The URL can be used to link to this page

Home My WebLink About3338; Agua Hedionda & Calavera Creek Dredging; Carlsbad Channel & Basin Project SUP Hydrology; 2000-08-28I I I I RICK ENGINEERING COMPANY CARLSBAD CHANNEL AND BASIN PROJECT SPECIAL USE PERMIT (SUP) HYDROLOGIC AND HYDRAULIC CALCULATIONS Job Number -13182 A August 28,2000 I I I I I I I I I I CARLSBAD CHANNEL AND BASIN PROJECT m i PI P m m m SPECIAL USE PERMIT (SUP) HYDROLOGIC AND HYDRAULIC CALCULATIONS Job Number -13182 A Dennis C. Bowling, R.C.E. #32838 Exp. 06/02 Prepared For: City of Carlsbad Planning Department 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4600 IW III Prepared By: Rick Engineering Company Water Resources Division 5620 Friars Road San Diego, California 92110-2596 (619) 291-0707 www.rickeng.com August 28,2000 p« m TABLE OF CONTENTS Project Summary. Appendices: m |l A. Existing Condition 100- Year HEC-1 Analysis p B. Proposed Condition 100- Year HEC-1 Analysis | . . C. Proposed Condition HEC-2 Analysis Calaveras Creek and Agua Hedionda Creek Map Pockets: Map Pocket 1 : Rancho Carlsbad Channel & Basin Project HEC-2 Workmap Map Pocket 2: Rancho Carlsbad Channel & Basin Project Watershed Boundary Map Prepared By: DCB:RC:cao/Reports/13182A.001 Rick Engineering Company - Water Resources Division August 28,2000 PROJECT SUMMARY This report is an attachment to the Special Use Permit (SUP) application filed with the City of Carlsbad Planning Department for the Rancho Carlsbad Channel and Basin Project. This project involves re-grading the Calaveras Creek channel and Agua Hedionda Creek channel with in the Rancho Carlsbad Mobile Home Park (RCMHP) to the original design configuration as well as the construction of a detention basin (Basin BJB) within Calaveras Creek. Currently a large portion of RCMHP is located within the Federal Emergency Management Agency's (FEMA) effective 100-year floodplain. The purpose of this project is to detain 100-year flows in Calaveras Creek and to increase the capacity of both Calaveras Creek and Agua Hedionda Creek, therefore, reducing the 100-year water surface elevation within RCMHP. This report includes HEC-1 hydrologic information for the existing and proposed conditions resulting from the construction of detention basin BJB. For a more detailed description of the detention basin BJB design see the "Project Description/Explanation" sheet submitted with the SUP application. The existing 100-year discharge within Agua Hedionda Creek at the El Camino Real Bridge is approximately 10,093 cfs. The proposed 100-year discharge within Agua Hedionda Creek at the same location after the construction of Detention Basin BJB will be approximately 9,608 cfs. The existing and proposed HEC-1 output files are located in Appendices A and B of this report. The HEC-1 hydrologic workmap is located in Map Pocket 1 of this report. This report also includes HEC-2 hydraulic information for the proposed condition resulting from the re-grading of Calaveras Creek and Agua Hedionda Creek as well as the effects of the detention at Basin BJB. The proposed condition HEC-2 output file is located in Appendix C of this report. The HEC-2 hydraulic workmap is located in Map Pocket 2 of this report. See the "Rancho Carlsbad Channel and Basin Project SUP Site Plan" for comparison of the existing 100-year floodplain and the proposed 100-year floodplain. Prepared By: DCB:RC:cao/Reports/I3182A.001 Ride Engineering Company - Water Resources Division 1 August 28,2000 APPENDIX A EXISTING CONDITION 100-YEAR HEC-1 ANALYSIS Prepared By: DCB:RC:cao/Reports/13182A.001 Rick Engineering Company - Water Resources Division August 28,2000 FLOOD HYDROGRAPH PACKAGE (HEC-1) JUN 1998 VERSION 4.1 RUN DATE 10AUGOO TIME 08:07:46 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS. CALIFORNIA 9S616 (91fi) 756-1104 P m m k P li PR M X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX XXXXX X XX X X X X XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD HAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM H HEC-1 INPUT PAGE 1 |P LINE ID 1 2 3 4 5 6 7 8 9 10 m *** FREE «** •DIAGRAM iu&| m m m M JPin m M m ,n m m m M Hi *m ita m m w M P« ta P» MM i 2 3 *•* FREE ••• 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 ID ID ID IT IO KK KM IN PB 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 KK KM HC KK KM RS RC RX RY RANCHO CARLSBAD CHANNEL & BASIN SUP 8-10-00 J-13182A HEC-1 THAT MODELS EXISTING HYDROLOGY IN AGUA HEDIONDA AND CALAVERAS CREEKS FILENAME: RCEX.HC1 5 0 0 300 5 0 BSNBC1 BASN1 FROM COUNTY 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 STOR -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 ; .102 BC1&BC2 COMBINE BASINS BC1 AND BC2 2 RTBC3 ROUTE FROM BASIN BC2 THROUGH BASIN BC3 1 STOR -1 .040 .060 .040 2000 .0125 767.5 767.9 789.5 830.3 864 889.7 898.6 905.6 390.6 391 391.1 378.25 378 387.5 388.2 388.00 .013 .096 .018 .009 .013 .096 .018 .009 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 P I 1 i iI •» (H M M& iH| i h PR m m NH pi •I m m m m m PI 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 KK BSNBC3 KM SOUTH OF SH 78 PB 5.6 BA 1.18 LS 0. 91 UD .133 KK BC2&BC3 KM COMBINE BASINS BC2 AND BC3 HC 2 KK RTBC4 KM ROUTE FROM BASIN BC3 THROUGH BASIN BC4 RS 1 STOR -1 RC .060 .060 .060 3580 RX 473 500.1 505.8 546.1 RY 370.79 370.63 372.1 352.86 KK BSNBC4 .0072 582.3 353.22 KM NEAR CONFLUENCE WITH AGUA KEDIONDA PB 5.5 BA 0.31 LS 0. 88 UD .068 KK BC3&BC4 KM COMBINE BASINS BC3 AND BC4 HC 2 KK AH1 PB 5.7 BA 2.83 LS 0. 92 UD .335 KK DETSYC KM DETAIN AT SYCAMORE AVE RS 1 STOR -1 SV 0 0.34 1.57 7.08 SQ 0 622 1521.3 2091.0 SB 360 365 370 375 KK BC6AH1 KM COMBINE BUENA CREEK BASINS AND HC 2 KK RTAH2 26.44 2578.3 380 AH1 KM ROUTE BASIN AH1 AND BUENA CREEK BASINS ' RS 1 STOR -1 RC .060 .080 .060 8180 RX 0 100 200 300 RY 400 380 360 340 .007 600 340 654.9 664.5 688.1 374.7 375.75 384.24 800 900 1100 360 380 400 HEC-1 INPUT PAGE 3 LINE ID 1 2. . . 3 4 5 6 7 8 9 10 Illm p mM• m m p tjAtti IPm p • p mm m m P- Si P m mkg H m pig P a 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 KK PB BA LS UD KKI KM RS SV SQ SE KK KM RS RC RX RY KK PB BA LS UD AH3 5.4 0.83 0. .093 JETSHADO1 DETAI1 1 0 0 339.5 RTAH2 ROUTE 1 .060 0 400 AH2 5.4 1.41 0. .157 KKAH1-3SBC KM HC KK KM RS RC RX RY KK PB BA LS UD KK KM RS RC RX RY COMBI1 3 AH2-AH7 ROUTE 1 .06 0 400 AH4 5.4 .70 0. .101 AH4-AH5 ROUTE 1 .04 0 440 92 STOR -1 1.14 6.25 15.18 21.83 190.8 405.0 547.1 618.3 345 350 355 358 ROUTE FROM BASIN AH3 THROUGH BASIN AH2 STOR -1 .080 .060 3000 .013 80 250 450 500 600 700 750 380 340 320 320 340 380 400 87 COMBINE BUENA CREEK BASINS AND AH1 AND AH3 WITH AH2 STOR -1 .08 .06 7660 .023 150 300 350 400 470 520 680 340 300 280 280 300 340 400 90 STOR -1 .03 .04 4900 .016 50 100 220 300 450 600 700 420 380 360 360 380 400 440 KEC-1 INPUT PAGE 4 m m mm mm m m m ll n E^jtf M to IPi mm ma |L_^ m m <•> ^ —•M ** Mi mm m *• 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 KK PB BA LS UD KK HC KK RS RC RX RY KK PB BA LS UD KK HC KK KM RS RC RX RY KK PB BA LS UD KK KM RS RC RX RY KK PB BA LS UD AH5 5.3 .74 0 92 .117 COMBINE 2 AH5-AH6 1 STOR - 1 .06 .05 .06 5000 0 120 150 300 320 300 280 260 AH6 5.2 .91 0 93 .146 COMBINE 2 AH6-7 ROUTE AH6 THROUGH AH7 1 STOR -1 .06 .08 .06 2800 0 50 110 230 220 200 180 160 AH8 5.0 .31 0 92 .047 AH8-7 ROUTE AH8 THROUGH AH7 1 STOR -1 .06 .08 .06 3260 0 50 110 230 220 200 180 160 AH7 5.2 1.12 0 82 .235 .002 420 550 650 750 260 280 300 320 .02 350 SOO 600 650 160 180 200 220 .02 350 SOO 600 650 160 180 200 220 p it pi P•' B^P ^^ pE | m M m ti&M i E P H P- M P M p hi p » pi i LINE 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 . 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 ID KK KM HC KK KM RS RC RX RY KK PB BA LS UD KK HC KK KM RS SV SO. KK PB BA LS UD KK HC HEC-1 INPUT 1 2 3 4 5 6 7 8 9 10 COMBINE COMBINE BASINS AH7 WITH AH6 AND AH8 4 AH7-AH9 ROUTH AH7 THROUGH AH9 1 STOR -1 .06 .07 .06 5260 .007 0 80 200 250 650 950 1200 1300 200 180 140 100 100 140 180 200 AH9 5.0 1.0 0 87 .220 COMBINE 2 AH9-10 ROUTE AH9 THROUGH AH10 (MODIFIED PULS) 1 STOR -1 4.5 7.5 12.8 35 60 88.1 101.9 500 1000 2000 4000 6000 8000 9000 AH10 4.8 .66 0 89 .066 COMBINE 2 KKAH10-RCA KM RS RC RX RY KK PB BA LS UD KK KM HC ROUTE AH10 THROUGH RCA 1 STOR -1 .03 .03 .03 2780 .007 0 10 26 35 52 95 100 120 50 48 46 42 42 44 46 48 RCA 5.0 .11 0 85 .042 AGUAHEDIONDA TOTAL DISCHARGE COMBINE AH10 AND RCA 2 PAGE 5 HEC-1 INPUT PAGE 6 IP IP m m m m m PI In w il *• m m m H —HM <•» *• *** •H -. "* •M ^ *»• ^ •PI 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 KK PB BA LS UD KM KM RS SV SQ SE KK KM RS RC RX RY KK PB BA LS UD KK HC KK KM RS SA SE ss KK KM RS RC RX RY KK PB BA LS UD Cl 5.5 .87 0 90 .139 3ETNMELROSE DETAIN NEAR N. MELROSE 1 STOR -1 0 0.32 1.13 3.37 21.53 0 454.2 688.8 770.4 962.9 326.95 335.0 338.0 340.0 345.0 C1-C2 ROUTE Cl THROUGH C2 1 STOR -1 .06 .08 .06 18380 .014 0 80 300 600 650 1000 1350 1700 300 280 260 240 240 260 280 300 C2 5.3 2.72 0 91 .393 COMBINE 2 DETCALA DETAIN AT CALAVERA LAKE 1 ELEV 209.0 21 24 27 30 33 35 38 39.5 41 43 208 210 212 214 216 217 218 219 220 221 216.5 150 2.64 1.5 C2-C3 ROUTE C2 THROUGH C3 1 STOR -1 .05 .06 .05 5620 .021 0 200 250 300 800 900 1100 1400 200 160 120 100 100 120 140 160 C3 5.1 .82 0 89 .141 HEC-1 INPUT PAGE 7 P LINE ID 1 2 3 4 5 6 7 8 9 10 m p1 p m P m mm p H p i P • i^ P p m p M p M pa Hi p* p Pi 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 KK HC KK PB BA LS UD KK HC KK KM RS RC RX RY KK PB BA LS UD KK KM HC KK KM HC KK KM RS RC RX RY KK KM PB BA LS UD KK HC ZZ COMBINE 2 C4 5.2 1.24 0 .236 COMBINE 2 C3S-RCC ROUTE 1 .03 0 48 RCC 4.8 .15 0 .109 CCTOTAL CALAVI 2 AH+CC AGUA I 2 ROUTE ROUTE 1 .05 0 40 DSAH BASIN 4.7 1.05 0 .160 2 88 ROUTE C3 AND C4 THROUGH RCC STOR -1 .03 .03 4400 .016 190 280 300 310 325 390 820 48.4 48 42 42 46 46 48 87 CALAVERA CREEK TOTAL DISCHARGE AGUA HEDIONDA AND CALAVERA CREEK TOTAL DISCHARGE ROUTE AHtCC THROUGH BASIN DSAH (OFFSITE) STOR -1 .10 .05 2360 .005 170 300 650 900 910 930 1000 30 27 26 26 30 40 41 BASIN DOWNSTREAM OF RANCHO CARLSBAD MOBILE HOME PARK 87 I!) INPUT u LINE NO. H PI ft*18 24 SCHEMATIC DIAGRAM OF STREAM NETWORK (V) ROUTING (--->) DIVERSION OR PUMP FLOW (.) CONNECTOR BSNBC1 V V RTBC2 (< ) RETURN OF DIVERTED OR PUMPED FLOW BSNBC2 35 38 BC1&BC2. V V RTBC3 44 BSNBC3 50 53 BC2SBC3. V V RTBC4 59 BSNBC4 65 BC3&BC4. 68 73 AH1 V V DETSYC 79 82 BCtAHl. V V RTAH2 88 93 99 AH3 V V DETSHADO V V RTAH2 105 AH2 m m 110 AHl-3tBC. P V f^ V113 AH2-AH7 119 . AH4 V V 124 . AH4-AH5 p s p ^130 . . AH5 135 . COMBINE » V <* 137 . AH5-AH6 te mm 142 . . AH6 147 . COMBINE V . v 149 . AH6-7 155 . . AH8 . . V V 160 . . AH8-7 166 ... AH7 171 COMBINE. V V 174 AH7-AH9 180 . AH9 185 COMBINE. V V 187 AH9-10 192 . AH10 197 COMBINE. V HI v 199 AH10-RCA P m 205 . RCA III • 210 AGUA |g 213 . Cl V P • V j_ 218 . DETNMELR V VPI224 . C1-C2 230 . . C2 P 23S • COMBINE. fej . V V 237 . DETCALA P _ v m . v 243 . C2-C3 249 . . C3 254 . COMBINE. 256 . . C4 |g 261 . COMBINE. V P • v 263 . C34-RCC ff 269 . . RCC P 274 . CCTOTAL 277 AH+CC. v V 280 ROUTE 286 . DSAH IP m 292 m (••*) RUNOFF ALSO COMPUTED AT THIS LOCATION P Pi H fb P M^j Pb m H id p FLOOD HYDROGRAPH PACKAGE (HEC-1) JUN 1998 VERSION 4.1 RON DATE 10AUGOO TIME 08:07:46 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 9S616 (916) 756-1104 m RANCHO CARLSBAD CHANNEL & BASIN SUP 8-10-00 J-13182A HEC-1 THAT MODELS EXISTING HYDROLOGY IN AGUA HEDIONDA AND CALAVERAS CREEKS FILENAME: RCEX.HC1 S IO m «H OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT m m HYDROGRAPH TIME DATA NMIN I DATE 1 ITIME NQ NDDATE NDTIME I CENT 5 MINUTES IN COMPUTATION INTERVAL 0 STARTING DATE 0000 STARTING TIME 300 NUMBER OF HYDROGRAPH ORDINATES 0 ENDING DATE 0055 ENDING TIME 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE .08 HOURS 24.92 HOURS PI I. ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT pi RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES mi i LLsi mi m M OPERATION STATION HYDROGRAPH AT BSNBC1 ROUTED TO RTBC2 HYDROGRAPH AT BSNBC2 2 COMBINED AT BC1&BC2 ROUTED TO RTBC3 HYDROGRAPH AT BSNBC3 2 COMBINED AT BC2&BC3 ROUTED TO RTBC4 HYDROGRAPH AT BSNBC4 2 COMBINED AT BC3&BC4 HYDROGRAPH AT ROUTED TO AH1 DETSYC 2 COMBINED AT BC&AH1 ROUTED TO HYDROGRAPH AT RTAH2 AH3 ROUTED TO DETSHADO ROUTED TO HYDROGRAPH AT RTAR2 AH2 3 COMBINED AT AH1-34BC ROUTED TO HYDROGRAPH AT ROUTED TO HYDROGRAPH AT AH2-AH7 AH4 AH4-AH5 AHS 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT AHS-AH6 AH6 PEAK FLOW 2744. 2743. 357. 3043. 3028. 749. 3683. 3649. 184. 3798. 1802. 1786. 5526. 5235. 516. 460. 457. 787. 6311. 6198. 420. 416. 450. 865. 768. 549. TIME OF PEAK 10.58 10.58 10.00 10.50 10.58 10.00 10.50 10.58 10.00 10.50 10.17 10.25 10.50 10.75 10.00 10.17 10.50 10.00 10.58 10.67 10.00 10.00 10.00 10.00 10.33 10.00 AVERAGE FLOW FOR MAXIMUM PERIOD 6 -HOUR 1453. 1453. 168. 1619. 1619. 353. 1969. 1968. 85. 2052. 881. 881. 2931. 2892. 243. 243. 243. 367. 3489. 3482. 196. 196. 212. 408. 405. 261. 24 -HOUR 598. 597. 69. 666. 664. 145. 809. 805. 35. 840. 363. 362. 1202. 1185. 100. 100. 100. 150. 1434. 1426. 80. 80. 87. 167. 166. 108. 72 -HOUR 576. 575. 66. 642. 640. 140. 779. 776. 33. 809. 349. 349. 1158. 1141. 96. 96. 96. 144. 1381. 1374. 77. 77. 84. 161. 160. 104. BASIN AREA 4.34 4.34 .55 4. 89 4.89 1.18 6.07 6.07 .31 6.38 2.83 2.83 9.21 9.21 .83 .83 .83 1.41 11.45 11.45 .70 .70 .74 1.44 1.44 .91 MAXIMUM TIME OF STAGE MAX STAGE 404.02 385.09 361.74 372.32 343.99 351.95 321.26 288.08 360.27 262.08 10.58 10.58 10.58 10.25 10.75 10.17 10.50 10.67 10.00 10.33 2 COMBINED AT COMBINE * •P to ROUTED TO HYDROGRAPH AT ROUTED TO HYDROGRAPH AT AH6-7 AH8 AH8-7 AH7 4 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT AH7-AH9 AH9 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT AH9-10 AH10 2 COMBINED AT COMBINE ROUTED TO AH10-RCA HYDROGRAPH AT 2 COMBINED AT HYDROGRAPH AT ROUTED TO ROUTED TO HYDROGRAPH AT RCA AGUA Cl DETNMELR C1-C2 C2 2 COMBINED AT COMBINE ROUTED TO ROUTED TO HYDROGRAPH AT DETCALA C2-C3 C3 2 COMBINED AT COMBINE HYDROGRAPH AT C4 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT C36-RCC RCC 2 COMBINED AT CCTOTAL 2 COMBINED AT AH+CC 1290. 1266. 177. 174. 512. 7995. 7663. 500. 7987. 7874. 338. 8025. 8025. 54. 8049. 531. 528. 373. 1545. 1890. 1401. 1373. 448. 1560. 667. 1896. 1876. 73. 1906. 9948. 10.08 10.25 10.00 10.00 10.08 10.58 10.83 10.08 10.75 10.92 10.00 10.92 11.00 10.00 11.00 10.00 10.00 10.67 10.25 10.25 11.00 11.17 10.00 11.08 10.08 10.67 11.08 10.00 11.08 11.00 664. £64. 83. 83. 240. 4455. 4443. 235. 4671. 4669. 156. 4815. 4815. 24. 4838. 249. 249. 236. 761. 992. 748. 745. 209. 876. 315. 1153. 1153. 33. 1183. 6018. 274. 273. 34. 34. 98. 1831. 1821. 96. 1916. 1997. 64. 2060. 2058. 10. 2068. 102. 102. 99. 311. 411. 293. 291. 85. 377. 129. 505. 503. 14. 517. 2585. 264. 263. 33. 33. 94. 1764. 1754. 92. 1846. 1941. 61. 2002. 1997. 10. 2007. 98. 98. 95. 300. 395. 282. 281. 82. 363. 124. 487. 485. 13. 498. 2505. 2.35 2.35 .31 .31 1.12 15.23 15.23 1.00 16.23 16.23 .66 16.89 16.89 .11 17.00 .87 .87 .87 2.72 3.59 3.59 3.59 .82 4.41 1.24 5.65 5.65 .15 5.80 22.80 161.74 160.24 103.49 49.72 335.95 241.02 218.82 100.25 46.63 10.25 10.00 10.83 11.00 10.00 10.67 11.00 11.17 11.08 IH ROUTED TO ROUTE 9870. 11.08 6008. 2570. 2480. 22.80 31.05 11.08 m HYDROGRAPH AT DSAH 490. 10.00 227. 93. 89. 1.05 I&LI 2 COMBINED AT 10093. 11.08 6220. 2662. 2569. 23.85 M •*• NORMAL END OF HEC-1 *** m m m m m APPENDIX B PROPOSED CONDITION 100-YEAR HEC-1 ANALYSIS Prepared By: DCB:RC:cao/Reports/13182A.001 Rick Engineering Company - Water Resources Division August 28,2000 !M * FLOOD HYDROGRAPH PACKAGE (HEC-1) * JUN 1998 * VERSION 4.1 * * RUN DATE 11JULOO TIME 08:45:11 U.S. ARMY CORPS OF ENGINEERS HYDRO LOGIC ENGINEERING CKN'i'KR 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 7S6-1104 X XXXXXXX XXXXX X X X X X X X XXXXX X X XX X XX XXXXXXX XXXX X XX X XX X X XXXXXXX XXXXX X XX X X X X XXX THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT PAGE 1 LINE ID 1 2 3 4 5 6 7 8 9 10 m *" FREE *** m 'DIAGRAM •i IP m IH wm (— M Ml •* ft P?m pi in P H Pm mi p ^H P fa pi to 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 *** FREE *•• 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID ID IT 10 KK KM IN PB PI PI PI PI PI BA LS UD KK KM RS RC RX RY RANCHO CARLSBAD CHANNEL & BASIN SUP 7-5-00 J-13182A HEC-1 THAT MODELS ONLY DETENTION FROM BASIN BOB. ALL OTHERS REMOVED FILENAME: RCSUP.HC1 SAME AS RCFINAL.HC1 EXCEPT BASED ON INTERIM DESIGN OF BASIN BOB FILENAME: RCINT.HC1 2/14/2000 J-13182A 100-YEAR, 24-HR STORM EVENT FILE NAME: RCCBPR.HC1 CHANGE LOCATION OF BASIN BOB PER CITY OF CARLSBAD REVISION OF RCCBP.HC1 WITH PROPOSED DETENTION BASINS SQ,SV,SE CARDS REVISED RCRCMHPP.HC1 RANCHO CARLSBAD MOBILE HOME PARK EXISTING HYDROLOGY, PROPOSED DETENTION SCENARIO 49 AND 48 AC -FT FLOW-BY DETENTION BASINS AND AT THE DOWNSTREAM ENDS OF BASIN C3 AND C4 41 AND 49 AC -FT FLOW THRU BASINS AT MELROSE (AHS)AND FARADAY (AH6) BUENA CREEK BASIN BC1 FROM SAN DIEGO COUNTY AND BUENA CREEK BASINS BC2, BC3, AND BC4 FROM BUENA CREEK LOMR FILE "BUENA100.HC1" (JN 12838) DETENTION AT NORTH MELROSE, SYCAMORE, SHADOWRIDGE AND LAKE CALAVERA SMALL AMOUNT STORAGE IN GOLF COURSE UPSTREAM OF MHP JN 13182 MAY 26,1998 5 0 0 300 5 0 BSNBC1 BASN1 FROM COUNTY OF SAN DIEGO CALCS 30 6 0 .009 .007 .009 .009 .011 .009 .011 .012 .013 .014 .016 .017 .02 .023 .03 .045 .067 .088 .096 .082 .041 .027 .023 .021 .02 .019 .017 .016 .018 .01 .016 .015 .014 .015 .012 .013 .01 .01 .009 .01 .011 .01 .009 .009 .009 .009 .01 .009 4.34 0. 