS LESS THAN 75 WILL REMAIN IN CALAVERA CREEK THE MECHANISM PDR DIVERTIN3 THIS 500CFS WILL BE 84" RCP DT DI DO. DIVERSION ISTAD INFLOW DIVERTED FLOW DMCRIH DIVERSION ICDROGRAPH TOENmFICATlCN .00 75.00 901.00 1500.00 .00 .00 500.00 500.00 319 KK 321 BA 320 IB 251 PI C4 SUBBflSIN RUSCFF DATA SLBBfiSIN CHARACTERISTICS TAREA 1.24 SUBBASIN AREA PRECrpnKTION DATA STORM 5.20 BASIN TOTAL PRECIPITAT1CN o o 322 LS 323 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRIL CKVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMEHSICNLESS UNTIGRAPH TLM3 .51 LAG UNIT HYEKOGRAEH 33 END-OF-PERIOD ORDINATES 70. 206. 422. 714. 946. 1069. 1074. 1002. 883. 731. 548. 419. 328. 262. 206. 158. 125. 99. 77. 59. 47. 37. 29. 22. 18. 14. 11. 9. 7. 5. 4. 2. 0. 324 KK * OMBINE * 325 HC HYEROGRAPH CCMBINATION IOCMP 2 NLMBER OF HYERCGRAPHS TO COMBINE 326 KK * C3&-RCC * o ROUTE C3 AND C4 THROUGH RCC HYDRCGRAffl RCUITN3 DATA 328 RS STORK3E ROUTING NSTPS 1 MMBER OF SUBREACHES ITYP SIOR TYPE OF INITIAL ODMDITION RSVRIC -1.00 INITIAL CENDTTICN X .00 WORKING R AND D COEFFICIENT 329 RC NORMAL DEPIH CHANNEL ANL .030 LEFT OVERBANK N-VSLUE MKH .040 MAIN CHANNEL N-VALUE WR .030 RICHT OVERBANK N-\/ALUE RLNTH 3900. RESCH LENGTH SEL .0160 ENERGY SLOPE ELMAX .0 MAX. ELEV. FOR STORSGE/OUTFLOW CRLOULATION CRQSS-SECnON DATA -— LEFT OVERBAMK --- + MAIN CHANNEL + — RIGHT OVERBANK --- 331 RY ELEVKEKN 48.00 48.40 48.00 42.00 42.00 46.00 46.00 48.00 330 RX DISKMCE .00 190.00 280.00 300.00 310.00 325.00 390.00 820.00 CEMPUIED STORAGE-OUrnjCW-ELEVKnON DATA STORAGE .00 .34 .75 1.23 1.78 2.41 3.10 3.87 4.72 5.63 OUTFLOW .00 8.00 26.64 55.11 93.73 143.10 203.89 276.76 362.44 461.59 ELEVATION 42.00 42.34 42.67 43.01 43.35 43.68 44.02 44.36 44.69 45.03 STORAGE 6.61 7.67 9.06 13.56 20.28 29.22 40.38 53.75 69.43 90.61 OUTFLOW 574.92 703.08 851.16 1132.57 1601.86 2305.50 3288.16 4591.43 6331.69 8901.05 ELEVATION 45.37 45.71 46.04 46.38 46.72 47.05 47.39 47.73 48.06 48.40 332 KK RCC1 334 BA 333 EB 251 PI SUBBASIN RUNOFF DATA SUBBASIN CHARaCTERISTICS TAREA .05 SUBBASIN flREA DKTA STCRM 4.80 BASIN TOTAL PRECIPITKnCN c 335 LS 336 UD INCREMENTAL PRECIPITKriCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STKIL CRVNBR KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENEICNLESS USHTCRAPH TLSG .11 IfG 103.174.87.35. UNIT HYEROGRAPH 8 EtJD-OF-PERIOD ORDBKIES 14. 6. 2. o 337 KK * CCIUIAL * * * CALAVERA CREEK TOTAL DISCHARGE 339 HC HffiKXJiAffl OCMBINATICN IQCMP 2 NUMBER OF HYDRCGRAPHS TO CCMBINEo 340 KK AH4GC * A3UA HEDICNDA AND CALAVERA CREEK (SCUIH OF WALL) TOTAL Q AT ECR BRIDGE 342 HC HYDRCGRAPH COMBINATION IOCMP 2 NUMBER OP HYDRCGRAPHS TO COMBINE 343 KK RETDTV 344 DR RETRIEVE DIVERSION HYERQ3WEH ISI7O DIVNOKIH DIVERSICK HYORO3WPH IDENnFTCJOTiCN c 345 KK KDCR ROOIE DIVEKIH) FLOW A[£N3 THE NCKIH SHE OF THE Wfili HYERO3RAEH ROJTIN3 DKIR 347 RS 348 RC STORPGE ROUTING NSTPS HYP RSVRIC X 1 NIMBER OF SUBREfiCHES SICR TYPE OF INITIAL, OtWDITIOX -1.00 INITIAL CCNDriTON .00 WORKDJ3 R ffD D COEFFICIENT NCRMRL DEPTH OffiNNEL ANL .030 fiNCH .030 flNR .030 RINIH 4400. SEL .0125 ELMftX .0 LEFT OVERBflNK N-VALUE MAIN CHAtWEL N-VALUE RIGHT OVERBANK N-VALUE REACH LQJ3IH ENERGY SLOPE MAX. ELEV. FOR STORfGE/CUTFLDW CALCULATION 350 RY 349 RX ELEVATION DISTANCE CROSS-SECTION DMA — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK — 50.00 50.00 44.00 40.00 38.00 50.00 50.00 50.00 17.00 20.00 20.10 61.00 108.00 133.00 139.00 140.00 STORAGE .00 .52 COMPUTED STO?AGE-OOrFLCW-ELEVATICN DATA 2.06 4.64 8.06 11.99 16.41 21.32 26.74 32.65 o CUTEDCW ELEVATION STORAGE OUTFLOW ELEVATION 38 39. 5182. 44, .00 .00 .00 .82 .32 13.05 38.63 45.49 6635.65 44.95 82.89 39.26 52.07 8232.74 45.58 244.39 39.89 58.72 9969.34 46.21 546.37 40.53 65.47 11841.54 46.84 971.97 41.16 72.30 13846.07 47.47 1520.95 41.79 79.21 15980.22 48.11 2199.80 42.42 86.21 18241.64 48.74 3015.63 43.05 93.29 20628.37 49.37 3975.79 43.68 100.45 23138.66 50.00 *** VfiRNQG *** M3DIFIED PUS ROTTING MAY BE NUMERICALLY tWSEABLE FCR OUTFLOWS BETWEEN 11842. 10 23139. THE ROUTED 1WDRCC*APH SH3JLD BE EXAMINED FDR C6CILLATTCNS OR OUTFLOWS (3REATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 351 KK RDC2 353 BA SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA .21 SUBBASIN AREA PRECIPITATION DATA 352 PB 251 PI STORM 4.80 BASIN TOEAL PSECTPITOTICN 354 IS INCREMENIAL PRECIPITXTiaN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIKIL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVENCMBER PERCENT IMPERVIOUS AREA 355 UD SCS DIMENSICNLESS UOTIGRAPH TUG .19 LSG tNITIHERCGRAPH 120. 5. 380. 3. 437. 1. 313. 13 END-OF-PERICD CRDDKIES 162. 91. 50.27.15. 356 KK * BOX * 357 HC HHSQGRAPH OCMBBKnCN ICEMP 2 NUMBER OF HYEROGRAPHS TO CCMBDJE 358 KK RRCH SUBBASIN RUCTF DATA 360 BA SUBBASIN CHARACTERISTICS XAREA .43 SUBBftSIN AREA o PRECIPITATION mm 359 PB 251 PI SICRM 4.70 BASIN TOTHL, PRECIPimnCN 361 IS DCREMENDVL PRBCIPrmnCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SGS LOSS RATE STRTL CRVNBR .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA. 362 UD SCS DmENSICNLESS UNITGRAPH TLAG .17 LAG UNIT HYDRCGRAPH 12 END-OF-PERICD CRDBKTES 306. 6. 920. 923. 558. 279. 147. 77. 2. 40. 21. 11. 363 KK * EX 8x8 * 364 HC HYDROGRAPH (XMBBKHCN ICXMP 2 NUMBER OF HYDROGRAPHS TO COMBINE 365 KK NURSERY DETAIN AT NURSERY EAST OF EL OWDK) REAL EXISTDG S'XS'RCB WTIH 3' OF SILT CM BOTIOM ASSLMES ROBERISON'S RAMS PARK GRfiDDG AT NURSERY HYEROGRAPH ROUTING 369 RS 370 SV 371 SQ 372 SE STORAGE ROUTING NSTPS ITYP RSVRIC X STORAGE DISCHflRGE EI£VATION 1 NUMBER OF SUBRESOES SICR TYPE CF INITIAL OOJDmCN -1.00 INITIAL CONDITION .00 WORKING R AND D COEFFICIENT .0 .2 4.0 12.5 24.4 31.8 0. 39. 224. 421. 458. 499. 33.10 34.00 36.00 38.00 40.00 41.00 *** 37.5 592. 41.70 373 KK * COMBINE * 374 HC HYDROGRAPH COMBINKnON ICOMP 2 NUMBER OF HYDROGRAPHS TO CCMBINE o o 375 KK DSflH DCWdSIRESM OF ECR SUBBASIN RUNOFF DMA 377 BA SUBBASIN CHARACTERISTICS TAREA .51 SUBBASIN AREA 376 PB 251 PI PRECIPITATION EKTA SIOW 4.70 BASIN TOTAL PRBdPnTOTCN o 378 LS 379 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 923 LOSS RATE STRTL OWNER RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DJITIflL ABSTRACTION CURVE NtMBER PERCENT IMPERVIOUS AREA SCS DIMENSIONLESS UNTIGRAPH TLAG .28 IA3 117. 55. 385. 36. 691. 23. 761. 15. UNIT HYERO3RAPH 19 EIC-OF- PERIOD ORDINATES 659. 469. 292. 10. 7. 5. 194. 3. 128. 1. 83. O 380 KK CEMBINE ************** 381 HC HHKXSMH OCMBINKnCN KEMP 2 NCMBH* OF HXEROGRAHG ID CCMBINE o o CPERATICN STATION RUCFF SUWARY FI£W IN CUBIC FEET PER SBXND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERM3E FI£W FOR MAXBtM PERIOD FI£W PEAK 6-HOUR 24-HOUR 72-HXR BASIN MAXIMLM TIME OF AREA SUGE MAX STAGE IflERCGRAPH AT BSNBC1 2744. 10.58 1453.598.576.4.34 ROOTED TO KIBC2 2743. 10.58 1453.597.575.4.34 404.02 10.58 HYERCGRAPH AT BSNBC2 350. 10.08 168.69.66..55 2 CCMBINED AT BC1&BC2 3052. 10.58 1620.666.642. 4.89 ROOTED TO RIBC3 3046. 10.58 1620.664.639. 4.89 386.24 10.58 HYERCGRAPH AT BSNBC3 739. 10.08 353.145.139. 1.18 2 CCMBINED AT BC2&BC3 3693. 10.50 1970.809.779. 6.07 ROUTED TO KIBC4 3677. 10.58 1969.804.775. 6.07 361.78 10.58 O HYDRCGRAPH AT 2 COMBINED AT BSNEC4 182. 10.00 BC3&EC4 3826. 10.58 85. 2053. 35. 839. 33. .31 808. 6.38 HYEROGRAPH AT AHL 1673. 10.58 877.359.346. 2.83 ROUTED TO 2 CCMBINED AT ROOTED TO DEISYC 1663. 10.67 877.359.346. 2.83 ECHO. 5481. 10.58 2931. 1198. 1154. 9.21 RTAH2 5172. 10.92 2892. 1180. 1136. 9.21 371.24 10.67 343.97 10.92 HYERQGRAPH AT AH3 507. 10.08 243. 100.96. .83 ROOTED TO ROOTED TO DEISHADO RTAH2 457. 10.50 243.100. 454. 10.67 243. 100. 96. .83 96. .83 351.83 10.50 321.25 10.67 HTCRCGRAPH AT AH2 756. 10.17 366.149.144. 1.41 c 3 CCMBINED AT ROUTED TO AKL-3&BC 6234. 10.75 AH2-AH7 6159. 10.92 3489. 1428. 3481. 1420. 1376. 11.45 1368. 11.45 288.06 10.92 o O r ^ ^ io_Qo ROUTED TO on 77 70AH4-HB 399. 10.17 196. 80. 77. . HffiRCGRAEH AT 84 74AH5 443. 10.08 212. 87. Hi. 2 OMBINED AT _ 4Q? lg? 161_ ^44 OCMBINE 839. 10.08 DEIMELRO 489. 11-00 406. 1. . • ^ ^ u QQ ROUTED TO „ Ifi1 i 44-0 406. 167. 161. !•*» ROOTED TO . ,cs 1 44ffl5-AH6 465. 11-92 389. 164. 158. 1-44 539. 10.08 261. 107. AT 91 262. 2.35 DEI™ 642. 11.42 607. 271. 261. 2.35 607. 270. 260. 2.35 160.88 11-67 AT ^ ^^ io^fl ffl8_7 173. 10.08 83. 34. 33. .31 AT ^ ^ ^^^ AT 1?55. 15.23 9 7020. 11.17 4376. 1809. 1743. 15.23 ^ 1Q_17 2 OPINED AT ^^ ^ no8 ^ 19Q5 1835. 16.23 RCUTHDIO ^^^ ^^ n25 ^ 199Q 1934. 16.23 ^o 332. 10.00 03^ 7328. 11.25 4733. 2053. 1995. 16.89 7321. 11.25 4732. 2052. 1991. 16.89 54. 10.00 2 COMBINED AT AGUA 7338. 11.25 4754. 2062. 2000. 17.00 mDRCGRAEH AT Cl 505. 10.25 249. 102.98..87 ROOTED TO ROOTED TO CCDEIMEL 504. 10.25 C1-C2 361. 11.00 249. 102. 235.98. 98. .87 95..87 335.64 10.25 240.99 11.00 HYEROGRAEH AT C2 1519. 10.33 760. 311.299. 2.72 2 CCMBINED AT CCMBINE 1831. 10.42 988.409.394. 3.59 ROOTED TO ROOTED TO DEICALA. 1348. 11.17 C2-C3 1325. 11.33 745. 743. 291. 290. 280. 3.59 279. 3.59 218.76 11.17 100.24 11.33 HYERCGRAEH AT C3 475. 10.08 224.91.88..88 2 CCMBINED AT CCMBINE 1501. 11.17 879.381.367. 4.47 ROOTED TO DEDEJB 1029. 12.50 851.381.367. 4.47 77.06 12.50 DIVERSION TO DIVNDRIH 500. 12.50 447.189.182. 4.47 HffiRDGRAffl AT DIVCC 529. 12.50 403.192.185. 4.47 mEROGRAEH AT C4 629. 10.42 314. 128.123. 1.24 2 CCMBINED AT CCMBINE 899. 10.58 682.319.308. 5.71 ROOTED TO C3&-RCC 891. 10.75 682.318.306. 5.71 46.09 10.75 HYDRDoRAffl AT ROC1 26. 10.00 12.5.5..05 2 OTBINED AT CCICTOL 905. 10.61 692.323.311. 5.76 2 OMBINH) AT AH+CC 8157. 11.25 5446. 2384.2311. 22.76 HHSOGRAEH AT REIDIV 500. 11.50 447.189.182..00 ROOTED TO RHCR 500. 13.00 447.188.181..00 40.43 13.00 c HYEROGRAffl AT 2 CCMBINED AT RCE2 99. 10.08 46.19.18..21 o BOX 526. 12.00 472. 207. 199. .21 HffiROGRAffl AT RRCH 198. 10.00 92. 38. 36. .43 2 CCMBINED AT EX_8x8 584. 11.58 536. 244. 235. .63 ROUTED TO NURSERY 556. 14.17 505. 243. 234. .63 41.43 14.17 2 OTBINED fST CTMBB1E 8603. 11.25 5922. 2628. 2546. 23.40 HXERCGRMW AT DSfiH 231. 10.17 110. 45. 43. .51 2 OMBINED AT OTBINE 8708. 11.25 6024. 2673. 2589. 23.91 *** N3MVL END OF HHC-1 *** o IBS"- C HEC-1 ANALYSIS EAST VILLAGE ONLY (NO WEST VILLAGE DEVELOPMENT) o 0 FLCOD HYDRCGRAPH PACKA3E JW 1998 VERSICN 4.1 (HBC-1) * RUJ DATE 22FEB06 TIME 19:21:28 U.S. AW CORPS OF ENGINEERS HYDROLCGIC EN3INEERBG CENTER 609 SECOND siKiasr DAVIS, CALIFC5NIA 95616 (916) 756-1104 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X X XX XX X XXXXXXX XXXXX XX X XXXXX X X X XXX THIS PROGRAM REPMOES ALL PREVIOUS VERSIONS OF HBC-1 KNOW AS HEC1 (JSN 73), HEC1GS, HEC1EB, Aid HEC1KW. THE DEKLWmONS OF VARIABLES -RTIMP- AND -R3TOR- HAVE CHANGED FROM THOSE USED WITH 1HE 1973-SmE INPUT SIMJL'IURE. THE DEFDHTTCN OF -»KKK- ON RM-CARD WAS CHANGED WITH REVISIONS DBIED 28 SEP 81. THIS IS THE PORTRAN77 VERSION NEW OPTIONS: DPMBREAK OUTFKW SOEMERGENCE , SINGLE EVENT DM4SGE CALCULATTCN, DSS:WRITE SBGE FREQUENCY, DSS:READ TTOE SERIES AT DESIRED CALOMTICN INTERVAL UDSS RATE:GREEN AND fl"IPT 3NFTLTRATTCK KJNEMKITC WWE: NEW FlNl'lE DIFFERENCE AUXRITHM c HHC-1 INPUT PA3E 1 LIME *** FREE »** o 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 47 *DI ID ED ID TD ID ID ID ID ID ID ID ID ID ID ID ID IT 10 KK KM IN FB PI PI PI PI PI BA LS UD KK KM RS RC RX RY KK KM PB PI PI PI PI PI BA LS UD fcem BASELINE PER CITS' OF CARLSBAD BUT WTIH 84 INCH INSTEAD OF WETR WALL. NO MODS TO BASIN BJB OUTLET, HISTORIC CAIAVERA LAKE, NO BASIN BJ. ID MODELS DETENTION AT ECR WITH EXISITN3 NURSERY FUEWME: BASE84N.HC1 FINAL 100-YR, 24-HR HYDROLQGIC ANALYSIS FOR RANCH) CARLSBAD MOBILE HCME PARK INCLUDES DETENTION BASINS AT FARADAY, MELROSE, BJB, AND BJ INCLUDES DETENTION AT CAIAVERA DAY ASSUMDC VALVES ARE OPEN DURBC STOW INCLUDES SPLIT FLOW TO NORTH SIDE OF WALL IN CAIAVERA CREEK JN: 13182-D FN: RC100.HC1 DATE: DECEMBER 1, 2004 5 4 BSNBC1 BASN1 30 6 0 .014 .082 .01 .01 4.34 0. .739 RTBC2 ROUTE 1 .014 20 410 BSNBC2 NCRTH 5.7 0 .014 .082 .01 .01 0.55 0 .246 0 0 300 FROM COUNIY OF SAN DIEGO .009 .016 .041 .016 .011 93 FROM BASIN STOR .014 50 410 OF SH 78 .009 .016 .041 .016 .011 91 .007 .017 .027 .015 .01 .009 .02 .023 .014 .009 CALCS .009 .023 .021 .015 .009 .011 .03 .02 .012 .009 .009 .045 .019 .013 .009 .011 .067 .017 .01 .01 .012 .088 .016 .01 .009 .013 .096 .018 .009 BC1 THROUGH BASIN BC2 -1 .014 70 410 .007 .017 .027 .015 .01 1220 70 400 .009 .02 .023 .014 .009 .0098 100 400 .009 .023 .021 .015 .009 100 410 .011 .03 .02 .012 .009 120 410 .009 .045 .019 .013 .009 130 410 .011 .067 .017 .01 .01 .012 .088 .016 .01 .009 .013 .096 .018 .009 o HSC-1 INPUT RH3E 2 o LINE 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 ...9 10 KK KM UC KK KM RS RC RX RY KK KM EB BA IS UD KK KM HC KK KM RS RC RX RY KK KM EB BA LS UD KK KM HC KK EB BA IS UD KK KM RS SV SQ SE BC1&BC2 COMBINE BASINS BC1 ?ND BC2 2 RTBC3 ROL7TE FROM BASIN BC2 THROrj) BASIN BC3 1 SICR -1 .060 .080 .060 2000 .0125 767.5 767.9 789.5 830.3 864 889.7 898.6 390.6 391 391.1 378.25 378 387.5 388.2 BSNBC3 SOOTH OF SH 78 5.6 1.18 0. 91 .221 BC2&BC3 COMBINE BASINS BC2 MB BC3 2 RTBC4 ROUE FROM BASIN BC3 THROUGH BASIN BC4 1 STCR -1 .060 .060 .060 3580 .0072 473 500.1 505.8 546.1 582.3 654.9 664.5 370.79 370.63 372.1 352.86 353.22 374.7 375.75 BSNBC4 NEAR CENFtHNC£ WTIH M3UA HEDIONDA 5.5 0.31 0. 88 .133 BC3&BC4 OCMBINE BASINS BC3 AND BC4 2 AH1 5.7 2.83 0. 92 .712 DEISYC IKEAIN AT SYC7SMCRE AVE 1 SICR -1 0 0.34 1.57 7.08 26.44 0 622 1521.3 2091.0 2578.3 360 365 370 375 380 905.6 388.00 688.1 384.24 o HEC-1 INHJT PfGE 3 LINE 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 ...9 10 KK BC&H1 KM COMBINE BUENA OiEEK BASINS AND fKL HC 2 KK RTHH2 KM ROUTE BASIN AttL AND BUENA CREEK BASINS THROUGH BASIN AH2 RS 1 RC .060 RX 0 RY 400 KK AH3 ffi 5.4 BA 0.83 IS 0. OD .227 KKDEISHADOW KM DETAIN RS 1 SV 0 9Q 0 SB 339.5 KK RTHH2 STDR .080 100 380 92 -1 .060 8180 .007 200 300 600 800 360 340 340 360 900 1100 380 400 AT SHADCWRHX3E STOR 1.14 190.8 345 -1 6.25 15.18 21.83 405.0 547.1 618.3 350 355 358 KM ROUTE FROM BASIN AH3 THROUGH BASIN AH2 RS 1 RC .060 RX 0 RY 400 KK AH2 ra 5.4 BA 1.41 LS. 0. UD .356 STOR .080 80 380 87 -1 .060 3000 .013 250 450 500 600 340 320 320 340 700 750 380 400 123 124 125 KKAKa-35BC KM COMBINE BUENA CREEK BASINS AND HD. ?ND AH3 WTIH AH2 HC 3 126 127 128 129 130 131 132 133 134 135 136 KK AH2-AH7 KM ROUTE ffl2 THROUGH AH7 RS 1 STOR -1 RC .08 .08 .08 7660 RX 0 150 300 350 RY 400 340 300 280 KK AH4 PB 5.4 BA .70 LS 0. 90 UD .172 .023 400 470 280 300 520 340 680 400 o 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 KK AH4-AH5 KM ROUTE AH4 THRCU31 AH5 RS 1 SICR -1 RC .06 .08 .06 4900 .016 RX 0 50 100 220 300 450 600 700 RY 440 420 380 360 360 380 400 440 KK AH5 P3 5.3 BA .74 LS 0 92 LD .212 KK COMBINE HC 2 KKDEWELROSE KM DETAIN AT MELRCSE KM WTTH RECTANGULAR 5.6'WIDE BY 4"ffiLL ORIFICE AT EXISTING CULVERT KM SEE ENVELOPE DATED 1-14-04 IN JCB FILE 13182-D FOR BACKUP RS 1 SICR -1 SV 0 .029 .162 .482 1.12 2.30 4.59 8.67 14.8 SV 33.4 45.8 52.6 SQ 0 55.44 152.53 215.71 264.19 305.06 341.07 373.62 403.56 SQ 457.59 482.34 494.26 SE 308 310 312 314 316 318 320 322 324 SE 328 330 331 KK AH5-AH6 RS 1 SICR -1 RC .08 .08 .08 5000 .002 RX 0 120 150 300 420 550 650 750 RY 320 300 280 260 260 280 300 320 KK AH6 FB 5.2 BA .91 LS 0 93 UD .259 KK COMBINE 1C 2 KKDEMFARADAY KM DETAIN AT PROPOSED FARADAY CRCSSDC 5x5 RGB KM SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D FOR BACKUP RS 1 STCR -1 SA .000 .196 .432 .924 1.32 1.77 3.09 4.30 5.36 SA 7.09 SE 221.84 224 226 228 230 232 234 236 238 SE 242 SQ 0 100 200 300 400 500 600 682.5 700 SE 221.84 225.91 228.46 231.55 231.90 234.72 238.56 244.16 245.43 23.0 431.42 326 6.20 240 o o 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 KK KM RS RC RX RY KK FB BA IS tD KK KM RS RC RX RY KK FB BA IS ID KK KM VC KK KM RS RC RX RY KKre BA ISin KK K KK KM RS SV 92 AH6-7 RCUIE 1 .08 0 220 AH8 5.0 .31 0 .1 AH8-7 ROUTE 1 .08 0 220 fKl 5.2 1.12 0 .420 CCMBINE AH6 THROQJ SICR .08 50 200 92 AH8 THRCO3i SICR .08 50 200 82 AH7 -1 . 08 2800 . 02 110 230 350 500 600 180 160 160 180 200 AH7 -1 .08 3260 .02 110 230 350 500 600 180 160 160 180 200 650 220 650 220 CCMBINE BASINS PHI WITH AH6 H» AH8 4 AH7-SH9 ROJffl 1 .08 0 200 AH9 5.0 1.0 0 .307 CCMBINE 2 AH9-10 RCUIE 1 4.5 500 AH7 THRCOai SICR .08 80 180 87 AH9 THRCU3H SICR AH9 -1 .08 5260 .007 200 250 650 950 1200 140 100 100 140 180 AH10 (MCDIFIED PULS) -1 1300 200 7.5 12.8 35 60 88.1 101.9 1000 2000 4000 6000 8000 9000 O HEC-1 INPUT PW3E 6 LINE JD 1 2 3 4 5 6 7 8 9 10 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 KK MHO PB 4.8 BA .66 IB 0 89 UD .173 KK COMBINE HC 2 KKAH10-RCA KM ROUTE fftLO THROUGH RCA RS 1 SICR -1 RC .03 .03 .03 2780 .007 RX 0 10 26 35 52 95 100 120 RY 50 48 46 42 42 44 46 48 KK RCA PB 5.0 BA .11 IB 0 85 LD .071 KK A3UAHEDICNDA TOIHL DISCHARGE KM COMBINE AKLO AND RCA 1C 2 KK Cl KM BASN1 FRCM COUNTY OF SAN DIEGO CKLCS IN 30 PB 5.5 PI 0 .009 .007 .009 .009 .011 .009 .011 PI .014 .016 .017 .02 .023 .03 .045 .067 PI .082 .041 .027 .023 .021 .02 .019 .017 PI .01 .016 .015 .014 .015 .012 .013 .01 PI .01 .011 .01 .009 .009 .009 .009 .01 BA .87 I£ 0 90 UD .409 KKCCDETMELSC6E KM DETAIN NEAR N. MEIK3SE RS 1 SICR -1 SV 0 0.32 1.13 3.37 21.53 SQ 0 454.2 688.8 770.4 962.9 SE 326.95 335.0 338.0 340.0 345.0 KK C1-C2 KM ROUTE a THROUGH C2 RS 1 SICR -1 RC .06 .08 .06 18380 .014 RX 0 80 300 600 650 1000 1350 1700 RY 300 280 260 240 240 260 280 300 .012 .013 .088 .096 .016 .018 .01 .009 .009 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 KK re BA IS U3 KK H: KK KM KM RS SA SE SS KK KM RS RC RX RY KK KM re BA IS ID KK K: KK KM KM C2 5.3 2.72 0 91 .480 CEMBINE 2 DETCALA DEIMN AT CALVERA IAKE BEFCRE DSM IMERDVEMENIS 1 21 208 216.5 C2-C3 ROJIE 1 .05 0 200 a ELEV 24 210 150 209.0 27 212 2.64 30 214 1.5 33 35 38 39.5 41 216 217 218 219 220 43 221 C2 THRCU31 C3 SICR .06 200 160 AREA HUUSIED 5.1 .88 0 .201 CXMBBE 2 DEINBOB 89 -1 .05 250 120 5620 300 100 .021 800 900 1100 1400 100 120 140 160 TO INCUTS CALAVERA HHIS ii (+0.03 SQ. MI.) DEIAIN AT DOWNSTOBW END OF BASIN C3 AKA BASIN BOB FLOW-THJ BASIN EXISTDC BASIN WTIH 10 * KD 0 2 0 302 303 304 305 306 307 308 309 310 RS SV SV SB SE SQ SQ SE SE 1 0 17.66 62 72 0 855 62 75.0 0 22 SICR .002 25.24 63 73 100 885 64.65 75.35 -1 .02 35.08 64 74 200 1000 66.21 76.72 'X71 BCK .08 47.48 65 75 300 67.52 & 72" RCP .23 .57 1.23 2.29 3.78 62.74 66 67 68 69 70 76 400 500 600 700 760 68.68 70.02 71.58 73.27 74.32 5.30 70.8 819 74.59 * SQ 200 400 600 800 1000 1051.6 1120 1200 1250 1292 * SE 64.3 65.7 66.8 67.8 72.5 73.3 74.1 74.8 75.1 75.9 KK KM KM KM KM DIVCC ECKITCN ASSUMES FLOWS LI OF BJB FLOW DIVERTED TO NORTH SIDE CF WALL THE 500 CFS CF A 100-YR SICRM WILL BE DIVERTED •SS THAN 75 WILL REMAIN IN CALAVERA CREEK THE MECHANISM FOR DIVERTING THIS 500CFS WILL BE 84" RCP DTDIVH3RTH DI DQ KK EB BA LS UD KK HC 0 0 C4 5.2 1.24 0 .513 CCMBINE 2 75 901 1500 0 500 500 88 LINE 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 KK C3&-RCC 327 KM ROUTE C3 WO C4 THRCU31 RCC 328 RS 1 STCR -1 329 RC .03 .04 .03 3900 .016 330 RX 0 190 280 300 310 325 390 820 331 RY 48 48.4 48 42 42 46 46 48 332 KK ROd 333 EB 4.8 334 BA .0545 335 LS 0 87 336 tD .108 337 KK OCTOIAL 338 KM CAIAVERA CREEK TOTAL DISCHARGE 339 HC 2 340 KK AH+CC 341 KM M3UA HEOIOMDA AND CAIAVERA CREEK (SCOIH CF WALL) TOTAL Q AT ECR BRIDGE 342 HC 2 343 KK REIDIV 344 DRDIVNDRTH 345 KK RTNOR 346 KM RCUIE DIVERTED FLOW ALONG THE NORTH SIDE OF THE WALL 347 RS 1 STCR -1 348 RC .03 .03 .03 4400 .0125 349 RX 17 20 20.1 61 108 133 139 140 350 RY 50 50 44 40 38 50 50 50 ami HBC-l INPUT P«3E 9 LINE o 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 KK re BA ISUD KK VC KKre BA IS UD KK K KK KM KM KM KS SV SQ SE KK 1C KK PB BA IS to KK 1C zz RCX2 4.8 .208 0 87 .185 BOX 2 RRCH 4.7 .425 0 87 .167 EX_8x8 2 NURSERY DE1MN AT NURSERY EAST OF EL OMQO REAL EKTSTBG 8'XS'RCB WTIH 3' OF SILT CN BOTICM ASSUMES EXIST NURSERY PER 2005 O'DHY TOPO 1 STCR -1 0 .243 5.674 19.064 38.361 50.101 59.045 0 39 224 421 458 499 592 33.1 34 36 38 40 41 41.7 CCMBBE 2 DSAHDOWSTRESM OF ECR 4.7 .508 0 87 .280 OCMBINE 2 ...10 o o SCHEMATIC DIK3MM OF SIREPM NETWORK INPUT LINE ND. 19 31 (V) ROUTING (.) COWECTCR BSNBC1 V V RTBC2 (--->) DIVERSION OR EtMP FUOW (<—) RETURN OF DIVERTED OR KMPED F1CW 37 BSNBC2 48 51 V V KIBC3 57 ESNEO 63 BC2SBC3. V V 66 RTBC4 72 BSN6C4 78 BC3&BC4. 