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 12:50:54 * * (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 = SW4.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 = SW4.DAT

11 ID INPUT FILE DATE = MAY 2008

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

13 ID STORM DISTRIBUTION = SDN #4

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 8-9 0.875

36 ID 9-10 0.865

37 ID 10-11 0.857

38 ID 11-12 0.85

39 ID

40 IT 5 0 0 300

41 IO 5 0 0

42 IN 5 0 0

43 JR PREC 0.875 0.865 0.857 0.85

*

44 KK FW01

45 BA 0.325

46 PB 2.77

47 PC 0.000 0.020 0.058 0.075 0.099 0.126 0.137 0.145 0.149 0.151

48 PC 0.155 0.156 0.159 0.162 0.169 0.172 0.179 0.189 0.201 0.211

49 PC 0.220 0.228 0.232 0.240 0.246 0.252 0.260 0.269 0.276 0.283

50 PC 0.286 0.292 0.302 0.312 0.321 0.332 0.352 0.376 0.415 0.462

51 PC 0.530 0.610 0.710 0.732 0.756 0.782 0.799 0.813 0.823 0.830

1 HEC-1 INPUT PAGE 2

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

52 PC 0.835 0.844 0.851 0.864 0.885 0.908 0.924 0.944 0.968 0.973

53 PC 0.978 0.982 0.984 0.986 0.988 0.991 0.992 0.993 0.994 0.997

54 PC 0.998 0.999 1.000

55 LS 0 77.2

56 UD 0.367

*

57 KK RFW1

58 KM ROUTE FW01 TO CFW2

59 KM TWAIN

60 RD 2700 0.0081 0.016 0 TRAP 0 50

*

61 KK FW02

62 BA 0.240

63 PB 2.77

64 LS 0 80.5

65 UD 0.367

*

66 KK CFW2

67 KM COMBINE RFW1 AND FW02

68 KM TWAIN AND JONES

69 HC 2

*

70 KK RCFW2

71 KM ROUTE CFW2 TO CFW3

72 KM TWAIN

73 RD 2500 0.0072 0.016 0 TRAP 0 50

*

74 KK FW03

75 BA 0.255

76 PB 2.77

77 LS 0 90.6

78 UD 0.367

*

79 KK CFW3

80 KM COMBINE RCFW2 AND FW03

81 KM TWAIN AND LINDELL

82 HC 2

*

83 KK RCFW3

84 KM ROUTE CFW3 TO CFW5

85 KM FACILITY = VALLEY VIEW DRAIN

86 KM FACILITY # = FWVV 0050

87 KM LINING = RCB

88 RD 7785 0.015 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 3

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

89 KK FW5

90 BA 0.523

91 PB 2.77

92 LS 0 90.9

93 UD 0.515

*

94 KK CFW5

95 KM COMBINE RCFW3 AND FW5

96 KM TWAIN AND VALLEY VIEW

97 HC 2

*

98 KK DFW5

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

100 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

101 KM CAPACITY = 210 CFS

102 DT DFW11

103 DI 0 210 1000 5000

104 DQ 0 210 210 210

*

105 KK RDFW5

106 KM ROUTE DFW5 TO CR4C1

107 KM FACILITY = VALLEY VIEW DRAIN

108 KM FACILITY # = FWVV 0025

109 KM LINING = RCB

110 RD 1200 0.003 0.015 0 TRAP 10 0

*

111 KK CE2EA-C

112 BA 0.126

113 PB 2.77

114 LS 0 86.8

115 UD 0.428

*

116 KK RCE2EA

117 KM ROUTE CE2EA TO CR4C1

118 KM SPRING MOUNTAIN ROAD

119 RD 7600 0.01 0.016 0 TRAP 0 50

*

120 KK R4C1

121 BA 0.272

122 PB 2.77

123 LS 0 93.4

124 UD 0.419

*

1 HEC-1 INPUT PAGE 4

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

125 KK CR4C1

126 KM COMBINE R4C1, RDFW5, AND RCE2EA

127 KM SPRING MOUNTAIN AND VALLEY VIEW

128 HC 3

*

129 KK RCR4C1

130 KM ROUTE CR4C1 TO CCE3FA

131 KM FACILITY = VALLEY VIEW DRAIN

132 KM FACILITY # = FWVV 0000, 0025

133 KM LINING = RCB

134 RD 2285 0.003 0.015 0 TRAP 10 0

*

135 KK CE2EC

136 BA 0.264

137 PB 2.77

138 LS 0 83.1

139 UD 0.308

*

140 KK RCE2EC

141 KM ROUTE CE2EC TO CCE2ED-C

142 KM DESERT INN

143 RD 5000 0.0144 0.016 0 TRAP 0 50

*

144 KK CE2ED-C

145 BA 0.313

146 PB 2.77

147 LS 0 91.7

148 UD 0.401

*

149 KKCCE2ED-C

150 KM COMBINE RCE2EC AND CE2ED-C

151 KM DESERT INN AND DECATUR

152 HC 2

*

153 KK DCCE2ED

154 KM FLOW SPLIT TO CPS03

155 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

156 KM REMAINING FLOW FLOWS EAST ON DESERT INN

157 KM DIDN FROM CITY WIDE

158 DT DCPS03

159 DI 0 1 100 200 300 390

160 DQ 0 0 60 120 172 210

*

1 HEC-1 INPUT PAGE 5

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

161 KKRDCCE2ED

162 KM ROUTE DCCE2ED TO CE3FA

163 KM DESERT INN

164 RD 5100 0.0137 0.016 0 TRAP 0 50

*

165 KK CE3FA

166 BA 0.357

167 PB 2.77

168 LS 0 93.7

169 UD 0.412

*

170 KK CCE3FA

171 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

172 KM DESERT INN AND VALLEY VIEW

173 HC 3

*

174 KK RCCE3FA

175 KM ROUTE CCE3FA TO CCPS06

176 KM FACILITY = VALLEY VIEW DRAIN

177 KM FACILITY # = FWVV 0000

178 KM LINING = RCB

179 RD 500 0.003 0.015 0 TRAP 12 0

*

180 KK PS01-C

181 BA 0.407

182 PB 2.77

183 LS 0 85.4

184 UD 0.364

*

185 KK RPS01-C

186 KM ROUTE PS01-C TO CPS03

187 KM FACILITY = PALMYRA/SIRIUS DRAIN

188 KM FACILITY # = FWPS 0157

189 KM LINING = RCP

190 RD 2600 0.0115 0.013 0 CIRC 8

*

191 KK PS03

192 BA 0.193

193 PB 2.77

194 LS 0 90.4

195 UD 0.226

*

1 HEC-1 INPUT PAGE 6

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

196 KK CPS03

197 KM COMBINE RPS01-C AND PS03

198 KM DECATUR AND PALMYRA

199 HC 2

*

200 KK ED01

201 BA 0.254

202 PB 2.77

203 LS 0 85.9

204 UD 0.379

*

205 KK RED01

206 KM ROUTE ED01 TO CED02

207 KM EDNA AVENUE

208 RD 5100 0.0139 0.016 0 TRAP 0 50

*

209 KK ED02

210 BA 0.312

211 PB 2.77

212 LS 0 88.7

213 UD 0.407

*

214 KK ED11

215 BA 0.242

216 PB 2.77

217 LS 0 85.3

218 UD 0.370

*

219 KK ED12

220 BA 0.198

221 PB 2.77

222 LS 0 90.5

223 UD 0.337

*

224 KK CED12

225 KM COMBINE ED11 AND ED12

226 KM JONES AND ELDORA

227 HC 2

*

228 KK RCED12

229 KM ROUTE CED12 TO CED13

230 KM ELDORA STREET

231 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

232 KK ED13

233 BA 0.208

234 PB 2.77

235 LS 0 91.8

236 UD 0.382

*

237 KK CED13

238 KM COMBINE RCED12 AND ED13

239 KM DECATUR AND ELDORA

240 HC 2

*

241 KK RCED13

242 KM ROUTE CED13 TO CED02

243 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

244 KM FACILITY # = PSDE 0025

245 KM LINING = RCB

246 RD 1320 0.0025 0.015 0 TRAP 10 0

*

247 KK CED02

248 KM COMBINE RED01, ED02, AND RCED13

249 KM DECATUR AND EDNA

250 HC 3

*

251 KK RCED02

252 KM ROUTE CED02 TO CPS03

253 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

254 KM FACILITY # = PSDE 0000

255 KM LINING = RCB

256 RD 1330 0.0038 0.015 0 TRAP 12 0

*

257 KK DCPS03

258 KM RETRIEVE DPS03

259 DR DCPS03

*

260 KK RDPS03

261 KM ROUTE DCPS03 TO CPS03

262 KM DECATUR

263 RD 1200 0.0033 0.016 0 TRAP 0 50

*

264 KK CCPS03

265 KM COMBINE CPS03, RDPS03 AND RCED02

266 KM DECATUR AND PALMYRA

267 HC 3

*

1 HEC-1 INPUT PAGE 8

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

268 KK RCCPS03

269 KM ROUTE CCPS03 TO CPS06

270 KM FACILITY = PALMYRA/SIRIUS DRAIN

271 KM FACILITY # = FWPS 0057

272 KM LINING = RCP

273 RD 5280 0.0128 0.015 0 TRAP 10 0

*

274 KK PS06-C

275 BA 0.387

276 PB 2.77

277 LS 0 91.5

278 UD 0.317

*

279 KK CPS06

280 KM COMBINE RCPS03 AND PS06-C

281 KM VALLEY VIEW AND SIRIUS

282 HC 2

*

283 KK CCPS06

284 KM COMBINE CPS06 AND RCCE3FA

285 KM VALLEY VIEW AND SIRIUS

286 HC 2

*

287 KK RCCPS06

288 KM ROUTE CCPS06 TO CRCPS06

289 KM FACILITY = PALMYRA/SIRIUS DRAIN

290 KM FACILITY # = FWPS 0000

291 KM LINING = RCB

292 RD 3000 0.015 0.015 0 TRAP 12 0

*

293 KK FW09

294 BA 0.255

295 PB 2.77

296 LS 0 94.0

297 UD 0.399

*

298 KK DSPM

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

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

301 DT DSM

302 DI 0 50 100 200 300 400 1000 2000

303 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

304 KK RDSPM

305 KM ROUTE DSPM TO CCE3FD-C

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

307 KM LINING = RCP

308 RD 1390 0.0046 0.015 0 CIRC 5

*

309 KK CE3FD-C

310 BA 0.281

311 PB 2.77

312 LS 0 94.0

313 UD 0.431

*

314 KKCCE3FD-C

315 KM COMBINE RDSPM AND CE3FD-C

316 KM FREEWAY CHANNEL AND DESERT INN

317 HC 2

*

318 KK RCCE3FD

319 KM ROUTE CCE3FD-C TO CRCPS06

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

321 KM FACILITY # = FW15 0301

322 KM LINING = CONCRETE

323 RD 1300 0.0042 0.015 0 TRAP 12 2

*

324 KK CRCPS06

325 KM COMBINE RCCCE3FD AND RCCPS06

326 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

327 HC 2

*

328 KKRCRCPS06

329 KM ROUTE CRCPS06 TO CPS08

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

331 KM FACILITY # = FW15 0271

332 KM LINING = RCB

333 RD 1520 0.0059 0.015 0 TRAP 24 0

*

334 KK PS08

335 BA 0.179

336 PB 2.77

337 LS 0 92.3

338 UD 0.238

*

1 HEC-1 INPUT PAGE 10

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

339 KK CPS08

340 KM COMBINE RCRCPS06 AND PS08

341 KM FREEWAY CHANNEL AND SUBBASIN PS08

342 HC 2

*

343 KK ED05-C

344 BA 0.441

345 PB 2.77

346 LS 0 91.3

347 UD 0.495

*

348 KK RED05-C

349 KM ROUTE ED05-C TO CCPS08

350 KM EDNA AVENUE

351 RD 1900 0.0158 0.016 0 TRAP 0 50

*

352 KK CCPS08

353 KM COMBINE CPS08 AND RED05-C

354 KM EDNA AND FREEWAY CHANNEL

355 HC 2

*

356 KK RCCPS08

