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 12:55:45 * * (916) 756-1104 *

* * * *

***************************************** ***************************************

 

 

 

 

 

X X XXXXXXX XXXXX X

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X X XXXXXXX XXXXX XXX

 

 

 

 

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

 

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

THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE 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 = FLAM5BCH.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 FLAMINGO / TROPICANA WASHES WATERSHED

9 ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

10 ID INPUT FILE = FLAM5B.DAT

11 ID INPUT FILE DATE = JUNE 2008

12 ID DESIGN STORM = 100-YEAR, 6-HOUR STORM

13 ID STORM DISTRIBUTION = SDN5

14 ID STORM CENTERING = SERIES B: REGIONAL DETENTION BASIN FLOWS DIVERTED OUT

15 ID MODELED BY PARSONS BRINCKERHOFF

16 ID DO NOT USE THIS MODEL TO DETERMINE FLOWRATES OR VOLUMES FOR USACE

17 ID FACILITIES UPSTREAM OF AND INCLUDING TROPICANA DETENTION BASIN

18 ID USACE INFLOW HYDROGRAPH INPUT FOR TROPICANA DETENTION BASIN TO MODEL

19 ID WATERSHED DOWNSTREAM OF TROPICANA DETENTION BASIN

20 ID USACOE SUBBASINS LU CARDS HAVE BEEN REPLACED BY LS CARDS IN THIS MODEL

21 ID TO COMPLY WITH CCRFCD HYDROLOGIC CRITERIA

22 ID DIVERT COMMANDS INSERTED FOR FLOWS IN EXCESS OF DESIGN DISCHARGE FOR

23 ID ALL USACE DETENTION AND DEBRIS BASINS UPSTREAM OF TROPICANA DB

24 ID INSERTED OFFLINE TROPICANA MCCARRAN DETENTION BASIN W/OUTFALL TO SWENSON

25 ID

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

27 ID

28 ID AREA (SQUARE MILES) DARF

29 ID

30 ID 12 - 16 0.832

31 ID 16 - 20 0.804

32 ID 20 - 30 0.765

33 ID 30 - 40 0.725

34 ID 40 - 50 0.695

35 ID 50 - 100 0.64

36 ID 100 - 150 0.58

37 ID 150 - 200 0.53

38 ID

39 IT 5 0 0 300

40 IO 5 0 0

41 IN 5 0 0

42 JR PREC 0.832 0.804 0.765 0.725 0.695 0.64 0.58 0.53

*

43 KK CH59-C

44 BA 0.340

45 PB 2.77

46 PC 0 0.02 0.059 0.08 0.11 0.144 0.15 0.16 0.168 0.171

47 PC 0.18 0.182 0.187 0.19 0.197 0.202 0.21 0.22 0.23 0.241

48 PC 0.25 0.259 0.265 0.28 0.29 0.3 0.305 0.309 0.31 0.317

49 PC 0.321 0.327 0.333 0.346 0.361 0.381 0.408 0.43 0.477 0.514

50 PC 0.561 0.63 0.71 0.72 0.731 0.752 0.779 0.79 0.795 0.804

51 PC 0.81 0.82 0.826 0.84 0.859 0.889 0.91 0.938 0.966 0.97

1 HEC-1 INPUT PAGE 2

 

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

 

52 PC 0.974 0.979 0.981 0.983 0.985 0.989 0.99 0.992 0.993 0.996

53 PC 0.997 0.999 1

54 LS 0 94.0

55 UD 0.489

*

56 KK DCH59-C

57 KM FLOW SPLIT TO CH60A-C

58 KM SPLIT TO FLAMINGO WASH SYSTEM

59 KM DEVELOPED FROM CWH MODEL

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

61 DT DFLAM

62 DI 0 222 1000

63 DQ 0 0 778

*

64 KK RR1

65 BA 4.225

66 PB 4.16

67 LS 0 86.2

68 UD 0.443

*

69 KK RR2

70 BA 3.547

71 PB 4.18

72 LS 0 87.3

73 UD 0.545

*

74 KK RRR2

75 KM MUSKINGUM ROUTING UNSTABLE - USED MUSKINGUM-CUNGE

76 KM NATURAL WASH

77 RD 1700 0.076 0.04 0 TRAP 100 2

*

78 KK CRR2

79 KM COMBINE RR1 AND RR2

80 HC 2

*

81 KK RCRR2

82 KM ROUTE CRR2 THROUGH RR3 TO CRR3

83 KM NATURAL WASH

84 KM TRAVEL LENGTH = 15,850

85 KM SLOPE = 4.3%

86 KM N = 0.040

87 KM HYDRAULIC RADIUS = 1.5

88 KM VELOCITY = 16.2

89 RM 3 0.272 0.15

*

1 HEC-1 INPUT PAGE 3

 

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

 

90 KK RR5

91 BA 7.132

92 PB 3.91

93 LS 0 88.3

94 UD 0.615

*

95 KK R-RR5

96 KM ROUTE RR5 THROUGH RR3 TO CRR3

97 KM NATURAL WASH

98 KM TRAVEL LENGTH = 10,700

99 KM SLOPE = 3.7%

100 KM N = 0.040

101 KM HYDRAULIC RADIUS = 1.5

102 KM VELOCITY = 15.0

103 RM 2 0.198 0.15

*

104 KK RR3

105 BA 14.983

106 PB 3.82

107 LS 0 87.9

108 UD 0.761

*

109 KK CRR3

110 KM COMBINE CRR2, RR5, AND RR3

111 HC 3

*

112 KK RCRR3

113 KM ROUTE CRR3 THROUGH RR10 TO CRR10

114 KM NATURAL WASH

115 KM TRAVEL LENGTH = 20,700

116 KM SLOPE = 2.5%

117 KM N = 0.040

118 KM HYDRAULIC RADIUS = 1.5

119 KM VELOCITY = 12.3

120 RM 6 0.466 0.15

*

121 KK RR10

122 BA 8.775

123 PB 3.44

124 LS 0 86.7

125 UD 0.882

*

126 KK CRR10

127 KM COMBINE CRR3 AND RR10

128 HC 2

*

1 HEC-1 INPUT PAGE 4

 

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

 

129 KK RCRR10

130 KM ROUTE CRR10 THROUGH 104A TO C104A (RED ROCK DETENTION BASIN)

131 KM NATURAL WASH

132 KM TRAVEL LENGTH = 14,500

133 KM SLOPE = 2.1%

134 KM N = 0.040

135 KM HYDRAULIC RADIUS = 1.5

136 KM VELOCITY = 11.3

137 RM 4 0.356 0.15

*

138 KK RR12A

139 BA 5.821

140 PB 3.53

141 LS 0 88.1

142 UD 0.728

*

143 KK R-RR12A

144 KM ROUTE RR12A THROUGH 104A TO C104A (RED ROCK DETENTION BASIN)

145 KM NATURAL WASH

146 KM TRAVEL LENGTH = 12,000

147 KM SLOPE = 2.6%

148 KM N = 0.040

149 KM HYDRAULIC RADIUS = 1.5

150 KM VELOCITY = 12.6

151 RM 3 0.265 0.15

*

152 KK 104A

153 BA 3.391

154 PB 3.34

155 LS 0 84.3

156 UD 0.801

*

157 KK C104A

158 KM COMBINE CRR10, RR12A, AND 104A

159 HC 3

*

160 KK RD1

161 BA 0.386

162 PB 3.51

163 LS 0 88.8

164 UD 0.190

*

165 KK R-RD1

166 KM ROUTE RD1 THROUGH RD2 TO CRD2

167 KM FUTURE CONCRETE CHANNEL

168 RD 5100 0.061 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 5

 

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

 

169 KK RD2

170 BA 0.522

171 PB 3.42

172 LS 0 91.3

173 UD 0.166

*

174 KK CRD2

175 KM COMBINE RD1 AND RD2

176 HC 2

*

177 KK RCRD2

178 KM ROUTE CRD2 TO CRD3 (RED ROCK DETENTION BASIN)

179 KM FUTURE CONCRETE CHANNEL

180 RD 4600 0.05 0.015 0 TRAP 12 2

*

181 KK RD3

182 BA 0.330

183 PB 3.36

184 LS 0 89.5

185 UD 0.170

*

186 KK CRD3

187 KM COMBINE CRD2 AND RD3

188 HC 2

*

189 KK RR14A

190 BA 4.601

191 PB 3.75

192 LS 0 87.9

193 UD 0.725

*

194 KK R-RR14A

195 KM ROUTE RR14A THROUGH RD4 TO CRD4

196 KM FUTURE CONCRETE CHANNEL

197 RD 5500 0.071 0.015 0 TRAP 12 2

*

198 KK RD4

199 BA 0.411

200 PB 3.49

201 LS 0 86.3

202 UD 0.174

*

1 HEC-1 INPUT PAGE 6

 

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

 

203 KK CRD4

204 KM COMBINE RR14A AND RD4

205 HC 2

*

206 KK RCRD4

207 KM ROUTE CRD4 THROUGH RD5 TO CRD5

208 KM FUTURE CONCRETE CHANNEL

209 RD 4550 0.067 0.015 0 TRAP 20 2

*

210 KK RD5

211 BA 0.370

212 PB 3.42

213 LS 0 88.6

214 UD 0.158

*

215 KK CRD5

216 KM COMBINE CRD4 AND RD5

217 HC 2

*

218 KK RCRD5

219 KM ROUTE CRD5 THROUGH RD6 TO CRD6 (RED ROCK DETENTION BASIN)

220 KM FUTURE CONCRETE CHANNEL

221 RD 5600 0.047 0.015 0 TRAP 20 2

*

222 KK RD6

223 BA 0.250

224 PB 3.36

225 LS 0 90.2

226 UD 0.160

*

227 KK CRD6

228 KM COMBINE CRD5 AND RD6

229 HC 2

*

230 KK INRR

231 KM COMBINE C104A, CRD3, AND CRD6 - TOTAL INFLOW TO RED ROCK DETENTION BASIN

232 KO 3

233 HC 3

* ============================================================

234 KK RRDB

235 KM RED ROCK DETENTION BASIN

236 KM TAKEN FROM THE CORP MODELS FOR RED ROCK DETENTION BASIN

237 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

238 KM FACILITY ID-MILE = RRWA 0716

239 KM STORAGE VOLUME = 2007 ACRE-FEET

240 KM OUTLET = 27"H x 27"W RCB ORIFICE

1 HEC-1 INPUT PAGE 7

 

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

 

241 KM 100-YR DISCHARGE = 182 CFS

242 KM SPILLWAY LENGTH = 600 FT

243 KM AUXILLARY OGEE SPILLWAY LENGTH = 323 FT

244 KM SPILLWAY CREST ELEVATION = 3212.5 FT NGVD

245 KM PMF DISCHARGE = 110,000 CFS

246 KM TOP OF DAM ELEVATION = 3225 FT NGVD

247 KO 3

248 RS 1 STOR -1

249 SV 0 9.00 107.00 231.00 372.00 529.00 705.00 903.00 1125.00 1376.00

250 SV 1659.00 1974.00 2007.00 2115.00 2331.00 2690.00 2933.00

251 SQ 0 10 57 80 99 114 128 140 151 162

252 SQ 171 181 182 8654 33270 110918 163477

253 SE 3161 3162 3167 3172 3177 3182 3187 3192 3197 3202

254 SE 3207 3212 3212.5 3214 3217 3222 3225

* ============================================================

255 KK *DOUTRR

256 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

257 DT*D-RROUT

258 DI 0 182 3000 5000 10000

259 DQ 0 0 2818 4818 9818

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

260 KK*NO_FLOW

261 KM ALL FLOW REMOVED

262 DT*REMOVED

263 DI 0 100000

264 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

265 KK ROUTRR

266 KM ROUTE OUTFLOW FROM RED ROCK DETENTION BASIN THROUGH R3A TO CR3A

267 KM FACILITY = RED ROCK CHANNEL

268 KM FACILITY # = RRWA 0714, 0709, 0701

269 KM LINING = RCP

270 KM LINING = RIPRAP CHNL 10'W X 6'D; 2:1SS

271 RD 570 0.005 0.013 0 CIRC 5

272 RD 880 0.008 0.040 0 TRAP 10 2

*

273 KK R3A

274 BA 0.186

275 PB 3.28

276 LS 0 85.5

277 UD 0.108

*

1 HEC-1 INPUT PAGE 8

 

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

 

278 KK CR3A

279 KM COMBINE OUTFLOW FROM RED ROCK DETENTION BASIN WITH R3A

280 HC 2

*

281 KK RCR3A

282 KM ROUTE CR3A THROUGH UFR1 TO CUFR1

283 KM FACILITY = RED ROCK CHANNEL

284 KM FACILITY # = RRWA 0608, 0607

285 KM LINING = RCP

286 RD 5380 0.020 0.013 0 CIRC 8

*

287 KK UFR1

288 BA 0.531

289 PB 3.25

290 LS 0 87.6

291 UD 0.531

*

292 KK CUFR1

293 KM COMBINE CR3A AND UFR1

294 HC 2

*

295 KK RCUFR1

296 KM ROUTE CUFR1 TO CUFR2

297 KM FACILITY = RED ROCK CHANNEL

298 KM FACILITY # = RRWA 0606, 0581

299 KM LINING = RCB

300 RD 1490 0.006 0.015 0 TRAP 13 0

*

301 KK RCUFR1A

302 KM ROUTE RCUFR1 TO CUFR2

303 KM FACILITY = RED ROCK CHANNEL

304 KM FACILITY # = RRWA 0541

305 KM LINING = CONCRETE

306 RD 2120 0.007 0.015 0 TRAP 10 2

*

307 KK UFR2

308 BA 0.346

309 PB 3.24

310 LS 0 71.2

311 UD 0.408

*

312 KK CUFR2

313 KM COMBINE CUFR1 AND UFR2

314 HC 2

*

1 HEC-1 INPUT PAGE 9

 

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

 

315 KK RCUFR2

316 KM ROUTE CUFR2 TO CUFR3 IN RED ROCK CHANNEL

317 KM FACILITY = RED ROCK CHANNEL

318 KM FACILITY # = RRWA 0534, 0502, AND 0500

319 KM LINING = CONCRETE CH

320 RD 2200 0.021 0.015 0 TRAP 10 2

*

321 KK R3B

322 BA 0.201

323 PB 3.26

324 LS 0 86.9

325 UD 0.055

*

326 KK R-R3B

327 KM ROUTE R3B THROUGH UFR3 TO CUFR3

328 KM RED ROCK COUNTRY CLUB GOLF COURSE

329 KM LINING = GRASS

330 RD 6100 0.021 0.03 0 TRAP 20 3

*

331 KK R4A

332 BA 0.112

333 PB 3.26

334 LS 0 86.9

335 UD 0.094

*

336 KK R-R4A

337 KM ROUTE R4A THROUGH UFR3 TO CUFR3

338 KM RED ROCK COUNTRY CLUB GOLF COURSE

339 KM LINING = GRASS

340 RD 5250 0.031 0.03 0 TRAP 20 3

*

341 KK UFR3

342 BA 0.375

343 PB 3.23

344 LS 0 82.0

345 UD 0.357

*

346 KK CUFR3N

347 KM COMBINE CUFR2, R3B, R4A, AND UFR3

348 HC 4

*

349 KK R4B

350 BA 0.197

351 PB 3.26

352 LS 0 87.0

353 UD 0.091

*

1 HEC-1 INPUT PAGE 10

 

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

 

354 KK R-R4B

355 KM ROUTE R4B THROUGH UFR4 TO CUFR4

356 KM RED ROCK COUNTRY CLUB GOLF COURSE

357 KM LINING = GRASS

358 RD 3950 0.042 0.03 0 TRAP 20 3

*

359 KK UFR4

360 BA 0.240

361 PB 3.23

362 LS 0 85.1

363 UD 0.240

*

364 KK CUFR4

365 KM COMBINE R4B AND UFR4

366 KM FLAMINGO AND DESERT INN

367 HC 2

*

368 KK RCUFR4

369 KM ROUTE CUFR4 TO CUFR3

370 KM DESERT INN ROAD

371 KM LINING = RCB

372 RD 1650 0.019 0.015 0 TRAP 9 0

*

373 KK CUFR3

374 KM COMBINE CUFR3N AND CUFR4

375 HC 2

*

376 KK RCUFR3

377 KM ROUTE CUFR3 TO CUFR8

378 KM FACILITY = RED ROCK CHANNEL

379 KM FACILITY # = RRWA 0490, 0440, 0436, AND 0430

380 KM LINING = CONCRETE

381 RD 3850 0.024 0.015 0 TRAP 10 2

*

382 KK R4D

383 BA 5.449

384 PB 3.3

385 LS 0 86.5

386 UD 0.644

* ============================================================

387 KK R4DB

388 KM R4 DETENTION BASIN

389 KM TAKEN FROM THE CORP MODELS FOR RED ROCK OUTLET CHANNEL AND R4 DETENTION BASIN

390 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

391 KM FACILITY ID-MILE = RRR4 0160

392 KM STORAGE VOLUME = 362 ACRE-FEET

393 KM OUTLET = 30"H x 72"W RCB

1 HEC-1 INPUT PAGE 11

 

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

 

394 KM 100-YR DISCHARGE = 370 CFS

395 KM SPILLWAY LENGTH = 835 FT

396 KM SPILLWAY CREST ELEVATION = 3074.79 FT NAVD

397 KM PMF DISCHARGE = 31,000 CFS

398 KM TOP OF DAM ELEVATION = 3083.98 FT NAVD

399 KO 3

400 RS 1 STOR -1

401 SV 0 7.1 14.1 21.2 28.2 38.3 53.1 68.9 89.2 112.3

402 SV 137.7 164.5 194.6 227.0 266.6 304.0 347.5 364.8 389.1 448.0

403 SQ 0.0 4.0 10.6 141.3 173.0 197.8 220.0 241.9 257.8 276.9

404 SQ 292.4 307.9 324.2 337.3 351.4 363.0 376.1 381.4 2683.9 10111.3

405 SE 3047.9 3049.5 3051.1 3052.8 3054.4 3056.1 3057.7 3059.4 3061.0 3062.6

406 SE 3064.33 3065.9 3067.6 3069.2 3070.8 3072.5 3074.1 3074.8 3075.8 3077.4

* ============================================================

*

407 KK *DOUTR4

408 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

409 DT*D-R4OUT

410 DI 0 370 3000 5000 10000

411 DQ 0 0 2630 4630 9630

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

412 KK*NO_FLOW

413 KM ALL FLOW REMOVED

414 DT*REMOVED

415 DI 0 100000

416 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

417 KK R-R4D

418 KM ROUTE R4D TO CUFR5

419 KM FACILITY = R4 CHANNEL

420 KM FACILITY # = RRR4 0150, 0139, 0133, 0074, 0073, 0058, 0057, AND 0055

421 KM LINING = CONCRETE

422 RD 6080 0.025 0.015 0 TRAP 8 0

*

423 KK UFR5

424 BA 0.443

425 PB 3.21

426 LS 0 84.7

427 UD 0.287

*

1 HEC-1 INPUT PAGE 12

 

