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 12:57:06 * * (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 = SW5PB1.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 = SW5.DAT

11 ID INPUT FILE DATE = MAY 2008

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

13 ID STORM DISTRIBUTION = SDN #5

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 12-16 0.832

36 ID 16-20 0.804

37 ID 20-30 0.765

38 ID 30-40 0.725

39 ID 40-50 0.695

40 ID 50-100 0.64

41 ID

42 IT 5 0 0 300

43 IO 5 0 0

44 IN 5 0 0

45 JR PREC 0.832 0.804 0.765 0.725 0.695 0.64

*

46 KK FW01

47 BA 0.325

48 PB 2.77

49 PC 0.000 0.020 0.059 0.080 0.110 0.144 0.150 0.160 0.168 0.171

50 PC 0.180 0.182 0.187 0.190 0.197 0.202 0.210 0.220 0.230 0.241

51 PC 0.250 0.259 0.265 0.280 0.290 0.300 0.305 0.309 0.310 0.317

1 HEC-1 INPUT PAGE 2

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

52 PC 0.321 0.327 0.333 0.346 0.361 0.381 0.408 0.430 0.477 0.514

53 PC 0.561 0.630 0.710 0.720 0.731 0.752 0.779 0.790 0.795 0.804

54 PC 0.810 0.820 0.826 0.840 0.859 0.889 0.910 0.938 0.966 0.970

55 PC 0.974 0.979 0.981 0.983 0.985 0.989 0.990 0.992 0.993 0.996

56 PC 0.997 0.999 1.000

57 LS 0 77.2

58 UD 0.367

*

59 KK RFW1

60 KM ROUTE FW01 TO CFW2

61 KM TWAIN

62 RD 2700 0.0081 0.016 0 TRAP 0 50

*

63 KK FW02

64 BA 0.240

65 PB 2.77

66 LS 0 80.5

67 UD 0.367

*

68 KK CFW2

69 KM COMBINE RFW1 AND FW02

70 KM TWAIN AND JONES

71 HC 2

*

72 KK RCFW2

73 KM ROUTE CFW2 TO CFW3

74 KM TWAIN

75 RD 2500 0.0072 0.016 0 TRAP 0 50

*

76 KK FW03

77 BA 0.255

78 PB 2.77

79 LS 0 90.6

80 UD 0.367

*

81 KK CFW3

82 KM COMBINE RCFW2 AND FW03

83 KM TWAIN AND LINDELL

84 HC 2

*

85 KK RCFW3

86 KM ROUTE CFW3 TO CFW5

87 KM FACILITY = VALLEY VIEW DRAIN

88 KM FACILITY # = FWVV 0050

89 KM LINING = RCB

90 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

91 KK FW5

92 BA 0.523

93 PB 2.77

94 LS 0 90.9

95 UD 0.515

*

96 KK CFW5

97 KM COMBINE RCFW3 AND FW5

98 KM TWAIN AND VALLEY VIEW

99 HC 2

*

100 KK DFW5

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

102 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

103 KM CAPACITY = 210 CFS

104 DT DFW11

105 DI 0 210 1000 5000

106 DQ 0 210 210 210

*

107 KK RDFW5

108 KM ROUTE DFW5 TO CR4C1

109 KM FACILITY = VALLEY VIEW DRAIN

110 KM FACILITY # = FWVV 0025

111 KM LINING = RCB

112 RD 1200 0.003 0.015 0 TRAP 10 0

*

113 KK CE2EA-C

114 BA 0.126

115 PB 2.77

116 LS 0 86.8

117 UD 0.428

*

118 KK RCE2EA

119 KM ROUTE CE2EA TO CR4C1

120 KM SPRING MOUNTAIN ROAD

121 RD 7600 0.01 0.016 0 TRAP 0 50

*

122 KK R4C1

123 BA 0.272

124 PB 2.77

125 LS 0 93.4

126 UD 0.419

*

1 HEC-1 INPUT PAGE 4

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

127 KK CR4C1

128 KM COMBINE R4C1, RDFW5, AND RCE2EA

129 KM SPRING MOUNTAIN AND VALLEY VIEW

130 HC 3

*

131 KK RCR4C1

132 KM ROUTE CR4C1 TO CCE3FA

133 KM FACILITY = VALLEY VIEW DRAIN

134 KM FACILITY # = FWVV 0000, 0025

135 KM LINING = RCB

136 RD 2285 0.003 0.015 0 TRAP 10 0

*

137 KK CE2EC

138 BA 0.264

139 PB 2.77

140 LS 0 83.1

141 UD 0.308

*

142 KK RCE2EC

143 KM ROUTE CE2EC TO CCE2ED-C

144 KM DESERT INN

145 RD 5000 0.0144 0.016 0 TRAP 0 50

*

146 KK CE2ED-C

147 BA 0.313

148 PB 2.77

149 LS 0 91.7

150 UD 0.401

*

151 KKCCE2ED-C

152 KM COMBINE RCE2EC AND CE2ED-C

153 KM DESERT INN AND DECATUR

154 HC 2

*

155 KK DCCE2ED

156 KM FLOW SPLIT TO CPS03

157 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

158 KM REMAINING FLOW FLOWS EAST ON DESERT INN

159 KM DIDN FROM CITY WIDE

160 DT DCPS03

161 DI 0 1 100 200 300 390

162 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

163 KKRDCCE2ED

164 KM ROUTE DCCE2ED TO CE3FA

165 KM DESERT INN

166 RD 5100 0.0137 0.016 0 TRAP 0 50

*

167 KK CE3FA

168 BA 0.357

169 PB 2.77

170 LS 0 93.7

171 UD 0.412

*

172 KK CCE3FA

173 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

174 KM DESERT INN AND VALLEY VIEW

175 HC 3

*

176 KK RCCE3FA

177 KM ROUTE CCE3FA TO CCPS06

178 KM FACILITY = VALLEY VIEW DRAIN

179 KM FACILITY # = FWVV 0000

180 KM LINING = RCB

181 RD 500 0.003 0.015 0 TRAP 12 0

*

182 KK PS01-C

183 BA 0.407

184 PB 2.77

185 LS 0 85.4

186 UD 0.364

*

187 KK RPS01-C

188 KM ROUTE PS01-C TO CPS03

189 KM FACILITY = PALMYRA/SIRIUS DRAIN

190 KM FACILITY # = FWPS 0157

191 KM LINING = RCP

192 RD 2600 0.0115 0.013 0 CIRC 8

*

193 KK PS03

194 BA 0.193

195 PB 2.77

196 LS 0 90.4

197 UD 0.226

*

1 HEC-1 INPUT PAGE 6

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

198 KK CPS03

199 KM COMBINE RPS01-C AND PS03

200 KM DECATUR AND PALMYRA

201 HC 2

*

202 KK ED01

203 BA 0.254

204 PB 2.77

205 LS 0 85.9

206 UD 0.379

*

207 KK RED01

208 KM ROUTE ED01 TO CED02

209 KM EDNA AVENUE

210 RD 5100 0.0139 0.016 0 TRAP 0 50

*

211 KK ED02

212 BA 0.312

213 PB 2.77

214 LS 0 88.7

215 UD 0.407

*

216 KK ED11

217 BA 0.242

218 PB 2.77

219 LS 0 85.3

220 UD 0.370

*

221 KK ED12

222 BA 0.198

223 PB 2.77

224 LS 0 90.5

225 UD 0.337

*

226 KK CED12

227 KM COMBINE ED11 AND ED12

228 KM JONES AND ELDORA

229 HC 2

*

230 KK RCED12

231 KM ROUTE CED12 TO CED13

232 KM ELDORA STREET

233 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

234 KK ED13

235 BA 0.208

236 PB 2.77

237 LS 0 91.8

238 UD 0.382

*

239 KK CED13

240 KM COMBINE RCED12 AND ED13

241 KM DECATUR AND ELDORA

242 HC 2

*

243 KK RCED13

244 KM ROUTE CED13 TO CED02

245 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

246 KM FACILITY # = PSDE 0025

247 KM LINING = RCB

248 RD 1320 0.0025 0.015 0 TRAP 10 0

*

249 KK CED02

250 KM COMBINE RED01, ED02, AND RCED13

251 KM DECATUR AND EDNA

252 HC 3

*

253 KK RCED02

254 KM ROUTE CED02 TO CPS03

255 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

256 KM FACILITY # = PSDE 0000

257 KM LINING = RCB

258 RD 1330 0.0038 0.015 0 TRAP 12 0

*

259 KK DCPS03

260 KM RETRIEVE DPS03

261 DR DCPS03

*

262 KK RDPS03

263 KM ROUTE DCPS03 TO CPS03

264 KM DECATUR

265 RD 1200 0.0033 0.016 0 TRAP 0 50

*

266 KK CCPS03

267 KM COMBINE CPS03, RDPS03 AND RCED02

268 KM DECATUR AND PALMYRA

269 HC 3

*

1 HEC-1 INPUT PAGE 8

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

270 KK RCCPS03

271 KM ROUTE CCPS03 TO CPS06

272 KM FACILITY = PALMYRA/SIRIUS DRAIN

273 KM FACILITY # = FWPS 0057

274 KM LINING = RCP

275 RD 5280 0.0128 0.015 0 TRAP 10 0

*

276 KK PS06-C

277 BA 0.387

278 PB 2.77

279 LS 0 91.5

280 UD 0.317

*

281 KK CPS06

282 KM COMBINE RCPS03 AND PS06-C

283 KM VALLEY VIEW AND SIRIUS

284 HC 2

*

285 KK CCPS06

286 KM COMBINE CPS06 AND RCCE3FA

287 KM VALLEY VIEW AND SIRIUS

288 HC 2

*

289 KK RCCPS06

290 KM ROUTE CCPS06 TO CRCPS06

291 KM FACILITY = PALMYRA/SIRIUS DRAIN

292 KM FACILITY # = FWPS 0000

293 KM LINING = RCB

294 RD 3000 0.015 0.015 0 TRAP 12 0

*

295 KK FW09

296 BA 0.255

297 PB 2.77

298 LS 0 94.0

299 UD 0.399

*

300 KK DSPM

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

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

303 DT DSM

304 DI 0 50 100 200 300 400 1000 2000

305 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

306 KK RDSPM

307 KM ROUTE DSPM TO CCE3FD-C

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

309 KM LINING = RCP

310 RD 1390 0.0046 0.015 0 CIRC 5

*

311 KK CE3FD-C

312 BA 0.281

313 PB 2.77

314 LS 0 94.0

315 UD 0.431

*

316 KKCCE3FD-C

317 KM COMBINE RDSPM AND CE3FD-C

318 KM FREEWAY CHANNEL AND DESERT INN

319 HC 2

*

320 KK RCCE3FD

321 KM ROUTE CCE3FD-C TO CRCPS06

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

323 KM FACILITY # = FW15 0301

324 KM LINING = CONCRETE

325 RD 1300 0.0042 0.015 0 TRAP 12 2

*

326 KK CRCPS06

327 KM COMBINE RCCCE3FD AND RCCPS06

328 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

329 HC 2

*

330 KKRCRCPS06

331 KM ROUTE CRCPS06 TO CPS08

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

333 KM FACILITY # = FW15 0271

334 KM LINING = RCB

335 RD 1520 0.0059 0.015 0 TRAP 24 0

*

336 KK PS08

337 BA 0.179

338 PB 2.77

339 LS 0 92.3

340 UD 0.238

*

1 HEC-1 INPUT PAGE 10

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

341 KK CPS08

342 KM COMBINE RCRCPS06 AND PS08

343 KM FREEWAY CHANNEL AND SUBBASIN PS08

344 HC 2

*

345 KK ED05-C

346 BA 0.441

347 PB 2.77

348 LS 0 91.3

349 UD 0.495

*

350 KK RED05-C

351 KM ROUTE ED05-C TO CCPS08

352 KM EDNA AVENUE

353 RD 1900 0.0158 0.016 0 TRAP 0 50

*

354 KK CCPS08

355 KM COMBINE CPS08 AND RED05-C

356 KM EDNA AND FREEWAY CHANNEL

357 HC 2

*

358 KK RCCPS08

359 KM ROUTE CCPS08 TO CED10-C

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

361 KM FACILITY # = FW15 0242

362 KM LINING = RCB

363 RD 1500 0.0093 0.015 0 TRAP 24 0

*

364 KK ED10-C

365 BA 0.217

366 PB 2.77

367 LS 0 90.8

368 UD 0.293

*

369 KK CED10-C

370 KM COMBINE RCCPS08 AND ED10-C

371 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

372 HC 2

*

373 KKRCED10-C

374 KM ROUTE CED10-C TO CSA08

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

376 KM FACILITY # = FW15 0214

377 KM LINING = RCB

378 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

379 KK SA06-C

380 BA 0.203

381 PB 2.77

382 LS 0 93.7

383 UD 0.384

*

384 KK RSA06-C

385 KM ROUTE SA06-C TO CSA08

386 KM FACILITY = FREEWAY CHANNEL SAHARA

387 KM FACILITY # = FWSA 0000

388 KM LINING = RCB

389 RD 5700 0.0149 0.015 0 TRAP 7 0

*

390 KK SA08

391 BA 0.218

392 PB 2.77

393 LS 0 94.0

394 UD 0.265

*

395 KK CSA08

396 KM COMBINE RSA06-C AND SA08

397 KM FREEWAY CHANNEL AND SAHARA AVENUE

398 HC 2

*

399 KK CCSA08

400 KM COMBINE RCED10-C AND CSA08

401 KM FREEWAY CHANNEL AND SAHARA AVENUE

402 HC 2

403 KO 1

*

404 KK Basin

405 KM Peaking Basin

406 RS 1 STOR -1

407 SV 0 0 36 45 75 109 146 187 230

408 SQ 0 1450 1450 1450 1450 1450 1450 1450 1450

409 SE 2042 2048 2049 2050 2053 2056 2059 2062 2065

410 KO 1

*

411 KK RCCSA08

412 KM ROUTE CCSA08 TO COK11-C

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

414 KM FACILITY # = FW15 0125,0150,0175

415 KM LINING = RCB