357 KM ROUTE CCPS08 TO CED10-C

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

359 KM FACILITY # = FW15 0242

360 KM LINING = RCB

361 RD 1500 0.0093 0.015 0 TRAP 24 0

*

362 KK ED10-C

363 BA 0.217

364 PB 2.77

365 LS 0 90.8

366 UD 0.293

*

367 KK CED10-C

368 KM COMBINE RCCPS08 AND ED10-C

369 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

370 HC 2

*

371 KKRCED10-C

372 KM ROUTE CED10-C TO CSA08

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

374 KM FACILITY # = FW15 0214

375 KM LINING = RCB

376 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

377 KK SA06-C

378 BA 0.203

379 PB 2.77

380 LS 0 93.7

381 UD 0.384

*

382 KK RSA06-C

383 KM ROUTE SA06-C TO CSA08

384 KM FACILITY = FREEWAY CHANNEL SAHARA

385 KM FACILITY # = FWSA 0000

386 KM LINING = RCB

387 RD 5700 0.0149 0.015 0 TRAP 7 0

*

388 KK SA08

389 BA 0.218

390 PB 2.77

391 LS 0 94.0

392 UD 0.265

*

393 KK CSA08

394 KM COMBINE RSA06-C AND SA08

395 KM FREEWAY CHANNEL AND SAHARA AVENUE

396 HC 2

*

397 KK CCSA08

398 KM COMBINE RCED10-C AND CSA08

399 KM FREEWAY CHANNEL AND SAHARA AVENUE

400 HC 2

*

401 KK DCCSA08

402 KM DIVERT OUT ALL FLOW EXCEEDING 1450 CFS TO REDUCE FLOWS @ CHARLESTON

403 KM SPLIT 50/50

404 KM FLOW DIVERTED TO PROPOSED SAHARA FACILITY

405 DT DSAHARA

406 DI 0 1000 2000 2900 6000

407 DQ 0 500 1000 1450 4550

*

408 KK RCCSA08

409 KM ROUTE CCSA08 TO COK11-C

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

411 KM FACILITY # = FW15 0125,0150,0175

412 KM LINING = RCB

413 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

414 KK CH14-C

415 BA 0.168

416 PB 2.77

417 LS 0 91.6

418 UD 0.432

*

419 KK RCH14-C

420 KM ROUTE CH14-C TO COK09-C

421 KM OAKEY

422 RD 2225 0.022 0.016 0 TRAP 0 50

*

423 KK OK09-C

424 BA 0.377

425 PB 2.77

426 LS 0 91.8

427 UD 0.606

*

428 KK COK09-C

429 KM COMBINE RCH14-C AND OK09-C

430 KM OAKEY AND CAMPBELL

431 HC 2

*

432 KKRCOK09-C

433 KM ROUTE COK09-C TO COK10

434 KM FACILITY = OAKEY DRAIN

435 KM FACILITY # = FWOK 0040, 0060, 0076

436 KM LINING = RCB

437 RD 2300 0.015 0.015 0 TRAP 5 0

*

438 KK OK10

439 BA 0.307

440 PB 2.77

441 LS 0 90.7

442 UD 0.379

*

443 KK COK10

444 KM COMBINE RCOK09-C AND OK10

445 KM OAKEY AND VILLA DE CONDE

446 HC 2

*

447 KK RCOK10

448 KM ROUTE COK10 TO 1COK11C

449 KM FACILITY = OAKEY DRAIN

450 KM FACILITY # = FWOK 0000, 0020, 0040

451 KM LINING = RCB

452 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

453 KK OK11-C

454 BA 0.308

455 PB 2.77

456 LS 0 90.2

457 UD 0.528

*

458 KK 1COK11C

459 KM COMBINE RCOK10, AND OK11-C

460 KM OAKEY DRAIN @ FREEWAY CHANNEL

461 HC 2

*

462 KK COK11C

463 KM COMBINE RCCSA08 AND 1COK11C

464 KM FREEWAY CHANNEL AND OAKEY

465 HC 2

*

466 KK RCOK11C

467 KM ROUTE COK11C TO CCWAL2

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

469 KM FACILITY # = FW15 0100

470 KM LINING = RCB

471 RD 1575 0.0017 0.015 0 TRAP 36 0

*

472 KK WAL1

473 BA 0.209

474 PB 2.77

475 LS 0 88.7

476 UD 0.316

*

477 KK RWAL1

478 KM ROUTE WAL1 TO CWAL2

479 KM WALDMAN

480 RD 3100 0.0081 0.016 0 TRAP 0 50

*

481 KK WAL2

482 BA 0.245

483 PB 2.77

484 LS 0 86.1

485 UD 0.367

*

486 KK CWAL2

487 KM COMBINE RWAL1 AND WAL2

488 HC 2

*

1 HEC-1 INPUT PAGE 14

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

489 KK CCWAL2

490 KM COMBINE RCOK11C AND CWAL2

491 KM FREEWAY CHANNEL AND WALDMAN

492 HC 2

*

493 KK RCCWAL2

494 KM ROUTE CCWAL2 TO CCH50

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

496 KM FACILITY # = FW15 0089, 0050

497 KM LINING = RCB

498 RD 1850 0.0017 0.015 0 TRAP 36 0

*

499 KK CH50

500 BA 0.258

501 PB 2.77

502 LS 0 94.3

503 UD 0.544

*

504 KK CCH50

505 KM COMBINE RCCWAL2 AND CH50

506 KM COMBINATION AT FREEWAY CHANNEL

507 HC 2

*

508 KK CH15-C

509 BA 0.237

510 PB 2.77

511 LS 0 91.3

512 UD 0.332

*

513 KK RCH15-C

514 KM ROUTE CH15-C TO CCH18-C

515 KM CHARLESTON

516 RD 3900 0.0103 0.016 0 TRAP 0 50

*

517 KK CH18-C

518 BA 0.290

519 PB 2.774

520 LS 0 90.1

521 UD 0.327

*

522 KK CCH18-C

523 KM COMBINE RCH15-C AND CH18-C

524 KM RANCHO DR AND CHARLESTON

525 HC 2

*

1 HEC-1 INPUT PAGE 15

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

526 KKRCCH18-C

527 KM ROUTE CCH18-C TO CCCH18-C

528 KM FACILITY = WEST CHARLESTON DRAINS

529 KM FACILITY # = FWCH 0044, 0047

530 KM LINING = RCB

531 RD 850 0.0205 0.015 0 TRAP 7 0

*

532 KK AL92

533 BA 0.429

534 PB 2.77

535 LS 0 83.9

536 UD 0.489

*

537 KK DAL92

538 KM FLOW SPLIT TO AL93

539 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

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

541 DT DAL93

542 DI 0 310 1000

543 DQ 0 120 390

*

544 KK RDAL92

545 KM ROUTE DAL92 TO CAL95

546 KM RANCHO

547 RD 1300 0.0015 0.016 0 TRAP 0 50

*

548 KK AL95-C

549 BA 0.192

550 PB 2.77

551 LS 0 84.7

552 UD 0.313

*

553 KK CAL95

554 KM COMBINE RDAL92 AND AL95-C

555 KM RANCHO AND PALOMINO

556 HC 2

*

557 KKRCAL95-C

558 KM ROUTE CAL95 TO CCCH18-C

559 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

560 KM FACILITY # = CHRA 0000, 0006, 0014

561 KM LINING = RCB

562 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

563 KKCCCH18-C

564 KM COMBINE RCAL95-C AND RCCH18-C

565 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

566 HC 2

*

567 KKRCCCH18C

568 KM ROUTE CCCH18-C TO CCH22

569 KM FACILITY = WEST CHARLESTON DRAINS

570 KM FACILITY # = FWCH 0000, 0020, 0036

571 KM LINING = RCP

572 RD 2975 0.0074 0.015 0 TRAP 10

*

573 KK CH22-C

574 BA 0.230

575 PB 2.77

576 LS 0 94.7

577 UD 0.422

*

578 KK CCH22

579 KM COMBINE RCCCH18C AND CH22-C

580 KM I15 AND CHARLESTON

581 HC 2

*

582 KK CCCH22

583 KM COMBINE CCH50 AND CCH22

584 KM FREEWAY CHANNEL AND CHARLESTON

585 HC 2

*

586 KK RCCCH22

587 KM ROUTE CCCH22 TO CAL96

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

589 KM FACILITY # = FW15 0010, 0038

590 KM LINING = RCB

591 RD 2622 0.0017 0.015 0 TRAP 36 0

*

592 KK AL96-C

593 BA 0.181

594 PB 2.77

595 LS 0 94.6

596 UD 0.350

*

597 KK CAL96

598 KM COMBINE RCCH22 AND AL96-C

599 KM FREEWAY CHANNEL AND ALTA

600 HC 2

*

1 HEC-1 INPUT PAGE 17

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

601 KK RCAL96

602 KM ROUTE CAL96 TO CAL93

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

604 KM FACILITY # = FW15 0000

605 KM LINING = RCB

606 RD 2170 0.0017 0.015 0 TRAP 36 0

*

607 KK DAL93

608 KM RETRIEVE DAL93

609 DR DAL93

*

610 KK RDAL93

611 KM ROUTE DAL93 TO CAL93

612 KM ALTA

613 RD 5500 0.0046 0.016 0 TRAP 0 50

*

614 KK AL93-C

615 BA 0.524

616 PB 2.77

617 LS 0 91.0

618 UD 0.367

*

619 KK CAL93

620 KM COMBINE RCAL96, RDAL93, AND AL93-C

621 KM COMBINATION WITH LAS VEGAS CREEK

622 HC 3

*

623 KK 1-GOLF

624 BA 0.362

625 PB 2.83

626 LS 0 86.6

627 UD 0.323

*

628 KK R1-GOLF

629 KM ROUTE 1-GOLF TO C2a-OAK

630 KM VIA OLIVERO

631 RD 2600 0.0269 0.016 0 TRAP 0 50

*

632 KK2a-OAK-C

633 BA 0.314

634 PB 2.77

635 LS 0 87.7

636 UD 0.313

*

1 HEC-1 INPUT PAGE 18

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

637 KK C2a-OAK

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

639 KM BUFFALO AND VIA OLIVERO

640 HC 2

*

641 KKRC2a-OAK

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

643 KM VIA OLIVERO

644 RD 4000 0.025 0.016 0 TRAP 0 50

*

645 KK 3-ELP-C

646 BA 0.209

647 PB 2.77

648 LS 0 90.2

649 UD 0.253

*

650 KKC3-ELP-C

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

652 KM VIA OLIVERO AND MECH 0400

653 HC 2

*

654 KKRC3-ELPC

655 KM ROUTE RC3-ELPC TO C3a-OAKC

656 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

657 KM FACILITY # = MECH 0400

658 KM LINING = RCB

659 RD 1300 0.0143 0.015 0 TRAP 10 0

*

660 KK3a-OAK-C

661 BA 0.432

662 PB 2.77

663 LS 0 85.7

664 UD 0.283

*

665 KKC3a-OAKC

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

667 KM O'BANNON AND MECH 0378

668 HC 2

*

669 KKRC3aOAKC

670 KM ROUTE C3a-OAKC TO OAKEYIN

671 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

672 KM FACILITY # = MECH 0338, 0378

673 KM LINING = RCB

674 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

675 KK3-HOLM-C

676 BA 0.331

677 PB 2.77

678 LS 0 90.7

679 UD 0.342

*

680 KKR3-HOLMC

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

682 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

683 KM FACILITY # = MECH 0334, 0337, 0351

684 KM LINING = RCP

685 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

686 KK 5-OAK-C

687 BA 0.232

688 PB 2.77

689 LS 0 88.0

690 UD 0.248

*

691 KKC5-OAK-C

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