93 .739 RTBC2 ROUTE FROM BASIN BC1 THROUGH BASIN BC2 1 STOR • -1 .014 .014 .014 1220 .0098 20 50 70 70 100 100 120 130 410 410 410 400 400 410 410 410 HEC-1 INPUT PAGE 2 LINE ID 1 2 3 4 5 6 7 8 9 10 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 KK KM PB PI PI PI PI PI BA LS UD KK KM HC KK KM RS RC RX RY KK KM PB BA LS UD KK KM HC KK KM RS RC RX RY KK KM PB BA LS UD KK KM HC BSNBC2 NORTH 5.7 0 .014 .082 .01 .01 0.55 0 .102 BC1&BC2 OF SH 78 .009 .007 .009 .009 .011 .009 .011 .012 .013 .016 .017 .02 .023 .03 .045 .067 .088 .096 .041 .027 .023 .021 .02 .019 .017 .016 .018 .016 .015 .014 .015 .012 .013 .01 .01 .009 .011 .01 .009 .009 .009 .009 .01 .009 91 COMBINE BASINS BC1 AND BC2 2 RTBC3 ROUTE 1 .040 767.5 390.6 BSNBC3 SOUTH 5.6 1.18 0. .133 BC2&BC3 FROM BASIN BC2 THROUGH BASIN BC3 STOR -1 .060 .040 2000 .0125 767.9 789.5 830.3 864 889.7 898.6 905.6 391 391.1 378.25 378 387.5 388.2 388.00 OF SH 78 91 COMBINE BASINS BC2 AND BC3 2 RTBC4 ROUTE 1 .060 473 370.79 BSNBC4 FROM BASIN BC3 THROUGH BASIN BC4 STOR -1 .060 .060 3580 .0072 500.1 505.8 546.1 582.3 654.9 664.5 688.1 370.63 372.1 352.86 353.22 374.7 375.75 384.24 NEAR CONFLUENCE WITH AGUA HEDIONDA 5.5 0.31 0. .068 BC3&BC4 88 COMBINE BASINS BC3 AND BC4 2 HEC-1 INPUT PAGE 3 (JW'M m M PI ^y • m Kg •K IM M m m |i»•• •M M -ta_ MM tm •M •M Ml fc pn M * (B P to 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 113 119 120 121 122 123 124 125 126 127 128 129 130 KK PB BA LS UD KK KM RS SV SO SE KK KM HC KK KM RS RC RX RY KK PB BA LS UD KKD: KM RS SV SQ SE KK KM RS RC RX RY KK PB BA LS UD AH1 5.7 2.83 0. 92 .335 DETSYC DETAIN AT SYCAMORE AVE 1 STOR - 1 0 0.34 1.57 7.08 26.44 0 622 1521.3 2091.0 2578.3 360 365 370 375 380 BC&AH1 COMBINE BUENA CREEK BASINS AND AH1 2 RTAH2 ROUTE BASIN AH1 AND BUENA CREEK BASINS THROUGH BASIN AH2 1 STOR -1 .060 .080 .060 8180 .007 0 100 200 300 600 800 900 1100 400 380 360 340 340 360 380 400 AH3 5.4 0.83 0. 92 .093 ETSHADOW DETAIN AT SHADOHRIDGE 1 STOR -1 0 1.14 6.25 15.18 21.83 0 190.8 405.0 547.1 618.3 339.5 345 350 355 358 RTAH2 ROUTE FROM BASIN AH3 THROUGH BASIN AH2 1 STOR - 1 .060 .080 .060 3000 .013 0 80 250 450 500 600 700 750 400 380 340 320 320 340 380 400 AH2 5.4 1.41 0. 87 .157 m Hj HEC-l INPUT PAGE 4 p| LINE ID 1 2 3 4 5 6 7 8 9 10 m P 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 KKAHl-3tBC KM HC KK KM RS RC RX RY KK PB BA LS UD KK KM RS RC RX RY KK PB BA LS UD KK HC KK RS RC RX RY KK PB BA LS UD KK HC KK KM RS RC RX RY COMBINE BUENA CREEK BASINS AND AH1 AND AH3 WITH AH2 3 AH2-AH7 ROUTE AH2 THROUGH AH7 1 STOR -1 .06 .08 .06 7660 .023 0 150 300 350 400 470 520 400 340 300 280 280 300 340 AH4 5.4 .70 0. 90 .101 AH4-AH5 ROUTE AH4 THROUGH AH5 1 STOR -1 .04 .03 .04 4900 .016 0 50 100 220 300 450 600 440 420 380 360 360 380 400 AH5 5.3 .74 0 92 .117 COMBINE 2 AH5-AH6 1 STOR -1 .06 .OS .06 5000 .002 0 120 150 300 420 550 650 320 300 280 260 260 280 300 AH6 5.2 .91 0 93 .146 COMBINE 2 AH6-7 ROUTE AH6 THROUGH AH7 1 STOR -1 .06 .08 .06 2800 .02 0 50 110 230 350 500 600 220 200 180 160 160 180 200 680 400 700 440 750 320 650 220 M m i m p •: PI m PI MR. M mm ** mm m mm M —Hi - ** Ml m m ft* mm m mm mm LINE 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 ID KK PB BA LS UD KK KM RS RC RX RY KK PB BA LS UD KK KM HC KK KM RS RC RX RY KK PB BA LS UD KK HC KK KM RS SV SQ KK PB BA LS UD HEC-1 INPUT 1 2 3 4 5. .. 6 7 .. 8 9 10 AH8 5.0 .31 0 92 .047 AH8-7 ROUTE AH8 THROUGH AH7 1 STOR -1 .06 .08 .06 3260 .02 0 50 110 230 350 500 600 650 220 200 180 160 160 180 200 220 AH7 5.2 1.12 0 82 .235 COMBINE COMBINE BASINS AH7 WITH AH6 AND AH8 4 AH7-AH9 ROUTH AH7 THROUGH AH9 1 STOR -1 .06 .07 .06 5260 .007 0 80 200 250 650 950 1200 1300 200 180 140 100 100 140 180 200 AH9 5.0 1.0 0 87 .220 COMBINE 2 AH9-10 ROUTE AH9 THROUGH AH10 (MODIFIED PULS) 1 STOR - 1 4.5 7.S 12.8 35 60 88.1 101.9 500 1000 2000 4000 6000 8000 9000 AH10 4.8 .66 0 89 .066 PAGE 5 HEC-1 INPUT PAGE 6 LINE ID 1 2 3 4 5 6 7 8 9 10 m m m m m m m to £ m III m •§ •"" ta ._ fa. MM 0MI fa. mm fa. «' Ml 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 KK COMBINE HC 2 KKAH10-RCA KM ROUTE AH10 THROUGH RCA RS 1 STOR -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 S.O BA .11 LS 0 85 UD .042 KK AGUAHEDIONDA TOTAL DISCHARGE KM COMBINE AH10 AND RCA HC 2 KK Cl PB 5.5 BA .87 LS 0 90 UD .139 KKDETNMELROSE KM DETAIN NEAR N. MELROSE RS 1 STOR -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 Cl THROUGH C2 RS 1 STOR -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 KK C2 PB 5 . 3 BA 2.72 LS 0 91 UD .393 KK COMBINE HC 2 p. Hi HEC-1 INPUT PAGE 7 MB LINE ID 1 2 3 4 5 6 7 8 9 10 j^M i i 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 KK KM RS SA SE SS KK KM RS RC RX RY KK PB BA LS UD KK HC KK KM KO RS SV SQ SE KK PB BA LS UD KK HC KK KM RS RC RX RY KK PB BA LS UD DETCALA DETAIN AT CALAVERA LAKE 1 ELEV 209.0 21 24 27 30 33 35 38 39.5 41 43 208 210 212 214 216 217 218 219 220 221 216.5 150 2.64 1.5 C2-C3 ROUTE C2 THROUGH C3 1 STOR -1 .05 .06 .05 5620 ' .021 0. 200 250 300 800 900 1100 1400 200 160 120 100 100 120 140 160 C3 5.1 .82 0 89 .141 COMBINE 2 DETNBJB DETAIN AT DOWNSTREAM END OF BASIN C3 AKA BASIN BOB FLOW- THRU BASIN 2 2 1 STOR -1 0 .05 .44 1.75 5.08 11.38 15.83 42.81 74.98 0 65 175 380 575 700 780 1214 1371 62.4 64 66 68 70 72 73 74 76 C4 5.2 1.24 0 88 .236 COMBINE 2 C36-RCC ROUTE C3 AND C4 THROUGH RCC 1 STOR -1 .03 .03 .03 4400 .016 0 190 280 300 310 325 390 820 48 48.4 48 42 42 46 46 48 RCC 4.8 .15 0 87 .109 HEC-1 INPUT PAGE 8 LINE ID 1 2 3 4 5 6 7 3 9 10 302 KX CCTOTAL 303 KM CAIAVERA CREEK TOTAL DISCHARGE 304 HC 2 305 KK AH+CC 306 KM AGUA HEDIONDA AND CALAVERA CREEK TOTAL DISCHARGE 307 HC 2 308 KK ROUTE 309 KM ROUTE AHSCC THROUGH BASIN DSAH (OFFSITE) 310 RS 1 STOR -1 311 RC .05 .10 .05 2360 .005 312 RX 0 170 300 650 900 910 930 1000 313 RY 40 30 27 26 26 30 40 41 314 KK DSAH 315 KM BASIN DOWNSTREAM OF RANCHO CARLSBAD MOBILE HOME PARK 316 PB 4.7 317 BA 1.05 318 LS 0 87 319 uo -160 320 KK 321 HC 2 322 ZZ PI to P INPUT 4 LINE SCHEMATIC DIAGRAM OF STREAM NETWORK (V) ROUTING (--->) DIVERSION OR PUMP FLOW NO.(.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW 27 39 BSNBC1 V V RTBC2 45 BSNBC2 56 59 BC1SBC2. V V RTBC3 65 BSNBC3 71 BC2SBC3. V V 74 RTBC4 80 BSNBC4 86 BC36BC4 . 89 94 AH1 V V DETSYC P m 100 103 BCSAH1. V V RTAH2 109 114 AH3 V V DETSHADO V V RTAH2 126 AH2 131 AH1-3&BC. V V 134 AH2-AH7 140 . AH4 V V 145 . AH4-AH5 151 . . AHS 156 . COMBINE. V V 1S8 . AHS-AHS m 163 . . AH6 m . . . _ 168 . COMBINE E : I 170 . AH6-7m H 176 . . AHS M . . V m . . v 181 . . AH8-7 ™ 187 . . . AH7 m Ml 192 COMBINE V P V U 195 AH7-AH9 mjL 201 . AH9 206 COMBINE. V 208 AH9-10 213 . AH10 218 COMBINE. V m v 220 AH10-RCA 226 . RCA 231 AGUA. |H 234 . Cl V <•• . V , 239 . DETNMELR V p» • V 245 . C1-C2 251 . .02 P| 256 . COMBINE H . v V _ 258 . DETCAIA ^f* : ; 264 . C2-C3 IP In 270 . . C3 275 . COMBINE. ' V V 277 . DETNBJB Hi 284 . . C4 m M 289 . COMBINE. V m • v ii,. 291 . C3&-RCC 297 . . RCC PI 302 . CCTOTAL. mm 305 AH+CC. V Hi v 308 ROUTE 314 . OSAH 320 («*•) RUNOFF ALSO COMPUTED AT THIS LOCATION mi m ^WJ pi IK IP m * FLOOD HYDROGRAPH PACKAGE (HEC-1) * JUN 1998 * VERSION 4.1 * « RUN DATE 11JULOO TIME 08:45:11 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 P» tm P i£^ Pi RANCHO CARLSBAD CHANNEL & BASIN SUP 7-5-00 J-13182A HEC-1 THAT MODELS ONLY DETENTION FROM BASIN BJB. ALL OTHERS REMOVED FILENAME: RCSUP. HC1 SAME AS RCFINAL.HC1 EXCEPT BASED ON INTERIM DESIGN OF BASIN BJB FILENAME: RCINT.HC1 2/14/2000 J-13182A 100-YEAR, 24-HR STORM EVENT FILE NAME: RCCBPR.HC1 CHANGE LOCATION OF BASIN BJB PER CITY OF CARLSBAD REVISION OF RCCBP.HC1 WITH PROPOSED DETENTION BASINS SQ,SV,SE CARDS REVISED RCRCMHPP.HC1 RANCHO CARLSBAD MOBILE HOME PARK EXISTING HYDROLOGY, PROPOSED DETENTION SCENARIO 49 AND 48 AC-FT FLOW-BY DETENTION BASINS AND AT THE DOWNSTREAM ENDS OF BASIN C3 AND C4 41 AND 49 AC-FT FLOW THRU BASINS AT MELROSE (AHS)AND FARADAY (AH6) BUENA CREEK BASIN BC1 FROM SAN DIEGO COUNTY AND BUENA CREEK BASINS BC2, BC3, AND BC4 FROM BUENA CREEK LOMR FILE "BUENA100.HC1" (JN 12838) DETENTION AT NORTH MELROSE, SYCAMORE, SHADOWRIDGE AND LAKE CALAVERA SMALL AMOUNT STORAGE IN GOLF COURSE UPSTREAM OF MHP JN 13182 MAY 26,1998 26 IO m m OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN I DATE 1 ITIME NQ NDDATE NDTIME I CENT 5 MINUTES IN COMPUTATION INTERVAL 0 STARTING DATE 0000 STARTING TIME 300 NUMBER OF HYDROGRAPH ORDINATES 0 ENDING DATE 0055 ENDING TIME 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE .08 HOURS 24.92 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION SQUARE MILES INCHES FEET urn m FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT 277 KK DETNBJB 279 KO MM m m ^ 280 RS ** 281 SV in 282 SQ P" k_ 283 SE OUTPUT CONTROL VARIABLES I PRUT 2 PRINT CONTROL I PLOT 2 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA STORAGE ROUTING NSTPS ITYP RSVRIC X STORAGE DISCHARGE 1 NUMBER OF SUBREACHES STOR TYPE OF INITIAL CONDITION -1.00 INITIAL CONDITION .00 WORKING R AND D COEFFICIENT .0 .1 .4 1.8 0. ELEVATION 62.40 65. 64.00 175. 66.00 380. 68.00 5.1 575. 70.00 11.4 700. 72.00 15.8 780. 73.00 42.8 1214. 74.00 75.0 1371. 76.00 m m WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 65. THE ROUTED HYDROGRAPH 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 LONGER REACH.) HYDROGRAPH AT STATION DETNBJB m DA MOW HRMN ORD OUTFLOW STORAGE STAGE * DA MON HRMN ORD OUTFLOW STORAGE STAGE * DA WON HRMN ORD OUTFLOW STORAGE STAGE 1 1 1 1 1 1 1 1 1 1 1 0000 0005 0010 0015 0020 0025 0030 0035 0040 0045 0050 1 2 3 4 5 6 7 8 9 10 11 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 62 62 62 62 62 62 62 62 62 62 62 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 .4 « * * * * * * * * * * 1 1 1 1 1 1 1 1 1 1 1 0820 0825 0830 0835 0840 0845 0850 0855 0900 0905 0910 101 102 103 104 105 106 107 108 109 110 111 150. 157. 163. 172. 190. 215. 237. 253. 263. 274. 296. .4 .4 .4 .4 .5 .7 .8 .9 1.0 1.1 1.2 65 65 65 65 66 66 66 66 66 67 67 .5 .7 .8 .9 .1 .4 .6 .8 .9 .0 .2 * * * * * * * * * * * 1 1 1 1 1 1 1 1 1 1 1 1640 1645 1650 1655 1700 1705 1710 1715 1720 1725 1730 201 202 203 204 205 206 207 208 209 210 211 453 451 449 447 445 444 443 442 442 441 440 3.0 3.0 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.8 2.8 68.8 68.7 68.7 68.7 68.7 68.7 68.6 68.6 68.6 68.6 68.6 pt. PI M mi m AJMjj 1 p to P* mm •nS* •' *• *•> p> IP. mm •• "*** •M pa fc •M •i ** •i *• «• IH mm 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0055 0100 0105 0110 0115 0120 0125 0130 0135 0140 0145 0150 0155 0200 0205 0210 0215 0220 0225 0230 0235 0240 0245 0250 0255 0300 0305 0310 0315 0320 0325 0330 0335 0340 0345 0350 0355 0400 0405 0410 0415 0420 0425 0430 0435 0440 0445 0450 0455 0500 0505 0510 0515 0520 0525 0530 0535 0540 0545 0550 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 2. 3. 4. 5. S. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 21. 22. 23. 24. 25. 27. 29. 30. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 62.4 * 62.4 « 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.4 * 62.5 * 62.5 * 62.5 * 62.5 * 62.5 * 62.6 * 62.6 * 62.6 * 62.6 * 62.6 * 62.7 • 62.7 » 62.7 * 62.8 * 62.8 * 62.8 * 62.8 * 62.8 * 62.9 * 62.9 * 62.9 * 63.0 * 63.0 * 63.0 * 63.1 * 63.1 * 63.1 * 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0915 0920 0925 0930 0935 0940 0945 0950 0955 1000 1005 1010 1015 1020 1025 1030 1035 1040 1045 1050 1055 1100 1105 1110 1115 1120 1125 1130 1135 1140 1145 1150 1155 1200 1205 1210 1215 1220 1225 1230 1235 1240 1245 1250 1255 1300 1305 1310 1315 1320 1325 1330 1335 1340 1345 1350 1355 1400 1405 1410 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 325. 350. 367. 378. 384. 391. 401. 412. 422. 436. 464. 508. 574. 607. 654. 712. 774. 832. 888. 945. 1001. 1056. 1109. 1155. 1194. 1218. 1227. 1234. 1239. 1243. 1246. 1246. 1245. 1243. 1240. 1235. 1229. 1222. 1215. 1189. 1162. 1135. 1108. 1082. 1056. 1030. 1006. 982. 959. 936. 915. 894. 875. 856. 837. 820. 803. 786. 770. 753. 1.4 1.6 1.7 1.7 1.8 1.9 2.1 2.3 2.5 2.7 3.2 3.9 S.I 6.7 9.1 12.1 15.5 19.0 22.6 26.1 29.6 33.0 36.3 39.1 41.6 43.7 45.4 46.9 48.0 48.8 49.3 49.4 49.3 48.8 48.1 47.1 45.9 44.5 43.0 41.3 39.6 37.9 36.2 34.6 33.0 31.4 29.9 28.4 26.9 25.5 24.2 22.9 21.7 20.5 19.4 18.3 17.2 16.2 15.3 14.3 67.5 67.7 67.9 68.0 68.0 68.1 68.2 68.3 68.4 68.6 68.9 69.3 70.0 70.5 71.3 72.2 72.9 73.1 73.2 73.4 73.5 73.6 73.8 73.9 74.0 74.1 74.2 74.3 74.3 74.4 74.4 74.4 74.4 74.4 74.3 74.3 74.2 74.1 74.0 73.9 73.9 73.8 73.8 73.7 73.6 73.6 73.5 73.5 73.4 73.4 73.3 73.3 73.2 73.2 73.1 73.1 73.1 73.0 72.9 72.7 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1735 1740 1745 1750 1755 1800 1805 1810 1815 1820 1825 1830 1835 1840 1845 1850 1855 1900 1905 1910 19l5 1920 1925 1930 1935 1940 1945 1950 1955 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045 2050 2055 2100 2105 2110 2115 2120 2125 2130 2135 2140 2145 2150 2155 2200 2205 2210 2215 2220 2225 2230 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 439. 437. 433. 430. 427. 424. 421. . 419. 417. 416. 413. 411. 408. 404. 399. 394. 390. 386. 382. 376. 370. 365. 361. 357. 352. 347. 342. 337. 333. 329. 326. 323. 321. 319. 316. 314. 312. 311. 310. 310. 309. 309. 308. 307. 306. 305. 305. 305. 304. 303. 302. 300. 299. 298. 296. 295. 294. 292. 290. 289. 2.8 2.7 2.7 2.6 2.S 2.5 2.5 2.4 2.4 2.4 2.3 2.3 2.2 2.2 2.1 2.0 1.9 1.8 1.8 1.7 1.7 1.7 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 68.6 68.6 68.5 68.5 68.5 68.4 68.4 68.4 68.4 68.4 68.3 68.3 68.3 68.3 68.2 68.1 68.1 68.1 68.0 68.0 67.9 67.9 67.8 67.8 67.7 67.7 67.6 67.6 67.5 67.5 67.5 67.4 67.4 67.4 67.4 67.4 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.3 67.2 67.2 67.2 67,2 67.2 67.2 67.2 67.1 67.1 67.1 py p s^ pn •m m m •'m m m 9* «' mm m *" J|m MMI •mm « (KM •' 1 0555 1 0600 1 0605 1 0610 1 0615 1 0620 1 0625 1 0630 1 0635 1 0640 1 0645 1 0650 1 0655 1 0700 1 0705 1 0710 1 0715 1 0720 1 0725 1 0730 1 0735 1 0740 1 0745 1 0750 1 0755 1 0800 1 0805 1 0810 1 0815 PEAK FLOW (CFS) 1246. PEAK STORAGE (AC- FT) 49. PEAK STAGE (FEET) 74.41 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 TIME (HR) 11.83 TIME (HR) 11.83 TIME (HR) 11.83 31. 33. 34. 35. 37. 38. 39. 40. 42. 45. 49. 51. 52. 54. 56. 60. 63. 65. 67. 68. 71. 78. 86. 92. 96. 98. 104. 118. 136. .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .1 .1 .1 .1 .1 .1 .1 .2 .2 .2 .2 .3 63.2 63.2 63.2 63.3 63.3 63.3 63.4 63.4 63.4 63.5 63.6 63.7 63.7 63.7 63.8 63.9 64.0 64.0 64.0 64.1 64.1 64.2 64.4 64.5 64.6 64.6 64.7 65.0 65.3 * * *. * * * * * * * * * * * * * * * * * * * * * * * * * * * 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1415 1420 1425 1430 1435 1440 1445 1450 1455 1500 1505 1510 1515 1520 1525 1530 1535 1540 1545 1550 1555 1600 1605 1610 1615 1620 1625 1630 1635 172 737. 173 722. 174 708. 175 693. 176 679. 177 666. 178 654. 179 643. 180 633. 181 623. 182 614. 183 604. 184 594. 185 583. 186 569. 187 544. 188 526. 189 514. 190 506. 191 499. 192 494. 193 488. 194 482. 195 476. 196 470. 197 465. 198 461. 199 458. 200 456. 13.5 12.6 11.8 11.0 10.3 9.7 9.1 8.5 8.0 7.5 7.0 6.5 6.0 5.5 5.0 4.6 4.2 4.0 3.9 3.8 3.7 3.6 3.5 3.4 3.3 3.2 3.1 3.1 3.0 72.5 * 72.3 • 72.1 * 71.9 * 71.7 • 71.5 * 71.3 * 71.1 * 70.9 • 70.8 • 70.6 * 70.5 • 70.3 * 70.1 • 69.9 * 69.7 * 69.5 * 69.4 * 69.3 » 69.2 * 69.2 * 69.1 * 69.0 • 69.0 * 68.9 * 68.9 * 68.8 * 68.8 * 68.8 * * 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2235 2240 2245 2250 2255 2300 2305 2310 2315 2320 2325 2330 2335 2340 2345 2350 2355 0000 0005 0010 0015 0020 0025 0030 0035 0040 0045 0050 0055 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 287. 286. 284. 283. 281. 280. 279. 278. 277. 276. 275. 274. 274. 274. 275. 275. 276. 276. 276. 275. 274. 274. 273. 273. 271. 263. 250. 238. 230. 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 .9 .8 .8 67.1 67.1 67.1 67.1 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 67.0 66.9 66.9 66.7 66.6 66.5 MAXIMUM AVERAGE FLOW (CFS) (INCHES) (AC- FT) 6-HR 875. 1.845 434. 24-HR 376. 3.172 746. 72-HR 362. 3.172 746. 24.92-HR 362. 