416 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

417 KK CH14-C

418 BA 0.168

419 PB 2.77

420 LS 0 91.6

421 UD 0.432

*

422 KK RCH14-C

423 KM ROUTE CH14-C TO COK09-C

424 KM OAKEY

425 RD 2225 0.022 0.016 0 TRAP 0 50

*

426 KK OK09-C

427 BA 0.377

428 PB 2.77

429 LS 0 91.8

430 UD 0.606

*

431 KK COK09-C

432 KM COMBINE RCH14-C AND OK09-C

433 KM OAKEY AND CAMPBELL

434 HC 2

*

435 KKRCOK09-C

436 KM ROUTE COK09-C TO COK10

437 KM FACILITY = OAKEY DRAIN

438 KM FACILITY # = FWOK 0040, 0060, 0076

439 KM LINING = RCB

440 RD 2300 0.015 0.015 0 TRAP 5 0

*

441 KK OK10

442 BA 0.307

443 PB 2.77

444 LS 0 90.7

445 UD 0.379

*

446 KK COK10

447 KM COMBINE RCOK09-C AND OK10

448 KM OAKEY AND VILLA DE CONDE

449 HC 2

*

450 KK RCOK10

451 KM ROUTE COK10 TO 1COK11C

452 KM FACILITY = OAKEY DRAIN

453 KM FACILITY # = FWOK 0000, 0020, 0040

454 KM LINING = RCB

455 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

456 KK OK11-C

457 BA 0.308

458 PB 2.77

459 LS 0 90.2

460 UD 0.528

*

461 KK 1COK11C

462 KM COMBINE RCOK10, AND OK11-C

463 KM OAKEY DRAIN @ FREEWAY CHANNEL

464 HC 2

*

465 KK COK11C

466 KM COMBINE RCCSA08 AND 1COK11C

467 KM FREEWAY CHANNEL AND OAKEY

468 HC 2

*

469 KK RCOK11C

470 KM ROUTE COK11C TO CCWAL2

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

472 KM FACILITY # = FW15 0100

473 KM LINING = RCB

474 RD 1575 0.0017 0.015 0 TRAP 36 0

*

475 KK WAL1

476 BA 0.209

477 PB 2.77

478 LS 0 88.7

479 UD 0.316

*

480 KK RWAL1

481 KM ROUTE WAL1 TO CWAL2

482 KM WALDMAN

483 RD 3100 0.0081 0.016 0 TRAP 0 50

*

484 KK WAL2

485 BA 0.245

486 PB 2.77

487 LS 0 86.1

488 UD 0.367

*

489 KK CWAL2

490 KM COMBINE RWAL1 AND WAL2

491 HC 2

*

1 HEC-1 INPUT PAGE 14

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

492 KK CCWAL2

493 KM COMBINE RCOK11C AND CWAL2

494 KM FREEWAY CHANNEL AND WALDMAN

495 HC 2

*

496 KK RCCWAL2

497 KM ROUTE CCWAL2 TO CCH50

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

499 KM FACILITY # = FW15 0089, 0050

500 KM LINING = RCB

501 RD 1850 0.0017 0.015 0 TRAP 36 0

*

502 KK CH50

503 BA 0.258

504 PB 2.77

505 LS 0 94.3

506 UD 0.544

*

507 KK CCH50

508 KM COMBINE RCCWAL2 AND CH50

509 KM COMBINATION AT FREEWAY CHANNEL

510 HC 2

*

511 KK CH15-C

512 BA 0.237

513 PB 2.77

514 LS 0 91.3

515 UD 0.332

*

516 KK RCH15-C

517 KM ROUTE CH15-C TO CCH18-C

518 KM CHARLESTON

519 RD 3900 0.0103 0.016 0 TRAP 0 50

*

520 KK CH18-C

521 BA 0.290

522 PB 2.774

523 LS 0 90.1

524 UD 0.327

*

525 KK CCH18-C

526 KM COMBINE RCH15-C AND CH18-C

527 KM RANCHO DR AND CHARLESTON

528 HC 2

*

1 HEC-1 INPUT PAGE 15

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

529 KKRCCH18-C

530 KM ROUTE CCH18-C TO CCCH18-C

531 KM FACILITY = WEST CHARLESTON DRAINS

532 KM FACILITY # = FWCH 0044, 0047

533 KM LINING = RCB

534 RD 850 0.0205 0.015 0 TRAP 7 0

*

535 KK AL92

536 BA 0.429

537 PB 2.77

538 LS 0 83.9

539 UD 0.489

*

540 KK DAL92

541 KM FLOW SPLIT TO AL93

542 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

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

544 DT DAL93

545 DI 0 310 1000

546 DQ 0 120 390

*

547 KK RDAL92

548 KM ROUTE DAL92 TO CAL95

549 KM RANCHO

550 RD 1300 0.0015 0.016 0 TRAP 0 50

*

551 KK AL95-C

552 BA 0.192

553 PB 2.77

554 LS 0 84.7

555 UD 0.313

*

556 KK CAL95

557 KM COMBINE RDAL92 AND AL95-C

558 KM RANCHO AND PALOMINO

559 HC 2

*

560 KKRCAL95-C

561 KM ROUTE CAL95 TO CCCH18-C

562 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

563 KM FACILITY # = CHRA 0000, 0006, 0014

564 KM LINING = RCB

565 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

566 KKCCCH18-C

567 KM COMBINE RCAL95-C AND RCCH18-C

568 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

569 HC 2

*

570 KKRCCCH18C

571 KM ROUTE CCCH18-C TO CCH22

572 KM FACILITY = WEST CHARLESTON DRAINS

573 KM FACILITY # = FWCH 0000, 0020, 0036

574 KM LINING = RCP

575 RD 2975 0.0074 0.015 0 TRAP 10

*

576 KK CH22-C

577 BA 0.230

578 PB 2.77

579 LS 0 94.7

580 UD 0.422

*

581 KK CCH22

582 KM COMBINE RCCCH18C AND CH22-C

583 KM I15 AND CHARLESTON

584 HC 2

*

585 KK CCCH22

586 KM COMBINE CCH50 AND CCH22

587 KM FREEWAY CHANNEL AND CHARLESTON

588 HC 2

*

589 KK RCCCH22

590 KM ROUTE CCCH22 TO CAL96

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

592 KM FACILITY # = FW15 0010, 0038

593 KM LINING = RCB

594 RD 2622 0.0017 0.015 0 TRAP 36 0

*

595 KK AL96-C

596 BA 0.181

597 PB 2.77

598 LS 0 94.6

599 UD 0.350

*

600 KK CAL96

601 KM COMBINE RCCH22 AND AL96-C

602 KM FREEWAY CHANNEL AND ALTA

603 HC 2

*

1 HEC-1 INPUT PAGE 17

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

604 KK RCAL96

605 KM ROUTE CAL96 TO CAL93

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

607 KM FACILITY # = FW15 0000

608 KM LINING = RCB

609 RD 2170 0.0017 0.015 0 TRAP 36 0

*

610 KK DAL93

611 KM RETRIEVE DAL93

612 DR DAL93

*

613 KK RDAL93

614 KM ROUTE DAL93 TO CAL93

615 KM ALTA

616 RD 5500 0.0046 0.016 0 TRAP 0 50

*

617 KK AL93-C

618 BA 0.524

619 PB 2.77

620 LS 0 91.0

621 UD 0.367

*

622 KK CAL93

623 KM COMBINE RCAL96, RDAL93, AND AL93-C

624 KM COMBINATION WITH LAS VEGAS CREEK

625 HC 3

*

626 KK 1-GOLF

627 BA 0.362

628 PB 2.83

629 LS 0 86.6

630 UD 0.323

*

631 KK R1-GOLF

632 KM ROUTE 1-GOLF TO C2a-OAK

633 KM VIA OLIVERO

634 RD 2600 0.0269 0.016 0 TRAP 0 50

*

635 KK2a-OAK-C

636 BA 0.314

637 PB 2.77

638 LS 0 87.7

639 UD 0.313

*

1 HEC-1 INPUT PAGE 18

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

640 KK C2a-OAK

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

642 KM BUFFALO AND VIA OLIVERO

643 HC 2

*

644 KKRC2a-OAK

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

646 KM VIA OLIVERO

647 RD 4000 0.025 0.016 0 TRAP 0 50

*

648 KK 3-ELP-C

649 BA 0.209

650 PB 2.77

651 LS 0 90.2

652 UD 0.253

*

653 KKC3-ELP-C

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

655 KM VIA OLIVERO AND MECH 0400

656 HC 2

*

657 KKRC3-ELPC

658 KM ROUTE RC3-ELPC TO C3a-OAKC

659 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

660 KM FACILITY # = MECH 0400

661 KM LINING = RCB

662 RD 1300 0.0143 0.015 0 TRAP 10 0

*

663 KK3a-OAK-C

664 BA 0.432

665 PB 2.77

666 LS 0 85.7

667 UD 0.283

*

668 KKC3a-OAKC

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

670 KM O'BANNON AND MECH 0378

671 HC 2

*

672 KKRC3aOAKC

673 KM ROUTE C3a-OAKC TO OAKEYIN

674 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

675 KM FACILITY # = MECH 0338, 0378

676 KM LINING = RCB

677 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

678 KK3-HOLM-C

679 BA 0.331

680 PB 2.77

681 LS 0 90.7

682 UD 0.342

*

683 KKR3-HOLMC

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

685 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

686 KM FACILITY # = MECH 0334, 0337, 0351

687 KM LINING = RCP

688 RD 1700 0.005 0.013 0 CIRC 7.5 0

*

689 KK 5-OAK-C

690 BA 0.232

691 PB 2.77

692 LS 0 88.0

693 UD 0.248

*

694 KKC5-OAK-C

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

696 KM OAKEY DETENTION BASIN

697 HC 2

*

698 KK OAKEYIN

699 KM COMBINE RC3aOAKC AND C5-OAK-C

700 KM OAKEY DETENTION BASIN

701 KO 1

702 HC 2

*

703 KK OAKEYDB

704 KM OAKEY DETENTION BASIN

705 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

706 KM FACILITY # = MECH 0324

707 KM STORAGE VOLUME = 201 ACRE-FEET

708 KM OUTLET = 1-15" OUTLET PIPE

709 KM 100-YEAR DISCHARGE = 32 CFS

710 KM SPILLWAY LENGTH = 290 FEET

711 KM SPILLWAY HEIGHT =

712 KM SPILLWAY CREST ELEVATION = 2348.5'

713 KM SPILLWAY TYPE =

714 KM PMF DISCHARGE =

715 KM TOP OF EMBANKMENT ELEVATION =

716 KO 1

717 RS 1 STOR 0

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

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

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

721 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

722 SS 48.5 290 3.1 1.5

723 SL 26 1.4 0.65 0.5

*

724 KK OAKEYOT

725 KM ROUTE OAKEYDB TO CCOK08

726 KM FACILITY = EXTENSION OF MEADOWS/CHARLESTON COLLECTION SYSTEM

727 KM FACILITY # = MECH 0108, 0310, 0323

728 KM LINING = RCP

729 RD 9750 0.0143 0.013 0 CIRC 2.5

*

730 KK SA01-C

731 BA 0.263

732 PB 2.77

733 LS 0 94.5

734 UD 0.340

*

735 KK RSA01-C

736 KM ROUTE SA01-C TO CSA05

737 KM SAHARA

738 RD 5200 0.0144 0.016 0 TRAP 0 50

*

739 KK SA05

740 BA 0.176

741 PB 2.77

742 LS 0 93.2

743 UD 0.318

*

744 KK CSA05

745 KM COMBINE RSA01-C AND SA05

746 KM SAHARA AND DECATUR

747 HC 2

*

748 KK RCSA05

749 KM ROUTE CSA05 TO CSA06

750 KM FACILITY = MEADOWS OAKEY DRAIN

751 KM FACILITY # = MEOK 0217

752 KM LINING = RCB

753 RD 1276 0.0044 0.015 0 TRAP 12 0

*

754 KK SA06

755 BA 0.079

756 PB 2.77

757 LS 0 93.7

758 UD 0.193

*

1 HEC-1 INPUT PAGE 21

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

759 KK CSA06

760 KM COMBINE RCSA05 AND SA06

761 KM O'BANNON AND DECATUR

762 HC 2

*

763 KK OK06-C

764 BA 0.174

765 PB 2.77

766 LS 0 91.1

767 UD 0.302

*

768 KK ROK06-C

769 KM ROUTE OK06-C TO COK07

770 KM OBANNON

771 RD 5100 0.0147 0.016 0 TRAP 0 50

*

772 KK OK07

773 BA 0.241

774 PB 2.77

775 LS 0 87.1

776 UD 0.335

*

777 KK COK07

778 KM COMBINE OK07, ROK06-C, AND CSA06

779 KM O'BANNON AND DECATUR

780 HC 3

*

781 KK RCOK07

782 KM ROUTE COK07 TO COK04-C

783 KM FACILITY = MEADOWS OAKEY DRAIN

784 KM FACILITY # = MEOK 0191, 0204

785 KM LINING = RCB

786 RD 1315 0.0071 0.015 0 TRAP 12 0

*

787 KK OK03-C

788 BA 0.363

789 PB 2.77

790 LS 0 90.8

791 UD 0.317

*

792 KK ROK03-C

793 KM ROUTE OK03-C TO COK04-C

794 KM OAKEY

795 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

796 KK OK04-C

797 BA 0.198

798 PB 2.77

799 LS 0 85.7

800 UD 0.365

*

801 KK COK04-C

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

803 KM OAKEY AND DECATUR

804 HC 3

*

805 KKRCOK04-C

806 KM ROUTE COK04-C TO COK08

807 KM FACILITY = MEADOWS OAKEY DRAIN

808 KM FACILITY # = MEOK 0166

809 KM LINING = RCB

810 RD 1350 0.0045 0.015 0 TRAP 12 0

*

811 KK OK08

812 BA 0.083

813 PB 2.77