693 KM OAKEY DETENTION BASIN

694 HC 2

*

695 KK OAKEYIN

696 KM COMBINE RC3aOAKC AND C5-OAK-C

697 KM OAKEY DETENTION BASIN

698 KO 1

699 HC 2

*

700 KK OAKEYDB

701 KM OAKEY DETENTION BASIN

702 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

703 KM FACILITY # = MECH 0324

704 KM STORAGE VOLUME = 201 ACRE-FEET

705 KM OUTLET = 1-15" OUTLET PIPE

706 KM 100-YEAR DISCHARGE = 32 CFS

707 KM SPILLWAY LENGTH = 290 FEET

708 KM SPILLWAY HEIGHT =

709 KM SPILLWAY CREST ELEVATION = 2348.5'

710 KM SPILLWAY TYPE =

711 KM PMF DISCHARGE =

712 KM TOP OF EMBANKMENT ELEVATION =

713 KO 1

714 RS 1 STOR 0

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

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

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

718 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

719 SS 48.5 290 3.1 1.5

720 SL 26 1.4 0.65 0.5

*

721 KK OAKEYOT

722 KM ROUTE OAKEYDB TO CCOK08

723 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

724 KM FACILITY # = MECH 0108, 0310, 0323

725 KM LINING = RCP

726 RD 9750 0.0143 0.013 0 CIRC 2.5

*

727 KK SA01-C

728 BA 0.263

729 PB 2.77

730 LS 0 94.5

731 UD 0.340

*

732 KK RSA01-C

733 KM ROUTE SA01-C TO CSA05

734 KM SAHARA

735 RD 5200 0.0144 0.016 0 TRAP 0 50

*

736 KK SA05

737 BA 0.176

738 PB 2.77

739 LS 0 93.2

740 UD 0.318

*

741 KK CSA05

742 KM COMBINE RSA01-C AND SA05

743 KM SAHARA AND DECATUR

744 HC 2

*

745 KK RCSA05

746 KM ROUTE CSA05 TO CSA06

747 KM FACILITY = MEADOWS OAKEY DRAIN

748 KM FACILITY # = MEOK 0217

749 KM LINING = RCB

750 RD 1276 0.0044 0.015 0 TRAP 12 0

*

751 KK SA06

752 BA 0.079

753 PB 2.77

754 LS 0 93.7

755 UD 0.193

*

1 HEC-1 INPUT PAGE 21

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

756 KK CSA06

757 KM COMBINE RCSA05 AND SA06

758 KM O'BANNON AND DECATUR

759 HC 2

*

760 KK OK06-C

761 BA 0.174

762 PB 2.77

763 LS 0 91.1

764 UD 0.302

*

765 KK ROK06-C

766 KM ROUTE OK06-C TO COK07

767 KM OBANNON

768 RD 5100 0.0147 0.016 0 TRAP 0 50

*

769 KK OK07

770 BA 0.241

771 PB 2.77

772 LS 0 87.1

773 UD 0.335

*

774 KK COK07

775 KM COMBINE OK07, ROK06-C, AND CSA06

776 KM O'BANNON AND DECATUR

777 HC 3

*

778 KK RCOK07

779 KM ROUTE COK07 TO COK04-C

780 KM FACILITY = MEADOWS OAKEY DRAIN

781 KM FACILITY # = MEOK 0191, 0204

782 KM LINING = RCB

783 RD 1315 0.0071 0.015 0 TRAP 12 0

*

784 KK OK03-C

785 BA 0.363

786 PB 2.77

787 LS 0 90.8

788 UD 0.317

*

789 KK ROK03-C

790 KM ROUTE OK03-C TO COK04-C

791 KM OAKEY

792 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

793 KK OK04-C

794 BA 0.198

795 PB 2.77

796 LS 0 85.7

797 UD 0.365

*

798 KK COK04-C

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

800 KM OAKEY AND DECATUR

801 HC 3

*

802 KKRCOK04-C

803 KM ROUTE COK04-C TO COK08

804 KM FACILITY = MEADOWS OAKEY DRAIN

805 KM FACILITY # = MEOK 0166

806 KM LINING = RCB

807 RD 1350 0.0045 0.015 0 TRAP 12 0

*

808 KK OK08

809 BA 0.083

810 PB 2.77

811 LS 0 91.0

812 UD 0.184

*

813 KK COK08

814 KM COMBINE RCOK04-C AND OK08

815 KM DEL RAY AND DECATUR

816 HC 2

*

817 KK CCOK08

818 KM COMBINE COK08 AND OAKEYOT

819 KM DEL RAY AND DECATUR

820 HC 2

*

821 KK RCCOK08

822 KM ROUTE CCOK08 TO COK12

823 KM FACILITY = MEADOWS OAKEY DRAIN

824 KM FACILITY # = MEOK 0110

825 KM LINING = RCB

826 RD 2946 0.0077 0.015 0 TRAP 12 0

*

827 KK CH04-C

828 BA 0.175

829 PB 2.77

830 LS 0 92.7

831 UD 0.240

*

1 HEC-1 INPUT PAGE 23

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

832 KK RCH04-C

833 KM ROUTE CH04-C TO CCH05-C

834 KM FACILITY = MEADOWS CHARLESTON

835 KM FACILITY # = MECN 0223

836 KM LINING = RCB

837 RD 3100 0.0204 0.015 0 TRAP 6 0

*

838 KK CH05-C

839 BA 0.163

840 PB 2.77

841 LS 0 94.3

842 UD 0.329

*

843 KK CCH05-C

844 KM COMBINE RCH04-C AND CH05-C

845 KM TORREY PINES AND CHARLESTON

846 HC 2

*

847 KKRCCH05-C

848 KM ROUTE CCH05-C TO CCH09-C

849 KM FACILITY = MEADOWS CHARLESTON

850 KM FACILITY # = MECN 0123

851 KM LINING = RCB

852 RD 5200 0.0164 0.015 0 TRAP 8 0

*

853 KK CH09-C

854 BA 0.378

855 PB 2.77

856 LS 0 91.5

857 UD 0.341

*

858 KK CCH09-C

859 KM COMBINE RCCH05-C AND CH09-C

860 KM CHARLESTON AND LINDELL

861 HC 2

*

862 KKRCCH09-C

863 KM ROUTE CCH09-C TO CCH10

864 KM FACILITY = MEADOWS CHARLESTON

865 KM FACILITY # = MECN 0061

866 KM LINING = RCB

867 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

868 KK CH10

869 BA 0.279

870 PB 2.77

871 LS 0 93.1

872 UD 0.222

*

873 KK CCH10

874 KM COMBINE RCCH09-C AND CH10

875 KM CHARLESTON AND DECATUR

876 HC 2

*

877 KK RCCH10

878 KM ROUTE CCH10 TO COK12

879 KM FACILITY = MEADOWS CHARLESTON

880 KM FACILITY # = MECN 0000

881 KM LINING = RCB

882 RD 1570 0.0109 0.015 0 TRAP 9 0

*

883 KK OK12

884 BA 0.050

885 PB 2.77

886 LS 0 95.6

887 UD 0.163

*

888 KK COK12

889 KM COMBINE RCCOK08, RCCH10 AND OK12

890 KM CHARLESTON AND MEOK 0110

891 HC 3

*

892 KK RCOK12

893 KM ROUTE COK12 TO CCH14B

894 KM FACILITY = MEADOWS OAKEY DRAIN

895 KM FACILITY # = MEOK 0079, 0091

896 KM LINING = RCB

897 RD 1633 0.005 0.015 0 TRAP 18 0

*

898 KK CH14B

899 BA 0.217

900 PB 2.77

901 LS 0 90.8

902 UD 0.356

*

1 HEC-1 INPUT PAGE 25

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

903 KK CCH14B

904 KM COMBINE RCOK12 AND CCH14B

905 KM HINSON AND CHARLESTON

906 HC 2

*

907 KK RCCH14B

908 KM ROUTE CCH14B TO COK13

909 KM FACILITY = MEADOWS OAKEY DRAIN

910 KM FACILITY # = MEOK 0000, 0048

911 KM LINING = RCB

912 RD 1950 0.005 0.015 0 TRAP 18 0

*

913 KK OK13

914 BA 0.099

915 PB 2.77

916 LS 0 92.7

917 UD 0.376

*

918 KK COK13

919 KM COMBINE RCCH14B AND OK13

920 KM FULTON PLACE AND VALLEY VIEW

921 HC 2

*

922 KK RCOK13

923 KM ROUTE COK13 TO CCAL16

924 KM FACILITY = MEADOWS OAKEY DRAIN

925 KM FACILITY # = MEOK 0000, 0017

926 KM LINING = RCB

927 RD 2450 0.0091 0.015 0 TRAP 19 0

*

928 KK R1

929 BA 0.086

930 PB 2.77

931 LS 0 90.6

932 UD 0.210

*

933 KK PR1

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

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

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

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

938 RS 1 ELEV 10.1

939 SV 0 2.7 3.5

940 SE 10.1 13.7 14.7

941 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 26

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

942 KK RPR1

943 KM ROUTE PR1 TO CR2

944 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

945 RD 2900 0.0103 0.016 0 TRAP 0 50

*

946 KK R3

947 BA 0.275

948 PB 2.77

949 LS 0 91.3

950 UD 0.297

*

951 KK R2

952 BA 0.045

953 PB 2.77

954 LS 0 90.7

955 UD 0.228

*

956 KK CR2

957 KM COMBINE RPR1, R2 AND R3

958 KM ALTA AND LORENZI

959 HC 3

*

960 KK DCR2

961 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

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

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

964 DT DAL00A

965 DI 0 150 1000

966 DQ 0 0 850

*

967 KK RDCR2

968 KM ROUTE DCR2 TO CAL01A

969 KM FACILITY = MEADOWS - ALTA

970 KM FACILITY # = MEAL 0160, 0209

971 KM LINING = RCP

972 RD 4300 0.015 0.013 0 CIRC 4

*

973 KK AL01A

974 BA 0.123

975 PB 2.77

976 LS 0 90.5

977 UD 0.254

*

1 HEC-1 INPUT PAGE 27

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

978 KK CAL01A

979 KM COMBINE AL01A AND RDCR2

980 KM ALTA AND JONES

981 HC 2

*

982 KK RCAL01A

983 KM ROUTE CAL01A TO CUS

984 KM FACILITY = MEADOWS - ALTA

985 KM FACILITY # = MEAL 0150, 0160

986 KM LINING = RCP

987 RD 1100 0.0125 0.013 0 CIRC 3

*

988 KK US

989 BA 0.030

990 PB 2.77

991 LS 0 90.5

992 UD 0.171

*

993 KK CUS

994 KM COMBINE RAL01A AND US

995 KM ALTA AND JONES

996 HC 2

*

997 KK AL04-C

998 BA 0.179

999 PB 2.77

1000 LS 0 90.3

1001 UD 0.346

*

1002 KK RAL04-C

1003 KM ROUTE AL04-C TO CCUS

1004 KM FACILITY = MEADOWS - ALTA

1005 KM FACILITY # = MEAL 0130

1006 KM LINING = RCB

1007 RD 1150 0.004 0.015 0 TRAP 6 0

*

1008 KK CCUS

1009 KM COMBINE CUS AND RAL04-C

1010 KM ALTA AND JONES

1011 HC 2

*

1012 KK RCCUS

1013 KM ROUTE CCUS TO CAL05-C

1014 KM FACILITY = MEADOWS - ALTA

1015 KM FACILITY # = MEAL 0120

1016 KM LINING = RCP

1017 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

1018 KK AL05-C

1019 BA 0.234

1020 PB 2.77

1021 LS 0 90.5

1022 UD 0.376

*

1023 KK GS

1024 BA 0.037

1025 PB 2.77

1026 LS 0 90.5

1027 UD 0.190

*

1028 KK DGS

1029 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1030 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1031 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1032 DT DGSR