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

 

428 KK CUFR5

429 KM COMBINE R4D AND UFR5

430 HC 2

*

431 KK RCUFR5

432 KM ROUTE CUFR5 TO CUFR8

433 KM FACILITY = R4 CHANNEL

434 KM FACILITY # = RRR4 0008, 0007, AND 0000

435 KM LINING = CONCRETE

436 RD 2550 0.029 0.015 0 TRAP 16 0

*

437 KK R4C

438 BA 0.712

439 PB 3.27

440 LS 0 87.0

441 UD 0.277

*

442 KK R-R4C

443 KM ROUTE R4C THROUGH UFR6 TO CUFR8W

444 KM SUMMERLIN VILLAGE 18 GOLF COURSE

445 KM LINING = GRASS

446 RD 7800 0.032 0.03 0 TRAP 20 3

*

447 KK UFR6

448 BA 0.472

449 PB 3.2

450 LS 0 85.2

451 UD 0.324

*

452 KK CUFR8W

453 KM COMBINE CUFR5, R4C, AND UFR6

454 HC 3

*

455 KK UFR7

456 BA 0.523

457 PB 3.19

458 LS 0 71.9

459 UD 0.431

*

460 KK RUFR7

461 KM ROUTE UFR7 THROUGH UFR8 TO CUFR8

462 KM TOWN CENTER DRIVE

463 KM LINING = RCP

464 RD 3400 0.011 0.013 0 CIRC 7

*

1 HEC-1 INPUT PAGE 13

 

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

 

465 KK UFR8

466 BA 0.268

467 PB 3.17

468 LS 0 83.7

469 UD 0.382

*

470 KK CUFR8E

471 KM COMBINE UFR7 AND UFR8

472 HC 2

*

473 KK CUFR8

474 KM COMBINE CUFR3, CUFR8W, AND CUFR8E

475 KM TOWN CENTER AND THE BELTWAY

476 HC 3

*

477 KK RCUFR8

478 KM ROUTE CUFR8 TO CUFR13

479 KM FACILITY = RED ROCK CHANNEL

480 KM FACILITY # = RRWA 0425, 0395, 0394, 0367, AND 0350

481 KM LINING = CONCRETE

482 RD 3530 0.021 0.015 0 TRAP 18 0

*

483 KK UFR9

484 BA 0.373

485 PB 3.18

486 LS 0 90.3

487 UD 0.470

*

488 KK RUFR9

489 KM ROUTE UFR9 THROUGH UFR10 TO CUFR10

490 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

491 KM FACILITY # = RRHU 0129

492 KM LINING = RCB

493 RD 2600 0.016 0.015 0 TRAP 7 0

*

494 KK UFR10

495 BA 0.447

496 PB 3.16

497 LS 0 88.8

498 UD 0.422

*

499 KK CUFR10

500 KM COMBINE UFR9 AND UFR10

501 HC 2

*

1 HEC-1 INPUT PAGE 14

 

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

 

502 KK RCUFR10

503 KM ROUTE CUFR10 TO CUFR11

504 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

505 KM FACILITY # = RRHU 0079

506 KM LINING = RCB

507 RD 2650 0.019 0.015 0 TRAP 8 0

*

508 KK UFR11

509 BA 0.274

510 PB 3.14

511 LS 0 77.3

512 UD 0.294

*

513 KK CUFR11

514 KM COMBINE CUFR10 AND UFR11

515 KM DESERT INN AND HUALAPAI

516 HC 2

*

517 KK RCUFR11

518 KM ROUTE CUFR11 TO CUFR13

519 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

520 KM FACILITY # = RRHU 0025, 0015, AND 0000

521 KM LINING = RCB

522 RD 4250 0.013 0.015 0 TRAP 11 0

*

523 KK UFR12

524 BA 0.423

525 PB 3.14

526 LS 0 74.8

527 UD 0.385

*

528 KK CUFR13N

529 KM COMBINE CUFR11 AND UFR12

530 KM HUALAPAI AND THE BELTWAY

531 HC 2

*

532 KK UFR13

533 BA 0.472

534 PB 3.17

535 LS 0 94.4

536 UD 0.372

*

1 HEC-1 INPUT PAGE 15

 

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

 

537 KK CUFR13

538 KM COMBINE CUFR8, CUFR13N, AND UFR13

539 HC 3

*

540 KK RCUFR13

541 KM ROUTE CUFR13 TO CUFR14

542 KM FACILITY = RED ROCK CHANNEL

543 KM FACILITY # = RRWA 0302, 0275, 0228, AND 0214

544 KM LINING = CONCRETE/RCB

545 RD 7000 0.02 0.015 0 TRAP 23 0

*

546 KK UFR14

547 BA 0.369

548 PB 3.03

549 LS 0 88.8

550 UD 0.438

*

551 KK CUFR14

552 KM COMBINE CUFR13 AND UFR14

553 HC 2

*

554 KK RCUFR14

555 KM ROUTE CUFR14 TO CUFR20

556 KM FACILITY = RED ROCK CHANNEL

557 KM FACILITY # = RRWA 0205

558 KM LINING = CONCRETE

559 RD 1000 0.018 0.015 0 TRAP 23 0

*

560 KK UFR15

561 BA 0.460

562 PB 3.21

563 LS 0 86.1

564 UD 0.368

*

565 KK RUFR15

566 KM ROUTE UFR15 THROUGH UFR17 TO CUFR17

567 KM SUMMERLIN VILLAGE 15 GOLF COURSE

568 KM LINING = GRASS

569 RD 5200 0.022 0.03 0 TRAP 20 3

*

570 KK UFR17

571 BA 0.231

572 PB 3.15

573 LS 0 85.5

574 UD 0.280

*

1 HEC-1 INPUT PAGE 16

 

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

 

575 KK CUFR17

576 KM COMBINE UFR15 AND UFR17

577 HC 2

*

578 KK RCUFR17

579 KM ROUTE CUFR17 THROUGH UFR19C TO CUFR19C

580 KM FACILITY = RED ROCK - NAPLES - NORTH BRANCH

581 KM FACILITY # = RRNN 0022, 0021, AND 0000

582 KM LINING = RCB

583 RD 2600 0.015 0.015 0 TRAP 10 0

*

584 KK R4E

585 BA 0.811

586 PB 3.26

587 LS 0 87.3

588 UD 0.240

*

589 KK R-R4E

590 KM ROUTE R4E THROUGH UFR16 TO CUFR16

591 KM SUMMERLIN VILLAGE 17 GOLF COURSE

592 KM LINING = GRASS

593 RD 7900 0.029 0.03 0 TRAP 20 3

*

594 KK UFR16

595 BA 0.407

596 PB 3.2

597 LS 0 92.3

598 UD 0.314

*

599 KK CUFR16

600 KM COMBINE R4E AND UFR16

601 HC 2

*

602 KK RCUFR16

603 KM ROUTE CUFR16 THROUGH UFR19A TO CUFR19A

604 KM SUMMERLIN VILLAGE 15 GOLF COURSE

605 KM LINING = GRASS

606 RD 2550 0.026 0.03 0 TRAP 20 3

*

607 KK UFR18

608 BA 0.368

609 PB 3.18

610 LS 0 92.0

611 UD 0.189

*

1 HEC-1 INPUT PAGE 17

 

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

 

612 KK RUFR18

613 KM ROUTE UFR18 THROUGH UFR19A TO CUFR19A

614 KM SUMMERLIN VILLAGE 15 GOLF COURSE

615 KM LINING = GRASS

616 RD 2050 0.027 0.03 0 TRAP 20 3

*

617 KK UFR19A

618 BA 0.165

619 PB 3.16

620 LS 0 85.1

621 UD 0.174

*

622 KK CUFR19A

623 KM COMBINE CUFR16, UFR18, AND UFR19A

624 HC 3

*

625 KKRCUFR19A

626 KM ROUTE CUFR19A THROUGH UFR19C TO CUFR19B

627 KM SUMMERLIN VILLAGE 15 GOLF COURSE

628 KM LINING = GRASS

629 RD 1650 0.024 0.03 0 TRAP 20 3

*

630 KK UFR19C

631 BA 0.307

632 PB 3.15

633 LS 0 87.6

634 UD 0.327

*

635 KKCUFR19BW

636 KM COMBINE CUFR19A AND UFR19C

637 HC 2

*

638 KK UFR19B

639 BA 0.193

640 PB 3.15

641 LS 0 87.5

642 UD 0.226

*

643 KK RUFR19B

644 KM ROUTE UFR19B THROUGH UFR19C TO CUFR19B

645 KM HUALAPAI WAY - FUTURE FACILITY FURTHER SOUTH

646 KM LINING = ASSUMED 60" RCP

647 RD 1200 0.007 0.013 0 CIRC 5

*

1 HEC-1 INPUT PAGE 18

 

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

 

648 KK CUFR19B

649 KM COMBINE CUFR19BW AND UFR19B

650 HC 2

*

651 KKRCUFR19B

652 KM ROUTE CUFR19B THROUGH UFR19C TO CUFR19C

653 KM FACILITY = RED ROCK - NAPLES - SOUTH BRANCH

654 KM FACILITY # = RRNS 0010 AND 0000

655 KM LINING = RCB

656 RD 1000 0.011 0.015 0 TRAP 14 0

*

657 KK CUFR19C

658 KM COMBINE CUFR17 AND CUFR19B

659 HC 2

*

660 KKRCUFR19C

661 KM ROUTE CUFR19C THROUGH UFR20 TO CUFR20

662 KM FACILITY = RED ROCK - NAPLES BRANCH

663 KM FACILITY # = RRNA 0097, 0089, 0056, 0032, 0022, 0007, AND 0000

664 KM LINING = CONCRETE

665 RD 5500 0.022 0.015 0 TRAP 16 0

*

666 KK UFR20

667 BA 0.379

668 PB 3.04

669 LS 0 91.6

670 UD 0.388

*

671 KK CUFR20W

672 KM COMBINE CUFR19C AND UFR20

673 HC 2

*

674 KK CUFR20

675 KM COMBINE CUFR14 AND CUFR20W

676 HC 2

*

677 KK RCUFR20

678 KM ROUTE CUFR20 TO CUFR24

679 KM FACILITY = RED ROCK CHANNEL

680 KM FACILITY # = RRWA 0165

681 KM LINING = CONCRETE

682 RD 950 0.014 0.015 0 TRAP 23 0

*

1 HEC-1 INPUT PAGE 19

 

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

 

683 KK UFR21

684 BA 0.514

685 PB 3.02

686 LS 0 78.9

687 UD 0.398

*

688 KK RUFR21

689 KM ROUTE UFR21 THROUGH UFR22 TO CUFR22

690 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

691 KM FACILITY # = RRFA 0143, 0130

692 KM LINING = RCP

693 RD 2020 0.02 0.013 0 CIRC 5

*

694 KK UFR22

695 BA 0.257

696 PB 3.02

697 LS 0 74.6

698 UD 0.359

*

699 KK CUFR22

700 KM COMBINE UFR21 AND UFR22

701 HC 2

*

702 KK RCUFR22

703 KM ROUTE CUFR22 THROUGH UFR23 TO CUFR23

704 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

705 KM FACILITY # = RRFA 0105, 0094, 0069

706 KM LINING = RCP 6.5' AND 7.0'

707 KM LINING = RCB 12' X 6'

708 RD 1850 0.008 0.013 0 CIRC 7

709 RD 1360 0.021 0.015 0 TRAP 12 0

*

710 KK UFR23

711 BA 0.302

712 PB 2.97

713 LS 0 79.5

714 UD 0.559

*

715 KK CUFR23

716 KM COMBINE CUFR22 AND UFR23

717 HC 2

*

1 HEC-1 INPUT PAGE 20

 

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

 

718 KK RCUFR23

719 KM ROUTE CUFR23 TO CUFR24

720 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

721 KM FACILITY # = RRFA 0058, 0038, 0015, AND 0000

722 KM LINING = RCB

723 RD 3290 0.016 0.015 0 TRAP 12 0

*

724 KK UFR24

725 BA 0.296

726 PB 3.02

727 LS 0 92.2

728 UD 0.331

*

729 KK CUFR24

730 KM COMBINE CUFR20, CUFR23, AND UFR24

731 HC 3

*

732 KK RCUFR24

733 KM ROUTE CUFR24 TO CUFR25

734 KM FACILITY = RED ROCK CHANNEL

735 KM FACILITY # = RRWA 0149, 0137, AND 0123

736 KM LINING = CONCRETE/RCB

737 RD 2210 0.007 0.015 0 TRAP 23 0

*

738 KK UFR25

739 BA 0.333

740 PB 3.01

741 LS 0 93.6

742 UD 0.347

*

743 KK CUFR25

744 KM COMBINE CUFR24 AND UFR25

745 HC 2

*

746 KK RCUFR25

747 KM ROUTE CUFR25 TO CUFR26

748 KM FACILITY = RED ROCK CHANNEL

749 KM FACILITY # = RRWA 0061

750 KM LINING = CONCRETE

751 RD 2650 0.009 0.015 0 TRAP 23 0

*

752 KK UFR26

753 BA 0.158

754 PB 2.91

755 LS 0 96.5

756 UD 0.212

*

1 HEC-1 INPUT PAGE 21

 

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

 

757 KK CUFR26

758 KM COMBINE CUFR25 AND UFR26

759 HC 2

*

760 KK RCUFR26

761 KM ROUTE CUFR26 TO CUFS5C

762 KM FACILITY = RED ROCK CHANNEL

763 KM FACILITY # = RRWA 0051 AND 0041

764 KM LINING = RCB/CONCRETE

765 RD 1850 0.011 0.015 0 TRAP 23 0

*

766 KK F2

767 BA 1.254

768 PB 3.21

769 LS 0 88.0

770 UD 0.565

* ============================================================

771 KK F2DB

772 KM F2 DEBRIS BASIN

773 KM FACILITY ID-MILE = FLF2 0137

774 KM STORAGE VOLUME = 4.5 ACRE-FEET

775 KO 3

776 RS 1 STOR -1

777 SV 0 22.953 28.444 34.637 40.82 48.496

778 SQ 0 39.24 579.62 1499.97 2605.68 5628.27

779 SE 2785.43 2802 2804 2806 2808 2810

* ============================================================

*

780 KK *DOUTF2

781 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

782 DT*D-F2OUT

783 DI 0 1600 2000 5000

784 DQ 0 0 400 3400

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

785 KK*NO_FLOW

786 KM ALL FLOW REMOVED

787 DT*REMOVED

788 DI 0 100000

789 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

1 HEC-1 INPUT PAGE 22

 

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

 

790 KK RF2

791 KM ROUTE OUTFLOW FROM F2DB TO CUFS1 IN F2 CHANNEL

792 KM FACILITY = F2 CHANNEL

793 KM FACILITY # = FLF2 0057

794 KM LINING = CONCRETE

795 RD 1800 0.040 0.015 0 TRAP 10 0

*

796 KK UFS1

797 BA 0.464

798 PB 3.18

799 LS 0 91.4

800 UD 0.200

*

801 KK CUFS1

802 KM COMBINE F2 AND UFS1

803 HC 2

*

804 KK RUFS1

805 KM ROUTE CUFS1 TO CUFS2

806 KM FACILITY = F2 CHANNEL

807 KM FACILITY # = FLF2 0041, 0038, 0010, 0006, AND 0000

808 KM LINING = CONCRETE

809 RD 1620 0.020 0.015 0 TRAP 13 0

*

810 KK UFS2

811 BA 0.244

812 PB 3.17

813 LS 0 91.0

814 UD 0.257

*

815 KK CUFS2

816 KM COMBINE CUFS1 AND UFS2

817 HC 2

*

818 KK F1A

819 BA 1.707

820 PB 3.27

821 LS 0 87.1

822 UD 0.497

*

823 KK RF1A

824 KM ROUTE F1A THROUGH UFS3 TO CUFS3

825 KM FUTURE CONCRETE

826 RD 5500 0.026 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 23

 

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

 

827 KK F1B

828 BA 2.576

829 PB 3.25

830 LS 0 87.4

831 UD 0.581

*

832 KK RF1B

833 KM ROUTE F1B THROUGH UFS3 TO CUFS3

834 KM FUTURE CONCRETE

835 RD 4400 0.022 0.015 0 TRAP 12 2

*

836 KK UFS3

837 BA 0.436

838 PB 3.21

839 LS 0 92.1

840 UD 0.185

*

841 KK CUFS3

842 KM COMBINE F1A, F1B, AND UFS3

843 KM INFLOW TO F1 DEBRIS BASIN

844 KO 3

845 HC 3

* ============================================================

846 KK F1DB

847 KM F1 DEBRIS BASIN

848 KM FACILITY ID-MILE = FLF1 0304

849 KM STORAGE VOLUME = 17 ACRE-FEET

850 KO 3

851 RS 1 STOR -1

852 SV 0 72.33 88.75 106.42 126.14 147.68 172.42

853 SQ 0 716.03 2180.91 3846.7 5889.2212584.3821547.60

854 SE 2893.70 2918 2920 2922 2924 2926 2928

* ============================================================

*

855 KK *DOUTF1

856 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

857 DT*D-F1OUT

858 DI 0 3100 3500 5000

859 DQ 0 0 400 1900

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

1 HEC-1 INPUT PAGE 24

 

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

 

860 KK*NO_FLOW

861 KM ALL FLOW REMOVED

862 DT*REMOVED

863 DI 0 100000

864 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

865 KK RCUFS3

866 KM ROUTE OUTFLOW FROM F1 DEBRIS BASIN TO CUFS4

867 KM ROUTE CUFS3 TO CUFS4

868 KM FACILITY = F1 CHANNEL

869 KM FACILITY # = FLF1 0240, 0236, 0171, 0167, AND 0161

870 KM LINING = CONCRETE

871 RD 3940 0.025 0.015 0 TRAP 13 0

*

872 KK USF3A

873 BA 0.094

874 PB 3.19

875 LS 0 92.1

876 UD 0.109

*

877 KK UFS4

878 BA 0.327

879 PB 3.16

880 LS 0 90.1

881 UD 0.323

*

882 KK CUFS4

883 KM COMBINE F1DB, CUFS3A, AND UFS4

884 HC 3

*

885 KK CF1F2

886 KM COMBINE CUFS2 AND CUFS4

887 KM TOTAL FLOW TO F1 AND F2 CHANNEL CONFLUENCE

888 HC 2

*

889 KK RCF1F2

890 KM ROUTE CF1F2 TO CUFS5B

891 KM FACILITY = F1 CHANNEL

892 KM FACILITY # = FLF1 0120, 0118, AND 0069

893 KM LINING = CONCRETE

894 RD 3000 0.02 0.015 0 TRAP 17 0

*

1 HEC-1 INPUT PAGE 25

 