3.172 746. MAXIMUM AVERAGE STORAGE 6-HR 23. 24-HR 7. 72-HR 6. 24.92-HR 6. MAXIMUM AVERAGE STAGE 6-HR 72.46 24-HR 67.40 72 -HR 67.21 24.92-HR 67.21 CUMULATIVE AREA 4.41 SQ MI STATION DETNBJB (I) INFLOW, (0) OUTFLOW m * ip U p • P HI M ii IPt l^l •M M ta •P- •P. to ^™* ta MB m |M •" M !• JPi ^ m DAHRMN 10000 10005 10010 10015 10020 10025 10030 10035 10040 10045 10050 10055 10100 10105 10110 10115 10120 10125 10130 10135 10140 10145 10150 10155 10200 10205 10210 10215 10220 10225 10230 10235 10240 10245 10250 10255 10300 10305 10310 10315 10320 10325 10330 10335 10340 10345 10350 10355 10400 10405 10410 10415 10420 0. 200. 400. 600. 0. 0. 0. 0. PER 11 . 21 ... 31 ... 41 ... 51 ... 61 ... 71 ... 81 ... 91 ... 101 111 121 ... 131 ... 141 ... 151 ... 161 ... 171 181 191 ... 201 211 221 231 ... 241 ... 251 . . . 261 . . 271 ... 281 ... 291 ... 301 ... 311 321 331 ... 341 351 . . 361 ... 371 ... 381 ... 391 ... 401 411 . 421 ... 431 441 ... 451 ... 461 ... 471 481 ... 491 SOI 511 521 ... 531 ... 800. 1000. 1200. 1400. 1600. 0. 0. 0. 0 (S) STORAGE 0. 0. 0. 20. 40. 60. 0. 0. o S ..... S ..... S ..... s s ..... s ..... s ..... s ..... s ..... s s ..... s . . . . . s . . . . . s ..... s ..... s ..... s ..... s ..... s ..... s s ..... s ..... s ..... s ..... . s s ..... s ..... s ..... s ..... s s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s ..... s s . . . . s ..... s ..... s ..... s ..... s ..... s ..... s ..... s . . . . . s . . . . .. s ..... s ..... • mm P M Pi mm l m k m k m to P» m p* tan p« feu P1* to. PM ta no •M MM •"• Igg m M — 10425 54. I 10430 55. I 10435 56.1 .... 10440 57.1 10445 5S.I 10450 59.1 10455 60.1 10500 61 I . 10505 62.1 10510 63.1 10515 64.1 10520 65.1 10525 66.1 10530 67.1 10535 68.1 10540 69.1 10545 70.1 10550 71. I 10555 72. I 10600 73. I 10605 74. I 10610 75. I 10615 76. I 10620 77. I 10625 78. I 10630 79. I 10635 80. I 10640 81 I ... 10645 82. I 10650 83. I 10655 84. I 10700 85. I 10705 86. I 10710 87. I 10715 88. I 10720 89. I . 10725 90. I . 10730 91. . I 10735 92. I 10740 93. I 10745 94. I 10750 95. I . . . 10755 96. I 10800 97. I 10805 98. I 10810 99. I 10815 100. I . 10820 101. .OI 10825 102. I . 10830 103. I . 10835 104. I. 10840 105. O.I 10845 106. .01 . 10850 107. . 01 . 10855 108. . I . 10900 109. . 01 . 10905 110. I 10910 111 01 10915 112. .OI. 10920 113. . I . S ..... S ..... S . . .-. S ..... S ..... S ..... S ..... S . . . . S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S . . S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S ..... S . . . . S ..... S ..... S ..... S ..... S . . . S . . . . S ..... S . S ..... s S ..... s ..... s ..... s ..... S : . . . . . s ..... s ..... s ..... s ..... s " s ..... s ..... s ..... s ..... s ..... s ..... s ..... .s ..... .s ..... .... s. . . . . . .s ..... .s . . . . . E 10925 114. . OI. . . . .3 10930 115. . I. . . . .3 . 10935 116. OI . . . .3 . 10940 117. 01 . . .3 . 10945 118. . 01 . . . .3 10950 119. . .OI . . . .3 10955 120. . .OI . . . .3 . 11000 121 .01 S 11005 122. . .01. . . .3 11010 123. . .0.1 . . .3 11015 124. . . 0. I . . . S . 11020 125. . . O . I . . S . E 11025 126. . . . 0 . .1 S 11030 127. . . . O . . I. S 11035 128. . . . 0. . .IS. 11040 129. . . . .0 . .13 Si 11045 130. . . . . 0 . . IS ™ 11050 131 0 S 11055 132. . . . . 0 . S P 11100 133. . . . . . 0 . . S . II 11105 134. . . . . . 0 . . S . 11110 135. . . . . . 0 . .IS S 11115 136. . . . . . 0 I .S 11120 137. . . . . . .0 .1.3 11125 138. . . . . . .0 .1.3 11130 139. . . . . . .0 .1 .3 K 11135 140. . . . . . .01. .3 ™ 11140 141 0 . .1 S . 11145 142. . . . . . .01. .3 B 11150 143. . . . . . . I . . S II 11155 144. . . . . . 10. S 11200 145. . . . . . I . O . S HI 11205 146. . . . . .1.0 . .3 ^ 11210 147. . . . . .1.0 . . S 11215 148. . . . . . I .0 . .3 11220 149. . . . . I .0 . .3 11225 150. . . . . I. .0 . .3 "• 11230 151 I 0 S. . . 11235 152. . . . .1.0. . S ** 11240 153. . . . .1.0. . S. Hi 11245 154. . . . . I . O . . S . 11250 155. . . . .1 . O . . S . Hm 11255 156. . . . .1 . O . . S . ^ 11300 157. . . . I .0 . . S . 11305 158. . . . I. O . . S . jp, 11310 159. . . . I . O. . . S . 11315 160. . . . I . O . . . S "* 11320 161 1 0 S 11325 162. . . .1.0. . .3 """ 11330 163. . . .1.0. . .S M 11335 164. . . .1.0. . .3 11340 165. . . .1.0. . S w 11345 166. . . .1.0 . . S 11350 167. . . . I .0 . .3. 11355 168. . . .10 . . S. ffm 11400 169. . . .IO. . . S . 11405 170. . . .IO. . . S . *• 11410 171 I...O S 11415 172. . . .10. . . S . ** 11420 173. . . 10. . . S . Hi p m mm p fa P M mm mm p Hi I m la p jji, *• ta r*fa P fa P ta DM p *• fa H* fc. ^* 11425 174. 11430 175. 11435 176. 11440 177. 11445 178. 11450 179. 11455 180. 11500 181. . . 11505 182. 11510 183. 11515 184. 11520 185. 11525 186. 11530 187. 11535 188. 11540 189. 11545 190. 11550 191. . . 11555 192. 11600 193. 11605 194. 11610 195. 11615 196. 11620 197. 11625 198. 11630 199. 11635 200. 11640 201. . . 11645 202. 11650 203. 11655 204. 11700 205. 11705 206. 11710 207. 11715 208. 11720 209. 11725 210. 11730 211. . . 11735 212. 11740 213. 11745 214. 11750 215. 11755 216. 11800 217. 11805 218. 11810 219. 11815 220. 11820 221. . . 11825 222. 11830 223. 11835 224. 11840 225. 11845 226. 11850 227. 11855 228. 11900 229. 11905 230. 11915 232. 11920 233. 10. . S I. O . . S . I. 0 . . S I. 0 . . . S . I. 0 . . . S . 1.0. . .S. 1.0. . .S. I .0 S I .0 . . S . . . . 10 . . . S . I O . . . S . 10. . . . S 10. . . . S . 10. . . .S. 10. . . .S. 10 . . . S . 10 . . . S .10 s 10 . . . S . I . . . . S . . . . . . 10 . . . S . . 10 . . . S . . IO . . . S . . . . . . I . . . . S . . I . . . . S . . . . . I . . . . S . . I . . . . S . 10 . S . 10 . . . .S . . I . . . .S . I . . . .S . . I . . . .S . . I . . . .S . . . . I . . . .S . . I . . . .S . . I . . . .S . . I . . . .S . I S . I . . . .S . . . . . .10 ... .S ..... .10 . . .S .1 ... .S ..... .1 ... .S ..... .1 ... .3 ..... .1 ... .S ..... .1 . . . .3 . . . .1 ... .3 ..... I S 10 ... .S ..... IO . . .S . I ... .3 ..... I ... .3 ..... 10 . . . .3 10 . . . .3 . I. . . . .3 . . ... I. . . . ' .3 . I. ... .3 ..... IO . . . . . . S. . . . . . I . . . . .S . I . . . . .S . m &^t m i •^• Pi Pli P L • M Ik E PtH E P« L P» sm F* h p» tta p- fa f" k. m IM •— kM "" 11925 234. . I . 11930 235. . I . 11935 236. . IO . 11940 237. . I . 11945 238. . I . 11950 239. . I . 11955 240. . 10 . 12000 241 I .... 12005 242. . I 12010 243. . I 12015 244. . I 12020 245. . I 12025 246. . I 12030 247. . I . 12035 248. . I . 12040 249. . I 12045 250. . I . 12050 251 I 12055 252. I 12100 253. I 12105 254. . I . 12110 255. . I 12115 256. . I 12120 257. . I . 12125 258. . I . 12130 259. . I 12135 260. . I 12140 261. . . . . .1 12145 262. . I 12150 263. . I . 12155 264. . I 12200 265. . I 12205 266. . I . 12210 267. . I . 12215 268. I 12220 269. . I 12225 270. . 10 12230 271 . . I .... 12235 272. .1 12240 273. . I 12245 274. . I 12250 275. .1 12255 276. . I 12300 277. .1 12305 278. . I 12310 279. . I 12315 280. . I 12320 281 I 12325 282. . I 12330 283. . I 12335 284. .1 12340 285. . I 12345 286. .1 12350 287. . I 12355 288. . I 20000 289. . I 20005 290. .1 2OO10 291 I 2O01S 292. .1 2O020 293. .1 .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 . . . . .3 . . . . . S .3 ..... .3 ..... -3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... S .3 . . . . . .3 . . . . . .3 ..... .3 ..... .3 ..... .3 ..... .S . . . .3 . . .3 ..... g. . . . . . . . . . .3 ..... .3 . . . .3 ..... .3 ..... .3 ..... .3 .3 ..... .3 ..... .3 ..... g . . .' . . . .3 ..... .3 ..... .3 . .3 ..... .3 . . . .3 ..... .3 . . . . . .3 ..... .3 . . . S .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... .3 ..... S .3 ..... .3 ..... m m jijlji 20025 294. I . . . .S 20030 295. I • • • .S 20035 296. . IO . . . . .S 20040 297. . I . . . . .S 20045 298. . I . . . . S 20050 299. .IO . . . S 20055 300. .IO .- .--- S-- mm m 1 p1 P I I p ii OPERATION STATION HYDROGRAPH AT BSNBC1 ROUTED TO RTBC2 HYDROGRAPH AT BSNBC2 2 COMBINED AT BC1&BC2 ROUTED TO HYDROGRAPH AT BSNBC3 2 COMBINED AT BC2&BC3 ROUTED TO HYDROGRAPH AT BSNBC4 2 COMBINED AT BC3&BC4 HYDROGRAPH AT ROUTED TO DETSYC 2 COMBINED AT BC&AH1 ROUTED TO HYDROGRAPH AT RTAH2 AH3 ROUTED TO DETSHADO ROUTED TO HYDROGRAPH AT RTAH2 AH2 3 COMBINED AT AH1-3&BC ROUTED TO HYDROGRAPH AT ROUTED TO HYDROGRAPH AT AH4 AH4-AH5 AH5 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT AH5-AH6 AH6 RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK FLOW 2744. 2743. 357. 3043. 3028. 749. 3683. 3649. 184. 3798. 1802. 1786. 5526. 5235. 516. 460. 457. 787. 6311. 6198. 420. 416. 450. 865. 768. 549. TIME OF PEAK 10.58 10.58 10.00 10.50 10.58 10.00 10.50 10.58 10.00 10.50 10.17 10.25 10.50 10.75 10.00 10.17 10.50 10.00 10.58 10.67 10.00 10.00 10.00 10.00 10.33 10.00 AVERAGE FLOW FOR MAXIMUM PERIOD 6 -HOUR 1453. 1453. 168. 1619. 1619. 353. 1969. 1968. 85. 2052. 881. 881. 2931. 2892. 243. 243. 243. 367. 3489. 3482. 196. 196. 212. 408. 405. 261. 24 -HOUR 598. 597. 69. 666. 664. 145. 809. 805. 35. 840. 363. 362. 1202. 1185. 100. 100. 100. ISO. 1434. 1426. 80. 80. 87. 167. 166. 108. 72 -HOUR 576. 575. 66. 642. 640. 140. 779. 776. 33. 809. 349. 349. 1158. 1141. 96. 96. 96. 144. 1381. 1374. 77. 77. 84. 161. 160. 104. BASIN MAXIMUM AREA STAGE 4.34 4.34 404.02 .55 4.89 4.89 385.09 1.18 6.07 6.07 361.74 .31 6.38 2.83 2.83 372.32 9.21 9.21 343.99 .83 .83 351.95 .83 321.26 1.41 11.45 11.45 288.08 .70 .70 360.27 .74 1.44 1.44 262.08 .91 TIME OF MAX STAGE 10.58 10.58 10.58 10.25 10.75 10.17 10.50 10.67 10.00 10.33 2 COMBINED AT COMBINE p H p M p P Pi P p ROUTED TO HYDROGRAPH AT ROUTED TO HYDROGRAPH AT AH6-7 AH8 AH8-7 AH7 4 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT AH7-AH9 AH9 2 COMBINED AT COMBINE ROUTED TO AH9-10 HYDROGRAPH AT AH10 2 COMBINED AT COMBINE ROUTED TO AH10-RCA HYDROGRAPH AT RCA 2 COMBINED AT AGUA HYDROGRAPH AT Cl ROUTED TO DETOMELR ROUTED TO HYDROGRAPH AT C1-C2 C2 2 COMBINED AT COMBINE ROUTED TO ROUTED TO HYDROGRAPH AT DETCALA C2-C3 C3 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT DETNBJB C4 2 COMBINED AT COMBINE ROUTED TO HYDROGRAPH AT C36-RCC RCC 2 COMBINED AT CCTOTAL 1290. 1266. 177. 174. 512. 7995. 7663. 500. 7987. 7874. 338. 8025. 8025. 54. JS042-. 531. 528. 373. 1545. 1890. 1401. 1373. 448. 1560. 1246. 667. 1468. 1452. 73. 1474. 10.08 10.25 10.00 10.00 10.08 10.58 10.83 10.08 10.75 10.92 10.00 10.92 11.00 10.00 11.00 10.00 10.00 10.67 10.25 10.25 11.00 11.17 10.00 11.08 11.83 10.08 11.25 11.58 10.00 11.50 664. 664. 83. 83. 240. 4455. 4443. 235. 4671. 4669. 156. 4815. 4815. 24. 4838. 249. 249. 236. 761. 992. 748. 745. 209. 876. 875. 315. 1142. 1141. 33. 1171. 274. 273. 34. 34. 98. 1831. 1821. 96. 1916. 1997. 64. 2060. 2058. 10. 2068. 102. 102. 99. 311. 411. 293. 291. 85. 377. 376. 129. 505. 503. 14. 517. 264. 263. 33. 33. 94. 1764. 1754. 92. 1846. 1941. 61. 2002. 1997. 10. 2007. 98. 98. 95. 300. 395. 282. 281. 82. 363. 362. 124. 486. 484. 13. 498. 2.35 2.35 .31 .31 1.12 15.23 15.23 1.00 16.23 16.23 .66 16.89 16.89 .11 17.00 .87 .87 .87 2.72 3.59 3.59 3.59 .82 4.41 4.41 1.24 5.65 5.65 .15 5.80 161.74 160.24 103.49 49.72 335.95 241.02 218.82 100.25 74.41 46.36 10.25 10.00 10.83 11.00 10.00 10.67 11.00 11.17 11.83 11.58 P m 2 COMBINED AT AH+CC 9452. 11.00 6002. 2585. 2504. 22.80 ROUTED TO ROUTE 9389. 11.17 5991. 2569. 2479. 22.80 30.93 11.17 HYDROGRAPH AT • DSAH 490. 10.00 227. 93. 89. 1.05 2 COMBINED AT 9608. 11.08 6202. 2662. 2569. 23.85 p M *** NORMAL END OF HEC-1 M p» p M pi M p |l APPENDIX C P M PROPOSED CONDITION HEC-2 ANALYSIS CALAVERAS CREEK AND AGUA HEDIONDA CREEK C P b p li Prepared By: DCB:RC:cao/Reports/13182A.001 Rick Engineering Company - Water Resource Division August 28,2000 pto * HEC-2 WATER SURFACE PROFILES * * * * version 4.6.2; May 1991 * * * « RUN DATE 02AUGOO TIME 16:18:04 * U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 (916) 756-1104 X X XXXXXXX XXXXX XXX XX XXX X XXXXXXX XXXX X XXX X XXX XX X X XXXXXXX XXXXX X X X XXXXX XXXXX X X XXXXXXX pll m fey^. 02AUGOO 16:18:04 PAGE 1 m HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 THIS RUN EXECUTED 02AUGOO 16:18:04 AC RANCHO CARLSBAD CHANNEL AND BASIN SUP 8-2-00 J-13182Ap39 AC REVISED HEC-2 TO REFLECT Q'S FROM HEC-1 (FN:RCSUP.HC1) WITH ONLY AC DETENTION BASIN BOB AND CC & AHC CLEANED OUT IN MOBILE HOME PARK AC ADDITIONAL CROSS SECTIONS ALONG CALAV.CR (3240 TO 3730) TO MODEL AC INTERIM CONDITION BEFORE CONSTRUCTION OF BOX CULVERT AT COLLEGE BL AC FNAME: RCSUP.HC2 AC ******.***********.*..*.***********..**..«.**.************.*..*.***. AC RANCHO CARLSBAD APRIL 17, 2000 J-13182 P| AC REVISED HEC-2 TO REFLECT MODIFIED GRADING WITHIN AGUA HEDIONDA Hi AC AND AT THE CONFLUENCE WITH CALAVERAS CREEK FNAME: AGUAR.HC2 P m m m AC Tl T2 T3 AQUA HEDIONDA CREEK, CARLSBAD, REVISE H.CHANGS HEDI96.HEC TO MODEL CALAVERAS CREEK AT XS 5.1; WALL INTACT; PROFILE 1:100YR FP FILE:FEMA9.HC2 10/19/98JN13182, L-R LOOKING D/S Jl ICHECK INQ NINV IDIR STRT METRIC HVINS WSEL FQ .007 25.01 J2 NPROF I PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1 -1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT P Hi 110 150 200 NC QT ET XI GR GR GR ET XI GR GR GR 78. 30. 21. 30. 84. 35. 24. 35. 04 2 90 00 50 00 30 00 50 00 .04 9115 11 .00 250.00 590.00 11 .00 245.00 550.00 .04 9115 9.1 0 20.00 22.00 .00 9.1 20 30.00 24.00 .00 .1 500 50.00 350.00 .00 520 20.00 300.00 .00 .3 0 19.00 22.50 .00 500 27.00 24.50 .00 0 50.00 425.00 .00 500 40.00 360.00 .00 0 20.00 23.00 .00 500 26.00 25.00 .00 60.00 500.00 .00 115.00 420.00 .00 25 21.00 25.00 .00 25 25.00 30.00 .00 355 150.00 550.00 .00 355 190.00 520.00 .00 02AUGOO 16:18:04 PAGE m Pi Pig y^ •n Pay&ii pi £g^i Pi m to •• Ml •- to MM!P» to H M in IP* to — v. NC QT KT XI X3 GR GR GR NC ET XI X3 GR GR GR XI X3 GR GR GR GR XI X3 GR GR GR XI GR QT HC XI GR GR QT HC ET XI CI GR GR GR GR t4*WV V .05 2 6000 10 40.1 25.1 26 6260 10 41.8 25.2 26 6560 10 41.2 26.9 28 28 6720 10 42.1 37.1 30 6960 41.5 2 .04 7210 40.8 38.2 2 0.06 J.O ; io ; u<> .05 8680 12 335 650 14 340 725 19 308 450 705 14 234 370 4 9060 .05 6 170 9608 0.06 9.1 DOWNSTREAM FACE .001 19 74.5 45.8 34.0 33.1 37.7 31.60 .60 41.00 88.17 125.50 .08 9115 9.1 25 36.2 32.2 30 .1 10.4 28 38.4 34.1 28 27.3 35.8 30 30 26.5 38.5 32 26 9115 .08 25 40 9608 0.025 9.1 OF EL CAMINO 11 0.025 40.00 33.10 33.10 38.00 355 11 355 665 359 11 359 750 329 30 329 465 780 234 30 260 430 135 25 170 25 REAL BRIDGE 125.5 2 11.00 42.80 91.50 131.00 240 36.8 32.2 260 39.3 34.1 30 300 26 35.8 30 32 160 25.5 30 34 240 26 250 29 100 2 39.08 33.10 33.10 40.00 240 25 365 260 28 370 770 300 35 340 550 885 160 130 290 470 240 105 250 55 70 82 16.50 49.84 106.20 141.00 220 27.3 46 25 380 260 25.4 54 25.5 385 32 790 300 25 170 28 360 28' 565 34 895 160 25.5 207 28 305 36 490 240 37.2 135 250 28.5 100 90 38.00 23.00 33 10 53.17 34.00 108.00 45.80 152.60 irm 25 355 24.4 287 24.5 450 24.5 200 24.6 600 26.8 290 26 375 26.5 630 26.2 214 26 350 29 145 16.5 125.5 36.00 28.00 33.10 74.50 36.00 123.00 .00 .00 ™w m P k ^^i^g P to P P P m pn P fa P" Li P» fa *• fa m fa P" MB fp» 02AUGOO 16:18:04 NC .014 .014 ET 9.1 XI CI BT BT BT BT BT BT 0.01 74.5 31.60 -17 .6 16.50 53.17 88.17 125.5 141 .025 9.1 0.025 45.8 45.8 45.8 45.8 45.8 45.8 2 45.8 43.3 31.6 31.6 43.3 40 1 2 11 49.84 53.17 91.5 125.5 152.6 1 82 45.8 45.8 45.8 45.8 45.8 45.8 1 40 16.50 43.3 49.84 43.3 88.17 31.6 91.5 37.66 131 45.8 PAI 16.5 125.5 45.8 39.08 45.8 31.6 45.8 43.3 45.8 43.3 45.8 38 UPSTREAM FACE OF BRIDGE ET XI CI BT BT BT BT BT GR GR GR NC ET XI CI GR GR GR GR ET XI CI GR GR ET XI CI GR GR 9.1 UPSTREAM FACE OF 1.10 19 79 31.60 -18 .6 24.5 57.84 96.17 99.5 139 45.8 .60 34.0 41.00 33.3 96.17 36.4 133.50 0.04 0.04 9.1 1.11 19 79 31.60 45.8 .60 34.0 41.00 33.3 97.17 36.4 133.50 7.1 IMPROVED CHANNEL 2.0 7 42.5 0 40 147 7.1 2.5 7 42.5 0 40 146.4 9.1 EL CAMINO 24.5 0.025 45.8 45.8 45.8 45.8 45.8 45.8 40.00 33.34 33.34 38.00 0.025 9.1 24.5 0.025 . 40.00 33.34 33.34 38.00 9.1 28 42 42 42 42.5 41 REAL BRIDGE 133.5 2 45.8 37.67 31.60 43.3 43.3 38 11.00 42.32 99.50 139.00 133.5 2 11.00 42.32 98.50 139.00 147.0 28 150 146.4 42 150 110 2 11 24.5 61.17 96.17 133.5 144 38.00 33.34 33.34 40.00 1 2 38.00 33.34 33.34 40.00 70 31.7 75 31.8 110 87 45.8 45.8 45.8 45.8 45.8 45.8 23.00 57.84 122.68 144.00 1 87 23.00 58.84 122.68 144.00 75 .01 50 105 .01 64.0 110 40 23 43.3 57.84 31.60 61.17 31.60 99.5 43.3 133.5 40 155.6 37.67 24.50 33.34 61.17 34.00 124.00 45.80 155.60 1 37.67 24.50 33.34 60.17 34.00 124.00 45.80 155.60 1 149.4 70 31.7 90 1 149 90 31.8 105 24.5 133.5 45.8 38 45.8 43.3 45.8 43.3 45.8 31.60 45.8 36.41 45.8 45.8 36.00 32.00 33.34 79.00 36.00 132.00 .00 .00 24.5 133.5 36.00 32.00 33.34 79.00 36.00 132.00 30 149.40 31.7 130 31.8 130 02AUGOO 16:18:04 PAGEP IJJI^ ET 7.1 1 149 j|| IMPROVED CHANNEL P P m P || P tm^B pi m pII Pjiy• P 1. P- «m taPB M ii PI m -p "" ta *— XI CI GR GR GR ET XI GR GR GR 2.9 42.5 34 43 3.0 43.6 36 43 11 0 60 150 7-1 12 40 197 293 42 42 31.9 9.1 180 42.9 35 43 140 42 65 293 135 205 320 80 40 31.9 70 42 32.0 80 .01 46 85 80 180 211 80 38 50 31.9 120 40 320 75 40 185 32 240 36 55 42 140 180 310 38 194 32.0 267 CONFULEBCE WITH AGUA HEDIONDA NC ET XI CI X3 GR GR GR GR GR GR QT ET NC XI CI X3 GR GR GR GR ET XI CI GR GR GR GR 0.04 AGUA 5.1 284 10 43.58 32. 