1***************************************** ***************************************

* * * *

* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS *

* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 28JUL10 TIME 12:58:24 * * (916) 756-1104 *

* * * *

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THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW.

THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.

THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION

NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,

DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION

KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

1 HEC-1 INPUT PAGE 1

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

*DIAGRAM

*** FREE ***

1 ID BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

2 ID DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

3 ID PREPARED FOR CITY OF LAS VEGAS

4 ID INPUT FILE NAME = SW3PB2.DAT INPUT FILE DATE = JULY 2010

5 ID HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

6 ID

7 ID CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

8 ID CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

9 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

10 ID INPUT FILE = SW3.DAT

11 ID INPUT FILE DATE = MAY 2008

12 ID DESIGN STORM = 100-YEAR 6-HR STORM

13 ID STORM DISTRIBUTION = SDN #3

14 ID MODELED BY PBS&J (BRIAN ROWLEY, E.I., CFM)

15 ID CHECKED BY PBS&J (HARSHAL B. DESAI, P.E., CFM)

16 ID STORM CENTERING = ENTIRE WATERSHED (SOUTHWESTERN PORTION)

17 ID

18 ID REFERENCED HYDROLOGIC MODELS:

19 ID CITY OF LAS VEGAS CITY WIDE HYDROLOGY ANALYSIS (PBS&J 1997)

20 ID PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PARSONS BRINCKERHOFF 1999)

21 ID FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

22 ID HYDRAULIC DESIGN REPORT FOR I-15 WIDENING (LOUIS BERGER 1999)

23 ID AMENDMENT TO 2002 MPU FOR MEADOWS ALTA PARALLEL FACILITY (CLV, OCT 2006)

24 ID US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

25 ID (VTN NEVADA, MAY 2003)

26 ID MEADOWS ALTA PARALLEL PROJECT PHASE II, 90% DESIGN (VTN, FEB 2008)

27 ID OAKEY MEADOWS STORM DRAIN FINAL DESIGN REPORT (PBS&J, APR 2008)

28 ID MASTER PLAN CHANGE FOR THE OAKEY DRAIN FACILITY, (HDR, JULY 2007)

29 ID OAKEY DRAIN, BIRCH ST TO CAHLAN DR PRE-FINAL DESIGN PLANS (HDR, JAN 2008)

30 ID

31 ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

32 ID

33 ID AREA DARF

34 ID SQ. MI.

35 ID 0-0.5 0.99

36 ID 0.5-1 0.975

37 ID 1-2 0.95

38 ID 2-3 0.925

39 ID 3-4 0.915

40 ID 4-5 0.908

41 ID 5-6 0.903

42 ID 6-7 0.895

43 ID 7-8 0.885

44 ID

45 IT 5 0 0 300

46 IO 5 0 0

47 IN 5 0 0

48 JR PREC 0.99 0.975 0.95 0.925 0.915 0.908 0.903 0.895 0.885

*

1 HEC-1 INPUT PAGE 2

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

49 KK FW01

50 BA 0.325

51 PB 2.77

52 PC 0.000 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130

53 PC 0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181

54 PC 0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249

55 PC 0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409

56 PC 0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856

57 PC 0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976

58 PC 0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998

59 PC 0.998 0.999 1.000

60 LS 0 77.2

61 UD 0.367

*

62 KK RFW1

63 KM ROUTE FW01 TO CFW2

64 KM TWAIN

65 RD 2700 0.0081 0.016 0 TRAP 0 50

*

66 KK FW02

67 BA 0.240

68 PB 2.77

69 LS 0 80.5

70 UD 0.367

*

71 KK CFW2

72 KM COMBINE RFW1 AND FW02

73 KM TWAIN AND JONES

74 HC 2

*

75 KK RCFW2

76 KM ROUTE CFW2 TO CFW3

77 KM TWAIN

78 RD 2500 0.0072 0.016 0 TRAP 0 50

*

79 KK FW03

80 BA 0.255

81 PB 2.77

82 LS 0 90.6

83 UD 0.367

*

84 KK CFW3

85 KM COMBINE RCFW2 AND FW03

86 KM TWAIN AND LINDELL

87 HC 2

*

1 HEC-1 INPUT PAGE 3

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

88 KK RCFW3

89 KM ROUTE CFW3 TO CFW5

90 KM FACILITY = VALLEY VIEW DRAIN

91 KM FACILITY # = FWVV 0050

92 KM LINING = RCB

93 RD 7785 0.015 0.015 0 TRAP 8 0

*

94 KK FW5

95 BA 0.523

96 PB 2.77

97 LS 0 90.9

98 UD 0.515

*

99 KK CFW5

100 KM COMBINE RCFW3 AND FW5

101 KM TWAIN AND VALLEY VIEW

102 HC 2

*

103 KK DFW5

104 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)