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

 

895 KK UFS5A

896 BA 0.388

897 PB 3.06

898 LS 0 90.5

899 UD 0.335

*

900 KK RUFS5A

901 KM ROUTE UFS5A TO CUFS5B

902 KM FACILITY = FLAMINGO HACIENDA

903 KM FACILITY # = F1FA 0004, 0000

904 KM LINING = CONCRETE

905 RD 2020 0.004 0.015 0 TRAP 10 0

*

906 KK UFS5B

907 BA 0.265

908 PB 3.07

909 LS 0 90.2

910 UD 0.315

*

911 KK CUFS5BN

912 KM COMBINE UFS5A AND UFS5B

913 HC 2

*

914 KK CUFS5B

915 KM COMBINE CF1F2 AND CUFS5B

916 HC 2

*

917 KK RCUFS5B

918 KM ROUTE CUFS5B TO CUFS5C

919 KM FACILITY = F1 CHANNEL

920 KM FACILITY # = FLF1 0066, 0025, 0023, 0022, 0020, 0018, 0015, AND 0000

921 KM LINING = CONCRETE/RCB

922 RD 3560 0.023 0.015 0 TRAP 13 0

*

923 KK UFS5C

924 BA 0.119

925 PB 2.91

926 LS 0 95.9

927 UD 0.194

*

928 KK CUFS5CW

929 KM COMBINE CUFS5B AND UFS5C

930 HC 2

*

1 HEC-1 INPUT PAGE 26

 

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

 

931 KK CUFS5C

932 KM COMBINE CUFR26 AND CUFS5CW

933 HC 2

*

934 KK UFS6

935 BA 0.547

936 PB 3.09

937 LS 0 90.4

938 UD 0.395

*

939 KK RUFS6

940 KM ROUTE UFS6 TO CUFS8

941 KM FUTURE CONCRETE CHANNEL ALONG FORT APACHE ROAD

942 RD 1700 0.02 0.015 0 TRAP 12 2

*

943 KK UFS7

944 BA 0.538

945 PB 3.12

946 LS 0 84.5

947 UD 0.196

*

948 KK RUFS7

949 KM ROUTE UFS7 TO CUFS8

950 KM FUTURE CONCRETE CHANNEL

951 RD 2200 0.029 0.015 0 TRAP 12 2

*

952 KK UFS8

953 BA 0.449

954 PB 3.10

955 LS 0 79.9

956 UD 0.180

*

957 KK CUFS8

958 KM COMBINE UFS6, UFS7, AND UFS8

959 KM INFLOW TO F4 DEBRIS BASIN

960 HC 3

* ============================================================

961 KK F4DB

962 KM F4 DEBRIS BASIN

963 KM FACILITY ID-MILE = FLF4 0355

964 KM STORAGE VOLUME = 5.5 ACRE-FEET

965 KO 3

966 RS 1 STOR -1

967 SV 0 0.10 0.35 0.59 .85 1.36 2.01 2.82

968 SQ 0 0.03 0.098 1012.2 2703.8 4676.5 7180.7 10241.3

969 SE 2759.1 2760 2762 2764 2766 2768 2770 2772

* ============================================================

*

1 HEC-1 INPUT PAGE 27

 

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

 

970 KK *DOUTF4

971 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

972 DT*D-F4OUT

973 DI 0 1600 2000 5000

974 DQ 0 0 400 3400

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

975 KK*NO_FLOW

976 KM ALL FLOW REMOVED

977 DT*REMOVED

978 DI 0 100000

979 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

980 KKDT-F401DB

981 KM DIVERTED FLOW BETWEEN F4DB AND F401 BASINS FOR MODELING PURPOSES

982 KM TOTAL TRIB AREA FOR BOTH BASINS IS 1.53 SQ. MI.

983 KM F401 BASIN TRIB AREA IS 0.24 SQ. MI. OR 16% OF TOTAL AREA.

984 KM CALCULATED OUTFLOW FOR F4DB USING ASSOICATED DARF IS 1501 CFS.

985 KM 84% OF 1501 CFS OR 1260 CFS HAS BEEN DIVERTED SO THAT F401 BASIN

986 KM RECIEVES INFLOW CALCULATED IN VTN'S DRAINAGE STUDY FOR KB HOMES.

987 KM DRAINAGE STUDY IS REFERENCED AS "ADDENDUM #1 UPDATE TO THE

988 KM TECHNICAL DRAINAGE STUDY FOR FORT APACHE TEMPORARY ACCESS ROAD,

989 KM DATED OCTOBER 2004, TABLE 3 - PMF SUMMARY - FORT APACHE DETENTION

990 KM BASIN - FUTURE DESIGN CONDITION

991 KM BASIN NAMED CHANGED SINCE FORT APACHE DETENTION BASIN EXISTS IN

992 KM NORTHERN WATERSHED

993 DT DT-F4DB

994 DI 0 100 1501 10000

995 DQ 0 84 1260 8400

* ============================================================

996 KK F401DB

997 KM FACILITY = KB DETENTION BASIN

998 KM FACILITY # = F401 0003

999 KM STORAGE VOLUME (INTERIM) = 20.2 AC FT (NO SEDIMENT ALLOWANCE)

1000 KM STORAGE VOLUME (FUTURE) = 9.5 AC FT (INCLUDES 2.4 AC FT FOR SEDIMENT)

1001 KM OUTLET = 60" RCP W/ 50" ORIFICE

1002 KM DESIGN DISCHARGE (INTERIM) = 1624 CFS

1003 KM DESIGN DISCHARGE (FUTURE) = 157 CFS

1004 KM REFERENCE DRAINAGE STUDY WAS PERFORMED BY VTN

1005 KM "ADDENDUM #1 UPDATE TO THE TECHNICAL DRAINAGE STUDY FOR FORT

1006 KM APACHE TEMPORARY ACCESS ROAD, DATED OCTOBER 2004"

1007 KO 3

1008 RS 1 STOR -1

1 HEC-1 INPUT PAGE 28

 

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

 

1009 SV 0 0.37 1.36 2.66 4.1 5.72 7.55 9.6 11.89 14.51

1010 SV 17.54 21.03 25.04 29.63 34.83 40.68 47.25

1011 SQ 0 24 49 73 97 121 141 158 173 187

1012 SQ 200 212 224 235 245 256 265

1013 SE 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765

1014 SE 2766 2767 2768 2769 2770 2771 2772

* ============================================================

1015 KK DT-F4DB

1016 KM RETRIEVE DT-F4DB

1017 DR DT-F4DB

*

1018 KK CF401DB

1019 KM SEE PREVIOUS NOTE FOR "DT-F401DB" FOR DESCRIPTION FOR

1020 KM CALCULATING FLOW DIVERSION

1021 HC 2

*

1022 KK RCUFS8

1023 KM ROUTE OUTFLOW FROM F401 DETENTION BASIN TO CUFS9

1024 KM FACILITY = F4 CHANNEL

1025 KM FACILITY # = FLF4 0321, 0320, 0276, 0271, 0248, AND 0136

1026 KM LINING = CONCRETE

1027 RD 3111 0.02 0.015 0 TRAP 14 0

*

1028 KK UFS9

1029 BA 0.367

1030 PB 3.04

1031 LS 0 88.5

1032 UD 0.184

*

1033 KK CUFS9

1034 KM COMBINE CUFS8 AND UFS9

1035 KM F4 CHANNEL

1036 HC 2

*

1037 KK RCUFS9

1038 KM ROUTE CUFS9 TO CUFS12

1039 KM FACILITY = F4 CHANNEL

1040 KM FACILITY # = FLF4 0136

1041 KM LINING = CONCRETE

1042 RD 3250 0.020 0.015 0 TRAP 14 0

*

1043 KK UFS12

1044 BA 0.273

1045 PB 3.06

1046 LS 0 90.2

1047 UD 0.402

*

1 HEC-1 INPUT PAGE 29

 

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

 

1048 KK CUFS12

1049 KM COMBINE CUFS9 AND UFS12

1050 HC 2

*

1051 KK RCUFS12

1052 KM ROUTE CUFS12 TO CUFS13

1053 KM FACILITY = F4 CHANNEL

1054 KM FACILITY # = FLF4 0136, 0115, AND 0103

1055 KM LINING = CONCRETE

1056 RD 2280 0.020 0.015 0 TRAP 14 0

*

1057 KK UFS13

1058 BA 0.380

1059 PB 3.08

1060 LS 0 91.0

1061 UD 0.327

*

1062 KK F3A

1063 BA 1.050

1064 PB 3.17

1065 LS 0 87.4

1066 UD 0.291

*

1067 KK RF3A

1068 KM ROUTE F3A TO CUFS11

1069 KM FUTURE CONCRETE CHANNEL ALONG HUALAPAI AND SUNSET

1070 RD 4800 0.023 0.015 0 TRAP 12 2

*

1071 KK UFS10

1072 BA 0.334

1073 PB 3.15

1074 LS 0 91.9

1075 UD 0.360

*

1076 KK UFS11

1077 BA 0.507

1078 PB 3.13

1079 LS 0 87.4

1080 UD 0.204

*

1081 KK CUFS11

1082 KM COMBINE F3A, UFS10, AND UFS11

1083 HC 3

*

1 HEC-1 INPUT PAGE 30

 

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

 

1084 KK RCUFS11

1085 KM ROUTE CUFS11 TO CUFS13S

1086 KM FACILITY # = FLF3 0103, 0088, 0077, 0064, 0026, 0022, AND 0016

1087 RD 4000 0.01 0.015 0 TRAP 60 0

*

1088 KK CUFS13S

1089 KM COMBINE RCUFS11 AND UFS13

1090 HC 2

*

* ** ROUTING COMMAND STARRED OUT DUE TO INSTABILITY ISSUES **

* KK RCUFS13S

* KM ROUTE CUFS13S TO CCUFS12

* KM FACILITY # = FLF3 0014 AND 0000

* RD 210 0.015 0.015 0 TRAP 20 0

*

1091 KK CCUFS12

1092 KM COMBINE CUFS13S AND RCUFS12

1093 HC 2

*

1094 KKRCCUFS12

1095 KM ROUTE CCUFS12 TO CUFS15

1096 KM FACILITY # = FLF4 0072 AND 0071

1097 RD 1705 0.011 0.015 0 TRAP 22 0

*

1098 KK UFS14

1099 BA 0.426

1100 PB 3.15

1101 LS 0 91.8

1102 UD 0.326

*

1103 KK RUFS14

1104 KM ROUTE UFS14 TO CUFS15

1105 KM FUTURE CONCRETE CHANNEL ALONG PATRICK LANE

1106 RD 5700 0.018 0.015 0 TRAP 12 2

*

1107 KK UFS15

1108 BA 0.560

1109 PB 3.04

1110 LS 0 92.4

1111 UD 0.437

*

1112 KK CUFS15W

1113 KM COMBINE UFS14 AND UFS15

1114 HC 2

*

1 HEC-1 INPUT PAGE 31

 

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

 

1115 KK CUFS15

1116 KM COMBINE CUFS15W AND RCCUFS12

1117 KM CONFLUENCE OF FACILITIES FLOQ 0000 AND FLF4

1118 HC 2

*

1119 KK RCUFS15

1120 KM ROUTE CUFS15 TO CUFS18

1121 KM FACILITY = F4 CHANNEL

1122 KM FACILITY # = FLF4 0063, 0058, AND 0050

1123 KM LINING = CONCRETE

1124 RD 1080 0.001 0.015 0 TRAP 28 2

*

1125 KK UFS16

1126 BA 0.445

1127 PB 2.95

1128 LS 0 90.6

1129 UD 0.431

*

1130 KK RUFS16

1131 KM ROUTE UFS16 TO CUFS18

1132 KM BELTWAY FACILITY

1133 KM LINING = CONCRETE

1134 RD 4700 0.015 0.015 0 TRAP 12 2

*

1135 KK UFS17

1136 BA 0.338

1137 PB 2.95

1138 LS 0 95.5

1139 UD 0.247

*

1140 KK CUFS18S

1141 KM COMBINE UFS16 AND UFS17

1142 HC 2

*

1143 KK UFS18

1144 BA 0.255

1145 PB 2.92

1146 LS 0 96.2

1147 UD 0.191

*

1148 KK CUFS18

1149 KM COMBINE CUFS15, CUFS18S AND UFS18

1150 KM F4 CHANNEL

1151 HC 3

*

1 HEC-1 INPUT PAGE 32

 

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

 

1152 KK RCUFS18

1153 KM ROUTE CUFS18 TO CUFS19 IN F4 CHANNEL

1154 KM FACILITY = F4 CHANNEL

1155 KM FACILITY # = FLF4 0014, 0013, AND 0000

1156 KM LINING = CONCRETE

1157 RD 3210 0.006 0.015 0 TRAP 10 2

*

1158 KK UFS19

1159 BA 0.354

1160 PB 2.87

1161 LS 0 95.8

1162 UD 0.382

*

1163 KK CUFS19S

1164 KM COMBINE CUFS18 AND UFS19

1165 HC 2

*

1166 KK CUFS19

1167 KM COMBINE CUFS5C AND CUFS19S

1168 KM RED ROCK CHANNEL

1169 HC 2

*

1170 KK RCUFS19

1171 KM ROUTE CUFS19 TO CUFS21

1172 KM FACILITY = RED ROCK CHANNEL

1173 KM FACILITY # = RRWA 0017, 0006, AND 0005

1174 KM LINING = CONCRETE

1175 RD 1210 0.02 0.015 0 TRAP 28 0

*

1176 KK UFS20

1177 BA 0.344

1178 PB 2.81

1179 LS 0 96.4

1180 UD 0.457

*

1181 KK UFS21

1182 BA 0.360

1183 PB 2.83

1184 LS 0 95.2

1185 UD 0.411

*

1186 KK CUFS21

1187 KM COMBINE CUFS19, UFS20, AND UFS21

1188 KM RED ROCK CHANNEL

1189 HC 3

*

* ** ROUTING COMMAND STARRED OUT DUE TO INSTABILITY ISSUES **

* KK RCUFS21

* KM ROUTE CUFS21 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

* KM FACILITY = RED ROCK CHANNEL

* KM FACILITY # = RRWA 0000

* KM LINING = CONCRETE

* RD 270 0.012 0.015 0 TRAP 28 0

*

1 HEC-1 INPUT PAGE 33

 

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

 

1190 KK UFS22

1191 BA 0.255

1192 PB 2.85

1193 LS 0 78.1

1194 UD 0.324

*

1195 KK RUFS22

1196 KM ROUTE UFS22 TO CUFS23 IN DURANGO DRIVE

1197 KM FACILITY = DURANGO COLLECTOR

1198 KM FACILITY # = FLDR 0179

1199 KM LINING = RCP

1200 RD 1810 0.009 0.013 0 CIRC 5

*

1201 KK UFS23

1202 BA 0.20

1203 PB 2.82

1204 LS 0 77.3

1205 UD 0.425

*

1206 KK CUFS23

1207 KM COMBINE RCUS22 AND UFS23

1208 HC 2

*

1209 KK RCUFS23

1210 KM ROUTE CUFS23 TO CUFS23-1 IN DURANGO DR

1211 KM FACILITY = DURANGO COLLECTOR

1212 KM FACILITY # = FLDR 0169 AND 0164

1213 KM LINING = RCP/RCB

1214 RD 900 0.009 0.013 0 CIRC 7

*

1215 KK UFS23-1

1216 BA 0.312

1217 PB 2.87

1218 LS 0 80.4

1219 UD 0.418

*

1220 KKCUFS23-1

1221 KM COMBINE RCUFS23 AND UFS23-1

1222 HC 2

*

1223 KKRCUFS23-1

1224 KM ROUTE CUFS23-1 TO CUFS24 IN DURANGO DRIVE

1225 KM FACILITY = DURANGO COLLECTOR

1226 KM FACILITY # = FLDR 0114

1227 KM LINING = RCB

1228 RD 2700 0.006 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 34

 

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

 

1229 KK UFS24

1230 BA 0.516

1231 PB 2.84

1232 LS 0 81.3

1233 UD 0.429

*

1234 KK CUFS24

1235 KM COMBINE CUFS23 AND UFS24

1236 HC 2

*

1237 KK RCUFS24

1238 KM ROUTE CUFS24 TO CUFS25 IN DURANGO DRIVE

1239 KM FACILITY = DURANGO COLLECTOR

1240 KM FACILITY # = FLDR 0064

1241 KM LINING = RCB

1242 RD 2700 0.01 0.015 0 TRAP 12 0

*

1243 KK UFS25

1244 BA 0.448

1245 PB 2.83

1246 LS 0 80.0

1247 UD 0.397

*

1248 KK CUFS25

1249 KM COMBINE CUFS24 AND UFS25

1250 HC 2

*

1251 KK RCUFS25

1252 KM ROUTE CUFS25 TO CUFS26 IN DURANGO DRIVE

1253 KM FACILITY = DURANGO COLLECTOR

1254 KM FACILITY # = FLDR 0026

1255 KM LINING = RCB

1256 RD 2700 0.009 0.015 0 TRAP 12 0

*

1257 KK UFS26

1258 BA 0.211

1259 PB 2.8

1260 LS 0 75.6

1261 UD 0.260

*

1262 KK CUFS26

1263 KM COMBINE CUFS25 AND UFS26

1264 HC 2

*

1 HEC-1 INPUT PAGE 35

 

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

 