81 86 Kfl. V V DEISYC 92 95 BOH1. V V RTAH2 101 106 112 NO V V DETSHBDO V V KTOH2 118 £H2 123 WD.-3&BC. V V 126 AH2-AH7 O 132 137 143 AH4 V V 7H4-AH5 .AH5 ..o o o 148 . <XMBBE V V 150 . DEMELRD V V 161 . ME-AH6 166 . ftK 171 . CCMBINE V V 173 . DEINFRRA V V 183 . AH6-7 189 . . flH8 V V 194 . . flH8-7 200 205 CtMBINE V V 208 AH7-AH9 214 . AH9 219 CCMBINE V V 221 SH9-10 226 . ffllO 231 OCMBINE V V 233 AH10-RCA 239 . RCA 244 247 . Cl V V 259 . OCDEIMEL V V 265 . C1-C2 271 C2 276 . CEMBME V 278 285 V DETCHA V V C2-C3 291 C3 c 297 . OMBINE V V 299 . DEINBJB 316 . . >DIVtCRIH 311 . DIVCT 319 . . C4 324 . CEMBINE V V 326 . C3&-RCC 332 . . ROC1 337 . CETOIHL 340 AH+CE 344 . .< DMKKIH 343 . REIDIV V V 345 . R3NCR 351 . . RCC2 356 . BOC 358 . . RRCH 363 . EX_8x8 V V 365 . NURSERY 373 QCMBINE 375 . DSAH 380 CXMBINE (***) RLNORF HSO OCMEWH3 AT THIS D3CKHCN C FICCD HYDRCGRAPH PACKAGE JUS! 1998 VERSION 4.1 (HBC-1) * RtN DfflE 22FEB06 TIME 19:21:28 U.S. ARMY CORPS OF ENGINEERS HYDROICGIC ENGINEERING CENTER 609 SECOND STREET DAVE, CALIFORNIA 95616 (916) 756-1104 BASELINE PER CITY OF CARLSBAD BUT WTIH 84 INCH INSTEAD OF WEIR WALL. NO MODS TO BASIN BOB OUTLET, HISTORIC CALAVERA LAKE, NO BASIN BJ. ID MODELS DETENTION AT ECR WITH EXISTING NURSERY FILENAME: BASE84N.HCa FINAL 100-YR, 24-HR HYDROLCGIC ANALYSIS FCR RANCHO CARLSBAD MOBILE HCME PARK INCUIES EETENmCN BASINS AT EARADAY, MELRCSE, BJB, USD BJ INCLUDES DETENTION KT CRLAVERA DPM ASSUttBE VALVES ARE OPEN EURBG STORM INCLUDES SPLIT FLOW TO NCRIH SIDE OF WALL IN CMAVERA CREEK JN: 13182-D FN: RC100.HC1 DATE: DECEMBER 1, 2004 o 18 IO IT OUTHJT CONTROL VARIABLES IPRNT 4 PRINT CCNIRCt, IPLCT 0 PLOT OCNTROL QSCAU 0. HYDRCGRAPH PLOT SCALE HYDRCGRAPH TIME NMIN IDATE NQ NCDATE NDTTME ICENT 5 MDJUTES IN COMPUTATION INTERVAL 0 STHRTING MTE oooo STARTING TIME 300 NCMBER OF HYDRCGRAPH ORDINAIES 0 ENDING DATE 0055 ENDING TIME 19 CENTURY MARK CCMPOrATICN INTERVAL TOTAL TIME BASE .08 HOURS 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LEN3IH, ELEVATION F1CW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT 19 KK BSNECl * BASN1 FROM COUNTY OF SAN DIEDO CALCS 21 IN TOME DATA FCR INPUT TIME SERIES O JXMIN JXDATE 1 JXUME SUBBASIN RUNOFF DATA 30 TIME INTERVAL IN MINUTES 0 STARTING DATE 0 STARTIN3 TIME o 28 BA 22 PB 23 PI SUBBftSIN CHARACTERISTICS TAREA 4.34 SUBBftSDJ AREA PRECIPnKTICN DfflA STCRM 6.00 BASm TOTAL o 29 LS 30 ID INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RA1E STKTL CRVNBR RTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMEMSICNLESS UNHGRAPH TIA3 .74 IfC UNIT HYEROGRAPH 46 END-OF-PERICO ORDINATES 93. 2542. 523. 91. 17. 302. 2348. 437. 76. 14. 576. 2124. 366. 65. 11. 950. 1843. 308. 54. 8. 1436. 1502. 260. 45. 5. 1949. 1222. 217. 38. 2. 2344. 1025. 183. 32. 2587. 858. 151. 28. 2678. 725. 129. 24. 2670. 620. 107. 21. 31 KK RIBC2 ROUTE FROM BASIN BO. THROUGH BASIN BC2 HYDRQSiAPH ROOTING EKIA 33 RS STORAGE ROUTING NSTPS mp 1 NUMBER OF SUBREACHES SIGR TYPE OF INITIAL CONDITION RSVRIC X -1.00 INITIAL OONDTTKN .00 WORKING R AND D COEFFICIENT 34 RC NOFMAL DEPIH CHANNEL ANL ANCH .ANR RLNIH SEL EIMAX .014 .014 .014 1220. .0098 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATICN 36 RY 35 RX ELEVATION DISTANCE CROSS-SHCTICN LIBIA --- LEFT CVERBANK --- + MAIN CHANNEL + --- RIGHT CVERBANK — 410.00 410.00 410.00 400.00 400.00 410.00 410.00 410.00 20.00 50.00 70.00 70.00 100.00 100.00 120.00 130.00 COMPUTED SICRME-CUTELCW-ELEVATICN DATA STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION 400 4 4118. 405 .00 .00 .00 .42 .90 .26 .44 105.98 400.53 4.86 4746.18 405.79 .88 329.06 401.05 5.31 5396.18 406.32 1.33 633.02 401.58 5.75 6066.83 406.84 1.77 1001.38 402.11 6.19 6756.30 407.37 2.21 1423 .45 402.63 6.63 7463.01 407.89 2.65 1891.44 403.16 7.08 8185.56 408.42 3.10 2399.38 403.68 7.52 8922.69 408.95 3.54 2942.45 404.21 7.96 9673.29 409.47 3.98 3516.72 404.74 8.40 10436.36 410.00 *** WARNBG *** MODIFIED PULS RCUTQG MAY BE NUMERICALLY INSTABLE FCR OUTFLOWS BETWEEN 106. ID 10436. THE ROUTED HYDSCGRAPH SHOULD BE EXBMBJEO FCR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 37 KK BSNBC2 NORTH OF SH 78 21 IN TIME DATA FOR INPUT TIME SERIES J»ON 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE OXTTME 0 STARTING TIME SUBBASDJ RLNDFF DATA 45 BA SUBBASIN CHARACTERISTICS TAREA .55 SUBBASBJ AREA 39 PB 40 PI PRECIPnVOTON DATA STORM 5.70 BASIN TOTAL PRECIPITATION INCREMENffiL PRECIPITATION PATTERN o .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 o .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 .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 .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 .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 .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 .00 .00 .00 .00 46 LS SCS LOSS RATE STKTL CRVNBR RTTMP .20 INITIAL, ABSTRACTION 91.00 CURVE NLMBER .00 PERCENT IMPERVIOUS AREA 47 UD SCS DIMENSICNLESS UNITGRAPH TLBG .25 LA3 167. 38. 573. 24. 897. 15. 882. 10. UNIT HYERCGRAPH 17 END-OF-PERIOD CROUCHES 676. 400. 249. 6. 3. 1. 159.61. 48 KK BC1SBC2 * COMBINE BASINS BC1 AND BC2 50 HC HYDRCGRAPH COMBINATION ICCMP 2 NUMBER OF HYERCGRAPHS TO COMBINE 51 KK RTBC3 ROUTE FRCM BASIN BC2 THROUGH BASIN BC3 HYERCGRAPH RCUTTN3 DATA 53 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL, CONDITICN -1.00 INITIAL, COtCmON .00 WORKING R AND D COEFFICIENT 54 RC NORMAL DEPTH CHANNEL O ANL ANCH WR RLNTH SEL ELMAX .060 .080 .060 2000. .0125 .0 LEFT OVERBANK N-VALUE MAIN CHSNNEL N-VALUE RIGHT OVERBANK N-VALUE RETCH LENGTH ENERGY SLOPE MAX. ELEV. FOR STXJWGE/CUTFLCW CALCULATION c CROSS-SECnCN EKTA --- I,EFT OVERBANK --- + WON CHANNEL ... RIGHT OVERBANK --- 56 RY ELEVATICN 390 55 RX DISTANCE 767, .60 391.00 391.10 378 .50 767.90 789.50 830 .25 378 .30 864 .00 387 .00 889 .50 388.20 388.00 .70 898.60 905.60 COMPUTED STORAGE-OUTELCW-ELEVATION DATA STORAGE OUTFLOW ELEVATICN SIORAGE OUTFLOW ELEVATION .00 .00 378.00 16.65 2144.83 384.89 .92 2.15 3.51 27.50 105.90 224.67 378.69 379.38 380.07 19.04 21.55 24.20 2585.51 3071.54 3604.29 385.58 386.27 386.96 5.00 381.61 380.76 26.98 4198.11 387.65 6.62 576.39 381.45 30.11 4894.22 388.34 8.37 809.49 382.14 33.54 5669.83 389.03 10.25 12.25 1081.75 1394.25 382.83 383.52 37.05 40.62 6516.29 7429.93 389.72 390.41 14.38 1748.19 384.21 44.31 8409.33 391.10 57 KK BSNBC3 60 BA 59 PB 40 PI SOUTH OF SH 78 SUBBASIN RUKW DA1A SUBBASIN CHARACTERISTICS TAREA 1.18 SUBBASIN AREA. PRECIPITATION DKTA STORM 5.60 BASIN TOTAL PRECIPnKTICN o 61 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRTL CKVNBR .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTICN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NtMBER o RT1MP .00 PERCENT IMPERVIOUS AREA 62 UD SCS DIMENSICKLESS IMTIGRAPH TLA3 .22 LAG 459. 55. 1557. 32. 2166. 21. 1919. 12. UNIT HYDRCGRAPH 15 END-OF-PERIOD CRDINATES 1255. 714. 437. 5. 260.154.92. 63 KK BC2&BC3 * CCMBINE BASINS BC2 AND BC3 65 HC HYDRCGRAPH CXMBINATiaN ICOMP 2 NUMBER CF HYDROGRAPHS TO COMBINE o 66 KK RTBC4 ROUTE FROM BASIN BC3 THROUGH BASIN BC4 HYDROGRAPH ROUTING DATA 68 RS STCRSGE ROUTING NSTPS rntp RSVRIC X 1 NUMBER OF SUEREW3ES SIOR TYPE CF INTTIAL ODNDTTION -1.00 INITIAL CCNDmCN .00 VCRKING R AMD D COEFFICIENT 69 RC NORMAL DEPTH CHANNEL ANL ANCH AMR RLWTH SEL ELMRX .060 .060 .060 3580. .0072 .0 LEFT OVERBWIK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBBNK N-VALUE RESffl LENGTH ENERGY SLOPE MfiX. ELEV. FOR STCRAGE/OUTFICW CALCULATION 71 RY 70 RX ELEVATION DISTANCE CROSS-SECTION DATA --- LEFT OVERBANK — + MAIN CHANNEL 370.79 370.63 372.10 352.86 353.22 473.00 500.10 505.80 546.10 582.30 -- + — RIGHT OVERBANK --- 374.70 375.75 384.24 654.90 664.50 688.10 CCMPUTED SIORAGE-OUTFLOH-ELEVATION DATA SICRAGE OUTFLOW ELEVATION .00 .00 352.86 4.84 149.62 354.51 11.43 549.30 356.16 19.25 1173.44 357.81 28.29 2029.94 359.47 38.57 3132.84 361.12 50.06 4498.10 362.77 62.79 6142.27 364.42 76.74 91.92 8081.97 10333.71 366.07 367.72 STORAGE 108.33 126.70 149.80 173.94 199.22 225.61 252.62 280.26 308.53 337.41 OUTFKW 12913.74 15846.69 19423.39 23742.63 29043.83 35036.98 41571.65 48639.21 56234.87 64355.75 ELEVATION 369.38 371.03 372.68 374.33 375.98 377.63 379.29 380.94 382.59 384.24 c 72 KK BSNBC4 NEAR CCNHUEtCE WITH AGUA HEDICNCft SUBBASDJ RUNOFF DATA 75 BA SUBBASDJ CHARACTERISTICS TAREA .31 SUBBASIN AREA, PRECTPrTATTON DATA 74 PB 40 PI STORM 5.50 BASIN TOTAL PRECIPITATON 76 IB INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RATE STKTL CKVMBR RITMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DJITTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTICN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 77 UD SCS DIMQEICNLESS IMTQWPH TLAG .13 IA3 374.859.646.281. LKTT HKERCQiAPH 10 END-OF-PERIOD ORDINATES 131. 61. 28.13.6.2. 78 KK BC3&BC4 * c 80 HC COMBINE BASINS BC3 AND BC4 HVERCGRAPH OCMBINAlTaN ICCMP 2 NUMBER OF HTCROGRAPHS TO CCMBINE 81 KK AH1 SUBBASIN RUNDFF EISA 83 BA SUBBASIN CHARACTERISTICS TAREA. 2.83 SUBBASIN AREA PRECIPITATION DATA 82 PB 40 PI STOEM 5.70 BASIN TOTAL PRECIPITATION o 84 LS INCREMENBVL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .17 92.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 85 UD SCS DIMENSICNLESS UNTIGRAPH TLAG .71 LAG 68. 1666. 216. 1521. 414. 1347. 685. 1129. UNIT HOMOGRAPH 45 END-OF-PERIOD ORDINATES 1034. 1381. 1635. 909. 746. 621. 1779. 517. 1813. 441. 1789. 369. o 309. 255. 215. 179. 149. 125. 103. 87. 72. 61. 51. 43. 35. 29. 25. 21. 18. 16. 13. 11. 8. 6. 4. 2. 0. 86 KK * DEISYC * * * DETAIN AT SYCWCRE AVE HYDROGRAFH ROUTING DATA 88 RS 89 SV 90 SQ 91 SE *** WARNING *** MXOTTED PULS ROUTING NKY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 1521. THE RCUIED HYDROGRAFH SHDULD BE EXAMINED FOR CSCHiATICNS CR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE {USE A LONGER REACH.) STORAGE ROOTING NSTPS ITYP RSVRIC X SIORAGE DISCHARGE ELEvKnCN 1 SICR -1.00 .00 .0 0. 360.00 NUMBER OF SUBREACHES TYPE OF INITIAL CONDITION INITIAL CONDITION WORKING R AND D COEFFICIENT .3 1.6 7.1 622. 1521. 2091. 365.00 370.00 375.00 26.4 2578. 380.00 92 KK * BC&m COMBINE BUENA CREEK BASINS AND AH1 94 HC HYEROGRAFH COMBINATION ICCMP 2 NUMBER OF HYDROGRAPHS TO COMBINE 95 KK * RTBH2 ROUTE BASIN AH1 AND BUENA CREEK BASINS THROUGH BASIN AH2 HYDRCGRAPH ROUTING DATA 97 RS SICRAGE ROUTIKG NSTPS 1 NUMBER OF SUBREACHES HYP SICR TYPE OF INITIAL CENDITION RSVRIC -1.00 INITIAL CONDnTON X .00 WORKING R AM) D COEFFICIENT 98 RC NORMAL DEPTH CHANNEL ANL .060 LEFT OVERBANK N-VALUE o 100 RY 99 RX MKH WR RLNTH SEL ELMAX _-- .080 MAIN CHANNEL N- VALUE .060 RIGHT CWERBANK N- VALUE 8180. REACH LEN31H .0070 ENERGY SICPE .0 MAX. ELEV. FOR STCRH3E/OUTELOH CALCULATION CROSS-SECTION EKTA LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBPNK - ELEVaiTCN 400.00 380.00 360.00 340.00 340.00 360.00 380.00 400. DISIMCE STORAGE OUTFLOW ELEVATION .00 .00 340.00 .00 100.00 200.00 300.00 600.00 800.00 900.00 1100. *** COMPUTED STORSGE-OUTtlDH-ELEWaiCN DATA 191.95 411.99 660.12 936.34 1240.64 1573.04 1931.45 3267.83 10709.81 21775.29 36418.75 54716.53 76794.38 105870.10 1 343.16 346.32 349.47 352.63 355.79 358.95 362.11 -- 00 00 2: 40! 2309.11 2705.49 1890.40 180561.80 365.26 368.42 SICRA3E 3120.60 3554.43 4006.99 4478.80 4976.62 5502.53 6056.53 6638.62 7248.80 7887.06 OUTFICW 225026.40 274416.10 328859.30 388188.40 452578.60 522961.80 599560.30 682612.40 772357.90 869034.40 ELEVAITCN 371.58 374.74 377.89 381.05 384.21 387.37 390.53 393.68 396.84 400.00 101 KK AH3 O 103 BA SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA .83 SUBBASIN AREA PRECIPITATION DKTA 102 PB 40 PI SICRM 5.40 BASIN TOTAL PRECLPrTAnCN KCREMENTAL PRBCIPTDaTCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o 104 LS SCS UDSS RATE SIKTL CRVNBR RTIMP . i? INITTAL ABSTRACTION 92.00 CURVE NtMBER .00 PERCENT IMPERVIOUS AREA 105 UD SCS DIMENSICNLESS UNITGRAPH TUG .23 LAG 302. 43. 1035. 26. 1483. 16. 1347. 10. UNIT HYDRQGRAPH 16 END-OF-PERICD CRDINATES 925. 528. 325. 5. 1. 195.117.71. 106 KK * DEISHADO * DETAIN AT SHADCWRIDGE HYDROGRAPH ROUTING DATA 108 RS 109 SV 110 SQ 111 SE STORAGE ROUTING NSTPS TTYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL CONDITION -i.oo INITIAL CONDITION .00 WORKING R AND D COEFFICIENT STORAGE DISCHARGE ELEW7O1ON .0 0. 339.50 1.1 191. 345.00 6.3 405. 350.00 15.2 547. 355.00 21.8 618. 358.00 112 KK RTAH2 * * ********* ROUTE FROM BflSIN AH3 THROUGH BASIN AH2 HYDROGRAPH ROUTING DATA 114 RS STORAGE ROUTING NSTPS TIYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL CONDITION -1.00 INITIAL QCNDrnCN . 00 WORKING R AND D COEFFIdEOT 115 RC NORMAL DEPTH CHANNEL ANL ANCH ANR RINTH SEL O .060 .080 .060 3000. .0130 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VAUB RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR SICRAGE/CUITLOW CALCULATION 117 RY ELEVATION CROSS-SECnON DATA --- LEFT OVERBRNK — + MAIN CHANNEL + -— RIGHT OVERBANK --- 400.00 380.00 340.00 320.00 320.00 340.00 380.00 400.00 116 RX DISTANCE .00 80.00 250.00 450.00 500.00 600.00 700.00 750.00 COMPUTED SICRACE-OUTELOW-ELEVATiaN DKTA STORAGE .00 23.66 65.63 125.91 204.51 301.11 408.79 524.71 648.86 781.26 OUTFLOW .00 1523.60 6202.65 14974.85 28744.31 49640.93 81062.81 119570.60 165425.70 218887.60 ELEVATION 320.00 324.21 328.42 332.63 336.84 341.05 345.26 349.47 353.68 357.89 STORAGE 921.91 1070.79 1227.91 1393.28 1566.89 1748.65 1938.36 2136.01 2341.59 2555.11 OUTFLOW 280221.90 349698.40 427589.70 514169.00 609709.30 714670.80 829136.30 953284.401087363.001231619.00 ELEVATION 362.11 366.32 370.53 374.74 378.95 383.16 387.37 391.58 395.79 400.00 *** WARNING *** MODIFIED POLS SOOTHE MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 49641. TO 1231619. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR CBCILLATICNS OR OUTFLOWS GREATER THAN PERK INFLOWS. THIS CPU BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LCN3ER REACH.) 118 KK AH2 120 BA SUBBASIN RtlKFF DATA SIBBAS3N CHARACTERISTICS TAREA 1.41 SUBBASIN AREA PRECIPITATION DATA 119 PB 40 PI STORM 5.40 BASIN TOTAL PRECIPITATION o 121 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STKTL CRVNBR RTLMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 ,.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NLWBER PERCENT IMPERVIOUS AREA 122 UD SCS DTMENSIONLESS WITGRAPH ILK; .36 we 186. 301. 11. 584. 213. 7. 1210. 151. 3. 1634. 107. UNIT HYCRO3RAPH 23 END-OF-PERIOD ORDINATES 1706. 1525. 1222. 76. 54. 39. 829. 27. 580. 19. 420. 15. 123 KK * AHl-35flC * 125 HC COMBINE BUENA CREEK BASINS MO AKL AND AH3 WITH AH2 HYEROGRAPH CEMBIMKnCN ICOMP 3 NLMBER OF HYDRCGRAPHS ID CCMBBE o 126 KK * AH2-AH7 * * * ROUTE AH2 THROUGH AH7 HYERCGRAPH ROUTING DMA 128 RS SICRSGE ROUTIN3 NSIPS RSVRIC X 1 MMBERCF SUBREADES SIDR TYPE OF INITIAL 03OITICN -1.00 INITTAL COOrnCN . 00 WCRKIN3 R fld D OSITTCIEOT 129 RC NORMAL DEPTH CHHSNEL MJL .080 AN31 .080 ANR .080 RLNIH 7660. SEL .0230 ELMAX .0 LEFT OVERBMJK N-VALUE MAIN CHSNNEL N-VAUJE RlOtr OVERBfiNK N-VALUE REBCH LEM3IH ENERGY SLOPE MAX. BLEW. FOR SIORM3E/ODTFLOW CAUULKnCN 131 RY 130 RX ELEVOTON DISTWCE CROSS-SEdTON DfiOA --- i£fT OVERBANK — + MAIN CHANNEL + --- RIGHT CVERBMK --- 400.00 340.00 300.00 280.00 280.00 300.00 340.00 400.00 .00 150.00 300.00 350.00 400.00 470.00 520.00 680.00 COMPUTED SICRKZ-CUTFLOH-ELEVATICN DATA SIOR?GE .00 76.57 195.24 355.99 556.39 791.96 1062.60 1368.32 1709.10 2084.96 OUTFU3W .00 3518.76 13103.46 29819.70 59316.38 99749.75 151134.30 214231.70 289782.20 378511.20 ELEVATION 280.00 286.32 292.63 298.95 305.26 311.58 317.89 324.21 330.53 336.84 STORH3E 2496.04 2943.22 3426.63 3946.29 4502.19 5094.33 5722.72 6387.34 7088.21 7825.31 OUTFLOW 481468.90 599723.30 733622.30 883788.401050880.001235563.001438505.001660364.001901792.002163432.00 ELEVATION 343.16 349.47 355.79 362.11 368.42 374.74 381.05 387.37 393.68 400.00 WARNING *** MODIFIED PULS ROOTING MAY BE NUMERICALLY tNSTABLE FCR OUTFLOWS BETWEEN 883788. TO 2163432. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCULATIONS CR OUTFLOWS GREATER THAN PERK INFLOWS. IKES CAN BE OCRREOED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A KM3ER REACH.) 132 KK SUBBASIN RUNOFF DMA. 134 BA SLBBASIN CHARACTERJSncS TAREA .70 SUBBASIN AREA PRECIPITATION DATA 133 PB 40 PI STORM 5.40 BASIN TOTAL PRECIPITATION o 135 LS 136 UD INCREMENTAL PRECIPrTATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS flREA SCS DIMENSIONLESS tNITGRAPH TLAG .17 LAG 473. 12. 1442. 5. 1505.965. UNIT HYDROGRAPH 12 END-OF-PERIOD CRDINATES 484. 262. 139.73.39.21. 137 KK AH4-AH5 * ROUTE AH4 THROUGH AH5 HYDRQGRAPH ROUTING DATA 139 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NIMBEROF SUBREAOES STCR TYPE OF INITIAL CCNDmCN -1.00 INITIAL OHDTTICN .00 MORIONS R .AND D COEFFICIENT 140 RC NORMAL DEPTH CHANNEL .ANL AfCH ANR RLNTH SEL ELMAX .060 .080 .060 4900. .0160 .0 LEFT CVERBSNK N-VACJUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FOR SrOWGE/CUTFLOW CALCULATION 142 RY 141 RX ELEVKTICN DISTANCE CROSS-SECTION DATA ..- LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK --- 440.00 420.00 380.00 360.00 360.00 380.00 400.00 440.00 .00 50.00 100.00 220.00 300.00 450.00 600.00 700.00 COMPUTED SICSJAGE-CUTFIJCW-ELEVAITCN DATA o STORAGE .00 51.35 129.63 234.82 366.95 525.69 704.55 900.86 1114.62 1345.83 OUTFLOW .00 2393.89 8875.69 20113.04 36913.16 61519.04 97873.45 142439.50 195760.30 258332.00 ELEVATICN 360.00 364.21 368.42 372.63 376.84 381.05 385.26 389.47 393.68 397.89 STORAGE 1593.25 1849.39 2113.00 2384.10 2662.67 2949.43 3246.07 3552.69 3869.28 4195.84 OUTFLOW 331558.70 415288.70 508306.80 610502.00 721823.40 841699.90 970995.001110061.001259029.001418048.00 ELEVATICN 402.11 406.32 410.53 414.74 418.95 423.16 427.37 431.58 435.79 440.00 WARNING *** MDIFIED POLS RCUTBG MAY SB NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 258332. TO 1418048. THE ROUTED HYDRO3RAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A IXJGER REACH.) 