105 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

106 KM CAPACITY = 210 CFS

107 DT DFW11

108 DI 0 210 1000 5000

109 DQ 0 210 210 210

*

110 KK RDFW5

111 KM ROUTE DFW5 TO CR4C1

112 KM FACILITY = VALLEY VIEW DRAIN

113 KM FACILITY # = FWVV 0025

114 KM LINING = RCB

115 RD 1200 0.003 0.015 0 TRAP 10 0

*

116 KK CE2EA-C

117 BA 0.126

118 PB 2.77

119 LS 0 86.8

120 UD 0.428

*

121 KK RCE2EA

122 KM ROUTE CE2EA TO CR4C1

123 KM SPRING MOUNTAIN ROAD

124 RD 7600 0.01 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 4

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

125 KK R4C1

126 BA 0.272

127 PB 2.77

128 LS 0 93.4

129 UD 0.419

*

130 KK CR4C1

131 KM COMBINE R4C1, RDFW5, AND RCE2EA

132 KM SPRING MOUNTAIN AND VALLEY VIEW

133 HC 3

*

134 KK RCR4C1

135 KM ROUTE CR4C1 TO CCE3FA

136 KM FACILITY = VALLEY VIEW DRAIN

137 KM FACILITY # = FWVV 0000, 0025

138 KM LINING = RCB

139 RD 2285 0.003 0.015 0 TRAP 10 0

*

140 KK CE2EC

141 BA 0.264

142 PB 2.77

143 LS 0 83.1

144 UD 0.308

*

145 KK RCE2EC

146 KM ROUTE CE2EC TO CCE2ED-C

147 KM DESERT INN

148 RD 5000 0.0144 0.016 0 TRAP 0 50

*

149 KK CE2ED-C

150 BA 0.313

151 PB 2.77

152 LS 0 91.7

153 UD 0.401

*

154 KKCCE2ED-C

155 KM COMBINE RCE2EC AND CE2ED-C

156 KM DESERT INN AND DECATUR

157 HC 2

*

158 KK DCCE2ED

159 KM FLOW SPLIT TO CPS03

160 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

161 KM REMAINING FLOW FLOWS EAST ON DESERT INN

162 KM DIDN FROM CITY WIDE

163 DT DCPS03

164 DI 0 1 100 200 300 390

1 HEC-1 INPUT PAGE 5

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

165 DQ 0 0 60 120 172 210

*

166 KKRDCCE2ED

167 KM ROUTE DCCE2ED TO CE3FA

168 KM DESERT INN

169 RD 5100 0.0137 0.016 0 TRAP 0 50

*

170 KK CE3FA

171 BA 0.357

172 PB 2.77

173 LS 0 93.7

174 UD 0.412

*

175 KK CCE3FA

176 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

177 KM DESERT INN AND VALLEY VIEW

178 HC 3

*

179 KK RCCE3FA

180 KM ROUTE CCE3FA TO CCPS06

181 KM FACILITY = VALLEY VIEW DRAIN

182 KM FACILITY # = FWVV 0000

183 KM LINING = RCB

184 RD 500 0.003 0.015 0 TRAP 12 0

*

185 KK PS01-C

186 BA 0.407

187 PB 2.77

188 LS 0 85.4

189 UD 0.364

*

190 KK RPS01-C

191 KM ROUTE PS01-C TO CPS03

192 KM FACILITY = PALMYRA/SIRIUS DRAIN

193 KM FACILITY # = FWPS 0157

194 KM LINING = RCP

195 RD 2600 0.0115 0.013 0 CIRC 8

*

196 KK PS03

197 BA 0.193

198 PB 2.77

199 LS 0 90.4

200 UD 0.226

*

1 HEC-1 INPUT PAGE 6

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

201 KK CPS03

202 KM COMBINE RPS01-C AND PS03

203 KM DECATUR AND PALMYRA

204 HC 2

*

205 KK ED01

206 BA 0.254

207 PB 2.77

208 LS 0 85.9

209 UD 0.379

*

210 KK RED01

211 KM ROUTE ED01 TO CED02

212 KM EDNA AVENUE

213 RD 5100 0.0139 0.016 0 TRAP 0 50

*

214 KK ED02

215 BA 0.312

216 PB 2.77

217 LS 0 88.7

218 UD 0.407

*

219 KK ED11

220 BA 0.242

221 PB 2.77

222 LS 0 85.3

223 UD 0.370

*

224 KK ED12

225 BA 0.198

226 PB 2.77

227 LS 0 90.5

228 UD 0.337

*

229 KK CED12

230 KM COMBINE ED11 AND ED12

231 KM JONES AND ELDORA

232 HC 2

*

233 KK RCED12

234 KM ROUTE CED12 TO CED13

235 KM ELDORA STREET

236 RD 5100 0.0135 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 7

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

237 KK ED13

238 BA 0.208

239 PB 2.77

240 LS 0 91.8

241 UD 0.382

*

242 KK CED13

243 KM COMBINE RCED12 AND ED13

244 KM DECATUR AND ELDORA

245 HC 2

*

246 KK RCED13

247 KM ROUTE CED13 TO CED02

248 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

249 KM FACILITY # = PSDE 0025

250 KM LINING = RCB

251 RD 1320 0.0025 0.015 0 TRAP 10 0

*

252 KK CED02

253 KM COMBINE RED01, ED02, AND RCED13

254 KM DECATUR AND EDNA

255 HC 3

*

256 KK RCED02

257 KM ROUTE CED02 TO CPS03

258 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

259 KM FACILITY # = PSDE 0000

260 KM LINING = RCB

261 RD 1330 0.0038 0.015 0 TRAP 12 0

*

262 KK DCPS03

263 KM RETRIEVE DPS03

264 DR DCPS03

*

265 KK RDPS03

266 KM ROUTE DCPS03 TO CPS03

267 KM DECATUR

268 RD 1200 0.0033 0.016 0 TRAP 0 50

*

269 KK CCPS03

270 KM COMBINE CPS03, RDPS03 AND RCED02

271 KM DECATUR AND PALMYRA

272 HC 3

*

1 HEC-1 INPUT PAGE 8

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

273 KK RCCPS03

274 KM ROUTE CCPS03 TO CPS06

275 KM FACILITY = PALMYRA/SIRIUS DRAIN

276 KM FACILITY # = FWPS 0057

277 KM LINING = RCP

278 RD 5280 0.0128 0.015 0 TRAP 10 0

*

279 KK PS06-C

280 BA 0.387

281 PB 2.77

282 LS 0 91.5

283 UD 0.317

*

284 KK CPS06

285 KM COMBINE RCPS03 AND PS06-C

286 KM VALLEY VIEW AND SIRIUS

287 HC 2

*

288 KK CCPS06

289 KM COMBINE CPS06 AND RCCE3FA

290 KM VALLEY VIEW AND SIRIUS

291 HC 2

*

292 KK RCCPS06

293 KM ROUTE CCPS06 TO CRCPS06

294 KM FACILITY = PALMYRA/SIRIUS DRAIN

295 KM FACILITY # = FWPS 0000

296 KM LINING = RCB

297 RD 3000 0.015 0.015 0 TRAP 12 0

*

298 KK FW09

299 BA 0.255

300 PB 2.77

301 LS 0 94.0

302 UD 0.399

*

303 KK DSPM

304 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN

305 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

306 DT DSM

307 DI 0 50 100 200 300 400 1000 2000

308 DQ 0 0 20 60 160 260 260 260

*

1 HEC-1 INPUT PAGE 9

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

309 KK RDSPM

310 KM ROUTE DSPM TO CCE3FD-C

311 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

312 KM LINING = RCP

313 RD 1390 0.0046 0.015 0 CIRC 5

*

314 KK CE3FD-C

315 BA 0.281

316 PB 2.77

317 LS 0 94.0

318 UD 0.431

*

319 KKCCE3FD-C

320 KM COMBINE RDSPM AND CE3FD-C

321 KM FREEWAY CHANNEL AND DESERT INN

322 HC 2

*

323 KK RCCE3FD

324 KM ROUTE CCE3FD-C TO CRCPS06

325 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

326 KM FACILITY # = FW15 0301

327 KM LINING = CONCRETE

328 RD 1300 0.0042 0.015 0 TRAP 12 2

*

329 KK CRCPS06

330 KM COMBINE RCCCE3FD AND RCCPS06

331 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

332 HC 2

*

333 KKRCRCPS06

334 KM ROUTE CRCPS06 TO CPS08

335 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

336 KM FACILITY # = FW15 0271

337 KM LINING = RCB

338 RD 1520 0.0059 0.015 0 TRAP 24 0

*

339 KK PS08

340 BA 0.179

341 PB 2.77

342 LS 0 92.3

343 UD 0.238

*

1 HEC-1 INPUT PAGE 10

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

344 KK CPS08

345 KM COMBINE RCRCPS06 AND PS08

346 KM FREEWAY CHANNEL AND SUBBASIN PS08

347 HC 2

*

348 KK ED05-C

349 BA 0.441

350 PB 2.77

351 LS 0 91.3

352 UD 0.495

*

353 KK RED05-C

354 KM ROUTE ED05-C TO CCPS08

355 KM EDNA AVENUE

356 RD 1900 0.0158 0.016 0 TRAP 0 50

*

357 KK CCPS08

358 KM COMBINE CPS08 AND RED05-C

359 KM EDNA AND FREEWAY CHANNEL

360 HC 2

*

361 KK RCCPS08

362 KM ROUTE CCPS08 TO CED10-C

363 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

364 KM FACILITY # = FW15 0242

365 KM LINING = RCB

366 RD 1500 0.0093 0.015 0 TRAP 24 0

*

367 KK ED10-C

368 BA 0.217

369 PB 2.77

370 LS 0 90.8

371 UD 0.293

*

372 KK CED10-C

373 KM COMBINE RCCPS08 AND ED10-C

374 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

375 HC 2

*

376 KKRCED10-C

377 KM ROUTE CED10-C TO CSA08

378 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

379 KM FACILITY # = FW15 0214

380 KM LINING = RCB

381 RD 1610 0.0073 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 11

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

382 KK SA06-C

383 BA 0.203

384 PB 2.77

385 LS 0 93.7

386 UD 0.384

*

387 KK RSA06-C

388 KM ROUTE SA06-C TO CSA08

389 KM FACILITY = FREEWAY CHANNEL SAHARA

390 KM FACILITY # = FWSA 0000

391 KM LINING = RCB

392 RD 5700 0.0149 0.015 0 TRAP 7 0

*

393 KK SA08

394 BA 0.218

395 PB 2.77

396 LS 0 94.0

397 UD 0.265

*

398 KK CSA08

399 KM COMBINE RSA06-C AND SA08

400 KM FREEWAY CHANNEL AND SAHARA AVENUE

401 HC 2

*

402 KK CCSA08

403 KM COMBINE RCED10-C AND CSA08

404 KM FREEWAY CHANNEL AND SAHARA AVENUE

405 HC 2

406 KO 1

*

407 KK Basin

408 KM Peaking Basin

409 RS 1 STOR -1

410 SV 0 0 47 66 86 107 128 163

411 SQ 0 1450 1450 1450 1450 1450 1450 1450

412 SE 2057 2063 2064 2066 2068 2070 2072 2075

413 KO 1

*

414 KK RCCSA08

415 KM ROUTE CCSA08 TO COK11-C

416 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

417 KM FACILITY # = FW15 0125,0150,0175

418 KM LINING = RCB

419 RD 3402 0.008 0.015 0 TRAP 20 0

*

1 HEC-1 INPUT PAGE 12

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

420 KK CH14-C

421 BA 0.168

422 PB 2.77

423 LS 0 91.6

424 UD 0.432

*

425 KK RCH14-C

426 KM ROUTE CH14-C TO COK09-C

427 KM OAKEY

428 RD 2225 0.022 0.016 0 TRAP 0 50

*

429 KK OK09-C

430 BA 0.377

431 PB 2.77

432 LS 0 91.8

433 UD 0.606

*

434 KK COK09-C

435 KM COMBINE RCH14-C AND OK09-C

436 KM OAKEY AND CAMPBELL

437 HC 2

*

438 KKRCOK09-C

439 KM ROUTE COK09-C TO COK10

440 KM FACILITY = OAKEY DRAIN

441 KM FACILITY # = FWOK 0040, 0060, 0076

442 KM LINING = RCB

443 RD 2300 0.015 0.015 0 TRAP 5 0

*

444 KK OK10

445 BA 0.307

446 PB 2.77

447 LS 0 90.7

448 UD 0.379

*

449 KK COK10

450 KM COMBINE RCOK09-C AND OK10

451 KM OAKEY AND VILLA DE CONDE

452 HC 2

*

453 KK RCOK10

454 KM ROUTE COK10 TO 1COK11C

455 KM FACILITY = OAKEY DRAIN

456 KM FACILITY # = FWOK 0000, 0020, 0040

457 KM LINING = RCB

458 RD 3100 0.006 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 13

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

459 KK OK11-C

460 BA 0.308

461 PB 2.77

462 LS 0 90.2

463 UD 0.528

*

464 KK 1COK11C

465 KM COMBINE RCOK10, AND OK11-C

466 KM OAKEY DRAIN @ FREEWAY CHANNEL

467 HC 2

*

468 KK COK11C

469 KM COMBINE RCCSA08 AND 1COK11C

470 KM FREEWAY CHANNEL AND OAKEY

471 HC 2

*

472 KK RCOK11C

473 KM ROUTE COK11C TO CCWAL2

474 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

475 KM FACILITY # = FW15 0100

476 KM LINING = RCB

477 RD 1575 0.0017 0.015 0 TRAP 36 0

*

478 KK WAL1

479 BA 0.209

480 PB 2.77

481 LS 0 88.7

482 UD 0.316

*

483 KK RWAL1

484 KM ROUTE WAL1 TO CWAL2

485 KM WALDMAN

486 RD 3100 0.0081 0.016 0 TRAP 0 50

*

487 KK WAL2

488 BA 0.245

489 PB 2.77

490 LS 0 86.1

491 UD 0.367

*

492 KK CWAL2

493 KM COMBINE RWAL1 AND WAL2

494 HC 2

*

1 HEC-1 INPUT PAGE 14

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

495 KK CCWAL2

496 KM COMBINE RCOK11C AND CWAL2

497 KM FREEWAY CHANNEL AND WALDMAN

498 HC 2

*

499 KK RCCWAL2

500 KM ROUTE CCWAL2 TO CCH50

501 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

502 KM FACILITY # = FW15 0089, 0050

503 KM LINING = RCB

504 RD 1850 0.0017 0.015 0 TRAP 36 0

*

505 KK CH50

506 BA 0.258

507 PB 2.77

508 LS 0 94.3

509 UD 0.544

*

510 KK CCH50

511 KM COMBINE RCCWAL2 AND CH50

512 KM COMBINATION AT FREEWAY CHANNEL

513 HC 2

*

514 KK CH15-C

515 BA 0.237

516 PB 2.77

517 LS 0 91.3

518 UD 0.332

*

519 KK RCH15-C

520 KM ROUTE CH15-C TO CCH18-C

521 KM CHARLESTON

522 RD 3900 0.0103 0.016 0 TRAP 0 50

*

523 KK CH18-C

524 BA 0.290

525 PB 2.774

526 LS 0 90.1

527 UD 0.327

*

528 KK CCH18-C

529 KM COMBINE RCH15-C AND CH18-C

530 KM RANCHO DR AND CHARLESTON

531 HC 2

*

1 HEC-1 INPUT PAGE 15

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

532 KKRCCH18-C

533 KM ROUTE CCH18-C TO CCCH18-C

534 KM FACILITY = WEST CHARLESTON DRAINS

535 KM FACILITY # = FWCH 0044, 0047

536 KM LINING = RCB

537 RD 850 0.0205 0.015 0 TRAP 7 0

*

538 KK AL92

539 BA 0.429

540 PB 2.77

541 LS 0 83.9

542 UD 0.489

*

543 KK DAL92

544 KM FLOW SPLIT TO AL93

545 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

546 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)