1265 KK RCUFS26

1266 KM ROUTE CUFS26 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

1267 KM FACILITY = DURANGO COLLECTOR

1268 KM FACILITY # = FLDR 0000

1269 KM LINING = RCB

1270 RD 1600 0.007 0.015 0 TRAP 12 0

*

1271 KK UFS27

1272 BA 0.375

1273 PB 2.77

1274 LS 0 96.6

1275 UD 0.361

*

1276 KK RUFS27

1277 KM ROUTE UFS27 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

1278 KM FACILITY = FLAMINGO - CIMMARON BRANCH

1279 KM FACILITY # = FLCM 0000

1280 KM LINING = RCP

1281 RD 4450 0.013 0.013 0 CIRC 6.5

*

1282 KK UFS28

1283 BA 0.488

1284 PB 2.77

1285 LS 0 85.5

1286 UD 0.426

*

1287 KK CUFS28

1288 KM COMBINE CUFS21, CUFS26, UFS27 AND UFS28

1289 KM INFLOW TO UPPER FLAMINGO DETENTION BASIN

1290 KO 3

1291 HC 4

* ============================================================

1292 KK UPFLDB

1293 KM UPPER FLAMINGO DETENTION BASIN

1294 KM SSD REVISED FOR 2008 MPU PER USACE EXPANSION

1295 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

1296 KM FACILITY ID-MILE = FLWA 1444

1297 KM STORAGE VOLUME = 1340 ACRE-FEET

1298 KM OUTLET = 3.5'H x 3.5'W RCB

1299 KM 100-YR DISCHARGE = 290 CFS

1300 KM SPILLWAY LENGTH = 884' (LABYRINTH SPILLWAY)

1301 KM SPILLWAY CREST ELEVATION = 2470.5 FT NGVD

1302 KM PMF DISCHARGE = 66,000 CFS

1303 KM TOP OF DAM ELEVATION = 2480 FT NGVD

1304 KO 3

1305 RS 1 STOR -1

1306 SV 0 12 34 83 171 306 493 715 955 1204

1307 SV 1460 1723 1791 1858 1993 2132 2270 2553 2843 3142

1308 SQ 0 88 122 147 169 189 206 223 238 252

1 HEC-1 INPUT PAGE 36

 

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

 

1309 SQ 265 278 281 2289 6490 12596 20102 37414 55624 71035

1310 SE 2446 2450 2452 2454 2456 2458 2460 2462 2464 2466

1311 SE 2468 2470 2470.5 2471 2472 2473 2474 2476 2478 2480

* ============================================================

*

1312 KK *DOUTUF

1313 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

1314 DT*D-UFOUT

1315 DI 0 290 2000 5000 10000

1316 DQ 0 0 1710 4710 9710

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

1317 KK*NO_FLOW

1318 KM ALL FLOW REMOVED

1319 DT*REMOVED

1320 DI 0 100000

1321 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

1322 KK RUPFLDB

1323 KM ROUTE OUTFLOW FROM UPPER FLAMINGO DETENTION BASIN TO CTD3

1324 KM FACILITY = FLAMINGO WASH

1325 KM FACILITY # = FLWA 1381, 1379, 1377; AND FLTR 0347

1326 KM LINING = GABION RIPRAP

1327 RD 3350 0.010 0.025 0 TRAP 20 2

*

1328 KK TD1

1329 BA 0.439

1330 PB 2.77

1331 LS 0 92.6

1332 UD 0.402

*

1333 KK RTD1

1334 KM ROUTE TD1 TO CTD2

1335 KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

1336 KM FACILITY # = FLSB 0104 AND 0053

1337 KM LINING = RCB

1338 RD 2600 0.014 0.015 0 TRAP 9 0

*

1 HEC-1 INPUT PAGE 37

 

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

 

1339 KK TD2

1340 BA 0.281

1341 PB 2.77

1342 LS 0 90.9

1343 UD 0.346

*

1344 KK CTD2

1345 KM COMBINE TD1 AND TD2

1346 HC 2

*

1347 KK RCTD2

1348 KM ROUTE CTD2 TO CTD3

1349 KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

1350 KM FACILITY # = FLSB 0010 AND 0000

1351 KM LINING = RCB

1352 RD 2650 0.014 0.015 0 TRAP 9 0

*

1353 KK TD3

1354 BA 0.295

1355 PB 2.77

1356 LS 0 81.5

1357 UD 0.353

*

1358 KK CTD3S

1359 KM COMBINE CTD2 AND TD3

1360 HC 2

*

1361 KK CTD3

1362 KM COMBINE UPFLDB AND CTD3S

1363 HC 2

*

1364 KK RCTD3

1365 KM ROUTE CTD3 TO CTD7

1366 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1367 KM FACILITY # = FLTR 0343, 0341, 0320, 0303, 0300,

1368 KM FACILITY # = FLTR 0264, 0263, 0233, AND 0231

1369 KM LINING = CONCRETE

1370 RD 6185 0.007 0.015 0 TRAP 20 0

*

1371 KK TD7

1372 BA 0.296

1373 PB 2.77

1374 LS 0 91.5

1375 UD 0.562

*

1 HEC-1 INPUT PAGE 38

 

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

 

1376 KK CTD7W

1377 KM COMBINE CTD3 AND TD7

1378 HC 2

*

1379 KK TD4

1380 BA 0.263

1381 PB 2.77

1382 LS 0 95.9

1383 UD 0.365

*

1384 KK RTD4

1385 KM ROUTE TD4 TO CTD5

1386 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1387 KM FACILITY # = FLRB 0062

1388 KM LINING = RCP

1389 RD 2650 0.011 0.013 0 CIRC 8

*

1390 KK TD5

1391 BA 0.518

1392 PB 2.77

1393 LS 0 95.6

1394 UD 0.447

*

1395 KK CTD5

1396 KM COMBINE TD4 AND TD5

1397 HC 2

*

1398 KK RCTD5

1399 KM ROUTE CTD5 TO CTD6

1400 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1401 KM FACILITY # = FLRB 0050

1402 KM LINING = CONCRETE

1403 RD 2650 0.01 0.015 0 TRAP 12 2

*

1404 KK TD6

1405 BA 0.512

1406 PB 2.77

1407 LS 0 91.3

1408 UD 0.454

*

1409 KK CTD6

1410 KM COMBINE CTD5 AND TD6

1411 HC 2

*

1 HEC-1 INPUT PAGE 39

 

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

 

1412 KK RCTD6

1413 KM ROUTE CTD6 TO CTD7

1414 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1415 KM FACILITY # = FLRB 0000

1416 KM LINING = CONCRETE

1417 RD 650 0.006 0.015 0 TRAP 12 2

*

1418 KK CTD7

1419 KM COMBINE CTD6 AND CTD7W

1420 HC 2

*

1421 KK RCTD7

1422 KM ROUTE CTD7 TO CTD11

1423 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1424 KM FACILITY # = FLTR 0181, 0180, 0127, 0125

1425 KM LINING = CONCRETE

1426 RD 5540 0.013 0.015 0 TRAP 20 0

*

1427 KK TD8

1428 BA 0.288

1429 PB 2.77

1430 LS 0 96.0

1431 UD 0.377

*

1432 KK RTD8

1433 KM ROUTE TD8 TO CTD9 IN JONES BLVD

1434 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1435 KM FACILITY # = FLJO 0076

1436 KM LINING = RCP

1437 RD 2650 0.008 0.013 0 CIRC 8

*

1438 KK TD9

1439 BA 0.504

1440 PB 2.77

1441 LS 0 89.5

1442 UD 0.433

*

1443 KK CTD9

1444 KM COMBINE TD8 AND TD9

1445 HC 2

*

1446 KK RCTD9

1447 KM ROUTE CTD9 TO CTD10 IN JONES BLVD

1448 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1449 KM FACILITY # = FLJO 0076 AND 0000

1450 KM LINING = RCP/RCB

1451 RD 2000 0.008 0.015 0 TRAP 12

*

1 HEC-1 INPUT PAGE 40

 

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

 

1452 KK TD10

1453 BA 0.371

1454 PB 2.77

1455 LS 0 88.3

1456 UD 0.414

*

1457 KK CTD10

1458 KM COMBINE CTD9 AND TD10

1459 HC 2

*

1460 KK RCTD10

1461 KM ROUTE CTD10 TO CTD11 IN JONES BLVD

1462 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1463 KM FACILITY # = FLJO 0000

1464 KM LINING = RCB

1465 RD 1950 0.011 0.015 0 TRAP 12

*

1466 KK TD11

1467 BA 0.294

1468 PB 2.77

1469 LS 0 89.2

1470 UD 0.398

*

1471 KK CTD11S

1472 KM COMBINE CTD10 AND TD11

1473 HC 2

*

1474 KK CTD11

1475 KM COMBINE CTD7 AND CTD11S

1476 HC 2

*

1477 KK RCTD11

1478 KM ROUTE CTD11 TO CTD13 IN FLAMINGO DIVERSION CHANNEL

1479 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1480 KM FACILITY # = FLTR 0078, 0076, 0065, 0046, 0044, 0025,

1481 KM FACILITY # = FLTR 0020, 0015, AND 0014

1482 KM LINING = CONCRETE

1483 RD 5915 0.001 0.015 0 TRAP 13 2

*

1484 KK TD13

1485 BA 0.370

1486 PB 2.77

1487 LS 0 90.0

1488 UD 0.566

*

1 HEC-1 INPUT PAGE 41

 

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

 

1489 KK CTD13N

1490 KM COMBINE CTD11 AND TD13

1491 HC 2

*

1492 KK TD12

1493 BA 0.426

1494 PB 2.77

1495 LS 0 89.7

1496 UD 0.475

*

1497 KK CTD13

1498 KM COMBINE CTD13N AND TD12

1499 HC 2

*

1500 KK RCTD13

1501 KM ROUTE CTD13 TO CTD16 IN FLAMINGO DIVERSION CHANNEL

1502 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1503 KM FACILITY # = FLTR 0000

1504 KM LINING = CONCRETE

1505 RD 2450 0.001 0.015 0 TRAP 26 0

*

* BEGIN WATERSHED TO BLUE DIAMOND DETENTION BASIN

*

1506 KK B503A

1507 BA 0.919

1508 PB 3.32

1509 LS 0 86.7

1510 UD 0.152

*

1511 KK RB503A

1512 KM ROUTE B503A THROUGH BD1 TO CBD1

1513 KM FUTURE CONCRETE CHANNEL

1514 RD 4350 0.063 0.015 0 TRAP 12 2

*

1515 KK BD1

1516 BA 0.385

1517 PB 3.3

1518 LS 0 92.0

1519 UD 0.165

*

1520 KK CBD1

1521 KM COMBINE B503A AND BD1

1522 HC 2

*

1 HEC-1 INPUT PAGE 42

 

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

 

1523 KK RCBD1

1524 KM ROUTE CBD1 TO CBD2

1525 KM FUTURE CONCRETE CHANNEL

1526 RD 2750 0.036 0.015 0 TRAP 12 2

*

1527 KK BD2

1528 BA 0.426

1529 PB 3.27

1530 LS 0 91.5

1531 UD 0.174

*

1532 KK CBD2

1533 KM COMBINE CBD1 AND BD2

1534 HC 2

*

1535 KK RCBD2

1536 KM ROUTE CBD2 TO CBD3

1537 KM FUTURE CONCRETE CHANNEL

1538 RD 4400 0.019 0.015 0 TRAP 12 2

*

1539 KK BD3

1540 BA 0.447

1541 PB 3.25

1542 LS 0 92.0

1543 UD 0.243

*

1544 KK CBD3

1545 KM COMBINE CBD2 AND BD3

1546 HC 2

*

1547 KK RCBD3

1548 KM ROUTE CBD3 TO CBD5

1549 KM FUTURE CONCRETE CHANNEL

1550 RD 2900 0.015 0.015 0 TRAP 15 2

*

1551 KK BD4

1552 BA 0.407

1553 PB 3.29

1554 LS 0 92.1

1555 UD 0.318

*

1 HEC-1 INPUT PAGE 43

 

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

 

1556 KK RBD4

1557 KM ROUTE BD4 TO CBD5

1558 KM FUTURE CONCRETE CHANNEL

1559 RD 2200 0.025 0.015 0 TRAP 12 2

*

1560 KK BD5

1561 BA 0.350

1562 PB 3.26

1563 LS 0 92.5

1564 UD 0.226

*

1565 KK CBD5

1566 KM COMBINE CBD3, BD4, AND BD5

1567 HC 3

*

1568 KK RCBD5

1569 KM ROUTE CBD5 TO CBD6

1570 KM FUTURE CONCRETE CHANNEL

1571 RD 4500 0.017 0.015 0 TRAP 15 2

*

1572 KK BD6

1573 BA 0.434

1574 PB 3.25

1575 LS 0 92.7

1576 UD 0.268

*

1577 KK CBD6

1578 KM COMBINE CBD5 AND BD6

1579 HC 2

*

1580 KK RCBD6

1581 KM ROUTE CBD6 TO CBD16

1582 KM NATURAL WASH - BLUE DIAMOND

1583 KM FACILITY # = TRBD 0950

1584 RD 4050 0.015 0.04 0 TRAP 100 4

*

1585 KK B73A

1586 BA 2.697

1587 PB 3.4

1588 LS 0 86.5

1589 UD 0.587

*

1 HEC-1 INPUT PAGE 44

 

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

 

1590 KK RB73A

1591 KM ROUTE B73A THROUGH BD7 TO CBD7

1592 KM FUTURE CONCRETE CHANNEL

1593 RD 4400 0.023 0.015 0 TRAP 12 2

*

1594 KK BD7

1595 BA 0.388

1596 PB 3.32

1597 LS 0 89.1

1598 UD 0.186

*

1599 KK CBD7

1600 KM COMBINE B73A AND BD7

1601 HC 2

*

1602 KK RCBD7

1603 KM ROUTE CBD7 THROUGH BD8 TO CBD8

1604 KM FUTURE CONCRETE CHANNEL

1605 RD 1400 0.022 0.015 0 TRAP 12 2

*

1606 KK B503D

1607 BA 0.151

1608 PB 3.34

1609 LS 0 87.0

1610 UD 0.137

*

1611 KK RB503D

1612 KM ROUTE B503D THROUGH BD8 TO CBD9

1613 KM FUTURE CONCRETE CHANNEL

1614 RD 5050 0.03 0.015 0 TRAP 12 2

*

1615 KK BD8

1616 BA 0.424

1617 PB 3.31

1618 LS 0 88.1

1619 UD 0.202

*

1620 KK BD9

1621 BA 0.213

1622 PB 3.31

1623 LS 0 88.2

1624 UD 0.260

*

1 HEC-1 INPUT PAGE 45

 

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

 

1625 KK CBD9

1626 KM COMBINE CBD7, B503D, BD8, AND BD9

1627 HC 4

*

1628 KK RCBD9

1629 KM ROUTE CBD9 TO CBD10

1630 KM FUTURE CONCRETE CHANNEL

1631 RD 6600 0.021 0.015 0 TRAP 15 2

*

1632 KK BD10

1633 BA 0.529

1634 PB 3.27

1635 LS 0 91.0

1636 UD 0.487

*

1637 KK CBD10

1638 KM COMBINE CBD9 AND BD10

1639 HC 2

*

1640 KK RCBD10

1641 KM ROUTE CBD10 THROUGH BD16 TO CBD16

1642 KM FUTURE CONCRETE CHANNEL

1643 RD 5450 0.018 0.015 0 TRAP 15 2

*

1644 KK B502

1645 BA 27.827

1646 PB 3.65

1647 LS 0 87.8

1648 UD 1.306

*

1649 KK RB502

1650 KM ROUTE B502 THROUGH B503C TO CB503C

1651 KM NATURAL WASH

1652 KM MUSKINGUM ROUTING UNSTABLE

1653 RD 2150 0.024 0.04 0 TRAP 100 2

*

1654 KK B503C

1655 BA 0.236

1656 PB 3.34

1657 LS 0 84.1

1658 UD 0.14

*

1 HEC-1 INPUT PAGE 46

 

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

 

1659 KK CB503C

1660 KM COMBINE B502 AND B503C

1661 HC 2

*

1662 KK RCB503C

1663 KM ROUTE CB503C THROUGH BD11 TO CBD11

1664 KM FUTURE CONCRETE CHANNEL

1665 RD 6600 0.025 0.015 0 TRAP 100 2

*

1666 KK BD11

1667 BA 0.378

1668 PB 3.31

1669 LS 0 84.8

1670 UD 0.342

*

1671 KK CBD11

1672 KM COMBINE CB503C AND BD11

1673 HC 2

*

1674 KK BD12

1675 BA 0.500

1676 PB 3.32

1677 LS 0 91.7

1678 UD 0.136

*

1679 KK RCBD12

1680 KM ROUTE CBD12 THROUGH BD13 TO CBD13

1681 KM FUTURE CONCRETE CHANNEL

1682 RD 3750 0.022 0.015 0 TRAP 12 2

*

1683 KK B71

1684 BA 6.190

1685 PB 3.81

1686 LS 0 87.4

1687 UD 0.822

*

1688 KK RB71

1689 KM ROUTE B71 TO CB501

1690 KM NATURAL WASH

1691 KM TRAVEL LENGTH = 2,800

1692 KM SLOPE = 1.4%

1693 KM N = 0.040

1694 KM HYDRAULIC RADIUS = 1.5

1695 KM VELOCITY = 9.4

1696 RM 1 0.083 0.15

*

1 HEC-1 INPUT PAGE 47

 

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

 

1697 KK B501

1698 BA 8.057

1699 PB 3.74

1700 LS 0 87.4

1701 UD 0.529

*

1702 KK CB501

1703 KM COMBINE B71 AND B501

1704 HC 2

*

1705 KK RCB501

1706 KM ROUTE CB501 THROUGH B72 TO CB72

1707 KM NATURAL WASH

1708 KM TRAVEL LENGTH = 18,200

1709 KM SLOPE = 1.6%

1710 KM N = 0.040

1711 KM HYDRAULIC RADIUS = 1.5

1712 KM VELOCITY = 9.8

1713 RM 6 0.517 0.15

*

1714 KK B72

1715 BA 12.40

1716 PB 3.39

1717 LS 0 87.0

1718 UD 1.066

*

1719 KK CB72

1720 KM COMBINE CB501 AND B72

1721 HC 2

*

1722 KK RCB72

1723 KM ROUTE CB72 THROUGH B503B TO CB503B

1724 KM NATURAL WASH

1725 KM TRAVEL LENGTH = 1,850

1726 KM SLOPE = 1.8%

1727 KM N = 0.040

1728 KM HYDRAULIC RADIUS = 1.5

1729 KM VELOCITY = 10.3

1730 RM 1 0.05 0.15

*

1731 KK B503B

1732 BA 0.298

1733 PB 3.34

1734 LS 0 85.6

1735 UD 0.063

*

1 HEC-1 INPUT PAGE 48

 

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

 