09 32.09 40 35.1 42 2 O.O4 AGUA 6.21 511 10 43.9 44.3 34.9 44.0 7.58 553 44.4 45.0 42.0 44.0 0.04 7.1 HEDIONDA 29 34.59 0 177.84 224.36 263.98 290.42 331.58 8049 0.04 HEDIONDA 17 32.26 .00 246.00 492.00 565.00 7.1 19 32.46 .00 178.00 507.00 592.00 0.035 9.1 CONFLUENCE 158.02 0.035 43.58 32.09 38.01 38.01 36 40 8049 9.1 0.025 Q100 - 7600 475 0.035 45.00 44.00 34.90 44.00 9.1 507 0.035 45.50 44.50 36.00 44.70 WITH CALAVERAS 307.67 2 0.39 180.0 236.20 274.58 292.22 336.34 CFS 565 2 57.00 333.00 528.00 663.00 592 2 61.00 252.00 525.00 665.00 CREEK 83 2 42 32.09 40 36 38.01 38 113 2 49.00 43.60 34.90 .00 120 2 49.50 44.00 35.60 44.30 45 18 158.02 190.00 240.18 279.82 297.32 367.74 125 45 58.00 370.00 531.00 .00 145 49 63.00 325.00 553.00 733.00 1 320 60 40 162.02 32.09 200.00 42 244.18 35.1 281.62 40 301.85 36 386.12 121 45.00 58.00 44.00 453.00 35.00 539.00 .00 .00 415 665 137 45.50 63.00 44.70 415.00 35.60 560.00 44.00 800.00 158 308 38.00 166.02 32.09 220.36 42 260.67 35.1 286.02 42 307.67 475 565 44.60 158.00 42.00 475.00 42.00 558.00 .00 .00 507 592 45.20 121.00 44.00 472.00 35.70 572.00 .00 .00 02AUGOO 16:18:04 PAGE ET XI CI GR GR GR OR GR ET XI CI OR GR GR GR GR ET XI CI GR GR GR GR GR ET XI CI GR OR GR GR GR ET XI CI GR OR GR GR GR GR ET XI CI X3 OR GR GR 9.15 552 44.5 45.2 44.0 36.1 46.0 12.20 540 46.4 46.7 36.6 46.0 46.8 14.65 521 48.0 48.7 46.0 44.0 49.0 17.19 506 50.0 50.0 38.6 46.0 49.5 19.83 495 52.0 51.3 40.4 46.0 48.0 50.0 21.51 574 10 54.6 52.3 48.0 24 32.69 .00 161.00 500.00 556.00 715.00 22 33.15 .00 198.00 514.00 583.00 966.00 25 33.52 .00 219.00 479.00 569.00 862.00 24 33.89 .00 177.00 482.00 592.00 1046.00 26 34.29 .00 162.00 456.00 542.00 904.00 1312.00 29 34.54 .00 185.00 520.00 9.1 500 0.035 45.80 45.10 42.0 36.3 46.00 9.1 493 0.035 47.00 46.60 36.60 46.80 46.00 9.1 479 0.035 48.00 48.00 38.00 45.30 49.20 9.1 452 0.035 50.00 49.50 38.50 48.00 49.50 9.1 442 0.035 52.00 50.90 39.40 46.60 48.70 .00 9.1 520 0.035 54.00 52.20 40.50 592 2 59.00 252.00 507.00 576.00 782.00 583 2 62.00 265.00 525.00 678.00 1018.00 569 2 65.00 287.00 499.00 600.00 922.00 555 2 62.00 261.00 506.00 678.00 1137.00 542 2 60.00 238.00 467.00 564.00 999.00 .00 637 2 69.00 264.00 534.00 145 2 49.80 45.00 36.30 44.00 46.0 302 2 51.00 47.20 36.80 47.10 .00 245 2 52.00 48.80 37.70 46.00 49.30 254 2 54.00 49.10 38.50 48.70 49.50 266 2 56.00 50.40 39.30 48.00 49.30 .00 185 2 58.00 52.00 40.40 165 47 60.00 342.00 529.00 592.00 849.00 305 50 63.00 349.00 555.00 757.00 .00 245 50 66.00 328.00 541.00 647.00 982.00 254 44 63.00 345.00 533.00 770.00 1209.00 262 44 61.00 314.00 495.00 650.00 1094.00 .00 150 44 70.00 343.00 545.00 157 45.80 44.50 36.20 44.7 46.00 305 47.00 46.00 38.00 47.30 .00 245 48.00 48.00 38.00 47.00 48.70 254 50.00 48.50 40.00 49.40 49.40 264 52.00 50.00 39.30 48.00 50.00 .00 168 54.00 51.00 40.30 60. 421. 547. 594. 915. 63. 418. 564. 835. 66. 389. 552. 715. 1033. 63. 399. 542. 862. 1280. 61. 389. 522. 747. 1189. 70. 411. 574. 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 500 45.50 44.20 36.1 45.00 483 46.90 44.00 44.00 47.60 .00 479 49.40 47.20 40.00 48.00 48.00 452 50.00 48.00 46.00 49.40 .00 442 51.70 48.00 40.00 48.00 50.00 .00 520 52.50 50.00 40.30 592 111.00 496.00 552.00 654.00 583 131.00 493.00 576.00 913.00 .00 569 151.00 449.00 562.00 782.00 1084.00 555 120.00 452.00 555.00 954.00 .00 542 112.00 442.00 531.00 826.00 1251.00 .00 637 105.00 478.00 604.00 pKM 02AUGOO m GR m GR m GR p "IF xi Ml CI X3 P OR |H GR GR PI GR ^ GR GR ET "*• XI CI *" GR |M GR GR *" GR GR GR mm GR GR MB ET *"" XI ta ci X3 "•" GR GR GR mm GR GR *" GR OR m GR 40.4 47.5 50.0 22.81 670 10 56.5 54.0 50.0 46.0 48.0 49.8 25.41 752 52.4 56.0 56.0 41.9 50.0 54.0 52.0 52.0 25.86 761 10 57.8 56.0 56.6 42.4 44.0 54.7 50.9 52.0 16: 612 833 1208 34 265 610 745 1117 1434 35 204 564 752 865 1211 1540 1955 43 60 437 739 776 1094 1435 1888 18:04 .00 .00 .00 28 .73 .00 .00 .00 .00 .00 .00 36 .12 .00 .00 .00 .00 .00 .00 .00 .00 7.1 36 .83 .00 .00 .00 .00 .00 .00 .00 .00 46.00 47.70 50.00 9.1 610 0.035 56.00 54.60 41.00 46.00 48.50 49.90 9.1 677 0.035 56.00 56.00 55.40 41.90 53.00 52.00 52.00 .00 9.1 708 0.035 , 56.00 56.00 57.20 42.30 50.00 56.00 51.50 .00 623.00 917.00 1305.00 715 2 78.00 342.00 631.00 803.00 1175.00 1532.00 800 2 61.00 284.00 612.00 773.00 916.00 1240.00 1623.00 .00 789 2 58.00 121.00 535.00 756.00 789.00 1188.00 1520.00 .00 46.20 48.00 50.00 137 2 60.00 53.30 40.90 48.00 49.00 50.00 253 2 60.00 56.00 54.00 42.00 56.00 50.00 52.00 .00 48 2 60.00 56.00 56.60 42.30 52.00 54.00 52.00 .00 637.00 1001.00 1402.00 127 44 79.00 414.00 670.00 860.00 1233.00 1630.00 265 44 62.00 365.00 677.00 782.00 967.00 1298.00 1706.00 .00 52 44 59.00 194.00 586.00 761.00 808.00 1241.00 1604.00 .00 47.10 48.70 50.00 130 56.00 52.00 40.90 48.00 49.30 .00 260 56.00 56.00 42.00 50.00 57.50 50.70 52.00 .00 338 45 56.00 56.00 56.00 42.30 52.00 52.20 52.00 .00 713. 1070. 1498. 79. 486. 705. 946. 1284. 62. 445. 712. 800. 1065. 1379. 1789. • .00 .00 .00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 1188 59. 266. 636. 767. 906. 1296. 1699. . 00 00 00 00 00 00 00 00 47.30 49.30 .00 610 55.00 51.00 46.00 48.00 49.70 .00 677 56.00 56.00 41.90 50.00 56.00 51.30 52.00 .00 708 60.00 56.00 54.00 42.50 53.30 50.40 52.00 .00 PAGE 773.00 1139.00 .00 740 172.00 548.00 715.00 1032.00 1335.00 .00 800 123.00 505.00 740.00 853.00 1145.00 1460.00 1872.00 .00 789 60.00 338.00 708.00 771.00 1000.00 1350.00 1794.00 .00 ET 9.1 DOWNSTREAM FACE OF RANCHO CARLSBAD WOODEN PLANK BRIDGE 643 827 XI CI X3 GR GR GR GR GR GR GR GR GR 27.14 763 58 56 58 44 47 58 54 54 54 10 .0 .5 .0 .9 .4 .0 .0 .0 .0 43. 211 643, 739. 787 844 1173. 1529. 1758, 45 .96 .00 .00 .00 .00 .00 .00 .00 .00 .00 0. 58 57 56 44 49 56 52 54 53 643 035 .00 .00 .00 .00 .50 .00 .30 .00 .30 44 310 718 743 791 885 1225 1605 1788 827 2 .00 .00 .00 .00 .50 .00 .00 .00 .00 62 57 55 42 55 56 53 54 54 101 2 .00 .00 .00 .70 .00 .00 .20 .00 .00 45 392 719 763 802 985 1301 1681 1853 111 44 .00 .00 .60 .00 .90 .00 .00 .00 .00 106 58. 57. 46. 44. 56. 54. 54. 56. 54. .00 ,00 .00 00 .00 .00 00 00 70 45 474 734 775 805 1021 1376 1685 1908 .00 .00 .00 .00 .00 .00 .00 .00 .00 56 58 45 46 58 54 54 54 55 .00 .00 .89 .00 .00 .00 .00 .00 .30 112 568 734 784 827 1097 1453 1753 1963 .00 .00 .50 .00 .00 .00 .00 .00 .00 02AUGOO 16:18:04 PAGE P NC u ET XI PI CI X3m• BT BTm BT H BT BT •GRw |U GR GR GR ^ GR• GR GR P GR U GR P ^|| XI CI X3 P • BT BT E BT BT GR E GR GR GR _ GR P • GR GR P GR Ml NC P ET b XI CIm X3 ET m X1 ta ci X3 pi GR * "GR .016 27.15 763 10 -15 58.0 56.5 58.0 44.9 47.4 58.0 54.0 54.0 54.0 27.16 763 10 -15 58.0 56.5 58.0 44.9 47.4 58.0 54.0 54.0 54.0 0.04 .016 45 43.96 643 734 739 787 802.9 .00 211.00 643.00 739.00 787.00 844.00 1173.00 1529.00 1758.00 45 44.04 643 734 739 787 802.9 .00 211.00 643.00 739.00 787.00 844.00 1173.00 1529.00 1758.00 0.04 UPSTREAM FACE 27.17 763 10 28.04 795 10 59.0 55.2 57.7 44.04 7.1 36 44.16 .00 125.00 515.00 0.025 9.1 643 0.035 58 58 58 58 58 58.00 57.00 56.00 44.00 49.50 56.00 52.30 54.00 53.30 9.1 643 0.035 58 58 58 58 58 58.00 57.00 56.00 44.00 49.50 56.00 52.30 54.00 53.30 0.025 9.1 OF RANCHO 0.035 9.1 747 0.035 60.00 55.60 58.00 827 2 44. 47. 44. 310. 718. 743. 791. 885. 1225. 1605. 1788. 58 55 90 44 55 00 00 00 00 50 00 00 00 00 827 44. 47. 44. 310. 718. 743. 791. 885. 1225. 1605. 1788. 2 58 55 90 44 55 00 00 00 00 50 00 00 00 00 CARLSBAD WOODEN 2 839 73. 180. 605. 2 00 00 00 1 2 718 734.5 739 791.5 805 62.00 57.00 5S.OO 42.50 55.00 56.00 53.20 54.00 54.00 50 2 718 734.5 739 791.5 805 62.00 57.00 55.00 43.30 55.00 56.00 53.20 54.00 54.00 1 44 58 58 58 58 58 45.00 392.00 719.60 763.00 802.90 985.00 1301.00 1681.00 1853.00 50 44 58 58 58 58 58 45.00 392.00 719.60 763.00 802 . 90 985.00 1301.00 1681.00 1853.00 1 56 55 55 49.57 55 58.00 57.00 46.00 44.00 56.00 54.00 54.00 56.00 54.70 50 56 55 55 49.57 55 58.00 57.00 46.00 44.00 56.00 54.00 54.00 56.00 54.70 719.6 734.5 787 791.5 827 45.00 474.00 734.00 775.00 805.00 1021.00 1376.00 1685.00 1908.00 719.6 734.5 787 791.5 827 45.00 474.00 734.00 775.00 805.00 1021.00 1376.00 1685.00 1908.00 643 58 58 58 58 58 56.00 58.00 45.89 46.00 58.00 54.00 54.00 54.00 55.30 643 58 58 58 58 58 56.00 58.00 45.89 46.00 58.00 54.00 54.00 54.00 55.30 643 827 55 45.89 55 55 58 112.00 568.00 734.50 784.00 327.00 1097.00 1453.00 1753.00 1963.00 827 55 45.89 55 55 58 112.00 568.00 734.50 784.00 827.00 1097.00 1453.00 1753.00 1963.00 827 PLANK BRIDGE 1 2 64 2 64.00 56.00 58.00 1 44 67 44 74.00 235.00 686.00 1 686 64 60.00 56.60 56.00 883 74.00 329.00 729.00 747 58.00 57.10 54.00 839 82.00 422.00 747.00 02AUGOO 16:18:04 PAGE m mm m m mmmfmmi ma p m m to p m m m m m m m m m m m to m M" mm^^w m GR GR GR GR GR NC ET XI CI GR GR GR GR GR GR GR GR NC ET XI CI X3 GR GR ET SC XI X2 X3 BT BT BT NC BT XI GR GR GR ET XI GR GR GR GR GR GR 46.0 58.0 56.0 56.0 54.7 29.18 803 60.5 59.0 58.0 46.0 48.0 58.0 59.3 58.3 0.04 10270 10 60 57.5 3.012 10317 10 -8 .035 10375 70 58.4 48 10460 75 56 47 58.7 58 58 766.00 839.00 1155.00 1595.00 1990.00 36 44.32 .00 198.00 563.00 780.00 830.00 1163.00 1558.00 1985.00 0.04 7 300 .5 206.3 300 .035 7.1 15 470 1000 1067 7.1 . 28 335 567 855 1308 1732 44.00 58.00 56.00 56.00 .00 9.1 752 0.035 61.00 58.00 58.00 44.50 58.00 58.00 59.60 .00 0.030 9.1 206.3 57.1 60 9.1 2.6 2 60 59 58 33.4 1012 56 57.4 57.8 25.4 544 60 57 48 58.5 57.5 60 788.00 883.00 1236.00 1675.00 .00 .4 850 2 99.00 255.00 648.00 800.00 850.00 1258.00 1639.00 .00 243.9 180 390 56.5 60 56.5 57.5 .1 1086 510 1012 1086 597 35 430 577 946 1408 1764 43.60 56.00 56.00 56.00 .00 .6 107 2 65.00 57.40 58.00 44.50 58.00 58.00 59.80 .00 89 45.5 11 47 58 150 243.9 390 .3 58 54 46 58 95 59 58 58 58.4 57.1 70 795.00 910.00 1329.00 1755.00 .00 121 44 100.00 343.00 733.00 803.00 872.00 1353.00 1720.00 .00 100 .01 206.3 12 47 58 59 60 58 660 1031 1190 75 110 524 597 1036 1508 1832 44.00 56.00 56.00 56.00 .00 114 61.00 56.80 56.00 44.50 58.00 58.50 60.00 .00 94 45.5 47 47 58 56.5 60 470 58 56 45.2 58.5 75 85 58 56 58.4 58.3 56.6 802.00 992.00 1422.00 1835.00 .00 100.00 430.00 752.00 810.00 969.00 1415.00 1800.00 .00 57 243.9 10.1 58 206.3 243.9 1420 870 1042 1300 930 185 544 681 1127 1607 46.00 56.00 56.00 55.30 .00 755 60.00 58.00 48.00 46.00 58.00 59.10 59.20 .00 180 57 57.5 135 45.5 58 58 58 57 46.2 60 57 48 58.8 58.1 57.3 312.00 1073.00 1515.00 1913.00 .00 847 140.00 477.00 770.00 823.00 1066.00 1477.00 1893.00 .00 274 275 320 45.5 45.5 45.5 970 1053 1630 260 557 764 1218 1670 02AUGOO 16:18:04 PAGE m m Pi•• M m m m m jfe..n mm m m p to IP hi •i ^ M ~ M m m ET XI GR GR GR GR GR GR BT XI GR GR GR GR ET XI GR GR GR GR GR GR ET XI GR GR GR GR GR ET XI GR GR GR GR ET NC XI GR GR GR GR 10620 75 58.4 50 58.7 57.5 60 10810 75 48.9 60 57.3 10980 75 52 54 60.2 57 70 11185 75 52 60.3 60.8 62 11340 75 52 62.7 80 11490 90 62.5 60 66 7.1 27 391 542 871 1345 1670 7.1 19 410 999 1392 7.1 26 217 265 627 1022 1342 7.1 22 260 389 807 1222 16 247 421 765 17 236 338 545 11.4 S02 60 58 58 58.5 57.1 70 5.4 385 60 50 58 58 5.4 185 70 50 60 60.2 56 5.4 237 65 50.2 60.7 60.6 70 8.4 233 65 50.8 63.1 5.4 .06 290 66 62 64 90 555 35 480 555 968 1430 1750 475 45 414 1097 1457 279 87 232 279 711 1087 312 27 272 466 889 1262 282 35 254 490 .1 338 55 290 360 605 165 59.6 58 58.5 58.3 56.6 190 60 50 57.5 60 170 65 49.6 60.5 60.1 57 200 63.5 52 61 60.4 145 64.4 52 63.5 .3 110 64 52 64.5 110 124 502 616 1066 1515 200 385 434 1174 1487 170 124 237 377 794 1152 210 99 279 542 970 165 101 263 569 190 72 310 407 150 160 59.2 50 59 58.2 57.3 180 190 52 58 57.1 70 1 170 60 50 60.4 60 58 1 205 62 54 60.9 60.2 155 63.8 62 64 150 63.5 51.7 65 920 213 515 676 1163 1579 820 399 457 1251 1567 670 167 245 461 877 1217 720 170 292 631 1051 167 282 648 127 318 453 58.8 48.2 58.8 58 58 50 60 56.6 60 52 60.3 58 60 60 60 60.9 60 62 62.4 70 63 52 65.5 302 528 774 1260 1642 402 475 1327 185 249 544 957 1252 237 312 719 1132 233 352 672 181 325 499 02AUGOO 16:18:04 PAGE 10 P ETi XI p <* t GR GR P ^ ET m X1m GR GR P jLj GR GR pp. ** -1 ET PI XI ||GR GR P <* ET n X1 GR P GR ||GR GR P SR QT ETP h xi GR PI QJJ |g OR PI ET , XI GR GR ET 11650 90 65 52.7 68 ET 11920 71.6 68 67.2 67.3 56 70.7 ET 12100 73 68 68.2 56.8 ET 12340 76 70 70.5 70 71 2 ET 12590 82 60.3 83 ET 12710 86 62 17 227 411 587 27 344 630 892 1109 1285 1435 19 240 733 918 25 45 260 538 815 927 8025 11 35 565 710 10 57 580 5.4 9.1 380 68 64.7 54 78 10.4 9.1 1265 70.9 67.8 67.1 67.5 55 72 6.4 9.1 898 72.3 68 68.3 58 9.4 9.1 815 72 69.6 71 60 72 8025 3.4 9.1 490 72 62 7.4 9.1 533 72 70 432 52 278 417 620 1325 401 686 940 1152 1293 1490 965 54 468 785 925 872 90 312 595 830 981 595 70 572 593 113 593 185 66 64.3 64 400 70.2 67.7 67.1 67.8 56 140 71.5 68.1 68.1 70 180 68 69.7 71.6 59.2 73 250 72 72 120 72 72 135 74 329 432 225 459 741 982 1195 1300 185 108 521 842 965 262 135 368 653 840 1036 250 490 595 120 533 636 3 160 65.7 64 65.3 10 270 69.5 67.5 67 66.9 68 5 180 70.8 68.1 68 76 3 240 68 69.9 72.1 60 74 2 250 70 74 3 120 62 74 125 65.3 176 380 54 405 484 66.7 536 516 68.7 573 796 67.4 844 1024 67 1065 1230 66 1265 1325 69.3 1380 162 70 215 627 68.2 680 898 58 910 980 185 69 223 424 70 480 710 71.1 763 845 70 872 1090 84 1140 520 62 552 635 76 675 563 60.7 573 678 84 698 02AUGOO 16:18:04 PAGE 11 m m p m IP M p m §« * ••. M It Pi -. to P* HI P* to p* ta PI (M HI *** ten BT XI GR GR GR ET XI GR GR GR GR NC XI GR GR GR XI GR GR GR ET XI GR GR ET ET XI XI GR GR GR GR ET XI GR GR GR ET 12910 98 62 100 ET 13340 93 74.8 72 79.2 ET 13600 90 68 83.7 ET 13740 82 72 78 ET 13860 84 75 ET 13880 ET 14040 89.5 76 82.5 90 ET 14190 90 78 84 11 20 485 635 19 54 300 413 634 12 105 359 13 95 220 10 170 16 165 420 543 785 13 145 275 493 4.4 9.1 455 74 72 10.4 10.4 348 78 74 75 79.6 .06 9.1 65 82 74 85.6 10.4 80 80 71 80 5.4 9.1 135 82 76 10.4 9.1 8.4 9.1 365 86 75.7 83 12.4 9.1 195 86 82 87 508 70 508 446 108 348 446 686 155 15 155 418 175 20 140 250 295 35 220 495 220 430 590 345 169 305 525 220 74 74 435 77.2 66 78 80 250 78 77 135 78 72 84 160 80 78 20 115 84.7 76 83.5 145 82 86 90 195 455 518 410 156 378 478 738 285 65 198 144 52 160 270 60 100 295 20 215 269 445 638 160 195 345 557 2 200 62 75 430 76.4 65.9 78.4 92 260 68 80 140 76 74 120 78 80 20 3 160 83.3 80 84 1 150 78 86 475 61.4 480 549 76 580 204 75.6 252 383 66 388 530 78.8 582 783 95 67.7 100 240 81.9 300 70 74 80 175 76 195 .707 135 76 155 348 85 395 317 82 365 460 82 495 685 87 735 225 77 245 355 84 410 m to pi m m m p m P m P m m m anIf1 * m mm pm m* IH p» L P" MM f" IH F-y *• ta HP* IH MP* IM 02AUGOO ET XI GR GR OR ET XI GR GR NC -ET XI GR GR GR XI GR OR GR XI OR GR GR QT ET NC XI CI X3 GR GR GR GR GR GR QT ET XI CI GR GR GR ET 14430 120 86 90 ET 14900 100 92 ET 15200 99 88 98 ET 15360 102 96 97 ET 15560 104 99.5 100 2 0.04 -5.1 284 10 43.58 32.09 32.09 40 35.1 42 2 5.11 286.02 43.58 32.09 32.09 16:18:04 12 160 375 10 200 12 64 217 427 15 38 186 352 13 78 276 420 9608 7.1 0.04 29 34.59 0 177.84 224.36 263.98 290.42 331.58 1474 7.1 29 34.83 0 177.84 224.36 10.4 9.1 50 88 85 100 5.4 9.1 75 90 93 10.4 9.1 157 98 94 100 9.1 216 100 90 98 10.4 314 102 99 102 9608 9.1 0.035 158.02 0.035 43.58 32.09 38.01 38.01 36 40 1474 9.1 158.02 0.035 43.58 32.09 38.01 160 50 198 430 142 40 247 .2 250 97 250 445 291 61 216 387 420 125 314 466 .1 307.67 2 0.39 180.0 236.20 274.58 292.22 336.34 307.67 2 0.39 180.0 236.20 235 82 84 485 86 94 .4 325 96 96 175 99.3 88 100 175 101.3 98.5 106 .3 83 2 42 32.09 40 36 38.01 38 80 2 42 32.09 40 255 85 235 440 75 293 225 115 295 140 99 256 421 165 163 352 500 45 18 158.02 190.00 240.18 279.82 297.32 367.74 80 17 158.02 190.00 240.18 240 80 84 470 84 95 1 300 88 96.7 2 160 98.7 90 101 200 100.7 98 0 60 40 32.09 42 35.1 40 36 260.67 80 40 32.09 42 PA' 100 82 135 295 87 335 110 86 142 339 96 385 157 86.5 190 339 97.3 383 137 98 175 291 96 316 466 102 511 200 100 237 390 97 395 320 158 308 162.02 38.00 166.02 200.00 32.09 220.36 244.18 42 260.67 281.62 35.1 286.02 301.85 42 307.67 386.12 320. 260.67 308. 