547 DT DAL93

548 DI 0 310 1000

549 DQ 0 120 390

*

550 KK RDAL92

551 KM ROUTE DAL92 TO CAL95

552 KM RANCHO

553 RD 1300 0.0015 0.016 0 TRAP 0 50

*

554 KK AL95-C

555 BA 0.192

556 PB 2.77

557 LS 0 84.7

558 UD 0.313

*

559 KK CAL95

560 KM COMBINE RDAL92 AND AL95-C

561 KM RANCHO AND PALOMINO

562 HC 2

*

563 KKRCAL95-C

564 KM ROUTE CAL95 TO CCCH18-C

565 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

566 KM FACILITY # = CHRA 0000, 0006, 0014

567 KM LINING = RCB

568 RD 1326 0.015 0.015 0 TRAP 5 0

*

1 HEC-1 INPUT PAGE 16

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

569 KKCCCH18-C

570 KM COMBINE RCAL95-C AND RCCH18-C

571 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

572 HC 2

*

573 KKRCCCH18C

574 KM ROUTE CCCH18-C TO CCH22

575 KM FACILITY = WEST CHARLESTON DRAINS

576 KM FACILITY # = FWCH 0000, 0020, 0036

577 KM LINING = RCP

578 RD 2975 0.0074 0.015 0 TRAP 10

*

579 KK CH22-C

580 BA 0.230

581 PB 2.77

582 LS 0 94.7

583 UD 0.422

*

584 KK CCH22

585 KM COMBINE RCCCH18C AND CH22-C

586 KM I15 AND CHARLESTON

587 HC 2

*

588 KK CCCH22

589 KM COMBINE CCH50 AND CCH22

590 KM FREEWAY CHANNEL AND CHARLESTON

591 HC 2

*

592 KK RCCCH22

593 KM ROUTE CCCH22 TO CAL96

594 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

595 KM FACILITY # = FW15 0010, 0038

596 KM LINING = RCB

597 RD 2622 0.0017 0.015 0 TRAP 36 0

*

598 KK AL96-C

599 BA 0.181

600 PB 2.77

601 LS 0 94.6

602 UD 0.350

*

603 KK CAL96

604 KM COMBINE RCCH22 AND AL96-C

605 KM FREEWAY CHANNEL AND ALTA

606 HC 2

*

1 HEC-1 INPUT PAGE 17

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

607 KK RCAL96

608 KM ROUTE CAL96 TO CAL93

609 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

610 KM FACILITY # = FW15 0000

611 KM LINING = RCB

612 RD 2170 0.0017 0.015 0 TRAP 36 0

*

613 KK DAL93

614 KM RETRIEVE DAL93

615 DR DAL93

*

616 KK RDAL93

617 KM ROUTE DAL93 TO CAL93

618 KM ALTA

619 RD 5500 0.0046 0.016 0 TRAP 0 50

*

620 KK AL93-C

621 BA 0.524

622 PB 2.77

623 LS 0 91.0

624 UD 0.367

*

625 KK CAL93

626 KM COMBINE RCAL96, RDAL93, AND AL93-C

627 KM COMBINATION WITH LAS VEGAS CREEK

628 HC 3

*

629 KK 1-GOLF

630 BA 0.362

631 PB 2.83

632 LS 0 86.6

633 UD 0.323

*

634 KK R1-GOLF

635 KM ROUTE 1-GOLF TO C2a-OAK

636 KM VIA OLIVERO

637 RD 2600 0.0269 0.016 0 TRAP 0 50

*

638 KK2a-OAK-C

639 BA 0.314

640 PB 2.77

641 LS 0 87.7

642 UD 0.313

*

1 HEC-1 INPUT PAGE 18

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

643 KK C2a-OAK

644 KM COMBINE R1-GOLFC AND 2a-OAK-C

645 KM BUFFALO AND VIA OLIVERO

646 HC 2

*

647 KKRC2a-OAK

648 KM ROUTE C2a-OAK TO C3-ELP-C

649 KM VIA OLIVERO

650 RD 4000 0.025 0.016 0 TRAP 0 50

*

651 KK 3-ELP-C

652 BA 0.209

653 PB 2.77

654 LS 0 90.2

655 UD 0.253

*

656 KKC3-ELP-C

657 KM COMBINE RC2a-OAK AND 3-ELP-C

658 KM VIA OLIVERO AND MECH 0400

659 HC 2

*

660 KKRC3-ELPC

661 KM ROUTE RC3-ELPC TO C3a-OAKC

662 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

663 KM FACILITY # = MECH 0400

664 KM LINING = RCB

665 RD 1300 0.0143 0.015 0 TRAP 10 0

*

666 KK3a-OAK-C

667 BA 0.432

668 PB 2.77

669 LS 0 85.7

670 UD 0.283

*

671 KKC3a-OAKC

672 KM COMBINE RC3-ELPC AND 3a-OAK-C

673 KM O'BANNON AND MECH 0378

674 HC 2

*

675 KKRC3aOAKC

676 KM ROUTE C3a-OAKC TO OAKEYIN

677 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

678 KM FACILITY # = MECH 0338, 0378

679 KM LINING = RCB

680 RD 2805 0.016 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 19

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

681 KK3-HOLM-C

682 BA 0.331

683 PB 2.77

684 LS 0 90.7

685 UD 0.342

*

686 KKR3-HOLMC

687 KM ROUTE R3-HOLMC TO C5-OAK-C

688 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

689 KM FACILITY # = MECH 0334, 0337, 0351

690 KM LINING = RCP

691 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

692 KK 5-OAK-C

693 BA 0.232

694 PB 2.77

695 LS 0 88.0

696 UD 0.248

*

697 KKC5-OAK-C

698 KM COMBINE R3-HOLMC AND 5-OAK-C

699 KM OAKEY DETENTION BASIN

700 HC 2

*

701 KK OAKEYIN

702 KM COMBINE RC3aOAKC AND C5-OAK-C

703 KM OAKEY DETENTION BASIN

704 KO 1

705 HC 2

*

706 KK OAKEYDB

707 KM OAKEY DETENTION BASIN

708 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

709 KM FACILITY # = MECH 0324

710 KM STORAGE VOLUME = 201 ACRE-FEET

711 KM OUTLET = 1-15" OUTLET PIPE

712 KM 100-YEAR DISCHARGE = 32 CFS

713 KM SPILLWAY LENGTH = 290 FEET

714 KM SPILLWAY HEIGHT =

715 KM SPILLWAY CREST ELEVATION = 2348.5'

716 KM SPILLWAY TYPE =

717 KM PMF DISCHARGE =

718 KM TOP OF EMBANKMENT ELEVATION =

719 KO 1

720 RS 1 STOR 0

721 SV 0 2 6 14 25 40 57 77 101 130

722 SV 144 159 174 191 201 206 219 231 244 256

723 SE 26 28 30 31 34 36 38 40 42 44

724 SE 45 46 47 48 48.5 49 50 51 52 53

1 HEC-1 INPUT PAGE 20

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

725 SS 48.5 290 3.1 1.5

726 SL 26 1.4 0.65 0.5

*

727 KK OAKEYOT

728 KM ROUTE OAKEYDB TO CCOK08

729 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

730 KM FACILITY # = MECH 0108, 0310, 0323

731 KM LINING = RCP

732 RD 9750 0.0143 0.013 0 CIRC 2.5

*

733 KK SA01-C

734 BA 0.263

735 PB 2.77

736 LS 0 94.5

737 UD 0.340

*

738 KK RSA01-C

739 KM ROUTE SA01-C TO CSA05

740 KM SAHARA

741 RD 5200 0.0144 0.016 0 TRAP 0 50

*

742 KK SA05

743 BA 0.176

744 PB 2.77

745 LS 0 93.2

746 UD 0.318

*

747 KK CSA05

748 KM COMBINE RSA01-C AND SA05

749 KM SAHARA AND DECATUR

750 HC 2

*

751 KK RCSA05

752 KM ROUTE CSA05 TO CSA06

753 KM FACILITY = MEADOWS OAKEY DRAIN

754 KM FACILITY # = MEOK 0217

755 KM LINING = RCB

756 RD 1276 0.0044 0.015 0 TRAP 12 0

*

757 KK SA06

758 BA 0.079

759 PB 2.77

760 LS 0 93.7

761 UD 0.193

*

1 HEC-1 INPUT PAGE 21

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

762 KK CSA06

763 KM COMBINE RCSA05 AND SA06

764 KM O'BANNON AND DECATUR

765 HC 2

*

766 KK OK06-C

767 BA 0.174

768 PB 2.77

769 LS 0 91.1

770 UD 0.302

*

771 KK ROK06-C

772 KM ROUTE OK06-C TO COK07

773 KM OBANNON

774 RD 5100 0.0147 0.016 0 TRAP 0 50

*

775 KK OK07

776 BA 0.241

777 PB 2.77

778 LS 0 87.1

779 UD 0.335

*

780 KK COK07

781 KM COMBINE OK07, ROK06-C, AND CSA06

782 KM O'BANNON AND DECATUR

783 HC 3

*

784 KK RCOK07

785 KM ROUTE COK07 TO COK04-C

786 KM FACILITY = MEADOWS OAKEY DRAIN

787 KM FACILITY # = MEOK 0191, 0204

788 KM LINING = RCB

789 RD 1315 0.0071 0.015 0 TRAP 12 0

*

790 KK OK03-C

791 BA 0.363

792 PB 2.77

793 LS 0 90.8

794 UD 0.317

*

795 KK ROK03-C

796 KM ROUTE OK03-C TO COK04-C

797 KM OAKEY

798 RD 5100 0.016 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 22

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

799 KK OK04-C

800 BA 0.198

801 PB 2.77

802 LS 0 85.7

803 UD 0.365

*

804 KK COK04-C

805 KM COMBINE ROK03-C, OK04-C AND RCOK07

806 KM OAKEY AND DECATUR

807 HC 3

*

808 KKRCOK04-C

809 KM ROUTE COK04-C TO COK08

810 KM FACILITY = MEADOWS OAKEY DRAIN

811 KM FACILITY # = MEOK 0166

812 KM LINING = RCB

813 RD 1350 0.0045 0.015 0 TRAP 12 0

*

814 KK OK08

815 BA 0.083

816 PB 2.77

817 LS 0 91.0

818 UD 0.184

*

819 KK COK08

820 KM COMBINE RCOK04-C AND OK08

821 KM DEL RAY AND DECATUR

822 HC 2

*

823 KK CCOK08

824 KM COMBINE COK08 AND OAKEYOT

825 KM DEL RAY AND DECATUR

826 HC 2

*

827 KK RCCOK08

828 KM ROUTE CCOK08 TO COK12

829 KM FACILITY = MEADOWS OAKEY DRAIN

830 KM FACILITY # = MEOK 0110

831 KM LINING = RCB

832 RD 2946 0.0077 0.015 0 TRAP 12 0

*

833 KK CH04-C

834 BA 0.175

835 PB 2.77

836 LS 0 92.7

837 UD 0.240

*

1 HEC-1 INPUT PAGE 23

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

838 KK RCH04-C

839 KM ROUTE CH04-C TO CCH05-C

840 KM FACILITY = MEADOWS CHARLESTON

841 KM FACILITY # = MECN 0223

842 KM LINING = RCB

843 RD 3100 0.0204 0.015 0 TRAP 6 0

*

844 KK CH05-C

845 BA 0.163

846 PB 2.77

847 LS 0 94.3

848 UD 0.329

*

849 KK CCH05-C

850 KM COMBINE RCH04-C AND CH05-C

851 KM TORREY PINES AND CHARLESTON

852 HC 2

*

853 KKRCCH05-C

854 KM ROUTE CCH05-C TO CCH09-C

855 KM FACILITY = MEADOWS CHARLESTON

856 KM FACILITY # = MECN 0123

857 KM LINING = RCB

858 RD 5200 0.0164 0.015 0 TRAP 8 0

*

859 KK CH09-C

860 BA 0.378

861 PB 2.77

862 LS 0 91.5

863 UD 0.341

*

864 KK CCH09-C

865 KM COMBINE RCCH05-C AND CH09-C

866 KM CHARLESTON AND LINDELL

867 HC 2

*

868 KKRCCH09-C

869 KM ROUTE CCH09-C TO CCH10

870 KM FACILITY = MEADOWS CHARLESTON

871 KM FACILITY # = MECN 0061

872 KM LINING = RCB

873 RD 3300 0.0182 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 24

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

874 KK CH10

875 BA 0.279

876 PB 2.77

877 LS 0 93.1

878 UD 0.222

*

879 KK CCH10

880 KM COMBINE RCCH09-C AND CH10

881 KM CHARLESTON AND DECATUR

882 HC 2

*

883 KK RCCH10

884 KM ROUTE CCH10 TO COK12

885 KM FACILITY = MEADOWS CHARLESTON

886 KM FACILITY # = MECN 0000

887 KM LINING = RCB

888 RD 1570 0.0109 0.015 0 TRAP 9 0

*

889 KK OK12

890 BA 0.050

891 PB 2.77

892 LS 0 95.6

893 UD 0.163

*

894 KK COK12

895 KM COMBINE RCCOK08, RCCH10 AND OK12

896 KM CHARLESTON AND MEOK 0110

897 HC 3

*

898 KK RCOK12

899 KM ROUTE COK12 TO CCH14B

900 KM FACILITY = MEADOWS OAKEY DRAIN

901 KM FACILITY # = MEOK 0079, 0091

902 KM LINING = RCB

903 RD 1633 0.005 0.015 0 TRAP 18 0

*

904 KK CH14B

905 BA 0.217

906 PB 2.77

907 LS 0 90.8

908 UD 0.356

*

1 HEC-1 INPUT PAGE 25

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

909 KK CCH14B

910 KM COMBINE RCOK12 AND CCH14B

911 KM HINSON AND CHARLESTON

912 HC 2

*

913 KK RCCH14B

914 KM ROUTE CCH14B TO COK13

915 KM FACILITY = MEADOWS OAKEY DRAIN

916 KM FACILITY # = MEOK 0000, 0048

917 KM LINING = RCB

918 RD 1950 0.005 0.015 0 TRAP 18 0

*

919 KK OK13

920 BA 0.099

921 PB 2.77

922 LS 0 92.7

923 UD 0.376

*

924 KK COK13

925 KM COMBINE RCCH14B AND OK13

926 KM FULTON PLACE AND VALLEY VIEW

927 HC 2

*

928 KK RCOK13

929 KM ROUTE COK13 TO CCAL16

930 KM FACILITY = MEADOWS OAKEY DRAIN

931 KM FACILITY # = MEOK 0000, 0017

932 KM LINING = RCB

933 RD 2450 0.0091 0.015 0 TRAP 19 0

*

934 KK R1

935 BA 0.086

936 PB 2.77

937 LS 0 90.6

938 UD 0.210

*

939 KK PR1

940 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

941 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

942 KM PONDING BEHIND HOME DEPOT THAT LIMITS DISCHARGE TO CAPACITY OF PIPE AND CHANN

943 KM DISCHARGE GREATER THAN 90 CFS AFTER PONDING WILL SPILL OUT TOWARD CHARLESTON

944 RS 1 ELEV 10.1

945 SV 0 2.7 3.5

946 SE 10.1 13.7 14.7

947 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 26

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

948 KK RPR1

949 KM ROUTE PR1 TO CR2

950 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

951 RD 2900 0.0103 0.016 0 TRAP 0 50

*

952 KK R3

953 BA 0.275

954 PB 2.77

955 LS 0 91.3

956 UD 0.297

*

957 KK R2

958 BA 0.045

959 PB 2.77

960 LS 0 90.7

961 UD 0.228

*

962 KK CR2

963 KM COMBINE RPR1, R2 AND R3

964 KM ALTA AND LORENZI

965 HC 3

*

966 KK DCR2

967 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

968 KM FIRST 150 CFS GOES EAST ON ALTA, REMAINDER GOES NORTH

969 KM REFERENCED FROM THE MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN

970 DT DAL00A

971 DI 0 150 1000

972 DQ 0 0 850

*

973 KK RDCR2

974 KM ROUTE DCR2 TO CAL01A

975 KM FACILITY = MEADOWS - ALTA

976 KM FACILITY # = MEAL 0160, 0209

977 KM LINING = RCP

978 RD 4300 0.015 0.013 0 CIRC 4

*

979 KK AL01A

980 BA 0.123

981 PB 2.77

982 LS 0 90.5

983 UD 0.254

*

1 HEC-1 INPUT PAGE 27

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

984 KK CAL01A

985 KM COMBINE AL01A AND RDCR2

986 KM ALTA AND JONES

987 HC 2

*

988 KK RCAL01A

989 KM ROUTE CAL01A TO CUS

990 KM FACILITY = MEADOWS - ALTA

991 KM FACILITY # = MEAL 0150, 0160

992 KM LINING = RCP

993 RD 1100 0.0125 0.013 0 CIRC 3

*

994 KK US

995 BA 0.030

996 PB 2.77

997 LS 0 90.5

998 UD 0.171

*

999 KK CUS

1000 KM COMBINE RAL01A AND US

1001 KM ALTA AND JONES

1002 HC 2

*

1003 KK AL04-C

1004 BA 0.179

1005 PB 2.77

1006 LS 0 90.3

1007 UD 0.346

*

1008 KK RAL04-C

1009 KM ROUTE AL04-C TO CCUS

1010 KM FACILITY = MEADOWS - ALTA

1011 KM FACILITY # = MEAL 0130

1012 KM LINING = RCB

1013 RD 1150 0.004 0.015 0 TRAP 6 0

*

1014 KK CCUS

1015 KM COMBINE CUS AND RAL04-C

1016 KM ALTA AND JONES

1017 HC 2

*

1018 KK RCCUS

1019 KM ROUTE CCUS TO CAL05-C

1020 KM FACILITY = MEADOWS - ALTA

1021 KM FACILITY # = MEAL 0120

1022 KM LINING = RCP

1023 RD 1900 0.01 0.013 0 CIRC 5 0

*

1 HEC-1 INPUT PAGE 28

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1024 KK AL05-C

1025 BA 0.234

1026 PB 2.77

1027 LS 0 90.5

1028 UD 0.376

*

1029 KK GS

1030 BA 0.037

1031 PB 2.77

1032 LS 0 90.5

1033 UD 0.190

*

1034 KK DGS

1035 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1036 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1037 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1038 DT DGSR