1736 KK CB503B

1737 KM COMBINE CB72 AND B503B

1738 HC 2

*

1739 KK RCB503B

1740 KM ROUTE CB503B THROUGH BD13 TO CBD13

1741 KM FUTURE CONCRETE CHANNEL

1742 RD 1850 0.018 0.015 0 TRAP 50 2

*

1743 KK BD13

1744 BA 0.523

1745 PB 3.31

1746 LS 0 87.1

1747 UD 0.323

*

1748 KK CBD13

1749 KM COMBINE CBD11, BD12, CB503B, AND BD13

1750 HC 4

*

1751 KK RCBD13

1752 KM ROUTE CBD13 THROUGH BD14 TO CBD14

1753 KM NATURAL WASH = TRBD 0950

1754 KM TRAVEL LENGTH = 7300 FT

1755 KM SLOPE = 1.6%

1756 KM N = 0.040

1757 KM HYDRAULIC RADIUS = 1.5

1758 KM VELOCITY = 9.9

1759 RM 2 0.205 0.15

*

1760 KK BD14

1761 BA 0.520

1762 PB 3.27

1763 LS 0 89.1

1764 UD 0.287

*

1765 KK CBD14

1766 KM COMBINE CBD13 AND BD14

1767 HC 2

*

1768 KK RCBD14

1769 KM ROUTE CBD14 THROUGH BD16 TO CBD16

1770 KM NATURAL WASH = TRBD 0950

1771 KM TRAVEL LENGTH = 4100 FT

1772 KM SLOPE = 1.6%

1773 KM N = 0.040

1774 KM HYDRAULIC RADIUS = 1.5

1775 KM VELOCITY = 9.9

1 HEC-1 INPUT PAGE 49

 

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

 

1776 RM 1 0.115 0.15

*

1777 KK BD15

1778 BA 0.208

1779 PB 3.26

1780 LS 0 86.9

1781 UD 0.213

*

1782 KK RBD15

1783 KM ROUTE BD15 THROUGH BD16 TO CBD16

1784 KM FUTURE CONCRETE CHANNEL

1785 RD 4250 0.022 0.015 0 TRAP 12 2

*

1786 KK BD16

1787 BA 0.488

1788 PB 3.22

1789 LS 0 89.5

1790 UD 0.316

*

1791 KK CBD16

1792 KM COMBINE CBD6, CBD10, CBD14, BD15, AND BD16

1793 HC 5

*

1794 KK RCBD16

1795 KM ROUTE CBD16 THROUGH BD20 TO CBD20

1796 KM NATURAL WASH = TRBD 0950

1797 KM TRAVEL LENGTH = 2550 FT

1798 KM SLOPE = 1.8%

1799 KM N = 0.040

1800 KM HYDRAULIC RADIUS = 1.5

1801 KM VELOCITY = 10.5

1802 RM 1 0.068 0.15

*

1803 KK BD17

1804 BA 0.485

1805 PB 3.22

1806 LS 0 92.9

1807 UD 0.143

*

1808 KK RBD17

1809 KM ROUTE BD17 THROUGH BD18 TO CBD18

1810 KM FUTURE CONCRETE CHANNEL

1811 RD 3050 0.02 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 50

 

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

 

1812 KK BD18

1813 BA 0.475

1814 PB 3.22

1815 LS 0 92.8

1816 UD 0.238

*

1817 KK CBD18

1818 KM COMBINE BD17 AND BD18

1819 HC 2

*

1820 KK RCBD18

1821 KM ROUTE CBD18 THROUGH BD19 TO CBD19

1822 KM FUTURE CONCRETE CHANNEL

1823 RD 4200 0.018 0.015 0 TRAP 12 2

*

1824 KK B504A

1825 BA 0.549

1826 PB 3.19

1827 LS 0 87.7

1828 UD 0.290

*

1829 KK RB504A

1830 KM ROUTE B504A TO CBD19

1831 KM FUTURE CONCRETE CHANNEL

1832 RD 650 0.035 0.015 0 TRAP 12 2

*

1833 KK BD19

1834 BA 0.478

1835 PB 3.21

1836 LS 0 92.4

1837 UD 0.220

*

1838 KK CBD19

1839 KM COMBINE CBD18, B504A, AND BD19

1840 HC 3

*

1841 KK RCBD19

1842 KM ROUTE CBD19 THROUGH BD20 TO CBD20

1843 KM NATURAL WASH = TRBD 0950

1844 KM TRAVEL LENGTH = 3050 FT

1845 KM SLOPE = 2.0%

1846 KM N = 0.040

1847 KM HYDRAULIC RADIUS = 1.5

1848 KM VELOCITY = 11.0

1849 RM 1 0.077 0.15

*

1 HEC-1 INPUT PAGE 51

 

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

 

1850 KK B504B

1851 BA 0.340

1852 PB 3.18

1853 LS 0 87.9

1854 UD 0.184

*

1855 KK RB504B

1856 KM ROUTE B504B THROUGH BD20 TO CBD20

1857 KM FUTURE CONCRETE CHANNEL

1858 RD 2950 0.031 0.015 0 TRAP 12 2

*

1859 KK BD20

1860 BA 0.291

1861 PB 3.18

1862 LS 0 90.3

1863 UD 0.203

*

1864 KK CBD20

1865 KM COMBINE CBD16, CBD19, B504B, AND BD20

1866 HC 4

*

1867 KK RCBD20

1868 KM ROUTE CBD20 THROUGH BD23 TO CBD23

1869 KM NATURAL WASH = TRBD 0950

1870 KM MUSKINGUM ROUTING UNSTABLE

1871 RD 1500 0.017 0.040 0 TRAP 100 2

*

1872 KK B504C

1873 BA 0.278

1874 PB 3.16

1875 LS 0 87.4

1876 UD 0.204

*

1877 KK RB504C

1878 KM ROUTE B504C THROUGH BD23 TO CBD23

1879 KM FUTURE CONCRETE CHANNEL

1880 RD 5550 0.033 0.015 0 TRAP 12 2

*

1881 KK BD21

1882 BA 0.442

1883 PB 3.23

1884 LS 0 87.9

1885 UD 0.254

*

1 HEC-1 INPUT PAGE 52

 

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

 

1886 KK RBD21

1887 KM ROUTE BD21 THROUGH BD22 TO CBD22

1888 KM FUTURE CONCRETE CHANNEL

1889 RD 2100 0.017 0.015 0 TRAP 12 2

*

1890 KK BD22

1891 BA 0.275

1892 PB 3.19

1893 LS 0 91.8

1894 UD 0.222

*

1895 KK CBD22

1896 KM COMBINE BD21 AND BD22

1897 HC 2

*

1898 KK RCBD22

1899 KM ROUTE CBD22 THROUGH BD23 TO CBD23

1900 KM FUTURE CONCRETE CHANNEL

1901 RD 2850 0.023 0.015 0 TRAP 12 2

*

1902 KK BD23

1903 BA 0.548

1904 PB 3.16

1905 LS 0 88.4

1906 UD 0.208

*

1907 KK CBD23

1908 KM COMBINED FLOW TO BLUE DIAMOND DETENTION BASIN

1909 KM COMBINE CBD20, B504C, CBD22, AND BD23

1910 KO 3

1911 HC 4

* ============================================================

1912 KK BDDB

1913 KM TAKEN FROM THE DESIGN MEMORANDUM FOR THE

1914 KM BLUE DIAMOND DETENTION BASIN, APRIL 1998

1915 KM FACILITY ID-MILE = TRBD 0930

1916 KM STORAGE VOLUME = 2270 ACRE-FEET

1917 KM OUTLET = 30" X 30" ORIFICE

1918 KM 100-YR DISCHARGE = 210 CFS

1919 KM SPILLWAY LENGTH = 1830 FT (BROAD-CRESTED WEIR)

1920 KM SPILLWAY CREST ELEVATION = 2965 FT NAVD 88

1921 KM PMF DISCHARGE = 145,000 CFS

1922 KM TOP OF DAM ELEVATION = 2976 FT NAVD 88

1923 KO 3

1924 RS 1 STOR -1

1925 SV 0.00 2.07 8.74 28.92 98.74 142.07 226.04 417.21 508.47 660.72

1926 SV 961.44 1099.37 1324.77 1753.24 1947.39 2268.11 2381.98 2870.81 3135.86 3274.1

1927 SQ 0 48 63 83 108 117 129 147 154 163

1 HEC-1 INPUT PAGE 53

 

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

 

1928 SQ 177 183 191 203 208 215 5941 75090 130242 161113

1929 SE 2917.75 2920 2922 2925 2930 2932 2935 2940 2942 2945

1930 SE 2950 2952 2955 2960 2962 2965 2966 2970 2972 2973

* ============================================================

*

1931 KK *DOUTBD

1932 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

1933 DT*D-BDOUT

1934 DI 0 210 2000 5000 10000

1935 DQ 0 0 1790 4790 9790

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

1936 KK*NO_FLOW

1937 KM ALL FLOW REMOVED

1938 DT*REMOVED

1939 DI 0 100000

1940 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

1941 KK RBDDB

1942 KM ROUTE BDDB THROUGH TBD1 TO CTBD1

1943 KM FACILITY = BLUE DIAMOND CHANNEL

1944 KM FACILITY # = TRBD 0854

1945 KM LINING = NATURAL WASH

1946 KM TRAVEL LENGTH = 5,900

1947 KM SLOPE = 1.5%

1948 KM N = 0.040

1949 KM HYDRAULIC RADIUS = 1.5

1950 KM VELOCITY = 9.6 FPS

1951 RM 2 0.171 0.15

*

1952 KK TBD1

1953 BA 0.426

1954 PB 3.12

1955 LS 0 89.1

1956 UD 0.264

*

1957 KK CTBD1

1958 KM COMBINE BDDB AND TBD1

1959 HC 2

*

1 HEC-1 INPUT PAGE 54

 

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

 

1960 KK RCTBD1

1961 KM ROUTE CTBD1 THROUGH TBD2 TO CTBD2

1962 KM FACILITY = BLUE DIAMOND CHANNEL

1963 KM FACILITY # = TRBD 0852, 0761, 0681, AND 0652

1964 KM LINING = NATURAL WASH

1965 KM TRAVEL LENGTH = 6,250

1966 KM SLOPE = 1.5%

1967 KM N = 0.040

1968 KM HYDRAULIC RADIUS = 1.5

1969 KM VELOCITY = 9.6 FPS

1970 RM 2 0.182 0.15

*

1971 KK TBD2

1972 BA 0.403

1973 PB 3.01

1974 LS 0 85.7

1975 UD 0.343

*

1976 KK CTBD2

1977 KM COMBINE CTBD1 AND TBD2

1978 HC 2

*

* LOCATION OF BLUE DIAMOND DEBRIS BASIN

* SSD RELATIONSHIP NOT AVAILABLE

* FACILITY # = TRBD 0681

*

1979 KK RCTBD2

1980 KM ROUTE CTBD2 TO CTBD3 IN DURANGO DR

1981 KM FACILITY = BLUE DIAMOND CHANNEL

1982 KM FACILITY # = TRBD 0652 AND 0620

1983 KM LINING = CONCRETE

1984 RD 950 0.007 0.015 0 TRAP 14 0

*

1985 KK TBD3

1986 BA 0.391

1987 PB 2.98

1988 LS 0 88.0

1989 UD 0.377

*

1990 KK CTBD3

1991 KM COMBINE CTBD2 AND TBD3

1992 HC 2

*

1 HEC-1 INPUT PAGE 55

 

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

 

1993 KK RCTBD3

1994 KM ROUTE CTBD3 TO CTBD4 IN DURANGO DR

1995 KM FACILITY = BLUE DIAMOND CHANNEL

1996 KM FACILITY # = TRBD 0583 AND 0560

1997 KM LINING = CONCRETE / RCB

1998 RD 1000 0.012 0.015 0 TRAP 14 0

*

1999 KK TBD4

2000 BA 0.555

2001 PB 2.96

2002 LS 0 86.5

2003 UD 0.339

*

2004 KK CTBD4

2005 KM COMBINE CTBD3 AND TBD4

2006 HC 2

*

2007 KK RCTBD4

2008 KM ROUTE CTBD4 TO CTBD5 IN DURANGO DR

2009 KM FACILITY = BLUE DIAMOND CHANNEL

2010 KM FACILITY # = TRBD 0539, 0522 AND 0518

2011 KM LINING = CONCRETE

2012 RD 720 0.012 0.015 0 TRAP 14 0

*

2013 KK TBD5

2014 BA 0.491

2015 PB 2.9

2016 LS 0 91.2

2017 UD 0.447

*

2018 KK CTBD5

2019 KM COMBINE CTBD4 AND TBD5

2020 HC 2

*

2021 KK RCTBD5

2022 KM ROUTE CTBD5 TO CTBD6 IN DURANGO DR

2023 KM FACILITY = BLUE DIAMOND CHANNEL

2024 KM FACILITY # = TRBD 0462 AND 0453

2025 KM LINING = CONCRETE

2026 RD 1005 0.017 0.015 0 TRAP 18 0

*

2027 KK TBD6

2028 BA 0.374

2029 PB 2.84

2030 LS 0 94.2

2031 UD 0.376

*

1 HEC-1 INPUT PAGE 56

 

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

 

2032 KK CTBD6

2033 KM COMBINE CTBD5 AND TBD6

2034 HC 2

*

2035 KK RCTBD6

2036 KM ROUTE CTBD6 TO CTBD11 IN BELTWAY CHANNEL

2037 KM FACILITY = BLUE DIAMOND CHANNEL

2038 KM FACILITY # = TRBD 0448, 0438, 0430, 0384, 0380, AND 0370

2039 KM LINING = RCB/CONCRETE

2040 RD 4730 0.009 0.015 0 TRAP 18 0

*

2041 KK TBD7

2042 BA 0.269

2043 PB 2.87

2044 LS 0 85.9

2045 UD 0.404

*

2046 KK RTBD7

2047 KM ROUTE TBD7 TO CTBD8 IN BUFFALO DR

2048 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2049 KM FACILITY # = BDBF 0125

2050 KM LINING = RCP

2051 RD 2600 0.011 0.013 0 CIRC 7.5

*

2052 KK TBD8

2053 BA 0.512

2054 PB 2.84

2055 LS 0 92.7

2056 UD 0.420

*

2057 KK CTBD8

2058 KM COMBINE TBD7 AND TBD8

2059 HC 2

*

2060 KK RCTBD8

2061 KM ROUTE CTBD8 TO CTBD9 IN BUFFALO DR

2062 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2063 KM FACILITY # = BDBF 0076

2064 KM LINING = CONCRETE

2065 RD 2700 0.01 0.015 0 TRAP 10 0

*

2066 KK TBD9

2067 BA 0.506

2068 PB 2.81

2069 LS 0 92.5

2070 UD 0.420

*

1 HEC-1 INPUT PAGE 57

 

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

 

2071 KK CTBD9

2072 KM COMBINE CTBD8 AND TBD9

2073 HC 2

*

2074 KK RCTBD9

2075 KM ROUTE CTBD9 TO CTBD10 IN BUFFALO DR

2076 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2077 KM FACILITY # = BDBF 0010

2078 KM LINING = CONCRETE

2079 RD 2000 0.011 0.015 0 TRAP 10 0

*

2080 KK TBD10

2081 BA 0.391

2082 PB 2.77

2083 LS 0 97.0

2084 UD 0.396

*

2085 KK CTBD10

2086 KM COMBINE CTBD9 AND TBD10

2087 HC 2

*

2088 KK RCTBD10

2089 KM ROUTE CTBD10 TO CTBD11 IN BUFFALO DR

2090 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2091 KM FACILITY # = BDBF 0010, 0005, AND 0000

2092 KM LINING = RCB/CONCRETE

2093 RD 2000 0.013 0.015 0 TRAP 10 0

*

2094 KK TBD11

2095 BA 0.381

2096 PB 2.77

2097 LS 0 95.8

2098 UD 0.415

*

2099 KK CTBD11S

2100 KM COMBINE CTBD10 AND TBD11

2101 HC 2

*

2102 KK CTBD11

2103 KM COMBINE CTBD6 AND CTBD11S

2104 HC 2

*

1 HEC-1 INPUT PAGE 58

 

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

 

2105 KK RCTBD11

2106 KM ROUTE CTBD11 TO CTBD15 IN BELTWAY CHANNEL

2107 KM FACILITY = BLUE DIAMOND CHANNEL

2108 KM FACILITY # = TRBD 0350, 0310, 0300, 0290, 0270, 0245, AND 0225

2109 KM LINING = CONCRETE/RCB

2110 RD 5110 0.014 0.015 0 TRAP 20 0

*

2111 KK TBD12

2112 BA 0.506

2113 PB 2.77

2114 LS 0 78.8

2115 UD 0.446

*

2116 KK RCTBD12

2117 KM ROUTE TBD12 TO CTBD13 IN RAINBOW BLVD

2118 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2119 KM FACILITY # = BDRB 0094, 0077, AND 0070

2120 KM LINING = CONCRETE RCP

2121 RD 2600 0.008 0.013 0 CIRC 5

*

2122 KK TBD13

2123 BA 0.500

2124 PB 2.77

2125 LS 0 87.5

2126 UD 0.446

*

2127 KK CTBD13

2128 KM COMBINE CTBD12 AND TBD13

2129 HC 2

*

2130 KK RCTBD13

2131 KM ROUTE CTBD13 TO CTBD14 IN RAINBOW BLVD

2132 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2133 KM FACILITY # = BDRB 0031

2134 KM LINING = RCB

2135 RD 1950 0.009 0.015 0 TRAP 10 0

*

2136 KK TBD14

2137 BA 0.377

2138 PB 2.77

2139 LS 0 96.8

2140 UD 0.384

*

1 HEC-1 INPUT PAGE 59

 

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

 

2141 KK CTBD14

2142 KM COMBINE CTBD13 AND TBD14

2143 HC 2

*

2144 KK RCTBD14

2145 KM ROUTE CTBD14 TO CTBD15 IN RAINBOW BLVD

2146 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2147 KM FACILITY # = BDRB 0024, 0016, 0005, AND 0000

2148 KM LINING = RCB

2149 RD 1950 0.015 0.015 0 TRAP 10 0

*

2150 KK TBD15

2151 BA 0.391

2152 PB 2.77

2153 LS 0 96.1

2154 UD 0.371

*

2155 KK CTBD15S

2156 KM COMBINE CTBD14 AND TBD15

2157 HC 2

*

2158 KK CTBD15

2159 KM COMBINE CTBD11 AND CTBD15S

2160 HC 2

*

2161 KK RCTBD15

2162 KM ROUTE CTBD15 TO CTBD19 IN BELTWAY CHANNEL

2163 KM FACILITY = BLUE DIAMOND CHANNEL

2164 KM FACILITY # = TRBD 0215, 0200, 0190, 0182, 0180, AND 0175

2165 KM LINING = CONCRETE

2166 RD 5410 0.012 0.015 0 TRAP 16 2

*

2167 KK TBD17

2168 BA 0.501

2169 PB 2.77

2170 LS 0 79.4

2171 UD 0.441

*

2172 KK RCTBD17

2173 KM ROUTE CTBD17 TO CTBD18 IN JONES BLVD

2174 KM FACILITY = BLUE DIAMOND - JONES BRANCH

2175 KM FACILITY # = BDJO 0061 AND 0024

2176 KM LINING = RCB

2177 RD 1750 0.008 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 60

 