143 KK AH5 SUBBASTN RLWOFF DATA 145 BA SOBBASIN CHARACTERISTICS TAREA .74 SUBBASIN AREA PRECIPITATION DA3A 144 PB 40 PI SIOSM 5.30 BASIN TOTAL PRECIPITATION c INCREMENTAL PRECIPrTATICN PATTERN .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 .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 .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 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 146 IS SCS WBS RATE CRVNBR RT1MP . 17 INITIAL, ABSTRACTION 92.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 147 UD SCS DIMENSIONLESS UNTTGRAPH TUG .21 LAG o 317. 29. 1062. 17. 1411. 11. 1200. 6. UNIT HYDRCGRAPH 15 ESD-OF-FERICD ORDINATES 731. 416. 250. 1. 145.84.50. 148 KK * CCWBDJE * 149 HC HYERCGRWH COMBINATION ICOMP 2 NUMBER OF HYDHCGRAPHS TO COMBINE ************** 150 KK DEIMELRO SE DEBMN AT MELROSE WITH REOTN3MR 5.6'WffiE BY 4'TALL CRIFICE AT EXISTING CULVERT SEE ENVELOPE DATED 1-14-04 IN JOB FILE 13182-D FOR BACKUP HYGRCGRAPH ROTTDG DATA 154 RS SIORBCE RCOTIN3 NSTES HYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION -1.00 INITIAL CONDmON .00 WORKING R AND D COEFFICIENT o 155 SV 157 SQ 159 SE STORAGE DISCHARGE .0 .0 .2 33.4 45.8 52.6 .5 1.1 2.3 4.6 8.7 14.8 23.0 0. 55. 153. 216. 264. 305. 341. 374. 404. 431. 458. 482. 494. ELEVATICN 308.00 310.00 312.00 314.00 316.00 318.00 320.00 322.00 324.00 326.00 328.00 330.00 331.00 *** WftRNING *** MODIFIED HJLS ROOTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 153. THE ROOTED HYDRCGRAPH SHOULD BE EXAMINED FOR. OSCILLATIONS OR OUTFLOWS GREATER THAN PEEK. INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A UN3ER REBCH.) 161 KK AH5-flH6 * HYDRCGRAffl ROOTING DADV 162 RS SICRffiE ROOTING NSIPS RSVRIC X 1 NLMBEROF SUBRESCHES SICR TYPE OF INITIAL, OaJDITICN -i.oo DOTIAL cocrncN .00 VCRKING R flND D COEFFICIENT 163 RC O NORMAL DEPTH CHANNEL ANL .080 MTH .080 ANR .080 RLNIH 5000. SEL .0020 ELMAK .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REBCH UNGTH ENERGY SLCPE MAX. ELEV. FOR SrORAGE/OOTFUCW CALCULRTICN 165 RY 164 RX ELEVATED DISIBNCE CROSS-SEOTCN DATA --- LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK --- 320.00 300.00 280.00 260.00 260.00 280.00 300.00 320.00 .00 120.00 150.00 300.00 420.00 550.00 650.00 750.00 COMPUTED SIORAGE-CIOTFLOW-ELEVATICN DATA STORAGE OUTFLOW ELEVATICN .00 .00 260.00 51.51 729.28 263.16 119.05 2510.62 266.32 202.61 5354.12 269.47 302.19 9357.78 272.63 417.80 14631.98 275.79 549.44 21288.31 278.95 695.19 30619.31 282.11 848.86 1009.98 42136.63 55269.51 285.26 288.42 STORAGE 1178.53 1354.52 1537.95 1729.11 1931.72 2146.91 2374.70 2615.08 2868.05 3133.61 OUTFLOW 70027.03 86421.19 104467.00 124111.10 145445.90 168696.50 193914.10 221163.70 250513.00 282029.60 ELEVATICN 291.58 294.74 297.89 301.05 304.21 307.37 310.53 313.68 316.84 320.00 166 KK AH6 * 168 BA SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS o TBREA .91 SUBBASIN AREA. 167 PB 40 PI PRECIPITATION DATA. SIORM 5.20 BASIN TOTAL PRECIPITHITCN o 169 LS 170 UD BCREMEOTJVL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTJMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTICN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 -.02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMEKEICNLESS UMTIGRAPH TUG .26 LA3 248. 75. 838. 48. 1387. 31. 1439. 20. UNIT HYDRCGRAPH 18 END-OF-PERICD ORDINATES 1156. 726. 453. 13. 8. 4. 295. 0. 187.119. 171 KK * COMBINE * 172 HC HYEROGRAPH CCMBINATICN ICCMP 2 NUMBER OF HYDRCGRAPHS TO COMBINE o 173 KK * DEINFARA * DAY DEIWN AT PROPOSED FARADAY CROSSING 5x5 RCB SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D FCR BACKUP HYDRCGRAPH ROUTING DATA 176 RS 177 SA STORAGE ROOTING NSIPS ITYP RSVRIC X AREA 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION-i.oo INITIAL CONDITION .00 WORKING R AND D COEFFICIENT .0 7.1 .2 .4 .9 1.3 1.8 3.1 4.3 5.4 6.2 179 SE 181 SQ 182 SE ELEVATION DISCHARGE ELEVATION 221.84 242.00 0. 221.84 224.00 226.00 228.00 230.00 100. 225.91 200. 228.46 300. 231.55 400. 231.90 232.00 500. 234.72 234.00 600. 238.56 236.00 238.00 240.00 683. 244.16 700. 245.43 COMPUTED STORAGE-ELEVATION DATA STORAGE ELEVATION .00 221.84 .14 224.00 .75 226.00 2.08 228.00 4.31 230.00 7.39 232.00 12.19 234.00 19.55 236.00 29.19 238.00 40.74 240.00 O STORAGE ELEVATION STORAGE OUTFLOW ELEVATION 54.02 242.00 .00 .00 221.84 .14 53.07 224.00 COMPUTED SIORAGE-OUTFlCW-ELEVATiaN DfflJV .72 100.00 225.91 .75 103.53 226.00 2.08 181.96 228.00 2.52 200.00 228.46 4.31 249.84 230.00 6.62 300.00 231.55 7.21 400.00 231.90 7.39 403.55 232.00 STORAGE OUTFLOW ELEVATION 12.19 474.47 234.00 14.56 500.00 234.72 19.55 533.33 236.00 29.19 585.42 238.00 32.25 600.00 238.56 40.74 621.21 240.00 54.02 650.68 242.00 70.43 682.50 244.16 81.14 700.00 245.43 *** WARNUC *** MDIFIED PULS RCOTIN3 NKf BE NUMERICALLY UNSTABLE FCR OUTFLOWS BETWEEN 0. TO 53. THE ROUTED HYDROGRAIH SHOULD BE EXAMINED FCR QSCtLLATICNS OR OJTFLCW3 GREATER THAN PEAK INELCWG. THIS CBN BE CORRECTED BY DECREASING THE TTME INTERVAL CR INCREASING STORAGE (USE A ION3ER REACH.) 183 KK AH6-7 ROUTE AH6 THROUGH AH7 HYDRO3RAPH ROUTING DATA 185 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INTnAL CONDITTCN -i.oo INITIAL caorncN .00 WORKING R AND D COEFFIdEOT 186 RC NORMAL DEPTH CHANNEL ANL .080 ANCH .080 ANR .080 RINTH 2800. SEL .0200 LEFT CVERBBNK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE o ELMAX .0 MAX. ELEV. FOR STORAGE/OUTFLOW CAtCULATICN 188 RY 187 RX ELEVATION DISTANCE CRCss-SEcncN mm — IEFT OVEKBANK — + MAIN CHANNEL + --- RIOtT CVERBANK --- 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 COMPUTED STORAGE-OUTFLCW-ELEVKTICN DATA STORAGE .00 28.69 66.02 112.02 166.66 229.96 301.92 381.74 466.89 557.16 OUTFKJW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVATION 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 652.57 753.10 858.76 969.44 1083.76 1201.27 1322.00 1445.93 1573.06 1703.40 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** WARNING *** MXIFIED POLS ROUTING MAY BE NCMERICHLLY UJSTABIE FCR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR CSCXLLKTICNS CR CUTFI0WS GREATER THAN PEAK INFLOWS. THIS CAN BE OCRRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A I£NGER REACH.) 189 KK AH8 SUBBASIN RUNOFF DATA 191 BA SUBBASIN CHARACTERISTICS TAREA .31 SUBBASIN AREA PRECIPITATION DMA 190 PB 40 PI SIORM 5.00 BASIN TOTAL FRECIPTTATICN o INCREMENTAL FRECIPTTATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .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 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o 192 LS SCS LOSS RATE SIRTL CRVNBR RTMP . 17 INITIAL ABSTRACTION 92.00 CURVE NCMBER .00 PERCENT IMPERVIOUS AREA 193 UD SCS DIMEN3ICNLESS UMTIGRAPH TLA3 .10 IA3 679.1005.441.171. UNIT HYDRCGRAPH 8 END-OF-PERICD CRDDKTES 65. 25. 10. 194 KK AH8-7 FiDOIE FOB THROUGH AH7 HYERCGRAPH ROUTING DATA 196 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL CONDITION -1.00 XNITTAL CCNDinCN .00 WORKING R AND D COEFFICIENT O 197 RC NORMAL DEPTH CHANNEL ANL ANCH KNR RIMH SEL ELMAX .080 .080 .080 3260. .0200 .0 LEFT OVERBfiNK N-VALOE MADJ CHANNEL N-VAUUE RIGHT OVERBANK N-VAUUE RESCH LENGIH ENERGY SLOPE MAX. ELSV. FCR STCRflGE/COTFIjOW CALCULfflTCN 199 RY 198 RX ELSVATTCN DISTANCE CRCSS-SECnCN DATA — LEFT CVERBANK — + MAIN CHANNEL + --- RIGHT CVERBANK — 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 COMPUTED SIDRAGE-CUTFLCW-ELEVAITCN DATA SICRAGE .00 33.40 76.87 130.42 194.04 267.74 351.52 444.45 543.59 648.70 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVMTON 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 759.78 876.82 999.84 1128.71 1261.80 1398.63 1539.18 1683.47 1831.49 1983.24 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** WVRNIN3 *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BEIWEEN 66299. TO 883640. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FCR CSdLLKTICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TTME INIERVAL CR INCREASING SICRSGE (USE A LONGER REACH.) 200 KK AH7 o 202 BA SUBBASIN RLNDFF EKEA SUBBASIN CHVRfiCTERISTICS TZVREA 1.12 SUBBASIN AREA PRECTPITKnCN DATA 201 PB 40 PI STORM 5.20 BASIN TOTAL PRECIPITATION 203 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRTL OWNER RTOTP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 82.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRMJnCN CURVE NUMBER PERCENT IMPERVIOUS AREA 204 UD SCS DIMENSICNLESS UNTIGRAPH T1A3 .42 IK UNIT HYERQGRAPH 27 END-OF-PERICD ORDINATES 101. 308. 643. 989. 1160. 1161. 1037. 336. 257. 191. 142. 106. 79. 58. 18. 14. 11. 8. 6. 4. 1. 862. 44. 627. 33. 453. 24. 205 KK COMBINE * COMBINE BASINS AH7 WITH KK AND AH8 207 HC HYERO3RAPH COMBINATION ICOMP 4 NUMBER OF ffiDROGRAPHS TO COMBINE o 208 KK AH7-AH9 RCOTH AH7 THROUGH KG ROUTTN3 DATA 210 RS STORAGE RCOTTN3 NSTPSITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL, CONDITION -1.00 INITIAL CONDITION .00 VCRKDJG R MC D COEFFICIENT 211 RC NCKMAL DEPTH CHANNEL MIL .080 ANCH .080 • flNR .080 RLNIH 5260. SEL .0070 ELMAX .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGIH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUTFLOW CJVLCULATION 213 RY 212 RX ELEWOTCK DISD*CE CROSS-SECnON DfllA _-- LEFT OVERBANK -— + MAIN CHANNEL + --- RIGHT OVERBANK — 200.00 180.00 140.00 100.00 100.00 140.00 180.00 200.00 .00 80.00 200.00 250.00 650.00 950.00 1200.00 1300.00 o OCMRJTED SIORBGE-OUTFLOW-ELEVAnON DATA STORAGE .00 268.85 566.97 894.36 1251.02 1636.94 2052.13 2496.59 2970.46 3474.96 OUTFLOW .00 10100.04 32719.43 65746.57 108697.60 161506.20 224288.20 297253.90 386553.00 496341.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORAGE 4010.40 4576.79 5174.11 5802.38 6461.59 7151.73 7872.56 8623.50 9404.54 10215.70 OUTFLOW 618736.80 754203.80 903144.601065937.001242949.001434537.001641278.001863359.002101031.002354605.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 *** WARNING *** MCDIFIED RJLS ROUTTN3 MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 1641278. TO 2354605. THE ROUTED HYDRCGRAEH SHOULD BE EXAMINED FOR OSCTLLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STCRAGE (USE A LONGER REACH.) 214 KK AH9 SUBBASIN RUNOFF DATA 216 BA SUBBASIN CHARACTERISTICS TAREA. 1.00 SUBBASIN AREA. 215 PB 40 PI PRECIPITATION DATA SIGRM 5.00 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 217 LS 218 UD INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMEtGIONLESS UNITGRAPH TLAG .31 LAG 187. 142. 603. 96. 1164. 65. 1382. 44. HOT HKEROGRAPH 20 END-OF-PERIOD ORDINATES 1295. 1035. 676. 30. 20. 14. 450. 10. 312. 6. 208. 3. 219 KK * CXMBINE * 220 HC HYDROGRAPH COMBDKnON IOTP 2 NUMBER OF HffiRDGRAPHS ID OCMBINE 221 KK AH9-10 * * ROUTE AH9 THROU31 AH10 (M33IFIED PULS) HYERCGRAEH ROUTEC DATA 223 RS STORAGE ROUTING MSTPSmp 1 NtMBER OF SUBREACHES STOR TYPE OF INITIAL CCNDnTON o 224 SV 225 SQ RSVRIC -1.00 INITIAL CCNDiriCN X .00 VCRKING R AND D COEFFICIENT SIOWGE 4.5 7.5 12.8 35.0 60.0 88.1 DISCHARGE 500. 1000. 2000. 4000. 6000. 8000. 101.9 9000. 226 KK 228 BR 227 EB 40 PI AKLO SUBBflSDJ RUNOFF DA1A SUBBASIN CHARACTERISTICS TOREA .66 SUBBASIN AREA PRECIPHATICN DATA STCRM 4.80 BASIN TOTAL PRECIPITATION 229 US 230 IE 1NCREMENBVL PRECIPITATION PAT1EKN .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SOS LOSS RATE SIKH. CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL, .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUVEER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UMITGKAPH TUG .17 LAG O 441. 12. 1346. 5. 1417.918. UNIT mDROGBAPH 12 END-OF-PERICD CRDDJATES 461. 251. 133.70.38.20. 231 KK * COMBINE * 232 HC HYDROGRAPH COMBINATION IOCMP 2 NLMBER OP HYDROGRAPHS TO COMBINE 233 KK * AH10-RCA * ROUTE AKLO THROUGH RCA HYDRCGRAPH ROUTING DATA 235 RS 236 RC STCRSGE ROUTING NSTPS ITYP RSVRIC 1 NUMBER OF SUBREACHES STQR TYPE OF INITIAL CONDITION -1.00 INITIAL ODNDTTiaN .00 WORKING R PfD D CDEFFICIEOT NORMAL DEPTH CHANNEL ANL .030 LEFT OVERBANK N-VALUE ANCH .030 MAIN CHANNEL N-VALUE SNR .030 RIGHT OVERBANK N-VALUE RLNTH 2780. REACH LEN3TH SEL .0070 ENERGY SLOPE ELMAX .0 MAX. ELEV. PCR STORAGE/CUTFLCW CALCULATION 238 RY 237 RX ELEVATION DISTANCE CROSS-SECTION DATA — i£FT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK — 50.00 48.00 46.00 42.00 42.00 44.00 46.00 48.00 .00 10.00 26.00 35.00 52.00 95.00 100.00 120.00 CCMPJTEO SIURAGE-OUrFDOW-ELEWOTCN DATA STORAGE OUTFLOW ELEVATION .00 .00 42.00 .59 18.82 42.42 1.45 68.05 42.84 2.58 151.26 43.26 3.98 273.54 43.68 5.64 449.02 44.11 7.41 698.27 44.53 9.24 991.82 44.95 11.12 13.05 1327.95 1705.44 45.37 45.79 STORAGE OUTFLOW ELEVATION 15.06 2130.48 46.21 17.25 2611.57 46.63 19.65 3146.47 47.05 22.25 3738.45 47.47 25.05 4390.81 47.89 28.02 5123.39 48.32 31.04 5923.25 48.74 34.13 6783.23 49.16 37.27 40.46 7702.43 8680.24 49.58 50.00 *** WARNING *** MCDIFIEO HJLS ROUTDC MAY BE NMRICALLY IMSTABLS FOR OUTFLOWS BETWEEN 6783. TO 8680. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED B3R CSCTLLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CRN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASDG STORAGE (USE A LONGER REACH.) o 239 KK RCA 241 BA SUBBASIN RLNDFF DATA SUBBASIN CHARACTERISTICS T3VREA . 11 SUBBASIN AREA PRECIPnKTTCN DAIA 240 PB 40 PI SICRM 5.00 BASIN TOIKL PRECIPrBOTON 242 IS INCREMEfflHL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SOS LOSS RATE STRTL CRVNBR KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .35 85.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 243 UD SCS DMNSICNLESS UNITGRAPH TIAG .07 LfG 398.323.93.27. UNIT IKERCCRAPH 6 END-OF-PERIOD CRDINATES 8. 3. 244 KK AGGA * HEDIONDA TOTAL DISCHARGE CCMBINE AHLO AND RCA 246 HCo HYDRO3RAPH CCMBINAnCN ICCMP 2 NCMBER OF HXDROGRAPHS TO COMBINE G 247 KK Cl BASN1 FBCM OXNIY OF SAN DIEGO CALCS 249 IN TIME DKTA FCR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDKTE 1 0 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUJDFF mm 256 BA SUBBASIN CHARACTERISTICS TAREA .87 SUBBASIN AREA PREdPITAnCN DATA 250 PB 251 PI STCRM 5.50 BASIN TOTAL PRECIPITATION c 257 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRWER KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 258 UD SCS DIMENSICNLESS UNTIGRAPH TLA3 .41 LAG o UNIT mDROGRAPH 27 END-OF-PERICO CREMATES 83. 255. 535. 805. 925. 918. 805. 249. 188. 136. 102. 75. 56. 41. 12. 9. 7. 5. 4. 2. 0. 653. 31. 462. 23. 336. 17. 259 KK CCDEIMEL ROSE DETAIN NEAR N. MELRCSE HYDRCGRAPH ROUntG DATA 261 RS STCRAGE ROUTDG NSIPS TIYP RSVRIC X 1 NUMBER OF SUBREACHES STCR TYPE OF INITIAL OHDITICN -1.00 INITIAL, CONDITION .00 WCRKIN3 R AND D CEEFFIdEWT 262 SV 263 SQ 264 SE STORAGE DISCHARGE ELEVATION .0 0. 326.95 .3 454. 335.00 1.1 689. 338.00 3.4 770. 340.00 21.5 963. 345.00 *** WARNING *** MODIFIED PULS ROUTDG MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 454. THE RCUIH3 HKERDGRAPH SH3UU3 BE EJWMINED FOR OSCHlAnCTB CR CU1FKWS GREKnR THAN PEAK INFICWS. THIS CAN HE OCRRECTED BY DECREBSBE THE TOME INIERVAL CR DKKEASIN3 STCRAGE (USE A LCMGER REACH.) o 265 KK C1-C2 * RCUTE Cl THROUGH 02 HVERCfflAPH ROOTDC DATO 267 RS STCRAGE ROUTING NSTPS TIYP RSVRIC X 1 NtMBEROF SUBREACHES STOR TYPE OF MmAL CDNDITICN -i.oo nnriAL oaorncN .00 WCRKDC R ME D COEFFICIENT 268 RC ICRMAL DEPTH CHAMEL fNL ANCH ANR RIMH SEL EIMAX .060 .080 .060 18380. .0140 .0 I£FT OVERBANK N-VBLLE MAIN CHANNEL, N-VALUE RIGHT OVERBANK N-VALUE REACH IflGIH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUTFLOW CALCULATION 270 RY 269 RX ELEVATION DISTANCE CROSS-SECTION DATA --- LEFT OVERBANK — + I"MN CHANNEL + --- RIGHT OVERBANK - — 300.00 280.00 260.00 240.00 240.00 260.00 280.00 300.00 .00 80.00 300.00 600.00 650.00 1000.00 1350.00 1700.00 COMPUTED STORAGE-COrFLCW-ELEVATiaN DATA STORAGE .00 135.00 406.75 815.26 1360.52 2042.53 2861.30 3813.07 4885.71 6078.27 OUIHJ3W .00 1153.86 5146.52 13089.18 25976.30 44711.89 70134.98 108385.70 158375.70 218660.80 ELEVATION 240.00 243.16 246.32 249.47 252.63 255.79 258.95 262.11 265.26 268.42 STORAGE 7390.74 8823.15 10375.47 12046.08 13813.70 15671.79 17620.34 19659.36 21788.86 24008.81 OUTFLOW 290153.10 373681.00 470025.30 580577.20 706398.30 846456.201001097.001170690.001355616.001556263.00 ELEVATION 271.58 274.74 277.89 281.05 284.21 287.37 290.53 293.68 296.84 300.00 c 271 KK C2 SUBBASIN RINDFF DATA 273 BA SUBBASIN CHARaCTERISTICS TKREA 2.72 SUBBASIN AREA PRECIPIIKnCN DfflA 272 PB 251 PI STCFM 5.30 BASIN TOffiL PRECIPnATICN o 274 -IS DCREMENIHL PRECIPITKnCN PAIMIKN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS RfflE SIKTL CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSnwcncN CURVE NUMBER PERCENT IMPERVIOUS AREA 275 UD SCS D3MENSICNLESS IMEIGRAPH TIA3 .48 IA3 181. 1058. 79. 1. HOT HYEROGRAPH 31 END-OF-PERICD CRD3NATES 538. 1100. 1820. 2339. 2509. 2466. 2205. 1870. 1418. 810. 635. 494. 373. 292. 226. 173. 132. 102. 62. 47. 36. 28. 23. 18. 13. 9. 5. 276 KK CCMBINE 277 VC HYERCGRAffl OOMBINATICN ICCMP 2 RMBER OF HYDROGRAPHS TO COMBINE 278 KK DETCSLA DETAIN AT CALVERA LfiKE BEFORE DPM IMPROVEMENTS HTCRCGRAPH ROOTING DATA 281 RS 282 SA STORSQS ROUTING NSTPS HYP RSVRIC X AREA 1 MMBER OF SUBREACHES ELEV TXPE OF INTnAL CONDITICN 209.00 INITIAL ODNDTTICN .00 WORKING R MB D COEFFICIENT 21.0 24.0 27.0 30.0 33.0 35.0 38.0 39.5 41.0 43.0 283 SE ELEW01CN 208.00 210.00 212.00 214.00 216.00 217.00 218.00 219.00 220.00 221.00 284 SS o CREL SPWTD CEQW EXPW 216.50 150.00 2.64 1.50 SPILLWAY CREST ELEVATION SPTJUWY WIDTH WEIR COEFFICIENT EXPONENT OF HEAD COMPUTED STORK3E-ELEVATICN DATA STORAGE ELEVATTON .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 OUTFLCW-ELEVATICN 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 STORM3E OUTFLCW ELEVATION STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 208.00 244.56 81.03 216.85 325.12 1565.33 219.00 44.97 .00 210.00 249.88 140.01 217.00 333 . 93 1778.62 219.22 95.94 .00 212.00 256 .25 222.33 217.18 350.10 2187.61 219.63 152.91 .00 214.00 263.72 331.87 217.39 365.37 2592.97 220.00 215.89 .00 216.00 272.34 472.52 217.63 367.65 2654.95 220.06 232.63 .00 216.50 282.17 648.18 217.89 386.70 3184.51 220.51 233.11 .65 216.51 286.37 727.50 218.00 407.36 3780.19 221.00 234.53 5.19 216.56 293.26 862.73 218.18 236.90 17.50 216.63 305.56 1120.06 218.50 240.24 41.49 216.72 319.10 1424.06 218.85 285 KK C2-C3 * ROUTE C2 1HROJGH C3 HYDRCGRAPH RCUITN3 DATA 287 RS 288 RC STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREBCHES STCR TYPE OF INITIAL CONDITION -1.00 INITIAL CONDITION . 