1039 DI 0 27 72

1040 DQ 0 0 36

*

1041 KK CAL05-C

1042 KM COMBINE RCCUS, ALO5-C AND DGS

1043 KM ALTA AND UPLAND

1044 HC 3

*

1045 KKRCAL05-C

1046 KM ROUTE CAL05-C TO CBR3

1047 KM FACILITY = MEADOWS - ALTA

1048 KM FACILITY # = MEAL 0100, 0120

1049 KM LINING = RCP

1050 RD 2000 0.01 0.013 0 CIRC 5

*

1051 KK BR3

1052 BA 0.074

1053 PB 2.77

1054 LS 0 91.4

1055 UD 0.157

*

1056 KK CBR3

1057 KM COMBINE BR3 AND RCAL05-C

1058 KM ALTA AND WILDSHIRE

1059 HC 2

*

1 HEC-1 INPUT PAGE 29

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1060 KK RCBR3

1061 KM ROUTE CBR3 TO CAL11-C

1062 KM FACILITY = MEADOWS - ALTA

1063 KM FACILITY # = MEAL 0060, 0100

1064 KM LINING = RCP

1065 RD 1400 0.01 0.013 0 CIRC 5

*

1066 KK AL09-C

1067 BA 0.162

1068 PB 2.77

1069 LS 0 90.6

1070 UD 0.252

*

1071 KK RAL09-C

1072 KM ROUTE AL09-C TO CAL11-C

1073 KM EVERGREEN / DECATUR

1074 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1075 KK DGSR

1076 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1077 DR DGSR

*

1078 KK RDGSR

1079 KM ROUTE DGSR TO CAL11-C

1080 KM EVERGREEN / DECATUR

1081 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1082 KK AL11-C

1083 BA 0.130

1084 PB 2.77

1085 LS 0 94.4

1086 UD 0.316

*

1087 KK CAL11-C

1088 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1089 KM ALTA AND DECATUR

1090 HC 4

*

1091 KKRCAL11-C

1092 KM ROUTE CAL11-C TO CAL10-C

1093 KM FACILITY = MEADOWS - ALTA

1094 KM FACILITY # = MEAL 0015

1095 KM LINING = RCP

1096 RD 2500 0.0194 0.013 0 CIRC 6

*

1 HEC-1 INPUT PAGE 30

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1097 KK AL10-C

1098 BA 0.048

1099 PB 2.77

1100 LS 0 91.5

1101 UD 0.245

*

1102 KK CAL10-C

1103 KM COMBINE RCAL11-C AND AL10-C

1104 KM ALTA AND BEDFORD

1105 HC 2

*

1106 KKRCAL10-C

1107 KM ROUTE CAL10-C TO CAL13-3

1108 KM FACILITY = MEADOWS - ALTA

1109 KM FACILITY # = MEAL 0000,0012,0013

1110 KM LINING = CONCRETE

1111 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1112 KK AL13-3

1113 BA 0.059

1114 PB 2.77

1115 LS 0 90.5

1116 UD 0.171

*

1117 KK CAL13-3

1118 KM COMBINE RCAL10-C AND AL13-3

1119 KM ALTA AND VALLEY VIEW

1120 HC 2

*

1121 KK AL14

1122 BA 0.457

1123 PB 2.77

1124 LS 0 93.3

1125 UD 0.525

*

1126 KK RAL14

1127 KM ROUTE AL14 TO CAL16

1128 KM VALLEY VIEW

1129 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1130 KK AL16

1131 BA 0.148

1132 PB 2.77

1133 LS 0 92.2

1134 UD 0.326

*

1 HEC-1 INPUT PAGE 31

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1135 KK 1CAL16

1136 KM COMBINE CAL13-3, RAL14, AND AL16

1137 KM ALTA AND VALLEY VIEW

1138 HC 3

*

1139 KK AL09

1140 BA 0.097

1141 PB 2.77

1142 LS 0 90.4

1143 UD 0.282

*

1144 KK RAL09

1145 KM ROUTE AL09 TO CCH14A

1146 KM FULTON

1147 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1148 KK CH14A

1149 BA 0.148

1150 PB 2.77

1151 LS 0 89.4

1152 UD 0.340

*

1153 KK CCH14A

1154 KM COMBINE RAL09 AND CH14A

1155 KM VALLEY VIEW AND FULTON

1156 HC 2

*

1157 KK RCCH14A

1158 KM ROUTE CCH14A TO CAL16

1159 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1160 KM FACILITY # = MEPA 0000

1161 KM LINING = RCB

1162 RD 1370 0.005 0.015 0 TRAP 10 0

*

1163 KK CAL16

1164 KM COMBINE 1CAL16 AND RCCH14A

1165 KM ALTA AND VALLEY VIEW

1166 HC 2

*

1167 KK RCAL16

1168 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1169 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1170 KM FACILITY # = LCME 0070,0076,0077

1171 KM LINING = CONCRETE

1172 RD 973 0.0189 0.015 0 TRAP 18 1

*

1 HEC-1 INPUT PAGE 32

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1173 KK CCAL16

1174 KM COMBINE RCAL16 AND RCOK13

1175 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1176 HC 2

*

1177 KK RCCAL16

1178 KM ROUTE CCAL16 TO CAL90-C

1179 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1180 KM FACILITY # = LCME 0040

1181 KM LINING = CONCRETE

1182 RD 525 0.004 0.015 0 TRAP 40 0

*

1183 KK AL90-C

1184 BA 0.171

1185 PB 2.77

1186 LS 0 91.9

1187 UD 0.328

*

1188 KK CAL90-C

1189 KM COMBINE RCCAL16 AND AL90-C

1190 HC 2

*

1191 KKRCAL90-C

1192 KM ROUTE CAL90-C TO MEADOWIN

1193 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1194 KM FACILITY # = LCME 0026, 0028

1195 KM LINING = CONCRETE

1196 RD 1030 0.004 0.015 0 TRAP 42 0

*

1197 KK MEDB

1198 BA 0.230

1199 PB 2.77

1200 LS 0 86.9

1201 UD 0.193

*

1202 KKMEADOWIN

1203 KM COMBINE RCAL90-C AND MEDB

1204 KM COMBINATION AT MEADOWS DETENTION BASIN

1205 KO 1

1206 HC 2

*

1207 KKMEADOWDB

1208 KM MEADOWS DETENTION BASIN

1209 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1210 KM FACILITY # = LCME 0021

1211 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1212 KM UPDATED CURVE REFERENCED FROM OAKEY MEADOWS FINAL DESIGN REPORT (PBS&J, APR 20

1 HEC-1 INPUT PAGE 33

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1213 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1214 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1215 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1216 KM 100-YEAR DISCHARGE =

1217 KM SPILLWAY LENGTH = 150 FT

1218 KM SPILLWAY HEIGHT =

1219 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1220 KM SPILLWAY TYPE = OGEE

1221 KM PMF DISCHARGE =

1222 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1223 KO 1

1224 RS 1 STOR 0

1225 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1226 SV 174.64 196.67 211.98 213.27 235.09 309.3

1227 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1228 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1229 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1230 SQ 1200 1300 1365 1380 1428 5248

*

1231 KKMEADOWOT

1232 KM ROUTE MEADOWDB TO CRMEDET

1233 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1234 KM FACILITY # = LCME 0000,0016,0018

1235 KM LINING = RCB

1236 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1237 KK DAL00A

1238 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1239 DR DAL00A

*

1240 KK RDAL00A

1241 KM ROUTE DAL00A TO RAINBWIN

1242 KM FACILITY = LAS VEGAS CREEK - LORENZI

1243 KM FACILITY # = LCLO 0000, 0008

1244 KM LINING = RCB

1245 RD 2860 0.004 0.015 0 TRAP 7 0

*

1246 KK AL00A

1247 BA 0.474

1248 PB 2.77

1249 LS 0 90.8

1250 UD 0.355

*

1251 KK AL00A-C

1252 BA 0.230

1253 PB 2.77

1254 LS 0 93.0

1255 UD 0.305

*

1 HEC-1 INPUT PAGE 34

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1256 KKRAINBWIN

1257 KM COMBINE RDAL00A, AL00A AND AL00A-C

1258 KM COMBINATION AT RAINBOW DETENTION BASIN

1259 HC 3

*

1260 KKRAINBWDB

1261 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1262 KM FACILITY = LAS VEGAS CREEK CHANNEL

1263 KM FACILITY # = LCCH 0513

1264 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1265 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1266 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1267 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1268 KM 100-YEAR DISCHARGE =

1269 KM SPILLWAY LENGTH = 137.8 FT

1270 KM SPILLWAY HEIGHT =

1271 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1272 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1273 KM PMF DISCHARGE =

1274 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1275 KO 1

1276 RS 1 STOR 0

1277 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1278 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1279 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1280 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1281 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1282 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1283 KKRAINBWOT

1284 KM ROUTE RAINBWDB TO CLC01-C

1285 KM FACILITY = LAS VEGAS CREEK CHANNEL

1286 KM FACILITY # = LCCH 0499

1287 KM LINING = RCP

1288 RD 665 0.0188 0.013 0 CIRC 3.5

*

1289 KK LC01-C

1290 BA 0.089

1291 PB 2.77

1292 LS 0 91.8

1293 UD 0.301

*

1294 KK CLC01-C

1295 KM COMBINE RAINBWOT AND LC01-C

1296 KM US 95, EAST OF RAINBOW BLVD

1297 HC 2

*

1 HEC-1 INPUT PAGE 35

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1298 KKRCLC01-C

1299 KM ROUTE CLC01-C TO CWA02-C

1300 KM FACILITY = LAS VEGAS CREEK CHANNEL

1301 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1302 KM LINING = RCP

1303 RD 5165 0.0108 0.013 0 CIRC 5

*

1304 KK WA02-C

1305 BA 0.269

1306 PB 2.77

1307 LS 0 91.5

1308 UD 0.334

*

1309 KK CWA02-C

1310 KM COMBINE RCLC01-C AND WA02-C

1311 KM JONES AND US 95

1312 HC 2

*

1313 KK AL01B-C

1314 BA 0.367

1315 PB 2.77

1316 LS 0 90.5

1317 UD 0.401

*

1318 KKCCWA02-C

1319 KM COMBINE CWA02-C AND AL01B-C

1320 KM JONES AND US 95

1321 HC 2

*

1322 KKRCCWA02C

1323 KM ROUTE CCWA02-C TO CLC11-C

1324 KM FACILITY = LAS VEGAS CREEK CHANNEL

1325 KM FACILITY # = LCCH 0302, 0377, 0400

1326 KM LINING = RCB

1327 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1328 KK LC11-C

1329 BA 0.384

1330 PB 2.77

1331 LS 0 91.3

1332 UD 0.361

*

1 HEC-1 INPUT PAGE 36

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1333 KK CLC11-C

1334 KM COMBINE RCCCWA02C AND LC11-C

1335 KM DECATUR AND US 95

1336 HC 2

*

1337 KKRCLC11-C

1338 KM ROUTE CLC11-C TO CLC14-C

1339 KM FACILITY = LAS VEGAS CREEK CHANNEL

1340 KM FACILITY # = LCCH 0230, 0270

1341 KM LINING = RCB

1342 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1343 KK LC14-C

1344 BA 0.320

1345 PB 2.77

1346 LS 0 90.6

1347 UD 0.423

*

1348 KK CLC14-C

1349 KM COMBINE RCLC11-C AND LC14-C

1350 KM VALLEY VIEW AND US 95

1351 HC 2

*

1352 KK WA10-C

1353 BA 0.447

1354 PB 2.77

1355 LS 0 87.8

1356 UD 0.367

*

1357 KK WA10D

1358 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1359 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1360 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1361 DT WA10NW