1033 DI 0 27 72

1034 DQ 0 0 36

*

1035 KK CAL05-C

1036 KM COMBINE RCCUS, ALO5-C AND DGS

1037 KM ALTA AND UPLAND

1038 HC 3

*

1039 KKRCAL05-C

1040 KM ROUTE CAL05-C TO CBR3

1041 KM FACILITY = MEADOWS - ALTA

1042 KM FACILITY # = MEAL 0100, 0120

1043 KM LINING = RCP

1044 RD 2000 0.01 0.013 0 CIRC 5

*

1045 KK BR3

1046 BA 0.074

1047 PB 2.77

1048 LS 0 91.4

1049 UD 0.157

*

1050 KK CBR3

1051 KM COMBINE BR3 AND RCAL05-C

1052 KM ALTA AND WILDSHIRE

1053 HC 2

*

1 HEC-1 INPUT PAGE 29

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

1054 KK RCBR3

1055 KM ROUTE CBR3 TO CAL11-C

1056 KM FACILITY = MEADOWS - ALTA

1057 KM FACILITY # = MEAL 0060, 0100

1058 KM LINING = RCP

1059 RD 1400 0.01 0.013 0 CIRC 5

*

1060 KK AL09-C

1061 BA 0.162

1062 PB 2.77

1063 LS 0 90.6

1064 UD 0.252

*

1065 KK RAL09-C

1066 KM ROUTE AL09-C TO CAL11-C

1067 KM EVERGREEN / DECATUR

1068 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1069 KK DGSR

1070 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1071 DR DGSR

*

1072 KK RDGSR

1073 KM ROUTE DGSR TO CAL11-C

1074 KM EVERGREEN / DECATUR

1075 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1076 KK AL11-C

1077 BA 0.130

1078 PB 2.77

1079 LS 0 94.4

1080 UD 0.316

*

1081 KK CAL11-C

1082 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1083 KM ALTA AND DECATUR

1084 HC 4

*

1085 KKRCAL11-C

1086 KM ROUTE CAL11-C TO CAL10-C

1087 KM FACILITY = MEADOWS - ALTA

1088 KM FACILITY # = MEAL 0015

1089 KM LINING = RCP

1090 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

1091 KK AL10-C

1092 BA 0.048

1093 PB 2.77

1094 LS 0 91.5

1095 UD 0.245

*

1096 KK CAL10-C

1097 KM COMBINE RCAL11-C AND AL10-C

1098 KM ALTA AND BEDFORD

1099 HC 2

*

1100 KKRCAL10-C

1101 KM ROUTE CAL10-C TO CAL13-3

1102 KM FACILITY = MEADOWS - ALTA

1103 KM FACILITY # = MEAL 0000,0012,0013

1104 KM LINING = CONCRETE

1105 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1106 KK AL13-3

1107 BA 0.059

1108 PB 2.77

1109 LS 0 90.5

1110 UD 0.171

*

1111 KK CAL13-3

1112 KM COMBINE RCAL10-C AND AL13-3

1113 KM ALTA AND VALLEY VIEW

1114 HC 2

*

1115 KK AL14

1116 BA 0.457

1117 PB 2.77

1118 LS 0 93.3

1119 UD 0.525

*

1120 KK RAL14

1121 KM ROUTE AL14 TO CAL16

1122 KM VALLEY VIEW

1123 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1124 KK AL16

1125 BA 0.148

1126 PB 2.77

1127 LS 0 92.2

1128 UD 0.326

*

1 HEC-1 INPUT PAGE 31

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

1129 KK 1CAL16

1130 KM COMBINE CAL13-3, RAL14, AND AL16

1131 KM ALTA AND VALLEY VIEW

1132 HC 3

*

1133 KK AL09

1134 BA 0.097

1135 PB 2.77

1136 LS 0 90.4

1137 UD 0.282

*

1138 KK RAL09

1139 KM ROUTE AL09 TO CCH14A

1140 KM FULTON

1141 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1142 KK CH14A

1143 BA 0.148

1144 PB 2.77

1145 LS 0 89.4

1146 UD 0.340

*

1147 KK CCH14A

1148 KM COMBINE RAL09 AND CH14A

1149 KM VALLEY VIEW AND FULTON

1150 HC 2

*

1151 KK RCCH14A

1152 KM ROUTE CCH14A TO CAL16

1153 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1154 KM FACILITY # = MEPA 0000

1155 KM LINING = RCB

1156 RD 1370 0.005 0.015 0 TRAP 10 0

*

1157 KK CAL16

1158 KM COMBINE 1CAL16 AND RCCH14A

1159 KM ALTA AND VALLEY VIEW

1160 HC 2

*

1161 KK RCAL16

1162 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1163 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1164 KM FACILITY # = LCME 0070,0076,0077

1165 KM LINING = CONCRETE

1166 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

1167 KK CCAL16

1168 KM COMBINE RCAL16 AND RCOK13

1169 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1170 HC 2

*

1171 KK RCCAL16

1172 KM ROUTE CCAL16 TO CAL90-C

1173 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1174 KM FACILITY # = LCME 0040

1175 KM LINING = CONCRETE

1176 RD 525 0.004 0.015 0 TRAP 40 0

*

1177 KK AL90-C

1178 BA 0.171

1179 PB 2.77

1180 LS 0 91.9

1181 UD 0.328

*

1182 KK CAL90-C

1183 KM COMBINE RCCAL16 AND AL90-C

1184 HC 2

*

1185 KKRCAL90-C

1186 KM ROUTE CAL90-C TO MEADOWIN

1187 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1188 KM FACILITY # = LCME 0026, 0028

1189 KM LINING = CONCRETE

1190 RD 1030 0.004 0.015 0 TRAP 42 0

*

1191 KK MEDB

1192 BA 0.230

1193 PB 2.77

1194 LS 0 86.9

1195 UD 0.193

*

1196 KKMEADOWIN

1197 KM COMBINE RCAL90-C AND MEDB

1198 KM COMBINATION AT MEADOWS DETENTION BASIN

1199 KO 1

1200 HC 2

*

1201 KKMEADOWDB

1202 KM MEADOWS DETENTION BASIN

1203 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1204 KM FACILITY # = LCME 0021

1205 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1206 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

1207 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1208 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1209 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1210 KM 100-YEAR DISCHARGE =

1211 KM SPILLWAY LENGTH = 150 FT

1212 KM SPILLWAY HEIGHT =

1213 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1214 KM SPILLWAY TYPE = OGEE

1215 KM PMF DISCHARGE =

1216 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1217 KO 1

1218 RS 1 STOR 0

1219 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1220 SV 174.64 196.67 211.98 213.27 235.09 309.3

1221 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1222 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1223 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1224 SQ 1200 1300 1365 1380 1428 5248

*

1225 KKMEADOWOT

1226 KM ROUTE MEADOWDB TO CRMEDET

1227 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1228 KM FACILITY # = LCME 0000,0016,0018

1229 KM LINING = RCB

1230 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1231 KK DAL00A

1232 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1233 DR DAL00A

*

1234 KK RDAL00A

1235 KM ROUTE DAL00A TO RAINBWIN

1236 KM FACILITY = LAS VEGAS CREEK - LORENZI

1237 KM FACILITY # = LCLO 0000, 0008

1238 KM LINING = RCB

1239 RD 2860 0.004 0.015 0 TRAP 7 0

*

1240 KK AL00A

1241 BA 0.474

1242 PB 2.77

1243 LS 0 90.8

1244 UD 0.355

*

1245 KK AL00A-C

1246 BA 0.230

1247 PB 2.77

1248 LS 0 93.0

1249 UD 0.305

*

1 HEC-1 INPUT PAGE 34

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

1250 KKRAINBWIN

1251 KM COMBINE RDAL00A, AL00A AND AL00A-C

1252 KM COMBINATION AT RAINBOW DETENTION BASIN

1253 HC 3

*

1254 KKRAINBWDB

1255 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1256 KM FACILITY = LAS VEGAS CREEK CHANNEL

1257 KM FACILITY # = LCCH 0513

1258 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1259 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1260 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1261 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1262 KM 100-YEAR DISCHARGE =

1263 KM SPILLWAY LENGTH = 137.8 FT

1264 KM SPILLWAY HEIGHT =

1265 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1266 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1267 KM PMF DISCHARGE =

1268 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1269 KO 1

1270 RS 1 STOR 0

1271 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1272 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1273 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1274 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1275 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1276 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1277 KKRAINBWOT

1278 KM ROUTE RAINBWDB TO CLC01-C

1279 KM FACILITY = LAS VEGAS CREEK CHANNEL

1280 KM FACILITY # = LCCH 0499

1281 KM LINING = RCP

1282 RD 665 0.0188 0.013 0 CIRC 3.5

*

1283 KK LC01-C

1284 BA 0.089

1285 PB 2.77

1286 LS 0 91.8

1287 UD 0.301

*

1288 KK CLC01-C

1289 KM COMBINE RAINBWOT AND LC01-C

1290 KM US 95, EAST OF RAINBOW BLVD

1291 HC 2

*

1 HEC-1 INPUT PAGE 35

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

1292 KKRCLC01-C

1293 KM ROUTE CLC01-C TO CWA02-C

1294 KM FACILITY = LAS VEGAS CREEK CHANNEL

1295 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1296 KM LINING = RCP

1297 RD 5165 0.0108 0.013 0 CIRC 5

*

1298 KK WA02-C

1299 BA 0.269

1300 PB 2.77

1301 LS 0 91.5

1302 UD 0.334

*

1303 KK CWA02-C

1304 KM COMBINE RCLC01-C AND WA02-C

1305 KM JONES AND US 95

1306 HC 2

*

1307 KK AL01B-C

1308 BA 0.367

1309 PB 2.77

1310 LS 0 90.5

1311 UD 0.401

*

1312 KKCCWA02-C

1313 KM COMBINE CWA02-C AND AL01B-C

1314 KM JONES AND US 95

1315 HC 2

*

1316 KKRCCWA02C

1317 KM ROUTE CCWA02-C TO CLC11-C

1318 KM FACILITY = LAS VEGAS CREEK CHANNEL

1319 KM FACILITY # = LCCH 0302, 0377, 0400

1320 KM LINING = RCB

1321 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1322 KK LC11-C

1323 BA 0.384

1324 PB 2.77

1325 LS 0 91.3

1326 UD 0.361

*

1 HEC-1 INPUT PAGE 36

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

1327 KK CLC11-C

1328 KM COMBINE RCCCWA02C AND LC11-C

1329 KM DECATUR AND US 95

1330 HC 2

*

1331 KKRCLC11-C

1332 KM ROUTE CLC11-C TO CLC14-C

1333 KM FACILITY = LAS VEGAS CREEK CHANNEL

1334 KM FACILITY # = LCCH 0230, 0270

1335 KM LINING = RCB

1336 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1337 KK LC14-C

1338 BA 0.320

1339 PB 2.77

1340 LS 0 90.6

1341 UD 0.423

*

1342 KK CLC14-C

1343 KM COMBINE RCLC11-C AND LC14-C

1344 KM VALLEY VIEW AND US 95

1345 HC 2

*

1346 KK WA10-C

1347 BA 0.447

1348 PB 2.77

1349 LS 0 87.8

1350 UD 0.367

*

1351 KK WA10D

1352 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1353 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1354 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1355 DT WA10NW

1356 DI 0 10 250 275 300 800 1000 3000

1357 DQ 0 0 0 25 50 550 750 2750

*

1358 KK RWA10D

1359 KM ROUTE WA10D TO CCLC14-C

1360 KM FACILITY = LAS VEGAS CREEK LATERAL

1361 KM FACILITY # = LCLT 0000,0006

1362 KM LINING = CONCRETE

1363 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

1364 KKCCLC14-C

1365 KM COMBINE CLC14-C AND RWA10D

1366 KM VALLEY VIEW AND US 95

1367 HC 2

*

1368 KK RCCLC14

1369 KM ROUTE CCLC14-C TO CRMEDET

1370 KM FACILITY = LAS VEGAS CREEK CHANNEL

1371 KM FACILITY # = LCCH 0157,0188

1372 KM LINING = RCB

1373 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1374 KK CRMEDET

1375 KM COMBINE MEADOWOT AND RCCLC14

1376 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1377 HC 2

*

1378 KKRCRMEDET

1379 KM ROUTE CRMEDET TO CCLC16-C

1380 KM FACILITY = LAS VEGAS CREEK CHANNEL

1381 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1382 KM LINING = RCB

1383 RD 2305 0.005 0.015 0 TRAP 28 0

*

1384 KK LC16-C

1385 BA 0.312

1386 PB 2.774

1387 LS 0 88.0

1388 UD 0.342

*

1389 KKOG011AC2

1390 BA 0.120

1391 PB 2.77

1392 LS 0 92.0

1393 UD 0.219

*

1394 KK OG011AD

1395 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1396 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1397 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1398 DT OG011D