814 LS 0 91.0

815 UD 0.184

*

816 KK COK08

817 KM COMBINE RCOK04-C AND OK08

818 KM DEL RAY AND DECATUR

819 HC 2

*

820 KK CCOK08

821 KM COMBINE COK08 AND OAKEYOT

822 KM DEL RAY AND DECATUR

823 HC 2

*

824 KK RCCOK08

825 KM ROUTE CCOK08 TO COK12

826 KM FACILITY = MEADOWS OAKEY DRAIN

827 KM FACILITY # = MEOK 0110

828 KM LINING = RCB

829 RD 2946 0.0077 0.015 0 TRAP 12 0

*

830 KK CH04-C

831 BA 0.175

832 PB 2.77

833 LS 0 92.7

834 UD 0.240

*

1 HEC-1 INPUT PAGE 23

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

835 KK RCH04-C

836 KM ROUTE CH04-C TO CCH05-C

837 KM FACILITY = MEADOWS CHARLESTON

838 KM FACILITY # = MECN 0223

839 KM LINING = RCB

840 RD 3100 0.0204 0.015 0 TRAP 6 0

*

841 KK CH05-C

842 BA 0.163

843 PB 2.77

844 LS 0 94.3

845 UD 0.329

*

846 KK CCH05-C

847 KM COMBINE RCH04-C AND CH05-C

848 KM TORREY PINES AND CHARLESTON

849 HC 2

*

850 KKRCCH05-C

851 KM ROUTE CCH05-C TO CCH09-C

852 KM FACILITY = MEADOWS CHARLESTON

853 KM FACILITY # = MECN 0123

854 KM LINING = RCB

855 RD 5200 0.0164 0.015 0 TRAP 8 0

*

856 KK CH09-C

857 BA 0.378

858 PB 2.77

859 LS 0 91.5

860 UD 0.341

*

861 KK CCH09-C

862 KM COMBINE RCCH05-C AND CH09-C

863 KM CHARLESTON AND LINDELL

864 HC 2

*

865 KKRCCH09-C

866 KM ROUTE CCH09-C TO CCH10

867 KM FACILITY = MEADOWS CHARLESTON

868 KM FACILITY # = MECN 0061

869 KM LINING = RCB

870 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

871 KK CH10

872 BA 0.279

873 PB 2.77

874 LS 0 93.1

875 UD 0.222

*

876 KK CCH10

877 KM COMBINE RCCH09-C AND CH10

878 KM CHARLESTON AND DECATUR

879 HC 2

*

880 KK RCCH10

881 KM ROUTE CCH10 TO COK12

882 KM FACILITY = MEADOWS CHARLESTON

883 KM FACILITY # = MECN 0000

884 KM LINING = RCB

885 RD 1570 0.0109 0.015 0 TRAP 9 0

*

886 KK OK12

887 BA 0.050

888 PB 2.77

889 LS 0 95.6

890 UD 0.163

*

891 KK COK12

892 KM COMBINE RCCOK08, RCCH10 AND OK12

893 KM CHARLESTON AND MEOK 0110

894 HC 3

*

895 KK RCOK12

896 KM ROUTE COK12 TO CCH14B

897 KM FACILITY = MEADOWS OAKEY DRAIN

898 KM FACILITY # = MEOK 0079, 0091

899 KM LINING = RCB

900 RD 1633 0.005 0.015 0 TRAP 18 0

*

901 KK CH14B

902 BA 0.217

903 PB 2.77

904 LS 0 90.8

905 UD 0.356

*

1 HEC-1 INPUT PAGE 25

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

906 KK CCH14B

907 KM COMBINE RCOK12 AND CCH14B

908 KM HINSON AND CHARLESTON

909 HC 2

*

910 KK RCCH14B

911 KM ROUTE CCH14B TO COK13

912 KM FACILITY = MEADOWS OAKEY DRAIN

913 KM FACILITY # = MEOK 0000, 0048

914 KM LINING = RCB

915 RD 1950 0.005 0.015 0 TRAP 18 0

*

916 KK OK13

917 BA 0.099

918 PB 2.77

919 LS 0 92.7

920 UD 0.376

*

921 KK COK13

922 KM COMBINE RCCH14B AND OK13

923 KM FULTON PLACE AND VALLEY VIEW

924 HC 2

*

925 KK RCOK13

926 KM ROUTE COK13 TO CCAL16

927 KM FACILITY = MEADOWS OAKEY DRAIN

928 KM FACILITY # = MEOK 0000, 0017

929 KM LINING = RCB

930 RD 2450 0.0091 0.015 0 TRAP 19 0

*

931 KK R1

932 BA 0.086

933 PB 2.77

934 LS 0 90.6

935 UD 0.210

*

936 KK PR1

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

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

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

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

941 RS 1 ELEV 10.1

942 SV 0 2.7 3.5

943 SE 10.1 13.7 14.7

944 SQ 0 90 113

*

1 HEC-1 INPUT PAGE 26

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

945 KK RPR1

946 KM ROUTE PR1 TO CR2

947 KM PRIMARILY PARKING LOT BEHIND HOME DEPOT

948 RD 2900 0.0103 0.016 0 TRAP 0 50

*

949 KK R3

950 BA 0.275

951 PB 2.77

952 LS 0 91.3

953 UD 0.297

*

954 KK R2

955 BA 0.045

956 PB 2.77

957 LS 0 90.7

958 UD 0.228

*

959 KK CR2

960 KM COMBINE RPR1, R2 AND R3

961 KM ALTA AND LORENZI

962 HC 3

*

963 KK DCR2

964 KM DIVERT PEAK FLOW TO LORENZI STORM DRAIN

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

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

967 DT DAL00A

968 DI 0 150 1000

969 DQ 0 0 850

*

970 KK RDCR2

971 KM ROUTE DCR2 TO CAL01A

972 KM FACILITY = MEADOWS - ALTA

973 KM FACILITY # = MEAL 0160, 0209

974 KM LINING = RCP

975 RD 4300 0.015 0.013 0 CIRC 4

*

976 KK AL01A

977 BA 0.123

978 PB 2.77

979 LS 0 90.5

980 UD 0.254

*

1 HEC-1 INPUT PAGE 27

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

981 KK CAL01A

982 KM COMBINE AL01A AND RDCR2

983 KM ALTA AND JONES

984 HC 2

*

985 KK RCAL01A

986 KM ROUTE CAL01A TO CUS

987 KM FACILITY = MEADOWS - ALTA

988 KM FACILITY # = MEAL 0150, 0160

989 KM LINING = RCP

990 RD 1100 0.0125 0.013 0 CIRC 3

*

991 KK US

992 BA 0.030

993 PB 2.77

994 LS 0 90.5

995 UD 0.171

*

996 KK CUS

997 KM COMBINE RAL01A AND US

998 KM ALTA AND JONES

999 HC 2

*

1000 KK AL04-C

1001 BA 0.179

1002 PB 2.77

1003 LS 0 90.3

1004 UD 0.346

*

1005 KK RAL04-C

1006 KM ROUTE AL04-C TO CCUS

1007 KM FACILITY = MEADOWS - ALTA

1008 KM FACILITY # = MEAL 0130

1009 KM LINING = RCB

1010 RD 1150 0.004 0.015 0 TRAP 6 0

*

1011 KK CCUS

1012 KM COMBINE CUS AND RAL04-C

1013 KM ALTA AND JONES

1014 HC 2

*

1015 KK RCCUS

1016 KM ROUTE CCUS TO CAL05-C

1017 KM FACILITY = MEADOWS - ALTA

1018 KM FACILITY # = MEAL 0120

1019 KM LINING = RCP

1020 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

1021 KK AL05-C

1022 BA 0.234

1023 PB 2.77

1024 LS 0 90.5

1025 UD 0.376

*

1026 KK GS

1027 BA 0.037

1028 PB 2.77

1029 LS 0 90.5

1030 UD 0.190

*

1031 KK DGS

1032 KM REFERENCED FROM THE MPA FOR THE MEADOWS ALTA PARALLEL SYSTEM

1033 KM PREPARED BY CITY OF LAS VEGAS DEPARTMENT OF PUBLIC WORKS (OCTOBER 2006)

1034 KM DIVERT OUT OVERLAND FLOW NOT COLLECTED IN MEADOWS-ALTA PIPE SYSTEM

1035 DT DGSR

1036 DI 0 27 72

1037 DQ 0 0 36

*

1038 KK CAL05-C

1039 KM COMBINE RCCUS, ALO5-C AND DGS

1040 KM ALTA AND UPLAND

1041 HC 3

*

1042 KKRCAL05-C

1043 KM ROUTE CAL05-C TO CBR3

1044 KM FACILITY = MEADOWS - ALTA

1045 KM FACILITY # = MEAL 0100, 0120

1046 KM LINING = RCP

1047 RD 2000 0.01 0.013 0 CIRC 5

*

1048 KK BR3

1049 BA 0.074

1050 PB 2.77

1051 LS 0 91.4

1052 UD 0.157

*

1053 KK CBR3

1054 KM COMBINE BR3 AND RCAL05-C

1055 KM ALTA AND WILDSHIRE

1056 HC 2

*

1 HEC-1 INPUT PAGE 29

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

1057 KK RCBR3

1058 KM ROUTE CBR3 TO CAL11-C

1059 KM FACILITY = MEADOWS - ALTA

1060 KM FACILITY # = MEAL 0060, 0100

1061 KM LINING = RCP

1062 RD 1400 0.01 0.013 0 CIRC 5

*

1063 KK AL09-C

1064 BA 0.162

1065 PB 2.77

1066 LS 0 90.6

1067 UD 0.252

*

1068 KK RAL09-C

1069 KM ROUTE AL09-C TO CAL11-C

1070 KM EVERGREEN / DECATUR

1071 RD 2400 0.0083 0.016 0 TRAP 0 50

*

1072 KK DGSR

1073 KM RETRIEVE DIVERTED OVERLAND FLOW FROM GS

1074 DR DGSR

*

1075 KK RDGSR

1076 KM ROUTE DGSR TO CAL11-C

1077 KM EVERGREEN / DECATUR

1078 RD 4600 0.0152 0.016 0 TRAP 0 50

*

1079 KK AL11-C

1080 BA 0.130

1081 PB 2.77

1082 LS 0 94.4

1083 UD 0.316

*

1084 KK CAL11-C

1085 KM COMBINE RCBR3, RAL09-C, RDGSR AND AL11-C

1086 KM ALTA AND DECATUR

1087 HC 4

*

1088 KKRCAL11-C

1089 KM ROUTE CAL11-C TO CAL10-C

1090 KM FACILITY = MEADOWS - ALTA

1091 KM FACILITY # = MEAL 0015

1092 KM LINING = RCP

1093 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

1094 KK AL10-C

1095 BA 0.048

1096 PB 2.77

1097 LS 0 91.5

1098 UD 0.245

*

1099 KK CAL10-C

1100 KM COMBINE RCAL11-C AND AL10-C

1101 KM ALTA AND BEDFORD

1102 HC 2

*

1103 KKRCAL10-C

1104 KM ROUTE CAL10-C TO CAL13-3

1105 KM FACILITY = MEADOWS - ALTA

1106 KM FACILITY # = MEAL 0000,0012,0013

1107 KM LINING = CONCRETE

1108 RD 1180 0.0158 0.015 0 TRAP 8 1

*

1109 KK AL13-3

1110 BA 0.059

1111 PB 2.77

1112 LS 0 90.5

1113 UD 0.171

*

1114 KK CAL13-3

1115 KM COMBINE RCAL10-C AND AL13-3

1116 KM ALTA AND VALLEY VIEW

1117 HC 2

*

1118 KK AL14

1119 BA 0.457

1120 PB 2.77

1121 LS 0 93.3

1122 UD 0.525

*

1123 KK RAL14

1124 KM ROUTE AL14 TO CAL16

1125 KM VALLEY VIEW

1126 RD 1300 0.0115 0.016 0 TRAP 0 50

*

1127 KK AL16

1128 BA 0.148

1129 PB 2.77

1130 LS 0 92.2

1131 UD 0.326

*

1 HEC-1 INPUT PAGE 31

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

1132 KK 1CAL16

1133 KM COMBINE CAL13-3, RAL14, AND AL16

1134 KM ALTA AND VALLEY VIEW

1135 HC 3

*

1136 KK AL09

1137 BA 0.097

1138 PB 2.77

1139 LS 0 90.4

1140 UD 0.282

*

1141 KK RAL09

1142 KM ROUTE AL09 TO CCH14A

1143 KM FULTON

1144 RD 1500 0.0133 0.016 0 TRAP 0 50

*

1145 KK CH14A

1146 BA 0.148

1147 PB 2.77

1148 LS 0 89.4

1149 UD 0.340

*

1150 KK CCH14A

1151 KM COMBINE RAL09 AND CH14A

1152 KM VALLEY VIEW AND FULTON

1153 HC 2

*

1154 KK RCCH14A

1155 KM ROUTE CCH14A TO CAL16

1156 KM FACILITY = MEADOWS - OAKEY PARALLEL SYSTEM

1157 KM FACILITY # = MEPA 0000

1158 KM LINING = RCB

1159 RD 1370 0.005 0.015 0 TRAP 10 0

*

1160 KK CAL16

1161 KM COMBINE 1CAL16 AND RCCH14A

1162 KM ALTA AND VALLEY VIEW

1163 HC 2

*

1164 KK RCAL16

1165 KM ROUTE CAL16 TO CCAL16 (CONFLUENCE)

1166 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1167 KM FACILITY # = LCME 0070,0076,0077

1168 KM LINING = CONCRETE

1169 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

1170 KK CCAL16

1171 KM COMBINE RCAL16 AND RCOK13

1172 KM LAS VEGAS CREEK AND OAKEY MEADOWS STORM DRAIN CONFLUENCE

1173 HC 2

*

1174 KK RCCAL16

1175 KM ROUTE CCAL16 TO CAL90-C

1176 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1177 KM FACILITY # = LCME 0040

1178 KM LINING = CONCRETE

1179 RD 525 0.004 0.015 0 TRAP 40 0

*

1180 KK AL90-C

1181 BA 0.171

1182 PB 2.77

1183 LS 0 91.9

1184 UD 0.328

*

1185 KK CAL90-C

1186 KM COMBINE RCCAL16 AND AL90-C

1187 HC 2

*

1188 KKRCAL90-C

1189 KM ROUTE CAL90-C TO MEADOWIN

1190 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1191 KM FACILITY # = LCME 0026, 0028

1192 KM LINING = CONCRETE

1193 RD 1030 0.004 0.015 0 TRAP 42 0

*

1194 KK MEDB

1195 BA 0.230

1196 PB 2.77

1197 LS 0 86.9

1198 UD 0.193

*

1199 KKMEADOWIN

1200 KM COMBINE RCAL90-C AND MEDB

1201 KM COMBINATION AT MEADOWS DETENTION BASIN

1202 KO 1

1203 HC 2

*

1204 KKMEADOWDB

1205 KM MEADOWS DETENTION BASIN

1206 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1207 KM FACILITY # = LCME 0021