1362 DI 0 10 250 275 300 800 1000 3000

1363 DQ 0 0 0 25 50 550 750 2750

*

1364 KK RWA10D

1365 KM ROUTE WA10D TO CCLC14-C

1366 KM FACILITY = LAS VEGAS CREEK LATERAL

1367 KM FACILITY # = LCLT 0000,0006

1368 KM LINING = CONCRETE

1369 RD 1855 0.005 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 37

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1370 KKCCLC14-C

1371 KM COMBINE CLC14-C AND RWA10D

1372 KM VALLEY VIEW AND US 95

1373 HC 2

*

1374 KK RCCLC14

1375 KM ROUTE CCLC14-C TO CRMEDET

1376 KM FACILITY = LAS VEGAS CREEK CHANNEL

1377 KM FACILITY # = LCCH 0157,0188

1378 KM LINING = RCB

1379 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1380 KK CRMEDET

1381 KM COMBINE MEADOWOT AND RCCLC14

1382 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1383 HC 2

*

1384 KKRCRMEDET

1385 KM ROUTE CRMEDET TO CCLC16-C

1386 KM FACILITY = LAS VEGAS CREEK CHANNEL

1387 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1388 KM LINING = RCB

1389 RD 2305 0.005 0.015 0 TRAP 28 0

*

1390 KK LC16-C

1391 BA 0.312

1392 PB 2.774

1393 LS 0 88.0

1394 UD 0.342

*

1395 KKOG011AC2

1396 BA 0.120

1397 PB 2.77

1398 LS 0 92.0

1399 UD 0.219

*

1400 KK OG011AD

1401 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1402 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1403 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1404 DT OG011D

1405 DI 0 45 100 500 994 10000

1406 DQ 0 0 55 455 949 9955

*

1 HEC-1 INPUT PAGE 38

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1407 KKROG011AD

1408 KM ROUTE OG011AD TO CWA01-C

1409 KM WASHINGTON

1410 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1411 KK WA01-C

1412 BA 0.195

1413 PB 2.77

1414 LS 0 88.7

1415 UD 0.249

*

1416 KK CWA01-C

1417 KM COMBINE ROG011A-C2D AMD WA01-C

1418 KM TORREY PINES AND WASHINGTON

1419 HC 2

*

1420 KK RWA01

1421 KM ROUTE WA01-C TO CWA04-C

1422 KM WASHINGTON

1423 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1424 KK WA04-C

1425 BA 0.197

1426 PB 2.77

1427 LS 0 87.7

1428 UD 0.474

*

1429 KK CWA04-C

1430 KM COMBINE RWA01 AND WA04-C

1431 KM MICHAEL AND WASHINGTON

1432 HC 2

*

1433 KK RCWA04

1434 KM ROUTE CWA04-C TO CWA09-C

1435 KM FACILITY = FREEWAY CHANNEL

1436 KM FACILITY # = LV15 0602

1437 KM LINING = RCP

1438 RD 5980 0.0159 0.013 0 CIRC 8

*

1439 KK WA09-C

1440 BA 0.101

1441 PB 2.77

1442 LS 0 91.3

1443 UD 0.363

*

1 HEC-1 INPUT PAGE 39

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1444 KK CWA09-C

1445 KM COMBINE RCWA04 AND WA09-C

1446 KM VALLEY VIEW AND WASHINGTON

1447 HC 2

*

1448 KK RCWA09

1449 KM ROUTE CWA09-C TO CWA10NW

1450 KM FACILITY = FREEWAY CHANNEL

1451 KM FACILITY # = LV15 0528

1452 KM LINING = RCB

1453 RD 700 0.0119 0.015 0 TRAP 8

*

1454 KK WA10NW

1455 KM RETURN FLOW FROM WA10NW

1456 DR WA10NW

*

1457 KK CWA10NW

1458 KM COMBINE RCWA09 AND WA10NW

1459 KM VALLEY VIEW AND WASHINGTON

1460 HC 2

*

1461 KKRCWA10NW

1462 KM ROUTE CWA10NW TO CWA13-C

1463 KM FACILITY = FREEWAY CHANNEL

1464 KM FACILITY # = LV15 0528

1465 KM LINING = RCB

1466 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1467 KK WA13-C

1468 BA 0.333

1469 PB 2.77

1470 LS 0 89.8

1471 UD 0.264

*

1472 KK CWA13-C

1473 KM COMBINE RCWA10NW AND WA13-C

1474 KM RANCHO DRIVE AND WASHINGTON

1475 HC 2

*

1476 KK WA13D

1477 KM REFERENCED FROM US-95 WIDENING PROJECT

1478 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1479 DT WA13NW

1480 DI 0 500 812 1000 1200

1481 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 40

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1482 KK RWA13D

1483 KM ROUTE WA13D TO CLC16-C

1484 KM FACILITY = FREEWAY CHANNEL

1485 KM FACILITY # = LCRA 0000,0004,0050

1486 KM LINING = RCB

1487 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1488 KK CLC16-C

1489 KM COMBINE LC16-C AND RWA13D

1490 KM RANCHO AND US 95

1491 HC 2

*

1492 KKCCLC16-C

1493 KM COMBINE RCRMEDET AND CLC16-C

1494 KM RANCHO AND US 95

1495 HC 2

*

1496 KK RCCLC16

1497 KM ROUTE CCLC16-C TO CLC20-C

1498 KM FACILITY = LAS VEGAS CREEK CHANNEL

1499 KM FACILITY # = LCCH 0013, 0051, 0110

1500 KM LINING = RCB

1501 RD 3700 0.006 0.015 0 TRAP 28 0

*

1502 KK LC20-C

1503 BA 0.174

1504 PB 2.77

1505 LS 0 91.4

1506 UD 0.483

*

1507 KK CLC20-C

1508 KM COMBINE RCCLC16 AND LC20-C

1509 KM MARTIN LUTHER KING AND US 95

1510 HC 2

*

1511 KKRCLC20-C

1512 KM ROUTE CLC20-C TO CCAL93

1513 KM FACILITY = LAS VEGAS CREEK CHANNEL

1514 KM FACILITY # = LCCH 0000,0013

1515 KM LINING = RCB

1516 RD 2765 0.0082 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 41

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1517 KK CCAL93

1518 KM COMBINE CAL93 AND RCLC20-C

1519 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1520 HC 2

*

1521 KK RCCAL93

1522 KM ROUTE CCAL93 TO CLC21

1523 KM FACILITY = WASHINGTON AVENUE CHANNEL

1524 KM FACILITY # = LVWH 0429,0431,0447,0484

1525 KM LINING = RCB

1526 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1527 KK LC21

1528 BA 0.599

1529 PB 2.77

1530 LS 0 94.8

1531 UD 0.550

*

1532 KK CLC21

1533 KM COMBINE RCCAL93 AND LC21

1534 KM INDUSTRIAL AND US 95

1535 HC 2

*

1536 KK DCLC21

1537 KM FLOW SPLIT TO FACILITY LVOE 0345

1538 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1539 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1540 DT DLVOE