1399 DI 0 45 100 500 994 10000

1400 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

1401 KKROG011AD

1402 KM ROUTE OG011AD TO CWA01-C

1403 KM WASHINGTON

1404 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1405 KK WA01-C

1406 BA 0.195

1407 PB 2.77

1408 LS 0 88.7

1409 UD 0.249

*

1410 KK CWA01-C

1411 KM COMBINE ROG011A-C2D AMD WA01-C

1412 KM TORREY PINES AND WASHINGTON

1413 HC 2

*

1414 KK RWA01

1415 KM ROUTE WA01-C TO CWA04-C

1416 KM WASHINGTON

1417 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1418 KK WA04-C

1419 BA 0.197

1420 PB 2.77

1421 LS 0 87.7

1422 UD 0.474

*

1423 KK CWA04-C

1424 KM COMBINE RWA01 AND WA04-C

1425 KM MICHAEL AND WASHINGTON

1426 HC 2

*

1427 KK RCWA04

1428 KM ROUTE CWA04-C TO CWA09-C

1429 KM FACILITY = FREEWAY CHANNEL

1430 KM FACILITY # = LV15 0602

1431 KM LINING = RCP

1432 RD 5980 0.0159 0.013 0 CIRC 8

*

1433 KK WA09-C

1434 BA 0.101

1435 PB 2.77

1436 LS 0 91.3

1437 UD 0.363

*

1 HEC-1 INPUT PAGE 39

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

1438 KK CWA09-C

1439 KM COMBINE RCWA04 AND WA09-C

1440 KM VALLEY VIEW AND WASHINGTON

1441 HC 2

*

1442 KK RCWA09

1443 KM ROUTE CWA09-C TO CWA10NW

1444 KM FACILITY = FREEWAY CHANNEL

1445 KM FACILITY # = LV15 0528

1446 KM LINING = RCB

1447 RD 700 0.0119 0.015 0 TRAP 8

*

1448 KK WA10NW

1449 KM RETURN FLOW FROM WA10NW

1450 DR WA10NW

*

1451 KK CWA10NW

1452 KM COMBINE RCWA09 AND WA10NW

1453 KM VALLEY VIEW AND WASHINGTON

1454 HC 2

*

1455 KKRCWA10NW

1456 KM ROUTE CWA10NW TO CWA13-C

1457 KM FACILITY = FREEWAY CHANNEL

1458 KM FACILITY # = LV15 0528

1459 KM LINING = RCB

1460 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1461 KK WA13-C

1462 BA 0.333

1463 PB 2.77

1464 LS 0 89.8

1465 UD 0.264

*

1466 KK CWA13-C

1467 KM COMBINE RCWA10NW AND WA13-C

1468 KM RANCHO DRIVE AND WASHINGTON

1469 HC 2

*

1470 KK WA13D

1471 KM REFERENCED FROM US-95 WIDENING PROJECT

1472 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1473 DT WA13NW

1474 DI 0 500 812 1000 1200

1475 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 40

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

1476 KK RWA13D

1477 KM ROUTE WA13D TO CLC16-C

1478 KM FACILITY = FREEWAY CHANNEL

1479 KM FACILITY # = LCRA 0000,0004,0050

1480 KM LINING = RCB

1481 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1482 KK CLC16-C

1483 KM COMBINE LC16-C AND RWA13D

1484 KM RANCHO AND US 95

1485 HC 2

*

1486 KKCCLC16-C

1487 KM COMBINE RCRMEDET AND CLC16-C

1488 KM RANCHO AND US 95

1489 HC 2

*

1490 KK RCCLC16

1491 KM ROUTE CCLC16-C TO CLC20-C

1492 KM FACILITY = LAS VEGAS CREEK CHANNEL

1493 KM FACILITY # = LCCH 0013, 0051, 0110

1494 KM LINING = RCB

1495 RD 3700 0.006 0.015 0 TRAP 28 0

*

1496 KK LC20-C

1497 BA 0.174

1498 PB 2.77

1499 LS 0 91.4

1500 UD 0.483

*

1501 KK CLC20-C

1502 KM COMBINE RCCLC16 AND LC20-C

1503 KM MARTIN LUTHER KING AND US 95

1504 HC 2

*

1505 KKRCLC20-C

1506 KM ROUTE CLC20-C TO CCAL93

1507 KM FACILITY = LAS VEGAS CREEK CHANNEL

1508 KM FACILITY # = LCCH 0000,0013

1509 KM LINING = RCB

1510 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

1511 KK CCAL93

1512 KM COMBINE CAL93 AND RCLC20-C

1513 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1514 HC 2

*

1515 KK RCCAL93

1516 KM ROUTE CCAL93 TO CLC21

1517 KM FACILITY = WASHINGTON AVENUE CHANNEL

1518 KM FACILITY # = LVWH 0429,0431,0447,0484

1519 KM LINING = RCB

1520 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1521 KK LC21

1522 BA 0.599

1523 PB 2.77

1524 LS 0 94.8

1525 UD 0.550

*

1526 KK CLC21

1527 KM COMBINE RCCAL93 AND LC21

1528 KM INDUSTRIAL AND US 95

1529 HC 2

*

1530 KK DCLC21

1531 KM FLOW SPLIT TO FACILITY LVOE 0345

1532 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1533 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1534 DT DLVOE