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

 

2178 KK TBD18

2179 BA 0.351

2180 PB 2.77

2181 LS 0 89.4

2182 UD 0.376

*

2183 KK CTBD18

2184 KM COMBINE CTBD17 AND TBD18

2185 HC 2

*

2186 KK RCTBD18

2187 KM ROUTE CTBD18 TO CTBD19 IN JONES BLVD

2188 KM FACILITY = BLUE DIAMOND - JONES BRANCH

2189 KM FACILITY # = BDJO 0024, 00007, AND 0000

2190 KM LINING = RCB

2191 RD 2000 0.009 0.015 0 TRAP 12 0

*

2192 KK TBD19

2193 BA 0.375

2194 PB 2.77

2195 LS 0 95.0

2196 UD 0.386

*

2197 KK CTBD19S

2198 KM COMBINE CTBD18 AND TBD19

2199 HC 2

*

2200 KK CTBD19

2201 KM COMBINE CTBD15 AND CTBD19S

2202 HC 2

*

2203 KK RCTBD19

2204 KM ROUTE CTBD19 TO CTBD20B IN BELTWAY CHANNEL

2205 KM FACILITY = BLUE DIAMOND CHANNEL

2206 KM FACILITY # = TRBD 0170, 0150, 0140, 0110, 0100, AND 0096

2207 KM LINING = CONCRETE/RCB

2208 RD 3780 0.012 0.015 0 TRAP 28 0

*

2209 KK TBD20B

2210 BA 0.366

2211 PB 2.77

2212 LS 0 93.8

2213 UD 0.442

*

1 HEC-1 INPUT PAGE 61

 

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

 

2214 KK CTBD20B

2215 KM COMBINE CTBD19 AND CTBD20BS

2216 HC 2

*

2217 KKRCTBD20B

2218 KM ROUTE CTBD20B TO CTD14 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2219 KM FACILITY = BLUE DIAMOND CHANNEL

2220 KM FACILITY # = TRBD 0084, 0083, 0075, AND 0015

2221 KM LINING = CONCRETE

2222 RD 1990 0.01 0.015 0 TRAP 20 0

*

2223 KK TD14

2224 BA 0.308

2225 PB 2.77

2226 LS 0 91.0

2227 UD 0.344

*

2228 KK CTD14

2229 KM COMBINE CTBD20 AND TD14

2230 HC 2

*

2231 KK RTD14

2232 KM ROUTE CTD14 TO CTD15 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2233 KM FACILITY = BLUE DIAMOND CHANNEL

2234 KM FACILITY # = TRBD 0015

2235 KM LINING = CONCRETE

2236 RD 2150 0.012 0.015 0 TRAP 10 2

*

2237 KK TD15

2238 BA 0.252

2239 PB 2.77

2240 LS 0 93.1

2241 UD 0.377

*

2242 KK CTD15

2243 KM COMBINE CTD14 AND TD15

2244 HC 2

*

2245 KK RCTD15

2246 KM ROUTE CTD15 TO CTD16 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2247 KM FACILITY = BLUE DIAMOND CHANNEL

2248 KM FACILITY # = TRBD 0014 AND 0000

2249 KM LINING = CONCRETE

2250 RD 1830 0.012 0.015 0 TRAP 10 2

*

1 HEC-1 INPUT PAGE 62

 

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

 

2251 KK TD16

2252 BA 0.440

2253 PB 2.77

2254 LS 0 91.3

2255 UD 0.380

*

2256 KK CTD16

2257 KM COMBINE CTD13, CTD15, AND TD16

2258 KM COMBINED FLOW TO TROPICANA DETENTION BASIN

2259 KO 3

2260 HC 3

*

* **********************************************************************

* **********************************************************************

* INFLOW HYDROGRAPH DIVERSION BLOCK

*

* 2008 MPU

* PREVIOUS MODELING PER CCRFCD CRITERIA THROUGHOUT ACOE WATERSHED

* FOLLOWING DIVERSION BLOCK USED TO DIVERT CCFRCD MODELING RESULTS

* ACOE BASIN INFLOW HYDROGRAPH INSERTED TO DUPLICATE ACOE BASIN PERFORMANCE

*

2261 KK*NO_FLOW

2262 KM ALL FLOW REMOVED

2263 DT*REMOVED

2264 DI 0 100000

2265 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

2266 KK INFLOW

2267 BA 174.91

2268 KM INFLOW USACE HYDROGRAPH

2269 KO 3

2270 IN 6 0 0

2271 QI 0.00 0.00 0.00 0.00 0.00 116.13 232.26 425.81 696.79 812.92

2272 QI 870.98 909.69 812.92 793.56 716.14 716.14 754.85 793.56 832.27 870.98

2273 QI 909.69 919.37 919.37 929.05 929.05 929.05 936.79 936.79 936.79 909.69

2274 QI 929.05 929.05 967.76 1083.89 1509.70 2167.78 2709.72 3871.03 5225.90 6425.92

2275 QI 6696.89 6580.76 5961.39 5380.74 4529.11 4064.59 3677.48 3329.09 3096.83 2903.

2276 QI 2632.30 2516.17 2477.46 2361.33 2129.07 1858.10 1664.54 1548.41 1393.57 1238.

2277 QI 1045.18 929.05 890.34851.63  8 32.27 735.50 696.79 658.08 638.72 619.37

2278 QI 619.37 609.69 600.01 590.33 580.66 570.98 570.98 503.23 503.23 493.56

2279 QI 483.88 474.20 474.20 474.20 464.52 464.52 464.52 464.52 464.52 464.52

2280 QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52

2281 QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 454.85 454.85

2282 QI 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85

2283 IN 5 0 0

*

* ============================================================

1 HEC-1 INPUT PAGE 63

 

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

 

2284 KK TRDB

2285 KM TROPICANA DETENTION BASIN

2286 KM ELEVATION-STAGE-STORAGE-OUTFLOW INFORMATION TAKEN FROM

2287 KM THE 1996 DESIGN MEMORANDUM FOR THE

2288 KM TROPICANA DETENTION BASIN AND OUTLET CHANNEL

2289 KM FACILITY ID-MILE = TRWA 0454

2290 KM STORAGE VOLUME = 825 ACRE-FEET

2291 KM OUTLET = 10'W x 8.5'H RCB

2292 KM 100-YR DISCHARGE = 486 CFS

2293 KM SPILLWAY LENGTH = 2780 FT (BROAD-CRESTED WEIR)

2294 KM SPILLWAY CREST ELEVATION = 2289.83 FT NAVD88

2295 KM PMF DISCHARGE = 13000 CFS

2296 KM TOP OF DAM ELEVATION = 2289.83 FT NAVD88

2297 KM 2008 MPU = SV CARDS HAVE BEEN UPDATED TO REFLECT USACE DESIGN MEMO

2298 KO 3

2299 RS 1 STOR -1

2300 SV 0.00 2.75 5.76 19.81 53.53 121.28 228.46 391.33 485.62 582.50

2301 SV 824.50 876.38 930.70 987.45

2302 SQ 0.00 16.60 25.43 210.40 280.25 336.22 383.83 427.72 445.80 464.87

2303 SQ 500.36 7850 11915 13000

2304 SE 2251.61 2255.02 2255.91 2260.04 2265.03 2270.01 2275.03 2280.18 2282.64 2285.

2305 SE 2290.03 2291.04 2292.03 2293.04

* ============================================================

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

2306 KK*NO_FLOW

2307 KM ALL FLOW REMOVED

2308 DT*REMOVED

2309 DI 0 100000

2310 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

2311 KK RTRDB

2312 KM ROUTE TRBD TO CTW1 IN TROPICANA OUTLET CHANNEL

2313 KM FACILITY = TROPICANA WASH

2314 KM FACILITY # = TRWA 0441, 0440, 0439, 0433, 0422, 0404, 0395, AND 0382

2315 KM LINING = RCB/CONCRETE

2316 RD 4090 0.011 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 64

 

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

 

2317 KK TW1

2318 BA 0.414

2319 PB 2.77

2320 LS 0 94.5

2321 UD 0.380

*

2322 KK CTW1

2323 KM COMBINE TRBD (TROPICANA DETENTION BASIN OUTFLOW) AND TW1

2324 HC 2

*

2325 KK RTW1

2326 KM ROUTE CTW1 TO CTW2 IN TROPICANA OUTLET CHANNEL

2327 KM FACILITY = TROPICANA WASH

2328 KM FACILITY # = TRWA 0314

2329 KM LINING = RCB

2330 RD 3600 0.014 0.015 0 TRAP 15 0

*

2331 KK TW2

2332 BA 0.451

2333 PB 2.77

2334 LS 0 93.1

2335 UD 0.372

*

2336 KK CTW2

2337 KM COMBINE CTW1 AND TW2

2338 HC 2

*

2339 KK RCTW2

2340 KM ROUTE CTW2 TO CTW3 IN TROPICANA OUTLET CHANNEL

2341 KM FACILITY = TROPICANA WASH

2342 KM FACILITY # = TRWA 0284

2343 KM LINING = CONCRETE

2344 RD 1250 0.009 0.015 0 TRAP 20 0

*

2345 KK TW3

2346 BA 0.304

2347 PB 2.77

2348 LS 0 93.8

2349 UD 0.370

*

2350 KK CTW3

2351 KM COMBINE CTW2 AND TW3

2352 HC 2

*

1 HEC-1 INPUT PAGE 65

 

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

 

2353 KK RCTW3

2354 KM ROUTE CTW3 TO CTW8 IN TROPICANA OUTLET CHANNEL

2355 KM FACILITY = TROPICANA WASH

2356 KM FACILITY # = TRWA 0284 AND 0278

2357 KM LINING = CONCRETE

2358 RD 1350 0.009 0.015 0 TRAP 20 0

*

2359 KK TW4

2360 BA 0.406

2361 PB 2.77

2362 LS 0 88.0

2363 UD 0.424

*

2364 KK RTW4

2365 KM ROUTE TW4 THROUGH TW5 TO CTW5

2366 KM LINING = STREET: HACIENDA AVE

2367 RD 4350 0.006 0.016 0 TRAP 0 50

*

2368 KK TW5

2369 BA 0.295

2370 PB 2.77

2371 LS 0 89.9

2372 UD 0.367

*

2373 KK CTW5

2374 KM COMBINE TW4 AND TW5

2375 HC 2

*

2376 KK RCTW5

2377 KM ROUTE CTW5 THROUGH TW7 TO CTW7

2378 KM LINING = STREET: RENO AVE

2379 RD 3250 0.012 0.016 0 TRAP 0 50

*

2380 KK TW7

2381 BA 0.373

2382 PB 2.77

2383 LS 0 93.4

2384 UD 0.406

*

2385 KK CTW7

2386 KM COMBINE CTW5 AND TW7

2387 HC 2

*

1 HEC-1 INPUT PAGE 66

 

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

 

2388 KK TW6

2389 BA 0.431

2390 PB 2.77

2391 LS 0 94.3

2392 UD 0.407

*

2393 KK RTW6

2394 KM ROUTE TW6 THROUGH TW7 TO CTW7

2395 KM FACILITY # = NBSC 0000

2396 KM LINING = RCP

2397 RD 1000 0.008 0.015 0 CIRC 5

*

2398 KK CTW6

2399 KM COMBINE TW6 AND CTW7

2400 HC 2

2401 KO 3

*

* ============================================================

2402 KK TNDB

2403 KM TROPICANA NORTH BRANCH DETENTION BASIN

2404 KM INFORMATION PER PRE-FINAL DESIGN

2405 KM FACILITY ID-MILE = TRNB 0094

2406 KM STORAGE VOLUME = 55.7 ACRE-FEET

2407 KM OUTLET = 10'W x 7'H RCB

2408 KM 100-YR DISCHARGE = 776 CFS

2409 KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

2410 KM SPILLWAY CREST ELEVATION = 2222.9 FT

2411 KM PMF DISCHARGE = 37000 CFS

2412 KM TOP OF DAM ELEVATION = 2222.9 FT

2413 KO 3

2414 RS 1 STOR -1

2415 SV 0 0.9 5.6 12.9 20.8 29.0 37.7 46.7 56.2 64.0

2416 SE 2204.5 2207 2209 2211 2213 2215 2217 2219 2221 2222.5

2417 SQ 0 164 331 439 525 599 664 724 779 818

* ============================================================

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

2418 KK*NO_FLOW

2419 KM ALL FLOW REMOVED

2420 DT*REMOVED

2421 DI 0 100000

2422 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

1 HEC-1 INPUT PAGE 67

 

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

 

2423 KK RTNDB

2424 KM ROUTE TNDB TO CTW8 IN TROPICANA WASH TRIBUTARY

2425 KM FACILITY = TROPICANA WASH - NORTH BRANCH

2426 KM FACILITY # = TRNB 0092, 0089, 0067, 0062, 0060, 0040

2427 KM FACILITY # = TRNB 0031/0030, 0020, 0015, AND 0000

2428 KM LINING = GABION/RCB/CONCRETE

2429 KM WEIGHTED MANNING NUMBER USED

2430 RD 4700 0.016 0.017 0 TRAP 15 0

*

2431 KK TW8

2432 BA 0.280

2433 PB 2.77

2434 LS 0 94.1

2435 UD 0.256

*

2436 KK CTW8W

2437 KM COMBINE RTNDB AND TW8

2438 HC 2

*

2439 KK CTW8

2440 KM COMBINE CTW3 AND CTW8W

2441 HC 2

*

2442 KK RCTW8

2443 KM ROUTE CTW8 TO CTW9 IN TROPICANA WASH

2444 KM FACILITY = TROPICANA WASH

2445 KM FACILITY # = TRWA 0234

2446 KM LINING = RCB

2447 RD 1920 0.012 0.015 0 TRAP 32 0

*

2448 KK TW9

2449 BA 0.235

2450 PB 2.77

2451 LS 0 93.7

2452 UD 0.264

*

2453 KK CTW9

2454 KM COMBINE TW8 AND TW9

2455 HC 2

*

2456 KK RCTW9

2457 KM ROUTE CTW9 TO CTW10 IN TROPICANA WASH

2458 KM FACILITY = TROPICANA WASH

2459 KM FACILITY # = TRWA 0218, 0210, 0192, 0152, 0151, 0150, 0121,

2460 KM FACILITY # = TRWA 0103, 0097, 0096, AND 0092

2461 KM LINING = RCB/GABION/GRASS

2462 RD 8060 0.009 0.015 0 TRAP 25 0

*

1 HEC-1 INPUT PAGE 68

 

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

 

2463 KK TBD20A

2464 BA 0.378

2465 PB 2.77

2466 LS 0 81.7

2467 UD 0.434

*

2468 KK RTBD20A

2469 KM ROUTE TBD20A TO CMC2

2470 KM LINING = NATURAL WASH

2471 RD 2500 0.015 0.04 0 TRAP 50 4

*

2472 KK MC2

2473 BA 0.201

2474 PB 2.77

2475 LS 0 93.0

2476 UD 0.385

*

2477 KK CMC2

2478 KM COMBINE TBD20A AND MC2

2479 HC 2

*

2480 KK RCMC2

2481 KM ROUTE MC2 THROUGH MC4 TO CMC4

2482 KM FACILITY = WAGON TRAIL CHANNEL

2483 KM LINING = NATURAL WASH

2484 RD 2450 0.015 0.04 0 TRAP 50 4

*

2485 KK MC4

2486 BA 0.280

2487 PB 2.77

2488 LS 0 73.4

2489 UD 0.448

*

2490 KK CMC4

2491 KM COMBINE CMC2 AND MC4

2492 HC 2

*

2493 KK RCMC4

2494 KM ROUTE CMC4 THROUGH MC5 TO CMC5

2495 KM FACILITY = WAGON TRAIL CHANNEL

2496 KM LINING = CONCRETE

2497 RD 1750 0.011 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 69

 

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

 

2498 KK MC3

2499 BA 0.191

2500 PB 2.77

2501 LS 0 90.2

2502 UD 0.311

*

2503 KK RMC3

2504 KM ROUTE MC3 TO CMC5

2505 KM FACILITY = LOCAL CONCRETE CHANNEL ALONG I-215

2506 RD 1150 0.011 0.015 0 TRAP 12 2

*

2507 KK MC5

2508 BA 0.181

2509 PB 2.77

2510 LS 0 73.3

2511 UD 0.305

*

2512 KK CMC5

2513 KM COMBINE CMC4, MC3, AND MC5

2514 HC 3

*

2515 KK RCMC5

2516 KM ROUTE CMC5 THROUGH MC6B TO CMC6B

2517 KM FACILITY = WAGON TRAIL CHANNEL

2518 KM FACILITY # = WGTR 0180, 0171, 0169, 0158, 0157, AND 0156

2519 KM LINING = CONCRETE CHANNEL / RCB

2520 RD 1020 0.011 0.015 0 TRAP 12 2

2521 RD 870 0.011 0.015 0 TRAP 24 0

*

2522 KK MC6B

2523 BA 0.185

2524 PB 2.77

2525 LS 0 93.4

2526 UD 0.230

*

2527 KK CMC6B

2528 KM COMBINE CMC5 AND MC6B

2529 HC 2

*

2530 KK RCMC6B

2531 KM ROUTE CMC6B THROUGH MC7A TO CMC7A

2532 KM FACILITY = WAGON TRAIL CHANNEL

2533 KM FACILITY # = WGTR 0136, 0134, 0111, 0098, 0097, 0089, 0088, AND 0080

2534 KM LINING = RIPRAP / CONCRETE

2535 KM WEIGHTED MANNING NUMBER USED

2536 RD 3840 0.01 0.02 0 TRAP 13 0

*

1 HEC-1 INPUT PAGE 70

 

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

 