00 WCRKING R AND D COEFFICIENT NORMAL DEPffl CHANNEL ANL ASCH AMR RUJTH SEL E1MAX .050 .060 .050 5620. .0210 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VAIJUE RIGHT CVERBANK N-VALUE REACH LENGTH. ENERGY SLOPE MAX. ELEV. FOR STCRH3E/CUrFL£W CALCULATICN 290 RY 289 RX ELEVATION DISTANCE CRCSS-SECnON DATA --- LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVEKBANK --- 200.00 160.00 120.00 100.00 100.00 120.00 140.00 160.00 .00 200.00 250.00 300.00 800.00 900.00 1100.00 1400.00 CCMEUTED STCJWGE-CUTFLCW-ELEVATICN DATA STCRM3E .00 352.92 732.65 1139.18 1572.78 2042.30 2552.03 3101.96 3693.53 4339.95 OUTFLOW .00 28999.61 93310.91 186085.70 307588.40 466632.80 656751.60 879534.701135227.001426614.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORPGE 5044.46 5807.04 6620.45 7454.95 8307.33 9177.57 10065.68 10971.66 11895.51 12837.23 OUTFLOW 1758591.002133645.002568418.003060373.003598547.004181839.004809623.005481520.006197308.006956868.00 ELBVATICN 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 WRRTCDC *** MXOTIED FULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 307588. TO 6956868. THE ROUTED HYDROGRAEH SfCULD BE EXWUNED FOR CSCILLATiaNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAM BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LCNGER REACH.) 291 KK a * AREA ADJUSTED TO INCLUDE CAIAVERA HILLS ii (+0.03 3Q. MI.) SUBBASTN RLNDFF DATA 294 BA SUBBASDJ CHARACTERISTICS TAREA . 88 SCBBASTN AREA 293 PB 251 PI PRECIPITATION DATA STCRM 5.10 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPTTATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 o DT PORTION OF BJB FLOW DIVERTED TO NDRIH SIDE OF Wtti ASSUMES THE 500 CES OF A 100-YR STORM WELL HE DIVERTED FLOWS LESS THAN 75 WILL REMAIN IN CALAVERA CREEK 1HE MECHWHSM FOR DIVERTING THIS 500CFS WILL BE 84" RCP DIVERSICN ISTAD DrVtCRTH DIVERSICN HYDRCGRAPH TDEWTIFICATICN DI DQ INFLOW DIVERTED FLCW .00 75.00 901.00 1500.00 .00 .00 500.00 500.00 319 KK C4 SUBBASDJ RUKFF DATA 321 BA SUBBASDJ CHARACTERISTTCS TAREA 1.24 SUBBASDJ AREA PRECIPTTAnCN DATA O 320 PB 251 PI STORM 5.20 BASIN TOTAL PRECIPITATION 322 LS 323 UD TNQREMENIJVL PRECIPriATlON EATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRflmCN CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UNITORAPH TUG .51 LK3 70. 548. 47. 4. 206. 419. 37. 2. 422. 328. 29. 0. UNIT HYDRCGRAFH 33 END-OF-PERIOD 714. 946. 1069. 1074. 1002. 883. 731. 262. 206. 158. 125. 99. 77. 59. 22. 18. 14. 11. 9. 7. 5. 324 KK * COMBINE * 325 HC HYDRCGRAffi COMBUWTICN ICXMP 2 NUMBER CF HTCRCGRAEHS TO COMBINE 326 KK C3&-RCC * c RCOTE C3 AND C4 THROUGH ROC HYERCGRAEH ROOTING DATA 328 RS STORAGE ROOTING NSTPS HYP RSVRIC 1 SIOR -1.00 NUMBER OF SUBREBCHES TYPE OF INXTIAL CONDITION INITIAL CCKDrnCN .00 VCRKBG R A^D D CCEFFICZENT 329 RC ^CRMAL DEPIH CHANNEL ftiL .030 ANCH .040 fflJR .030 RLNTH 3900. SEL .0160 ElMfiX .0. LEFT OVERBANK N-VHUJE MMN CHANNEL N-\SVLUE RIGHT OVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MfiX. ELEV. FOR SiaWGE/OUmjOW CKLCULKTICN 331 RY 330 RX ELEVATION DISIBNCE CRCSS-SECnCN DATA _-- LEFT OVERBRNK — + MAIN CHANNEL + --- RIGHT OVERBANK --- 48.00 48.40 48.00 42.00 42.00 46.00 46.00 48.00 .00 190.00 280.00 300.00 310.00 325.00 390.00 820.00 COMEOTED SIOWGE-CUrFICW-ELEVATICN DAIA STORAGE OUTFLCW ELEVATION SICRSGE OUTFICW ELEVATION .00 .00 42.00 6.61 574.92 45.37 .34 8.00 42.34 7.67 703.08 45.71 .75 26.64 42.67 9.06 851.16 46.04 1.23 55.11 43.01 13.56 1132.57 46.38 1.78 93.73 43.35 20.28 1601.86 46.72 2.41 143.10 43.68 29.22 2305.50 47.05 3.10 203.89 44.02 40.38 3288.16 47.39 3.87 276.76 44.36 53.75 4591.43 47.73 4.72 362.44 44.69 69.43 6331.69 48.06 5.63 461.59 45.03 90.61 8901.05 48.40 332 KK RCC1 334 BA 333 PB 251 PI SUBBASIN RUNOFF DATA SUBBASIN CHWRACTERISTICS TAREA .05 SUBBASIN AREA DATA SICRM 4.80 BASDJ TOIHL PRECIPITOTICN o 335 IB 336 UD INCREMENBVL PRECIPITAnCN PA1TERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS RAIE STKTL CRVNBR KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSIRACnCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UNITGRAPH TUG .11 IfG 103.174.87.35. UNIT HYDRCGRAPH 8 END-OF-PERICO CKDINATES 14. 6. 2. 337 KK * OCTOffiL * * * CAIAVERA CREEK TOTAL DISCHARGE 339 HC HXCKXKAPH CCMBINATiaN IOCMP 2 NUMBER OF HYDROGRAPHS TO COMBINE 340 KK AH+CC * 342 HC AGUA HEDICNDA AND CAIAVERA CREEK OOU1H OF WALL) TOTAL Q AT BCR BRIDGE HYDROGRAPH OMBDKnCN ICCMP 2 NLMBER OF HYERCGRAPHS TO CCMBINE 343 KK REIDIV 344 DR RETRIEVE DIVERSICN HYDROSATH ISfflD DIVN3OH DIVERSICN mERCGRAm IDEOTIFICKnCN 345 KK ROUTE DIVERTED PLOW ALONG THE NORTH SIDE OF THE VKLL HYD»3GRAI« ROUTING DKTA 347 RS STORAGE ROUTING NSTP3 ITYP RSVRIC X 1 NUMBER OF SUBRESCHES STCR TYPE OF INITIAL OCNDITTCN -1.00 INITIAL CONDITION .00 WORKING R AND D COEFFICIENT 348 RC NORMAL DEPTH CHANNEL ANL .030 LEFT OVERBSNK N-VALUE ANCH .030 MMN CHANNEL N-VRLUE ANR .030 RIGHT OVERBANK N-VALUE RLNIH 4400. REACH LEKGIH SEL .0125 ENERGY SLOPE EUWX .0 MAX. ELEV. FOR STORASE/OOTFLCW CKLCULfiTICN 350 RY 349 RX ELEVATION DISTANCE CROSS-SECTION DA3A --- LEFT CVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK --- 50.00 50.00 44.00 40.00 38.00 50.00 50.00 50.00 17.00 20.00 20.10 51.00 108.00 133.00 139.00 140.00 STCRAGE .00 .52 COMPUTED SIORAGE-OUTFLOW-ELEVATION DATA 2.06 4.64 8.06 11.99 16.41 21.32 26.74 32.65 0 120. 5. 380. 3. 437. 1. 313. 13 END-OF-PERICD CRDINATES 162. 91. 50.27.15. 356 KK BOX 357 HC HH3OSAPH CCMBINATICN ICXMP 2 NtMBER OF HYERO3WPHS TO OMBINE 358 KK RRCH o 360 BA 359 PB 251 PI SUBBASIN RtNOFF EKIR SUBBASIN CHARACTERISTICS TAREA .43 SIBBASIN AREA STORM 4.70 BASIN TOffiL PREdPrmnCN c 361 LS HCREMENIHL PRECIPl'JWl'lCN PAT1EKN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RfflE S'lKlL OWNER .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSIRACnCN CURVE NLMBER 362 UD KEMP .00 PERCENT IMPERVIOUS AREA SCS DMENSICNLESS UNITGRAPH TLA3 .17 UG UNIT HYEROSSAPH 12 END-OF-PERIOD CRDINATES 306. 6. 920. 923. 558. 279. 147. 77. 40. 2. 21. 11. 363 KK EX 8x8 * 364 HC HYEROGRAPH COMBINATION ICGMP 2 NUMBER CF HYDROGRAPHS TO OMBINE 365 KK NURSERY * DE3MN AT NURSERY EAST OF EL CfiMINO REAL EXISTING S'XS'RCB HITH 3' OF SILT ON BOTTOM ASSUMES EXIST NURSERY PER 2005 O'DAY TOPO HYERCGRAPH RCUTIN3 DATA 369 RS 370 SV 371 SQ 372 SE STORAGE ROOTING NSTPS TTYP RSVRIC X STORAGE DISCHARGE ELEVATION 1 NUMBER OF SUBREACHES STOR TYPE OF INTTIAL OONDITION -1.00 INITIAL ODSDITICN .00 VCRKING R AND D CDEFFTCIENr .0 .2 5.7 19.1 38.4 50.1 0. 39. 224. 421. 458. 499. 33.10 34.00 36.00 38.00 40.00 41.00 *** 59.0 592. 41.70 373 KK * COMBINE * 374 HC HYDRCGRAPH OMBINATICN ICEMP 2 NUMBER CF HYDROGRAPHS TO CCMBINE o 375 KK DSAH OF BCR 377 BA SUBBASIN RLNOFF DKEA SUBBASIN CHARACTERISTICS TAREA . 51 SUBBASIN AREA 376 PB 251 PI PREdPnATICN DATA STCRM 4.70 BASIN TOTAL PRECIPITATION O 378 IS BCRB'ENrAL PRECIPi'lHI'lCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SGS LOSS RATE STRTL CKVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSIWO10N CURVE NUMBER PERCENT IMPERVIOUS AREA 379 UD SCS DIMEtEIONLESS UNTIOiAPH TLA3 .28 UG 117. 55. 385. 36. 691. 23. 761. 15. UNIT HXDROCKAPH 19 EN3-OF-PERIOD CRDINATES 659. 469. 292. 10. 7. 5. 194. 3. 128. 1. 83. 380 KK CONINE 381 HC JHERDGRAEH OMBOKTICN ICXMP 2 NIMBH* OF HXEHOGRAEHS TO CEMBBE o o OPERfflTON STKTION ROOT SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERK3E FDOW FCR MAXIMtM PERICD FLOW PEAK 6-H3UR 24-HDUR 72-HDUR BASIN MAXIMUM TIME OF AREA SI7GE MAX ST7GE HYCROGRAPH AT BSMBC1 2744. 10.58 1453.598.576.4.34 ROUTED TO KIBC2 2743. 10.58 1453.597.575.4.34 404.02 10.58 HYDROGRAPH AT BSNBC2 350. 10.C 168.69.66..55 2 COMBINED AT BC1&BC2 3052. 10.58 1620.666.642. 4.89 ROUTED TO RIBC3 3046. 10.58 1620.664.639.4.89 386.24 10.58 HYDRCGRAPH AT BSNBC3 739. 10.08 353.145.139.1.18 2 COMBINED AT BC2&BC3 3693. 10.50 1970.809.779.6.07 o ROUTED TO HYDRCGRAPH AT 2 COMBINED AT RIBC4 3677. 10.58 BSNBC4 182. 10.00 BC35BC4 3826. 10.58 1969. 85. 2053. 804. 35. 839. 775. 33. 808. 6.07 .31 6.38 361.78 10.58 HYDRCGRAPH AT Am 1673. 10.58 877.359.346.2.83 ROUTED TO DEISYC 1663. 10.67 877.359.346. 2.83 371.24 10.67 2 COMBINED AT BC&H1 5481. 10.58 2931. 1198. 1154.9.21 ROUTED TO RT7W2 5172. 10.92 2892. 1180. 1136.9.21 343.97 10.92 HYERO3RAPH AT AH3 507. 10.C 243. 100. 96..83 ROUTED TO ROUTED TO DETSHADO 457. 10.50 243. 100. RTSH2 454. 10.67 243. 100. 96. 96. .83 .83 351.83 10.50 321.25 10.67 HYDROGRAPH AT AH2 756. 10.17 366.149.144.1.41 O 3 COMBINED AT ROUTED TO AKL-3&BC 6234. 10.75 AH2-AH7 6159. 10.92 3489. 1428. 3481. 1376. 11.45 1420. 1368.11.45 HYDRO3KAPH AT AH4 416. 10.00 196.80.77..70 HYDRDGRAEH AT AH5 443. 10.08 212.87.84..74 2 COMBINED XT CCMBINE 839. 10.08 407.167.161. 1.44 HMDRCGRAFH AT KK 539. 10.08 261.107.103..91 2 CCMBINED AT CCMBINE 906. 10.17 638.272.262. 2.35 HYERCGRMH AT AH7 491. 10.33 239.98.94. 1.12 4 CEMBINED AT COMBINE 7305. 10.83 4392. 1822.1755. 15.23 HYERCGRRCH AT 491. 10.17 235.96.92. 1.00 2 CCMBINED AT CCMBINE 7275. 11.08 4596. 1905.1835. 16.23 ROTTED TO AH9-10 7207. 11.25 4593. 1990. 1934. 16.23 HYDRCGRAEH AT AHLO 332. 10.00 156.64.61..66 2 CCMBBJED AT CCMBINE 7328. 11.25 4733. 2053.1995. 16.89 HffiRCGRMH AT RCA 54. 10.00 24.10.10..11 288.06 10.92 ROUTED TO PW-2HS 399. 10.17 196.80.77. .70 360.70 10.17 ROUTED TO ROUTED TO DETMEU60 489. 11.00 AH5-AH6 465. 11.92 406. 389. 167. 164. 161. 1.44 158. 1.44 330.53 11.00 262.01 11.92 ROOTED TO DEINFARA 642. 11.42 607.271.261. 2.35 241.39 11.42 o ROUTED TO HYDRCGRAEH AT AH6-7 641. 11.67 607. 270. fiH8 177. 10.00 83.34. 260. 2.35 33..31 160.88 11.67 ROUTED TO AH8-7 173. 10.08 83.34.33. .31 160.24 10.08 ROUTED TO AH7-AH9 7020. 11.17 4376. 1809. 1743. 15.23 103.66 11.17 ROUTED TO MQO-RCA 7321. 11.25 4732. 2052.1991. 16.89 49.40 11.25 o o 2 CCMBINED AT A3UA 7338. 11.25 4754. 2062. 2000. 17.00 IKDRQ3RAEH AT Cl 505. 10.25 249. 102. 98. .87 ROUTED TO CCDEIMEL 504. 10.25 249. 102. 98. .87 335.64 10.25 ROOTED TO CL-C2 361. 11.00 235. 98. 95. .87 240.99 11.00 HYDRCGRMH AT C2 1519. 10.33 760. 311. 299. 2.72 2 CCMBINED AT COMBINE 1831. 10.42 988. 409. 394. 3.59 ROUTED TO DETCMA 1348. 11.17 745. 291. 280. 3.59 218.76 11.17 ROOTED TO C2-C3 1325. 11.33 743. 290. 279. 3.59 100.24 11.33 HYDROGRAEH AT C3 475. 10.08 224. 91. 88. .88 2 CCMBINED KT COMBINE 1501. 11.17 879. 381. 367. 4.47 ROOTED TO DETNBJB 1029. 12.50 851. 381. 367. 4.47 77.06 12.50 DIVERSION TO DRWCKTH 500. 12.50 447. 189. 182. 4.47 HHKCGRAEH AT DIVOT 529. 12.50 403. 192. 185. 4.47 IfiDRCGRMH AT C4 629. 10.42 314. 128. 123. 1.24 2 CCMBINED AT COMBINE 899. 10.58 682. 319. 308. 5.71 ROUTED TO C3&-RCC 891. 10.75 682. 318. 306. 5.71 46.09 10.75 HTCRCGRAEH AT ROCl 26. 10.00 12. 5. 5. .05 2 CCMBINED AT CCTOffiL 905. 10.67 692. 323. 311. 5.76 2 CCMBINED AT M40C 8157. 11.25 5446. 2384. 2311. 22.76 HYDRCGRMtt AT RKTDIV 500. 11.50 447. 189. 182. .00 ROOTED TO RTtCR 500. 13.00 447. 188. 181. .00 40.43 13.00 HVDROGRAffl AT RCC2 99. 10.08 46. 19. 18. .21 2 CCMBINED AT BOX 526. 12.00 472.207.199..21 HHKCGRMH AT RRCH 198. 10.00 92.38.36..43 2 CEMBINED AT EX 8x8 584. 11.58 536. 244.235..63 RDUIH) TO NURSERY 517. 14.83 481. 243. 234. .63 41.14 14.83 2 OTBINED AT OTBINE 8590. 11.25 5888. 2627. 2545. 23.40 HXDROGRAEH AT DSBH 231. 10.17 110.45.43..51 2 CCMBINEO AT OIBINE 8695. 11.17 5990. 2672. 2588. 23.91 END OF HBC-1 *** o APPENDIX B 100-YEAR HEC-RAS ANALYSES o o HEC-RAS ANALYSIS WITHOUT EAST VILLAGE o HEC-RAS Plan: exist Profile: New Hydro River Agua Hedionda Agua Hadionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Reach Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 River Sta 5.8 6.2 6.6 7 7.4 7.8 8 8.3 8.4 8.45 8.5 8.6 8.7 8.8 8.9 10.01 10.04 10.1 20 20.9 30 50.1 60.21 70.58 90.15 120.2 140.65 170.19 190.83 210.51 220.81 250.41 250.86 270.14 270.15 270.155 270.16 270.17 280.04 290.18 10270 10300 10371 Profile New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro Q Total (cfs) 8715.00 8715.00 8715.00 8715.00 8715.00 8715.00 8199.00 8199.00 8199.00 Bridge 8199.00 8199.00 8199.00 8199.00 8199.00 8199.00 Bridge 8199.00 8199.00 8199.00 8199.00 8199.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 Bridge 7338.00 7338.00 7338.00 7338.00 7338.00 Culvert 7338.00 Min Ch El (ft) 22.40 23.70 24.80 25.50 26.79 29.75 29.20 30.62 31.97 31.97 35.00 35.50 35.60 35.70 35.47 35.47 35.67 35.56 35.42 35.30 36.17 36.65 37.57 38.31 39.65 40.30 40.40 41.63 41.33 42.60 43.10 43.63 42.50 43.30 43.63 43.00 44.00 45.50 45.50 W.S. Elev (ft) 27.1 29.0 31.5 32.5 32.9 34.3 36.6 38.2 39.4 42.0 41.9 43.2 44.2 44.2 44.3 48.5 48.4 48.7 49.1 49.3 49.4 49.4 49.5 49.6 49.6 49.6 50.4 50.9 51.2 51.0 52.2 54.5 53.4 55.5 57.1 56.7 56.7 56.1 61.1 CritW.S. («) 24.9 34.9 39.1 39.9 41.5 42.4 51.0 52.2 54.5 52.3 52.5 56.1 56.1 E.G. Elev («) 27.25 29.39 31.84 32.60 33.01 34.79 36.95 38.78 41.78 43.68 44.33 44.89 45.28 45.73 46.18 49.10 49.24 49.42 49.50 49.55 49.60 49.65 49.73 49.88 50.13 50.64 51.14 51.38 51.51 52.92 53.67 55.41 55.89 57.06 57.21 57.46 57.88 61.36 61.65 E.G. Slope (ft/ft) 0.004004 0.012123 0.004787 0.001519 0.001492 0.032995 0.010894 0.014822 0.027548 0.006077 0.012499 0.007716 0.004141 0.006924 0.007924 0.000702 0.001034 0.000862 0.000504 0.000372 0.000269 0.000358 0.000470 0.000517 0.000987 0.002087 0.001557 0.001085 0.000720 0.004922 0.003426 0.002119 0.004929 0.002460 0.000199 0.001133 0.001 746 0.005986 0.000618 Vel Chnl (ft/s) 2.88 4.98 4.34 2.37 2.27 5.82 4.82 6.16 10.95 11.44 12.70 11.15 8.51 10.71 12.24 7.13 8.29 8.00 6.19 4.42 4.15 4.63 5.14 5.20 6.85 8.80 7.66 6.54 5.42 11.31 10.39 8.92 12.77 9.94 2.93 7.62 8.86 18.46 7.67 Flow Area (sqft) 2996.82 1769.13 1899.42 3519.59 3558.25 1493.40 1701.83 1324.63 676.29 1036.36 720.81 1010.37 1163.31 1044.81 961.05 1503.71 1281.24 1494.91 1972.74 2191.15 3231.28 3121.58 2931.54 2889.06 2247.97 1078.04 1236.07 1736.03 2180.01 748.22 1038.38 1601.49 574.52 737.88 5131.57^ 1519.65 844.61 397.51 1887.38 Top Width («) 878.81 527.43 355.23 654.39 761.12 667.11 449.23 305.26 127.93 141.87 139.35 210.50 183.40 197.00 130.00 130.00 142.90 200.10 265.10 250.00 655.20 801.10 919.50 1018.20 1087.70 514.40 308.26 541.65 631.80 304.33 458.83 1049.74 207.89 577.57 1680.42 680.72 163.44 88.97 390.00 Frauds # Chi 0.26 0.45 0.31 0.17 0.17 0.68 0.43 0.51 0.74 0.66 0.89 0.72 0.53 0.68 0.74 0.35 0.42 0.39 0.30 0.24 0.21 0.24 0.27 0.29 0.39 0.55 0.48 0.40 0.33 0.81 0.68 0.55 0.83 0.60 0.17 0.42 0.51 1.00 0.34 HEC-RAS Plan: exist Profile: New Hydro (Continued) River Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Reach Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 River Sta 10375 10460 10620 10810 10980 11185 11340 11490 11650 11920 12110 12340 12590 12710 12910 13340 13600 13740 13860 13880 14040 14190 14430 14900 15200 15360 15560 50.11 310 400 580 750 1000 1230 1470 1810 2100 2420 2700 2980 3170 Profile New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro Q Total (cfe) 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7321.00 7321.00 7321 .00 7321.00 7321.00 7321.00 7321 .00 7321.00 7321.00 7321 .00 7321.00 7321 .00 7321.00 7321.00 7321.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 1552.00 629.00 Min Ch El (ft) 45.20 47.00 48.20 48.90 49.60 50.20 50.80 51.70 52.70 55.00 56.80 59.20 60.30 60.70 61.40 65.90 67.70 71.00 75.00 75.00 75.70 77.00 80.00 84.00 86.50 88.00 97.00 36.19 36.24 36.49 36.77 37.48 38.02 37.76 39.14 41.90 46.03 45.91 47.13 48.85 50.00 W.S. Elev (ft) 61.7 61.7 61.7 61.7 61.7 61.9 64.8 65.9 66.5 69.0 69.7 71.0 73.3 74.1 75.3 78.4 79.3 80.5 81.2 82.4 84.1 85.9 87.8 91.7 95.3 97.1 102.3 49.6 49.6 49.6 49.6 49.6 49.6 49.6 49.6 50.8 53.3 56.2 57.2 58.0 59.8 Crit W.S. (ft) 61.9 64.8 66.5 71.0 73.0 75.3 81.2 81.2 102.3 53.3 54.4 56.7 E.G. Elev (ft) 61.71 61.72 61.74 61.79 61.88 62.60 65.93 66.41 67.49 69.41 70.09 71.81 73.92 74.49 76.37 78.83 80.29 81.05 82.92 83.27 85.08 86.60 88.54 93.23 96.71 98.28 103.52 49.59 49.60 49.60 49.62 49.65 49.70 49.88 50.55 51.58 55.45 57.43 58.45 59.63 59.86 E.G. Slope <Wft) 0.000083 0.000085 0.000138 0.000318 0.000473 0.002122 0.002379 0.003346 0.009288 0.003878 0.004790 0.009835 0.007250 0.003081 0.009262 0.003711 0.007099 0.003650 0.022678 0.009102 0.013150 0.007715 0.007819 0.012372 0.010994 0.008216 0.020401 0.000038 0.000047 0.000057 0.000083 0.000141 0.000300 0.000832 0.003197 0.002516 0.010080 0.003885 0.003374 0.003809 0.000047 Vel Chnl (Ws) 2.29 2.14 2.58 3.42 4.21 8.43 10.16 6.58 9.53 6.30 6.21 8.84 7.23 5.68 9.63 5.89 8.22 6.39 10.67 7.77 8.56 6.93 6.26 9.80 9.23 9.04 8.69 1.27 1.37 1.57 1.72 2.19 2.97 4.93 8.79 7.49 12.96 9.17 10.55 10.94 0.87 Flow Area (sqft) 5612.32 6984.46 5856.85 4147.26 3242.28 1742.53 1342.72 1429.63 1033.69 1665.73 1566.28 1144.35 1246.03 1632.40 1041.07 1410.76 930.88 1214.16 711.05 967.74 970.88 1134.15 1059.92 745.17 787.33 856.62 834.57 1590.62 1528.59 1456.72 1341.15 1233.57 892.10 499.53 230.92 282.15 143.11 218.45 240.63 206.16 511.95 Top Width (ft) 1136.21 1744.51 1652.60 1460.81 1115.51 1042.02 597.92 482.38 459.29 817.87 745.16 652.10 555.11 573.88 492.13 420.29 181.65 237.1 1 212.12 241.56 396.32 331.20 294.05 164.23 161.18 175.21 351.08 178.94 224.03 264.11 287.38 307.74 402.47 372.13 75.22 134.42 35.80 103.51 82.40 87.01 170.54 FroudeffChl 0.12 0.11 0.14 0.21 0.26 0.55 0.58 0.35 0.57 0.37 0.40 0.57 0.50 0.33 0.57 0.37 0.51 0.39 0.85 0.56 0.66 0.51 0.50 0.67 0.63 0.56 0.78 0.06 0.07 0.08 0.09 0.12 0.16 0.28 0.52 0.49 0.93 0.58 0.60 0.66 0.06 o Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow Basert.hd flows ' RS = 310 150 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hct flows RS = 50.11 o f Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 750 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 580 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 400 Station (ft) f r Exist Cond Creeks and Flows Geom. RC_ex extended north of wall Flow: Basen.hc! flows RS = 1470 035 J, 200 300 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hcl flows RS = 1230 300 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hcl flows RS = 1000 f f Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow. Basen.hcl (tows RS = 2420 80 100 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north ofwatl Flow: Basen.hcl flows RS = 2100 .04- Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hcl flows RS = 1810 Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen hc1 flows RS = 3170 Exist Cond Creeks and Flows Geom: RC ex extended north of wall Flow: Basen.hc1 flows RS = 2980 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 2700 Station (ft) HEC-RAS ANALYSIS WITH EAST VILLAGE n HEC-RAS Plan: exist84 Profile: New Hydro River Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Reach Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 2 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 River Sta 5.8 6.2 6.6 7 7.4 7.8 8 8.3 8.4 8.45 8.5 8.6 8.7 8.8 8.9 10.01 10.04 10.1 20 20.9 30 50.1 60.21 70.58 90.15 120.2 140.65 170.19 190.83 210.51 220.81 250.41 250.86 270.14 270.15 270.155 270.16 270.17 280.04 290.18 10270 10300 10371 Profile New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro Q Total (cfs) 8708.00 8708.00 8708.00 8708.00 8708.00 8708.00 8157.00 8157.00 8157.00 Bridge 8157.00 8157.00 8157.00 8157.00 8157.00 8157.00 Bridge 8157.00 8157.00 8157.00 8157.00 8157.