1208 KM ORIGINAL RATING CURVE FROM MEADOWS DETENTION EXPANSION BY VTN (6/01)

1209 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

1210 KM CURVE BASED ON PROPOSED EXPANSION OF MEADOWDB BY RAISING SPILLWAY 1 FT

1211 KM PROPOSED STORAGE VOLUME = 235 AC-FT (EXISTING STORAGE VOLUME = 213 AC-FT)

1212 KM OUTLET = 1-11.5'X 5' RCB AND 1-11'X 5' RCB

1213 KM 100-YEAR DISCHARGE =

1214 KM SPILLWAY LENGTH = 150 FT

1215 KM SPILLWAY HEIGHT =

1216 KM PROPOSED SPILLWAY CREST ELEVATION = 2112.3 FT (EXISTING SPILLWAY = 2111.3 FT)

1217 KM SPILLWAY TYPE = OGEE

1218 KM PMF DISCHARGE =

1219 KM TOP OF EMBANKMENT ELEVATION = 2115.5 FT

1220 KO 1

1221 RS 1 STOR 0

1222 SV 0 17.17 28.30 40.63 58.03 74.93 92.48 111.02 130.52 152.02

1223 SV 174.64 196.67 211.98 213.27 235.09 309.3

1224 SE 2097.9 2101 2101.79 2102.56 2103.57 2104.51 2105.46 2106.43 2107.4 2108.43

1225 SE 2109.5 2110.53 2111.24 2111.3 2112.3 2115.5

1226 SQ 0 202.1 400 500 600 700 800 900 1000 1100

1227 SQ 1200 1300 1365 1380 1428 5248

*

1228 KKMEADOWOT

1229 KM ROUTE MEADOWDB TO CRMEDET

1230 KM FACILITY = LAS VEGAS CREEK - MEADOWS

1231 KM FACILITY # = LCME 0000,0016,0018

1232 KM LINING = RCB

1233 RD 1145 0.0072 0.015 0 TRAP 14 0

*

1234 KK DAL00A

1235 KM RETRIEVE FLOW SPLIT FROM LORENZI/ALTA

1236 DR DAL00A

*

1237 KK RDAL00A

1238 KM ROUTE DAL00A TO RAINBWIN

1239 KM FACILITY = LAS VEGAS CREEK - LORENZI

1240 KM FACILITY # = LCLO 0000, 0008

1241 KM LINING = RCB

1242 RD 2860 0.004 0.015 0 TRAP 7 0

*

1243 KK AL00A

1244 BA 0.474

1245 PB 2.77

1246 LS 0 90.8

1247 UD 0.355

*

1248 KK AL00A-C

1249 BA 0.230

1250 PB 2.77

1251 LS 0 93.0

1252 UD 0.305

*

1 HEC-1 INPUT PAGE 34

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

1253 KKRAINBWIN

1254 KM COMBINE RDAL00A, AL00A AND AL00A-C

1255 KM COMBINATION AT RAINBOW DETENTION BASIN

1256 HC 3

*

1257 KKRAINBWDB

1258 KM RAINBOW DETENTION BASIN (EAST AND WEST MODELED TOGETHER)

1259 KM FACILITY = LAS VEGAS CREEK CHANNEL

1260 KM FACILITY # = LCCH 0513

1261 KM REFERENCED FROM THE 90% DESIGN REPORT FOR

1262 KM MEADOWS ALTA PARALLEL PROJECT PHASE II by VTN (2/08)

1263 KM STORAGE VOLUME = 102 AC-FT AFTER PROPOSED EXPANSION

1264 KM OUTLET = 42" RCP w/ 24" ORIFICE PLATE

1265 KM 100-YEAR DISCHARGE =

1266 KM SPILLWAY LENGTH = 137.8 FT

1267 KM SPILLWAY HEIGHT =

1268 KM SPILLWAY CREST ELEVATION = 2391.5 FT

1269 KM SPILLWAY TYPE = BROAD-CRESTED WEIR

1270 KM PMF DISCHARGE =

1271 KM TOP OF EMBANKMENT ELEVATION = 2396.5 FT

1272 KO 1

1273 RS 1 STOR 0

1274 SV 0.00 2.6 5.31 8.17 11.17 14.31 17.6 21.04 24.63 28.81

1275 SV 34.45 40.59 47.21 54.34 61.98 70.24 79.24 88.75 99.04 101.79

1276 SE 2353.9 2357 2359 2361 2363 2365 2367 2369 2371 2373

1277 SE 2375 2377 2379 2381 2383 2385 2387 2389 2390 2391.5

1278 SQ 0.00 23.75 33.18 40.47 46.64 52.08 57 61.53 65.75 69.72

1279 SQ 73.47 77.04 80.45 83.72 86.87 89.90 92.84 95.69 98.46 3000

*

1280 KKRAINBWOT

1281 KM ROUTE RAINBWDB TO CLC01-C

1282 KM FACILITY = LAS VEGAS CREEK CHANNEL

1283 KM FACILITY # = LCCH 0499

1284 KM LINING = RCP

1285 RD 665 0.0188 0.013 0 CIRC 3.5

*

1286 KK LC01-C

1287 BA 0.089

1288 PB 2.77

1289 LS 0 91.8

1290 UD 0.301

*

1291 KK CLC01-C

1292 KM COMBINE RAINBWOT AND LC01-C

1293 KM US 95, EAST OF RAINBOW BLVD

1294 HC 2

*

1 HEC-1 INPUT PAGE 35

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

1295 KKRCLC01-C

1296 KM ROUTE CLC01-C TO CWA02-C

1297 KM FACILITY = LAS VEGAS CREEK CHANNEL

1298 KM FACILITY # = LCCH 0402,0412,0438,0458,0478

1299 KM LINING = RCP

1300 RD 5165 0.0108 0.013 0 CIRC 5

*

1301 KK WA02-C

1302 BA 0.269

1303 PB 2.77

1304 LS 0 91.5

1305 UD 0.334

*

1306 KK CWA02-C

1307 KM COMBINE RCLC01-C AND WA02-C

1308 KM JONES AND US 95

1309 HC 2

*

1310 KK AL01B-C

1311 BA 0.367

1312 PB 2.77

1313 LS 0 90.5

1314 UD 0.401

*

1315 KKCCWA02-C

1316 KM COMBINE CWA02-C AND AL01B-C

1317 KM JONES AND US 95

1318 HC 2

*

1319 KKRCCWA02C

1320 KM ROUTE CCWA02-C TO CLC11-C

1321 KM FACILITY = LAS VEGAS CREEK CHANNEL

1322 KM FACILITY # = LCCH 0302, 0377, 0400

1323 KM LINING = RCB

1324 RD 6870 0.0249 0.015 0 TRAP 8 0

*

1325 KK LC11-C

1326 BA 0.384

1327 PB 2.77

1328 LS 0 91.3

1329 UD 0.361

*

1 HEC-1 INPUT PAGE 36

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

1330 KK CLC11-C

1331 KM COMBINE RCCCWA02C AND LC11-C

1332 KM DECATUR AND US 95

1333 HC 2

*

1334 KKRCLC11-C

1335 KM ROUTE CLC11-C TO CLC14-C

1336 KM FACILITY = LAS VEGAS CREEK CHANNEL

1337 KM FACILITY # = LCCH 0230, 0270

1338 KM LINING = RCB

1339 RD 2140 0.0174 0.015 0 TRAP 12 0

*

1340 KK LC14-C

1341 BA 0.320

1342 PB 2.77

1343 LS 0 90.6

1344 UD 0.423

*

1345 KK CLC14-C

1346 KM COMBINE RCLC11-C AND LC14-C

1347 KM VALLEY VIEW AND US 95

1348 HC 2

*

1349 KK WA10-C

1350 BA 0.447

1351 PB 2.77

1352 LS 0 87.8

1353 UD 0.367

*

1354 KK WA10D

1355 KM FLOW SPLIT TO NORTHWEST CENTRAL BASIN

1356 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1357 KM CAPACITY OF CHANNEL = 250 CFS, EXCESS FLOW DIVERTED

1358 DT WA10NW

1359 DI 0 10 250 275 300 800 1000 3000

1360 DQ 0 0 0 25 50 550 750 2750

*

1361 KK RWA10D

1362 KM ROUTE WA10D TO CCLC14-C

1363 KM FACILITY = LAS VEGAS CREEK LATERAL

1364 KM FACILITY # = LCLT 0000,0006

1365 KM LINING = CONCRETE

1366 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

1367 KKCCLC14-C

1368 KM COMBINE CLC14-C AND RWA10D

1369 KM VALLEY VIEW AND US 95

1370 HC 2

*

1371 KK RCCLC14

1372 KM ROUTE CCLC14-C TO CRMEDET

1373 KM FACILITY = LAS VEGAS CREEK CHANNEL

1374 KM FACILITY # = LCCH 0157,0188

1375 KM LINING = RCB

1376 RD 3875 0.0106 0.015 0 TRAP 24 0

*

1377 KK CRMEDET

1378 KM COMBINE MEADOWOT AND RCCLC14

1379 KM COMBINATION OF MEADOWS OUTFALL AND LAS VEGAS CREEK

1380 HC 2

*

1381 KKRCRMEDET

1382 KM ROUTE CRMEDET TO CCLC16-C

1383 KM FACILITY = LAS VEGAS CREEK CHANNEL

1384 KM FACILITY # = LCCH 0114,0127,0129,0150,0154

1385 KM LINING = RCB

1386 RD 2305 0.005 0.015 0 TRAP 28 0

*

1387 KK LC16-C

1388 BA 0.312

1389 PB 2.774

1390 LS 0 88.0

1391 UD 0.342

*

1392 KKOG011AC2

1393 BA 0.120

1394 PB 2.77

1395 LS 0 92.0

1396 UD 0.219

*

1397 KK OG011AD

1398 KM FLOW SPLIT NORTH TO VEGAS DRIVE SYSTEM

1399 KM FROM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1400 KM 45 CFS CROSSES US 95 EASTWARD IN 30-INCH SD, REMAINDER GOES NORTH