1541 DI 0 2870 10000

1542 DQ 0 0 7130

*

1543 KK RDCLC21

1544 KM ROUTE DCLC21 TO CV1-C

1545 KM FACILITY = WASHINGTON AVENUE CHANNEL

1546 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

1547 KM LINING = RCB

1548 RD 4785 0.009 0.015 0 TRAP 12 0

*

1549 KK V1-C

1550 BA 0.282

1551 PB 2.77

1552 LS 0 92.0

1553 UD 0.339

*

1 HEC-1 INPUT PAGE 42

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1554 KK CH59-C

1555 BA 0.340

1556 PB 2.77

1557 LS 0 94.0

1558 UD 0.489

*

1559 KK DCH59-C

1560 KM FLOW SPLIT TO CH60A-C

1561 KM SPLIT TO FLAMINGO WASH SYSTEM

1562 KM DEVELOPED FROM CWH MODEL

1563 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

1564 DT DFLAM

1565 DI 0 222 1000

1566 DQ 0 0 778

*

1567 KKDDCH59-C

1568 KM FLOW SPLIT TO BN03-C

1569 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

1570 KM DBN00 IN CWH

1571 DT DBN03

1572 DI 0 167 1000

1573 DQ 0 0 833

*

1574 KK RDDCH59

1575 KM ROUTE DDCH59-C TO CV1-C

1576 KM 48" RCP UNDER LAS VEGAS BLVD

1577 KM LINING = RCP

1578 RD 3000 0.0217 0.013 0 CIRC 4

*

1579 KK CV1-C

1580 KM COMBINE RCLC21, V1-C, AND RDDCH59

1581 KM WASHINGTON AND LAS VEGAS BLVD

1582 HC 3

*

1583 KK RCV1-C

1584 KM ROUTE CV1-C TO CX-C1

1585 KM FACILITY = WASHINGTON AVENUE CHANNEL

1586 KM FACILITY # = LVWH 0240, 0305

1587 KM LINING = RCB

1588 RD 2750 0.015 0.015 0 TRAP 24 0

*

1589 KK X-C1

1590 BA 0.278

1591 PB 2.77

1592 LS 0 90.6

1593 UD 0.272

*

1 HEC-1 INPUT PAGE 43

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1594 KK CX-C1

1595 KM COMBINE RCV1-C AND X-C1

1596 KM WASHINGTON AND BRUCE

1597 HC 2

*

1598 KK RCX-C1

1599 KM ROUTE CX-C1 TO CN-C

1600 KM FACILITY = WASHINGTON AVENUE CHANNEL

1601 KM FACILITY # = LVWH 0240

1602 KM LINING = RCB

1603 RD 2540 0.015 0.015 0 TRAP 24 0

*

1604 KK M

1605 BA 0.267

1606 PB 2.77

1607 LS 0 90.2

1608 UD 0.426

*

1609 KK RM

1610 KM ROUTE M TO CN-C

1611 KM SEARLES TO EASTERN

1612 RD 3900 0.0064 0.016 0 TRAP 0 50

*

1613 KK N-C

1614 BA 0.264

1615 PB 2.77

1616 LS 0 88.5

1617 UD 0.408

*

1618 KK CN-C

1619 KM COMBINE RCX-C1, RM, AND N-C

1620 KM WASHINGTON AND EASTERN

1621 HC 3

*

1622 KK RCN-C

1623 KM ROUTE CN-C TO CP-C

1624 KM FACILITY = WASHINGTON AVENUE CHANNEL

1625 KM FACILITY # = LVWH 0155,0234

1626 KM LINING = RCB

1627 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1628 KK P-C

1629 BA 0.309

1630 PB 2.77

1631 LS 0 87.4

1632 UD 0.397

*

1 HEC-1 INPUT PAGE 44

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1633 KK CP-C

1634 KM COMBINE RCN-C AND P-C

1635 KM WASHINGTON AND MOJAVE

1636 HC 2

*

1637 KK RCP-C

1638 KM ROUTE CP-C TO CQ-C

1639 KM FACILITY = WASHINGTON AVENUE CHANNEL

1640 KM FACILITY # = LVWH 0136,0155

1641 KM LINING = RCB

1642 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1643 KK Q-C

1644 BA 0.258

1645 PB 2.77

1646 LS 0 85.6

1647 UD 0.408

*

1648 KK CQ-C

1649 KM COMBINE RCP-C AND Q-C

1650 KM WASHINGTON AND PECOS

1651 HC 2

*

1652 KK RCQ-C

1653 KM ROUTE CQ-C TO CLVW01-C

1654 KM FACILITY = WASHINGTON AVENUE CHANNEL

1655 KM FACILITY # = LVWH 0086,0087,0136

1656 KM LINING = RCB

1657 RD 3800 0.0033 0.015 0 TRAP 36 0

*

1658 KK LVW01-C

1659 BA 0.236

1660 PB 2.77

1661 LS 0 85.0

1662 UD 0.456

*

1663 KKCLVW01-C

1664 KM COMBINE RCQ-C AND LVW01-C

1665 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

1666 HC 2

*

1667 KK DLVOE

1668 KM RETRIEVE DLVOE

1669 DR DLVOE

*

1 HEC-1 INPUT PAGE 45

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1670 KK RDLVOE

1671 KM ROUTE DLVOE TO CH-C1

1672 KM FACILITY = OWENS AVENUE CHANNEL

1673 KM FACILITY # = LVOE 0236,0331,0345

1674 KM LINING = RCB

1675 RD 7435 0.0133 0.015 0 TRAP 13 0

*

1676 KK H-C1

1677 BA 0.287

1678 PB 2.77

1679 LS 0 91.8

1680 UD 0.270

*

1681 KK CH-C1

1682 KM COMBINE H-C AND RDLVOE

1683 KM OWENS AND LAS VEGAS BLVD

1684 HC 2

*

1685 KK RCH-C1

1686 KM ROUTE CH-C1 TO CE-C

1687 KM FACILITY = OWENS AVENUE CHANNEL

1688 KM FACILITY # = LVOE 0134

1689 KM LINING = RCB

1690 RD 5380 0.01 0.015 0 TRAP 12 0

*

1691 KK E-C

1692 BA 0.614

1693 PB 2.77

1694 LS 0 87.2

1695 UD 0.395

*

1696 KK CE-C

1697 KM COMBINE RCH-C AND E-C

1698 KM OWENS AND EASTERN

1699 HC 2

*

1700 KK RCE-C

1701 KM ROUTE CE-C TO CG

1702 KM FACILITY = OWENS AVENUE CHANNEL

1703 KM FACILITY # = LVOE 0085

1704 KM LINING = RCB

1705 RD 2540 0.0062 0.015 0 TRAP 13 0

*

1 HEC-1 INPUT PAGE 46

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1706 KK G

1707 BA 0.233

1708 PB 2.77

1709 LS 0 84.2

1710 UD 0.422

*

1711 KK CG

1712 KM COMBINE RCE-C AND G

1713 KM OWENS AND STATZ

1714 HC 2

*

1715 KK RCG

1716 KM ROUTE CG TO CK-C1

1717 KM FACILITY = OWENS AVENUE CHANNEL

1718 KM FACILITY # = LVOE 0000

1719 KM LINING = RCB

1720 RD 4700 0.0047 0.015 0 TRAP 15 0

*

1721 KK K-C1

1722 BA 0.320

1723 PB 2.77

1724 LS 0 85.1

1725 UD 0.500

*

1726 KK CK-C1

1727 KM COMBINE RCG AND K-C1

1728 KM OWENS, AT LVMD 1354

1729 HC 2

*

1730 KK RCK-C1

1731 KM ROUTE CK-C1 TO CLVW01

1732 KM FACILITY = LAS VEGAS WASH MIDDLE

1733 KM FACILITY # = LVMD 1321

1734 KM LINING = CONCRETE

1735 RD 1950 0.004 0.015 0 TRAP 80 2

*

1736 KKCCLVW01C

1737 KM COMBINE CLVW01-C AND RCRCK-C

1738 KM COMBINATION OF LAS VEGAS WASH FLOWS

1739 HC 2

*

1740 KKRCCLVW01

1741 KM ROUTE CLVW01C TO CCBN15-C

1742 KM FACILITY = LAS VEGAS WASH MIDDLE

1743 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

1744 KM LINING = CONCRETE

1745 RD 7445 0.004 0.015 0 TRAP 60 2

*

1 HEC-1 INPUT PAGE 47

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1746 KK BN06-C

1747 BA 0.340

1748 PB 2.77

1749 LS 0 89.3

1750 UD 0.201

*

1751 KK BN03-C

1752 BA 0.415

1753 PB 2.77

1754 LS 0 87.3

1755 UD 0.344

*

1756 KK DBN03

1757 KM RETREIVE DBN03

1758 DR DBN03

*

1759 KK RDBN03

1760 KM ROUTE DBN03 TO CBN03

1761 KM BONANZA

1762 RD 5900 0.0264 0.016 0 TRAP 0 50

*

1763 KK CBN03

1764 KM COMBINE BN06-C, BN03-C, AND RDBN03

1765 KM BONANZA AND EASTERN

1766 HC 3

*

1767 KK RCBN03

1768 KM ROUTE CBN03 TO CBN08

1769 KM FACILITY = LAS VEGAS WASH - BONANZA

1770 KM FACILITY # = LVBZ 0211,0224

1771 KM LINING = RCB

1772 RD 2980 0.0072 0.015 0 TRAP 8 0

*

1773 KK BN08

1774 BA 0.210

1775 PB 2.77

1776 LS 0 91.8

1777 UD 0.378

*

1778 KK CBN08

1779 KM COMBINE RCBN03 AND BN08

1780 KM BONANZA AND MOJAVE

1781 HC 2

*

1 HEC-1 INPUT PAGE 48

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1782 KK RCBN08

1783 KM ROUTE CBN08 TO CBN09

1784 KM FACILITY = LAS VEGAS WASH - BONANZA

1785 KM FACILITY # = LVBZ 0167, 0188

1786 KM LINING = RCB

1787 RD 2330 0.007 0.015 0 TRAP 9 0

*

1788 KK BN09

1789 BA 0.233

1790 PB 2.77

1791 LS 0 83.9

1792 UD 0.411

*

1793 KK CBN09

1794 KM COMBINE RCBN08 AND BN09

1795 KM BONANZA AND PECOS

1796 HC 2

*

1797 KK RCBN09

1798 KM ROUTE CBN09 TO CBN10-C

1799 KM FACILITY = LAS VEGAS WASH - BONANZA

1800 KM FACILITY # = LVBZ 0114

1801 KM LINING = RCB

1802 RD 2740 0.004 0.015 0 TRAP 24 0

*

1803 KK BN10-C

1804 BA 0.257

1805 PB 2.77

1806 LS 0 88.8

1807 UD 0.406

*

1808 KK CBN10-C

1809 KM COMBINE RDCBN09 AND BN10-C

1810 KM BONANZA AND SANDHILL

1811 HC 2

*

1812 KKRCBN10-C

1813 KM ROUTE CBN10-C TO CBN12-C

1814 KM FACILITY = LAS VEGAS WASH - BONANZA

1815 KM FACILITY # = LVBZ 0064

1816 KM LINING = RCB

1817 RD 2630 0.004 0.015 0 TRAP 24 0

*

1 HEC-1 INPUT PAGE 49

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1818 KK BN12-C

1819 BA 0.323

1820 PB 2.77

1821 LS 0 87.4

1822 UD 0.397

*

1823 KK CBN12-C

1824 KM COMBINE RCBN10-C AND BN12-C

1825 KM BONANZA AND LAMB

1826 HC 2

*

1827 KKRCBN12-C

1828 KM ROUTE CBN12-C TO CBN15-C

1829 KM FACILITY = LAS VEGAS WASH - BONANZA

1830 KM FACILITY # = LVBZ 0000

1831 KM LINING = RCB

1832 RD 3400 0.004 0.015 0 TRAP 24 0

*

1833 KK BN15-C

1834 BA 0.283

1835 PB 2.77

1836 LS 0 87.0

1837 UD 0.414

*

1838 KK CBN15-C

1839 KM COMBINE RCBN12-C AND BN15-C

1840 KM LAS VEGAS WASH AND BONANZA

1841 HC 2

*

1842 KKCCBN15-C

1843 KM COMBINE RCCLVW01 AND CBN15-C

1844 KM LAS VEGAS WASH AND BONANZA

1845 HC 2

*

1846 KKRCBN15-C

1847 KM ROUTE CCBN15-C TO CCCA10-C

1848 KM FACILITY = LAS VEGAS WASH MIDDLE

1849 KM FACILITY # = LVMD 1149

1850 KM LINING = CONCRETE

1851 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

1852 KK CA03

1853 BA 0.345

1854 PB 2.77

1855 LS 0 88.1

1856 UD 0.298

*

1 HEC-1 INPUT PAGE 50

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1857 KK RCA03

1858 KM ROUTE CA03 TO CCA04

1859 KM STEWART

1860 RD 3000 0.0107 0.016 0 TRAP 0 50

*

1861 KK CA04-C

1862 BA 0.370

1863 PB 2.77

1864 LS 0 89.6

1865 UD 0.394

*

1866 KK CCA04

1867 KM COMBINE RCA03 AND CA04-C

1868 KM STEWART AND MOJAVE

1869 HC 2

*

1870 KK RCCA04

1871 KM ROUTE CCA04 TO CCA05

1872 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

1873 KM FACILITY # = CNST 0000

1874 KM LINING = RCB

1875 RD 2120 0.009 0.015 0 TRAP 8 0

*

1876 KK CA05

1877 BA 0.241

1878 PB 2.77

1879 LS 0 91.9

1880 UD 0.378

*

1881 KK CCA05

1882 KM COMBINE RCCA04 AND CA05

1883 KM STEWART AND PECOS

1884 HC 2

*

1885 KK RCCA05

1886 KM ROUTE CCA05 TO CCA06

1887 KM FACILITY = CEDAR AVENUE CHARLESTON

1888 KM FACILITY # = CACN 0001

1889 KM LINING = RCB

1890 RD 1867 0.004 0.015 0 TRAP 10 0

*

1891 KK CA06-C

1892 BA 0.401

1893 PB 2.77

1894 LS 0 85.0

1895 UD 0.418

*

1 HEC-1 INPUT PAGE 51

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1896 KK CCA06

1897 KM COMBINE RCCA05 AND CA06-C

1898 KM PECOS AND CEDAR AVENUE

1899 HC 2

*

1900 KK RCCA06

1901 KM ROUTE CCA06 TO CCA08

1902 KM FACILITY = CEDAR AVENUE CHANNEL

1903 KM FACILITY # = CACH 0081,0127,0129,0146,0148

1904 KM LINING = CONCRETE

1905 RD 4634 0.0026 0.015 0 TRAP 10 0

*

1906 KK CA08-C

1907 BA 0.256

1908 PB 2.77

1909 LS 0 90.8

1910 UD 0.400

*

1911 KK CCA08-C

1912 KM COMBINE RCCA06 AND CA08-C

1913 KM CEDAR AVENUE AND LAMB

1914 HC 2

*

1915 KKRCCA08-C

1916 KM ROUTE CCA08 TO CCA10-C

1917 KM FACILITY = CEDAR AVENUE CHANNEL

1918 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

1919 KM LINING = CONCRETE

1920 RD 4386 0.0037 0.015 0 TRAP 10 0

*

1921 KK CA10-C

1922 BA 0.192

1923 PB 2.77

1924 LS 0 90.3

1925 UD 0.433

*

1926 KK CCA10-C

1927 KM COMBINE RCCA08-C AND CA10-C

1928 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

1929 HC 2

*

1930 KKCCCA10-C

1931 KM COMBINE RCBN15-C AND CCA10-C

1932 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

1933 HC 2

*

1 HEC-1 INPUT PAGE 52

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1934 KKRCCCA10C

1935 KM ROUTE CCCA10-C TO CCST03-C

1936 KM FACILITY = LAS VEGAS WASH MIDDLE

1937 KM FACILITY # = LVMD 1119,1121

1938 KM LINING = CONCRETE

1939 RD 1520 0.002 0.015 0 TRAP 90 1

*

1940 KK ST01-C

1941 BA 0.246

1942 PB 2.77

1943 LS 0 90.2

1944 UD 0.478

*

1945 KK RST01-C

1946 KM ROUTE ST01-C TO CST03-C

1947 KM STEWART

1948 RD 4700 0.0032 0.016 0 TRAP 0 50

*

1949 KK ST03-C

1950 BA 0.221

1951 PB 2.77

1952 LS 0 89.4

1953 UD 0.511

*

1954 KK CST03-C

1955 KM COMBINE RST01-C AND ST03-C

1956 KM STEWART AND LAS VEGAS WASH

1957 HC 2

*

1958 KKCCST03-C

1959 KM COMBINE RCCCA10C AND CST03-C

1960 KM STEWART AND LAS VEGAS WASH

1961 HC 2

*

1962 KKRCCST03C

1963 KM ROUTE CCST03-C TO CCCH77-C

1964 KM FACILITY = LAS VEGAS WASH MIDDLE

1965 KM FACILITY # = LVMD 1069,1071

1966 KM LINING = CONCRETE

1967 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

1968 KK CH70-C

1969 BA 0.260

1970 PB 2.77

1971 LS 0 90.5

1972 UD 0.435

*

1 HEC-1 INPUT PAGE 53

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

1973 KK CH73

1974 BA 0.141

1975 PB 2.77

1976 LS 0 90.9

1977 UD 0.140

*

1978 KK CCH73-C

1979 KM COMBINE CH70-C AND CH73

1980 KM CHARLESTON AND US 95

1981 HC 2

*

1982 KK RCH73

1983 KM ROUTE CCH73 TO CCH75-C

1984 KM CHARLESTON

1985 RD 3300 0.0061 0.016 0 TRAP 0 50

*

1986 KK CH75-C

1987 BA 0.356

1988 PB 2.77

1989 LS 0 90.3

1990 UD 0.517

*

1991 KK CCH75-C

1992 KM COMBINE RCH73 AND CH75-C

1993 KM LAMB AND CHARLESTON

1994 HC 2

*

1995 KK CH76

1996 BA 0.138

1997 PB 2.77

1998 LS 0 92.6

1999 UD 0.339

*

2000 KK CCH76

2001 KM COMBINE CH76 AND CCH75-C

2002 KM LAMB AND CHARLESTON

2003 HC 2

*

2004 KK RCCH76

2005 KM ROUTE CCH76 TO CCH77-C

2006 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2007 KM FACILITY # = LVCA 0000