162.02 38.00 166.02 200.00 32.09 220.36 244.18 42 260.67 PAGE 12 m p m p M p m P k PI in pi M M M P* p* tag P» L_ m -HI •• PM ^ GR GR GR ET XI CI X3 GR GR GR GR ET XI CI X3 GR GR GR GR BT XI CI GR GR GR ET XI CI X3 GR GR GR GR GR ET XI CI X3 GR GR GR GR j^nuvuu 40 35.1 42 310 137 10 42 38.01 40 42 400 178 10 44.37 37.4 42 42 490 102 45 38 45 580 238.67 10 45.61 40 38.01 51.35 41.89 750 206.31 10 47.69 40 42 45.44 263 290 331 35 ±a : ui .98 .42 .58 17 .17 0 132.3 153 .93 181.1 35 171 188 214 35 36 227 244 269 403 36 197 222 18 .48 0 .31 .88 .29 11 .84 0 102 125 21 .18 0 .29 .04 .72 .65 9.1 20 .98 0 .02 .42 260 38.01 36 40 9.1 120.1 0.035 43.7 36.7 42 39.83 9.1 155.52 0.035 44 37.4 44.6 40.94 10.4 84 0.035 44 38 10.4 219.24 0.035 45.5 38.01 40 45.35 183.63 0.035 46.3 38.3 44 44.65 274.58 292.22 336.34 170 2 28 134.92 160.3 264.59 200 2 125 177.42 200 227.47 119 2 84 106 269.62 2 125 233.3 249.7 269.82 226.10 2 80 198.72 226.08 270 36 38.01 38 94 2 43.9 36.7 43.6 102.11 2 42 37.4 50.6 40.87 109 2 42 40 100 2 45.3 37.95 42 44 228 2 46 38.3 50 44.2 279.82 35.1 281.62 297.32 40 301.85 367.74 36 386.12 115 107 9 80 42 120.1 140.88 36.7 146.83 170 49.6 170.1 106.86 105.83 9 155.52 40 163.52 179.29 38.01 180.49 200.1 44.6 200.2 302.37 113 111 4 87 40 91 110 42 114 107 104 9 205 44 219.24 233.42 37.95 238.67 252.93 44 255.29 278.96 42.87 296.02 246.32 238.08 4 180 44 183.63 206.31 38.3 213.89 226.09 SO 226.10 309.28 44.34 342.38 F*» 35.1 286.02 42 307.67 120 170.1 40 128.2 38.01 149.43 43.6 170.2 155 200 38.01 170.11 40 184.16 44 210 38 97 44 119 42 222.76 37.95 243.92 45.35 269.62 42 313.62 0 226.10 42 189.41 40 215.59 44 226.11 44.34 342.85 PAGE 13 p k p m I I P m Pa^ p m Pn Hm E' pi P1^ P ^ H P" IK -ta M 02AUGOO XI CI X3 GR GR GR GR XI CI X3 GR GR GR OR GR ET XI CI X3 GR GR GR GR ET XI CI GR GR GR ET XI CI GR GR GR XI GR GR GR XI GR GR GR 1000 158.92 10 47.86 42 40 44 1230 184.28 10 48.95 48 40 42 47.7 1470 216.92 10 50.77 44 42 54.12 1810 194.71 51.65 46 44 2100 54.5 46.0 52 2420 56.5 48 50 2700 56.2 47.5 54 16:18:04 19 37.66 3.13 149.08 165.96 185.02 24 38.27 0 80.88 178.55 194.77 240 7.1 19 39.2 0 206.48 222.59 250.1 15 40.31 0 185.8 205.05 13 186 207 222 15 157 179.5 192 14 255 274.25 291 142.26 0.035 47.2 40 42 46.09 159.5 0.035 48.95 48.01 39.7 46 46 9.1 190 0.035 49.3 42 44 '54.12 9.1 182.41 0.035 50.01 43 46.01 10.4 192 54 46.0 54 164.5 56 46.5 52 260 56 47.5 56 179.45 2 40 151.88 177.07 205 202.86 2 1.16 159.5 179.15 202.86 255.16 250.00 2 100 211.25 225.74 250.2 215.94 2 100.48 186.41 209.45 222 192 209 232 198 164.5 182.25 194 295 260 276.25 295 198.2 2 47.4 39.1 44 44.9 232.09 2 48 46 39.7 46 46 278.11 2 48.7 40.4 46.01 48.13 356.57 2 49.93 43 48.01 285 52 46.0 60 315 54 46.5 54 282 54 47.5 56.3 199.3 4 125 153.68 179.45 297.22 231.15 4 50.94 165.5 1S4.28 210 259.81 255.21 4 190 214.45 229.47 250.4 340.74 4 115.73 188.41 211.95 285 .01 196 211 232.5 315 170 184.25 198 282 265 278.25 302 200.3 46 142.26 39.1 158.92 44 185 44.9 300.45 233.74 47.81 66.74 44 169.17 39.7 189.4 52 210.01 47.3 316.9 0 250.1 265.53 48 197 40.4 216.92 48 235.39 50 356.05 350.45 49.6 155 43 194.71 50.01 215.94 285 50 199.5 48 215 315 52 174.6 46.5 186.25 55.2 208 282 52 268 50 283.5 63 302.1 PA( 44 146.28 39.1 164.16 50 185.01 47.81 68.72 42 173.66 40 190 46 210.02 197 250 46.01 201.68 40.4 219.39 48.12 250 183.1 216 48.01 182.41 43 203.05 52 263.54 48 203 50 219 50 177 48 189 62 208.1 50 269 52 287 H 02AUGOO 16:18:04 PAGE 15 ^ff M fPWE P fci^y P m P m P m m Hi P H XI GR GR GR NC ET XI GR GR GR ET XI GR GR ET XI GR 2980 58.4 50 52 0.075 3240 59.5 60 58.7 3530 68 61 3730 61.47 15 148 198 211.2 0.06 9.1 13 0 128 234 9.1 9 0 107 9.1 5 0 183 58 48.5 54 0.075 9.1 81 59.3 59 59 9.1 83 66 62 9.1 30 61.47 217.5 183 201.25 214.6 .1 190 45 145 277 175 4 126 41.83 30 292 56 48.5 56 .3 300 59.5 60 59.5 290 65.3 62.3 200 61.47 292 190 203.25 217.5 240 62 163 330 290 24 175 200 36 292 54 193.5 48.5 205.25 57 227 260 60 81 60.5 176 290 64 58 62.5 206 200 61.47 41.83 52 195.5 50 208.5 63 227.1 45 318 61 106 60 190 55 174 62 83 30 41.83 61.47 65 P to mm m P to m m 02AUGOO 16:18:04 PAGE 16 P1 p iifai • Pi P m P In IP m P m mM^m m fa m •_ SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL *PROF 1 CRITICAL DEPTH TO BE CCHV- .100 CEHV- • SECNO 78.900 78.900 5.60 9115.0 .0 .00 .00 .007002 0. * SECNO 84.300 84.300 4.29 9115.0 .0 .02 .00 .008093 500. •SECNO 6000.000 3280 CROSS SECTION CWSEL CRIWS WSELK EG HV QCH QROB ALOB ACH AROB VCH VROB XNL XNCH XNR XLCH XLOBR ITRIAL IDC ICONT CALCULATED AT ALL CROSS SECTIONS .300 24.60 23.88 25.01 25.23 .63 9029.5 85.5 .0 1407.1 31.9 6.42 2.68 .000 .040 .040 0. 0. 0 16 5 28.29 27.63 .00 29.02 .73 9115.0 .0 .0 1332.1 .0 6.84 .00 .000 .040 .000 500. 500. 2 14 0 6000.00 EXTENDED .66 FEET 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 36.80 ELREA- 6000.000 6.26 8680.0 .0 .03 .00 .012070 240. 30.66 28.66 .00 31.18 .52 8680.0 .0 .0 1499.3 .0 5.79 .00 .000 .080 .000 220. 240. 250 HL OLOSS L-BANK VOL TWA R-BANK HTN ELMIN SSTA CORAR TOPWID ENDST .00 .00 30.00 .0 .0 23.00 .000 19.00 27.01 .00 512.95 539.96 3.76 .03 30.00 15.9 5.6 30.00 .000 24.00 31.35 .00 454.59 485.94 32.20 2.14 .02 36.80 23.1 7.5 32.20 .000 24.40 38.57 .00 312.10 350.67 •SEGNO 6260.000 3280 CROSS SECTION 6260.00 EXTENDED .75 FEET PI 3302 WARMING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.68 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-39.30 ELREA-34.10 6260.000 8680.0 .05 .004284 8.25 .0 .00 260. 32.75 8680.0 3.69 260. 27.94 .0 .00 260. .00 .0 .000 2 32.96 2355.3 .100 11 .21 .0 .000 0 1.75 34.6 .000 .00 .03 9.4 24.50 315.86 39.30 34.10 40.26 356.11 m m m^j \J4t\\J\3V\J SECNO Q TIME SLOPE AO : 1.0 : DEPTH QLOB VLOB XLOBL : \jt CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELM IN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 17 •SECNO 6560.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-41.20 ELREA-35.80 PI m 6560.000 8680.0 .07 .003955 8.99 .0 .00 300. 33.99 8680.0 3.63 300. 28.88 .0 .00 300. .00 .0 .000 3 34.20 2391.0 .100 14 .20 .0 .000 0 1.23 50.9 .000 .00 .00 11.5 25.00 309.19 41.20 35.80 15.55 324.74 •SECNO 6720.000 pi P m 3495 OVERBANK 6720.000 8680.0 .08 .006753 AREA ASSUMED NON-EFFECTIVE. ELLEA- 9.19 .0 .00 160. 34.69 8680.0 4.91 160. 29.85 .0 .00 160. .00 .0 .000 2 42.10 ELREA- 35.06 1768.6 .100 11 .37 .0 .000 0 37.10 .81 58.5 .000 .00 .05 12.5 25.50 215.32 42.10 37.10 14.25 229.57 •SECNO 6960.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .64 m P ^ 6960.000 8680.0 .09 .016500 10.68 .0 .00 240. 36.68 8680.0 7.89 240. 32.70 .0 .00 240. .00 .0 .000 2 37.65 1099.8 .100 15 .97 .0 .000 0 2.41 66.4 .000 .00 .18 13.4 26.00 125.86 41.50 37.20 7.77 133.62 • •SECNO 7210.000 3280 CROSS SECTION 7210.00 EXTENDED 1.47 FEET m 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.49 7210.000 9060.0 .10 .008044 11.17 .0 .00 250. 39.67 9060.0 7.02 250. 35.13 .0 .00 250. .00 .0 .000 2 40.44 1290.2 .080 14 .77 .0 .000 0 2.77 73.3 .000 .00 .02 14.2 28.50 144.11 40.00 38.20 25.89 170.00 02AUGOO 16:18:04Pm mm SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACT XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR PAGE 18 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST i •SEGNO .001 CHIMP CLSTA- 74.50 CELCT- EXCAVATIOH DATA AEX- 188.2SQ-FT VEXR- 31.60 BW-82.00 STCTL-11.00 STCHR-127.97 . OK*CU-YD VEXT-.OK*CU-YD 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 16.5 125.5 TYPE- 1 TARGET- 109.000mm DOWNSTREAM FACE OF EL CAMINO REAL BRIDGE IH .001 7.03 38.63 38.63 .00 41.81 3.18 .58 9608.0 .0 9608.0 .0 .0 671.4 .0 75.3 P .10 .00 14.31 .00 .000 .025 .000 .000 ||| .005270 100. 90. 70. 0 14 0 .00 .72 100000.00 14.5 100000.00 31.60 19.20 106.30 125.50 •SEGNO .010 CHIMP CLSTA- 74.50 CELCH- EXCAVATION DATA AEX- 188.2SQ-FT VEXR- 31.60 BW-82.00 STCHL- . OK*CU-YD VEXT- 11.00 STCHR- 127.97 .OK*CU-YD 3370 NORMAL BRIDGE, NRD- 17 MIN ELTRD-45.80 MAX ELLC-43.30 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED P 3470 ENCROACHMENT STATIONS- 16.5 .010 7.40 39.00 39.00 9608.0 .0 9608.0 .0 Hi .10 .00 14.52 .00 .007292 1. 1. 1. 125.5 TYPE- 1 TARGET- .00 42.27 3.28 .0 661.6 .0 .000 .025 .000 0 20 0 109.000 .01 .03 100000.00 75.3 14.5 100000.00 .000 31.60 16.99 -49.28 108.51 125.50 •SEGNO 1.100 CHIMP CLSTA- 79.00 CELCH- 31.60 BW- 87.00 STCTL- 22.55 STCHR- EXCAVATIOK DATA AEX- 190.0SQ-FT VEXR- .8K*CU-YD VEXT- .8K*CU-YD 133.50 02AUGOO 16:18:04 PAGE 19 m « fa M b SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR HSELK ALOB XNL ITRIAL EG ACT XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR E OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.61 3370 NORMAL BRIDGE, NRD- 18 MIN ELTRD-45.80 MAX ELLC-43.30 3470 ENCROACHMENT STATIONS- 24.5 133.5 TYPE- UPSTREAM FACE OF EL CAM I NO REAL BRIDGE 1 TARGET-109.000 m mm m m p» *• IM m 1.100 9608.0 .11 .002821 • SECNO 1.110 CHIMP CLSTA- 9.64 .0 .00 110. 79. 41.24 9608.0 10.37 110. ,00 CELCH- 38.65 .00 42.91 1.67 .0 .0 926.9 .0 .00 .000 .025 .000 110. 4 15 0 31.60 BW- 87.00 STCHL- 22.55 .47 77.3 .000 -64.19 STCHR- .16 100000.00 14.7 100000.00 31.60 24.50 109.00 133.50 133.50 EXCAVATION DATA AEX- 190 . 3302 WARNING: OSQ-FT VEXR- CONVEYANCE CHANGE 3470 ENCROACHMENT STATIONS- _ M' m m an m 1.110 9608.0 .11 .001418 •SECNO 2.000 9.99 .0 .00 1. 41.59 9608.0 9.33 1. 3470 ENCROACHMENT STATIONS- . OK*CU-YD VEXT- . 8K*CU-YD OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1 24.5 133.5 TYPE- 1 TARGET- 38.34 .00 42.94 1.35 .0 .0 1029.8 .0 .00 .000 .025 .000 1. 2 19 0 1.0 149.4 TYPE- 1 TARGET- .41 109.000 .00 77.4 .000 .00 148.400 .03 100000.00 14.7 100000.00 31.60 24.50 109.00 133.50 IMPROVED CHANNEL m ^^i• 2.000 9608.0 .11 .001594 9.93 .0 .00 70. 41.63 9605.7 9.62 70. 38.86 .00 43.07 1.44 2.3 .0 998.5 2.0 1.15 .000 .025 .040 75. 2 15 0 .11 79.0 .000 .00 .03 42.00 14.9 40.00 31.70 28.78 120.62 149.40 p m P k mm 02AUGOO SECNO Q TIME SLOPE 16:18:04 DEPTH CWSEL CRIWS WSELK EG QLOB QCH QROB ALOB ACH VLOB VCH VROB XNL XNCH XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR HTN ELMIN SSTA ICONT CXIRAR TOPWID ENDST PAGE 20 •SEGNO 2.500 3280 CROSS SECTION 2.50 EXTENDED .30 FEET 3301 HV CHANGED MORE THAN HVINS P M 3470 ENCROACHMENT STATIONS- IP 2.500 9.49 41.29 ^ 9608.0 .0 9604.2 .11 .002667 .00 75. 11.89 90. 1.0 149.0 TYPE- 1 TARGET. 39.75 .00 43.48 2.19 3.8 .0 807.9 2.4 1.57 .000 .025 .040 105. 2 15 0 148.000 .18 .23 80.9 15.1 .000 31.80 .00 104.52 42.50 40.00 44.48 149.00 •SECNO 2.900 |H 3301 HV CHANGED MORE THAN HVINS P Kl 3470 ENCROACHMENT STATIONS- IMPROVED CHANNEL 2.900 8.94 40.84 9608.0 .0 9608.0 .11 .00 14.41 .004516 80. 80. 1.0 149.0 TYPE.1 TARGET-148.000 40.54 .0 .00 80. .00 .0 .000 3 44.06 667.0 .025 11 3.22 .0 .000 0 .27 82.2 .000 .00 .31 15.3 31.90 93.39 42.00 42.00 44.32 137.71 •SECNO 3.000 m m 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.47 3470 ENCROACHMENT STATIONS- 40.0 3.000 10.68 42.68 40.45 9608.0 9.3 9598.7 .0 .11 .82 10.63 .00 .002079 70. 75. 80. 320.0 TYPE. 1 TARGET- .00 44.43 1.75 11.4 903.4 .0 .040 .025 .000 4 11 0 280.000 .22 .15 83.6 15.5 .000 32.00 .00 145.96 42.00 43.00 146.27 292.23 pft mn U^nUlxVV SECNO Q TIME SLOPE xo : J.O • DEPTH QLOB VLOB XLOBL ; u«» CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR PAGE 21 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST P •SECNO 5.100 CHIMP CLSTA- EXCAVATION DATA AEX- 53.2SQ-FT 284.00 CELCH- VEXR- 34.59 BH» .3K«CU-YD 18.00 STCHL-158.02 STCHR-307.82 VEXT- IP 3280 CROSS SECTION tt 5.10 EXTENDED 7.65 FEET 3301 HV CHANGED MORE THAN HVINS 1.1K*CU-YD 3470 KHC8OACHMENT STATIONS- 1.0 320.0 TYPE- 1 TARGET. 319.000 AGUA HEDIONDA CONFLUENCE WITH CALAVERAS CREEK 5.100 11.56 43.65 40.42 .00 44.65 1.00 .14 9608.0 231.9 9327.3 48.8 135.2 1147.6 20.1 85.2 .12 1.72 8.13 2.43 .040 .035 .040 .000 .002605 83. 60. 45. 3 15 0 .00 .08 42.00 15.9 42.00 32.09 1.00 319.00 320.00 P i•SECNO 6.210 CHIMP CLSTA- 511.00 CELCH- EXCAVATION DATA AEX-187.5SQ-FT VEXR- 32.26 BW- .5K*OJ-YD 45.00 STCHL-467.69 STCHR- VEXT-1.6K*CU-YD 565.00 3301 HV CHANGED MORE THAN HVINS P 3495 OVKRBANK AREA ASSUMED NON-EFFECTIVE,42.66 ELREA-44.00 AGUA HEDIONDA Q100 - 7600 CFS ^bP IH p m 6.210 8049.0 .12 . 003620 11.33 6.4 1.34 113. 43.59 40.90 8042.6 .0 10.13 .00 121. 125. .00 4.8 .040 2 45.19 793.7 .035 15 1.59 .0 .000 0 .36 88.1 .000 .00 .18 16.5 32.26 106.12 42 44 457 563 .66 .00 .46 .58 •SECNO 7.580 CHIMP CLSTA- EXCAVATION DATA AEX- 274.3SQ-FT 553.00 CELCH- VEXR- 32.46 BW- 1.2K*CU-YD 49.00 STCHL-507.00 STCHR- VEXT.2.8K*OJ-YD 600.75 02AUGOO 16:18:04 PAGE 22 pfa PIfa pfa pfa Mi M m m P to P fa to PI to Pfa p • PI to p*i ** IM p« SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL 3280 CROSS SECTION CWSEL CRIWS WSELK EG HV HL OLOSS QCH QROB ALOB ACH AROB VOL TWA VCH VROB XNL XNCH XNR WTN ELMIN XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 7.58 EXTENDED .36 FEET L-BANK R-BANK SSTA ENDST 3470 ENCROACHMENT STATIONS- 415.0 665.0 TYPE. 1 TARGET. 250.000 7.580 11.89 8049.0 112.0 .12 2.12 .002539 120. *SECNO 9.150 CHIMP CLSTA. 552. EXCAVATION DATA AEX. 260.9SQ-ET 3265 DIVIDED FLOW 3280 CROSS SECTION 9.150 12.06 8049.0 38.2 .13 .99 .002771 145. * SECNO 12.200 CHIMP CLSTA. 540. EXCAVATION DATA AEX- 323.2SQ-FT 12.200 12.55 8049.0 82.2 .14 1.52 .002077 302. •SECNO 14.650 CHIMP CLSTA- 521. EXCAVATION DATA AEX- 338.7SQ-FT 14.650 12.77 8049.0 .0 .15 .00 .001835 245. 44.35 40.83 .00 45.63 1.28 .41 .03 7935.1 1.9 52.7 869.1 3.9 90.8 16.9 9.13 .50 .040 .035 .040 .000 32.46 137. 145. 2 15 0 .00 186.36 .00 CELCH- 32.69 BW. 47.00 STCHL- 500.00 STCHR- 599.58 VEXR. 1.6K*OJ-YD VEXT. 4.3K*CU-YD 9.15 EXTENDED .25 FEET 44.75 41.25 .00 46.06 1.30 .42 .01 8010.7 .0 38.6 872.3 .0 94.1 17.7 9.18 .02 .040 .035 .040 .000 32.69 157. 165. 2 15 0 .00 232.67 .00 CELCH. 33.15 BW- 50.00 STCHL- 493.00 STCHR- 590.83 VEXR- 3.3K*CU-YD VEXT- 7.6K*CU-YD 45.70 41.41 .00 46.80 1.10 .73 .02 7966.8 .0 54.2 940.1 .0 100.7 19.0 8.47 .00 .040 .035 .000 .000 33.15 305. 305. 2 14 0 .00 160.83 00 CELCH- 33.52 BW- 50.00 STCHL- 470.35 STCHR- 569.00 VEXR. 3.0K*CU-YD VEXT- 10.6K*CU-YD 46.29 41.76 .00 47.29 1.00 .48 .01 7899.1 149.9 .0 976.1 84.1 106.5 20.0 8.09 1.78 .000 .035 .040 .000 33.52 245. 245. 0 14 0 .00 196.48 42.00 44.08 442.90 629.26 44.00 44.73 .00 603.42 44.00 46.07 429.27 590.10 46.35 44.00 470.45 666.93 02AUGOO 16:18:04 PAGE 23 ill m m m |jta 1* to •M to PI to •- to P- SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL •SECNO 17.190 CHIMP CLSTA- 506. EXCAVATION DATA AEX. 272.6SQ-FT 17.190 12.79 8049.0 .0 .15 .00 .002410 254. •SECNO 19.830 CHIMP CLSTA. 495. EXCAVATION DATA AEX- 274.6SQ-FT 19.830 13.13 8049.0 .0 .16 .00 .001962 266. CWSEL QCH VCH XLCH ,00 CELCH- VEXR- 46.68 8004.3 8.82 254. 00 CELCH- VEXR- 47.42 7986.7 8.26 264. CRIWS WSELK EG HV HL QROB ALOB ACM AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR 33.89 BW- 44.00 STCHL- 452.00 STCHR- 2.9K*CU-YD VEXT- 13.5K«OI-YD 42.64 .00 47.88 1.20 .53 44.7 .0 907.8 35.3 112.3 1.27 .000 .035 .040 .000 254. 2 19 0 .00 34.29 BW- 44.00 STCHL- 442.00 STCHR- 2.7K*CU-YD VEXT. 16.2K*OJ-YD 42.98 .00 48.47 1.05 .57 62.3 .0 966.3 45.2 118.3 1.38 .000 .035 .040 .000 262. 2 . 14 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 555.00 .06 48.00 21.1 46.00 33.89 456.20 165.18 621.39 542.00 .01 48.00 22.1 46.00 34.29 443.07 171.22 614.29 •SECNO 21.510 CHIMP CLSTA. 574.00 CELCH- 34.54 BW. 44.00 STCHL- 520.00 STCHR- 637.00 EXCAVATION DATA AEX- 321.9SQ-FT VEXR- 1.9K«CU-YD VEXT. 18.0K*CU-YD 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-48.00 ELREA-46.20 21.510 8049.0 .IT .001716 13.46 .0 .00 185. 48.00 7721.6 7.35 168. 43.21 327.4 1.41 150. .00 .0 .000 2 48.80 1050.5 .035 14 .81 231.6 .040 0 .31 122.6 .000 .00 .02 23.3 34.54 480.10 48.00 46.20 520.01 1000.10 •SECNO 22.810 CHIMP CLSTA- 670.00 CELCH- 34.73 BW. 44.00 STCHL- 610.00 STCHR- 715.00 EXCAVATION DATA AEX- 349.1SQ-FT VEXR- 1.6K*CU-YD VEXT- 19.6K*CU-YD P M P || pi U^MUUUU xo:i.t SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL 1 : u^ CWSEL QCH VCH XLCH CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTO XLOBR ITRIAL IDC I CO NT CORAR OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPHID ENDST 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 50.00 ELREA- 46.00 m m ^ p H IF IH p- ta 22.810 13.49 8049.0 .0 .17 .00 .001544 137. •SECHO 25.410 CHIMP CLSTA- 752, EXCAVATION DATA AEX- 430.3SQ-FT 25.410 13.40 8049.0 .0 .18 .00 .002004 253. 48.22 7407.2 7.42 130. .00 CELCH- VEXR- 48.52 8049.0 8.08 260. 43.48 .00 49.02 .79 .21 641.8 .0 998.7 329.6 126.5 1.95 .000 .035 .040 .000 127. 1 14 0 .00 35.12 BW- 44.00 STCHL- 677.00 STCHR- 3.8K*CU-YD VEXT- 23.4K»CU-YD 43.93 .00 49.54 1.01 .46 .0 .0 996.4 .0 133.5 .00 .000 .035 .000 .000 265. 2 14 0 .00 .00 50.00 24.8 46.00 34.73 614.12 529.85 1143.98 803.76 .07 54.00 26.7 50.00 35.12 692.97 107.84 800.81 PAGE 24 *SEOJO 25.860 CHIMP CLSTA- 761.00 CELCH- EXCAVATION DATA AEX- 45.0SQ-FT VEXR- 43.83 BW-44.00 STCHL- 708.00 STCHR- .4K*CU-YD VEXT-23.8K*CU-YD 3280 CROSS SECTION 25.86 EXTENDED .29 FEET 797.03 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS-338.0 1188.0 TYPE.1 TARGET-850.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-54.00 ELREA.50.85 2S.860 8049.0 .18 .006716 9.99 .0 .00 48. 52.29 7983.1 12.82 45. 