1401 DT OG011D

1402 DI 0 45 100 500 994 10000

1403 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

1404 KKROG011AD

1405 KM ROUTE OG011AD TO CWA01-C

1406 KM WASHINGTON

1407 RD 3200 0.0171 0.016 0 TRAP 0 50

*

1408 KK WA01-C

1409 BA 0.195

1410 PB 2.77

1411 LS 0 88.7

1412 UD 0.249

*

1413 KK CWA01-C

1414 KM COMBINE ROG011A-C2D AMD WA01-C

1415 KM TORREY PINES AND WASHINGTON

1416 HC 2

*

1417 KK RWA01

1418 KM ROUTE WA01-C TO CWA04-C

1419 KM WASHINGTON

1420 RD 5300 0.0142 0.016 0 TRAP 0 50

*

1421 KK WA04-C

1422 BA 0.197

1423 PB 2.77

1424 LS 0 87.7

1425 UD 0.474

*

1426 KK CWA04-C

1427 KM COMBINE RWA01 AND WA04-C

1428 KM MICHAEL AND WASHINGTON

1429 HC 2

*

1430 KK RCWA04

1431 KM ROUTE CWA04-C TO CWA09-C

1432 KM FACILITY = FREEWAY CHANNEL

1433 KM FACILITY # = LV15 0602

1434 KM LINING = RCP

1435 RD 5980 0.0159 0.013 0 CIRC 8

*

1436 KK WA09-C

1437 BA 0.101

1438 PB 2.77

1439 LS 0 91.3

1440 UD 0.363

*

1 HEC-1 INPUT PAGE 39

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

1441 KK CWA09-C

1442 KM COMBINE RCWA04 AND WA09-C

1443 KM VALLEY VIEW AND WASHINGTON

1444 HC 2

*

1445 KK RCWA09

1446 KM ROUTE CWA09-C TO CWA10NW

1447 KM FACILITY = FREEWAY CHANNEL

1448 KM FACILITY # = LV15 0528

1449 KM LINING = RCB

1450 RD 700 0.0119 0.015 0 TRAP 8

*

1451 KK WA10NW

1452 KM RETURN FLOW FROM WA10NW

1453 DR WA10NW

*

1454 KK CWA10NW

1455 KM COMBINE RCWA09 AND WA10NW

1456 KM VALLEY VIEW AND WASHINGTON

1457 HC 2

*

1458 KKRCWA10NW

1459 KM ROUTE CWA10NW TO CWA13-C

1460 KM FACILITY = FREEWAY CHANNEL

1461 KM FACILITY # = LV15 0528

1462 KM LINING = RCB

1463 RD 4420 0.0119 0.015 0 TRAP 8 0

*

1464 KK WA13-C

1465 BA 0.333

1466 PB 2.77

1467 LS 0 89.8

1468 UD 0.264

*

1469 KK CWA13-C

1470 KM COMBINE RCWA10NW AND WA13-C

1471 KM RANCHO DRIVE AND WASHINGTON

1472 HC 2

*

1473 KK WA13D

1474 KM REFERENCED FROM US-95 WIDENING PROJECT

1475 KM FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT BY VTN (MAY 2003)

1476 DT WA13NW

1477 DI 0 500 812 1000 1200

1478 DQ 0 197 322 391 473

*

1 HEC-1 INPUT PAGE 40

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

1479 KK RWA13D

1480 KM ROUTE WA13D TO CLC16-C

1481 KM FACILITY = FREEWAY CHANNEL

1482 KM FACILITY # = LCRA 0000,0004,0050

1483 KM LINING = RCB

1484 RD 3100 0.0077 0.015 0 TRAP 12 0

*

1485 KK CLC16-C

1486 KM COMBINE LC16-C AND RWA13D

1487 KM RANCHO AND US 95

1488 HC 2

*

1489 KKCCLC16-C

1490 KM COMBINE RCRMEDET AND CLC16-C

1491 KM RANCHO AND US 95

1492 HC 2

*

1493 KK RCCLC16

1494 KM ROUTE CCLC16-C TO CLC20-C

1495 KM FACILITY = LAS VEGAS CREEK CHANNEL

1496 KM FACILITY # = LCCH 0013, 0051, 0110

1497 KM LINING = RCB

1498 RD 3700 0.006 0.015 0 TRAP 28 0

*

1499 KK LC20-C

1500 BA 0.174

1501 PB 2.77

1502 LS 0 91.4

1503 UD 0.483

*

1504 KK CLC20-C

1505 KM COMBINE RCCLC16 AND LC20-C

1506 KM MARTIN LUTHER KING AND US 95

1507 HC 2

*

1508 KKRCLC20-C

1509 KM ROUTE CLC20-C TO CCAL93

1510 KM FACILITY = LAS VEGAS CREEK CHANNEL

1511 KM FACILITY # = LCCH 0000,0013

1512 KM LINING = RCB

1513 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

1514 KK CCAL93

1515 KM COMBINE CAL93 AND RCLC20-C

1516 KM LAS VEGAS CREEK AND FREEWAY CHANNEL (LCCH 0000 & FW15 0000)

1517 HC 2

*

1518 KK RCCAL93

1519 KM ROUTE CCAL93 TO CLC21

1520 KM FACILITY = WASHINGTON AVENUE CHANNEL

1521 KM FACILITY # = LVWH 0429,0431,0447,0484

1522 KM LINING = RCB

1523 RD 2410 0.0015 0.015 0 TRAP 43 0

*

1524 KK LC21

1525 BA 0.599

1526 PB 2.77

1527 LS 0 94.8

1528 UD 0.550

*

1529 KK CLC21

1530 KM COMBINE RCCAL93 AND LC21

1531 KM INDUSTRIAL AND US 95

1532 HC 2

*

1533 KK DCLC21

1534 KM FLOW SPLIT TO FACILITY LVOE 0345

1535 KM DIVERT Q EXCEEDING WASHINGTON AVENUE CHANNEL CAPACITY

1536 KM DIVERSION AFTER 2870 CFS TO ASSURE THAT ENTIRE FACILITY HAS CAPACITY

1537 DT DLVOE

1538 DI 0 2870 10000

1539 DQ 0 0 7130

*

1540 KK RDCLC21

1541 KM ROUTE DCLC21 TO CV1-C

1542 KM FACILITY = WASHINGTON AVENUE CHANNEL

1543 KM FACILITY # = LVWH 0305,0361,0371,0382,0387,0389,0426

1544 KM LINING = RCB

1545 RD 4785 0.009 0.015 0 TRAP 12 0

*

1546 KK V1-C

1547 BA 0.282

1548 PB 2.77

1549 LS 0 92.0

1550 UD 0.339

*

1 HEC-1 INPUT PAGE 42

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

1551 KK CH59-C

1552 BA 0.340

1553 PB 2.77

1554 LS 0 94.0

1555 UD 0.489

*

1556 KK DCH59-C

1557 KM FLOW SPLIT TO CH60A-C

1558 KM SPLIT TO FLAMINGO WASH SYSTEM

1559 KM DEVELOPED FROM CWH MODEL

1560 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

1561 DT DFLAM

1562 DI 0 222 1000

1563 DQ 0 0 778

*

1564 KKDDCH59-C

1565 KM FLOW SPLIT TO BN03-C

1566 KM DIVERT Q EXCEEDING LAS VEGAS BLVD DRAIN CAPACITY: 48" PIPE, 167 CFS

1567 KM DBN00 IN CWH

1568 DT DBN03

1569 DI 0 167 1000

1570 DQ 0 0 833

*

1571 KK RDDCH59

1572 KM ROUTE DDCH59-C TO CV1-C

1573 KM 48" RCP UNDER LAS VEGAS BLVD

1574 KM LINING = RCP

1575 RD 3000 0.0217 0.013 0 CIRC 4

*

1576 KK CV1-C

1577 KM COMBINE RCLC21, V1-C, AND RDDCH59

1578 KM WASHINGTON AND LAS VEGAS BLVD

1579 HC 3

*

1580 KK RCV1-C

1581 KM ROUTE CV1-C TO CX-C1

1582 KM FACILITY = WASHINGTON AVENUE CHANNEL

1583 KM FACILITY # = LVWH 0240, 0305

1584 KM LINING = RCB

1585 RD 2750 0.015 0.015 0 TRAP 24 0

*

1586 KK X-C1

1587 BA 0.278

1588 PB 2.77

1589 LS 0 90.6

1590 UD 0.272

*

1 HEC-1 INPUT PAGE 43

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

1591 KK CX-C1

1592 KM COMBINE RCV1-C AND X-C1

1593 KM WASHINGTON AND BRUCE

1594 HC 2

*

1595 KK RCX-C1

1596 KM ROUTE CX-C1 TO CN-C

1597 KM FACILITY = WASHINGTON AVENUE CHANNEL

1598 KM FACILITY # = LVWH 0240

1599 KM LINING = RCB

1600 RD 2540 0.015 0.015 0 TRAP 24 0

*

1601 KK M

1602 BA 0.267

1603 PB 2.77

1604 LS 0 90.2

1605 UD 0.426

*

1606 KK RM

1607 KM ROUTE M TO CN-C

1608 KM SEARLES TO EASTERN

1609 RD 3900 0.0064 0.016 0 TRAP 0 50

*

1610 KK N-C

1611 BA 0.264

1612 PB 2.77

1613 LS 0 88.5

1614 UD 0.408

*

1615 KK CN-C

1616 KM COMBINE RCX-C1, RM, AND N-C

1617 KM WASHINGTON AND EASTERN

1618 HC 3

*

1619 KK RCN-C

1620 KM ROUTE CN-C TO CP-C

1621 KM FACILITY = WASHINGTON AVENUE CHANNEL

1622 KM FACILITY # = LVWH 0155,0234

1623 KM LINING = RCB

1624 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1625 KK P-C

1626 BA 0.309

1627 PB 2.77

1628 LS 0 87.4

1629 UD 0.397

*

1 HEC-1 INPUT PAGE 44

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

1630 KK CP-C

1631 KM COMBINE RCN-C AND P-C

1632 KM WASHINGTON AND MOJAVE

1633 HC 2

*

1634 KK RCP-C

1635 KM ROUTE CP-C TO CQ-C

1636 KM FACILITY = WASHINGTON AVENUE CHANNEL

1637 KM FACILITY # = LVWH 0136,0155

1638 KM LINING = RCB

1639 RD 2600 0.0068 0.015 0 TRAP 30 0

*

1640 KK Q-C

1641 BA 0.258

1642 PB 2.77

1643 LS 0 85.6

1644 UD 0.408

*

1645 KK CQ-C

1646 KM COMBINE RCP-C AND Q-C

1647 KM WASHINGTON AND PECOS

1648 HC 2

*

1649 KK RCQ-C

1650 KM ROUTE CQ-C TO CLVW01-C

1651 KM FACILITY = WASHINGTON AVENUE CHANNEL

1652 KM FACILITY # = LVWH 0086,0087,0136

1653 KM LINING = RCB

1654 RD 3800 0.0033 0.015 0 TRAP 36 0

*

1655 KK LVW01-C

1656 BA 0.236

1657 PB 2.77

1658 LS 0 85.0

1659 UD 0.456

*

1660 KKCLVW01-C

1661 KM COMBINE RCQ-C AND LVW01-C

1662 KM COMBINATION OF FLOWS AT LAS VEGAS WASH

1663 HC 2

*

1664 KK DLVOE

1665 KM RETRIEVE DLVOE

1666 DR DLVOE

*

1 HEC-1 INPUT PAGE 45

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

1667 KK RDLVOE

1668 KM ROUTE DLVOE TO CH-C1

1669 KM FACILITY = OWENS AVENUE CHANNEL

1670 KM FACILITY # = LVOE 0236,0331,0345

1671 KM LINING = RCB

1672 RD 7435 0.0133 0.015 0 TRAP 13 0

*

1673 KK H-C1

1674 BA 0.287

1675 PB 2.77

1676 LS 0 91.8

1677 UD 0.270

*

1678 KK CH-C1

1679 KM COMBINE H-C AND RDLVOE

1680 KM OWENS AND LAS VEGAS BLVD

1681 HC 2

*

1682 KK RCH-C1

1683 KM ROUTE CH-C1 TO CE-C

1684 KM FACILITY = OWENS AVENUE CHANNEL