2537 KK MC7A

2538 BA 0.185

2539 PB 2.77

2540 LS 0 92.7

2541 UD 0.299

*

2542 KK CMC7AS

2543 KM COMBINE CMC6B AND MC7A

2544 HC 2

*

2545 KK MC6A

2546 BA 0.335

2547 PB 2.77

2548 LS 0 94.4

2549 UD 0.347

*

2550 KK CMC7A

2551 KM COMBINE CMC7AS AND MC6A

2552 HC 2

*

2553 KK RCMC7A

2554 KM ROUTE CMC7A THROUGH MC7B TO CMC7B

2555 KM FACILITY = WAGON TRAIL CHANNEL

2556 KM FACILITY # =WGTR 0065, 0064, AND 0051

2557 KM LINING = RIPRAP/CONCRETE

2558 KM WEIGHTED MANNING NUMBER USED

2559 RD 1400 0.019 0.031 0 TRAP 12 2

*

2560 KK MC7B

2561 BA 0.274

2562 PB 2.77

2563 LS 0 90.6

2564 UD 0.300

*

2565 KK CMC7B

2566 KM COMBINE CMC7A AND MC7B

2567 HC 2

*

2568 KK RCMC7

2569 KM ROUTE CMC7 THROUGH MC8 TO CMC8

2570 KM FACILITY = CLARK COUNTY GOLF COURSE/TROPICANA WASH - MCCARRAN AIRPORT

2571 KM FACILITY # = WGTR 0050 AND 0000; TRMC 0263

2572 KM LINING = GRASS/RCB

2573 RD 3900 0.01 0.03 0 TRAP 20 4

*

1 HEC-1 INPUT PAGE 71

 

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

 

2574 KK MC8

2575 BA 0.510

2576 PB 2.77

2577 LS 0 81.6

2578 UD 0.505

*

2579 KK CMC8

2580 KM COMBINE CMC7 AND MC8

2581 HC 2

*

2582 KK RCMC8

2583 KM ROUTE CMC8 THROUGH MC9 TO CMC9

2584 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2585 KM FACILITY # = TRMC 0235, 0234/0233, 0216, 0215, 0196/0195, AND 0063/0062

2586 KM LINING = CONCRETE/RCB

2587 RD 8180 0.008 0.015 0 TRAP 16 0

*

2588 KK MC9

2589 BA 0.522

2590 PB 2.77

2591 LS 0 92.3

2592 UD 0.614

*

2593 KK CMC9

2594 KM COMBINE CMC8 AND MC9

2595 HC 2

*

2596 KK RCMC9

2597 KM ROUTE CMC9 THROUGH MC11 TO CMC11

2598 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2599 KM FACILITY # = TRMC 0063/0062

2600 KM LINING = RCB

2601 RD 2450 0.005 0.015 0 TRAP 16 0

*

2602 KK MC10

2603 BA 0.517

2604 PB 2.77

2605 LS 0 91.7

2606 UD 0.581

*

2607 KK RMC10

2608 KM ROUTE MC10 THROUGH MC11 TO CMC11

2609 KM MCCARRAN AIRPORT ONSITE DRAINAGE

2610 KM FUTURE CONCRETE CHANNEL

2611 RD 900 0.005 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 72

 

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

 

2612 KK MC11

2613 BA 0.564

2614 PB 2.77

2615 LS 0 90.9

2616 UD 0.565

*

2617 KK CMC11

2618 KM COMBINE CMC9, MC10, AND MC11

2619 HC 3

* ===========================================================

2620 KK DTRMC

2621 KM DIVERT FLOW FOR LATER ROUTING THROUGH TROPICANA MCCARRAN DB

2622 KM VIA OVERFLOW WEIR FOR DISCHARGE INTO SWENSEN AVENUE FACILITY

2623 DT DTRSW

2624 DI 0 800 842 920 1021 1139 1274 1424 1586 1760

2625 DI 1946 2142 2348 2564 2789 3022 10000

2626 DQ 0 0 42 120 221 339 474 624 786 960

2627 DQ 1146 1342 1548 1764 1989 2222 9200

* ===========================================================

2628 KK RDTRMC

2629 KM ROUTE DTRMC TO CTW10S

2630 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2631 KM FACILITY # = TRMC 0060, 0031/0030, 0013/0012, 0011/0010, AND 0001/0000

2632 KM LINING = CONCRETE

2633 RD 3150 0.005 0.015 0 TRAP 20 0

*

2634 KK TW10

2635 BA 0.496

2636 PB 2.77

2637 LS 0 91.8

2638 UD 0.454

*

2639 KK CTW10S

2640 KM COMBINE DTRMC AND TW10 U/S OF CONFLUENCE W/TRWA

2641 HC 2

*

2642 KK CTW10

2643 KM COMBINE CTW9 AND CTW10S

2644 HC 2

*

2645 KK RCTW10

2646 KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

2647 KM FACILITY = TROPICANA WASH

2648 KM FACILITY # = TRWA 0075, 0074, AND 0056

2649 KM LINING = RCB

2650 RD 1840 0.01 0.015 0 TRAP 63 0

* ===================================================

1 HEC-1 INPUT PAGE 73

 

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

 

2651 KK DTRSW

2652 KM RETRIEVE DTRSW TO ROUTE THROUGH DB AT TROP/PARADISE

2653 DR DTRSW

* ===================================================

2654 KK TRMCDB

2655 KM PROPOSED DB AT TROPICANA AND PARADISE

2656 KO 3

2657 RS 1 STOR -1

2658 SV 0 8.8 17.8 26.9 36.1 45.4 54.9 64.5 74.2 84.0

2659 SV 94.0 104.1 114.3 124.7

2660 SE 2150 2151 2152 2153 2154 2155 2156 2157 2158 2159

2661 SE 2160 2161 2162 2163

2662 SQ 0 13.4 56.9 113.5 131.1 146.6 160.6 173.4 185.4 196.7

2663 SQ 207.3 217.4 227.1 236.3

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

2664 KK*NO_FLOW

2665 KM ALL FLOW REMOVED

2666 DT*REMOVED

2667 DI 0 100000

2668 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

2669 KK RTRMCDB

2670 KM ROUTE TRMCDB OUTFLOW TO CTW10-1

2671 KM FAICLITY = TROPICANA WASH - SWENSON

2672 KM FACILITY # = TRSW 0036 AND 0000

2673 KM LINING = RCP

2674 RD 4150 0.005 0.015 0 CIRC 6 0

*

2675 KK CTW10-1

2676 KM COMBINE RTRMCDB AND CTW10

2677 HC 2

*

2678 KKRCTW10-1

2679 KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

2680 KM FACILITY = TROPICANA WASH

2681 KM FACILITY # = TRWA 0041/0040, 0039, 0034/0033, AND 0019/0018

2682 KM LINING = CONCRETE/GABION

2683 KM WEIGHTED MANNING NUMBER USED

2684 RD 1900 0.012 0.017 0 TRAP 50 2

*

1 HEC-1 INPUT PAGE 74

 

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

 

2685 KK TW11

2686 BA 0.425

2687 PB 2.77

2688 LS 0 91.2

2689 UD 0.440

*

2690 KK CTW11

2691 KM COMBINE CTW10-1 AND TW11

2692 HC 2

*

2693 KK RCTW11

2694 KM ROUTE CTW11 TO CFW18 IN TROPICANA WASH

2695 KM FACILITY = TROPICANA WASH

2696 KM FACILITY # = TRWA 0016, 0012, AND 0000

2697 KM LINING = CONCRETE

2698 RD 995 0.024 0.013 0 TRAP 40 0

*

2699 KK LF1

2700 BA 0.365

2701 PB 3.07

2702 LS 0 79.9

2703 UD 0.355

*

2704 KK RLF1

2705 KM ROUTE LF1 TO CLF3 IN DESERT INN ROAD

2706 KM FACILITY = DESERT INN DRAIN

2707 KM FACILITY # = FLDI 0105 AND 0100

2708 KM LINING = RCP

2709 RD 2700 0.015 0.013 0 CIRC 5

*

2710 KK LF2

2711 BA 0.312

2712 PB 3.03

2713 LS 0 90.1

2714 UD 0.345

*

2715 KK RLF2

2716 KM ROUTE LF2 TO CLF3

2717 KM FORT APACHE

2718 RD 2800 0.014 0.016 0 TRAP 0 50

*

2719 KK LF3

2720 BA 0.258

2721 PB 2.99

2722 LS 0 86.5

2723 UD 0.286

*

1 HEC-1 INPUT PAGE 75

 

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

 

2724 KK CLF3

2725 KM COMBINE LF1, LF2, AND LF3

2726 HC 3

*

2727 KK RCLF3

2728 KM ROUTE CLF3 TO CLF4

2729 KM FACILITY = DESERT INN DRAIN

2730 KM FACILITY # = FLDI 0095, 0075, AND 0050

2731 KM LINING = RCP

2732 RD 2600 0.016 0.013 0 CIRC 7.5

*

2733 KK LF4

2734 BA 0.444

2735 PB 2.91

2736 LS 0 81.7

2737 UD 0.355

*

2738 KK CLF4

2739 KM COMBINE CLF3 AND LF4

2740 HC 2

*

2741 KK RCLF4

2742 KM ROUTE CLF4 TO CLF6

2743 KM FACILITY = DESERT INN DRAIN

2744 KM FACILITY # = FLDI 0004 AND 0000

2745 KM LINING = RCP/RCB

2746 RD 2850 0.022 0.013 0 CIRC 8

*

2747 KK LF5

2748 BA 0.490

2749 PB 2.97

2750 LS 0 93.6

2751 UD 0.479

*

2752 KK RLF5

2753 KM ROUTE LF5 TO CLF6

2754 KM FACILITY = SPRING MOUNTAIN DRAIN

2755 KM FACILITY # = FLSM 0180, 0125, AND 0100

2756 KM LINING = RCP

2757 RD 5700 0.01 0.013 0 CIRC 8

*

2758 KK LF6

2759 BA 0.382

2760 PB 2.82

2761 LS 0 81.1

2762 UD 0.377

*

1 HEC-1 INPUT PAGE 76

 

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

 

2763 KK CLF6N

2764 KM COMBINE LF5 AND LF6

2765 HC 2

*

2766 KK CLF6

2767 KM COMBINE CLF4 AND CLF6N

2768 HC 2

*

2769 KK LF7

2770 BA 0.368

2771 PB 2.83

2772 LS 0 81.3

2773 UD 0.373

*

2774 KK CLF7

2775 KM COMBINE CLF6 AND LF7

2776 KO 3

2777 HC 2

* ============================================================

2778 KK LAKEDB

2779 KM LAKES DETENTION BASIN

2780 KM TAKEN FROM THE DESIGN CALCULATIONS FOR LAKES DETENTION

2781 KM BASIN AND ASSOCIATED COLLECTION AND OUTFALL FACILITIES

2782 KM BY PBS&J 8/99

2783 KM FACILITY ID-MILE = FLSM 0087/0088

2784 KM STORAGE VOLUME = 143 ACRE-FEET

2785 KM PROPOSED STORAGE VOLUME = 165 AC FT

2786 KM OUTLET = 36" RCP

2787 KM 100-YR DISCHARGE = 85 CFS

2788 KM SPILLWAY LENGTH = UNKNOWN

2789 KM SPILLWAY CREST ELEVATION = 2595 FT

2790 KM PMF DISCHARGE = UNKNOWN (ASSUMED 10*100YR = 19,600)

2791 KM TOP OF DAM ELEVATION = UNKNOWN

2792 KO 3

2793 RS 1 ELEV 2570

2794 SV 0 1.14 2.64 4.33 5.62 7.11 9.78 14.3 21.8 31.5

* SV 42.3 53.5 65.1 77 89.3 102 115 128 142 145.25

2795 SV 0 1.14 2.64 4.33 5.62 7.11 9.78 14.3 21.8 31.5

2796 SV 42.3 53.5 65.1 77 91 106 122 138 154 170

2797 SE 2570 2578 2579 2580 2581 2582 2583 2584 2585 2586

* SE 2587 2588 2589 2590 2591 2592 2593 2594 2595 2595.25

2798 SE 2570 2578 2579 2580 2581 2582 2583 2584 2585 2586

2799 SE 2587 2588 2589 2590 2591 2592 2593 2594 2595 2596

2800 SQ 0 56 58.1 60.2 62.1 64.1 65.9 67.7 69.5 71.2

* SQ 72.9 74.6 76.2 77.8 79.3 80.8 82.2 83.6 85 85

2801 SQ 0 56 58.1 60.2 62.1 64.1 65.9 67.7 69.5 71.2

2802 SQ 72.9 74.6 76.2 77.8 79.3 80.8 82.2 83.6 85 87

* ============================================================

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

1 HEC-1 INPUT PAGE 77

 

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

 

2803 KK*NO_FLOW

2804 KM ALL FLOW REMOVED

2805 DT*REMOVED

2806 DI 0 100000

2807 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

2808 KK RLAKEDB

2809 KM ROUTE RLAKEDB (OUTFLOW FROM LAKE DETENTION BASIN) THROUGH LF10 TO CLF10

2810 KM FACILITY = SPRING MOUNTAIN DRAIN

2811 KM FACILITY # = FLSM 0083 AND 0000

2812 KM LINING = RCP

2813 RD 630 0.019 0.013 0 CIR 3

2814 RD 4600 0.025 0.013 0 CIR 5

*

2815 KK LF10

2816 BA 0.221

2817 PB 2.77

2818 LS 0 65.8

2819 UD 0.332

*

2820 KK CLF10W

2821 KM COMBINE LAKEDB AND LF10

2822 HC 2

*

2823 KK LF8

2824 BA 0.513

2825 PB 2.77

2826 LS 0 90.2

2827 UD 0.362

*

2828 KK RLF8

2829 KM ROUTE LF8 THROUGH LF9 TO CLF9

2830 KM FACILITY = FLAMINGO WASH - BUFFALO

2831 KM FACILITY # = FLBF 0278, 0258, AND 0252

2832 KM LINING = RCP

2833 RD 2650 0.007 0.013 0 CIRC 7.5

*

2834 KK LF9

2835 BA 0.431

2836 PB 2.77

2837 LS 0 78.2

2838 UD 0.354

*

1 HEC-1 INPUT PAGE 78

 

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

 

2839 KK CLF9

2840 KM COMBINE LF8 AND LF9

2841 HC 2

*

2842 KK RCLF9

2843 KM ROUTE CLF9 THROUGH LF10 TO CLF10

2844 KM FACILITY = FLAMINGO WASH - BUFFALO

2845 KM FACILITY # = FLBF 0228

2846 KM LINING = RCP

2847 RD 1350 0.012 0.013 0 CIRC 8

*

2848 KK CLF10

2849 KM COMBINE CLF9 AND CLF10W

2850 HC 2

*

2851 KK RCLF10

2852 KM ROUTE CLF10 THROUGH LF11 TO CLF11

2853 KM FACILITY = FLAMINGO WASH - BUFFALO

2854 KM FACILITY # = FLBF 0152

2855 KM LINING = RCB

2856 RD 2650 0.003 0.015 0 TRAP 10 0

*

2857 KK LF11

2858 BA 0.506

2859 PB 2.77

2860 LS 0 63.5

2861 UD 0.441

*

2862 KK CLF11

2863 KM COMBINE CLF10 AND LF11

2864 HC 2

*

2865 KK RCLF11

2866 KM ROUTE CLF11 TO CLF12

2867 KM FACILITY = FLAMINGO WASH - BUFFALO

2868 KM FACILITY # = FLBF 0152 AND 0142

2869 KM LINING = RCB

2870 RD 1350 0.007 0.015 0 TRAP 12 0

*

2871 KK LF12

2872 BA 0.256

2873 PB 2.77

2874 LS 0 68.1

2875 UD 0.370

*

1 HEC-1 INPUT PAGE 79

 

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

 

2876 KK CLF12

2877 KM COMBINE CLF11 AND LF12

2878 HC 2

*

2879 KK RCLF12

2880 KM ROUTE CLF12 TO CLF13

2881 KM FACILITY = FLAMINGO WASH - BUFFALO

2882 KM FACILITY # = FLBF 0125

2883 KM LINING = RCB

2884 RD 2750 0.003 0.015 0 TRAP 18 0

*

2885 KK LF13

2886 BA 0.519

2887 PB 2.77

2888 LS 0 79.3

2889 UD 0.440

*

2890 KK CLF13

2891 KM COMBINE CLF12 AND LF13

2892 HC 2

*

2893 KK RCLF13

2894 KM ROUTE CLF13 TO CLF14

2895 KM FACILITY = FLAMINGO WASH - BUFFALO

2896 KM FACILITY # = FLBF 0107 AND 0047

2897 KM LINING = RCB/CONCRETE

2898 RD 1400 0.003 0.015 0 TRAP 20 0

*

2899 KK LF14

2900 BA 0.259

2901 PB 2.77

2902 LS 0 77.8

2903 UD 0.380

*

2904 KK CLF14

2905 KM COMBINE CLF13 AND LF14

2906 HC 2

*

2907 KK RCLF14

2908 KM ROUTE CLF14 TO CLF15

2909 KM FACILITY = FLAMINGO WASH - BUFFALO

2910 KM FACILITY # = FLBF 0047

2911 KM LINING = CONCRETE

2912 RD 1400 0.003 0.015 0 TRAP 10 2

*

1 HEC-1 INPUT PAGE 80

 

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

 

2913 KK LF15

2914 BA 0.268

2915 PB 2.77

2916 LS 0 87.7

2917 UD 0.365

*

2918 KK CLF15

2919 KM COMBINE CLF14 AND LF15

2920 HC 2

*

2921 KK RCLF15

2922 KM ROUTE CLF15 TO CLF16

2923 KM FACILITY = FLAMINGO WASH - BUFFALO

2924 KM FACILITY # = FLBF 0046, 0045, 0044, 0035, 0034, AND 0000

2925 KM LINING = GABION

2926 RD 2670 0.01 0.025 0 TRAP 35 3

*

2927 KK LF16

2928 BA 0.519

2929 PB 2.77

2930 LS 0 72.6

2931 UD 0.458

*

2932 KK CLF16

2933 KM COMBINE CLF15 AND LF16

2934 HC 2

*

2935 KK RCLF16

2936 KM ROUTE CLF16 THROUGH LF17 TO CLF17

2937 KM FACILITY = FLAMINGO WASH

2938 KM FACILITY # = FLWA 1335, 1334, AND 1267

2939 KM LINING = GABION

2940 RD 2900 0.009 0.025 0 TRAP 40 1

*

2941 KK LF17

2942 BA 0.267

2943 PB 2.77

2944 LS 0 66.7

2945 UD 0.315

*

2946 KK CLF17

2947 KM COMBINE CLF16 AND LF17

2948 HC 2

*

1 HEC-1 INPUT PAGE 81

 

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

 