52.29 65.9 1.62 52. .00 .0 .000 0 54.82 622.8 .035 12 2.53 40.6 .040 0 .15 134.3 .000 .00 .46 26.9 42.30 214.19 54.00 50.85 712.58 926.77 16:18:04pk mit pm pI, P Pfa ta y «• - P- ""• P p mi IB . UAAUUUU io : io : ut SEGNO DEPTH CWSEL CRIWS WSELK EG HV HL Q . QLOB QCH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR I TRIAL IDC ICONT CORAR •SEGNO 27.140 CHIMP CLSTA- 763.00 CELCH- 43.96 BW- 44.00 STCHL- 643.00 STCHR- EXCAVATION DATA AEX. 64.1SQ-FT VEXR- .2K*OJ-YD VEXT- 24.0K«CU-YD 3301 HV CHANGED MORE THAN HVINS 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 58.00 ELREA- 58.00 DOWNSTREAM FACE OF RANCHO CARLSBAD WOODEN PLANK BRIDGE 27.140 9.98 52.68 52.31 .00 55.80 3.12 .80 8049.0 .0 8049.0 .0 .0 568.2 .0 135.8 .19 .00 14.17 .00 .000 .035 .000 .000 .008644 101. 106. 111. 2 8 0 .00 •SEGNO 27.150 CHIMP CLSTA- 763.00 CELCH- 43.96 BW- 44.00 STCHL- 643.00 STCHR- EXCAVATION DATA AEX- 64.1SQ-FT VEXR- .OK*CU-YD VEXT- 24.0K*CU-YD 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 15 MIN ELTRD- 58.00 MAX ELLC- 58.00 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA- 58.00 ELREA- 58.00 27.150 10.16 52.66 52.66 .00 56.41 3.75 .01 8049.0 .0 8049.0 .0 .0 517.7 .0 135.8 .19 .00 15.55 .00 .000 .035 .000 .000 .016328 1. 1. 1. 0 15 0 -51.37 •SECNO 27.160 CHIMP CLSTA- 763.00 CELCH- 44.04 BW- 44.00 STCHL- 643.00 STCHR- OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 827.00 .18 58.00 27.2 58.00 42.70 723.30 79.16 802.46 827.00 .19 58.00 27.2 58.00 42.50 723.35 79.05 802.40 827.00 PAGE 25 02AUGOO 16:18:04 PAGE 26 H p m SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VRO8 XLOBR HSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR EXCAVATION DATA AEX- 60.6SQ-FT VEXR-. 1K*OJ-YD VEXT.24.1K*CU-YD OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 15 MIN ELTRD- 58.00 MAX ELLC- 58.00 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-58.00 ELREA-58.00 27.160 8049.0 .19 .008694 11.57 .0 .00 50. 54.87 8049.0 12.09 SO. 52.91 .0 .00 50. .00 .0 .000 4 57.14 665.7 .035 15 2.27 .0 .000 0 .58 136.5 .000 -71.24 .15 27.3 43.30 87.30 58.00 58.00 719.35 806.65 *SECNO 27.170 CHIMP CLSTA. 763.00 CELCH- EXCAVATION DATA AEX- 60.6SQ-FT VEXR- 44.04 BW-44.00 STCHL. 643.00 STCHR- . OK*CU-YD VEXT.24.1K*CU-YD 827.00 3280 CROSS SECTION 27.17 EXTENDED .38 FEET •» 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.65 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-58.00 ELREA-58.00 UPSTREAM FACE OF RAHCHO CARLSBAD WOODEN PLANK BRIDGE 27.170 12.39 55.69 52.44 .00 57.22 1.53 .00 8049.0 .0 8049.0 .0 .0 809.7 .0 136.5 .19 .00 9.94 .00 .000 .035 .000 .000 .003208 1. 1. 1. 3 15 0 .00 .07 58.00 27.3 58.00 43.30 717.71 90.58 808.29 *SECNO 28.040 CHIMP CLSTA-795.00 CELCH.44.16 BW-44.00 STCHL-747.00 STCHR-844.68 m m n H UAWJVUU SEGNO Q TIME SLOPE I.O : xo : DEPTH QLOB VLOB XLOBL : ut CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR PAGE 27 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST m m EXCAVATION DATA AEX- 117.0SQ-FT VEXR- 3280 CROSS SECTION 28.04 EXTENDED .2K*CU-YD VEXT- 1.40 FEET 24.3K*CU-YD 3470 ENCROACHMENT STATIONS-686.0 883.0 TYPE-1 TARGET- 197.000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-54.00 ELREA-58.00 P8FmWf 28.040 8049.0 .19 .002647 12.50 40.1 2.02 64. 56.10 8008.9 9.27 64. 52.59 .0 .00 67. .00 19.9 .040 2 57.43 863.6 .035 19 1.33 .0 .000 0 .19 137.8 .000 .00 .02 27.5 43.60 113.98 54.00 58.00 726.90 840.88 Hi CCHV- .400 CEHV- .600 *SECNO 29.180 RH CHIMP CLSTA- 803.00 CELCH- i EXCAVATION DATA AEX- 72.1SQ-FT VEXR- 44.32 BW- .4K*CU-YD 44.00 STCHL-752.00 STCHR. VEXT-24.7K*CU-YD 852.36 29.180 8049.0 .19 002792 12.08 .5 .67 107. 56.40 8048.5 9.31 114. 52.91 .0 .00 121. .00 .8 .040 2 57.75 865.0 .035 19 1.34 .0 .000 0 .31 140.1 .000 .00 .01 27.7 44.32 100.98 56.00 58.00 748.18 849.16 •SECNO 10270.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 10270.000 11.51 57.01 8049.0 932.9 6035.9 .20 6.21 13.94 .003048 89. 94. 57.01 1080.3 6.29 100. .00 150.2 .040 0 59.43 432.9 .030 13 2.42 171.7 .040 0 .27 141.8 .000 .00 .64 28.0 45.50 93.54 45.50 45.50 180.20 273.74 02AUGOO 16:13:04 PAGE 28 SECNO DEPTH CWSEL 0 QLOB QCH TIME VLOB VCH SLOPE XLOBL XLCH :iAL CULVERT CUNO CUNV ENTLC 3 .012 .50 CRIWS QROB VROB XLOBR COFQ 2.60 WSELK XNL ITRIAL RDLEN .00 EG ACH XNCH IDC RISE 11.00 HV AROB XNR ICONT SPAN 12.00 HL VOL WTN CORAR CULVLN 47.00 OLOSS TWA ELMIN TOPWID CHRT 10 L-BANK ELEV R-BANK ELEV SSTA ENDST SOL. ELCHU 1 45.50 ELCHD 45.50 CHART 10 - BOX CULVERT; 90 -DEGREE HEADWALL; CHAMFERED OR BEVELED INLET EDGES SCALE 1 - INLET EDGES CHAMFERED 3/4-INCH 5130, EGIC- 69. 68.. MAY BE TOO LARGE IF INLET CONTROLS. *SECNO 10317.000 SPECIAL CULVERT INLET CONTROL * WEIR FLOW, EG 60.66 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO > 1.61 SPECIAL CULVERT M •I H m m EGIC 69.68 10317.000 8049.0 .20 .001169 EGOC 66.95 14.10 1358.6 3.29 47. H4 1.23 59.60 5243.3 9.89 47. QWEIR 2807. .00 1447.1 3.77 47. QCULV 5214. .00 412.7 .040 3 VCH 9.888 60.66 530.2 .030 0 ACULV 396.0 1.06 384.1 .040 0 ELTRD 58.00 1.23 142.9 .000 .00 WEIRLN 390. .00 28.2 45.50 350.99 45.50 45.50 24.69 375.68 p CCHV- .100 CEHV- .300 •SECNO 10375.000 3280 CROSS SECTION 10375.00 EXTENDED .70 FEET m 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.54 3470 ENCROACHMENT STATIONS- 470.0 10375.000 15.50 60.70 56.96 8049.0 4540.7 2696.7 811.6 .20 1.73 3.21 1.03 .000182 58. 58. 58. 1420.0 TYPE- 1 TARGET* .00 60.78 .08 2624.8 840.4 790.4 .035 .030 .035 3 10 0 950.000 .02 .10 146.7 29.0 .000 45.20 .00 923.41 57.40 57.80 496.58 1420.00 P m i^wii 02AUGOO SEGNO Q TIME SLOPE 16:18 DEPTH QLOB VLOB XLOBL :04 CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPHID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 29 P •SEGNO 10460.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO .51 3470 ENCROACHMENT STATIONS- 75.0 10460.000 13.61 60.61 59.24 8049.0 3802.8 2995.2 1251.0 .21 2.53 5.69 1.82 .000692 95. 85. 75. 930.0 TYPE- 1 TARGET- .00 60.85 .24 1503.9 526.4 688.7 .035 .030 .035 2 17 0 855.000 .03 .05 153.8 30.8 .000 47.00 .00 855.00 56.00 58.00 75.00 930.00 m P •SEGNO 10620.000 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 150.0 10620.000 12.12 60.32 60.32 8049.0 1719.7 4600.6 1728.7 .22 3.01 9.85 2.91 .002434 165. 160. 110. 920.0 TYPE- 1 TARGET- .00 61.24 .92 571.4 467.2 593.2 .035 .030 .035 0 13 0 770.000 .18 .20 58.00 161.1 33.5 58.00 .000 48.20 150.00 .00 770.00 920.00 kg 'SEGNO 10810.000 7185 MINIMUM SPECIFIC ENERGY IP 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 180.0 10810.000 12.37 61.27 61.27 8049.0 646.5 6312.7 1089.8 .22 2.49 9.29 2.49 .002530 190. 190. 200. 820.0 TYPE- 1 TARGET. .00 62.34 1.07 259.6 679.6 437.0 .035 .030 .035 050 640.000 .48 .05 167.8 36.6 .000 48.90 .00 640.00 60.00 60.00 180.00 820.00 m •SEGNO 10980.000 3470 ENCROACHMENT STATIONS- 1.0 10980.000 12.14 61.74 61.42 8049.0 109.9 6572.3 1366.8 .23 2.48 8.77 2.44 .002053 170. 170. 170. 670.0 TYPE- 1 TARGET- .00 62.73 .99 44.3 749.2 559.7 .035 .030 .035 2 10 0 669.000 .39 .01 60.00 173.1 38.9 60.00 .000 49.60 152.03 .00 517.97 670.00 PAGE 30 Iff H DPI m SEGNO Q TIME SLOPE •SEGNO 11185 DEPTH QLOB VLOB XLOBL .000 CWSEL GRIHS HSELK EG HV HL OLOSS QCH QROB ALOB ACH AROB VOL TWA VCH VROB XNL XNCH XNR WTN ELMIN XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK R-BANK SSTA ENDST 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 1.0 720.0 TYPE- 1 TARGET- 719.000 HP m m m pll (PP m ^•gPI m m M PI g| |Pi w III ii PI in IP m 11185.000 8049.0 .24 . 002754 12.08 226.1 2.58 200. 62.28 62.28 .00 63.43 1.15 .49 .05 5806.9 2016.0 87.6 583.1 650.7 179.5 41.4 9.96 3.10 .035 .030 .035 .000 50.20 205. 210. 0 6 0 .00 563.22 60.00 60.00 156.78 720.00 •SEGNO 11340.000 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 11340.000 8049.0 .24 .002547 14.10 557.8 2.81 145. CCHV- .100 CEHV- •SECNO 11490.,000 3301 HV CHANGED MORE 11490.000 8049.0 .25 .003277 •SEGNO 11650. 14.35 3495.5 5.13 110. 000 3301 HV CHANGED MORE 3302 WARNING: 11650.000 8049.0 .26 .009986 64.90 64.90 .00 66.05 1.15 .42 .00 5037.0 2454.2 198.5 476.7 707.9 184.4 43.6 10.57 3.47 .035 .030 .035 .000 50.80 155. 165. 0 13 0 .00 605.56 .300 THAN HVINS 66.05 64.86 .00 66.54 .50 .43 .07 3443.3 1110.2 681.4 524.5 283.3 189.4 45.5 6.57 3.92 .035 .060 .035 .000 51.70 150. 190. 4 10 0 .00 .490.22 THAN HVINS 62.00 62.00 46.04 651.60 62.00 60.00 54.89 545.12 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .57 13.81 2801.0 6.03 185. 66.51 66.49 .00 67.61 1.10 .88 .18 4543.0 705.0 464.3 458.5 124.2 194.3 47.4 9.91 5.68 .035 .060 .035 .000 52.70 160. 135. 0 10 0 .00 460.68 64.00 64.00 68.36 529.04 02AUGOO 16:18:04 PAGE 31 IH SECNO Q TIME SLOPE •SECNO 11920, DEPTH QLOB VLOB XLOBL .000 3301 HV CHANGED MORE 3302 WARNING: 11920.000 8049.0 .28 .003655 •SECNO 12100. 12100.000 8049.0 .28 .004945 CWSEL QCH VCH XLCH THAN HVINS : CONVEYANCE CHANGE 14.16 4614.2 3.82 400. 000 13.00 4877.8 4.25 140. 69.16 3383.7 6.18 270. 69.80 3171.2 6.35 180. CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OUTSIDE OF ACCEPTABLE RANGE, KRATIO > 1.65 68.51 .00 69.54 .38 1.86 51.1 1208.3 547.3 28.6 205.5 1.79 .035 .060 .035 .000 225. 2 6 0 .00 69.24 .00 70.21 .42 .66 .0 1146.9 499.8 .0 211.5 .00 .035 .060 .000 .000 185. 2 13 0 .00 OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST .07 66.00 52.8 68.00 55.00 540.04 834.15 1374.19 .01 68.00 55.5 70.00 56.80 217.48 746.86 964.34 •SECNO 12340.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12340.000 11.73 8049.0 4075.4 .29 6.20 .011106 180. *SECNO 12590.000 12590.000 13.16 8025.0 2830.7 .30 4.58 .007033 250. 70.93 3910.3 9.34 240. 73.46 5132.5 7.25 250. 70.93 63.3 2.68 262. 73.06 61.8 2.89 250. .00 657.5 .035 0 .00 618.3 .035 2 71.89 418.8 .060 14 74.10 707.6 .060 9 .96 23.6 .035 0 .64 21.4 .035 0 1.47 217.8 .000 .00 2.18 224.9 .000 .00 .16 58.5 59.20 636.41 .03 61.9 60.30 559.38 70 70 102 922 72 72. 64, 624, .00 .00 .07 .98 .00 .00 .88 .26 02AUGOO 16:18:04 PAGE 32 m m •H m SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL •SECNO 12710.000 CWSEL CRIWS WSELK EG HV HL QCH QROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR WIN XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 3302 WARMING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.51 DM 11 m tai pm •I •» — MNM 12710.000 13.60 8025.0 3992.2 .31 4.09 .003077 120. •SECNO 12910.000 3301 HV CHANGED MORE 74.30 73.34 .00 74.66 .36 .53 3139.2 893.5 976.8 547.1 196.6 229.1 5.74 4.54 .035 .060 .035 .000 120. 120. 2 9 0 .00 THAN HVINS 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 12910.000 14.08 75.48 75.48 .00 76.52 1.03 1.03 8025.0 3033.4 4680.0 311.6 573.8 482.7 59.0 235.9 .32 5.29 9.70 5.28 .035 .060 .035 .000 .009187 220. 200. 195. 0 9 0 .00 •SECNO 13340.000 3301 HV CHANGED MORE THAN HVINS .03 72.00 63.5 70.00 60.70 103.80 574.80 678.60 .20 74.00 66.1 72.00 61.40 66.91 497.11 564.02 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.58 MP m m il P* IH *M 13340.000 12.57 8025.0 3128.7 .34 5.27 .003701 435. •SECNO 13600.000 3301 HV CHANGED MORE 78.47 76.81 .00 78.96 .49 2.39 4626.0 270.3 593.2 780.1 77.4 248.6 5.93 3.49 .035 .060 .035 .000 430. 410. 3 14 0 .00 THAN HVINS .05 74.00 70.7 75.00 65.90 106.31 432.78 539.09 •H 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 •N IN <VM 13600.000 11.67 8025.0 34.2 .35 2.91 .007824 250. 79.37 77.59 .00 80.51 1.14 1.36 6287.5 1703.3 11.7 724.8 205.7 255.8 8.67 8.28 .035 .060 .035 .000 260. 285. 3 19 0 .00 .20 78.00 72.5 74.00 67.70 47.87 183.31 231.18 02AUGOO 16:18:04 PAGE 33 m m m m SEGNO Q TIME SLOPE •SEGNO 13740 DEPTH QLOB VLOB XLOBL .000 3301 HV CHANGED MORE m m P* HteuM Ml 3302 WARNING 13740.000 8025.0 .35 .003731 •SEGNO 13860 CHSEL CRIWS WSELK EG HV HL QCH QROB ALOB ACH AROB VOL VCH VROB XNL XNCH XNR WTN XLCH XLOBR ITRIAL IDC ICONT CORAR THAN HVINS OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.45 9.67 1066.2 5.97 135. .000 t™ 3301 HV CHANGED MORE M* 7185 MINIMUM 80.67 77.93 .00 81.30 .63 .73 5276.4 1682.5 178.6 826.4 256.5 259.3 6.39 6.56 .035 .060 .035 .000 140. 144. 2 14 0 .00 THAN HVINS .05 74.00 73.2 74.00 71.00 13.28 240.08 253.36 SPECIFIC ENERGY m* 3720 CRITICAL DEPTH ASSUMED m »• .. 13860.000 8025.0 .36 .022111 •SEGNO 13880 6.43 800.7 9.60 160. .000 Hk> 3301 HV CHANGED MORE DM* -•M m m mm •M """ 3302 WARNING 13880.000 8025.0 .36 .008704 •SEGNO 14040. 14040.000 8025.0 .36 .012227 81.43 81.43 .00 83.21 1.78 .86 6155.0 1069.3 83.4 569.6 97.7 262.0 10.81 10.95 .035 .060 .035 .000 120. 60. 0 19 0 .00 THAN HVINS .35 78.00 73.8 78.00 75.00 37.93 217.59 255.52 : CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.59 7.59 1218.6 7.44 20. .000 8.57 551.7 5.86 115. 82.59 81.44 .00 83.55 .96 .26 5456.3 1350.2 163.8 700.9 156.6 262.4 7.78 8.62 .035 .060 .035 .000 20. 20. 4 5 0 .00 84.27 84.01 .00 85.24 .97 1.69 5990.6 1482.7 94.1 709.2 242.9 266.3 8.45 6.10 .035 .060 .035 .000 160. 215. 3 8 0 .00 .08 78.00 73.9 78.00 75.00 17.48 245.75 263.23 .00 82.00 75.2 82.00 75.70 283.66 405.88 689.54 02AUGOO 16:18:04IP n mm Ml m pi hi m m <•• tm -h. SECNO Q TIME SLOPE •SECNO 14190. 14190.000 8025.0 .37 .008372 •SECNO 14430. 14430.000 8025.0 .38 .007741 •SECNO 14900. DEPTH QLOB VLOB XLOBL 000 9.03 326.3 6.18 145. 000 7.93 .0 .00 235. 000 ta 3301 HV CHANGED MORE •_ km *** 14900.000 8025.0 .39 .013022 7.88 1653.3 11.56 485. km CCHV- .200 CEHV. P» ^ HI M L,•I M *" iM m^W •SECNO 15200. 15200.000 8025.0 .40 .010755 •SECNO 15360. 15360.000 8025.0 .40 .007416 •SECNO 15560. 7185 MINIMUM 000 9.19 1655.0 10.68 325. 000 9.40 1296.6 9.43 175. 000 SPECIFIC CWSEL OCH VCH XLCH 86.03 6338.0 7.29 150. 87.93 3463.0 6.33 240. THAN HVINS 91.88 4712.5 10.22 470. .400 95.69 6244.6 9.45 300. 97.40 5552.0 8.81 160. ENERGY CRIWS QROB VROB XLOBR 84.98 1360.7 5.50 160. 87.00 4562.0 8.18 255. 91.41 1659.2 9.91 440. 94.25 125.4 3.93 225. 95.54 1176.4 8.09 140. WSELK EG HV HL OLOSS ALOB ACH AROB VOL TWA XNL XNCH XNR HTN ELM IN ITRIAL IDC ICONT CORAR TOPWID ,00 86.78 .76 1.52 .02 52.8 869.6 247.5 270.2 76.5 .035 .060 .035 .000 77.00 2 11 0 .00 345.84 .00 88.79 .86 1.98 .03 .0 547.3 557.9 276.6 78.4 .000 .060 .035 .000 80.00 3 14 0 .00 296.98 .00 93.58 1.69 4.54 .25 143.1 461.3 167.4 286.5 80.8 .035 .060 .035 .000 84.00 2 10 0 .00 166.42 .00 97.13 1.45 3.50 .05 155.0 660.7 31.9 292.0 81.9 .035 .060 .035 .000 86.50 3 5 0 .00 171.26 .00 98.61 1.21 1.43 .05 137.5 630.3 145.5 295.2 82.5 .035 .060 .035 .000 88.00 2 11 0 .00 187.86 L-BANK R-BANK SSTA ENDST 82.00 86.00 168.82 514.66 88.00 86.00 50.41 347.40 86.00 86.00 32.46 198.88 88.00 94.00 116.65 287.92 90.00 90.00 178.28 366.14 3720 CRITICAL DEPTH ASSUMED *" (to *_ 15560.000 8025. 0 .41 .017818 5.47 3976.3 10.07 175. 102.47 3551.5 8.34 200. 102.47 497.2 7.25 165. .00 103.78 1.31 2.06 .04 395.1 425.8 68.6 299.1 83.7 .035 .060 .035 .000 97.00 0 14 0 .00 356.04 99.00 100.00 113.95 470.00 PAGE 34 02AUGOO 16:18:04 PAGE 35pi m SECNO DEPTH P Q QLOB |U TIME VLOB SLOPE XLOBL P ™ CCHV- .100 CEHV. •SECNO -5.100 W START TRIB COMP Hi -5.100 5.100 CHIMP CLSTA- 284. P EXCAVATION DATA JW AEX- 53.2SQ-FT _ 3280 CROSS SECTION P " -5.100 11.56 9608.0 232.9 P* .41 1.72 fell .002631 83. L *SECNO 5.110 CHIMP CLSTA- 286. p, EXCAVATION DATA AEX- 41.9SQ-FT km 3280 CROSS SECTION 3301 HV CHANGED MORE Ml CWSEL CRIWS WSELK EG QCH QROB ALOB ACH VCH VROB XNL XNCH XLCH XLOBR ITRIAL IDC .300 43.648 00 CELCH- 34.59 BW- 18.00 STCHL- VEXR- .1K*CU-YD VEXT- -5.10 EXTENDED .07 FEET 43.65 .00 .00 44.66 9375.1 .0 135.3 1147.6 8.17 .00 .040 .035 60. 45. 0 0 02 CELCH- 34.83 BW- 17.00 STCHL- VEXR- . 1K*CU-YD VEXT- 5.11 EXTENDED 8.68 FEET THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, P m™ 3470 ENCROACHMENT STATIONS" 260.7 320.0 TYPE- 1 5.110 12.58 ** 1474.0 .0 HI .42 .00 .000690 80. 44.67 39.87 .00 44.90 1425.4 48.6 .0 360.9 3.95 1.63 .000 .035 80. 80. 2 19 HV HL OLOSS L-BANK AROB VOL TWA R-BANK XNR HTN ELMIN SSTA ICONT CORAR TOPWID ENDST 158.02 STCHR- 307.82 24 . 9K*OI-YD 1.01 .33 1.77 42.00 .0 300.7 84.2 42.00 .000 .000 32.09 .00 0 .00 307.82 307.82 158.02 STCHR- 308.86 25.0K*CU-YD KRATIO - .30 TARGET- 59.330 .24 .17 .08 100000.00 29.8 302.3 84.6 42.00 .040 .000 32.09 260.67 0 .00 59.33 320.00 H p •SECNO 310.000 CHIMP CLSTA- 137.00 CELCH- 35.17 BW- EXCAVATION DATA AEX-43.1SQ-FT VEXR-.2K*CU-YD 9.00 STCHL-118.71 STCHR- VEXT-25.2K*OJ-YD 170.10 in m 02AUGOO 16:18:04 PAGE 36 PI m SEOJO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACT XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 3280 CROSS SECTION 310.00 EXTENDED 4.95 FEET p • 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA. 42.07 ELREA- 49.47 IP 310.000 9.61 44.78 41.07 .00 44.99 III 1474.0 259.3 1214.7 .0 174.8 305.6 .43 1.48 3.97 .00 .040 .035 pi .000904 94. 107. 115. 2 14 m .21 .08 .00 42.07 .0 303.3 84.8 49.47 .000 .000 35.17 .00 0 .00 170.02 170.02 *SECNO 400.000 CHIMP CLSTA- 178.00 CELCH- 35.48 BW- 9.00 STCHL- 155.52 STCHR- EXCAVATION DATA AEX» 69.7SQ-FT VEXR- .2K*CU-YD VEXT- 25.4K*OJ-YD 200.68 3280 CROSS SECTION 400.00 EXTENDED 4.12 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.58 400.000 1474.0 .44 .000363 9.51 129.5 .80 102. 