1685 KM FACILITY # = LVOE 0134

1686 KM LINING = RCB

1687 RD 5380 0.01 0.015 0 TRAP 12 0

*

1688 KK E-C

1689 BA 0.614

1690 PB 2.77

1691 LS 0 87.2

1692 UD 0.395

*

1693 KK CE-C

1694 KM COMBINE RCH-C AND E-C

1695 KM OWENS AND EASTERN

1696 HC 2

*

1697 KK RCE-C

1698 KM ROUTE CE-C TO CG

1699 KM FACILITY = OWENS AVENUE CHANNEL

1700 KM FACILITY # = LVOE 0085

1701 KM LINING = RCB

1702 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

1703 KK G

1704 BA 0.233

1705 PB 2.77

1706 LS 0 84.2

1707 UD 0.422

*

1708 KK CG

1709 KM COMBINE RCE-C AND G

1710 KM OWENS AND STATZ

1711 HC 2

*

1712 KK RCG

1713 KM ROUTE CG TO CK-C1

1714 KM FACILITY = OWENS AVENUE CHANNEL

1715 KM FACILITY # = LVOE 0000

1716 KM LINING = RCB

1717 RD 4700 0.0047 0.015 0 TRAP 15 0

*

1718 KK K-C1

1719 BA 0.320

1720 PB 2.77

1721 LS 0 85.1

1722 UD 0.500

*

1723 KK CK-C1

1724 KM COMBINE RCG AND K-C1

1725 KM OWENS, AT LVMD 1354

1726 HC 2

*

1727 KK RCK-C1

1728 KM ROUTE CK-C1 TO CLVW01

1729 KM FACILITY = LAS VEGAS WASH MIDDLE

1730 KM FACILITY # = LVMD 1321

1731 KM LINING = CONCRETE

1732 RD 1950 0.004 0.015 0 TRAP 80 2

*

1733 KKCCLVW01C

1734 KM COMBINE CLVW01-C AND RCRCK-C

1735 KM COMBINATION OF LAS VEGAS WASH FLOWS

1736 HC 2

*

1737 KKRCCLVW01

1738 KM ROUTE CLVW01C TO CCBN15-C

1739 KM FACILITY = LAS VEGAS WASH MIDDLE

1740 KM FACILITY # = LVMD 1179,1209,1230,1233,1271,1273

1741 KM LINING = CONCRETE

1742 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

1743 KK BN06-C

1744 BA 0.340

1745 PB 2.77

1746 LS 0 89.3

1747 UD 0.201

*

1748 KK BN03-C

1749 BA 0.415

1750 PB 2.77

1751 LS 0 87.3

1752 UD 0.344

*

1753 KK DBN03

1754 KM RETREIVE DBN03

1755 DR DBN03

*

1756 KK RDBN03

1757 KM ROUTE DBN03 TO CBN03

1758 KM BONANZA

1759 RD 5900 0.0264 0.016 0 TRAP 0 50

*

1760 KK CBN03

1761 KM COMBINE BN06-C, BN03-C, AND RDBN03

1762 KM BONANZA AND EASTERN

1763 HC 3

*

1764 KK RCBN03

1765 KM ROUTE CBN03 TO CBN08

1766 KM FACILITY = LAS VEGAS WASH - BONANZA

1767 KM FACILITY # = LVBZ 0211,0224

1768 KM LINING = RCB

1769 RD 2980 0.0072 0.015 0 TRAP 8 0

*

1770 KK BN08

1771 BA 0.210

1772 PB 2.77

1773 LS 0 91.8

1774 UD 0.378

*

1775 KK CBN08

1776 KM COMBINE RCBN03 AND BN08

1777 KM BONANZA AND MOJAVE

1778 HC 2

*

1 HEC-1 INPUT PAGE 48

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

1779 KK RCBN08

1780 KM ROUTE CBN08 TO CBN09

1781 KM FACILITY = LAS VEGAS WASH - BONANZA

1782 KM FACILITY # = LVBZ 0167, 0188

1783 KM LINING = RCB

1784 RD 2330 0.007 0.015 0 TRAP 9 0

*

1785 KK BN09

1786 BA 0.233

1787 PB 2.77

1788 LS 0 83.9

1789 UD 0.411

*

1790 KK CBN09

1791 KM COMBINE RCBN08 AND BN09

1792 KM BONANZA AND PECOS

1793 HC 2

*

1794 KK RCBN09

1795 KM ROUTE CBN09 TO CBN10-C

1796 KM FACILITY = LAS VEGAS WASH - BONANZA

1797 KM FACILITY # = LVBZ 0114

1798 KM LINING = RCB

1799 RD 2740 0.004 0.015 0 TRAP 24 0

*

1800 KK BN10-C

1801 BA 0.257

1802 PB 2.77

1803 LS 0 88.8

1804 UD 0.406

*

1805 KK CBN10-C

1806 KM COMBINE RDCBN09 AND BN10-C

1807 KM BONANZA AND SANDHILL

1808 HC 2

*

1809 KKRCBN10-C

1810 KM ROUTE CBN10-C TO CBN12-C

1811 KM FACILITY = LAS VEGAS WASH - BONANZA

1812 KM FACILITY # = LVBZ 0064

1813 KM LINING = RCB

1814 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

1815 KK BN12-C

1816 BA 0.323

1817 PB 2.77

1818 LS 0 87.4

1819 UD 0.397

*

1820 KK CBN12-C

1821 KM COMBINE RCBN10-C AND BN12-C

1822 KM BONANZA AND LAMB

1823 HC 2

*

1824 KKRCBN12-C

1825 KM ROUTE CBN12-C TO CBN15-C

1826 KM FACILITY = LAS VEGAS WASH - BONANZA

1827 KM FACILITY # = LVBZ 0000

1828 KM LINING = RCB

1829 RD 3400 0.004 0.015 0 TRAP 24 0

*

1830 KK BN15-C

1831 BA 0.283

1832 PB 2.77

1833 LS 0 87.0

1834 UD 0.414

*

1835 KK CBN15-C

1836 KM COMBINE RCBN12-C AND BN15-C

1837 KM LAS VEGAS WASH AND BONANZA

1838 HC 2

*

1839 KKCCBN15-C

1840 KM COMBINE RCCLVW01 AND CBN15-C

1841 KM LAS VEGAS WASH AND BONANZA

1842 HC 2

*

1843 KKRCBN15-C

1844 KM ROUTE CCBN15-C TO CCCA10-C

1845 KM FACILITY = LAS VEGAS WASH MIDDLE

1846 KM FACILITY # = LVMD 1149

1847 KM LINING = CONCRETE

1848 RD 1675 0.0041 0.015 0 TRAP 70 1.5

*

1849 KK CA03

1850 BA 0.345

1851 PB 2.77

1852 LS 0 88.1

1853 UD 0.298

*

1 HEC-1 INPUT PAGE 50

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

1854 KK RCA03

1855 KM ROUTE CA03 TO CCA04

1856 KM STEWART

1857 RD 3000 0.0107 0.016 0 TRAP 0 50

*

1858 KK CA04-C

1859 BA 0.370

1860 PB 2.77

1861 LS 0 89.6

1862 UD 0.394

*

1863 KK CCA04

1864 KM COMBINE RCA03 AND CA04-C

1865 KM STEWART AND MOJAVE

1866 HC 2

*

1867 KK RCCA04

1868 KM ROUTE CCA04 TO CCA05

1869 KM FACILITY = CEDAR AVENUE CHANNEL - STEWART

1870 KM FACILITY # = CNST 0000

1871 KM LINING = RCB

1872 RD 2120 0.009 0.015 0 TRAP 8 0

*

1873 KK CA05

1874 BA 0.241

1875 PB 2.77

1876 LS 0 91.9

1877 UD 0.378

*

1878 KK CCA05

1879 KM COMBINE RCCA04 AND CA05

1880 KM STEWART AND PECOS

1881 HC 2

*

1882 KK RCCA05

1883 KM ROUTE CCA05 TO CCA06

1884 KM FACILITY = CEDAR AVENUE CHARLESTON

1885 KM FACILITY # = CACN 0001

1886 KM LINING = RCB

1887 RD 1867 0.004 0.015 0 TRAP 10 0

*

1888 KK CA06-C

1889 BA 0.401

1890 PB 2.77

1891 LS 0 85.0

1892 UD 0.418

*

1 HEC-1 INPUT PAGE 51

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

1893 KK CCA06

1894 KM COMBINE RCCA05 AND CA06-C

1895 KM PECOS AND CEDAR AVENUE

1896 HC 2

*

1897 KK RCCA06

1898 KM ROUTE CCA06 TO CCA08

1899 KM FACILITY = CEDAR AVENUE CHANNEL

1900 KM FACILITY # = CACH 0081,0127,0129,0146,0148

1901 KM LINING = CONCRETE

1902 RD 4634 0.0026 0.015 0 TRAP 10 0

*

1903 KK CA08-C

1904 BA 0.256

1905 PB 2.77

1906 LS 0 90.8

1907 UD 0.400

*

1908 KK CCA08-C

1909 KM COMBINE RCCA06 AND CA08-C

1910 KM CEDAR AVENUE AND LAMB

1911 HC 2

*

1912 KKRCCA08-C

1913 KM ROUTE CCA08 TO CCA10-C

1914 KM FACILITY = CEDAR AVENUE CHANNEL

1915 KM FACILITY # = CACH 0000,0027,0029,0051,0053,0079

1916 KM LINING = CONCRETE

1917 RD 4386 0.0037 0.015 0 TRAP 10 0

*

1918 KK CA10-C

1919 BA 0.192

1920 PB 2.77

1921 LS 0 90.3

1922 UD 0.433

*

1923 KK CCA10-C

1924 KM COMBINE RCCA08-C AND CA10-C

1925 KM CEDAR AVE CHANNEL AND LAS VEGAS WASH

1926 HC 2

*

1927 KKCCCA10-C

1928 KM COMBINE RCBN15-C AND CCA10-C

1929 KM CEDAR AVE. CHANNE AND LAS VEGAS WASH

1930 HC 2

*

1 HEC-1 INPUT PAGE 52

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

1931 KKRCCCA10C

1932 KM ROUTE CCCA10-C TO CCST03-C

1933 KM FACILITY = LAS VEGAS WASH MIDDLE

1934 KM FACILITY # = LVMD 1119,1121

1935 KM LINING = CONCRETE

1936 RD 1520 0.002 0.015 0 TRAP 90 1

*

1937 KK ST01-C

1938 BA 0.246

1939 PB 2.77

1940 LS 0 90.2

1941 UD 0.478

*

1942 KK RST01-C

1943 KM ROUTE ST01-C TO CST03-C

1944 KM STEWART

1945 RD 4700 0.0032 0.016 0 TRAP 0 50

*

1946 KK ST03-C

1947 BA 0.221

1948 PB 2.77

1949 LS 0 89.4

1950 UD 0.511

*

1951 KK CST03-C

1952 KM COMBINE RST01-C AND ST03-C

1953 KM STEWART AND LAS VEGAS WASH

1954 HC 2

*

1955 KKCCST03-C

1956 KM COMBINE RCCCA10C AND CST03-C

1957 KM STEWART AND LAS VEGAS WASH

1958 HC 2

*

1959 KKRCCST03C

1960 KM ROUTE CCST03-C TO CCCH77-C

1961 KM FACILITY = LAS VEGAS WASH MIDDLE

1962 KM FACILITY # = LVMD 1069,1071

1963 KM LINING = CONCRETE

1964 RD 2707 0.0043 0.015 0 TRAP 90 1.5

*

1965 KK CH70-C

1966 BA 0.260

1967 PB 2.77

1968 LS 0 90.5

1969 UD 0.435

*

1 HEC-1 INPUT PAGE 53

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

1970 KK CH73

1971 BA 0.141

1972 PB 2.77

1973 LS 0 90.9

1974 UD 0.140

*

1975 KK CCH73-C

1976 KM COMBINE CH70-C AND CH73

1977 KM CHARLESTON AND US 95

1978 HC 2

*

1979 KK RCH73

1980 KM ROUTE CCH73 TO CCH75-C

1981 KM CHARLESTON

1982 RD 3300 0.0061 0.016 0 TRAP 0 50

*

1983 KK CH75-C

1984 BA 0.356

1985 PB 2.77

1986 LS 0 90.3

1987 UD 0.517

*

1988 KK CCH75-C