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 Bridge 7338.00 7338.00 7338.00 7338.00 7338.00 Culvert 7338.00 Min Ch El (ft) 22,40 23.70 24.80 25.50 26.79 29.75 29.20 30.62 31.97 31.97 35.00 35.50 35.60 35.70 35.47 35.47 35.67 35.56 35.42 35.30 36.17 36.65 37.57 38.31 39.65 40.30 40.40 41.63 41.33 42.60 43.10 43.63 42.50 43.30 43.63 43.00 44.00 45.50 45.50 W.S. Elev («) 27.1 29.0 31.5 32.5 32.9 34.3 36.6 38.2 39.3 42.0 41.9 43.2 44.2 44.1 44.3 48.5 48.3 48.6 49.0 49.3 49.4 49.4 49.4 49.6 49.6 49.5 50.4 50.9 51.2 51.0 52.2 54.5 53.4 55.5 57.1 56.7 56.7 56.1 61.1 CritW.S. (ft) 24.9 34.9 39.1 39.9 41.5 42.4 51.0 52.2 54.5 52.3 52.5 56.1 56.1 E.G. Elev (ft) 27.25 29.39 31.84 32.60 33.01 34.79 36.94 38.77 41.75 43.65 44.30 44.86 45.25 45.70 46.15 49.07 49.21 49.39 49.46 49.51 49.56 49.62 49.70 49.85 50.11 50.63 51.13 51.37 51.50 52.92 53.67 55.41 55.89 57.06 57.21 57.46 57.88 61.36 61.65 E.G. Slope (ft/ft) 0.004004 0.012122 0.004785 0.001519 0.001493 0.033016 0.010825 0.014801 0.027415 0.006066 0.012511 0.007770 0.004145 0.006939 0.007910 0.000702 0.001035 0.000865 0.000506 0.000373 0.000275 0.000367 0.000484 0.000532 0.001026 0.002120 0.001564 0.001089 0.000722 0.004905 0.003426 0.002119 0.004929 0.002460 0.000199 0.001133 0.001746 0.005986 0.000618 Vel Chnl (ft/s) 2.88 4.98 4.33 2.37 2.27 5.82 4.80 6.15 10.92 11.41 12.68 11.16 8.50 10.70 12.21 7.12 8.28 7.99 6.19 4.41 4.18 4.68 5.20 5.26 6.97 8.85 7.67 6.55 5.43 11.30 10.39 8.92 12.77 9.94 2.93 7.62 8.86 18.46 7.67 Flow Area (sqft) 2995.37 1768.28 1898.68 3517.97 3556.38 1491.87 1699.82 1321.09 675.15 1033.19 717.78 1003.35 1158.74 1039.87 958.40 1499.09 1276.07 1487.31 1962.70 2181.94 3204.72 3088.72 2893.56 2850.38 2201 .94 1064.90 1233.57 1732.62 2176.90 749.79 1038.38 1601.49 574.52 737.88 5131.57 1519.65 844.61 397.51 1887.38 Top Width (ft) 878.78 527.34 355.21 654.37 761.08 666.52 449.20 305.23 127.90 141.74 137.52 210.50 183.40 197.00 130.00 130.00 142.90 200.10 265.10 250.00 655.20 801.10 919.50 1018.20 1087.70 505.08 307.77 541.48 631.80 304.55 458.83 1049.74 207.89 577.57 1680.42 680.72 163.44 88.97 390.00 Froude # Chi 0.26 0.45 0.31 0.1 7 ! 0.17 0.68 0.43 0.51 0.74 0.66 0.89 0.72 0.53 0.68 0.74 0.35 0.42 0.39 0.30 0.24 0.21 0.24 0.28 0.29 0.40 0.56 0.48 0.40 0.33 0.81 0.68 0.55 0.83 0.60 0.17 0.42 0.51 1.00 0.34 o HEC-RAS Plan: exist84 Profile: New Hydro (Continued) River Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Agua Hedionda Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Calavera Creek Reach Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 River Sta 10375 10460 10620 10810 10980 11185 11340 11490 11650 11920 12110 12340 12590 12710 12910 13340 13600 13740 13860 13880 14040 14190 14430 14900 15200 15360 15560 50.11 310 400 580 750 1000 1230 1470 1810 2100 2420 2700 2980 3170 Profile New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro New Hydro Q Total (cfs) 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7338.00 7321 .00 7321.00 7321 .00 7321 .00 7321 .00 7321.00 7321 .00 7321 .00 7321 .00 7321 .00 7321 .00 7321 .00 7321 .00 7321 .00 7321 .00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 629.00 Min Ch El (ft) 45.20 47.00 48.20 48.90 49.60 50.20 50.80 51.70 52.70 55.00 56.80 59.20 60.30 60.70 61.40 65.90 67.70 71.00 75.00 75.00 75.70 77.00 80.00 84.00 86.50 88.00 97.00 36.19 36.24 36.49 36.77 37.48 38.02 37.76 39.14 41.90 46.03 45.91 47.13 48.85 50.00 W.S. Elev (ft) 61.7 61.7 61.7 61.7 61.7 61.9 64.8 65.9 66.5 69.0 69.7 71.0 73.3 74.1 75.3 78.4 79.3 80.5 81.2 82.4 84.1 85.9 87.8 91.7 95.3 97.1 102.3 49.5 49.5 49.5 49.5 49.6 49.6 49.6 49.6 50.0 51.5 54.5 55.3 56.1 57.3 CritW.S. (ft) 61.9 64.8 66.5 71.0 73.0 75.3 81.2 81.2 102.3, 51.5 52.4 54.3 E.G. Elev (ft) 61.71 61.72 61.74 61.79 61.88 62.60 65.93 66.41 67.49 69.41 70.09 71.81 73.92 74.49 76.37 78.83 80.29 81.05 82.92 83.27 85.08 86.60 88.54 93.23 96.71 98.28 103.52 49.55 49.55 49.55 49.57 49.61 49.66 49.73 49.95 50.44 53.32 55.29 56.16 57.13 57.39 E.G. Slope (ft/ft) 0.000083 0.000085 0.000138 0.000318 0.000473 0.002122 0.002379 0.003346 0.009288 0.003878 0.004790 0.009835 0.007250 0.003081 0.009262 0.003711 0.007099 0.003850 0.022678 0.009102 0.013150 0.007715 0.007819 0.012372 0.010994 0.008216 0.020401 0.00001 1 0.000012 0.000013 0.000101 0.000166 0.000312 0.000269 0.001065 0.001595 0.012206 0.003432 0.002809 0.003281 0.000301 Vel Chnl (fl/s) 2.29 2.14 2.58 3.42 4.21 8.43 10.16 6.58 9.53 6.30 6.21 8.84 7.23 5.68 9.63 5.89 8.22 6.39 10.67 7.77 8.56 6.93 6.26 9.80 9.23 9.04 8.69 0.69 0.71 0.76 1.89 2.38 3.02 2.81 5.09 5.50 11.40 7.29 8.30 8.58 1.74 Flow Area (sqtt) 5612.32 6984.46 5856.85 4147.26 3242.28 1742.53 1 342.72 1 429.63 1033.69 1665.73 1566.28 1144.35 1246.03 1632.40 1041.07 1410.76 930.88 1214.16 711.05 967.74 970.88 1134.15 1059.92 745.17 787.33 856.62 834.57 1667.79 1649.07 1633.92 773.07 591 .44 467.03 510.97 233.45 199.63 89.42 133.01 147.12 129.95 257.00 Top Width (ft) 1136.21 1744.51 1652.60 1460.81 1115.51 1042.02 597.92 482.38 459.29 817.87 745.16 652.10 555.11 573.88 492.13 420.29 181.65 237.11 212.12 241.56 396.32 331.20 294.05 164.23 161.18 175.21 351.08 178.87 223.87 264.04 227.38 149.48 168.26 286.32 79.17 102.70 26.73 30.54 33.33 32.06 85.39 Froude # Chi 0.12 0.11 0.14 0.21 0.26 0.55 0.58 0.35| 0.57! 0.37 0.40 0.57 0.50 0.33 0.57 0.37 0.51 0.39 0.85 0.56 0.66 0.51 0.50 0.67 0.63 0.56 0.78 0.03 0.04 0.04 0.10 0.13 0.16 0.16 0.30 0.38 0.97 0.52 0.53 0.58 0.15 n Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: BaseMp.hct flows RS = 310 150 20 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: BaseMp.hd flows f f)f Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 750 200 300 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 580 «.035»(« .04- 200 300 Station {ft} Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hd flows Station (ft) o if 60 _ 55: I 50- 1 : " 45: 40- 35 Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 1470 «.035>-.04- 200 300 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 1230 300 40' Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS= 1000 Station (ft) o o Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flow RS = 2420 60 60 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall -t- PA-22 Flow: BaseB4p.hd flows RS = 2100 80 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: BaseB4p.hc1 flows RS = 1610 Station (ft) f o Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 3170 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hd flows RS = 2980 60 10060 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: 8ase84p.hc1 flows RS = 2700 Station (ft) * APPENDIX C 100-YEAR WSPGW ANALYSIS AND HEC-1 ASSUMING 8'x8' RGB OPEN o 0 :o Tl Robertson's Ranch T2 El Camino Real Culvert Analysis - assume 8'x8' filled with 3' of silt T3 100-year flow rate from Base84p.hcl to determine flow velocity .000 SO R WE SH CD CD Q 1000.000 1135.000 1135.000 1135.000 1 2 3 2 0 0 556 32.300 33.100 33.100 33.100 .000 .000 .000 1 1 2 2 5 6 .8 .000 .000 015 200 8 . 8, .000 .000 .000 .000 . 000 .000 32.300 33.100 .00 .00 .000 0 o o FILE: ecrvel.WSW W S P G W - CIVILDESIGN Version 14.06 PAGE 1 Program Package Serial Number: 1559 WATER SURFACE PROFILE LISTING Date: 2-22-2006 Time:11:21: 4 Robertson's Ranch El Camino Real Culvert Analysis - assume 8'x8' filled with 3' of silt 100-year flow rate from Base84p.hcl to determine flow velocity *************************************************************************************** ******** | 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| HF |SE Dpth|Froude N|Norm Dp | "N" | X-Fall| ZR (Type Ch 1000.000 32.300 5.000 37.300 556.00 13.90 3.00 40.30 .00 5.00 8.00 5.000 8.000 .00 -I- -I- -I- -I- -I- -I- -I- -I- -I" -I- -I- -I- -I- 135.000 .0059 .0111 1.50 5.00 1.10 5.00 .015 .00 .00 BOX I I I I I I I I I I I I 1135.000 33.100 5.696 38.796 556.00 13.90 3.00 41.80 .00 5.00 8.00 5.000 8.000 .00 -I- "I- 'I- -I- -I- -I" -I- -I' "I- "I- -I" -I' -I- WALL ENTRANCE I I I I I I I I I I I I 1135.000 33.100 7.827 40.927 556.00 8.88 1.22 42.15 .00 5.31 8.00 6.000 8.000 .00 0 .0 c * FLOOD HYDROGRAFH PACKAGE (HEC-1) * JW 1998 * VERSION 4.1 * * RLN DATE 22PEB06 TIME 19:53:42 U.S. ARMY CORPS OF ENGINEERS HYERQLQ3IC ENGINEERIN3 CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 X X XXXXXXX XXXXX X XXX XX XX XXX X X XXXXXXX XXXX X XXXXX X X X X X X XXX XX X X X XXXXXXX XXXXX XXX THIS PRO3RW1 REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KN3HN AS HEC1 (JAN 73), HEC1GS, HEC1EB, AND HEC1KW. THE ISFINrnCNS OF VBRIABLES -RTIMP- AND -R3TOR- HAVE CHAN3ED FROM THOSE CBED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFDtrnCN OF -WSKK- CN RM-CARD WRS OWJ3ED VJTIH REVISIONB I»3ED 28 SEP 81. THIS IS THE FCKIRAN77 VERSICN NEW OPITCNS: EWEREAK OUTFLOW SUEMERGaCE , SINGLE EVENT DfiMZGE GALCULSITCN, DSS:WRITE STAGE FREQUENT, DSS:READ TME SERIES AT DESIRED CALCULBITON DUERVAL TOSS RATE:GREEN AND AMPT INFTLTRATION KLNEMKHC WAVE: NEW KLNl'lK DIFFERENCE AL/3CRTIHM o HEC-1 INPUT P/GE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 *** FREE *** '•*"" 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 47 48 ID ID TD TD ID ID ID ID m ID ID ID ID ID ID ID IDn 10 KK KM IN PB PI PI PI PI PI BA LS UD KK KM RS RC RX RY KK KM P3 PI PI PI PI PI BA LS UD BASELINE PER CITY OF CARLSBAD BUT WITH 84 INCH INSTEAD OF WEIR WALL. NO MODS TO BASIN BJB CUTLET, HISTORIC CALAVERA LAKE, NO BASIN BJ. MCDELS DETENTION KT ECR WTTH PARK SITE AND 5 : 1 SLOPE CONSTRUCTED ASSUMES 8x8 RGB TN ECR IS NOT PLUCGED WITH SILT FLLEfWME: BASE84P.HC1 FINAL 100-YR, 24-HR HYDROLOGIC ANALYSIS FOR RANCHO CARLSBAD MOBILE HOME PARK INCLUDES DETENTION BASINS AT FARADAY, MELROSE, BJB, AND BJ INCLUDES DETENTION AT CALAVERA DAM ASSUMING VALVES ARE OPEN DURING STORM INCLUDES SPLIT FLOW TO NCRTH SIDE OF WALL IN CALAVERA CREEK JN: 13182-D FN: RC100.HC1 DATE: DECEMBER 1, 2004 5 0 0 300 4 BSNBCl BASN1 FROM COLNIY OF SAN DIEGO CALCS 30 6 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 4.34 0. 93 .739 RTBC2 ROUTE FROM BASIN BC1 THROUGH BASIN BC2 1 STCR -1 .014 .014 .014 1220 .0098 20 50 70 70 100 100 120 130 410 410 410 400 400 410 410 410 BSNBC2 NORTH OF SH 78 5.7 0 .009 .007 .009 .009 .011 .009 .011 .012 .014 .016 .017 .02 .023 .03 .045 .067 .088 .082 .041 .027 .023 .021 .02 .019 .017 .016 .01 .016 .015 .014 .015 .012 .013 .01 .01 .01 .011 .01 .009 .009 .009 .009 .01 .009 0.55 0 91 .246 .013 .096 .018 .009 .013 .096 .018 .009 c o LINE 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 KK BC1SBC2 KM CCMBINE BASINS BC1 AND BC2 HC 2 KK RTBC3 KM ROUTE RS 1 RC .060 RX 767.5 RY 390.6 KK BSNBC3 KM SOOTH P3 5.6 BA 1.18 LS 0. UD .221 KK BC2SBC3 FROM BASIN BC2 THROUGH BASIN BC3 STCR -1 .080 .060 2000 .0125 767.9 789.5 830.3 864 889.7 391 391.1 378.25 378 387.5 OF SH 78 91 898.6 905.6 388.2 388.00 KM CCMBINE BASINS BC2 AND BC3 HC 2 KK RTBC4 KM ROUTE RS 1 RC .060 RX 473 RY 370.79 KK BSNBC4 FROM BASIN BC3 THROUGH BASIN BC4 STCR -1 .060 .060 3580 .0072 500.1 505.8 546.1 582.3 654.9 370.63 372.1 352.86 353.22 374.7 664.5 688.1 375.75 384.24 KM NEAR CCNELUENCE WITH AGUA HEDICMDA PB 5.5 BA 0.31 LS 0. UD .133 KK BC3SBC4 88 KM CCMBINE BASINS BC3 AND BC4 HC 2 KK AH1 FB 5.7 BA 2.83 LS 0. UD .712 KK DBISYC 92 KM DETAIN AT SYCSMCRE AVE RS 1 SV 0 SQ 0 SE 360 STCR -1 0.34 1.57 7.08 26.44 622 1521.3 2091.0 2578.3 365 370 375 380 HBC-1 3NRJT PAX: 3 o LINE 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 KK BCSHL KM CCMBINE BUENA CREEK BASINS AND AKL 1C 2 KK RTAH2 KM RCUIE BASIN AH1 AND BUENA CREEK BASINS THRCCGH BASIN AH2 RS 1 STCR -1 RC .060 .080 .060 8180 .007 RX 0 100 200 300 600 800 900 RY 400 380 360 340 340 360 380 KK AH3 PB 5.4 BA 0.83 LS 0. 92 UD .227 KKDEISHADOW KM DEIMN AT SHADOWRID3E RS 1 SICR -1 SV 0 1.14 6.25 15.18 21.83 SQ 0 190.8 405.0 547.1 618.3 SE 339.5 345 350 355 358 KK KIKE KM ROJIE FRCM BASIN AH3 THRC031 BASIN AH2 RS 1 SICR -1 RC .060 .080 .060 3000 .013 RX 0 80 250 450 500 600 700 RY 400 380 340 320 320 340 380 KK AH2 PB 5.4 BA 1.41 IS 0. 87 UD .356 KKAKL-3&BC KM COMBINE BUENA CREEK BASINS AND AMI MJD AID WITH AH2 HC 3 KK AH2-AH7 KM ROUTE AH2 THROUGH AH7 RS 1 STCR -1 RC .08 .08 .08 7660 .023 RX 0 150 300 350 400 470 520 RY 400 340 300 280 280 300 340 KK AH4 PB 5.4 BA .70 LS 0. 90 UD .172 1100 400 750 400 680 400 o o o LINE HEC-1 INPUT Pfl3E 4 ID 1 2 3 4 5 6 7 8 9 10 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 KK AH4-AH5 KM ROJIE MM IHRQUfflflHS RS 1 SICR -1 RC .06 .08 .06 4900 .016 RX 0 50 100 220 300 450 RY 440 420 380 360 360 380 KK AH5 PB 5.3 BA .74 IB 0 92 LD .212 KK COMBINE K 2 KKDEIMELJiQSE KM DEIMNOT MRTBTKR KM WTIH RECMGULAR 5.6'VODE BY 4"IHLL CRIFICE AT KM SEE ENVELOPE D«IED 1-14-04 IN JCB FILE 13182-D RS 1 SICR -1 SV 0 .029 .162 .482 1.12 2.30 SV 33.4 45.8 52.6 SQ 0 55.44 152.53 215.71 264.19 305.06 SQ 457.59 482.34 494.26 SE 308 310 312 314 316 318 SE 328 330 331 KKHE-AH6 RS 1 SICR -1 RC .08 .08 .08 5000 .002 RX 0 120 150 300 420 550 RY 320 300 280 260 260 280 KK AH6 PB 5.2 BA .91 IS 0 93 ID .259 KK CCMBINE HC 2 KKDEINFARADAY KM DETAIN AT PROPOSED FBRADflY CRCSSDC 5x5 RCB KM SEE ENVEICPE DRIED 1-13-04 IN JCB FILE 13182-D RS 1 SICR -1 SA .000 .196 .432 .924 1.32 1.77 SA 7.09 SE 221.84 224 226 228 230 232 SE 242 SQ 0 100 200 300 400 500 SE 221.84 225.91 228.46 231.55 231.90 234.72 600 700 400 440 EXISTHE CULVERT FOR BflCKDP 4.59 8.67 14.8 341.07 373.62 403.56 320 322 324 650 750 300 320 FCR BBCKUP 3.09 4.30 5.36 234 236 238 600 682.5 700 238.56 244.16 245.43 23.0 431.42 326 6.20 240 O HBC-1 INPUT P«3E 5 ...9 10 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 KK KM RS RC RX RY KK PB BA 15 ID KK KM RS RC RX RY KK PB BA IS UD KK KM HC KK KM R3 RC RX RY KK PB BA ISto KK HC KK KM RS SV SQ AH6-7 ROJIE 1 .08 0 220 AH8 5.0 .31 0 .1 AH8-7 ROUE 1 .08 0 220 AH7 5.2 1.12 0 .420 CCMBJNE f06 1HROU31 SICR .08 50 200 92 #B THRCU31 SICR .08 50 200 82 AH7 -1 .08 2800 .02 110 230 350 500 600 180 160 160 180 200 AH7 -1 .08 3260 .02 110 230 350 500 600 180 160 160 180 200 650 220 650 220 CCMBINE BASINS AH7 WITH flH6 AND AH8 4 AH7-AH9 RCUIH 1 .08 0 200 KB 5.0 1.0 0 .307 COMBINE 2 AH9-10 RCUIE 1 4.5 500 AH7 THRCUGH SICR .08 80 180 87 AH9 TOROIH SICR AH9 -1 .08 5260 .007 200 250 650 950 1200 140 100 100 140 180 AKLO (MDIFIED PUUS) -1 1300 200 7.5 12.8 35 60 88.1 101.9 1000 2000 4000 6000 8000 9000 HHC-1 INPUT WOE 6 o 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 KK »ao PB 4.8 BA .66 IB 0 89 ID .173 KK OCMBINE HC 2 KKAH10-RCA KM RCUIE SKLO THROUGH RCA RS 1 SICR -1 RC .03 .03 .03 2780 .007 RX 0 10 26 35 52 95 100 120 RY 50 48 46 42 42 44 46 48 KK RCA PB 5.0 BA .11 IB 0 85 \D .071 KK SOKHEDICNDA TOTAL DI9CHARCE KM COMBINE fiffl.0 PND RCA HC 2 KK a KM BASN1 ERCM OXNIY OF SWJ DIEQO CAUS IN 30 PB 5.5 PI 0 .009 .007 .009 .009 .011 .009 .011 PI .014 .016 .017 .02 .023 .03 .045 .067 PI .082 .041 .027 .023 .021 .02 .019 .017 PI .01 .016 .015 .014 .015 .012 .013 .01 PI .01 .011 .01 .009 .009 .009 .009 .01 BA .87 IS 0 90 ID .409 KKCCEEIMEIJRCSE KM DETAIN NEAR N. MELRQSE RS 1 SICR -1 SV 0 0.32 1.13 3.37 21.53 SQ 0 454.2 688.8 770.4 962.9 SE 326.95 335.0 338.0 340.0 345.0 KK C1-C2 KM RCUIE Cl THROUH C2 RS 1 SICR -1 RC .06 .08 .06 18380 .014 RX 0 80 300 600 650 1000 1350 1700 RY 300 280 260 240 240 260 280 300 .012 .013 .088 .096 .016 .018 .01 .009 .009 LINE O 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 KK IB BA LS ID KK HC KK KM KM RS SA SE SS KK KM RS RC RX RY KK KM PB BA IB UD KK 1C KK KM KM C2 5.3 2.72 0 91 .480 (TMBINE 2 DETCHLA DEDON AT CfiLVERA LAKE BEPCRE DSM mEECVEMENIS 1 21 208 216.5 C2-C3 ROUTE 1 .05 0 200 C3 ELEV 24 210 150 209.0 27 212 2.64 30 214 1.5 33 35 38 39.5 41 216 217 218 219 220 43 221 C2 THROUGH O STOR .06 200 160 -1 .05 250 120 5620 300 100 AREA ADJUSTED TO DKUTE CAIAVERA 5.1 .88 0 .201 CTMBDJE 2 DEINBJB 89 DEIMN AT DONSlREfiM Etc OF BASIN EXISTING BASIN * KD 0 2 0 303 304 305 306 307 308 309 310 311 RS SV SV SE SE SQ SQ SE SE 1 0 17.66 62 72 0 855 62 75.0 0 22 SICR .002 25.24 63 73 100 885 64.65 75.35 WITH 10 -1 .02 35.08 64 74 200 1000 66.21 76.72 021 800 900 1100 1400 100 120 140 160 HTTJfi ii (+0.03 SQ. MI.) C3 AKA BASIN BOB FLOW-TRU BASIN 'X71 BOX & 72" RCP .08 .23 .57 1.23 2.29 3.78 5.30 47.48 62.74 65 75 300 67.52 68 66 67 68 69 70 76 400 500 600 700 760 .68 70.02 71.58 73.27 74.32 70.8 819 74.59 * SQ 200 400 600 800 1000 1051.6 1120 1200 1250 1292 * SE 64.3 65.7 66.8 67.8 72.5 73.3 74.1 74.8 75.1 75.9 LINE HEC-1 INPUT ID 1 2 3 4 5 ( PAGE 8 ...10 312 313 314 315 316 317 318 319 320 321 322 323 324 KK DIVCC KM PCRTICN CF BJB FLOW DIVERTED TO NCRIH SIDE CF WALL KM ASSUMES THE 500 CFS OF A 100-YR STORM WILL BE DIVERTED KM FLOWS LESS THBN 75 WILL REMAIN IN CALAVERA CREEK KM THE MECHANISM FOR DIVERTING THIS 500CTS WILL BE 84" RCP DTDIVNCRTH DI 0 75 901 1500 DQ 0 0 500 500 KK FB BA LS LD C4 5.2 1.24 0 .513 88 325 326 KK COMBINE HC 2 327 328 329 330 331 332 KK C34-RCC KM ROUTE C3 AND C4 THROUGH RCC RS 1 STCR -1 RC .03 .04 .03 3900 .016 RX 0 190 280 300 310 RY 48 48.4 48 42 42 325 46 390 46 820 48 o 333 334 335 336 337 338 339 340 KK RCC1 PB 4.8 BA .0545 LS 0 LD .108 87 KK CCTOIAL KM CALAVERA CREEK HC 2 DISCHARGE 341 342 343 KK AH+CC KM AQUA HEDICMDA AND CALAVERA CREEK (SOUTH CF WALL) TOffiL Q AT ECR BRIDGE HC 2 344 345 KK REIDIV DRDIVNCRTH 346 347 348 349 350 351 KK RTNCR KM ROUTE DIVERTED FLOW ALONG THE NORTH SIDE CF THE WALL RS 1 SICR -1 RC .03 .03 .03 4400 .0125 RX 17 20 20.1 61 108 133 139 RY 50 50 44 40 38 50 50 140 50 o o o 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 KK EB BA IS UD KK IE KK PB BA IS UD KK 1C KK KM KM KM RS SV 92 SE KK 1C KK FB BA IS UD KK HC ZZ ROC2 4.8 .208 0 87 .185 BCK 2 RRCH 4.7 .425 0 87 .167 EX_8x8 2 NURSERY DETAIN fiT NURSERY EAST OF EL C7WINO REftL EXISTING 8'XS'RCB WITH 3' OF SILT CM BOTKM ASSUMES RCBERTSCN'S RH*U EBRK GRSDIN3 fiT NURSERY 1 STCR -1 0 .195 4.048 12.486 0 350 642 856 33.1 34 36 38 OCMBINE 2 DSAHDOMeiMSWI OF ECR 4.7 .508 0 87 .280 OOTOINE 2 o INPUT LINE NO. 20 32 SCHEMKTIC DMGRPM OF STREBM NETWORK (V) ROUTING (--->) DIVERSION OR PIMP FIOW (.) CnWECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW BSNBC1 V V R1BC2 38 BSMBC2 49 BC1SBC2 V V 52 RIBC3 58 . BSNBC3 64 BC2SBC3 V V 67 RTBC4 73 . BSNBC4 79 BC3&BC4 82 . AMI V V 87 . DEISYC 93 BC&H1 V V 96 RTOH2 102 . MB V V 107 . DEISHfiDO V V 113 . RTAH2 119 . TH2 124 AH1-34BC V V 127 AH2-MCT 133 138 AH4 V V rm-tws 144 AH5 o o 149 . OCMBINE V V 151 . DEIMEUX) V V 162 . flH5-AH6 167 . AH6 172 . CCMBINE V V 174 . DBDJEftRA V V 184 . AH6-7 190 . .flH8 V V 195 . . Hffl-7 201 . . PH? 206 OMBINE V V 209 AHT7-AH9 215 . AH9 220 CXMBDJE V V 222 AH9-10 227 . AH10 232 OTEINE V V 234 PHLO-RCA 240 . RCR 245 «3UA 248 . Cl V V 260 . OGDBIMEL V V 266 . C1-C2 272 . . C2 277 . OTBINE V 279 286 V DETCMA V V C2-C3 292 C3 298 . OTBINE V V 300 . DEINBJB 317 . . >DIVMCRIH 312 . DIVO: 320 . . C4 325 . OMBINE V V 327 . O&-ROC: 333 . . ran 338 . CCIOIHj 341 AH+CC 345 . .