1535 DI 0 2870 10000

1536 DQ 0 0 7130

*

1537 KK RDCLC21

1538 KM ROUTE DCLC21 TO CV1-C

1539 KM FACILITY = WASHINGTON AVENUE CHANNEL

1540 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

1541 KM LINING = RCB

1542 RD 4785 0.009 0.015 0 TRAP 12 0

*

1543 KK V1-C

1544 BA 0.282

1545 PB 2.77

1546 LS 0 92.0

1547 UD 0.339

*

1 HEC-1 INPUT PAGE 42

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

1548 KK CH59-C

1549 BA 0.340

1550 PB 2.77

1551 LS 0 94.0

1552 UD 0.489

*

1553 KK DCH59-C

1554 KM FLOW SPLIT TO CH60A-C

1555 KM SPLIT TO FLAMINGO WASH SYSTEM

1556 KM DEVELOPED FROM CWH MODEL

1557 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

1558 DT DFLAM

1559 DI 0 222 1000

1560 DQ 0 0 778

*

1561 KKDDCH59-C

1562 KM FLOW SPLIT TO BN03-C

1563 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

1564 KM DBN00 IN CWH

1565 DT DBN03

1566 DI 0 167 1000

1567 DQ 0 0 833

*

1568 KK RDDCH59

1569 KM ROUTE DDCH59-C TO CV1-C

1570 KM 48" RCP UNDER LAS VEGAS BLVD

1571 KM LINING = RCP

1572 RD 3000 0.0217 0.013 0 CIRC 4

*

1573 KK CV1-C

1574 KM COMBINE RCLC21, V1-C, AND RDDCH59

1575 KM WASHINGTON AND LAS VEGAS BLVD

1576 HC 3

*

1577 KK RCV1-C

1578 KM ROUTE CV1-C TO CX-C1

1579 KM FACILITY = WASHINGTON AVENUE CHANNEL

1580 KM FACILITY # = LVWH 0240, 0305

1581 KM LINING = RCB

1582 RD 2750 0.015 0.015 0 TRAP 24 0

*

1583 KK X-C1

1584 BA 0.278

1585 PB 2.77

1586 LS 0 90.6

1587 UD 0.272

*

1 HEC-1 INPUT PAGE 43

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

1588 KK CX-C1

1589 KM COMBINE RCV1-C AND X-C1

1590 KM WASHINGTON AND BRUCE

1591 HC 2

*

1592 KK RCX-C1

1593 KM ROUTE CX-C1 TO CN-C

1594 KM FACILITY = WASHINGTON AVENUE CHANNEL

1595 KM FACILITY # = LVWH 0240

1596 KM LINING = RCB

1597 RD 2540 0.015 0.015 0 TRAP 24 0

*

1598 KK M

1599 BA 0.267

1600 PB 2.77

1601 LS 0 90.2

1602 UD 0.426

*

1603 KK RM

1604 KM ROUTE M TO CN-C

1605 KM SEARLES TO EASTERN

1606 RD 3900 0.0064 0.016 0 TRAP 0 50

*

1607 KK N-C

1608 BA 0.264

1609 PB 2.77

1610 LS 0 88.5

1611 UD 0.408

*

1612 KK CN-C

1613 KM COMBINE RCX-C1, RM, AND N-C

1614 KM WASHINGTON AND EASTERN

1615 HC 3

*

1616 KK RCN-C

1617 KM ROUTE CN-C TO CP-C

1618 KM FACILITY = WASHINGTON AVENUE CHANNEL

1619 KM FACILITY # = LVWH 0155,0234

1620 KM LINING = RCB

1621 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1622 KK P-C

1623 BA 0.309

1624 PB 2.77

1625 LS 0 87.4

1626 UD 0.397

*

1 HEC-1 INPUT PAGE 44

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

1627 KK CP-C

1628 KM COMBINE RCN-C AND P-C

1629 KM WASHINGTON AND MOJAVE

1630 HC 2

*

1631 KK RCP-C

1632 KM ROUTE CP-C TO CQ-C

1633 KM FACILITY = WASHINGTON AVENUE CHANNEL

1634 KM FACILITY # = LVWH 0136,0155

1635 KM LINING = RCB

1636 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1637 KK Q-C

1638 BA 0.258

1639 PB 2.77

1640 LS 0 85.6

1641 UD 0.408

*

1642 KK CQ-C

1643 KM COMBINE RCP-C AND Q-C

1644 KM WASHINGTON AND PECOS

1645 HC 2

*

1646 KK RCQ-C

1647 KM ROUTE CQ-C TO CLVW01-C

1648 KM FACILITY = WASHINGTON AVENUE CHANNEL

1649 KM FACILITY # = LVWH 0086,0087,0136

1650 KM LINING = RCB

1651 RD 3800 0.0033 0.015 0 TRAP 36 0

*

1652 KK LVW01-C

1653 BA 0.236

1654 PB 2.77

1655 LS 0 85.0

1656 UD 0.456

*

1657 KKCLVW01-C

1658 KM COMBINE RCQ-C AND LVW01-C

1659 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

1660 HC 2

*

1661 KK DLVOE

1662 KM RETRIEVE DLVOE

1663 DR DLVOE

*

1 HEC-1 INPUT PAGE 45

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

1664 KK RDLVOE

1665 KM ROUTE DLVOE TO CH-C1

1666 KM FACILITY = OWENS AVENUE CHANNEL

1667 KM FACILITY # = LVOE 0236,0331,0345

1668 KM LINING = RCB

1669 RD 7435 0.0133 0.015 0 TRAP 13 0

*

1670 KK H-C1

1671 BA 0.287

1672 PB 2.77

1673 LS 0 91.8

1674 UD 0.270

*

1675 KK CH-C1

1676 KM COMBINE H-C AND RDLVOE

1677 KM OWENS AND LAS VEGAS BLVD

1678 HC 2

*

1679 KK RCH-C1

1680 KM ROUTE CH-C1 TO CE-C

1681 KM FACILITY = OWENS AVENUE CHANNEL

1682 KM FACILITY # = LVOE 0134

1683 KM LINING = RCB

1684 RD 5380 0.01 0.015 0 TRAP 12 0

*

1685 KK E-C

1686 BA 0.614

1687 PB 2.77

1688 LS 0 87.2

1689 UD 0.395

*

1690 KK CE-C

1691 KM COMBINE RCH-C AND E-C

1692 KM OWENS AND EASTERN

1693 HC 2

*

1694 KK RCE-C

1695 KM ROUTE CE-C TO CG

1696 KM FACILITY = OWENS AVENUE CHANNEL

1697 KM FACILITY # = LVOE 0085

1698 KM LINING = RCB

1699 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

1700 KK G

1701 BA 0.233

1702 PB 2.77

1703 LS 0 84.2

1704 UD 0.422

*

1705 KK CG

1706 KM COMBINE RCE-C AND G

1707 KM OWENS AND STATZ

1708 HC 2

*

1709 KK RCG

1710 KM ROUTE CG TO CK-C1

1711 KM FACILITY = OWENS AVENUE CHANNEL

1712 KM FACILITY # = LVOE 0000

1713 KM LINING = RCB

1714 RD 4700 0.0047 0.015 0 TRAP 15 0

*

1715 KK K-C1

1716 BA 0.320

1717 PB 2.77

1718 LS 0 85.1

1719 UD 0.500

*

1720 KK CK-C1

1721 KM COMBINE RCG AND K-C1

1722 KM OWENS, AT LVMD 1354

1723 HC 2

*

1724 KK RCK-C1

1725 KM ROUTE CK-C1 TO CLVW01

1726 KM FACILITY = LAS VEGAS WASH MIDDLE

1727 KM FACILITY # = LVMD 1321

1728 KM LINING = CONCRETE

1729 RD 1950 0.004 0.015 0 TRAP 80 2

*

1730 KKCCLVW01C

1731 KM COMBINE CLVW01-C AND RCRCK-C

1732 KM COMBINATION OF LAS VEGAS WASH FLOWS

1733 HC 2

*

1734 KKRCCLVW01

1735 KM ROUTE CLVW01C TO CCBN15-C

1736 KM FACILITY = LAS VEGAS WASH MIDDLE

1737 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

1738 KM LINING = CONCRETE

1739 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

1740 KK BN06-C

1741 BA 0.340

1742 PB 2.77

1743 LS 0 89.3

1744 UD 0.201

*

1745 KK BN03-C

1746 BA 0.415

1747 PB 2.77

1748 LS 0 87.3

1749 UD 0.344

*

1750 KK DBN03

1751 KM RETREIVE DBN03

1752 DR DBN03

*

1753 KK RDBN03

1754 KM ROUTE DBN03 TO CBN03

1755 KM BONANZA

1756 RD 5900 0.0264 0.016 0 TRAP 0 50

*

1757 KK CBN03

1758 KM COMBINE BN06-C, BN03-C, AND RDBN03

1759 KM BONANZA AND EASTERN

1760 HC 3

*

1761 KK RCBN03

1762 KM ROUTE CBN03 TO CBN08

1763 KM FACILITY = LAS VEGAS WASH - BONANZA

1764 KM FACILITY # = LVBZ 0211,0224

1765 KM LINING = RCB

1766 RD 2980 0.0072 0.015 0 TRAP 8 0

*

1767 KK BN08

1768 BA 0.210

1769 PB 2.77

1770 LS 0 91.8

1771 UD 0.378

*

1772 KK CBN08

1773 KM COMBINE RCBN03 AND BN08

1774 KM BONANZA AND MOJAVE

1775 HC 2

*

1 HEC-1 INPUT PAGE 48

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

1776 KK RCBN08

1777 KM ROUTE CBN08 TO CBN09

1778 KM FACILITY = LAS VEGAS WASH - BONANZA

1779 KM FACILITY # = LVBZ 0167, 0188

1780 KM LINING = RCB

1781 RD 2330 0.007 0.015 0 TRAP 9 0

*

1782 KK BN09

1783 BA 0.233

1784 PB 2.77

1785 LS 0 83.9

1786 UD 0.411

*

1787 KK CBN09

1788 KM COMBINE RCBN08 AND BN09

1789 KM BONANZA AND PECOS

1790 HC 2

*

1791 KK RCBN09

1792 KM ROUTE CBN09 TO CBN10-C

1793 KM FACILITY = LAS VEGAS WASH - BONANZA

1794 KM FACILITY # = LVBZ 0114

1795 KM LINING = RCB

1796 RD 2740 0.004 0.015 0 TRAP 24 0

*

1797 KK BN10-C

1798 BA 0.257

1799 PB 2.77

1800 LS 0 88.8

1801 UD 0.406

*

1802 KK CBN10-C

1803 KM COMBINE RDCBN09 AND BN10-C

1804 KM BONANZA AND SANDHILL

1805 HC 2

*

1806 KKRCBN10-C

1807 KM ROUTE CBN10-C TO CBN12-C

1808 KM FACILITY = LAS VEGAS WASH - BONANZA

1809 KM FACILITY # = LVBZ 0064

1810 KM LINING = RCB

1811 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

1812 KK BN12-C

1813 BA 0.323

1814 PB 2.77

1815 LS 0 87.4

1816 UD 0.397

*

1817 KK CBN12-C

1818 KM COMBINE RCBN10-C AND BN12-C

1819 KM BONANZA AND LAMB

1820 HC 2

*

1821 KKRCBN12-C

1822 KM ROUTE CBN12-C TO CBN15-C

1823 KM FACILITY = LAS VEGAS WASH - BONANZA

1824 KM FACILITY # = LVBZ 0000

1825 KM LINING = RCB

1826 RD 3400 0.004 0.015 0 TRAP 24 0

*

1827 KK BN15-C

1828 BA 0.283

1829 PB 2.77

1830 LS 0 87.0

1831 UD 0.414

*

1832 KK CBN15-C

1833 KM COMBINE RCBN12-C AND BN15-C

1834 KM LAS VEGAS WASH AND BONANZA

1835 HC 2

*

1836 KKCCBN15-C

1837 KM COMBINE RCCLVW01 AND CBN15-C

1838 KM LAS VEGAS WASH AND BONANZA

1839 HC 2

*

1840 KKRCBN15-C

1841 KM ROUTE CCBN15-C TO CCCA10-C

1842 KM FACILITY = LAS VEGAS WASH MIDDLE

1843 KM FACILITY # = LVMD 1149

1844 KM LINING = CONCRETE

1845 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

1846 KK CA03

1847 BA 0.345

1848 PB 2.77

1849 LS 0 88.1

1850 UD 0.298

*

1 HEC-1 INPUT PAGE 50

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

1851 KK RCA03

1852 KM ROUTE CA03 TO CCA04

1853 KM STEWART

1854 RD 3000 0.0107 0.016 0 TRAP 0 50

*

1855 KK CA04-C

1856 BA 0.370

1857 PB 2.77

1858 LS 0 89.6

1859 UD 0.394

*

1860 KK CCA04

1861 KM COMBINE RCA03 AND CA04-C

1862 KM STEWART AND MOJAVE

1863 HC 2

*

1864 KK RCCA04

1865 KM ROUTE CCA04 TO CCA05

1866 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

1867 KM FACILITY # = CNST 0000

1868 KM LINING = RCB

1869 RD 2120 0.009 0.015 0 TRAP 8 0

*

1870 KK CA05

1871 BA 0.241

1872 PB 2.77

1873 LS 0 91.9

1874 UD 0.378

*

1875 KK CCA05

1876 KM COMBINE RCCA04 AND CA05

1877 KM STEWART AND PECOS

1878 HC 2

*

1879 KK RCCA05

1880 KM ROUTE CCA05 TO CCA06

1881 KM FACILITY = CEDAR AVENUE CHARLESTON

1882 KM FACILITY # = CACN 0001

1883 KM LINING = RCB

1884 RD 1867 0.004 0.015 0 TRAP 10 0

*

1885 KK CA06-C

1886 BA 0.401

1887 PB 2.77

1888 LS 0 85.0

1889 UD 0.418

*

1 HEC-1 INPUT PAGE 51

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

1890 KK CCA06

1891 KM COMBINE RCCA05 AND CA06-C

1892 KM PECOS AND CEDAR AVENUE

1893 HC 2

*

1894 KK RCCA06

1895 KM ROUTE CCA06 TO CCA08

1896 KM FACILITY = CEDAR AVENUE CHANNEL

1897 KM FACILITY # = CACH 0081,0127,0129,0146,0148

1898 KM LINING = CONCRETE

1899 RD 4634 0.0026 0.015 0 TRAP 10 0

*

1900 KK CA08-C

1901 BA 0.256

1902 PB 2.77

1903 LS 0 90.8

1904 UD 0.400

*

1905 KK CCA08-C

1906 KM COMBINE RCCA06 AND CA08-C

1907 KM CEDAR AVENUE AND LAMB

1908 HC 2

*

1909 KKRCCA08-C

1910 KM ROUTE CCA08 TO CCA10-C

1911 KM FACILITY = CEDAR AVENUE CHANNEL

1912 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

1913 KM LINING = CONCRETE

1914 RD 4386 0.0037 0.015 0 TRAP 10 0

*

1915 KK CA10-C

1916 BA 0.192

1917 PB 2.77

1918 LS 0 90.3

1919 UD 0.433

*

1920 KK CCA10-C

1921 KM COMBINE RCCA08-C AND CA10-C

1922 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

1923 HC 2

*

1924 KKCCCA10-C

1925 KM COMBINE RCBN15-C AND CCA10-C

1926 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

1927 HC 2

*

1 HEC-1 INPUT PAGE 52

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

1928 KKRCCCA10C

1929 KM ROUTE CCCA10-C TO CCST03-C

1930 KM FACILITY = LAS VEGAS WASH MIDDLE

1931 KM FACILITY # = LVMD 1119,1121

1932 KM LINING = CONCRETE

1933 RD 1520 0.002 0.015 0 TRAP 90 1

*

1934 KK ST01-C

1935 BA 0.246

1936 PB 2.77

1937 LS 0 90.2

1938 UD 0.478

*

1939 KK RST01-C

1940 KM ROUTE ST01-C TO CST03-C

1941 KM STEWART

1942 RD 4700 0.0032 0.016 0 TRAP 0 50

*

1943 KK ST03-C

1944 BA 0.221

1945 PB 2.77

1946 LS 0 89.4

1947 UD 0.511

*

1948 KK CST03-C

1949 KM COMBINE RST01-C AND ST03-C

1950 KM STEWART AND LAS VEGAS WASH

1951 HC 2

*

1952 KKCCST03-C

1953 KM COMBINE RCCCA10C AND CST03-C

1954 KM STEWART AND LAS VEGAS WASH

1955 HC 2

*

1956 KKRCCST03C

1957 KM ROUTE CCST03-C TO CCCH77-C

1958 KM FACILITY = LAS VEGAS WASH MIDDLE

1959 KM FACILITY # = LVMD 1069,1071

1960 KM LINING = CONCRETE

1961 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

1962 KK CH70-C

1963 BA 0.260

1964 PB 2.77

1965 LS 0 90.5

1966 UD 0.435

*

1 HEC-1 INPUT PAGE 53

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

1967 KK CH73

1968 BA 0.141

1969 PB 2.77

1970 LS 0 90.9

1971 UD 0.140

*

1972 KK CCH73-C

1973 KM COMBINE CH70-C AND CH73

1974 KM CHARLESTON AND US 95

1975 HC 2

*

1976 KK RCH73

1977 KM ROUTE CCH73 TO CCH75-C

1978 KM CHARLESTON

1979 RD 3300 0.0061 0.016 0 TRAP 0 50

*

1980 KK CH75-C

1981 BA 0.356

1982 PB 2.77

1983 LS 0 90.3

1984 UD 0.517

*

1985 KK CCH75-C

1986 KM COMBINE RCH73 AND CH75-C

1987 KM LAMB AND CHARLESTON

1988 HC 2

*

1989 KK CH76

1990 BA 0.138

1991 PB 2.77

1992 LS 0 92.6

1993 UD 0.339

*

1994 KK CCH76

1995 KM COMBINE CH76 AND CCH75-C

1996 KM LAMB AND CHARLESTON

1997 HC 2

*

1998 KK RCCH76

1999 KM ROUTE CCH76 TO CCH77-C

2000 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2001 KM FACILITY # = LVCA 0000