1989 KM COMBINE RCH73 AND CH75-C

1990 KM LAMB AND CHARLESTON

1991 HC 2

*

1992 KK CH76

1993 BA 0.138

1994 PB 2.77

1995 LS 0 92.6

1996 UD 0.339

*

1997 KK CCH76

1998 KM COMBINE CH76 AND CCH75-C

1999 KM LAMB AND CHARLESTON

2000 HC 2

*

2001 KK RCCH76

2002 KM ROUTE CCH76 TO CCH77-C

2003 KM FACILITY = LAS VEGAS WASH - CHARLESTON

2004 KM FACILITY # = LVCA 0000

2005 KM LINING = RCB

2006 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

2007 KK CH77-C

2008 BA 0.448

2009 PB 2.77

2010 LS 0 90.1

2011 UD 0.517

*

2012 KK CCH77-C

2013 KM COMBINE RCCH76 AND CH77-C

2014 KM CHARLESTON FLOW @ LAS VEGAS WASH

2015 HC 2

*

2016 KKCCCH77-C

2017 KM COMBINE RCCST03C AND CCH77-C

2018 KM CHARLESTON BLVD @ LAS VEGAS WASH

2019 HC 2

*

2020 KK RCCCH73

2021 KM ROUTE CCCH73 TO CCNEL06

2022 KM FACILITY = LAS VEGAS WASH MIDDLE

2023 KM FACILITY # = LVMD 1054

2024 KM LINING = CONCRETE

2025 RD 860 0.005 0.015 0 TRAP 120 0

*

2026 KK CH91-C

2027 BA 0.128

2028 PB 2.77

2029 LS 0 94.2

2030 UD 0.257

*

2031 KK RCH91-C

2032 KM ROUTE CH91-C TO CCH92-C

2033 KM COLORADO AVENUE

2034 RD 4100 0.0134 0.016 0 TRAP 0 50

*

2035 KK CH92-C

2036 BA 0.223

2037 PB 2.77

2038 LS 0 89.7

2039 UD 0.336

*

2040 KK CCH92-C

2041 KM COMBINE RCH91-C AND CH92-C

2042 KM COLORADO AND US 95

2043 HC 2

*

1 HEC-1 INPUT PAGE 55

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

2044 KK RCH92-C

2045 KM ROUTE CCH92-C TO CCH94

2046 KM FACILITY = COLORADO AVENUE SYSTEM

2047 KM FACILITY # = LVCO 0106,0109

2048 KM LINING = RCB

2049 RD 2941 0.0067 0.015 0 TRAP 10 0

*

2050 KK CH93

2051 BA 0.266

2052 PB 2.77

2053 LS 0 88.0

2054 UD 0.344

*

2055 KK RCH93

2056 KM ROUTE CH93 TO CCH94

2057 KM WYOMING

2058 RD 3800 0.004 0.016 0 TRAP 0 50

*

2059 KK CH94

2060 BA 0.363

2061 PB 2.77

2062 LS 0 84.0

2063 UD 0.522

*

2064 KK CCH94

2065 KM COMBINE RCH93 AND CH94

2066 KM COLORADO AND LAMB

2067 HC 2

*

2068 KK CCCH94

2069 KM COMBINE RCH92-C AND CCH94

2070 KM COLORADO AND LAMB

2071 HC 2

*

2072 KK RCCCH94

2073 KM ROUTE CCH94 TO CNEL06

2074 KM FACILITY = COLORADO AVENUE SYSTEM

2075 KM FACILITY # = LVCO 0000,0012,0064

2076 KM LINING = RCB

2077 RD 5344 0.0024 0.015 0 TRAP 10 0

*

2078 KK NEL06-C

2079 BA 0.323

2080 PB 2.77

2081 LS 0 88.2

2082 UD 0.483

*

1 HEC-1 INPUT PAGE 56

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

2083 KK CNEL06

2084 KM COMBINE RCCH94 AND NEL06

2085 KM COLORADO AVE. STORM DRAIN FLOW @ LAS VEGAS WASH

2086 HC 2

*

2087 KK CCNEL06

2088 KM COMBINE RCCNEL04 AND CNEL06

2089 KM LAS VEGAS WASH AND COLORADO AVE.

2090 HC 2

*

2091 KK SA10-2

2092 BA 0.204

2093 PB 2.77

2094 LS 0 91.9

2095 UD 0.633

*

2096 KK SA10-1

2097 BA 0.277

2098 PB 2.77

2099 LS 0 92.6

2100 UD 0.611

*

2101 KK CSA10-1

2102 KM COMBINE SA10-1 AND SA10-2

2103 KM NEAR SAHARA AND UPRR

2104 HC 2

*

2105 KKRCSA10-1

2106 KM ROUTE CSA10-1 TO CSA11

2107 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2108 KM FACILITY # = BHSA 0289

2109 KM LINING = RCB

2110 RD 2300 0.0087 0.015 0 TRAP 14 0

*

2111 KK SA11

2112 BA 0.395

2113 PB 2.77

2114 LS 0 94.9

2115 UD 0.511

*

2116 KK CSA11

2117 KM COMBINE RCSA10 AND SA11

2118 KM SAHARA AND LAS VEGAS BLVD

2119 HC 2

*

1 HEC-1 INPUT PAGE 57

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

2120 KK RCSA11

2121 KM ROUTE CSA11 TO CSA13-CB

2122 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2123 KM FACILITY # = BHSA 0175

2124 KM LINING = RCB

2125 RD 3030 0.0067 0.015 0 TRAP 14 0

*

2126 KK SA13-CB

2127 BA 0.115

2128 PB 2.77

2129 LS 0 93.7

2130 UD 0.328

*

2131 KKCSA13-CB

2132 KM COMBINE RCSA11 AND SA13-CB

2133 KM MARYLAND PARKWAY AND SAHARA

2134 HC 2

*

2135 KKRCSA13-CB

2136 KM ROUTE CSA13-CB TO CFR01B

2137 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2138 KM FACILITY # = BHSA 0175

2139 KM LINING = RCB

2140 RD 1670 0.0067 0.015 0 TRAP 14 0

*

2141 KK FR01B

2142 BA 0.067

2143 PB 2.77

2144 LS 0 93.1

2145 UD 0.313

*

2146 KK CFR01B

2147 KM COMBINE RCSA13-CB AND FR01B

2148 KM 10TH STREET AND SAHARA

2149 HC 2

*

2150 KK RCFR01B

2151 KM ROUTE CFR01B TO CSA13-CC

2152 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2153 KM FACILITY # = BHSA 0175

2154 KM LINING = RCB

2155 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

2156 KK SA13-CC

2157 BA 0.110

2158 PB 2.77

2159 LS 0 94.6

2160 UD 0.319

*

2161 KKCSA13-CC

2162 KM COMBINE RCFR01B AND SA13-CC

2163 KM MARYLAND PARKWAY AND SAHARA

2164 HC 2

*

2165 KKRCSA13-CC

2166 KM ROUTE CSA13-CC TO CFR02A

2167 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2168 KM FACILITY # = BHSA 0075

2169 KM LINING = RCB

2170 RD 1330 0.0211 0.015 0 TRAP 12 0

*

2171 KK FR02A

2172 BA 0.114

2173 PB 2.77

2174 LS 0 90.9

2175 UD 0.275

*

2176 KK CFR02A

2177 KM COMBINE RCSA13-CC AND FR02A

2178 KM 15TH STREET AND SAHARA

2179 HC 2

*

2180 KK RCFR02A

2181 KM ROUTE CFR02A TO CFR02B

2182 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2183 KM FACILITY # = BHSA 0075

2184 KM LINING = RCB

2185 RD 1240 0.0211 0.015 0 TRAP 12 0

*

2186 KK FR02B

2187 BA 0.042

2188 PB 2.77

2189 LS 0 86.2

2190 UD 0.152

*

1 HEC-1 INPUT PAGE 59

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

2191 KK CFR02B

2192 KM COMBINE RCFR02A AND FR02B

2193 KM 17TH STREET AND SAHARA

2194 HC 2

*

2195 KK SA14A

2196 BA 0.127

2197 PB 2.77

2198 LS 0 90.7

2199 UD 0.228

*

2200 KK CSA14A

2201 KM COMBINE CFR02B AND SA14A

2202 KM SPENCER AND SAHARA

2203 HC 2

*

2204 KK RCSA14A

2205 KM ROUTE CSA14A TO CSA14B

2206 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2207 KM FACILITY # = BHSA 0075

2208 KM LINING = RCB

2209 RD 1300 0.0211 0.015 0 TRAP 12 0

*

2210 KK SA13-CA

2211 BA 0.245

2212 PB 2.77

2213 LS 0 94.5

2214 UD 0.631

*

2215 KKRSA13-CA

2216 KM ROUTE SA13-CA TO CFW40A

2217 KM FACILITY = KAREN AVE

2218 RD 4070 0.0214 0.016 0 TRAP 0 50

*

2219 KK FW40A

2220 BA 0.118

2221 PB 2.77

2222 LS 0 85.1

2223 UD 0.264

*

2224 KK CFW40A

2225 KM COMBINE RSA13-CA AND FW40A

2226 KM BURNHAM AND KAREN

2227 HC 2

*

1 HEC-1 INPUT PAGE 60

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

2228 KK DFW40AN

2229 KM FLOW SPLIT AT BURNHAM/KAREN

2230 KM DIVERTED FLOW CONTINUES IN KAREN

2231 DT DFW40AE

2232 DI 0 100 200 300

2233 DQ 0 82 164 246

*

2234 KKRDFW40AN

2235 KM ROUTE DFW40AN TO CSA14B

2236 KM FACILITY = BURNHAM AVE

2237 RD 1250 0.0080 0.016 0 TRAP 0 50

*

2238 KK SA14B

2239 BA 0.058

2240 PB 2.77

2241 LS 0 90.9

2242 UD 0.175

*

2243 KK CSA14B

2244 KM COMBINE RCSA14A, RDFW40AN AND SA14B

2245 KM BURNHAM AND SAHARA

2246 HC 3

*

2247 KK RCSA14B

2248 KM ROUTE CSA14B TO CSA14C

2249 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2250 KM FACILITY # = BHSA 0075

2251 KM LINING = RCB

2252 RD 1325 0.0211 0.015 0 TRAP 12 0

*

2253 KK FR01A

2254 BA 0.177

2255 PB 2.77

2256 LS 0 91.3

2257 UD 0.499

*

2258 KK RFR01A

2259 KM ROUTE FR01A TO FR02C

2260 KM FACILITY = ST LOUIS AVE

2261 RD 5400 0.0209 0.016 0 TRAP 0 50

*

2262 KK FR02C

2263 BA 0.258

2264 PB 2.77

2265 LS 0 87.1

2266 UD 0.375

*

1 HEC-1 INPUT PAGE 61

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

2267 KK CFR02C

2268 KM COMBINE RFR01A AND FR02C

2269 KM EASTERN AND ST LOUIS AVE

2270 HC 2

*

2271 KK RFR02C

2272 KM ROUTE CFR02 TO CSA14C

2273 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

2274 KM FACILITY # = SAEA 0000

2275 KM LINING = RCB

2276 RD 1440 0.002 0.015 0 TRAP 10 0

*

2277 KK SA14C

2278 BA 0.060

2279 PB 2.77

2280 LS 0 93.2

2281 UD 0.179

*

2282 KK CSA14C

2283 KM COMBINE RCSA14B, RFR02C AND SA14C

2284 KM EASTERN AND SAHARA

2285 HC 3

*

2286 KK RCSA14C

2287 KM ROUTE CSA14C TO CSA16A

2288 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2289 KM FACILITY # = BHSA 0026