< DIVNCKIH 344 . REIDIV V V 346 . KDCR 352 . . RO2 357 . BCK 359 . . RRCH 364 . EX_8x8 V V 366 . NURSERY 374 OCMBINE 376 . DSAH 381 (XMBINE ***) EOCFF ALSO OMEUIED AT THIS ICCKHCN o FLOCD HYDRCGRAPH PACKAGE JW 1998 VERSION 4.1 (HBC-1) * RLN DAIE 22FEB06 TIME 19:53:42 U.S. ARMY CERES CF ENGINEERS HYDRQLCGIC EN3INEERIN3 CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 BASELINE PER COT CF CARLSBAD EOT WTIH 84 INCH INSTEAD CF WEIR WALL. NO MODS ID BASIN BJB OOTLET, HISTORIC CAIAVERA IAKE, NO BASIN BJ. MODELS DEIENTICN AT ECR WITH PARK SITE AND 5:1 SLOPE OCNSTRUCTD ISSUES 8x8 RGB IN ECR IS NDT HJUQGffil WTIH SILT BASE84P.HCa FINAL 100-YR, 24-HR HYERCXOGIC ANALYSIS KR RMOD CARLSBAD MBUE HCME PARK INCLUDES EEIENTICN BASINS AT FARADAY, MELRCSE, BJB, AND BJ INCLUDES DEnENTICN AT CWAVERA DAM ASSUMING VALVES ARE OPEN DURIN3 STORM INCLUDES SPLIT FLOW TO NOOK SIDE OF WALL IN CALAVERA CREEK JN: 13182-D FN: RCaOO.HCl DAIE: DECEMBER 1, 2004 c 19 10 IT OUTPUT CONTROL VARIABLES IPRNT 4 PRINT CONTROL IPL9T 0 PLOT CONTROL Q3CHL 0. HYDRCGRAPH PLOT SCALE HYDRCGRAPH TIME DATA WON IDATE rriME N2 NDDATE NDITME ICENT 5 1 0 0000 300 2 0 0055 19 MINUTES IN CCMPUIBTICN INTERVAL STARTING DAIE STARTING TIME NUMBER OF HYDRO3RAPH ORDINATES ENDING DATE ENDING TIME CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE .08 HOURS 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LEN3IH, ELEVMTCN FLOW STORAGE VCOM; SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT 20 KK BSNBCl BASN1 FROM COUNTY CF SAN DIEGO CALCS 22 INo TIME DATA FOR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE JXITME 0 STARTING TIME SUHBASDJ RUNOFF DMA 29 BA 23 PB 24 PI SUBBASIN CHARACTERISTICS TAREA 4.34 SUBBAS1N AREA STORM 6.00 BASIN TOTAL PRECIPITATION c 30 IS 31 UD DCSEMEWTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS WES RATE SIKH. CKVNBR KTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNUESS UNTIGRAPH TLA3 .74 LfiG UNIT HYEROGRAPH 46 END-OF-PERIOD ORDINATES 93. 2542. 523. 91. 17. 302. 234S. 437. 76. 14. 576. 2124. 366. 65. 11. 950. 1843. 308. 54. 8. 1436. 1502. 260. 45. 5. 1949. 1222. 217. 38. 2. 2344. 1025. 183. 32. 2587. 858. 151. 28. 2678. 725. 129. 24. ' 2670. 620. 107. 21. 32 KK KIBC2 * o ROUTE FROM BASIN BO. THROUGH BASIN BC2 HYERCGRAPH RCUTDC DATA 34 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREfiCHES o 35 RC HYP STCR TYPE OF INITIAL CCNDITION RSVRIC -1.00 INITIAL CCNDITICN X .00 WORKBG R AND D ODEFFTCIEOT NORMAL DEPTH CHANNEL ANL .014 LEFT OVERBSNK N-VALUE ANCH .014 MMN CHANNEL N-VALUE ANR .014 RIGHT OVERBANK N-VALUE R1NIH 1220. REACH LEN3IH SEL .0098 ENERGY SLOPE ELMAX .0 MAX. ELEV. FOR SIO?AGE/OUTF1CW CMjCULATICN 37 RY 36 RX ELEVXETCN DISTANCE CRCSS-SECnCN DATA --- LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK --- 410.00 410.00 410.00 400.00 400.00 410.00 410.00 410.00 20.00 50.00 70.00 70.00 100.00 100.00 120.00 130.00 COMPUTED STORAGE-OOTFUDH-ELEVATICN DATA STORAGE OUTFLOW ELEWOTON .00 .00 400.00 .44 105.98 400.53 .88 329.06 401.05 1.33 633.02 401.58 1.77 1001.38 402.11 2.21 1423.45 402.63 2.65 1891.44 403.16 3.10 2399.38 403.68 3.54 2942.45 404.21 3.98 3516.72 404.74 STORAGE OUTF10W ELEVATION 4.42 4118.90 405.26 4.86 4746.18 405.79 5.31 5396.18 406.32 5.75 6066.83 406.84 6.19 6756.30 407.37 6.63 7463.01 407.89 7.08 8185.56 408.42 7.52 8922.69 408.95 7.96 8.40 9673.29 10436.36 409.47 410.00 ** WARNBG *** MODIFIED POLS ROUTOE MKY BE NUMERICALLY UNSTABLE FDR OUTFLOWS BETWEEN 106. TO 10436. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCULATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CBN BE CORRECTED BY DECREASIN3 THE TIME INTERVAL OR TNCREASBG STORAGE (USE A LCN3ER REACH.) 38 KK BSNBC2 NORTH OF SH 78 22 IN TIME DATA FOR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUNOFF DATA 46 BA SUBBASIN CHARACTERISTICS TAREA .55 SUBBASIN AREA PRECIPITATION DATA 40 PB 41 PI STORM 5.70 BASIN TOTAL PRECIPITATICN c INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 47 LS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LCSS ROTE STRTL CRVNBR RTIMP .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 .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 .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 .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 .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 .20 INITIAL ABSTRACTTCN 91.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 48 UD SCS D3MENSIGNLESS LNITGRAPH TLAG .25 LAG 167. 38. 573. 24. 897. 15. 882. 10. UNIT HYDRCGRAPH 17 END-OF-PERICD CRDINATES 676. 400. 249. 6. 3. 1. 159.61. 49 KK BC1&BC2 * COMBINE BASINS BC1 AND BC2 51 HC HYDROGRAPH COMBINATION ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE 52 KK KIBC3 ROUTE FROM BASIN BC2 THRCtCH BASIN BC3 HYDROGRAPH ROUTING DATA 54 RS STORAGE ROUTING NSTPSITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION -1.00 INITIAL COMDmCN .00 WORKING R AND D COEFFICIENT 55 RC NORMAL DEPIH CHANNEL ANL .060 ANCH .080 AMR .060 RLNTH 2000. SEL .0125 LEFT CVERBMK N-VALUE MAIN CHANNEL N-VAUJE RIGHT OVERBANK N-VALUE REACH LEW3IH ENERGY SLOPE ELMAXc .0 MAX. ELEV. FCR STCRPGE/CUTELCW CHLCULfflTCN CROSS-SECTICN BOA 57 RY ELEVATION 390 56 RX DISTANCE 767 J_CiT i UVE.K1 .60 391 .50 767 .00 391 .90 789 I'JH. .10 378. .50 830 LM l^lnLUUEkLj .25 378 .30 864 *** -t- .00 387, .00 889. itL^m .50 388 .70 898 «_jvniKnHLm • .20 388 .60 905 .00 .60 COMPUTED STCSAGE-COTFLCW-ELEVATICN DATA S1CRA3E CUTFUCW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 378.00 16.65 2144.83 384.89 .92 27.50 378.69 19.04 2585.51 385.58 2.15 105.90 379.38 21.55 3071.54 386.27 3.51 224.67 380.07 24.20 3604.29 386.96 5.00 381.61 380.76 26.98 4198.11 387.65 6.62 576.39 381.45 30.11 4894.22 388.34 8.37 809.49 382.14 33.54 5669.83 389.03 10.25 1081.75 382.83 37.05 6516.29 389.72 12.25 1394.25 383.52 40.62 7429.93 390.41 14 1748 384 44, 8409, 391, .38 .19 .21 .31 .33 .10 58 KK BSNBC3 SOUTH OF SH 78 o 61 BA 60 EB 41 PI SUBBASIN RtNOFF DATA SUBBASIN CHARACTERISTICS TAREA 1.18 SUBBASIN AREA PRECTPriAnCN DMA STCRM 5.60 BASIN TOTAL PRECIPITATION c 62 LS INCREMENTAL PRECTPI'IATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS ICSS RATE STRTL .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION o CRVMBR RTfflP 91.00 CURVE tCMBER .00 PERCENT IMPERVIOUS AREA 63 UD SCS DIMENSICNLESS tNITCRAPH TLAG .22 IfC 459. 55. 1557. 32. 2166. 21. UNIT HYDRQGRAPH 15 END-OF-PERIOD ORDINATES 1919. 1255. 714. 437. 12. 5. 260.154.92. 64 KK BC2&BC3 COMBINE BASINS BC2 AND BC3 66 IE HYDRCGRAPH CXMBINAnCN ICCMP 2 NUMBER OF HYDROGRAPHS TO CCMBINE 67 KK RT8C4 ROUTE FROM BASIN BC3 1HROUM BASIN BC4 HXEROGRAPH ROJTOG DfiOA 69 RS 70 RC STOWGE ROUTING NSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STDR TYPE OF INTTIAL CONDITION -1.00 INITIAL CCNDrnCN .00 WCRKBG R flND D OOEFFICTENT DEPIH CHANNEL ANL .060 LEFT OVERBANK N-VALUE flKCH .060 MAIN CHANNEL N-VALUE ANR .060 RIC«r OVERBANK N-VAUJE RINTH 3580. REACH LEN3IH SEL .0072 ENERGY SLOPE EIMAX .0 MAX. ELEV. FOR SICRAGE/COTFLGW CWJCULKITCN 72 RY 71 RX ELEVATION DISTANCE CROSS-SECTKN DA3A — LEFT OVERBANK -— + MAIN CHANNEL + — RIOIT OVERBANK --- 370.79 370.63 372.10 352.86 353.22 374.70 375.75 384.24 473.00 500.10 505.80 546.10 582.30 654.90 664.50 688.10 CCMPcJTED STORAGE-OUTFICW-ELE^WriCN DATA O STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 352.86 108.33 12913.74 369.38 4.84 149.62 354.51 126.70 15846.69 371.03 11.43 549.30 356.16 149.80 19423.39 372.68 19.25 1173 .44 357.81 173.94 23742.63 374.33 28.29 2029.94 359.47 199.22 29043.83 375.98 38.57 3132.84 361.12 225.61 35036.98 377.63 50.06 4498.10 362.77 252.62 41571.65 379.29 62 6142 364 280. 48639. 380. .79 .27 .42 .26 .21 .94 76.74 8081.97 366.07 308.53 56234.87 382.59 91.92 10333.71 367.72 337.41 64355.75 384.24 o 73 KK BSNBC4 NEAR CONFLUENCE WITH A3UA HEDICNDA 76 BA 75 PB 41 PI SUBBASIN RUNOFF DATA SUBBASDJ CHARACTERISTICS TAREA .31 SUBBASIN AREA DATA STORM 5.50 BASIN 1ODVL PREdPITKnCN 77 IS 78 UD DCREMENffiL PRECIPnXTICN PA1TEKN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS ICSS RATE SIKH, OWNER RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DTMENSICNLESS UNTIGRAPH TLA3 .13 LA3 374.859.646.281. UNIT HYERQ3WPH 10 END-OF- PERIOD CRDINATES 131. 61. 28.13.6.2. C 79 KK BC3&BC4 * 81 HC CCMBINE BASINS BC3 AND BC4 HYERO3RAEH CCMBINA3TCN IOCMP 2 ICMBER CF HTCRCGRAPHS TO CCMBINE 82 KK 84 BA SUBBASIN RUNOFF DA1A SUBBASIN CHARACTERISTICS TAREA 2.83 SUBBASIN AREA PREaPHATTCN DATA 83 PB 41 PI SICRM 5.70 BASIN TOTAL PRECIPTTATICN o 85 INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 9CS DOSS RATE SIKH. CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .17 92.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTICN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 86 UD SCS DIM6NSICNLESS tNITGRAPH TLA3 .71 IfC 68.216.414.685. UNIT HYERDGRAPH 45 END-OF-PERICD CRDINATES 1034. 1381. 1635.1779.1813.1789. 1666. 1521. 1347. 1129. 909. 746. 621. 517. 441. 369. 309. 255. 215. 179. 149. 125. 103. 87. 72. 61. 51. 43. 35. 29. 25. 21. 18. 16. 13. 11. 8. 6. 4. 2. 0. 87 KK * DBISYC DETAIN AT SYCANCRE AVE HffiRCQRMH ROOTING DATA 89 RS STORAGE ROOTING NSTPS 1 NUMBER OF SUBREACHES ITYP SICR TYPE OF INITIAL CCNDITICN RSVRIC -i.oo INITIAL oaorncN X .00 WCKKIN3 R»DD aCEFFICTEOT 90 SV STORAGE .0 .3 1.6 7.1 26.4 91 SQ DISCHARGE 0. 622. 1521. 2091. 2578. 92 SE ELEVKT1CN 360.00 365.00 370.00 375.00 380.00 *** VffiRNDC *** MEIFIEO RI5 ROOTIN3 VKi BE NCWERICHLLY UKSERBLE FCR CUTFLOMB BEIWEEN 0. TO 1521. THE ROJIED HM3CGRAEH SCUU) BE EXSMINEO FCR CSCniAnOB CR OJTFLOtB O5EKIER THAN PEAK DJFIOWS. THIS CAN BE CERRECIED BY DECRERSDC 1HE TIME BUERVAL CR INCREASDC SICRAC4E (USE A LCNGER REACH.) 93 KK * BC&H1 CCMBINE BUENA CREEK BASBB AMD AHL 95 HC HYERCGRAffl CCMBINATICN ICXMP 2 NtMBER OF HYERD3RAEHS TO CCMBINE 96 KK * KDW2 o RCOIE BASIN ftO. WD BUENA. CREEK BASINS THROUCH BASIN AH2 HffiROSAEH RCXjrnC DATA 98 RS STORAGE ROOTHG NSTPS 1 NCMBER OF SUBREACHES TIYP STOR TYPE CF DJITISL CCNDITICN RSVRIC -1.00 INITIAL COEITICN X .00 WORKING R AND D COEFFICIENT 99 RC NCWKL EEPIH CHANNEL WL .060 LEFT CVERBANK N-VALUE ANCH .080 MAIN CHANNEL N-VAUJE ANR .060 RIGHT OVERBANK N-VALLIE RLNIH 8180. REACH LEN3IH SEL .0070 ENERGY SLOPE ELMAX .0 MAX. ELEV. FCR SIOWGE/CUIFLCW CALCULATION 101 RY 100 RX ELEVATION DISTANCE CROSS-SECnCN DATA --- LEFT OVERBANK + MAIN CHANNEL + RIGHT OVERBANK — 400.00 380.00 360.00 340.00 340.00 360.00 380.00 400.00 .00 100.00 200.00 300.00 600.00 800.00 900.00 1100.00 COMPUTED SIURAGE-OOTFLOW-ELEVATICN DAIA SICRA3E .00 191.95 411.99 660.12 936.34 1240.64 1573.04 1931.45 2309.11 2705.49 OUTFLOW .00 3267.83 10709.81 21775.29 36418.75 54716.53 76794.38 105870.10 140890.40 180561.80 ELEVATION 340.00 343.16 346.32 349.47 352.63 355.79 358.95 362.11 365.26 368.42 STORAGE 3120.60 3554.43 4006.99 4478.80 4976.62 5502.53 6056.53 6638.62 7248.80 7887.06 OUTFLOW 225026.40 274416.10 328859.30 388188.40 452578.60 522961.80 599560.30 682612.40 772357.90 869034.40 ELEVATION 371.58 374.74 377.89 381.05 384.21 387.37 390.53 393.68 396.84 400.00 102 KK AH3 SUBBASIN RtNOFF DATA 104 BA SUBBASIN CHARACTERISTICS TAREA .83 SUBBASIN AREA PRECIPITATION DAIA 103 PB 41 PI STORM 5.40 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 105 IS SCS 1CSS RATE STKIL . 17 INITIAL ABSTRACTION CRVNBR 92.00 CURVE NUMBER RTMP .00 PERCENT IMPERVIOUS AREA 106 UD SCS DIMENSICNLESS USITCRAPH TIA3 .23 LAG UNIT HYERCGRAPH 16 END-OF-PERICD ORDINATES 302. 43. 1035. 26. 1483. 16. 1347. 10. 925. 5. 528. 325. 195. 117. 1. 71. 107 KK * DEISHADO * W o DETAIN AT SHADCWRIDGE HYDRCGRAEH ROUTING DATA 109 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES rrep STCR TYPE CF DirriAL CONDITION RSVR1C -1.00 INITIAL COCrnCN X .00 VCRKBE R AM3 D CCEFFlCIENrr 110 SV STORAGE .0 1.1 6.3 15.2 21.8 111 SQ DISCHARGE 0. 191. 405. 547. 618. 112 SE ELEVKTICN 339.50 345.00 350.00 355.00 358.00 113 KK * RT3W2 ROUIE FROM BASIN AH3 THROUGH BASIN AH2 HYDROGRAPH ROUTDC DATA 115 RS SICRAGE ROOTING NSTPS 1 NUMBER OF SUBREACHES ITifP STCR TYPE OF INITIAL CONDTnCN RSVRIC -1.00 INITIAL CCNDITICN X .00 WCRKBG R AND D CCEFFiaEOT 116 RC N3WAL DEPIH CHANNEL ANL .060 LEFT CVERBANK N-VALUE ANCH .080 MAIN CHAMNEL N-VAUJE ANR .060 RIGHT CVERBANK N-VALUE RINIH 3000. REACH LENGIH SEL .0130 ENERGY SLOPE ELMAX .0 MAX. ELEV. FCR STCRAGE/OUTELCW GAICULATICN CRCSS-SECnON DA1A --- LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBBNK o 118 RY 117 RX ELEVATION DISTANCE 400.00 .00 380.00 80.00 340.00 250.00 320.00 450.00 320.00 500.00 340.00 600.00 380.00 700.00 400.00 750.00 COMPUTED SIORAGE-OUTFLCW-ELEVKriaN DKTA STORAGE .00 23.66 65.63 125.91 204.51 301.11 408.79 524.71 648.86 781.26 OUTFLOW .00 1523.60 6202.65 14974.85 28744.31 49640.93 81062.81 119570.60 165425.70 218887.60 ELEVATION 320.00 324.21 328.42 332.63 336.84 341.05 345.26 349.47 353.68 357.89 STORAGE 921.91 1070.79 1227.91 1393.28 1566.89 1748.65 1938.36 2136.01 2341.59 2555.11 OUTFLOW 280221.90 349698.40 427589.70 514169.00 609709.30 714670.80 829136.30 953284.401087363.001231619.00 ELEVATION 362.11 366.32 370.53 374.74 378.95 383.16 387.37 391.58 395.79 400.00 *** WVRNING *** MODIFIED PULS ROUTOG MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 49641. TO 1231619. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FOR CSCTLLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS Cm BE CORRECTED BY DECREASIN3 THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REBCH.) 119 KK AH2 SUBBASIN RUNOFF DKTA 121 BA SUBBASIN CHARACTERISTICS TAREA 1.41 SUBBASIN AREA PRECIPITATION LVOR 120 PB 41 PI STORM 5.40 BASIN TOTAL PRECIPITATION 122 INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS ROTE SIKTL CRVNBR .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER RTIMP . 00 PERCENT IMPERVIOUS AREA 123 UD SCS DIMENSIONLESS LNITGRAPH TUG .36 LBG 186. 301. 11. 584. 213. 7. 1210. 151. 3. INIT HYDRCGRAPH 23 END-OF-PERIOD ORDTNATES 1634. 1706. 1525. 1222. 107. 76. 54. 39. 829. 27. 580. 19. 420. 15. 124 KK * AH1-3&BC * COMBINE EUENA CREEK BASINS AND AKL AND AH3 WITH AH2 126 HC HYDRCQRAPH COMBTNATTCN ICCMP 3 NLMBER OF HYDRCGRAPHS TO COMBINE o 127 KK AH2-AH7 * ROUTE AH2 THRCO3H fK7 HVERCGRAPH RCUITO3 EKEA 129 RS SICRflGE NSTPSmp RSVRIC 1 SIOR -1.00 NIMHER OF SUHREKHES TYPE OF INITIAL CONDITION INITTAL CCNDmON . 00 VOJKING R fflJD D COEFFICIENT 130 RC N3OTVL DEPTH OffiMffiL SNCH ANR RIWIH SEL EIMRX .080 .080 .080 7660. .0230 .0 LEFT OVERBSNK N-VHLUE MAIN CHANNEL N-VWJJE RIGHT OVERBANK N-VALUE REACH LEN3IH ENERGY SLCFE MAX. ELBV. FOR STORAGE/OUTFLCW CAIOIAnON 132 RY 131 RX ELEVATION DISTANCE CROSS-SECTION DATA — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK --- 400.00 340.00 300.00 280.00 280.00 300.00 340.00 400.00 .00 150.00 300.00 350.00 400.00 470.00 520.00 680.00 COMPUTED SIDRME-OUTELCW-ELEVATION DATA STORA3E .00 76.57 195.24 355.99 556.39 791.96 1062.60 1368.32 1709.10 2084.96 OUTFLOW .00 3518.76 13103.46 29819.70 59316.38 99749.75 151134.30 214231.70 289782.20 378511.20 EIEVATION 280.00 286.32 292.63 298.95 305.26 311.58 317.89 324.21 330.53 336.84 STORAGE 2496.04 2943.22 3426.63 3946.29 4502.19 5094.33 5722.72 6387.34 7088.21 7825.31 OUTFLOW 481468.90 599723.30 733622.30 883788.401050880.001235563.001438505.001660364.001901792.002163432.00 ELEVATION 343.16 349.47 355.79 362.11 368.42 374.74 381.05 387.37 393.68 400.00 *** WRRNTNG *** MCDIFIED PULS ROUTING MAY BE NUMERICALLY INSIKBLE FCR OUTFLOWS HEIWEEN 883788. TO 2163432. THE ROUTED HYERCGRAPH SHOULD BE EXAMINED FCR OSCHLKTTCNS CR OUIFLOWS GREATER 1HRN PEAK INFLOWS. THIS CSN BE CORRECTED BY DECREASING THE TIME INTERVAL CR DJCREfiSINS STCRME (USE A LONGER REACH.) 133 KK 135 BA SUEBASDJ KCNOFF DATA SUBBASIN CHARACTERISTICS TAREA .70 SUBBASIN AREA PRECIPITffllON DATA 134 PB 41 PI STCRM 5.40 BASIN TOTAL PRECIPTIKnCN c 136 LS 137 U3 INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LC6S RATE S1KIL CRVNBR RUMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DMNSICNLESS UNTK3RAPH TIA3 .17 IfC 473. 12. 1442. 5. 1505. o 965. UNIT HYDRCGRAPH 12 END-OF-PERICD CRDINATES 484. 262. 139.73.39.21. o 138 KK AH4-AH5 ROUTE AH4 THROUGH PBS HYDRCGRAPH ROUinG DATA 140 RS STORAGE ROUTING NSTPS TIYP RSVRIC X 1 NCMBER CF SUBREACHES STCR TYPE CF INITIAL CCNDTTICN -i.oo INITIAL CONDTTICN .00 WORKING R AND D COEFFICIENT 141 RC NORMAL DEPTH CHANNEL ANL ANCH AMR RIMH SEL ELMAX .060 .080 .060 4900. .0160 .0 LEFT OVERBANK N-VALLE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LEN3TH ENERGY SLOPE MAX. ELEV. FCR STORAGE/OUTFLOW CALCOATICN 143 RY 142 RX ELEVATION DISTANCE CROSS-SECnCN DMA --- LEFT OVERBANK — + MAIN CHANNEL — 440.00 420.00 380.00 360.00 360.00 .00 50.00 100.00 220.00 300.00 — + --- RIGHT OVERBANK — 380.00 400.00 440.00 450.00 600.00 700.00 O CCMEUTED SIORS3E-OUTFLOW-ELEVATICN DKTA STORAGE .00 51.35 129.63 234.82 366.95 525.69 704.55 900.86 1114.62 1345.83 OUTFICW .00 2393.89 8875.69 20113.04 36913.16 61519.04 97873.45 142439.50 195760.30 258332.00 ELEVATICN 360.00 364.21 368.42 372.63 376.84 381.05 385.26 389.47 393.68 397.89 SICRAGE 1593.25 1849.39 2113.00 2384.10 2662.67 2949.43 3246.07 3552.69 3869.28 4195.84 OUTELJ3W 331558.70 415288.70 508306.80 610502.00 721823.40 841699.90 970995.001110061.001259029.001418048.00 ELEVATICN 402.11 406.32 410.53 414.74 418.95 423.16 427.37 431.58 435.79 440.00 *** WVRNM3 *** MODIFIED H1LS RCUTOG MAY BE NUMERICALLY LMSffiBLE FCR OUTFLOWS BETWEEN 258332. TO 1418048. THE ROOTED HYERCGRAHJ SHOULD BE EXAMINED FOR CSdLLATICNS OR CUrFKJS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY EECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A 1CNGER REACH.) 144 KK AH5 146 BA SUBBASIN RLN3FF DATA SUBBASIN CHARACTERISTICS TAREA .74 SUBBASTN AREA PRECIPITAnCN DATA 145 PB 41 PI STORM 5.30 BASIN TOffiL PREdPnATICN INCREMENTAL PRECIPITATION PATTERN .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 .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 147 IS SCS UBS RATE STRTL OWNER KTIMP .17 BUTIfiL, ABSTRflCTICN 92.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 148 UD SCS MMENSICNLESS USTTGRftPH TIA3 .21 IPG 317. 29. 1062. 17. 1411. 11. 1200. 6. UNIT HYERCCRAEH 15 END-OF-PERIOD ORDBKIES 731. 416. 250. 1. 145.84.50. 149 KK COMBINE * 150 HC 5KDRCQWEH OMBBKTICN I03MP 2 NUMBER OF HXERQGRAEHS TO COMBINE 151 KK * DEIMELRO *SE DETAIN AT MELRCSE WITH RECTANGULAR 5.6'W3DE BY 4 "TALL CRIFICE AT EXISTING CULVERT SEE ENVELOPE BATED 1-14-04 IN JOB FILE 13182-D FOR BM30JP HYERCGRAEH ROUTDC DATA o 155 RS ROUTING NSTPSrnrp RSVRIC 1 NUMBER CF SUBRESCHES STOR TYPE OF BinTAL CONDTTICN -1.00 INTTIfiL CONDTTICN .00 WORKING R flC D COEFFICIENT o 156 SV 158 SQ STORAGE DISCHARGE .0 .0 33.4 45.8 0. 458. 55. 482. .2 52.6 153. 494. .5 216. 1.1 264. 2.3 305. 4.6 341. 