44.99 721.6 2.59 106. 41.64 622.9 1.69 107. .00 161.5 .040 2 45.06 278.4 .035 14 .07 367.6 .040 0 .06 304.9 .000 .00 .01 85.4 35.48 302.37 42.00 44.57 .00 302.37 m •SEGNO 490.000 CHIMP CLSTA- 102.00 CELCH- EXCAVAT10N DATA AEX-32.1SQ-FT VEXR- 35.84 BW-4.00 STCHL-83.67 STCHR- .2K*CU-YD VEXT-25.6K*CU-YD 120.98 3301 HV CHANGED MORE THAN HVINS || 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .28 490.000 1474.0 .44 .004707 8.62 8.5 .96 109. 44.46 1465.5 7.92 111. 42.90 .0 .03 113. .00 8.9 .040 2 45.43 185.0 .035 8 .97 .1 .040 0 .10 306.2 .000 .00 .27 85.9 35.84 76.72 44.00 44.33 45.07 121.78 P M 02AUGOO 5:18:04 PAGE 37 m m SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACT XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR •SECHO 580.000 CHIMP CLSTA- EXCAVATION DATA AEX- 41.1SQ-FT 3280 CROSS SECTION 238.67 CELCH- VEXR- 36.18 BW- . 1K*CU-YD 9.00 STCHL-218.37 STCHR- VEXT-25.8K«CU-YD OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 269.75 580.00 EXTENDED 3.40 FEET |U 3495 OVERBANK m P• 580.000 1474 . 0 .45 . O02493 AREA ASSUMED NON-EFFECTIVE, ELLEA- 9.11 10.7 1.33 100. 45.29 42.31 1463.3 .0 5.85 .00 104. 107. .00 8.1 .040 3 44.08 El 45.82 250.0 .035 19 JIEA- .53 .0 .000 0 49.47 .35 306.7 .000 .00 .04 86.0 36.18 63.93 44.08 49.47 205.08 269.01 P *SBCNO 750.000 CRIMP CLSTA- 206.31 CELCH- P EXCAVATION DATA AEX-8.8SQ-FT VEXR- 36.98 BW-4.00 STCHL- 183.63 STCHR. .2K*OI-YD VEXT-26.0K*CU-YD 226.11 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-44.00 ELREA-100000.00 P M 75O.OOO 1474 . 0 .46 .002340 8.86 4.7 1.55 228. 45.84 1469.3 6.07 238. 43.34 .0 .00 246. .00 3.0 .040 2 46.41 242.2 .035 19 .57 .0 .000 0 .57 308.1 .000 .00 .01 44.00 86.3 100000.00 36.98 45.77 180.31 226.08 •SECNO 1000.000 CHIMP CLSTA- 158.92 CELCH- 37.66 BW- P EXCAVATION DATA IH AEX- 17.6SQ-FT VEXR- . 1K*CU-YD 4.00 STCHL- 139.85 STCHR- VEXT- 26.1K*CU-YD 3280 CROSS SECTION 1000.00 EXTENDED 1.42 FEET 185.01 349S OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-46.20 ELREA-49.71 10OO.OOO 1474 . 0 .47 .OO3166 8.66 .0 .02 198. 46.32 1474.0 6.48 200. 44.27 .0 .00 199. .00 .1 .040 0 46.98 227.6 .035 19 .65 .0 .000 0 .54 309.2 .000 .00 .02 86.5 37.66 46.69 46.20 49.71 138.31 185.00 PI m m 02AUGOO 16:18:04 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR PAGE 38 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST m m •SECNO 1230.000 CHIMP CLSTA- EXCAVATION DATA AEX- 9.8SQ-FT 184.28 CELCH- VEXR- 38.27 BW- .1K*CU-YD 4.00 STCHL-159.50 STCHR- VEXT-26.2K*CU-YD 210.01 |H 349S OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-48.01 ELREA-50.14 1230.000 1474.0 .48 .004043 8.83 .0 .00 232. 47.10 1474.0 6.89 234. 45.12 .0 .00 231. .00 .0 .000 2 47.83 214.0 .035 16 .74 .0 .000 0 .83 310.3 .000 .00 .03 86.8 38.27 47.78 48.01 50.14 162.22 210.00 •SECNO 1470.000 P* CHIMP CLSTA- 216.92 CELCH- ||j EXCAVATION DATA AEX- 33.5SQ-FT VEXR- 39.20 BW-4.00 STCHL- 190.00 STCHR. .2K*CU-YD VEXT-26.4K*CU-YD 250.00 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE, ELLEA-48.70 ELREA.48 . 12 1470.000 1474.0 .49 .005519 9.10 .0 .00 278. 48.30 1474.0 7.16 266. 46.30 .0 .00 255. .00 .0 .000 5 49.10 205.8 .035 11 .80 .0 .000 0 1.25 311.6 .000 .00 .02 87.1 39.20 56.02 48.70 48.12 193.98 250.00 PJ *SECNO 1810.000 jj^ CHIMP CLSTA. 194.71 CELCH- 40.31 BW- 4.00 STCHL- 176.64 STCHR- EXCAVATION DATA AEX- 41.6SQ-FT VEXR- .5K*CU-YD VEXT- 26.9K*CU-YD 216.13 PI 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.41 1810.000 1474.0 .50 .002757 9.47 30.6 1.56 357. 49.78 1443.4 6.56 350. 47.24 .0 .00 341. .00 19.6 .040 2 50.44 220.1 .035 19 .65 .0 .000 0 1.33 313.4 .000 .00 .01 87.7 40.31 82.65 48.34 50.02 133.01 215.66 02AUGOO 16:18:04 PAGE 39 PI * M M Hi m SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL •SECNO 2100.000 3301 HV CHANGED MORE CWSEL QCH VCH XLCH THAN HVINS CRIWS WSELK EG HV HL QROB ALOB ACH AROB VOL VROB XNL XNCH XNR WTN XLOBR ITRIAL IDC ICONT CORAR OLOSS L-BANK TWA R-BANK ELMIN SSTA TOPWID ENDST 7185 MINIMUM SPECIFIC ENERGYm m PI m am M m m 3720 CRITICAL DEPTH ASSUMED 2100.000 7.22 1474.0 .0 .51 .00 .011907 285. •SECNO 2420.000 3301 HV CHANGED MORE 53.22 1463.4 11.61 285. THAN HVINS 3302 WARNING: CONVEYANCE CHANGE PI cm tm <- tm PI m m m pi m m 2420.000 9.95 1474.0 1.2 .52 .81 .003471 315. •SECNO 2700.000 3280 CROSS SECTION 2700.000 9.94 1474.0 13.6 .53 2.03 .002714 282. •SECNO 2980.000 2980.000 9.76 1474.0 1.8 .55 .58 .003575 292. 56.45 1416.7 7.34 315. 53.22 .00 55.29 2.08 1.43 10.6 .0 126.1 3.7 314.6 2.87 .000 .035 .040 .000 285. 0 15 0 .00 OUTSIDE OF ACCEPTABLE RANGE, KRATIO > 1.85 54.29 .00 57.26 .81 1.84 56.1 1.5 192.9 18.5 315.9 3.03 .040 .035 .040 .000 315. 2 8 0 .00 .43 54.00 88.1 52.00 46.00 193.57 34.51 228.08 .13 56.00 88.4 54.00 46.50 157.77 50.24 208.02 2700.00 EXTENDED 1.24 FEET 57.44 1441.6 6.77 282. 58.26 1422.4 7.35 292. 54.86 .00 58.14 .70 .86 18.7 6.7 213.1 9.0 317.3 2.07 .040 .035 .040 .000 282. 3 19 0 .00 55.97 .00 59.08 .81 .91 49.9 3.1 193.6 16.8 318.8 2.97 .040 .035 .040 .000 292. 2 15 0 .00 .01 56.00 88.7 56.00 47.50 255.00 47.02 302.02 .04 58.00 89.1 56.00 48.50 159.84 67.18 227.02 CCHV-.100 CEHV-.300 02AUGOO 16:18:04 PAGE 40 mm SECNO 0 TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR HSELK ALOB XNL I TRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST •SECNO 3240.000 3265 DIVIDED FLOW 3280 CROSS SECTION 3240.00 EXTENDED 1.19 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO -.34 3470 ENCROACHMENT STATIONS* 45.0 3240.000 1.98 60.68 60.56 1474.0 143.6 172.3 1158.1 •I .56 3.62 2.68 5.82 .030491 300. 260. 240. 318.0 TYPE. 1 TARGET. .00 61.13 .45 39.6 64.3 198.9 .075 .075 .060 2 21 0 273.000 2.01 .04 60.00 320.3 90.0 60.00 .000 58.70 45.00 .00 258.22 318.00 •SECNO 3530.000 |P 3280 CROSS SECTION m 3530.00 EXTENDED 2.75 FEET 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO 1.85 3470 ENCROACHMENT STATIONS' 55.0 *• 3530.000 4.25 65.25 63.78 ^g 1474.0 186.7 1287.3 .0 .58 3.12 4.15 .00 PI .008897 290. 290. 290. 174.0 TYPE- 1 TARGET. .00 65.50 .25 59.9 310.5 .0 .075 .075 .000 3 14 0 119.000 4.35 .02 62.00 322.5 91.3 100000.00 .000 61.00 55.00 .00 119.00 174.00 •SECNO 3730.000 3235 SLOPE TOO STEEP, EXCEEDS .10 m 3280 CROSS SECTION 3730.00 EXTENDED 3301 HV CHANGED MORE THAN HVINS 7.82 FEET 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 02AUGOO 16:18:04 PAGE 41P m Pu^ SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST j|^j 3470 ENCROACHMENT STATIONS- 30.0 41.8 TYPE- 1 TARGET- 11.830 ™ 3730.000 7.82 69.29 69.29 .00 73.23 3.94 4.46 1.11 61.47 H 1474.0 .0 1474.0 .0 .0 92.5 .0 323.6 91.6 100000.00 .58 .00 15.93 .00 .000 .075 .'000 .000 61.47 30.00 P .128053 200. 200. 200. 0 14 0 .00 11.83 41.83 mm mm P to PI P ^^ 02AUGOO 16:18:04 PAGE 42 PI H ifcMj THIS RUN EXECUTED 02AUGOO 16:18:04 HEC-2 HATER SURFACE PROFILES version 4.6.2; May 1991 PIIf NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST FILE:FEMA9.HC2 10/19/98J SUMMARY PRINTOUT TABLE 110 SEGNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC PI ito^ 78.900 24.60 84.300 28.29 6000.000 30.66 * 6260.000 32.75 6560.000 33.99 6720.000 34.69 * 6960.000 36.68 * 7210.000 39.67 .001 38.63 .010 1.100 1.110 2.000 39.00 41.24 41.59 41.63 2.500 41.29 2.900 40.84 3.000 42.68 -.41 25.23 512.95 .00 29.02 454.59 .00 31.18 312.10 .00 32.96 315.86 .00 34.20 309.19 .00 35.06 215.32 .00 37.65 125.86 .00 40.44 144.11 .00 41.81 106.30 .00 42.27 108.51 .00 42.91 109.00 .00 42.94 109.00 .00 43.07 120.62 .00 43.48 104.52 .00 44.06 93.39 .00 9029.54 85.45 .00 9115.00 .00 8680.00 .00 8680.00 .00 8680.00 .00 8680.00 .00 8680.00 .00 9060.00 .00 9608.00 .00 9608.00 .00 9608.00 .00 9608.00 .00 9605.69 .00 9608.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 500.00 .00 20.00 520.00 .00 25.00 355.00 .00 28.00 359.00 .00 .00 .00 .00 329.00 .00 234.00 .00 135.00 .00 25.00 170.00 .0 .0 .0 .0 .0 .0 .0 .0 .00 109.00 16.50 11.00 127.97 125.5 .00 109.00 16.50 11.00 127.97 125.5 .00 109.00 24.50 22.55 133.50 133.5 .00 109.00 24.50 22.55 133.50 133.5 2.31 148.40 1.00 28.00 147.00 149.4 .00 9604.17 3.82 148.00 1.00 42.00 146.40 149.0 .00 148.00 1.00 42.00 140.00 149.0 .00 44.43 145.96 9.34 9598.67 .00 280.00 40.00 180.00 293.00 320.0 5.100 43.65 .00 44.65 319.00 231.94 9327.27 48.79 319.00 1.00 158.02 307.82 320.0 02AUGOO 16:18:04 PAGE 43 SECNO CWSEL DIFKWS 6.210 43.59 7.580 44.35 9.150 44.75 12.200 45.70 14.650 46.29 17.190 46.68 19.830 47.42 21.510 48.00 22.810 48.22 25.410 48.52 * 25.860 52.29 27.140 52.68 * 27.150 52.66 27.160 54.87 * 27.170 55.69 28.040 56.10 29.180 56.40 * 10270.000 57.01 * 10317.000 59.60 * 10375.000 60.70 * 10460.000 60.61 * 10620.000 60.32 * 10810.000 61.27 10980.000 61.74 * 11185.000 62.28 .00 .00 .00 .00 .00 EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC 45.19 106.12 6.36 8042.64 .00 .00 .00 467.69 565.00 .0 .00 45.63 186.36 111.98 7935.08 1.94 250.00 415.00 507.00 600.75 665.0 .00 46.06 232.67 .00 .00 47.29 196.48 .00 47.88 165.18 .00 48.47 171.22 .00 48.80 480.10 ,00 49.02 529.85 .00 49.54 107.84 .00 54.82 214.19 .00 55.80 79.16 .00 56.41 79.05 ,00 57.14 87.30 .00 57.22 90.58 .00 57.43 113.98 40.06 8008.94 .25 .24 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 8010 7966 7899 8004 7986 7721 7407 8049 7983 8049 8049 8049 8049 .75 .76 .06 .27 .69 .57 .23 .00 .11 .00 .00 .00 .00 .00 .00 149.94 44.73 62.31 327.43 641.77 .00 65.89 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 850.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 338.00 .00 .00 .00 .00 500 493 470 452 442 520 610 677 708 643 643 643 643 .00 .00 .35 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 599. 590. 569. 555. 542. 637. 715. 803. 797. 827. 827. 827. 827. 58 83 00 00 00 00 00 76 03 00 00 00 00 .0 .0 .0 .0 .0 .0 .0 .0 1188.0 .0 .0 .0 .0 .00 197.00 686.00 747.00 844.68 883.0 .00 57.75 100.98 .51 8048.48 .00 59.43 93.54 932.86 6035.86 1080.28 60.66 350.99 1358.62 5243.27 1447.12 .00 .00 .00 .00 752.00 852.36 .0 .00 206.30 243.90 .0 .00 206.30 243.90 .0 60.78 923.41 4540.70 2696.68 811.61 950.00 470.00 1012.00 1086.00 1420.0 60.85 855.00 3802.84 2995.16 1251.00 855.00 75.00 544.00 597.00 930.0 .00 61.24 770.00 1719.75 4600.57 1728.68 770.00 150.00 502.00 555.00 920.0 .00 62.34 640.00 646.47 6312.75 1089.78 640.00 180.00 385.00 475.00 820.0 .00 62.73 517.97 109.93 6572.28 1366.79 669.00 1.00 185.00 279.00 670.0 .00 63.43 563.22 226.12 5806.89 2015.99 719.00 1.00 237.00 312.00 720.0 * 11340.000 64.90 .00 66.05 605.56 557.82 5036.95 2454.22 .00 .00 233.00 282.00 .0 02AUGOO 16:18:04 PAGE 44 SEGNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC 11490.000 66.05 * 11650.000 66.51 * 11920.000 69.16 12100.000 69.80 • 12340.000 70.93 12590.000 73.46 p. * 12710.000 74.30 * 12910.000 75.48 * 13340.000 78.47 * 13600.000 79.37 * 13740.000 80.67 pn * 13860.000 81.43 * 13880.000 82.59 14040.000 84.27 14190.000 86.03 14430.000 87.93 _ 14900.000 91.88 15200.000 95.69 15360.000 97.40 * 15560.000 102.47 -5.100 43.65 5.110 44.67 310.000 44.78 400.000 44.99 * 490.000 44.46 580.000 45.29 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 66 67 69 70 71 74 74 76 78 80 81 33 83 85 86 88 93 97 98 103 44 44 44 45 45 45 .54 .61 .54 .21 .89 .10 .66 .52 .96 .51 .30 .21 .55 .24 .78 .79 .58 .13 .61 .78 .66 .90 .99 .06 .43 .82 490 460 834 746 636 559 574 497 432 183 240 217 245 405 345 296 166 171 187 356 307 59 170 302 76 63 .22 .68 .15 .86 .41 .38 .80 .11 .78 .31 .08 .59 .75 .88 .84 .98 .42 .26 .86 .04 .82 .33 .02 .37 .72 .93 3495 2801 4614 4877 4075 2830 3992 3033 3128 34 1066 800 1218 551 326 1653 1655 1296 3976 232 259 129 8 10 .51 .02 .15 .78 .40 .66 .24 .35 .66 .17 .17 .69 .56 .72 .34 .00 .26 .03 .59 .29 .93 .00 .33 .54 .48 .69 3443. 4542. 3383. 3171. 3910. 5132. 3139. 4680. 4625. 6287. 5276. 6155. 5456. 5990. 6338. 3462. 4712. 6244. 5551. 3551. 9375. 1425. 1214. 721. 1465. 1463. 31 96 73 22 29 50 22 02 99 51 36 00 27 58 01 95 54 56 97 47 07 40 67 57 52 31 1110.18 705.02 51.12 .00 63.31 61.34 893.54 311.63 270.34 1703.32 1682.47 1069.30 1350.16 1482.71 1360.65 4562.04 1659.21 125.41 1176.44 497.24 .00 48.60 .00 622.89 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 320.00 59.33 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 260.67 .00 .00 .00 .00 290 380 1265 898 815 490 533 455 348 65 80 95 95 365 195 50 75 157 216 314 158 158 118 155 83 218 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .44 .44 .00 .00 .00 .00 .00 .00 .00 .02 .02 .71 .52 .67 .37 338 432 1325 965 872 595 593 508 446 155 175 208 208 495 345 160 142 250 291 420 307 308 170 200 120 269 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .57 .57 .00 .00 .00 .00 .00 .00 .00 .82 .86 .10 .68 .98 .75 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 320.0 320.0 .0 .0 .0 .0 IP m m kjjj m m 02AUGOO 16:18:04 SECNO CWSEL DIFKWS 7SO.OOO 45.84 1000.000 46.32 1230.000 47.10 1470.000 48.30 * 1810.000 49.78 * 2100.000 53.22 * 2420.000 56.45 2700.000 57.44 2980.000 58.26 * 3240.000 60.68 * 3530.000 65.25 .00 PAGE 45 EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENC 46.41 45.77 4.71 1469.29 ,00 226.10 .00 183.63 226.11 226.1 .00 46.98 46.69 .00 47.83 47.78 .00 49.10 56.02 .00 1474.00 .00 1474.00 .00 1474.00 .00 50.44 82.65 30.64 1443.36 .00 55.29 34.51 .00 .00 .00 .00 1463.39 10.61 .00 57.26 50.24 1.22 1416.69 56.09 .00 58.14 47.02 13.61 1441.64 18.75 .00 59.08 67.18 1.77 1422.36 49.87 .00 .00 .00 250.10 .00 .00 .00 .00 .00 .00 139.85 185.01 .0 .00 159.50 210.01 .0 .00 190.00 250.00 250.1 .00 176.64 216.13 .0 .00 192.00 222.00 .0 .00 164.50 198.00 .0 .00 260.00 295.00 .0 .00 183.00 217.50 .0 .00 61.13 258.22 143.64 172.27 1158.09 273.00 45.00 81.00 190.00 318.0 .00 65.50 119.00 186.72 1287.27 .00 119.00 55.00 83.00 175.00 174.0 * 3730.000 69.29 .00 73.23 11.83 .00 1474.00 .00 11.83 30.00 30.00 41.83 41.8 PAGE 46 FILE:FEMA9.HC2 10/19/98J |§ SUMMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN CWSEL CRIHS EG 10*KS VCH AREA .OIK 78.900 .00 P m 84.300 500.00 6000.000 220.00 * 6260.000 260.00 6560.000 300.00 .00 .00 19.00 9115.00 24.60 23.88 25.23 70.02 6.42 1439.08 1089.2 .00 .00 24.00 9115.00 28.29 27.63 29.02 80.93 6.84 1332.15 1013.1 .00 .00 24.40 8680.00 30.66 28.66 31.18 120.70 5.79 1499.30 790.0 .00 .00 24.50 8680.00 32.75 27.94 32.96 42.84 3.69 2355.32 1326.1 .00 .00 25.00 8680.00 33.99 28.88 34.20 39.55 3.63 2390.96 1380.2 6720.000 160.00 .00 .00 25.50 8680.00 34.69 29.85 35.06 67.53 4.91 1768.58 1056.2 * 6960.000 240.00 * 7210.000 250.00 .001 90.00 .00 .00 26.00 8680.00 36.68 32.70 37.65 165.00 7.89 1099.81 675.7 .00 .00 28.50 9060.00 39.67 35.13 40.44 80.44 7.02 1290.24 1010.1 .00 .00 31.60 9608.00 38.63 38.63 41.81 52.70 14.31 671.37 1323.5 .010 1.00 45.80 43.30 31.60 9608.00 39.00 39.00 42.27 72.92 14.52 661.58 1125.1 1.100 110.00 45.80 43.30 31.60 9608.00 41.24 38.65 42.91 28.21 10.37 926.88 1809.0 1.110 i.oo 2.000 70.00 2.500 90.00 2.900 80.00 3.000 75.00 5.100 60.00 6.210 121.00 7.580 137.00 9.150 157.00 12.200 305.00 14.650 245.00 17.190 254.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 31.60 9608.00 41.59 38.34 42.94 14.18 9.33 1029.79 2551.2 .00 31.70 9608.00 41.63 38.86 43.07 15.94 9.62 1000.53 2406.6 .00 31.80 9608.00 41.29 39.75 43.48 26.67 11.89 810.37 1860.3 .00 31.90 9608.00 40.84 40.54 44.06 45.16 14.41 666.96 1429.8 .00 32.00 9608.00 42.68 40.45 44.43 20.79 10.63 914.73 2107.2 .00 32.09 9608.00 43.65 40.42 44.65 26.05 8.13 1302.83 1882.4 .00 32.26 8049.00 43.59 40.90 45.19 36.20 10.13 798.41 1337.7 .00 32.46 8049.00 44.35 40.83 45.63 25.39 9.13 925.67 1597.5 .00 32.69 8049.00 44.75 41.25 46.06 27.71 9.18 910.87 1529.0 .00 33.15 8049.00 45.70 41.41 46.80 20.77 8.47 994.28 1765.9 .00 33.52 8049.00 46.29 41.76 47.29 18.35 .00 33.89 8049.00 46.68 42.64 47.88 24.10 8.09 1060.16 1878.8 3.82 943.14 1639.5 19.830 264.00 .00 .00 34.29 8049.00 47.42 42.98 48.47 19.62 8.26 1011.54 1817.3 02AUGOO 16:18:04Pi m SECNO M m m m m m [ mm m mmmm - -ta "~ Mi fc - - k. Pi IM mm 21 22 25 * 25 27 * 27 27 * 27 28 29 * 10270 * 10317 * 10375 * 10460 * 10620 * 10810 10980 • 11185 * 11340 11490 * 11650 * 11920 12100 * 12340 12590 * 12710 .510 .810 .410 .860 .140 .150 .160 .170 .040 .180 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 XLCH 168 130 260 45 106 1 50 1 64 114 94 47 58 85 160 190 170 205 155 150 160 270 180 240 250 120 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 58.00 58.00 .00 .00 .00 .00 58.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 58.00 58.00 .00 .00 .00 .00 56.50 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELMIN 34. 34. 35. 42. 42. 42. 43. 43. 43. 44. 45. 45. 45. 47. 48. 48. 49. 50. 50. 51. 52. 55. 56. 59. 60. 60. 54 73 12 30 70 50 30 30 60 32 50 50 20 00 20 90 60 20 80 70 70 00 80 20 30 70 Q 8049 8049 8049 8049 8049 8049. 