2290 KM LINING = RCB

2291 RD 1300 0.013 0.015 0 TRAP 14 0

*

2292 KK SA16A

2293 BA 0.059

2294 PB 2.77

2295 LS 0 90.9

2296 UD 0.199

*

2297 KK CSA16A

2298 KM COMBINE RCSA14C AND SA16A

2299 KM ATLANTIC AND SAHARA

2300 HC 2

*

2301 KK RCSA16A

2302 KM ROUTE CSA16A TO CSA16B

2303 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2304 KM FACILITY # = BHSA 0026

2305 KM LINING = RCB

2306 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

2307 KK DFW40AE

2308 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

2309 DR DFW40AE

*

2310 KK FW41A

2311 BA 0.160

2312 PB 2.77

2313 LS 0 84.0

2314 UD 0.337

*

2315 KK CFW41A

2316 KM COMBINE DFW40AE AND FW41A

2317 KM MCLEOD AND KAREN

2318 HC 2

*

2319 KK DFW41AN

2320 KM FLOW SPLIT AT MCLEOD/KAREN

2321 KM DIVERTED FLOW CONTINUES IN KAREN

2322 DT DFW41AE

2323 DI 0 100 200 300 400

2324 DQ 0 63 128 194 260

*

2325 KKRDFW41AN

2326 KM ROUTE DFW41AN TO CSA16B

2327 KM FACILITY = MCLEOD DR

2328 RD 1295 0.0116 0.016 0 TRAP 0 50

*

2329 KK SA16B

2330 BA 0.060

2331 PB 2.77

2332 LS 0 89.6

2333 UD 0.206

*

2334 KK CSA16B

2335 KM COMBINE RCSA16A, RDFW41AN AND SA16B

2336 KM MCLEOD AND SAHARA

2337 HC 3

*

2338 KK RCSA16B

2339 KM ROUTE CSA16B TO CSA16C

2340 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2341 KM FACILITY # = BHSA 0026

2342 KM LINING = RCB

2343 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

2344 KK SA16C

2345 BA 0.065

2346 PB 2.77

2347 LS 0 90.6

2348 UD 0.192

*

2349 KK CSA16C

2350 KM COMBINE RCSA16B AND SA16C

2351 KM SAHARA AND MOJAVE

2352 HC 2

*

2353 KK FR03-B

2354 BA 0.065

2355 PB 2.77

2356 LS 0 90.6

2357 UD 0.192

*

2358 KK CFR03B

2359 KM COMBINE CSA16C AND FR03-B

2360 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

2361 HC 2

*

2362 KK RCFR03B

2363 KM ROUTE CFR03B TO CCFR03

2364 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

2365 KM FACILITY # = BHSA 0000

2366 KM LINING = RCB

2367 RD 1300 0.0079 0.015 0 TRAP 14 0

*

2368 KK CH51

2369 BA 0.237

2370 PB 2.77

2371 LS 0 92.5

2372 UD 0.467

*

2373 KK RCH51

2374 KM ROUTE CH51 TO CCH52

2375 KM FACILITY = FLAMINGO - BOULDER NORTH

2376 KM FACILITY # = FLBN 0342

2377 KM LINING = RCB

2378 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

2379 KK CH52-C

2380 BA 0.311

2381 PB 2.77

2382 LS 0 94.8

2383 UD 0.389

*

2384 KK CCH52

2385 KM COMBINE RCH51 AND CH52-C

2386 KM CHARLESTON AND LAS VEGAS BLVD

2387 HC 2

*

2388 KK RCCH52

2389 KM ROUTE CCH52 TO CCH56

2390 KM FACILITY = FLAMINGO - BOULDER NORTH

2391 KM FACILITY # = FLBN 0281

2392 KM LINING = RCB

2393 RD 2000 0.0133 0.015 0 TRAP 10 0

*

2394 KK CH56-A

2395 BA 0.140

2396 PB 2.77

2397 LS 0 92.4

2398 UD 0.362

*

2399 KK CCH56A

2400 KM COMBINE RCCH52 AND CH56-A

2401 KM CHARLESTON AND 10TH ST

2402 HC 2

*

2403 KK RCCH56A

2404 KM ROUTE CCH56A TO CCH56B

2405 KM FACILITY = FLAMINGO - BOULDER NORTH

2406 KM FACILITY # = FLBN 0281

2407 KM LINING = RCB

2408 RD 1100 0.0133 0.015 0 TRAP 10 0

*

2409 KK CH56-B

2410 BA 0.244

2411 PB 2.77

2412 LS 0 90.0

2413 UD 0.492

*

1 HEC-1 INPUT PAGE 65

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

2414 KK DFLAM

2415 KM RETRIEVE DFLAM

2416 DR DFLAM

*

2417 KK RDFLAM

2418 KM ROUTE DFLAM TO CCH60A

2419 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

2420 KM FACILITY # = FLMP 0000

2421 KM LINING = RCB

2422 RD 5300 0.0049 0.015 0 TRAP 8 0

*

2423 KK CH60-A

2424 BA 0.377

2425 PB 2.77

2426 LS 0 91.8

2427 UD 0.440

*

2428 KK CCH60A

2429 KM COMBINE RDFLAM AND CH60-A

2430 HC 2

*

2431 KK CCH56B

2432 KM COMBINE RCCH56A, CH56-B, AND CCH60A

2433 KM MARYLAND PARKWAY AND CHARLESTON

2434 HC 3

*

2435 KK RCCH56B

2436 KM ROUTE CCH56B TO CCH63-A

2437 KM FACILITY = FLAMINGO - BOULDER NORTH

2438 KM FACILITY # = FLBN 0205

2439 KM LINING = RCB

2440 RD 1200 0.023 0.015 0 TRAP 10 0

*

2441 KK CH63-A

2442 BA 0.112

2443 PB 2.77

2444 LS 0 89.7

2445 UD 0.245

*

2446 KK CCH63A

2447 KM COMBINE RCCH56B AND CH63-A

2448 KM CHARLESTON AND 15TH ST

2449 HC 2

*

1 HEC-1 INPUT PAGE 66

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

2450 KK RCCH63A

2451 KM ROUTE CCH63A TO CCH63B

2452 KM FACILITY = FLAMINGO - BOULDER NORTH

2453 KM FACILITY # = FLBN 0205

2454 KM LINING = RCB

2455 RD 2800 0.023 0.015 0 TRAP 10 0

*

2456 KK CH63-B

2457 BA 0.153

2458 PB 2.77

2459 LS 0 90.4

2460 UD 0.172

*

2461 KK CCH63B

2462 KM COMBINE RCCH63A AND CH63-B

2463 KM CHARLESTON AND BURNHAM

2464 HC 2

*

2465 KK RCCH63B

2466 KM ROUTE CCH63B TO CCH68A

2467 KM FACILITY = FLAMINGO - BOULDER NORTH

2468 KM FACILITY # = FLBN 0180

2469 KM LINING = RCB

2470 RD 1900 0.0131 0.015 0 TRAP 20 0

*

2471 KK CH68-A

2472 BA 0.294

2473 PB 2.77

2474 LS 0 90.2

2475 UD 0.367

*

2476 KK CCH68A

2477 KM COMBINE RCCH63B AND CH68-A

2478 KM CHARLESTON AND BOULDER HIGHWAY

2479 HC 2

*

2480 KK RCCH68A

2481 KM ROUTE CCH68A TO CCH67A

2482 KM FACILITY = FLAMINGO - BOULDER NORTH

2483 KM FACILITY # = FLBN 0038

2484 KM LINING = RCB

2485 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

2486 KK CH67-A

2487 BA 0.333

2488 PB 2.77

2489 LS 0 86.0

2490 UD 0.359

*

2491 KK CCH67A

2492 KM COMBINE RCCH68A AND CH67-A

2493 HC 2

*

2494 KK RCCH67A

2495 KM ROUTE CCH67A TO CFR04

2496 KM FACILITY = FLAMINGO - BOULDER NORTH

2497 KM FACILITY # = FLBN 0038

2498 KM LINING = RCB

2499 RD 4340 0.0059 0.015 0 TRAP 15 0

*

2500 KK CH64-A

2501 BA 0.297

2502 PB 2.77

2503 LS 0 90.0

2504 UD 0.527

*

2505 KK RCH64-A

2506 KM ROUTE CH64-A TO CFR04A

2507 KM OAKEY TO BOULDER HIGHWAY

2508 RD 7100 0.018 0.016 0 TRAP 0 50

*

2509 KK FR04-A

2510 BA 0.255

2511 PB 2.77

2512 LS 0 87.8

2513 UD 0.343

*

2514 KK CFR04A

2515 KM COMBINE RCH64 AND FR04-A

2516 HC 2

*

2517 KK CCFR04A

2518 KM COMBINE RCCH67A AND CFR04A

2519 KM OAKEY AND BOULDER HIGHWAY

2520 HC 2

*

1 HEC-1 INPUT PAGE 68

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

2521 KKRCCFR04A

2522 KM ROUTE CCFR04A TO CCFR03A

2523 KM FACILITY = FLAMINGO - BOULDER NORTH

2524 KM FACILITY # = FLBN 0038

2525 KM LINING = RCB

2526 RD 1800 0.0059 0.015 0 TRAP 15 0

*

2527 KK FR03-A

2528 BA 0.233

2529 PB 2.77

2530 LS 0 84.8

2531 UD 0.361

*

2532 KK CFR03A

2533 KM COMBINE RCCFR04A AND FR03-A

2534 KM BOULDER HIGHWAY AND ST. LOUIS

2535 HC 2

*

2536 KK RCFR03A

2537 KM ROUTE CFR03A TO CFR03C

2538 KM FACILITY = FLAMINGO - BOULDER NORTH

2539 KM FACILITY # = FLBN 0038

2540 KM LINING = RCB

2541 RD 2000 0.0059 0.015 0 TRAP 15 0

*

2542 KK FR03-C

2543 BA 0.036

2544 PB 2.77

2545 LS 0 92.0

2546 UD 0.230

*

2547 KK CCFR03

2548 KM COMBINE RCFR03B, RCFR03A AND FR03-C

2549 KM BOULDER HIGHWAY AND SAHARA

2550 HC 3

*

2551 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

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

46 FW01

V

V

59 RFW1

.

.

63 . FW02

. .

. .

68 CFW2............

V

V

72 RCFW2

.

.

76 . FW03

. .

. .

81 CFW3............

V

V

85 RCFW3

.

.

91 . FW5

. .

. .

96 CFW5............

.

.

104 .-------> DFW11

100 DFW5

V

V

107 RDFW5

.

.

113 . CE2EA-C

. V

. V

118 . RCE2EA

. .

. .

122 . . R4C1

. . .

. . .

127 CR4C1........................

V

V

131 RCR4C1

.

.

137 . CE2EC

. V

. V

142 . RCE2EC

. .

. .

146 . . CE2ED-C

. . .

. . .

151 . CCE2ED-C............

. .

. .

160 . .-------> DCPS03

155 . DCCE2ED

. V

. V

163 . RDCCE2ED

. .

. .

167 . . CE3FA

. . .

. . .

172 CCE3FA........................

V

V

176 RCCE3FA

.

.

182 . PS01-C

. V

. V

187 . RPS01-C

. .

. .

193 . . PS03

. . .

. . .

198 . CPS03............

. .

. .

202 . . ED01

. . V

. . V

207 . . RED01

. . .

. . .

211 . . . ED02

. . . .

. . . .

216 . . . . ED11

. . . . .

. . . . .

221 . . . . . ED12

. . . . . .

. . . . . .

226 . . . . CED12............

. . . . V

. . . . V

230 . . . . RCED12

. . . . .

. . . . .

234 . . . . . ED13

. . . . . .

. . . . . .

239 . . . . CED13............

. . . . V

. . . . V

243 . . . . RCED13

. . . . .

. . . . .

249 . . CED02........................

. . V

. . V

253 . . RCED02

. . .

. . .

261 . . . .<------- DCPS03

259 . . . DCPS03

. . . V

. . . V

262 . . . RDPS03

. . . .

. . . .

266 . CCPS03........................

. V

. V

270 . RCCPS03

. .

. .

276 . . PS06-C

. . .

. . .

281 . CPS06............

. .

. .

285 CCPS06............

V

V

289 RCCPS06

.

.

295 . FW09

. .

. .

303 . .-------> DSM

300 . DSPM

. V

. V

306 . RDSPM

. .

. .

311 . . CE3FD-C

. . .

. . .

316 . CCE3FD-C............

. V

. V

320 . RCCE3FD

. .

. .

326 CRCPS06............

V

V

330 RCRCPS06

.

.

336 . PS08

. .

. .

341 CPS08............

.

.

345 . ED05-C

. V

. V

350 . RED05-C

. .

. .

354 CCPS08............

V

V

358 RCCPS08

.

.

364 . ED10-C

. .

. .

369 CED10-C............

V

V

373 RCED10-C

.

.

379 . SA06-C

. V

. V