2008 KM LINING = RCB

2009 RD 4600 0.003 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 54

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2010 KK CH77-C

2011 BA 0.448

2012 PB 2.77

2013 LS 0 90.1

2014 UD 0.517

*

2015 KK CCH77-C

2016 KM COMBINE RCCH76 AND CH77-C

2017 KM CHARLESTON FLOW @ LAS VEGAS WASH

2018 HC 2

*

2019 KKCCCH77-C

2020 KM COMBINE RCCST03C AND CCH77-C

2021 KM CHARLESTON BLVD @ LAS VEGAS WASH

2022 HC 2

*

2023 KK RCCCH73

2024 KM ROUTE CCCH73 TO CCNEL06

2025 KM FACILITY = LAS VEGAS WASH MIDDLE

2026 KM FACILITY # = LVMD 1054

2027 KM LINING = CONCRETE

2028 RD 860 0.005 0.015 0 TRAP 120 0

*

2029 KK CH91-C

2030 BA 0.128

2031 PB 2.77

2032 LS 0 94.2

2033 UD 0.257

*

2034 KK RCH91-C

2035 KM ROUTE CH91-C TO CCH92-C

2036 KM COLORADO AVENUE

2037 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2038 KK CH92-C

2039 BA 0.223

2040 PB 2.77

2041 LS 0 89.7

2042 UD 0.336

*

2043 KK CCH92-C

2044 KM COMBINE RCH91-C AND CH92-C

2045 KM COLORADO AND US 95

2046 HC 2

*

1 HEC-1 INPUT PAGE 55

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2047 KK RCH92-C

2048 KM ROUTE CCH92-C TO CCH94

2049 KM FACILITY = COLORADO AVENUE SYSTEM

2050 KM FACILITY # = LVCO 0106,0109

2051 KM LINING = RCB

2052 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2053 KK CH93

2054 BA 0.266

2055 PB 2.77

2056 LS 0 88.0

2057 UD 0.344

*

2058 KK RCH93

2059 KM ROUTE CH93 TO CCH94

2060 KM WYOMING

2061 RD 3800 0.004 0.016 0 TRAP 0 50

*

2062 KK CH94

2063 BA 0.363

2064 PB 2.77

2065 LS 0 84.0

2066 UD 0.522

*

2067 KK CCH94

2068 KM COMBINE RCH93 AND CH94

2069 KM COLORADO AND LAMB

2070 HC 2

*

2071 KK CCCH94

2072 KM COMBINE RCH92-C AND CCH94

2073 KM COLORADO AND LAMB

2074 HC 2

*

2075 KK RCCCH94

2076 KM ROUTE CCH94 TO CNEL06

2077 KM FACILITY = COLORADO AVENUE SYSTEM

2078 KM FACILITY # = LVCO 0000,0012,0064

2079 KM LINING = RCB

2080 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2081 KK NEL06-C

2082 BA 0.323

2083 PB 2.77

2084 LS 0 88.2

2085 UD 0.483

*

1 HEC-1 INPUT PAGE 56

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2086 KK CNEL06

2087 KM COMBINE RCCH94 AND NEL06

2088 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2089 HC 2

*

2090 KK CCNEL06

2091 KM COMBINE RCCNEL04 AND CNEL06

2092 KM LAS VEGAS WASH AND COLORADO AVE.

2093 HC 2

*

2094 KK SA10-2

2095 BA 0.204

2096 PB 2.77

2097 LS 0 91.9

2098 UD 0.633

*

2099 KK SA10-1

2100 BA 0.277

2101 PB 2.77

2102 LS 0 92.6

2103 UD 0.611

*

2104 KK CSA10-1

2105 KM COMBINE SA10-1 AND SA10-2

2106 KM NEAR SAHARA AND UPRR

2107 HC 2

*

2108 KKRCSA10-1

2109 KM ROUTE CSA10-1 TO CSA11

2110 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2111 KM FACILITY # = BHSA 0289

2112 KM LINING = RCB

2113 RD 2300 0.0087 0.015 0 TRAP 14 0

*

2114 KK SA11

2115 BA 0.395

2116 PB 2.77

2117 LS 0 94.9

2118 UD 0.511

*

2119 KK CSA11

2120 KM COMBINE RCSA10 AND SA11

2121 KM SAHARA AND LAS VEGAS BLVD

2122 HC 2

*

1 HEC-1 INPUT PAGE 57

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2123 KK RCSA11

2124 KM ROUTE CSA11 TO CSA13-CB

2125 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2126 KM FACILITY # = BHSA 0175

2127 KM LINING = RCB

2128 RD 3030 0.0067 0.015 0 TRAP 14 0

*

2129 KK SA13-CB

2130 BA 0.115

2131 PB 2.77

2132 LS 0 93.7

2133 UD 0.328

*

2134 KKCSA13-CB

2135 KM COMBINE RCSA11 AND SA13-CB

2136 KM MARYLAND PARKWAY AND SAHARA

2137 HC 2

*

2138 KKRCSA13-CB

2139 KM ROUTE CSA13-CB TO CFR01B

2140 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2141 KM FACILITY # = BHSA 0175

2142 KM LINING = RCB

2143 RD 1670 0.0067 0.015 0 TRAP 14 0

*

2144 KK FR01B

2145 BA 0.067

2146 PB 2.77

2147 LS 0 93.1

2148 UD 0.313

*

2149 KK CFR01B

2150 KM COMBINE RCSA13-CB AND FR01B

2151 KM 10TH STREET AND SAHARA

2152 HC 2

*

2153 KK RCFR01B

2154 KM ROUTE CFR01B TO CSA13-CC

2155 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2156 KM FACILITY # = BHSA 0175

2157 KM LINING = RCB

2158 RD 1315 0.0067 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 58

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2159 KK SA13-CC

2160 BA 0.110

2161 PB 2.77

2162 LS 0 94.6

2163 UD 0.319

*

2164 KKCSA13-CC

2165 KM COMBINE RCFR01B AND SA13-CC

2166 KM MARYLAND PARKWAY AND SAHARA

2167 HC 2

*

2168 KKRCSA13-CC

2169 KM ROUTE CSA13-CC TO CFR02A

2170 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2171 KM FACILITY # = BHSA 0075

2172 KM LINING = RCB

2173 RD 1330 0.0211 0.015 0 TRAP 12 0

*

2174 KK FR02A

2175 BA 0.114

2176 PB 2.77

2177 LS 0 90.9

2178 UD 0.275

*

2179 KK CFR02A

2180 KM COMBINE RCSA13-CC AND FR02A

2181 KM 15TH STREET AND SAHARA

2182 HC 2

*

2183 KK RCFR02A

2184 KM ROUTE CFR02A TO CFR02B

2185 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2186 KM FACILITY # = BHSA 0075

2187 KM LINING = RCB

2188 RD 1240 0.0211 0.015 0 TRAP 12 0

*

2189 KK FR02B

2190 BA 0.042

2191 PB 2.77

2192 LS 0 86.2

2193 UD 0.152

*

1 HEC-1 INPUT PAGE 59

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2194 KK CFR02B

2195 KM COMBINE RCFR02A AND FR02B

2196 KM 17TH STREET AND SAHARA

2197 HC 2

*

2198 KK SA14A

2199 BA 0.127

2200 PB 2.77

2201 LS 0 90.7

2202 UD 0.228

*

2203 KK CSA14A

2204 KM COMBINE CFR02B AND SA14A

2205 KM SPENCER AND SAHARA

2206 HC 2

*

2207 KK RCSA14A

2208 KM ROUTE CSA14A TO CSA14B

2209 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2210 KM FACILITY # = BHSA 0075

2211 KM LINING = RCB

2212 RD 1300 0.0211 0.015 0 TRAP 12 0

*

2213 KK SA13-CA

2214 BA 0.245

2215 PB 2.77

2216 LS 0 94.5

2217 UD 0.631

*

2218 KKRSA13-CA

2219 KM ROUTE SA13-CA TO CFW40A

2220 KM FACILITY = KAREN AVE

2221 RD 4070 0.0214 0.016 0 TRAP 0 50

*

2222 KK FW40A

2223 BA 0.118

2224 PB 2.77

2225 LS 0 85.1

2226 UD 0.264

*

2227 KK CFW40A

2228 KM COMBINE RSA13-CA AND FW40A

2229 KM BURNHAM AND KAREN

2230 HC 2

*

1 HEC-1 INPUT PAGE 60

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2231 KK DFW40AN

2232 KM FLOW SPLIT AT BURNHAM/KAREN

2233 KM DIVERTED FLOW CONTINUES IN KAREN

2234 DT DFW40AE

2235 DI 0 100 200 300

2236 DQ 0 82 164 246

*

2237 KKRDFW40AN

2238 KM ROUTE DFW40AN TO CSA14B

2239 KM FACILITY = BURNHAM AVE

2240 RD 1250 0.0080 0.016 0 TRAP 0 50

*

2241 KK SA14B

2242 BA 0.058

2243 PB 2.77

2244 LS 0 90.9

2245 UD 0.175

*

2246 KK CSA14B

2247 KM COMBINE RCSA14A, RDFW40AN AND SA14B

2248 KM BURNHAM AND SAHARA

2249 HC 3

*

2250 KK RCSA14B

2251 KM ROUTE CSA14B TO CSA14C

2252 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2253 KM FACILITY # = BHSA 0075

2254 KM LINING = RCB

2255 RD 1325 0.0211 0.015 0 TRAP 12 0

*

2256 KK FR01A

2257 BA 0.177

2258 PB 2.77

2259 LS 0 91.3

2260 UD 0.499

*

2261 KK RFR01A

2262 KM ROUTE FR01A TO FR02C

2263 KM FACILITY = ST LOUIS AVE

2264 RD 5400 0.0209 0.016 0 TRAP 0 50

*

2265 KK FR02C

2266 BA 0.258

2267 PB 2.77

2268 LS 0 87.1

2269 UD 0.375

*

1 HEC-1 INPUT PAGE 61

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2270 KK CFR02C

2271 KM COMBINE RFR01A AND FR02C

2272 KM EASTERN AND ST LOUIS AVE

2273 HC 2

*

2274 KK RFR02C

2275 KM ROUTE CFR02 TO CSA14C

2276 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

2277 KM FACILITY # = SAEA 0000

2278 KM LINING = RCB

2279 RD 1440 0.002 0.015 0 TRAP 10 0

*

2280 KK SA14C

2281 BA 0.060

2282 PB 2.77

2283 LS 0 93.2

2284 UD 0.179

*

2285 KK CSA14C

2286 KM COMBINE RCSA14B, RFR02C AND SA14C

2287 KM EASTERN AND SAHARA

2288 HC 3

*

2289 KK RCSA14C

2290 KM ROUTE CSA14C TO CSA16A

2291 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2292 KM FACILITY # = BHSA 0026

2293 KM LINING = RCB

2294 RD 1300 0.013 0.015 0 TRAP 14 0

*

2295 KK SA16A

2296 BA 0.059

2297 PB 2.77

2298 LS 0 90.9

2299 UD 0.199

*

2300 KK CSA16A

2301 KM COMBINE RCSA14C AND SA16A

2302 KM ATLANTIC AND SAHARA

2303 HC 2

*

2304 KK RCSA16A

2305 KM ROUTE CSA16A TO CSA16B

2306 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2307 KM FACILITY # = BHSA 0026