2002 KM LINING = RCB

2003 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

2004 KK CH77-C

2005 BA 0.448

2006 PB 2.77

2007 LS 0 90.1

2008 UD 0.517

*

2009 KK CCH77-C

2010 KM COMBINE RCCH76 AND CH77-C

2011 KM CHARLESTON FLOW @ LAS VEGAS WASH

2012 HC 2

*

2013 KKCCCH77-C

2014 KM COMBINE RCCST03C AND CCH77-C

2015 KM CHARLESTON BLVD @ LAS VEGAS WASH

2016 HC 2

*

2017 KK RCCCH73

2018 KM ROUTE CCCH73 TO CCNEL06

2019 KM FACILITY = LAS VEGAS WASH MIDDLE

2020 KM FACILITY # = LVMD 1054

2021 KM LINING = CONCRETE

2022 RD 860 0.005 0.015 0 TRAP 120 0

*

2023 KK CH91-C

2024 BA 0.128

2025 PB 2.77

2026 LS 0 94.2

2027 UD 0.257

*

2028 KK RCH91-C

2029 KM ROUTE CH91-C TO CCH92-C

2030 KM COLORADO AVENUE

2031 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2032 KK CH92-C

2033 BA 0.223

2034 PB 2.77

2035 LS 0 89.7

2036 UD 0.336

*

2037 KK CCH92-C

2038 KM COMBINE RCH91-C AND CH92-C

2039 KM COLORADO AND US 95

2040 HC 2

*

1 HEC-1 INPUT PAGE 55

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

2041 KK RCH92-C

2042 KM ROUTE CCH92-C TO CCH94

2043 KM FACILITY = COLORADO AVENUE SYSTEM

2044 KM FACILITY # = LVCO 0106,0109

2045 KM LINING = RCB

2046 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2047 KK CH93

2048 BA 0.266

2049 PB 2.77

2050 LS 0 88.0

2051 UD 0.344

*

2052 KK RCH93

2053 KM ROUTE CH93 TO CCH94

2054 KM WYOMING

2055 RD 3800 0.004 0.016 0 TRAP 0 50

*

2056 KK CH94

2057 BA 0.363

2058 PB 2.77

2059 LS 0 84.0

2060 UD 0.522

*

2061 KK CCH94

2062 KM COMBINE RCH93 AND CH94

2063 KM COLORADO AND LAMB

2064 HC 2

*

2065 KK CCCH94

2066 KM COMBINE RCH92-C AND CCH94

2067 KM COLORADO AND LAMB

2068 HC 2

*

2069 KK RCCCH94

2070 KM ROUTE CCH94 TO CNEL06

2071 KM FACILITY = COLORADO AVENUE SYSTEM

2072 KM FACILITY # = LVCO 0000,0012,0064

2073 KM LINING = RCB

2074 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2075 KK NEL06-C

2076 BA 0.323

2077 PB 2.77

2078 LS 0 88.2

2079 UD 0.483

*

1 HEC-1 INPUT PAGE 56

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

2080 KK CNEL06

2081 KM COMBINE RCCH94 AND NEL06

2082 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2083 HC 2

*

2084 KK CCNEL06

2085 KM COMBINE RCCNEL04 AND CNEL06

2086 KM LAS VEGAS WASH AND COLORADO AVE.

2087 HC 2

*

2088 KK DSAHARA

2089 KM RETRIEVE DSAHARA

2090 DR DSAHARA

*

2091 KKRDSAHARA

2092 KM ROUTE DSAHARA TO CSA10-1

2093 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2094 KM FACILITY # = BHSA 0331

2095 KM LINING = RCB

2096 RD 2000 0.01 0.015 0 TRAP 14 0

*

2097 KK SA10-2

2098 BA 0.204

2099 PB 2.77

2100 LS 0 91.9

2101 UD 0.633

*

2102 KK SA10-1

2103 BA 0.277

2104 PB 2.77

2105 LS 0 92.6

2106 UD 0.611

*

2107 KK CSA10-1

2108 KM COMBINE RDSAHARA, SA10-1, AND SA10-2

2109 KM NEAR SAHARA AND UPRR

2110 HC 3

*

2111 KKRCSA10-1

2112 KM ROUTE CSA10-1 TO CSA11

2113 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2114 KM FACILITY # = BHSA 0289

2115 KM LINING = RCB

2116 RD 2300 0.0087 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 57

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

2117 KK SA11

2118 BA 0.395

2119 PB 2.77

2120 LS 0 94.9

2121 UD 0.511

*

2122 KK CSA11

2123 KM COMBINE RCSA10 AND SA11

2124 KM SAHARA AND LAS VEGAS BLVD

2125 HC 2

*

2126 KK RCSA11

2127 KM ROUTE CSA11 TO CSA13-CB

2128 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2129 KM FACILITY # = BHSA 0175

2130 KM LINING = RCB

2131 RD 3030 0.0067 0.015 0 TRAP 14 0

*

2132 KK SA13-CB

2133 BA 0.115

2134 PB 2.77

2135 LS 0 93.7

2136 UD 0.328

*

2137 KKCSA13-CB

2138 KM COMBINE RCSA11 AND SA13-CB

2139 KM MARYLAND PARKWAY AND SAHARA

2140 HC 2

*

2141 KKRCSA13-CB

2142 KM ROUTE CSA13-CB TO CFR01B

2143 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2144 KM FACILITY # = BHSA 0175

2145 KM LINING = RCB

2146 RD 1670 0.0067 0.015 0 TRAP 14 0

*

2147 KK FR01B

2148 BA 0.067

2149 PB 2.77

2150 LS 0 93.1

2151 UD 0.313

*

1 HEC-1 INPUT PAGE 58

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

2152 KK CFR01B

2153 KM COMBINE RCSA13-CB AND FR01B

2154 KM 10TH STREET AND SAHARA

2155 HC 2

*

2156 KK RCFR01B

2157 KM ROUTE CFR01B TO CSA13-CC

2158 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2159 KM FACILITY # = BHSA 0175

2160 KM LINING = RCB

2161 RD 1315 0.0067 0.015 0 TRAP 14 0

*

2162 KK SA13-CC

2163 BA 0.110

2164 PB 2.77

2165 LS 0 94.6

2166 UD 0.319

*

2167 KKCSA13-CC

2168 KM COMBINE RCFR01B AND SA13-CC

2169 KM MARYLAND PARKWAY AND SAHARA

2170 HC 2

*

2171 KKRCSA13-CC

2172 KM ROUTE CSA13-CC TO CFR02A

2173 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2174 KM FACILITY # = BHSA 0075

2175 KM LINING = RCB

2176 RD 1330 0.0211 0.015 0 TRAP 12 0

*

2177 KK FR02A

2178 BA 0.114

2179 PB 2.77

2180 LS 0 90.9

2181 UD 0.275

*

2182 KK CFR02A

2183 KM COMBINE RCSA13-CC AND FR02A

2184 KM 15TH STREET AND SAHARA

2185 HC 2

*

2186 KK RCFR02A

2187 KM ROUTE CFR02A TO CFR02B

2188 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2189 KM FACILITY # = BHSA 0075

2190 KM LINING = RCB

2191 RD 1240 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE 59

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

2192 KK FR02B

2193 BA 0.042

2194 PB 2.77

2195 LS 0 86.2

2196 UD 0.152

*

2197 KK CFR02B

2198 KM COMBINE RCFR02A AND FR02B

2199 KM 17TH STREET AND SAHARA

2200 HC 2

*

2201 KK SA14A

2202 BA 0.127

2203 PB 2.77

2204 LS 0 90.7

2205 UD 0.228

*

2206 KK CSA14A

2207 KM COMBINE CFR02B AND SA14A

2208 KM SPENCER AND SAHARA

2209 HC 2

*

2210 KK RCSA14A

2211 KM ROUTE CSA14A TO CSA14B

2212 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2213 KM FACILITY # = BHSA 0075

2214 KM LINING = RCB

2215 RD 1300 0.0211 0.015 0 TRAP 12 0

*

2216 KK SA13-CA

2217 BA 0.245

2218 PB 2.77

2219 LS 0 94.5

2220 UD 0.631

*

2221 KKRSA13-CA

2222 KM ROUTE SA13-CA TO CFW40A

2223 KM FACILITY = KAREN AVE

2224 RD 4070 0.0214 0.016 0 TRAP 0 50

*

2225 KK FW40A

2226 BA 0.118

2227 PB 2.77

2228 LS 0 85.1

2229 UD 0.264

*

1 HEC-1 INPUT PAGE 60

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

2230 KK CFW40A

2231 KM COMBINE RSA13-CA AND FW40A

2232 KM BURNHAM AND KAREN

2233 HC 2

*

2234 KK DFW40AN

2235 KM FLOW SPLIT AT BURNHAM/KAREN

2236 KM DIVERTED FLOW CONTINUES IN KAREN

2237 DT DFW40AE

2238 DI 0 100 200 300

2239 DQ 0 82 164 246

*

2240 KKRDFW40AN

2241 KM ROUTE DFW40AN TO CSA14B

2242 KM FACILITY = BURNHAM AVE

2243 RD 1250 0.0080 0.016 0 TRAP 0 50

*

2244 KK SA14B

2245 BA 0.058

2246 PB 2.77

2247 LS 0 90.9

2248 UD 0.175

*

2249 KK CSA14B

2250 KM COMBINE RCSA14A, RDFW40AN AND SA14B

2251 KM BURNHAM AND SAHARA

2252 HC 3

*

2253 KK RCSA14B

2254 KM ROUTE CSA14B TO CSA14C

2255 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2256 KM FACILITY # = BHSA 0075

2257 KM LINING = RCB

2258 RD 1325 0.0211 0.015 0 TRAP 12 0

*

2259 KK FR01A

2260 BA 0.177

2261 PB 2.77

2262 LS 0 91.3

2263 UD 0.499

*

2264 KK RFR01A

2265 KM ROUTE FR01A TO FR02C

2266 KM FACILITY = ST LOUIS AVE

2267 RD 5400 0.0209 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE 61

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

2268 KK FR02C

2269 BA 0.258

2270 PB 2.77

2271 LS 0 87.1

2272 UD 0.375

*

2273 KK CFR02C

2274 KM COMBINE RFR01A AND FR02C

2275 KM EASTERN AND ST LOUIS AVE

2276 HC 2

*

2277 KK RFR02C

2278 KM ROUTE CFR02 TO CSA14C

2279 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

2280 KM FACILITY # = SAEA 0000

2281 KM LINING = RCB

2282 RD 1440 0.002 0.015 0 TRAP 10 0

*

2283 KK SA14C

2284 BA 0.060

2285 PB 2.77

2286 LS 0 93.2

2287 UD 0.179

*

2288 KK CSA14C

2289 KM COMBINE RCSA14B, RFR02C AND SA14C

2290 KM EASTERN AND SAHARA

2291 HC 3

*

2292 KK RCSA14C

2293 KM ROUTE CSA14C TO CSA16A

2294 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2295 KM FACILITY # = BHSA 0026

2296 KM LINING = RCB

2297 RD 1300 0.013 0.015 0 TRAP 14 0

*

2298 KK SA16A

2299 BA 0.059

2300 PB 2.77

2301 LS 0 90.9

2302 UD 0.199

*

1 HEC-1 INPUT PAGE 62

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

2303 KK CSA16A

2304 KM COMBINE RCSA14C AND SA16A

2305 KM ATLANTIC AND SAHARA

2306 HC 2

*

2307 KK RCSA16A

2308 KM ROUTE CSA16A TO CSA16B

2309 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2310 KM FACILITY # = BHSA 0026