8.7 14.8 374.404. 23.0 431. 160 SE ELEVATION 308.00 310.00 312.00 314.00 316.00 318.00 320.00 322.00 324.00 326.00 328.00 330.00 331.00 *** WARNING *** MODIFIED HJLS RCUTDG MAY BE NUMERICALLY UJSTAELE FOR OUTFLOWS BETWEEN 0. TO 153. THE ROUTED HVDROGRMH SHOULD BE EXAMINED FOR OSdLlAnCNS CR OUTFLOWS GREATER THAN PEAK INFLOHS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING SICRAGE (USE A LONGER REACH.) 162 KK AH5-AH6 * HYERCGRAPH ROUTING DATA 163 RS SICRAGE ROUTING 1TYP RSVRIC X 1 NLMBER OF SUBREACHES STCR TYPE OF INnTAL CONDITION -1.00 INITIAL OONDmON .00 KCRKING R AND D COEFFICIENT 164 RC ANL ANR RLNTH SEL CHANNEL .080 .080 .080 5000. .0020 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LEM3IH ENERGY SLOPE MAX. ELEV. FOR SICRAGE/OUTELCW CALCULKnCN 166 RY 165 RX ELEVATION DISTANCE CRC6S-SECTTCN DATA --- LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT CVERBANK — 320.00 300.00 280.00 260.00 260.00 280.00 300.00 320.00 .00 120.00 150.00 300.00 420.00 550.00 650.00 750.00 STORAGE OUTFLOW ELEVATION .00 .00 260.00 51.51 729.28 263.16 COMPUTED STORAGE-OUTFLCW-ELEVAnON DATA 119.05 2510.62 266.32 202.61 5354.12 269.47 302.19 9357.78 272.63 417.80 14631.98 275.79 549.44 21288.31 278.95 695.19 30619.31 282.11 848.86 1009.98 42136.63 55269.51 285.26 288.42 SICRAGE 1178.53 1354.52 1537.95 1729.11 1931.72 2146.91 2374.70 2615.08 2868.05 3133.61 OUTFLOW 70027.03 86421.19 104467.00 124111.10 145445.90 168696.50 193914.10 221163.70 250513.00 282029.60 ELEVATION 291.58 294.74 297.89 301.05 304.21 307.37 310.53 313.68 316.84 320.00 167 KK AH6 O SUBBASIN KLNDFF DATA o 169 BA 168 PB 41 PI SUBBASIN CHARACTERISTICS TKREA . 91 SUBBASIN AREA 170 IB PRECIPITATION STORM INCREMENTAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP DKTA 5.20 BASIN TOffiL PR! PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .15 93.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABS] ,00 .00 .00 ,00 .00 .00 .00 ,00 ,00 .00 ,01 ,01 ,01 .00 ,00 ,00 .00 ,00 .00 ,00 ,00 00 ,00 ,00 ,00 00 ,00 ,00 00 ,00 1WC CURVE MUMBER PERCENT IMPESRV: .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 171 UD SCS DIMENSICNLESS UNITCRAEH TLA3 .26 IfC 248. 75. 838. 48. 1387. 31. 1439. 20. UNIT HYDRCGRAEH 18 END-OF-PERIOD ORDBKTES 1156. 726. 453. 13. 8. 4. 295. 0. 187.119. 172 KK * COMBINE * 173 HC ICCMP 2 NUMBER OF HXERQGRAPHS TO COJBINE o 174 KK * DE1NKARA * DAY DETAIN AT PROPOSED FARADAY CRCSSKE 5x5 RCB SEE ENVELOPE DATED 1-13-04 IN JOB FILE 13182-D PCR BACKUP HYDRCGRAPH ROUTING DATA 177 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES nYP STCR TYPE OF INITIAL CONDITION RSVRIC -1.00 INITIAL CONDITION X . 00 WORKING R AND D COEFFICIENT 178 SA AREA .0 7.1 .2 .4 .9 1.3 1.8 3.1 4.3 5.4 6.2 180 SE ELEVATION 221.84 224.00 226.00 228.00 230.00 232.00 234.00 236.00 238.00 240.00 242.00 182 SQ 183 SE DISCHARGE 0. 100. 200. 300. 400. 500. 600. 683. 700. ELEVATION 221.84 225.91 228.46 231.55 231.90 234.72 238.56 244.16 245.43 COMPUTED STORAGE-ELEVATION DATA STORAGE ELEVATION .00 221.84 .14 224.00 .75 226.00 2.08 228.00 4.31 230.00 7.39 232.00 12.19 234.00 19.55 236.00 29.19 238.00 40.74 240.00 STORAGE ELEVATION 54.02 242.00 O COMPUTED STORAGE-OUrFLOW-ELEVATICN DATA STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 221.84 12.19 474.47 234.00 .14 53.07 224.00 14.56 500 . 00 234.72 .72 100.00 225.91 19.55 533.33 236.00 .75 103.53 226.00 29.19 585.42 238.00 2.08 181.96 228.00 32.25 600.00 238.56 2.52 200.00 228.46 40.74 621.21 240.00 4.31 249.84 230.00 54.02 650.68 242.00 6.62 300.00 231.55 70.43 682.50 244.16 7.21 400.00 231.90 81.14 700.00 245.43 7.39 403.55 232.00 WARNING *** MODIFIED POLS ROUTING MAY BE NUMERICALLY LNSTABLE FOR OUTFLOWS BBIWEEN 0. TO 53. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREKTER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASIN3 THE TIME INTERVAL OR INCREASIN3 STORAGE (USE A LONGER REACH.) 184 KK AH6-7 * ROUTE AH6 THROUGH AH7 HYDRCGRAPH ROUTDC DATA 186 RS STORAGE ROUITN3 NSTPS TTYP RSVRIC X 1 NUMBER CF SUBREACHES STOR TYPE OF INITIAL OCNDTTICN -1.00 INITIAL CONDITION .00 KCRKJN3 R AND D COEFFICIENT 187 RC O NORMAL DEPTH OMNEL ANL .080 ANCH .080 ANR .080 RLNTH 2800. LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LENGTH SEL ELMAX .0200 .0 ENERGY SLOPE MAX. ELEV. PCR STORAGE/OUTFLOW CALCULATION 189 RY 188 RX ELEVATION DISTANCE CRoss-SEcncN — LEFT OVERBANK — + MAIN CHANNEL + — RIGHT OVERBANK --- 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 COMPUTED SICRflGE-CUTFLCW-ELEVKnCN DAIA STORAGE .00 28.69 66.02 112.02 166.66 229.96 301.92 381.74 466.89 557.16 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVKTICN 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 STORAGE 652.57 753.10 858.76 969.44 1083.76 1201.27 1322.00 1445.93 1573.06 1703.40 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVKTICN 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 WOTONG *** MODIFIED FULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYEROGRAPH SK3ULD BE EXAMINED FOR GSCILLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 190 KK AH8 192 BA SUBBASDJ RLNCFFDATA SUBBASIN CHARACTERISTICS TAREA .31 SUflBASIN AREA. PRECIPITATION DATA 191 PB 41 PI STORM 5.00 BASIN TOTAL PRECLPrTATICN o INCREMENTAL PRBCIPITATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 193 IS SCS UBS ROTE fa'lKIL CRVNBR RTIMP . 17 INITIAL ABSTRACTION 92.00 CURVE NUMBER .00 PERCENT IMPERVIOUS AREA 194 UD SCS DBYBGIONLESS UNITGRAPH HAG .10 IA3 679.1005.441.171. UNIT HYDROGRAPH 8 END-OF-PERIOD ORDINATES 65. 25. 10. 195 KK AH8-7 * ROUTE AH8 THROUGH AH7 HYDRCGRAPH ROUTING DOTA 197 RS STORAGE ROUTING MSTPS ITYP RSVRIC X 1 NUMBER OF SUBREACHES STOR TiPE OF INTTIAL CONDmON -i.oo INITIAL CONDTITCN . 00 WORKBG R AND D COEFFICIENT 198 RC NORMAL DEPIH CHANNEL AML ANCH ANR RLNTH SEL ELMAX .080 .080 .080 3260. .0200 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT CVERBANK N-VALUE REACH LEM3IH ENERGY SLOPE MAX. ELEtf. FOR SICRAGE/OUTFLOW CALCULATICN 200 RY 199 RX ELEVATION DISTANCE CROSS-SECTION DATA -— LEFT CVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBMJK - — 220.00 200.00 180.00 160.00 160.00 180.00 200.00 220.00 .00 50.00 110.00 230.00 350.00 500.00 600.00 650.00 COMPUTED SIDRAGE-COTFLCW-ELEVATICN DATA STORAGE .00 33.40 76.87 130.42 194.04 267.74 351.52 444.45 543.59 648.70 OUTFLOW .00 2299.42 7891.03 16780.67 29257.12 45651.14 66299.02 95186.98 130903.20 171783.80 ELEVATION 160.00 163.16 166.32 169.47 172.63 175.79 178.95 182.11 185.26 188.42 SICRAGE 759.78 876.82 999.84 1128.71 1261.80 1398.63 1539.18 1683.47 1831.49 1983.24 OUTFLOW 217929.20 269439.80 326419.40 389202.90 457972.20 532197.10 611867.00 696986.30 787569.60 883639.80 ELEVATION 191.58 194.74 197.89 201.05 204.21 207.37 210.53 213.68 216.84 220.00 *** VBRNIN3 *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 66299. TO 883640. THE ROUTED HYDRCGRAPH SHOULD BE EXAMINED FOR OSCILUaTONS OR CUTFLCVG GREATER THAN PEAK INFLOVB. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) o 201 KK AH7 o 203 BA SUBBASIN RtNDFF DA3A SUBBASDJ OffiRACTERISTICS TBREA 1.12 SUBBASIN AREA PRECIPITATION DATA 202 PB 41 PI STORM 5.20 BASIN TOTAL, PRECIPITATTCN 204 IS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE SIRIL CRVNBR RTTMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 82.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACITCN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA 205 ID SCS DIMEKBICNLESS UNITGRAPH T1A3 .42 LAG HOT HYDROGRAPH 27 END-OF-PERICD ORDINATES 101. 308. 643. 989. 1160. 1161. 1037. 336. 257. 191. 142. 106. 79. 58. 18. 14. 11. 8. 6. 4. 1. 862. 44. 627. 33. 453. 24. 206 KK COMBINE COMBINE BASINS AH7 WITH AH6 AND AH8 O 208 HC HYERCGRAPH CCWBINATTCN ICCMP 4 NtMBER OF HYDRCGRAPHS TO CCMBINE o 209 KK AH7-AH9 ROUIH AH7 THROUGH AH9 HYDROGRAPH ROUTING DATA 211 RS 212 RC STORAGE ROUTING NSTPS rnrp RSVRIC X 1 NLMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION -1.00 INITIAL OONDTnON .00 WORKING R AND D COEFFICIENT NORMAL DEPTH CHANNEL ANL .080 LEFT CVERBANK N-VALUE ANCH .080 MAIN CHANNEL N-VALUE ANR .080 RIGHT CVERBANK N-VALUE RLNTH 5260. REACH LENGIH SEL .0070 ENERGY SLOPE ELMAX .0 MAX. ELEV. FCR STORAGE/OUTFLOW CALCULfflTCN 214 RY 213 RX ELEVATION DISTANCE CROSS-SECTION DATA --- LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK — 200.00 180.00 140.00 100.00 100.00 140.00 180.00 200.00 .00 80.00 200.00 250.00 650.00 950.00 1200.00 1300.00 COMPUTED STORAGE-CUTFKW-ELEVATICN DATA STORAGE .00 268.85 566.97 894.36 1251.02 1636.94 2052.13 2496.59 2970.46 3474.96 OUTFLOW .00 10100.04 32719.43 65746.57 108697.60 161506.20 224288.20 297253.90 386553.00 496341.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 STORAGE 4010.40 4576.79 5174.11 5802.38 6461.59 7151.73 7872.56 8623.50 9404.54 10215.70 OUTFLOW 618736.80 754203.80 903144.601065937.001242949.001434537.001641278.001863359.002101031.002354605.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 KBRNM3 *** MODIFIED PUL£ ROUTING MAY BE NUMERICALLY INSIABLE FOR OUTFLOWS BETWEEN 1641278. TO 2354605. THE ROUTED HYER03RAEH SHOULD BE EXAMINED FCR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) 215 KK AH9 217 BA 216 PB 41 PI SUBBASIN RLNDFF DATA SUBBASIN CHARACTERISTICS TAREA 1.00 SUBBASIN AREA PRECIPITATION DATA SIOKM 5.00 BASIN TOTAL PRECIPITATION INCREMENIAL PRECIPITATION PATTERN .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 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 218 l£ 219 UD INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DmENSIONI£SS tWTIGRAFH TIA3 .31 IA3 o 187. 142. 603. 96. 1164. 65. 1382. 44. UNIT HYDROGRAEH 20 EN3-OF-PERIOD ORDTNATES 1295. 1035. 676. 30. 20. 14. 450. 10. 312. 6. 208. 3. 220 KK * CCMBINE * 221 HC COMBINATION ICCMP 2 NUMBER OF HW3RCGRMHS TO CCMBINE 222 KK AH9-10 * * ROUTE AH9 THRdEH AKLO (MEIFIED TOLS) mDROGRAPH RCUrDG DKTA 224 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREZOES o 225 SV 226 SQ nvp RSVRIC X STORAGE DISCHARGE SICR TtPE OF rNTTIAL CGNDTnCN-i.oo INITIAL CCNDTTICN .00 WORKDC R AND D COEFTTCIEWr 4.5 7.5 500. 1000. 12.8 2000. 35.0 4000. 60.0 6000. 88.1 101.9 8000. 9000. 227 KK AH10 229 BA 228 FB 41 PI SUBBASIN RUNOFF DKTA SUBBASIN CHARACIHUSnCS TAREA .66 SUBBASIN AREA nam STCRM 4.80 BASIN TOTAL PREaPITATICN 230 IS 231 UD INCREMENTAL PRECIPITATION PATllKrt .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS ICES RATE STRTL OWNER RTM? .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .25 89.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTION .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIYENSIONLESS UNITQWPH TIA3 .17 LAG 441.1346.1417.918. UNIT HTORQ3RAPH 12 END-OF-PERICD CRDINATES 461. 251. 133.70.38.20. 12. 5. o 232 KK * OCMBINE * 233 HC HYDRCGRAPH COMBINATION ICCMP 2 NUMBER OP HYDRCGRAPHS TO COMBINE 234 KK * AKLO-RCA ROUTE AH10 THROUGH RCA HYDRCGRAPH ROUTING DATA 236 RS STORAGE ROUTIN3 NSTPS 1 NUMBER OF SUBRESCHES nYP STOR TYPE OF INITIAL CONDrTICN RSVRIC -1.00 INITIAL CCNDnTCN X .00 WORKING R AND D COEFFICIENT 237 RC NORMAL DEPIH CHANNEL WL .030 LE3FT OVERBWK N-VALOE MOI .030 MAIN OffNNEL N-VKLUE flNR .030 RICHT OVERBANK N-VftLUE RIMH 2780. REACH LEICIH SEL .0070 ENERGY SI£EE EIMAX .0 MAX. ELEV. PCR SICRAGE/OUTFLCW CRDSS-SECTICN DAIA — LEFT OVERBANK — + MAIN CHANNEL + --- RIGHT OVERBANK --- 239 RY ELEVATION 50.00 48.00 46.00 42.00 42.00 44.00 46.00 48.00 238 RX DISTANCE .00 10.00 26.00 35.00 52.00 95.00 100.00 120.00 COMRJTED SIDRAGE-CUrFLCW-ELEVATICN DAIA SICRflGE .00 .59 1.45 2.58 3.98 5.64 7.41 9.24 11.12 13.05 CUTFUOW .00 18.82 68.05 151.26 273.54 449.02 698.27 991.82 1327.95 1705.44 ELEVKITON 42.00 42.42 42.84 43.26 43.68 44.11 44.53 44.95 45.37 45.79 SICRAGE 15.06 17.25 19.65 22.25 25.05 28.02 31.04 34.13 37.27 40.46 OUTFLOW 2130.48 2611.57 3146.47 3738.45 4390.81 5123.39 5923.25 6783.23 7702.43 8680.24 ELEVATION 46.21 46.63 47.05 47.47 47.89 48.32 48.74 49.16 49.58 50.00 *** VTORNBG *** MODIFIED HILS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 6783. TO 8680. THE ROUTED HYDRCGRAEH SHDULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LCN3ER REACH.) O o 240 KK * RCA * SUBBASIN RUNOFF DATA 242 BA SUBBASIN CHARACTERISTICS TAREA . 11 SUBBASIN AREA PRECIPITATION DATA 241 PB 41 PI STCKM 5.00 BASIN TOTAL PRECIPITATION 243 LS INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS DOSS RATE STRTL OWNER RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .35 85.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA 244 UD SCS DMENBICNLESS UNITGRAPH TLAG .07 LAG 398.323.93.27. UNIT HYDRCGRAPH 6 END-OF-PERICD CRDINATES 8. 3. 245 KK AGUA HEDICNDA TOTAL DISCHARGE CCMBINE AH10 AND RCA 247 HC HYDROGRAPH CCMBINAnCN ICCMP 2 NUMBER OF HYERCGRAEHS TO CCMBINE 248 KK BASNl FKW CONIY CF SMd DIB30 CALCS 250 IN TIME DAXA FCR INPUT TIME SERIES JXMIN 30 TIME INTERVAL IN MINUTES JXDKTE 1 0 STMOING DA1E 0 S'IMil'ING TIME SUBBASIN RLNCFF DMA 257 BA SUBBASIN CHARACTERISTICS TAREA . 87 SUBBASIN AREA PRECIPITAnCM DA1A 251 PB 252 PI SICRM 5.50 BASIN TOTAL PRECIPITATION o 258 LS INCREMENTAL PRECIPITATICN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS D3SS RATE STRTL CRVNBR KITMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .22 90.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 fBSTRfCTKX .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 J .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CURVE NtMBER PERCENT IMPERVIOUS AREA 259 UD SCS DIMENSICNLESS UOTGRAPH TLBG .41 LX3 UNIT HYERCGRAPH 27 END-OF-PERIOD ORDINATES 83. 255. 535. 805. 925. 918. 805. 249. 188. 136. 102. 75. 56. 41. 12. 9. 7. 5. 4. 2. 0. 653. 31. 462. 23. 336, 17. o 260 KK * CCDEIMEL ROSE DETAIN NEARN. MELRQSE HYDRCGRAPH ROUTING DATA 262 RS STORAGE ROUTING NSTPS ITYP RSVRIC X 1 NIMBER OF SUBREACHES STCR TYPE CF INITIAL CCNDITICN -1.00 INITIAL OCHDrnCN .00 WORKING R AND D COEFFICIENT 263 SV 264 SQ 265 SE STORAGE DISCHARGE ELEVATION .0 0. 326.95 .3 454. 335.00 1.1 689. 338.00 3.4 770. 340.00 21.5 963. 345.00 *** WARNBG *** MDIFIEO HJLS ROOTING MAT BE NUMERICALLY UNSTABLE FCR CUTFLCWS BETWEEN 0. TO 454. THE ROOTED HYDROGRAPH SHOULD BE EXAMINED FCR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL CR INCREASING STORAGE (USE A LONGER REACH.) O 266 KK C1-C2 * ROUTE Cl THROUGH C2 HYDROGRAPH ROUIHG DATA 268 RS STORAGE ROUTING N?IPS ITYP RSVRIC X 1 NLMBER CF SUBREACHES STOR TYPE CF INITIAL CCNDITTCN -1.00 INITIAL CONDITION .00 VCRKIN3 R AM) D OTEFFIdENT 269 RC NCWRL DEETH O)W»JEL ANL AN31 AMR RINTH SEL E1MAX .060 .080 .060 18380. .0140 .0 LEFT OVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT OVERBANK N-VALUE REACH LHGIH ENERGY SLOPE MAX. ELEV. FOR STORAGE/OUIFLOH CALCULATTCN 271 RY 270 RX ELEVATION DISTANCE CROSS-SECnCN DATA — LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK — 300.00 280.00 260.00 240.00 240.00 260.00 280.00 300.00 .00 80.00 300.00 600.00 650.00 1000.00 1350.00 1700.00 COMPUTED SIORAGE-OUTFIJCW-ELEVATION QKTA STORAGE .00 135.00 406.75 815.26 1360.52 2042.53 2861.30 3813.07 4885.71 6078.27 OUTFLOW .00 1153.86 5146.52 13089.18 25976.30 44711.89 70134.98 108385.70 158375.70 218660.80 ELEVATICN 240.00 243.16 246.32 249.47 252.63 255.79 258.95 262.11 265.26 268.42 STORAGE 7390.74 8823.15 10375.47 12046.08 13813.70 15671.79 17620.34 19659.36 21788.86 24008.81 OUTFLOW 290153.10 373681.00 470025.30 580577.20 706398.30 846456.201001097.001170690.001355616.001556263.00 ELEVATION 271.58 274.74 277.89 281.05 284.21 287.37 290.53o 293.68 296.84 300.00 272 KK C2 SUBBASIN RLNQFF DKTA 274 BA SUBBASIN CHARACTERISTICS TAREA 2.72 SUBBASIN AREA PRECTPrTATICN DATA 273 PB 252 PI STCFM 5.30 BASIN TOTAL PRECIPimnCN 275 LS 276 UO INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 91.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NLMBER PERCENT IMPERVIOUS AREA SCS DIMENSICMLESS UOTGRAPH TLAG .48 LAG 181. 1058. 79. 1. UNIT HYEROQWPH 31 END-OF-PERICD CRDINATES 538. 1100. 1820. 2339. 2509, 2466. 2205. 1870. 1418. 810. 635. 494. 373. 292. 226. 173. 132. 102. 62. 47. 36. 28. 23. 18. 13. 9. 5. C 277 KK COMBINE * 278 HC HYDROGRAPH CEMBINATICN ICEMP 2 NLMBER OP HYDRCGRAPHS TO COMBINE o * * 279 KK * DEICKLA * * * DETAIN AT CALVERA IAKE BEFORE DPM IMPROVEMENTS HYDRCGRAPH ROOTING DATA 282 RS STORAGE RCUITN3 NSTPS 1 TTYP ELEV RSVRIC 209.00 X .00 283 SA AREA 284 SE ELEVATION 285 SS SPILLWAY OREL SPWTD CCQW EXPW 21.0 208.00 216, 150, 2, 1 .50 .00 .64 .50 NUMBER OF SUBREACHES TYPE OF INITIAL CONDITION INITIAL CONDrnCN WORKING R AM) D COEFFICIENT 24.0 210.00 27.0 212.00 30.0 214.00 33.0 35.0 38.0 39.5 41.0 43.0 216.00 217.00 218.00 219.00 220.00 221.00 SPILLWAY CREST ELEVATION SPILLWAY WIDTH WETR COEFFICIENT EXPONENT OF HERD + ** COMPUTED STORAGE-ELEVATICN DATA STORAGE .00 ELEVATION 208.00 44.97 210.00 95.94 212.00 152.91 214.00 215.89 216.00 249.88 286.37 325.12 365.37 407.36 217.00 218.00 219.00 220.00 221.00 COMPUTED CUTFLCW-ELEVAnCN DATA OUTFLOW .00 ELEVATION 208.00 OUTFLOW 472.52 ELEVATION 217.63 216. 648. 217. ,00 ,50 18 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 81.03 140.01 222.33 331.87 216.72 216.85 217.00 217.18 217.39 1778.62 2187.61 2654.95 3184.51 3780.19 219.22 219.63 220.06 220.51 221.00 COMPUTED SIORAGE-CUTFLCW-ELEVATICN DATA STORAGE .00 OUTFLOW .00 ELEVATION 208.00 STORAGE 244.56 OUTFLOW 81.03 ELEVATION 216.85 STORAGE 325.12 OUTFLOW 1565.33 44. 210. 249. 140. 217. 333. 1778. 97 00 00 88 01 00 93 62 95.94 .00 212.00 256.25 222.33 217.18 350.10 2187.61 152.91 .00 214.00 263.72 331.87 217.39 365.37 2592.97 215.89 .00 216.00 272.34 472.52 217.63 367.65 2654.95 232.63 233.11 234.53 236.90 240.24 .00 .65 5.19 17.50 41.49 216.50 216.51 216.56 216.63 216.72 282.17 286.37 293.26 305.56 319.10 648.18 727.50 862.73 1120.06 1424.06 217.89 218.00 218.18 218.50 218.85 386.70 407.36 3184.51 3780.19 ELEVATICN 219.00 219.22 219.63 220.00 220.06 220.51 221.00c- 286 KK C2-C3 * ROUTE C2 THROUGH C3 HYDRCGRAPH ROUTOG DATA 288 RS STORAGE ROUITN3 NSTPS TTYP RSVRIC X 1 NUMBER OF SUBREACHES SICR TYPE CF INITIAL CCNDTnCN -1.00 BUTIAL CONDITICN .00 WCRKIN3 R AND D COEFFICIENT 289 RC NORMAL DEPIH CHAtWEL ANL ANCH ANR RLOTH SEL ELMAX .050 .060 .050 5620. .0210 .0 LEFT CVERBANK N-VALUE MAIN CHANNEL N-VALUE RIGHT CVERBANK N-VALUE REACH LENGTH ENERGY SLOPE MAX. ELEV. FCR SIOWGE/CUTflCW CRLCULKnCN 291 RY 290 RX ELEVAHCN DISTANCE CROSS-SECnCN -— LEFT CVERBANK --- + MAIN CHANNEL + — RIGHT CVERBANK — 200.00 160.00 120.00 100.00 100.00 120.00 140.00 160.00 .00 200.00 250.00 300.00 800.00 900.00 1100.00 1400.00 COMPUTED SIDRACHE-COTELCW-ELEVATICN DATA SICRAGE .00 352.92 732.65 1139.18 1572.78 2042.30 2552.03 3101.96 3693.53 4339.95 OUTFLOW .00 28999.61 93310.91 186085.70 307588.40 466632.80 656751.60 879534.701135227.001426614.00 ELEVATION 100.00 105.26 110.53 115.79 121.05 126.32 131.58 136.84 142.11 147.37 SICRAGE 5044.46 5807.04 6620.45 7454.95 8307.33 9177.57 10065.68 10971.66 11895.51 12837.23 OUTFLOW 1758591.002133645.002568418.003060373.003598547.004181839.004809623.005481520.006197308.006956868.00 ELEVATION 152.63 157.89 163.16 168.42 173.68 178.95 184.21 189.47 194.74 200.00 WVRNBG *** MCDIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FCR CUTFLOWS BETWEEN 307588. TO 6956868. THE ROUTED HYERCGRAPH SfCULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASM3 STORAGE (USE A LCNGER REACH.) 