2308 KM LINING = RCB

2309 RD 1315 0.013 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 62

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2310 KK DFW40AE

2311 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

2312 DR DFW40AE

*

2313 KK FW41A

2314 BA 0.160

2315 PB 2.77

2316 LS 0 84.0

2317 UD 0.337

*

2318 KK CFW41A

2319 KM COMBINE DFW40AE AND FW41A

2320 KM MCLEOD AND KAREN

2321 HC 2

*

2322 KK DFW41AN

2323 KM FLOW SPLIT AT MCLEOD/KAREN

2324 KM DIVERTED FLOW CONTINUES IN KAREN

2325 DT DFW41AE

2326 DI 0 100 200 300 400

2327 DQ 0 63 128 194 260

*

2328 KKRDFW41AN

2329 KM ROUTE DFW41AN TO CSA16B

2330 KM FACILITY = MCLEOD DR

2331 RD 1295 0.0116 0.016 0 TRAP 0 50

*

2332 KK SA16B

2333 BA 0.060

2334 PB 2.77

2335 LS 0 89.6

2336 UD 0.206

*

2337 KK CSA16B

2338 KM COMBINE RCSA16A, RDFW41AN AND SA16B

2339 KM MCLEOD AND SAHARA

2340 HC 3

*

2341 KK RCSA16B

2342 KM ROUTE CSA16B TO CSA16C

2343 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2344 KM FACILITY # = BHSA 0026

2345 KM LINING = RCB

2346 RD 1390 0.013 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 63

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2347 KK SA16C

2348 BA 0.065

2349 PB 2.77

2350 LS 0 90.6

2351 UD 0.192

*

2352 KK CSA16C

2353 KM COMBINE RCSA16B AND SA16C

2354 KM SAHARA AND MOJAVE

2355 HC 2

*

2356 KK FR03-B

2357 BA 0.065

2358 PB 2.77

2359 LS 0 90.6

2360 UD 0.192

*

2361 KK CFR03B

2362 KM COMBINE CSA16C AND FR03-B

2363 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

2364 HC 2

*

2365 KK RCFR03B

2366 KM ROUTE CFR03B TO CCFR03

2367 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2368 KM FACILITY # = BHSA 0000

2369 KM LINING = RCB

2370 RD 1300 0.0079 0.015 0 TRAP 14 0

*

2371 KK CH51

2372 BA 0.237

2373 PB 2.77

2374 LS 0 92.5

2375 UD 0.467

*

2376 KK RCH51

2377 KM ROUTE CH51 TO CCH52

2378 KM FACILITY = FLAMINGO - BOULDER NORTH

2379 KM FACILITY # = FLBN 0342

2380 KM LINING = RCB

2381 RD 4300 0.0042 0.015 0 TRAP 7 0

*

1 HEC-1 INPUT PAGE 64

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2382 KK CH52-C

2383 BA 0.311

2384 PB 2.77

2385 LS 0 94.8

2386 UD 0.389

*

2387 KK CCH52

2388 KM COMBINE RCH51 AND CH52-C

2389 KM CHARLESTON AND LAS VEGAS BLVD

2390 HC 2

*

2391 KK RCCH52

2392 KM ROUTE CCH52 TO CCH56

2393 KM FACILITY = FLAMINGO - BOULDER NORTH

2394 KM FACILITY # = FLBN 0281

2395 KM LINING = RCB

2396 RD 2000 0.0133 0.015 0 TRAP 10 0

*

2397 KK CH56-A

2398 BA 0.140

2399 PB 2.77

2400 LS 0 92.4

2401 UD 0.362

*

2402 KK CCH56A

2403 KM COMBINE RCCH52 AND CH56-A

2404 KM CHARLESTON AND 10TH ST

2405 HC 2

*

2406 KK RCCH56A

2407 KM ROUTE CCH56A TO CCH56B

2408 KM FACILITY = FLAMINGO - BOULDER NORTH

2409 KM FACILITY # = FLBN 0281

2410 KM LINING = RCB

2411 RD 1100 0.0133 0.015 0 TRAP 10 0

*

2412 KK CH56-B

2413 BA 0.244

2414 PB 2.77

2415 LS 0 90.0

2416 UD 0.492

*

1 HEC-1 INPUT PAGE 65

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2417 KK DFLAM

2418 KM RETRIEVE DFLAM

2419 DR DFLAM

*

2420 KK RDFLAM

2421 KM ROUTE DFLAM TO CCH60A

2422 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

2423 KM FACILITY # = FLMP 0000

2424 KM LINING = RCB

2425 RD 5300 0.0049 0.015 0 TRAP 8 0

*

2426 KK CH60-A

2427 BA 0.377

2428 PB 2.77

2429 LS 0 91.8

2430 UD 0.440

*

2431 KK CCH60A

2432 KM COMBINE RDFLAM AND CH60-A

2433 HC 2

*

2434 KK CCH56B

2435 KM COMBINE RCCH56A, CH56-B, AND CCH60A

2436 KM MARYLAND PARKWAY AND CHARLESTON

2437 HC 3

*

2438 KK RCCH56B

2439 KM ROUTE CCH56B TO CCH63-A

2440 KM FACILITY = FLAMINGO - BOULDER NORTH

2441 KM FACILITY # = FLBN 0205

2442 KM LINING = RCB

2443 RD 1200 0.023 0.015 0 TRAP 10 0

*

2444 KK CH63-A

2445 BA 0.112

2446 PB 2.77

2447 LS 0 89.7

2448 UD 0.245

*

2449 KK CCH63A

2450 KM COMBINE RCCH56B AND CH63-A

2451 KM CHARLESTON AND 15TH ST

2452 HC 2

*

1 HEC-1 INPUT PAGE 66

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2453 KK RCCH63A

2454 KM ROUTE CCH63A TO CCH63B

2455 KM FACILITY = FLAMINGO - BOULDER NORTH

2456 KM FACILITY # = FLBN 0205

2457 KM LINING = RCB

2458 RD 2800 0.023 0.015 0 TRAP 10 0

*

2459 KK CH63-B

2460 BA 0.153

2461 PB 2.77

2462 LS 0 90.4

2463 UD 0.172

*

2464 KK CCH63B

2465 KM COMBINE RCCH63A AND CH63-B

2466 KM CHARLESTON AND BURNHAM

2467 HC 2

*

2468 KK RCCH63B

2469 KM ROUTE CCH63B TO CCH68A

2470 KM FACILITY = FLAMINGO - BOULDER NORTH

2471 KM FACILITY # = FLBN 0180

2472 KM LINING = RCB

2473 RD 1900 0.0131 0.015 0 TRAP 20 0

*

2474 KK CH68-A

2475 BA 0.294

2476 PB 2.77

2477 LS 0 90.2

2478 UD 0.367

*

2479 KK CCH68A

2480 KM COMBINE RCCH63B AND CH68-A

2481 KM CHARLESTON AND BOULDER HIGHWAY

2482 HC 2

*

2483 KK RCCH68A

2484 KM ROUTE CCH68A TO CCH67A

2485 KM FACILITY = FLAMINGO - BOULDER NORTH

2486 KM FACILITY # = FLBN 0038

2487 KM LINING = RCB

2488 RD 960 0.0059 0.015 0 TRAP 15 0

*

1 HEC-1 INPUT PAGE 67

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2489 KK CH67-A

2490 BA 0.333

2491 PB 2.77

2492 LS 0 86.0

2493 UD 0.359

*

2494 KK CCH67A

2495 KM COMBINE RCCH68A AND CH67-A

2496 HC 2

*

2497 KK RCCH67A

2498 KM ROUTE CCH67A TO CFR04

2499 KM FACILITY = FLAMINGO - BOULDER NORTH

2500 KM FACILITY # = FLBN 0038

2501 KM LINING = RCB

2502 RD 4340 0.0059 0.015 0 TRAP 15 0

*

2503 KK CH64-A

2504 BA 0.297

2505 PB 2.77

2506 LS 0 90.0

2507 UD 0.527

*

2508 KK RCH64-A

2509 KM ROUTE CH64-A TO CFR04A

2510 KM OAKEY TO BOULDER HIGHWAY

2511 RD 7100 0.018 0.016 0 TRAP 0 50

*

2512 KK FR04-A

2513 BA 0.255

2514 PB 2.77

2515 LS 0 87.8

2516 UD 0.343

*

2517 KK CFR04A

2518 KM COMBINE RCH64 AND FR04-A

2519 HC 2

*

2520 KK CCFR04A

2521 KM COMBINE RCCH67A AND CFR04A

2522 KM OAKEY AND BOULDER HIGHWAY

2523 HC 2

*

1 HEC-1 INPUT PAGE 68

LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10

2524 KKRCCFR04A

2525 KM ROUTE CCFR04A TO CCFR03A

2526 KM FACILITY = FLAMINGO - BOULDER NORTH

2527 KM FACILITY # = FLBN 0038

2528 KM LINING = RCB

2529 RD 1800 0.0059 0.015 0 TRAP 15 0

*

2530 KK FR03-A

2531 BA 0.233

2532 PB 2.77

2533 LS 0 84.8

2534 UD 0.361

*

2535 KK CFR03A

2536 KM COMBINE RCCFR04A AND FR03-A

2537 KM BOULDER HIGHWAY AND ST. LOUIS

2538 HC 2

*

2539 KK RCFR03A

2540 KM ROUTE CFR03A TO CFR03C

2541 KM FACILITY = FLAMINGO - BOULDER NORTH

2542 KM FACILITY # = FLBN 0038

2543 KM LINING = RCB

2544 RD 2000 0.0059 0.015 0 TRAP 15 0

*

2545 KK FR03-C

2546 BA 0.036

2547 PB 2.77

2548 LS 0 92.0

2549 UD 0.230

*

2550 KK CCFR03

2551 KM COMBINE RCFR03B, RCFR03A AND FR03-C

2552 KM BOULDER HIGHWAY AND SAHARA

2553 HC 3

*

2554 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

LINE (V) ROUTING (--->) DIVERSION OR PUMP FLOW

NO. (.) CONNECTOR (<---) RETURN OF DIVERTED OR PUMPED FLOW

49 FW01

V

V

62 RFW1

.

.

66 . FW02

. .

. .

71 CFW2............

V

V

75 RCFW2

.

.

79 . FW03

. .

. .

84 CFW3............

V

V

88 RCFW3

.

.

94 . FW5

. .

. .

99 CFW5............

.

.

107 .-------> DFW11

103 DFW5

V

V

110 RDFW5

.

.

116 . CE2EA-C

. V

. V

121 . RCE2EA

. .

. .

125 . . R4C1

. . .

. . .

130 CR4C1........................

V

V

134 RCR4C1

.

.

140 . CE2EC

. V

. V

145 . RCE2EC

. .

. .

149 . . CE2ED-C

. . .

. . .

154 . CCE2ED-C............

. .

. .

163 . .-------> DCPS03

158 . DCCE2ED

. V

. V

166 . RDCCE2ED

. .

. .

170 . . CE3FA

. . .

. . .

175 CCE3FA........................

V

V

179 RCCE3FA

.

.

185 . PS01-C

. V

. V

190 . RPS01-C

. .

. .

196 . . PS03

. . .

. . .

201 . CPS03............

. .

. .

205 . . ED01

. . V

. . V

210 . . RED01

. . .

. . .

214 . . . ED02

. . . .

. . . .

219 . . . . ED11

. . . . .

. . . . .

224 . . . . . ED12

. . . . . .

. . . . . .

229 . . . . CED12............

. . . . V

. . . . V

233 . . . . RCED12

. . . . .

. . . . .

237 . . . . . ED13

. . . . . .

. . . . . .

242 . . . . CED13............

. . . . V

. . . . V

246 . . . . RCED13

. . . . .

. . . . .

252 . . CED02........................

. . V

. . V

256 . . RCED02

. . .

. . .

264 . . . .<------- DCPS03

262 . . . DCPS03

. . . V

. . . V

265 . . . RDPS03

. . . .

. . . .

269 . CCPS03........................

. V

. V

273 . RCCPS03

. .

. .

279 . . PS06-C

. . .

. . .

284 . CPS06............

. .

. .

288 CCPS06............

V

V

292 RCCPS06

.

.

298 . FW09

. .

. .

306 . .-------> DSM

303 . DSPM

. V

. V

309 . RDSPM

. .

. .

314 . . CE3FD-C

. . .

. . .

319 . CCE3FD-C............

. V

. V

323 . RCCE3FD

. .

. .

329 CRCPS06............

V

V

333 RCRCPS06

.

.

339 . PS08

. .

. .

344 CPS08............

.

.

348 . ED05-C

. V

. V

353 . RED05-C

. .

. .

357 CCPS08............

V

V

361 RCCPS08

.

.

367 . ED10-C

. .

. .

372 CED10-C............

V

V

376 RCED10-C

.

.