2311 KM LINING = RCB

2312 RD 1315 0.013 0.015 0 TRAP 14 0

*

2313 KK DFW40AE

2314 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

2315 DR DFW40AE

*

2316 KK FW41A

2317 BA 0.160

2318 PB 2.77

2319 LS 0 84.0

2320 UD 0.337

*

2321 KK CFW41A

2322 KM COMBINE DFW40AE AND FW41A

2323 KM MCLEOD AND KAREN

2324 HC 2

*

2325 KK DFW41AN

2326 KM FLOW SPLIT AT MCLEOD/KAREN

2327 KM DIVERTED FLOW CONTINUES IN KAREN

2328 DT DFW41AE

2329 DI 0 100 200 300 400

2330 DQ 0 63 128 194 260

*

2331 KKRDFW41AN

2332 KM ROUTE DFW41AN TO CSA16B

2333 KM FACILITY = MCLEOD DR

2334 RD 1295 0.0116 0.016 0 TRAP 0 50

*

2335 KK SA16B

2336 BA 0.060

2337 PB 2.77

2338 LS 0 89.6

2339 UD 0.206

*

1 HEC-1 INPUT PAGE 63

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

2340 KK CSA16B

2341 KM COMBINE RCSA16A, RDFW41AN AND SA16B

2342 KM MCLEOD AND SAHARA

2343 HC 3

*

2344 KK RCSA16B

2345 KM ROUTE CSA16B TO CSA16C

2346 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2347 KM FACILITY # = BHSA 0026

2348 KM LINING = RCB

2349 RD 1390 0.013 0.015 0 TRAP 14 0

*

2350 KK SA16C

2351 BA 0.065

2352 PB 2.77

2353 LS 0 90.6

2354 UD 0.192

*

2355 KK CSA16C

2356 KM COMBINE RCSA16B AND SA16C

2357 KM SAHARA AND MOJAVE

2358 HC 2

*

2359 KK FR03-B

2360 BA 0.065

2361 PB 2.77

2362 LS 0 90.6

2363 UD 0.192

*

2364 KK CFR03B

2365 KM COMBINE CSA16C AND FR03-B

2366 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

2367 HC 2

*

2368 KK RCFR03B

2369 KM ROUTE CFR03B TO CCFR03

2370 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2371 KM FACILITY # = BHSA 0000

2372 KM LINING = RCB

2373 RD 1300 0.0079 0.015 0 TRAP 14 0

*

2374 KK CH51

2375 BA 0.237

2376 PB 2.77

2377 LS 0 92.5

2378 UD 0.467

*

1 HEC-1 INPUT PAGE 64

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

2379 KK RCH51

2380 KM ROUTE CH51 TO CCH52

2381 KM FACILITY = FLAMINGO - BOULDER NORTH

2382 KM FACILITY # = FLBN 0342

2383 KM LINING = RCB

2384 RD 4300 0.0042 0.015 0 TRAP 7 0

*

2385 KK CH52-C

2386 BA 0.311

2387 PB 2.77

2388 LS 0 94.8

2389 UD 0.389

*

2390 KK CCH52

2391 KM COMBINE RCH51 AND CH52-C

2392 KM CHARLESTON AND LAS VEGAS BLVD

2393 HC 2

*

2394 KK RCCH52

2395 KM ROUTE CCH52 TO CCH56

2396 KM FACILITY = FLAMINGO - BOULDER NORTH

2397 KM FACILITY # = FLBN 0281

2398 KM LINING = RCB

2399 RD 2000 0.0133 0.015 0 TRAP 10 0

*

2400 KK CH56-A

2401 BA 0.140

2402 PB 2.77

2403 LS 0 92.4

2404 UD 0.362

*

2405 KK CCH56A

2406 KM COMBINE RCCH52 AND CH56-A

2407 KM CHARLESTON AND 10TH ST

2408 HC 2

*

2409 KK RCCH56A

2410 KM ROUTE CCH56A TO CCH56B

2411 KM FACILITY = FLAMINGO - BOULDER NORTH

2412 KM FACILITY # = FLBN 0281

2413 KM LINING = RCB

2414 RD 1100 0.0133 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 65

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

2415 KK CH56-B

2416 BA 0.244

2417 PB 2.77

2418 LS 0 90.0

2419 UD 0.492

*

2420 KK DFLAM

2421 KM RETRIEVE DFLAM

2422 DR DFLAM

*

2423 KK RDFLAM

2424 KM ROUTE DFLAM TO CCH60A

2425 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

2426 KM FACILITY # = FLMP 0000

2427 KM LINING = RCB

2428 RD 5300 0.0049 0.015 0 TRAP 8 0

*

2429 KK CH60-A

2430 BA 0.377

2431 PB 2.77

2432 LS 0 91.8

2433 UD 0.440

*

2434 KK CCH60A

2435 KM COMBINE RDFLAM AND CH60-A

2436 HC 2

*

2437 KK CCH56B

2438 KM COMBINE RCCH56A, CH56-B, AND CCH60A

2439 KM MARYLAND PARKWAY AND CHARLESTON

2440 HC 3

*

2441 KK RCCH56B

2442 KM ROUTE CCH56B TO CCH63-A

2443 KM FACILITY = FLAMINGO - BOULDER NORTH

2444 KM FACILITY # = FLBN 0205

2445 KM LINING = RCB

2446 RD 1200 0.023 0.015 0 TRAP 10 0

*

2447 KK CH63-A

2448 BA 0.112

2449 PB 2.77

2450 LS 0 89.7

2451 UD 0.245

*

1 HEC-1 INPUT PAGE 66

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

2452 KK CCH63A

2453 KM COMBINE RCCH56B AND CH63-A

2454 KM CHARLESTON AND 15TH ST

2455 HC 2

*

2456 KK RCCH63A

2457 KM ROUTE CCH63A TO CCH63B

2458 KM FACILITY = FLAMINGO - BOULDER NORTH

2459 KM FACILITY # = FLBN 0205

2460 KM LINING = RCB

2461 RD 2800 0.023 0.015 0 TRAP 10 0

*

2462 KK CH63-B

2463 BA 0.153

2464 PB 2.77

2465 LS 0 90.4

2466 UD 0.172

*

2467 KK CCH63B

2468 KM COMBINE RCCH63A AND CH63-B

2469 KM CHARLESTON AND BURNHAM

2470 HC 2

*

2471 KK RCCH63B

2472 KM ROUTE CCH63B TO CCH68A

2473 KM FACILITY = FLAMINGO - BOULDER NORTH

2474 KM FACILITY # = FLBN 0180

2475 KM LINING = RCB

2476 RD 1900 0.0131 0.015 0 TRAP 20 0

*

2477 KK CH68-A

2478 BA 0.294

2479 PB 2.77

2480 LS 0 90.2

2481 UD 0.367

*

2482 KK CCH68A

2483 KM COMBINE RCCH63B AND CH68-A

2484 KM CHARLESTON AND BOULDER HIGHWAY

2485 HC 2

*

2486 KK RCCH68A

2487 KM ROUTE CCH68A TO CCH67A

2488 KM FACILITY = FLAMINGO - BOULDER NORTH

2489 KM FACILITY # = FLBN 0038

2490 KM LINING = RCB

2491 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

2492 KK CH67-A

2493 BA 0.333

2494 PB 2.77

2495 LS 0 86.0

2496 UD 0.359

*

2497 KK CCH67A

2498 KM COMBINE RCCH68A AND CH67-A

2499 HC 2

*

2500 KK RCCH67A

2501 KM ROUTE CCH67A TO CFR04

2502 KM FACILITY = FLAMINGO - BOULDER NORTH

2503 KM FACILITY # = FLBN 0038

2504 KM LINING = RCB

2505 RD 4340 0.0059 0.015 0 TRAP 15 0

*

2506 KK CH64-A

2507 BA 0.297

2508 PB 2.77

2509 LS 0 90.0

2510 UD 0.527

*

2511 KK RCH64-A

2512 KM ROUTE CH64-A TO CFR04A

2513 KM OAKEY TO BOULDER HIGHWAY

2514 RD 7100 0.018 0.016 0 TRAP 0 50

*

2515 KK FR04-A

2516 BA 0.255

2517 PB 2.77

2518 LS 0 87.8

2519 UD 0.343

*

2520 KK CFR04A

2521 KM COMBINE RCH64 AND FR04-A

2522 HC 2

*

2523 KK CCFR04A

2524 KM COMBINE RCCH67A AND CFR04A

2525 KM OAKEY AND BOULDER HIGHWAY

2526 HC 2

*

1 HEC-1 INPUT PAGE 68

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

2527 KKRCCFR04A

2528 KM ROUTE CCFR04A TO CCFR03A

2529 KM FACILITY = FLAMINGO - BOULDER NORTH

2530 KM FACILITY # = FLBN 0038

2531 KM LINING = RCB

2532 RD 1800 0.0059 0.015 0 TRAP 15 0

*

2533 KK FR03-A

2534 BA 0.233

2535 PB 2.77

2536 LS 0 84.8

2537 UD 0.361

*

2538 KK CFR03A

2539 KM COMBINE RCCFR04A AND FR03-A

2540 KM BOULDER HIGHWAY AND ST. LOUIS

2541 HC 2

*

2542 KK RCFR03A

2543 KM ROUTE CFR03A TO CFR03C

2544 KM FACILITY = FLAMINGO - BOULDER NORTH

2545 KM FACILITY # = FLBN 0038

2546 KM LINING = RCB

2547 RD 2000 0.0059 0.015 0 TRAP 15 0

*

2548 KK FR03-C

2549 BA 0.036

2550 PB 2.77

2551 LS 0 92.0

2552 UD 0.230

*

2553 KK CCFR03

2554 KM COMBINE RCFR03B, RCFR03A AND FR03-C

2555 KM BOULDER HIGHWAY AND SAHARA

2556 HC 3

*

2557 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

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

44 FW01

V

V

57 RFW1

.

.

61 . FW02

. .

. .

66 CFW2............

V

V

70 RCFW2

.

.

74 . FW03

. .

. .

79 CFW3............

V

V

83 RCFW3

.

.

89 . FW5

. .

. .

94 CFW5............

.

.

102 .-------> DFW11

98 DFW5

V

V

105 RDFW5

.

.

111 . CE2EA-C

. V

. V

116 . RCE2EA

. .

. .

120 . . R4C1

. . .

. . .

125 CR4C1........................

V

V

129 RCR4C1

.

.

135 . CE2EC

. V

. V

140 . RCE2EC

. .

. .

144 . . CE2ED-C

. . .

. . .

149 . CCE2ED-C............

. .

. .

158 . .-------> DCPS03

153 . DCCE2ED

. V

. V

161 . RDCCE2ED

. .

. .

165 . . CE3FA

. . .

. . .

170 CCE3FA........................

V

V

174 RCCE3FA

.

.

180 . PS01-C

. V

. V

185 . RPS01-C

. .

. .

191 . . PS03

. . .

. . .

196 . CPS03............

. .

. .

200 . . ED01

. . V

. . V

205 . . RED01

. . .

. . .

209 . . . ED02

. . . .

. . . .

214 . . . . ED11

. . . . .

. . . . .

219 . . . . . ED12

. . . . . .

. . . . . .

224 . . . . CED12............

. . . . V

. . . . V

228 . . . . RCED12

. . . . .

. . . . .

232 . . . . . ED13

. . . . . .

. . . . . .

237 . . . . CED13............

. . . . V

. . . . V

241 . . . . RCED13

. . . . .

. . . . .

247 . . CED02........................

. . V

. . V

251 . . RCED02

. . .

. . .

259 . . . .<------- DCPS03

257 . . . DCPS03

. . . V

. . . V

260 . . . RDPS03

. . . .

. . . .

264 . CCPS03........................

. V

. V

268 . RCCPS03

. .

. .

274 . . PS06-C

. . .

. . .

279 . CPS06............

. .

. .

283 CCPS06............

V

V

287 RCCPS06

.

.

293 . FW09

. .

. .

301 . .-------> DSM

298 . DSPM

. V

. V

304 . RDSPM

. .

. .

309 . . CE3FD-C

. . .

. . .

314 . CCE3FD-C............

. V

. V

318 . RCCE3FD

. .

. .

324 CRCPS06............

V

V

328 RCRCPS06

.

.

334 . PS08

. .

. .

339 CPS08............

.

.

343 . ED05-C

. V

. V

348 . RED05-C

. .

. .

352 CCPS08............

V

V

356 RCCPS08

.

.

362 . ED10-C

. .