292 KK C3 * AREA ADJUSTED TO INCLUDE CAIAVERA HILLS ii (+0.03 92- MI.) SUBBASIN RLNDFF DATA 295 BA SUBBASIN CHARACTERISTICS TAREA .88 SUBBASIN AREA e 294 PB 252 PI PRECIPrTATTCN DATA STORM 5.10 BASIN TOTAL PRECIPITATION INCREMENTAL PRECIPrTAnCN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 296 IS INITIAL ABSTRACTION ORVE UMBER PERCENT IMPERVIOUS AREA 297 UDo 9CS DIMEieiCNLESS UMTIGRAEH TUG .20 IfG 425. 27. 1401. 17. 1749. 10. 1405. 3. LNTT HHMXSAPH 14 EJC-OF-PERIOD ORDINATES 786. 452. 257.149.85.48. 298 KK OCMBIME 299 HYERCGRAEH CCMBINAnCN IOCMP 2 NUMBER OF HMDOOWPHS TO COMBINE 300 KK DEINBJB c EEBON AT DO/MSTREAM EH5 OF BASIN C3 AKA BASIN HUB FLOW-TOT BASIN EXISTING BASIN WITH 10'X7' BOX & 72" RCP HMMISAPH ROUTING ZfSA o 303 RS 304 SV STORAGE .0 .0 .0 .1 .2 .6 1.2 2.3 3.8 5.3 17.7 25.2 35.1 47.5 62.7 306 SE ELEWATTON 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00 70.80 72.00 73.00 74.00 75.00 76.00 308 SQ DISCHARGE 0. 100. 200. 300. 400. 500. 600. 700. 760. 819. 855. 885. 1000. 310 SE ELEVATION 62.00 64.65 66.21 67.52 68.68 70.02 71.58 73.27 74.32 74.59 STORAGE ROUTING NSTES 1 NtMBER OF SU8REACHES ITYP STOR TYPE OF INITIAL CCNDITTCN RSVRIC -1.00 INITIAL OCNDITTON X .00 WORKING R AM) D COEFFICIENT STORAGE ELEWATTON DISCHARGE ELEVATION .0 17.7 62.00 72.00 0. 855. 62.00 75.00 .0 25.2 63.00 73.00 100. 885. 64.65 75.35 .0 35.1 64.00 74.00 200. 1000. 66.21 76.72 .1 47.5 65.00 75.00 300. 67.52 *** .2 .6 1.2 62.7 66.00 67.00 68.00 76.00 400. 500. 600. 68.68 70.02 71.58 2.3 3.8 69.00 70.00 700. 760. 73.27 74.32 CDMHJTED STORAGE-OUITIOW-ELEVAITON DATA STORAGE .00 OUTFLOW .00 ELEVATION 62.00 STORAGE 1.95 OUTFLOW 400.00 ELEVATION 68.68 STORAGE 39.05 OUTFLOW 760.00 ELEVATION , 74.32 .00 37.74 63.00 2.29 423.88 69.00 42 .40 819.00 74.59 .02 75.47 64.00 3.78 498.51 70.00 47.48 855.00 75.00 .06 100.00 64.65 3.82 500.00 70.02 52.82 885.00 75.35 .08 122.44 65.00 5.30 550.00 70.80 62.74 939.56 76.00 .23 .30 .57 186.54 200.00 260.31 66.00 66.21 67.00 13.33 17.66 25.24 600.00 624.85 684.02 71.58 72.00 73.00 73.73 1000.00 76.72 .91 1.23 300.00 341.38 67.52 68.00 27.90 35.08 700.00 741.71 73.27 74.00 *** WARNING *** MODIFIED EULS ROUTING MAY BE NUMERICALLY INSTABLE FOR OUTFLOWS BETWEEN 0. TO 187. THE ROUTED HYDROGRAFH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN EEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.) WARNING — ROUTED OUTFLOW ( 1007.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1015.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1020.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING -— ROUTED OUTFLOW ( 1025.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1027.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1029.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING — ROUTED OUTFLOW ( 1027.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1025.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1022.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1018.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN SICRAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1014.) IS GREATER THAN MAXIMLM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1008.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE WARNING --- ROUTED OUTFLOW ( 1002.) IS GREATER THAN MAXIMUM OUTFLOW ( 1000.) IN STORAGE-OUTFLOW TABLE o 312 KK * DTVCC KKTICN OF BJB FLOW DIVERTED TO NORTH SIDE OF TOLL ASSUMES THE 500 CFS OF A 100-YR STORM WILL BE DIVERTED FLOE TESS THAN 75 WILL REMAIN IN CALAVERA CREEK THE MECHANISM FOR DIVERTING THIS 500CFS WILL BE 84" RCP DT DIVERSICN ISTAD DIVNCRIH DIVERSICN HYDRCCRAFH IDENTIFICATION DI INFLOW .00 75.00 901.00 1500.00 DQ DIVERTED FLOW .00 .00 500.00 500.00 320 KK C4 o 322 BA 321 PB 252 PI SUBBASIN RUNDFF DAIA SUBBASIN OfflRflCTERISTICS TAREA 1.24 SUBBASIN AREA PRECIPTEATTCN DATA STORM 5.20 BASIN TOTAL PRECIPITATICN 323 LS 324 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS UDSS RATE SIKIL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .27 88.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TNITTAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA SCS DIMENSICNLESS UNITGRAPH TIA3 .51 LAG UNIT HYDRO3RAPH 33 END-OF-PERIOD CRDINATES 70. 206. 422. 714. 946. 1069. 1074. 1002. 883. 731. 548. 419. 328. 262. 206. 158. 125. 99. 77. 59. 47. 37. 29. 22. 18. 14. 11. 9. 7. 5. 4. 2. 0. 325 KK * COMBINE 326 HC HYDRCGRAPH GCMBrNATrCN IOCMP 2 NUMBER OF HYDRCGRAPHS TO CCMBINE 327 KK * C3&-RCC o ROUTE C3 AND C4 THROUGH ROC HYDRCGRAPH ROUITNS DATA 329 RS STORAGE ROUTING NSTPS 1 NtMBER OF SUBREACHES HYP SIDR TYPE OF INITIAL OCNDITICN RSVRIC -1.00 INITIAL, CONDTnCN X .00 VO?KM3 R AND D 03EFFICIENT 330 RC N3RMAL DEPTH CHANNEL ANL .030 LEFT OVERBANK N-VALUE AKO) .040 MAIN CHANNEL N-VAUJE ANR .030 RIGHT OVERBANK N-VALUE RLNIH 3900. REACH LEN3IH SEL .0160 ENERGY SLOPE ELWAX .0 MAX. ELEV. PCR SICRK3E/OUHUCW C3VLCLUOTCN CROSS-SECTION LVOA — LEFT OVERBANK --- + MAIN CHANNEL + --- RIGHT OVERBANK — 332 RY ELEVATION 48.00 48.40 48.00 42.00 42.00 46.00 46.00 48.00 331 RX DISTANCE .00 190.00 280.00 300.00 310.00 325.00 390.00 820.00 OCMPUIED SICRAGE-OUTF1CW-ELEWOTON DATA STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 .00 42.00 6.61 574.92 45.37 .34 8.00 42.34 7.67 703.08 45.71 .75 26.64 42.67 9.06 851.16 46.04 1.23 55.11 43.01 13.56 1132.57 46.38 1.78 93.73 43.35 20.28 1601.86 46.72 2.41 143.10 43.68 29.22 2305.50 47.05 3.10 203.89 44.02 40.38 3288.16 47.39 3.87 276.76 44.36 53.75 4591.43 47.73 4.72 362.44 44.69 69.43 6331.69 48.06 5.63 461.59 45.03 90.61 8901.05 48.40 O 333 KK RCT1 335 BA 334 PB 252 PI SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TftREA . 05 SUBBASIN AREA mm SICFM 4.80 BASDJ TOTAL PRECIPITXEICN o 336 LS 337 UD DCREMENBVL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL CRVNBR RTIMP SCS DIMENSICNIjE TIA3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT B1PERVICOS AREA SS UNITGRAPH .11 LAG 103.174.87.35. UNIT HXDRCGRAPH 8 END-OF-PERICD ORDINATES 14. 6. 2. 338 KK ccroTAL CALAVERA CREEK TOTAL DISCHARGE c 340 HC HYDROGRAPH CCMBINAnCN ICOMP 2 NCMBER OF HYDRD3RAPHS TO CCMBINE 341 KK * AH+OC AGUA HEDICNDA AND CALAVERA CREEK (SOUTH OF WALL) TOTAL Q AT ECR BRIDGE 343 HC HYDROGRAPH CCMBINATTCN ICCMP 2 NUMBER OF HYDRCGRAPHS TO CCMBINE 344 KK * REIDIV 345 DR RETRIEVE DIVERSION HYEROGRAPH ISTM3 DraSCKIH DIVERSION HYDROGRAEH 346 KK * RTNOR o ROUTE DIVERTED FLOW ALCNG THE NCKIH SIDE OF THE WftLL HYDROGRAEH ROOTKC DATA 348 RS SICRSGE ROUTING NSTPS 1 NLMBER OF SUBRERCHES ITYP STOR TYPE OF INTnAL OCNDITTCN RSVRIC -1.00 DOTIAL COOITiaJ X .00 VCRKDC R AND D COEFFICIENT 349 RC NORMAL DEPTH CHANNEL. ANL .030 I£FT OVERBANK N-VALUE ANCH .030 MAIN CHANNEL N-VALUE ANR .030 RICHT OVERBANK N-VALUE RLNTH 4400. REACH LENGTH SEL .0125 EMERGY SLOPE ELMAX .0 MAX. ELEV. FOR STCRAGE/CUIFLCW CALCULATTCN CROSS-SECTTON DATA — LEFT OVERBANK --- + MAIN CHANNEL + — RIGHT OVERBANK --- 351 RY ELEVKriCN 50.00 50.00 44.00 40.00 38.00 50.00 50.00 50.00 350 RX DISTANCE 17.00 20.00 20.10 61.00 108.00 133.00 139.00 140.00 COMPUTED SiaRAGE-OUTFLCW-ELEVATION DATA o STORAGE OUTFLOW ELEVATION STORAGE OUTFLOW ELEVATION .00 38, 39, 5182. 44. .00 .00 .00 .82 .32 .52 13.05 38.63 45.49 6635.65 44.95 2.06 82.89 39.26 52.07 8232.74 45.58 4.64 244.39 39.89 58.72 9969.34 46.21 8.06 546.37 40.53 65.47 11841.54 46.84 11.99 971.97 41.16 72.30 13846.07 47.47 16.41 1520.95 41.79 79.21 15980.22 48.11 21.32 2199.80 42.42 86.21 18241.64 48.74 26.74 3015.63 43.05 93.29 20628.37 49.37 32.65 3975.79 43.68 100.45 23138.66 50.00 ** WARNING *** MCDIFIED PUB RCUTDG MAY BE NUMERICALLY UNSTABLE FCR OUTFLOWS BETWEEN 11842. TO 23139. THE ROUTED HYDRCGRAPH SHDULD BE EXAMINED FOR CSCTLLATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CBN BE CORRECTED BY DECREASING THE TIME INTERVAL OR KCREASHC STORAGE (USE A LONGER REACH.) 352 KK 354 BA 353 PB 252 PI RCC2 SUBBASIN RUCFF DA3A SUBBASIN CHARACTERISTICS TAREA .21 SUBBASIN AREA PRECIPITATION CKTA STORM 4.80 BASIN TOTAL PRECIPITATION 355 IS 356 UD INCREMENTAL PRECIPITATION PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STKTL CRVNBR RTIMP .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 87.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .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 .01 .01 .01 .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 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL ABSTRACTION CURVE NUMBER PERCENT IMPERVIOUS AREA O SCS DIMBNSiaNLESS UNTIGRAPH TLAG .19 LAG o 120. 5. 380. 3. 437. 1. 313. UOT HffiROGRMH 13 END-OF-PERICD CRDINATES 162. 91. 50.27.Ib. 357 KK * BOX * 358 HC HYDROOiAffl OCMBTNATICN IOCMP 2 NLMBER OF HYERCGRAEHS TO CCMBINE O 359 KK 361 BA 360 PB 252 PI RRCH SUBBASIN RUNOFF DATA SUBBASIN CHARACTERISTICS TAREA .43 SUBBASIN AREA DAOA STORM 4.70 BASIN TOTAL PRECIPITATION 362 LS INCREMENffiL PRECIPITATKN PATTERN .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 SCS LOSS RATE STRTL .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .30 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 INITIAL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ABSTRACTKN .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .02 .01 .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 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .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 .01 .01 .02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 OWNER 87.00 CURVE NUMBER RTIMP .00 PERCENT IMPERVIOUS AREA 363 UD SCS DIMENSICNLESS UNTIGRAPH TIA3 .17 LAG UNIT HYDRCGRAPH T2 END-OF-PERIOD ORDINATES 306. 920. 923. 558. 279. 147. 77. 40. 21. 11. 6. 2. 364 KK * EX 8x8 * 365 HC HYDRQGRAPH COMBINATION KEMP 2 NUMBER OF HYDROGRAPHS TO COMBINE c 366 KK * NURSERY DETAIN AT NURSERY EAST OF EL CAMHSD REAL EXISTING S'XS'RCB WITH 31 OF SILT ON BOTICM ASSUMES ROBERTSON'S RANCH PARK GRADING AT NURSERY HYERQGRAPH ROUTING DATA 370 RS STORAGE ROUTING N3TPS 1 NUMBER OF SUBREACHES ITYP STOR TYPE OF INITIAL CONDITICN RSVRIC -1.00 DOTIAL CONDITICN X .00 WORKING R AND D CDEFFTCTENT 371 SV STORAGE .0 .2 4.0 12.5 372 SQ DISOHAR3E 0. 350. 642. 856. 373 SE ELEVATICN 33.10 34.00 36.00 38.00 *** WARNING *** MODIFIED PULS ROUTIN3 MAY BE NUMERICALLY UNSTABLE FOR OJTFD3WS BETWEEN 0. TO 350. THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSdLtATICNS OR OUTFLOWS GREATER THAN PEAK INFLOWS. THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LOMGER REACH.) 374 KK * COMBINE * 375 HC HYDROGRABi CCMBINATICN c OPERATION RLNOFF SUMARY FICW IN OEIC FEET PER SECOND TIME IN JCURS, AREA IN SQUARE MILES FEftK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FI£W PEAK 6-HOUR 24-H3JR 72-HCOR BASIN MAXIMUM TIME OF AREA SEGE MAX HYDRCCTiAPH AT BSNBC1 2744. 10.58 1453.598.576.4.34 ROUTED TO RTBC2 2743. 10.58 1453. 597. 575. 4.34 404.02 10.58 HYDRCGRAEH AT BSNBC2 350. 10.08 168.69.66..55 2 CEMBINED AT BC1&BC2 3052. 10.58 1620.666.642. 4.89 ROUTED TO RTEC3 3046. 10.58 1620.664.639. 4.89 386.24 10.58 IKERO3RARH AT BSNBC3 739. 10.08 353.145.139. 1.18 2 COMBINED AT BC2&BC3 3693. 10.50 1970.809.779. 6.07 ROOTS) TO KIBC4 3677. 10.58 1969. 804. 775. 6.07 361.78 10.58 HYDRCGRAEH AT B3BC4 182. 10.00 85.35.33..31 2 OCMBINED AT BC3&BC4 3826. 10.58 2053.839.6.38 HYDRQ3RAPH AT AH1 1673. 10.58 877.359.346. 2.83 ROUTED TO 2 CCMBBJED AT ROUTED TO HYDRQ3RAEH AT DEISYC 1663. 10.67 ROUTED TO ROUTED TO 877.359.346. 2.83 BC&H1 5481. 10.58 2931. 1198. 1154. 9.21 RTAH2 5172. 10.92 2892. 1180. 1136. 9.21 AH3 507. 10.08 243. 100. 96. .83 DEISHADO 457. 10.50 243. 100. 96. .83 RTAH2 454. 10.67 243. 100. 96. .83 371.24 10.67 343.97 10.92 351.83 10.50 321.25 10.67 HYDROSiAFH AT AH2 756. 10.17 366. 149.144. 1.41 3 OCMBINED AT AHL-35BC 6234. 10.75 3489. 1428. 1376. 11.45 ROUTED TO AH2-AH7 6159. 10.92 3481. 1420. 1368. 11.45 o HYERO3RAFH AT flH4 416. 10.00 196.80.77..70 288.06 10.92 ROUTED TO SH4-AH5 399. 10.17 196.80.77. .70 360.70 10.17 HYDRO3RAEH AT AH5 443. 10.08 212.87.84..74 2 CCMBINED AT COMBINE 839. 10.08 407.167.161. 1.44 ROUTED TO ROUTED TO DEIMEUSQ 489, 11.00 AH5-flH6 465. 11.92 406. 167. 161. 1.44 389. 164. 158. 1.44 330.53 11.00 262.01 11.92 HYDRCGRftBi AT AH6 539. 10.08 261. 107.103..91 2 CEMBINED AT COMBINE 906. 10.17 638. 272. 262. 2.35 ROUTED TO DEINEflRA 642. 11.42 607. 271. 261. 2.35 241.39 11.42 O ROUTED TO HYDRCGRAEH AT AH6-7 641. 11.67 AH8 177. 10.00 607. 83. 270. 260. 2.35 34.33..31 160.88 11.67 ROUTED TO AH8-7 173. 10.08 83.34.33. .31 160.24 10.08 HYERQ3RAEH AT AH7 491. 10.33 239.94. 1.12 4 COMBINED fST CCMBINE 7305. 10.83 4392. 1822. 1755. 15.23 ROUTED TO AH7-AH9 7020. 11.17 4376. 1809. 1743. 15.23 103.66 11.17 HVDRCGRMH AT flH9 491. 10.17 235.96.92. 1.00 2 OTEINED AT OCMBINE 7275. 11.08 4596. 1905. 1835. 16.23 ROUTED TO AH9-10 7207. 11.25 4593. 1990. 1934. 16.23 HXDRCGRAEH AT AKLO 332. 10.00 156.64.61..66 2 COBBED AT CCMBINE 7328. 11.25 4733. 2053. 1995. 16.89 c ROUTED TO AH10-RCA 7321. 11.25 4732. 2052. 1991. 16.89 HYDROGRAEH AT RCA 54. 10.00 24.10.10..11 49.40 11.25 o 2 CCMBINED AT fl3UA 7338. 11.25 4754. 2062. 2000. 17.00 IKDRCGRflffl AT Cl 505. 10.25 249. 102. 98. .87 ROOTED TO CCDEIMEL 504. 10.25 249. 102. 98. .87 335.64 10.25 ROOTED TO C1-C2 361. 11.00 235. 98. 95. .87 240.99 11.00 HXDRCGRAEH AT C2 1519. 10.33 760. 311. 299. 2.72 2 CCMBINED AT CCMBINE 1831. 10.42 988. 409. 394. 3.59 ROOTED TO DEICALA 1348. 11.17 745. 291. 280. 3.59 218.76 11.17 ROOTED TO C2-C3 1325. 11.33 743. 290. 279. 3.59 100.24 11.33 HYDRCGRAfH AT C3 475. 10.08 224. 91. 88. .88 2 CCMBINED AT CCMBINE 1501. 11.17 879. 381. 367. 4.47 ROOTED TO DEINBJB 1029. 12.50 851. 381. 367. 4.47 77.06 12.50 DIVERSION TO DIVNCKIH 500. 12.50 447. 189. 182. 4.47 HM3RCGRAFH AT DIVCC 529. 12.50 403. 192. 185. 4.47 HYDRCGWEH AT C4 629. 10.42 314. 128. 123. 1.24 2 CCMBINED AT CCMBINE 899. 10.58 682. 319. 308. 5.71 ROOTED TO C34-RDC 891. 10.75 682. 318. 306. 5.71 46.09 10.75 HYERCGRAEW AT RCC1 26. 10.00 12. 5. 5. .05 2 CCM3INED AT CCIOffiL 905. 10.67 692. 323. 311. 5.76 2 COBINED AT AH-tCC 8157. 11.25 5446. 2384. 2311. 22.76 HYDRCGRAEH AT REIDIV 500. 11.50 447. 189. 182. .00 ROOTED TO RINOR 500. 13.00 447. 188. 181. .00 40.43 13.00 HYDRCGRAEH AT RCC2 99. 10.08 46. 19. 18. .21 2 CCM31NED AT + BOX 526. 12.00 472. 207. 199. .21 HYDRQGRAEH KT + RRCH 198. 10.00 92. 38. 36. .43 2 OCMBDJED KT + EX_8x8 584. 11.58 536. 244. 235. .63 ROUTED ID + NJRSERY 579. 12.00 536. 244. 235. .63 + 35.57 12.00 2 CTMBIOTD AT + OCMB1NE 8681. 11.25 5975. 2629. 2547. 23.40 HYERQGRMH AT + DSAH 231. 10.17 . 110. 45. 43. .51 2 CCMBINED AT + CCMBINE 8786. 11.25 6077. 2674. 2590. 23.91 *** NCHYHL END OF HEC-1 *** c Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 310 150 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 50.11 Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 750 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows S = 580 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 400 150 200 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 1470 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hcl flows RS =1230 I 4 300 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 1000 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 2420 .04 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows RS = 2100 80 100 Station (ft) Exist Cond Creeks and Flows Geom: RC_ex extended north of wall Flow: Basen.hd flows Station (ft) Exist Cond Creeks and Flows GeorrRCex extended north of wall Flow: Baser.hc1 flows RS3170 -.035- 100 Station (ft) Exist Cond Creeks and Flows GeorrRCex extended north of wal! Flow: Basen.hd flows RS =2980 80 100 Station (ft) Exist Cond Creeks and Flows GeorrRCex extended north of wall Flow: Basen.hd flows RS 5700 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 310 .035 «|« .04 - 150 20 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC^ex extended north of wall + PA-22 Flow: Base84p.hc1 flows Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 750 200 300 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 580 J«.035»< .04 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 400 & 50- Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hd flows RS =1470 200 300 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hd flows RS =1230 300 40! Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS =1000 Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wait + PA-22 Flow: Base84p.hc1 flows RS = 2420 60 80 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 2100 60 80 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows = 1810 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: BaseS4p.nd flows RS = 3170 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hcl flows RS = 2980 60 80 100 Station (ft) Exist Cond Creeks and Flows with 84" RCP Geom: RC_ex extended north of wall + PA-22 Flow: Base84p.hc1 flows RS = 2700 160 Station (ft) - 580 CALAVERA CREEK HEC-RAS CROSS- SECTIONS ~] AREA REMOVED FROM 100-YEAR FUOQDPtAIN BY EAST VILLAGE 100-YEAR FLOODPLAIN WITHOUT EAST VILLAGE ""•'•• 100-YEAR FLOODPLAIN VWTH EAST VILLAGE 100-YEAR FLOODPiAtN WTH AND WTHOUT EAST VILLAGE (PER RICK ENGINEERING 12/13/04 REPORT) — - 100-YEAR PONDING UMITS WTHOUT PARK SITE — — 100-YEAR PONDING UMITS VWTH PARK SITE AND 5:1 SLOWS 100-YEAR PONDING UMITS IN DETENTION BASIN BJB MOTES: (HE COLORED FLOOOPLUN LINES IN TME RANCHO CARLSBADMOBILE HOWE PARK ARC FROM TV'E 100-YEAR ROOOT-LAIM.AlTERNATtVES EHHIST IH SICK tHO«E£R«GJS 12/13/04 REPORT.SEE THIS REPORT FOR A DEFIMTION OF THE LINES. THE ONLYPEOHMENT LINE FOR THIS EXHIBIT IS THE GREEN UNE, NHCH IKS'NTO THE CALAVERA Cft£EK 100-YEAR FLDOOPUUN UtCS FROMTHIS REPORT. THE DASHED PDR1KN OF THE PONKNO UNE IN K1ENTK3N BASH BJB REPRESENTS AN AREA OF SHALLOW SHEET KLOW «1 FOOT OEPTH) OVSt THE TOP OF THE BASIN. 100-YEAR FLOODPLAIN AND PONDING EXHIBIT • •••-. : i jp-. --.--^, -^1r*& •_._. ,;i • .,.; AM,* : o JH[ ' - v- :: r~ -r;-r , . • "" ... -•• >-C»M, 1 -'" '•> • -' -;:-;,:^;,; v'." '' "'-'""•' HV ji ir«»> a-, , L I I'. ,. = J v. -" 1.Kiy**A\V. • . JV.. s^ . w^F:••••'.:. i .:.""'•• :\:.^--.;t ,-: •'•. ^8jj9. i '; . :'./ ] ' ' ' •""•?•-.,••MJ - giiiiy/^ - A •" ™^jrr^-sSjj^^ \ , 'S«*»n ^^^s£^_ \ Xf-V^ , v. I-. IJJ-. -7 S i ' %-! -*T<,SL \ \^ •"% \ v A* •%-^-fl— \ .-' . DAOIKI y ^>w /., J^w*".' : \' K" '• ^ «' .t3S» / • . ; , . ; , ! ^^ -.;- .•*- *• • ", • • "- -: • ^J ^r»< J^**-m- _ • • ... fc|®^i3^7:'' -/^- - -J-f-Iapiv:,.:.->-. >4— .,-0 S*TP« FARADAY BASIN M. i ~ '^M**' -^s. * ur-r-1-HlntoA - " ' ^\ ,---•-f:: - \ ^-- -- I • ^ AH6 ^ Legend Major Watersheds Drainage Basins Detention Basins MELROSE BASIN <- AH8 ,*!. ' i if ' .• .* » HEC-1 WORKMAP WITH USGS TOPOGRAPHIC MAP •i12-8-04 ^3Rj(* i i.IHhKRLV.d'