8049. 8049 8049. 8049. 8049. 8049 8049 8049. 8049. 8049. 8049. 8049. 8049. 8049. 8049. 8049. 8049. 8049. 8025. 8025. CWSEL .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 48. 48. 48. 52. 52. 52. 54. 55. 56. 56. 57. 59. 60. 60. 60. 61. 61. 62. 64. 66. 66. 69. 69. 70. 73. 74. 00 22 52 29 68 66 87 69 10 40 01 60 70 61 32 27 74 28 90 05 51 16 80 93 46 30 CRIWS 43 43 43 52 52 52 52 52 52 52 57 56 59 60 61 61 62 64 64 66 68 69 70 73 73 .21 .48 .93 .29 .31 .66 .91 .44 .59 .91 .01 .00 .96 .24 .32 .27 .42 .28 .90 .86 .49 .51 .24 .93 .06 .34 EG 48 49 49 54 55 56 57 57 57 57 59 60 60 60 61 62 62 63 66 66 67 69 70 71 74 74 10*KS .80 .02 .54 .82 .80 .41 .14 .22 .43 .75 .43 .66 .78 .85 .24 .34 .73 .43 .05 .54 .61 .54 .21 .89 .10 .66 17. 15. 20. 67. 86. 163. 86. 32. 26. 27. 30. 11. 1. 6. 24. 25. 20. 27. 25. 32. 99. 36. 49. 111. 70. 30. 16 44 04 16 44 28 94 08 47 92 48 69 82 92 34 30 53 54 47 77 86 55 45 06 33 77 VCH PAGE 47 AREA .OIK 7.35 1282.15 1942.9 7.42 1328.28 2048.6 8.08 996.41 1798.1 12.82 663.45 982.1 14.17 568.17 865.7 15.55 517.65 629.9 12.09 665.69 863.2 9.94 809.74 1421.1 9.27 883.43 1564.5 9.31 865.73 1523.2 13.94 754.85 1457.9 9.89 1326.98 2353.6 3.21 4255.52 5973.3 5.69 2719.02 3059.1 9.85 1631.77 1631.3 9.29 1376.20 1600.1 8.77 1353.28 1776.2 9.96 1321.31 1533.8 10.57 1383.04 1594.8 6.57 1489.19 1406.0 9.91 1046.97 805.4 6.18 1784.19 1331.3 6.35 1646.74 1144.5 9.34 1099.94 763.7 7.25 1347.33 956.9 5.74 1720.52 1446.8 02AUGOO 16:18:04 PAGE 48 SEGNO XLCH ELTRD ELLC E1MIN CWSEL CRIWS 10»KS VCH AREA .OIK it m • 12910.000 200.00 * 13340.000 430.00 * 13600.000 260.00 * 13740.000 140.00to * 13860.000 P j|| * 13880.000 120.00 20.00 14040.000 160.00 14190.000 150.00 14430.000 240.00 14900.000 470.00 15200.000 300.00 15360.000 160.00 * 15560.000 200.00 -5.100 60.00 5.110 80.00 310.000 107.00 p. * 400.000 105.83 * 490.000 111.00 580.000 104.00 750.000 238.08 1000.000 200.30 p. 1230.000 233.74 1470.000 265.53 * 1810.000 350.45 * 2100.000 285.00 * 2420.000 315.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 61.40 8025.00 75.48 75.48 76.52 91.87 9.70 1115.44 837.2 .00 65.90 8025.00 78.47 76.81 78.96 37.01 5.93 1450.63 1319.2 .00 67.70 8025.00 79.37 77.59 80.51 78.24 8.67 942.30 907.2 .00 71.00 8025.00 80.67 77.93 81.30 37.31 6.39 1261.47 1313.8 .00 75.00 8025.00 81.43 81.43 83.21 221.11 10.81 750.74 539.6 .00 75.00 8025.00 82.59 81.44 83.55 87.04 7.78 1021.39 860.1 .00 75.70 8025.00 84.27 84.01 85.24 122.27 8.45 1046.12 725.7 .00 77.00 8025.00 86.03 84.98 86.78 83.72 7.29 1169.90 877.0 .00 80.00 8025.00 87.93 87.00 88.79 77.41 6.33 1105.22 912.1 .00 84.00 8025.00 91.88 91.41 93.58 130.22 10.22 771.70 703.2 .00 86.50 8025.00 95.69 94.25 97.13 107.55 .00 88.00 8025.00 97.40 95.54 98.61 74.16 9.45 847.70 773.8 8.81 913.34 931.8 .00 97.00 8025.00 102.47 102.47 103.78 178.18 8.34 889.45 601.1 .00 32.09 9608.00 43.65 .00 44.66 26.31 .00 32.09 1474.00 44.67 39.87 44.90 6.90 .00 35.17 1474.00 44.78 41.07 44.99 9.04 .00 35.48 1474.00 44.99 41.64 45.06 3.63 8.17 1282.98 1873.0 3.95 390.75 560.9 3.97 480.42 490.1 2.59 807.43 773.4 .00 35.84 1474.00 44.46 42.90 45.43 47.07 7.92 193.97 214.8 .00 36.18 1474.00 45.29 42.31 45.82 24.93 5.85 258.05 295.2 .00 36.98 1474.00 45.84 43.34 46.41 23.40 6.07 245.20 304.6 .00 37.66 1474.00 46.32 44.27 46.98 31.66 6.48 227.69 261.9 .00 38.27 1474.00 47.10 45.12 47.83 40.43 6.89 214.03 231.8 .00 39.20 1474,00 48.30 46.30 49.10 55.19 7.16 205.82 198.4 .00 40.31 1474.00 49.78 47.24 50.44 27.57 6.56 239.69 280.7 .00 46.00 1474.00 53.22 53.22 55.29 119.07 11.61 129.78 135.0 .00 46.50 1474.00 56.45 54.29 57.26 34.71 7.34 212.95 250.2 02AUGOO 16:13:04 PAGE 49 it^l m ~]&md m mm m m SECNO XLCH ELTRD ELLC 2700.000 282.00 2980.000 292.00 * 3240.000 260.00 * 3530.000 290.00 * 3730.000 200.00 .00 .00 .00 .00 .00 .00 ELMIN CWSEL CRIWS EG 10*KS 47.50 1474.00 57.44 54.86 58.14 27.14 VCH AREA .OIK 6.77 228.83 282.9 .00 48.50 1474.00 58.26 55.97 59.08 35.75 7.35 213.45 246.5 .00 58.70 1474.00 60.68 60.56 61.13 304.91 2.68 302.78 84.4 .00 61.00 1474.00 65.25 63.78 65.50 88.97 4.15 370.47 156.2 .00 61.47 1474.00 69.29 69.29 73.23 1280.53 15.93 92.52 41.1 02AUGOO 16:18:04 PAGE 50 FILE:FEMA9.HC2 10/19/98J SUMMARY PRINTOUT TABLE 150 m H SECNO CWSEL DIFHSP DIFWSX DIFKWS TOPWID XLCH 78.900 9115.00 24.60 • 84.300 9115.00 28.29 IP 6000.000 8680.00 30.66m * 6260.000 8680.00 32.75 m •i 6560.000 8680.00 33.99 6720.000 8680.00 34.69 ftl * 6960.000 8680.00 36.68 *" * 7210.000 9060.00 39.67 * .001 9608.00 38.63 * .010 9608.00 39.00 * 1.100 9608.00 41.24!*"" ** * 1.110 9608.00 41.59 r" 2.000 9608.00 41.63 2.500 9608.00 41.29 2.900 9608.00 40.84 * 3.000 9608.00 42.68 »• 5.100 9608.00 43.65 *" 6.210 8049.00 43.59 •H 7.580 8049.00 44.35 9.150 8049.00 44.75 12.200 8049.00 45.70 M 14.650 8049.00 46.29 ™ 17.190 8049.00 46.68 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3.69 2.37 2.09 1.24 .69 2.00 2.99 -1.04 .37 2.24 .35 .05 -.35 -.45 1.84 .97 -.05 .76 .40 .95 .59 .39 -.41 512.95 .00 108.51 .00 109.00 .00 .00 454.59 500.00 .00 312.10 220.00 .00 315.86 260.00 .00 309.19 300.00 .00 215.32 160.00 .00 125.86 240.00 .00 144.11 250.00 .00 106.30 90.00 1.00 .00 109.00 110.00 1.00 .00 120.62 70.00 .00 104.52 90.00 .00 93.39 80.00 .00 145.96 75.00 .00 319.00 60.00 .00 106.12 121.00 .00 186.36 137.00 .00 232.67 157.00 .00 160.83 305.00 .00 196.48 245.00 .00 165.18 254.00 19.830 8049.00 47.42 .00 .74 .00 171.22 264.00 02AUGOO 16:18:04 PAGE 51 SEGNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 21.510 8049.00 48.00 .00 .58 .00 480.10 168.00 22.310 3049.00 48.22 25.410 8049.00 48.52 25.860 8049.00 52.29 27.140 8049.00 52.68 27.150 8049.00 52.66 27.160 8049.00 54.87 27.170 8049.00 55.69 28.040 8049.00 56.10 29.180 8049.00 56.40 * 10270.000 8049.00 57.01 * 10317.000 8049.00 59.60 * 10375.000 8049.00 60.70 * 10460.000 8049.00 60.61 * 10620.000 8049.00 60.32 * 10810.000 8049.00 61.27 10980.000 8049.00 61.74 * 11185.000 8049.00 62.28 * 11340.000 8049.00 64.90 11490.000 8049.00 66.05 * 11650.000 8049.00 66.51 11920.000 8049.00 69.16 12100.000 8049.00 69.80 * 12340.000 8049.00 70.93 12590.000 8025.00 73.46 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .23 .30 3.76 .39 -.02 2.21 .81 .41 .30 .61 2.59 1.09 -.08 .95 .47 .54 2.62 1.15 .46 2.65 .64 1.13 2.54 .00 529.85 130.00 .00 107.84 260.00 .00 214.19 45.00 .00 79.16 106.00 .00 79.05 .00 90.58 1.00 .00 87.30 50.00 1.00 .00 113.98 64.00 .00 100.98 114.00 .00 93.54 94.00 .00 350.99 47.00 .00 923.41 58.00 .00 855.00 85.00 .00 770.00 160.00 .00 640.00 190.00 .00 517.97 170.00 .00 563.22 205.00 .00 605.56 155.00 .00 490.22 150.00 .00 460.68 160.00 .00 834.15 270.00 .00 746.86 180.00 .00 636.41 240.00 .00 559.38 250.00 * 12710.000 8025.00 74.30 .00 .84 .00 574.80 120.00 m 02AUGOO 16:18:04 SEGNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 12910.000 8025.00 75.48 .00 1.19 .00 497.11 200.00 PAGE 52 * 13340.000 8025.00 78.47 * 13600.000 8025.00 79.37 * 13740.000 8025.00 80.67 * 13860.000 8025.00 81.43 * 13880.000 8025.00 82.59 14040.000 8025.00 84.27 14190.000 8025.00 86.03 14430.000 8025.00 87.93 14900.000 8025.00 91.88 15200.000 8025.00 95.69 15360.000 8025.00 97.40 * 15560.000 8025.00 102.47 -5.100 9608.00 43.65 5.110 1474.00 44.67 310.000 1474.00 44.78 * 400.000 1474.00 44.99 • 490.000 1474.00 44.46 580.000 1474.00 45.29 750.000 1474.00 45.34 1000.000 1474.00 46.32 1230.000 1474.00 47.10 1470.000 1474.00 48.30 * 1810.000 1474.00 49.78 * 2100.000 1474.00 53.22 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.99 .90 1.30 .76 1.16 1.68 1.76 1.90 3.96 3.80 1.72 5.07 .00 -58.82 1.02 .11 .21 -.53 .83 .55 .49 .77 1.20 1.48 3.43 .00 432.78 430.00 .00 183.31 260.00 .00 240.08 140.00 .00 217.59 120.00 .00 245.75 20.00 .00 405.88 160.00 .00 345.84 150.00 .00 296.98 240.00 .00 166.42 470.00 .00 171.26 300.00 .00 187.86 160.00 .00 356.04 200.00 .00 307.82 60.00 .00 59.33 80.00 .00 170.02 107.00 .00 302.37 105.83 .00 76.72 111.00 .00 63.93 104.00 .00 45.77 238.08 .00 46.69 200.30 .00 47.78 233.74 .00 56.02 265.53 .00 82.65 350.45 .00 34.51 285.00 * 2420.000 1474.00 56.45 .00 3.24 .00 50.24 315.00 iii 02AUGOO 16:18:04 PAGE S3 M SEGNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPMID XLCH im |U 2700.000 1474.00 57.44 .00 .99 .00 47.02 282.00 MB 2980.000 1474.00 58.26 .00 .82 .00 67.18 292.00 |H * 3240.000 1474.00 60.68 .00 2.42 .00 258.22 260.00 •• * 3530.000 1474.00 65.25 .00 4.56 .00 119.00 290.00 Mi * 3730.000 1474.00 69.29 .00 4.05 .00 11.83 200.00 02AUGOO 16:18:04 PAGE 54 ^ SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 6260,000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 6960.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE |H WARNING SECNO- 7210.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE "" CAUTION SECNO- .001 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- .001 PROFILE- 1 MINIMUM SPECIFIC ENERGY „, CAUTION SECNO- .010 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- .010 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 1.100 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGEm |H WARNING SECNO- 1.110 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE m WARNING SECNO- 3.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE M CAUTION SECNO- 25.860 PROFILE- 1 CRITICAL DEPTH ASSUMED m CAUTION SECNO- 25.860 PROFILE- 1 MINIMUM SPECIFIC ENERGY ** CAUTION SECNO- 27.150 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 27.150 PROFILE- 1 MINIMUM SPECIFIC ENERGY ^ WARNING SECNO- 27.170 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE "•" CAUTION SECNO- 10270.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 10270.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY _ WARNING SECNO- 10317.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE •* WARNING SECNO- 10375.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ** WARNING SECNO- 10460.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 10620.000 PROFILE- 1 CRITICAL DEPTH ASSUMED pi CAUTION SECNO- 10620.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY CAUTION SECNO- 10810.000 PROFILE- 1 CRITICAL DEPTH ASSUMED _ CAUTION SECNO- 10810.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY "* CAUTION SECNO- 11185.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 11185.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY |H CAUTION SECNO- 11340.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 11340.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY PI _ WARNING SECNO- 11650.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 11920.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 02AUGOO 16:18:04 PAGE 55 " CAUTION SECNO- 12340.000 PROFILE- 1 CRITICAL DEPTH ASSUMED ^ CAUTION SECNO- 12340.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY „, WARNING SECNO- 12710.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ** CAUTION SECNO- 12910.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 12910.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY •• WARNING SECNO- 13340.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ™ WARNING SECNO- 13600.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE tm WARNING SECNO- 13740.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SECNO- 13860.000 PROFILE- 1 CRITICAL DEPTH ASSUMED *** CAUTION SECNO- 13860.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 13880.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE to CAUTION SECNO- 15560.000 PROFILE- 1 CRITICAL DEPTH ASSUMED *• CAUTION SECNO- 15560.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY WARNING SECNO- 5.110 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 400.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ttm WARNING SECNO- 490.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE MM WARNING SECNO- 1810.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE "• CAUTION SECNO- 2100.000 PROFILE- 1 CRITICAL DEPTH ASSUMED CAUTION SECNO- 2100.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY mm WARNING SECNO- 2420.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ** WARNING SECNO- 3240.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W WARNING SECNO- 3530.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE m CAUTION SECNO- 3730.000 PROFILE- 1 CRITICAL DEPTH ASSUMED •M CAUTION SECNO- 3730.000 PROFILE- 1 SLOPE TOO STEEP tth, CAUTION SECNO- 3730.000 PROFILE- 1 MINIMUM SPECIFIC ENERGY CROSS-SECTION NO. 3H-. 300 38" Se- see DISTANCE see sea CROSS-SECTION NO. 73.900 CROSS-SECTION NO. 6360.000 2M- CROSS-SECTION NO. 6000.000 CROSS-SECTION NO. S7E0.000 3HT CROSS-SECTION NO. SSS0.000 M-S a1* DISTANCE CROSS-SECTXON NO. 73X0.000 fa- m m S8 DISTANCE CROSS-SECTION NO. 6960.000 -. i.0a • se 4.00 DISTANCE CROSS-SECTION NO. . 0J.0 CROSS-SECTION NO. . 00J. 30' CROSS-SECTION NO. J.. -LJL0 Si" 30 CROSS-SECTION NO. _L. J.00 DISTANCE CROSS-SECTION NO. 3.500 30' CROSS-SECTION NO. 2.000 38' 301 DISTANCE pi Ml •I m CROSS-SECTXON NO. 3.000 ana STB sea aae DISTANCE CROSS-SECTION NO. 2.900 DISTANCE CROSS-SECTION NO. S . 3J.0 sea aea CROSS-SECTION NO. S.±00 32 CROSS-SECTION NO. S. J.S0 DISTANCE CROSS-SECTION NO. 7.5S0 nee nee DISTANCE see Bta 720 eee see CROSS-SECTZON NO. J-4-. S50 j-i.ee DISTANCE CROSS-SECTION NO. J.E . 300 SH Si" • 70 o aee see J.OBO ij.aa DISTANCE CROSS-SECTION NO. J.S . 330 so DISTANCE CROSS-SECTION NO. JL7 . J.90 33' DISTANCE CROSS-SECTION NO. 32.810 O.SOB j.eaa aaats asaa DISTANCE CROSS-SECTION NO. 2J..5J.0 38' CROSS-SECTION NO. 35.860 63T aeoo DISTANCE CROSS-SECTION NO. 25. 4-10 aaaa CROSS-SECTION NO. 27 . J.S0 fa'j.see j.aee a Bee eeee DISTANCE CROSS-SECTION NO. 27.±H-0 S3T SO j.aee eeee aeee DISTANCE CROSS-SECTION NO. 27 . J.70 S3 sa DISTANCE CROSS-SECTION NO. 27.±60 S3T DISTANCE CROSS-SECTION NO. 33 . ±30 ear • ear SB" • • i-ai tea sea j.saa j.eaa aeaa DISTANCE CROSS-SECTXON NO. 38.04-0 j.saa xeaa DISTANCE CROSS-SECTION NO. J.03J.7 . 000 S0" • • f 8" ' ' -.ote- 30- • ae' 0.0- J.2B J.SB aao ane aeo asa too DISTANCE CROSS-SECTXON NO. J.0370 . 000 CROSS-SECTION NO. J.0H-S0 . 000 DISTANCE CROSS-SECTION NO. ±0375.000 7S.1 DISTANCE CROSS-SECTZON NO. J.0SJL0 . 000 4-0T DISTANCE CROSS-SECTION NO. J.0G30 . 000 aeea DISTANCE CROSS-SECTION NO. J.J.1.S5 . 000 4-B DISTANCE CROSS-SECTION NO. J.0980 . 000 7BT, •4-a CROSS-SECTION NO. ±14-30.000 J.0H 4-8 CROSS-SECTION NO. J.J.3H-0 . 000 sa CROSS-SECTION NO. -10.930.000 raj 88 aee DISTANCE CROSS-SECTION NO. ±1650.000 J.BH • a DISTANCE CROSS-SECTION NO. ±234-0 . 000 CROSS-SECTION NO. J.2J.00 . 000 -.ass SBO see DISTANCE aee J.OBB J.J.BB CROSS-SECTXON NO. -L27J.0 . 000 -.ass SB j_sa ana HBO HSB DISTANCE see SH-B 7ae CROSS-SECTION NO. J.2SS0 . 000 88 60 DISTANCE CROSS-SECTION NO. J.33H-0 . 000 0-12 tea tee DISTANCE see SM-B 7-aa sea J.J.21 CROSS-SECTXON NO. J.29J.0 . 000 -.0*6 83S- 90" • 7s: st- 1- tea DISTANCE CROSS-SECTION NO. 1374-0.000 aj.e> as-e see 330 DISTANCE CROSS-SECTION NO. J.3S00 . 000 tee 4-4-e CROSS-SECTION NO. J.38S0 . 000 SB' iSO 180 DISTANCE SH-0 27O 30O 33B CROSS-SECTION NO. ±3860.000 7M-see 330 CROSS-SECTION NO. J.4-.LS0 . 000 CROSS-SECTION NO. J.H-0H0 . 000 ,a I CROSS-SECTION NO. J.H-S00 , 000 J.06 J.0E CROSS-SECTION NO. ±4-4-30.000 J.2B fa ae J.sa DISTANCE CROSS-SECTION NO. JL5360 . 000 0.02 0.00 DISTANCE CROSS-SECTION NO. J.5300 . 000 j.00 CROSS-SECTION NO. -5.J.00 4-a ee xee xea aee ana sea DISTANCE CROSS-SECTION NO. J.5SS0 . 000 CROSS-SECTION NO. 31.0.000 SM. Si. CROSS-SECTION NO. S.J.J.0 32' CROSS-SECTION NO. 4-90.000 M-S t-6 j.aa DISTANCE CROSS-SECTION NO. H-00 . 000 M-BT 1BO iSO DISTANCE 2J.O an-a CROSS-SECTION NO. 750 . (300 sa- tea -+H-O CROSS-SECTION NO. 580.000 36' CROSS-SECTION NO. ±330.000 ear SB1 t-8' 30 DISTANCE CROSS-SECTION NO. -L000 . 000 SOT CROSS-SECTXON NO. J.SJ.0 . 000 4.5CB iSIB DISTANCE 3E)B 330 CROSS-SECTION NO. J. 4-70 . 000 3SO HOB H-4-B CROSS-SECTION NO. 24-30.000 60' 57 DISTANCE CROSS-SECTION NO. 21.00.000 SBT .a sac. a 2.101. a aj.s.a aae.o aas.a aae.a ass. a a-*a.a CROSS-SECTION NO. 2980.000 60' J.HH.B .Lsa.o j.ee.a isa.o i7e.a ASH-, a iaa.a see.a sea.a aj.e.a aes-.a aae.e DISTANCE CROSS-SECTION NO. 2700.000 SBT 63" ' 60 sra.e a^s.a aea.a aae.a aaa.a aes.a see.a see.a axa.a CROSS-SECTXON NO. 3530.000 ae na so ae iTC iHO DISTANCE J.HO j.sa CROSS-SECTION NO. 33H-0.000 BH aoa 330 DISTANCE CROSS-SECTION NO. 3730.000 J.3A .07$-.036--.060 9.J.' 7V Si -I--1--f fa.a j-s.o 2H.<a SB. a ta.a HB.B se.a SH-.B 78.a ao.a ae.a DISTANCE i i i f i f i i i f i i i :• i i i i •f i CD H I— UJ _J LU 60r 55- E5 CD S RANCHO CARLSBAD CHANNEL & BASIN PROJECT 100-Year Profile for Agua Hedionda Creek 2100 E400 E700 3000 3300 3600 3900 1E00 4-500 4800 5100 DISTANCE II 11 II f I II fill 11 II II II fI PI El Kill till f | RANCHO CARLSBAD CHANNEL & BASIN PROJECT 100-Year Profile for Calaveras Creek O H h- Ld _J LU 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 DISTANCE