2949 KK RCLF17

2950 KM ROUTE CLF17 THROUGH LF19 TO CLF19

2951 KM FACILITY = FLAMINGO WASH

2952 KM FACILITY # = FLWA 1267, 1266, AND 1237

2953 KM LINING = GABION

2954 RD 4400 0.009 0.025 0 TRAP 40 1

*

2955 KK LF19

2956 BA 0.305

2957 PB 2.77

2958 LS 0 79.2

2959 UD 0.406

*

2960 KK CLF19S

2961 KM COMBINE CLF17 AND LF19

2962 HC 2

*

2963 KK LF18

2964 BA 0.492

2965 PB 2.77

2966 LS 0 76.4

2967 UD 0.450

*

2968 KK RLF18

2969 KM ROUTE LF18 TO CLF19

2970 KM TROPICANA AVENUE

2971 RD 1300 0.009 0.016 0 TRAP 0 50

*

2972 KK CLF19

2973 KM COMBINE CLF19S AND LF18

2974 HC 2

*

2975 KK RCLF19

2976 KM ROUTE CLF19 THROUGH LF20 TO CLF20

2977 KM FACILITY = FLAMINGO WASH

2978 KM FACILITY # = FLWA 1236, 1204/1203

2979 KM LINING = CONCRETE

2980 RD 1820 0.012 0.015 0 TRAP 40 2

*

2981 KK RCLF19

2982 KM ROUTE CLF19 THROUGH LF20 TO CLF20

2983 KM FACILITY = FLAMINGO WASH

2984 KM FACILITY # = FLWA 1202, 1153/1152

2985 KM LINING = GABION

2986 RD 2690 0.012 0.025 0 TRAP 50 2

*

1 HEC-1 INPUT PAGE 82

 

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

 

2987 KK LF20

2988 BA 0.504

2989 PB 2.77

2990 LS 0 78.6

2991 UD 0.458

*

2992 KK CLF20

2993 KM COMBINE CLF19 AND LF20

2994 HC 2

*

2995 KK RCLF20

2996 KM ROUTE CLF20 THROUGH LF20A TO CLF20A (TO LOWER FLAMINGO DETENTION BASIN)

2997 KM FACILITY = FLAMINGO WASH

2998 KM FACILITY # = FLWA 1151, 1149, AND 1111

2999 KM LINING = RIP RAP CHANNEL

3000 RD 2720 0.01 0.04 0 TRAP 40 2

*

3001 KK LF20A

3002 BA 0.184

3003 PB 2.77

3004 LS 0 88.0

3005 UD 0.256

*

3006 KK CLF20A

3007 KM COMBINE CLF20 AND LF20A

3008 HC 2

*

3009 KK LF21

3010 BA 0.529

3011 PB 2.77

3012 LS 0 90.6

3013 UD 0.670

*

3014 KK RLF21

3015 KM ROUTE LF21 THROUGH LF22 TO CLF22

3016 KM TROPICANA AVENUE

3017 RD 5150 0.011 0.016 0 TRAP 0 50

*

3018 KK LF22

3019 BA 0.457

3020 PB 2.77

3021 LS 0 90.8

3022 UD 0.614

*

1 HEC-1 INPUT PAGE 83

 

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

 

3023 KK CLF22

3024 KM COMBINE CLF21 AND LF22

3025 HC 2

*

3026 KK LF23

3027 BA 0.384

3028 PB 2.77

3029 LS 0 87.9

3030 UD 0.330

*

3031 KK RLF23

3032 KM ROUTE LF23 THROUGH LF24 TO CLF24

3033 KM FACILITY = FLAMINGO WASH - MONTESSOURI NORTH STORM DRAIN

3034 KM FACILITY # = FLMN 0025 AND 0000

3035 KM LINING = RCP

3036 RD 2000 0.005 0.013 0 CIRC 6.5

*

3037 KK LF24

3038 BA 0.381

3039 PB 2.77

3040 LS 0 76.8

3041 UD 0.322

*

3042 KK CLF24

3043 KM COMBINE LF23 AND LF24

3044 HC 2

*

3045 KK RCLF24

3046 KM ROUTE CLF24 THROUGH LF25 TO CLF25

3047 KM FACILITY = FLAMINGO WASH - DARBY STORM DRAIN

3048 KM FACILITY # = FLDY 0013, 0004, 0002, AND 0000

3049 KM LINING = RCP/RCP/RCB/RCP

3050 RD 1350 0.021 0.013 0 CIRC 6.5

*

3051 KK LF25

3052 BA 0.268

3053 PB 2.77

3054 LS 0 86.7

3055 UD 0.398

*

3056 KK CLF25

3057 KM COMBINE CLF24 AND LF25

3058 KO 3

3059 HC 2

* ============================================================

1 HEC-1 INPUT PAGE 84

 

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

 

3060 KK DIDB

3061 KM DESERT INN DETENTION BASIN

3062 KM TAKEN FROM THE FINAL DESIGN NOTEBOOK FOR

3063 KM DESERT INN DETENTION BASIN BY VTN 3/99

3064 KM FACILITY ID-MILE = FLLA 0308

3065 KM STORAGE VOLUME = 62 ACRE-FEET

3066 KM OUTLET = 18" ORIFICE

3067 KM 100-YR DISCHARGE = 29 CFS

3068 KM SPILLWAY LENGTH = 55 FT (BROAD CRESTED WEIR)

3069 KM SPILLWAY CREST ELEVATION = 2372 FT

3070 KM PMF DISCHARGE = 1,560 CFS

3071 KM TOP OF DAM ELEVATION = 2378 FT

3072 KM SV CARDS ADJUSTED BY A FACTOR OF: 1.0

3073 KO 3

3074 RS 1 STOR -1

3075 SV 0 0.28 1.6 4.61 9.51 15.94 23.1 30.47 38 45.69

3076 SV 53.55 61.56

3077 SE 61 62 63 64 65 66 67 68 69 70

3078 SE 71 72

3079 SQ 0 4.6 10.3 13.8 16.6 19 21.1 23 24.8 26.5

3080 SQ 28 29.5

* ============================================================

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

3081 KK*NO_FLOW

3082 KM ALL FLOW REMOVED

3083 DT*REMOVED

3084 DI 0 100000

3085 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

3086 KK RDIDB

3087 KM ROUTE OUTFLOW FROM DETENTION BASIN TO CLF27

3088 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3089 KM FACILITY # = FLLA 0306 AND 0254

3090 KM LINING = RCP

3091 RD 2890 0.004 0.013 0 CIRC 7.5

*

3092 KK LF26

3093 BA 0.254

3094 PB 2.77

3095 LS 0 81.0

3096 UD 0.306

*

1 HEC-1 INPUT PAGE 85

 

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

 

3097 KK RLF26

3098 KM ROUTE LF26 TO CLF27

3099 KM TWAIN AVENUE

3100 RD 2650 0.019 0.016 0 TRAP 0 50

*

3101 KK LF27

3102 BA 0.256

3103 PB 2.77

3104 LS 0 86.6

3105 UD 0.322

*

3106 KK CLF27

3107 KM COMBINE DIDB, LF26, AND LF27

3108 HC 3

*

3109 KK RCLF27

3110 KM ROUTE CLF27 TO CLF28

3111 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3112 KM FACILITY # = FLLA 0227 AND 0203

3113 KM LINING = RCP

3114 RD 2700 0.003 0.013 0 CIRC 8

*

3115 KK LF28

3116 BA 0.514

3117 PB 2.77

3118 LS 0 79.9

3119 UD 0.440

*

3120 KK CLF28

3121 KM COMBINE CLF27, AND LF28

3122 HC 2

*

3123 KK RCLF28

3124 KM ROUTE CLF28 TO CLF29

3125 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3126 KM FACILITY # = FLLA 0104

3127 KM LINING = RCP

3128 RD 5400 0.01 0.013 0 CIRC 9.5

*

3129 KK LF29

3130 BA 0.285

3131 PB 2.77

3132 LS 0 81.2

3133 UD 0.456

*

1 HEC-1 INPUT PAGE 86

 

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

 

3134 KK CLF29

3135 KM COMBINE CLF28 AND LF29

3136 HC 2

*

3137 KK RCLF29

3138 KM ROUTE CLF29 TO CLF31

3139 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3140 KM FACILITY # = FLLA 0076

3141 KM LINING = RCP

3142 RD 1450 0.01 0.013 0 CIRC 9.5

*

3143 KK LF30

3144 BA 0.539

3145 PB 2.77

3146 LS 0 77.0

3147 UD 0.501

*

3148 KK RLF30

3149 KM ROUTE LF30 THROUGH LF31 TO CLF31

3150 KM VARIOUS STREETS, SPRING VALLEY NEIGHBORHOOD

3151 RD 7000 0.009 0.016 0 TRAP 0 50

*

3152 KK LF31

3153 BA 0.355

3154 PB 2.77

3155 LS 0 76.2

3156 UD 0.470

*

3157 KK CLF31

3158 KM COMBINE CLF29, LF30 AND LF31

3159 HC 3

*

3160 KK RCLF31

3161 KM ROUTE CLF31 TO CLF32

3162 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3163 KM FACILITY # = FLLA 0053, 0041, AND 0000

3164 KM LINING = CONCRETE

3165 RD 3600 0.007 0.015 0 TRAP 20 0

*

3166 KK LF32

3167 BA 0.230

3168 PB 2.77

3169 LS 0 90.5

3170 UD 0.371

*

1 HEC-1 INPUT PAGE 87

 

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

 

3171 KK CLF32

3172 KM COMBINE CLF31 AND LF32

3173 HC 2

*

3174 KK RCLF32

3175 KM ROUTE CLF32 TO LF33 (LOWER FLAMINGO DETENTION BASIN)

3176 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3177 KM FACILITY # = FLLA 0000

3178 KM LINING = CONCRETE

3179 RD 650 0.01 0.015 0 TRAP 20 0

*

3180 KK LF33

3181 BA 0.242

3182 PB 2.77

3183 LS 0 84.2

3184 UD 0.356

*

3185 KK CLF33

3186 KM COMBINE CLF20A, CLF22, CLF32, AND LF33

3187 KM TOTAL INFLOW TO LOWER FLAMINGO DETENTION BASIN

3188 KO 3

3189 HC 4

*

3190 KK LWFLDB

3191 KM LOWER FLAMINGO DETENTION BASIN

3192 KM INFORMATION PER PRE-FINAL DESIGN

3193 KM FACILITY ID-MILE = FLWA 1050

3194 KM STORAGE VOLUME = 222 ACRE-FEET

3195 KM OUTLET = 12' X 8' RCBC W/ 7.5' X 6' ORIFICE PLATE OPENING

3196 KM 100-YR DISCHARGE = 909 CFS

3197 KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

3198 KM SPILLWAY CREST ELEVATION = 2254 FT

3199 KM PMF DISCHARGE = 100,000 CFS

3200 KM TOP OF DAM ELEVATION = 2254

3201 RS 1 STOR -1

3202 KO 3

3203 SV 0.0 0.38 1.12 2.53 5.49 11.30 20.73 32.71 45.59 58.94

3204 SV 72.69 86.82 101.33 116.26 133.83 156.26 182.41 210.03 238.12 266.69

3205 SE 2234 2236 2237 2238 2239 2240 2241 2242 2243 2244

3206 SE 2245 2246 2247 2248 2249 2250 2251 2252 2253 2254

3207 SQ 0 100 200 300 400 500 600 700 800 900

3208 SQ 956

3209 SE 2234 2236.69 2238.28 2239.65 2240.87 2242.00 2243.68 2246.09 2248.89 2252.04

3210 SE 2253.98

*

* **********************************************************************

* **********************************************************************

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

* THE FOLLOWING DIVERSION IS USED TO DIVERT OUT DETENTION BASIN FLOWS

*

1 HEC-1 INPUT PAGE 88

 

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

 

3211 KK*NO_FLOW

3212 KM ALL FLOW REMOVED

3213 DT*REMOVED

3214 DI 0 100000

3215 DQ 0 100000

*

* **********************************************************************

* **********************************************************************

*

3216 KK RLFDB

3217 KM ROUTE RLFDB TO CFW2

3218 KM FACILITY = FLAMINGO WASH

3219 KM FACILITY # = FLWA 1049, 1039, 1033, 1026, 1025, 0991, 0990, AND 0941/0940

3220 KM LINING = ARCH CULVERT/RCB/CONCRETE

3221 KM WEIGHTED MANNING NUMBER USED

3222 RD 6210 0.015 0.014 0 TRAP 30 0

*

3223 KK FW2

3224 BA 0.356

3225 PB 2.77

3226 LS 0 92.7

3227 UD 0.442

*

3228 KK CFW2

3229 KM COMBINE LFDB AND FW2

3230 HC 2

*

3231 KK FW1

3232 BA 0.291

3233 PB 2.77

3234 LS 0 93.0

3235 UD 0.441

*

3236 KK RFW1

3237 KM ROUTE FW1 TO CFW2

3238 KM FACILITY = FLAMINGO WASH - ROCHELLE

3239 KM FACILITY # = FLRO 0000

3240 KM LINING = CMP

3241 RD 4350 0.013 0.024 0 CIRC 5

*

3242 KK CFW1

3243 KM COMBINE FW1 AND CFW2

3244 HC 2

*

1 HEC-1 INPUT PAGE 89

 

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

 

3245 KK RCFW1

3246 KM ROUTE CFW1 TO CFW11

3247 KM FACILITY = FLAMINGO WASH

3248 KM FACILITY # = FLWA 0925/0924, 0923, 0903/0902, 0901, AND 0896/0895

3249 KM FLOWRATE CONTROLLED BY LFDB OUTFLOW

3250 KM LINING = GABION / CONCRETE

3251 KM WEIGHTED MANNING NUMBER USED

3252 RD 2620 0.012 0.021 0 TRAP 30 2

*

3253 KK FW11

3254 BA 0.333

3255 PB 2.77

3256 LS 0 92.7

3257 UD 0.397

*

3258 KK CFW11S

3259 KM COMBINE CFW2 AND FW11

3260 HC 2

*

3261 KK FW3

3262 BA 0.372

3263 PB 2.77

3264 LS 0 92.4

3265 UD 0.428

*

3266 KK RFW3

3267 KM ROUTE FW3 THROUGH FW4 TO CFW4

3268 KM FACILITY = FLAMINGO WASH - FLAMINGO STORM DRAIN

3269 KM FACILITY # = FLFL 0051, 0026, AND 0000

3270 KM LINING = RCP

3271 RD 2700 0.015 0.013 0 CIRC 4.5

*

3272 KK FW4

3273 BA 0.309

3274 PB 2.77

3275 LS 0 91.2

3276 UD 0.311

*

3277 KK CFW4

3278 KM COMBINE FW3 AND FW4

3279 KM FACILITY # = FLFL 0026 AND 0000

3280 KM (@ FLAMINGO AND VALLEY VIEW)

3281 HC 2

*

* ******************************************************************************

* TAKEN DIRECTLY FROM CENTRAL BASIN WATERSHED MODEL

* ******************************************************************************

* CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2007 MASTER PLAN UPDATE

* CENTRAL WATERSHED (SOUTHWEST, SOUTHEAST, NORTHEAST AREAS)

* RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

* INPUT FILE = SW3SC.PRN

* INPUT FILE DATE = JULY 2, 2007

* DESIGN STORM = 100-YEAR 6-HR STORM

* STORM DISTRIBUTION = SDN #3

* MODELED BY PBS&J

* STORM CENTERING = SERIES B - REMOVE DETENTION BASIN OUTFLOWS

* REFERENCED HYDROLOGIC MODELS:

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

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

* FINAL CENTRAL BASIN ASSESMENT (CARTER-BURGESS 1998)

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

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

* US-95 WIDENING PROJECT, FINAL OVERALL PROJECT DRAINAGE DESIGN REPORT

* (VTN NEVADA, MAY 2003)

*

* REFERENCED HYDROLOGIC MODELS:

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

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

*

1 HEC-1 INPUT PAGE 90

 

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

 

3282 KK FW01

3283 BA 0.325

3284 PB 2.77

3285 LS 0 77.2

3286 UD 0.367

*

3287 KK RFW1

3288 KM ROUTE FW01 TO CFW02

3289 KM TWAIN

3290 RD 2700 0.0081 0.016 0 TRAP 0 50

*

3291 KK FW02

3292 BA 0.240

3293 PB 2.77

3294 LS 0 80.5

3295 UD 0.367

*

3296 KK CFW02

3297 KM COMBINE RFW1 AND FW02

3298 KM TWAIN AND JONES

3299 HC 2

*

3300 KK RCFW2

3301 KM ROUTE CFW02 TO CFW03

3302 KM TWAIN

3303 RD 2500 0.0072 0.016 0 TRAP 0 50

*

3304 KK FW03

3305 BA 0.255

3306 PB 2.77

3307 LS 0 90.6

3308 UD 0.367

*

3309 KK CFW3

3310 KM COMBINE RCFW2 AND FW03

3311 KM TWAIN AND LINDELL

3312 HC 2

*

3313 KK RCFW3

3314 KM ROUTE CFW3 TO CFW5

3315 KM FACILITY = VALLEY VIEW DRAIN

3316 KM FACILITY # = FWVV 0050

3317 KM LINING = RCB 8' X 6'

3318 RD 7785 0.015 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 91

 

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

 

3319 KK FW5

3320 BA 0.523

3321 PB 2.77

3322 LS 0 90.9

3323 UD 0.515

*

3324 KK CFW5

3325 KM COMBINE RCFW3 AND FW5

3326 KM TWAIN AND VALLEY VIEW

3327 HC 2

*

3328 KK DIV1

3329 KM OPPOSITE OF DFW5 (SEE CENTRAL WATERSHED)

3330 KM FLOW SPLIT TO R4C1 (CENTRAL SYSTEM)

3331 KM CAPACITY = 210 CFS (LOCAL FACILITY (2002 = FLVV 0028))

3332 DT DFW11

3333 DI 0 210 1000 5000

3334 DQ 0 0 790 4790

*

* ***********************************************

* END OF AREA PREVIOUSLY IN FLAMINGO WATERSHED

* ***********************************************

*

3335 KK RDIV1

3336 KM ROUTE DIV1 THROUGH FW4 TO CFW5

3337 KM FACILITY = FLAMINGO - VALLEY VIEW

3338 KM FACILITY # = LOCAL FACILITY (2002 = FLVV 0028)

3339 KM LINING = RCP

3340 RD 1750 0.007 0.013 0 CIRC 4

*

3341 KK CDIV1

3342 KM COMBINE CFW4 AND DIV1

3343 KM TWAIN AVE AND VALLEY VIEW BLVD

3344 HC 2

*

3345 KK RCDIV1

3346 KM ROUTE CDIV1 THROUGH FW6 TO CFW6

3347 KM FACILITY = FLAMINGO - VALLEY VIEW

3348 KM FACILITY # = FLVV 0001/0000

3349 KM LINING = RCP

3350 RD 1500 0.014 0.013 0 CIRC 8.5

*

3351 KK FW6

3352 BA 0.121

3353 PB 2.77

3354 LS 0 91.3

3355 UD 0.136

*

1 HEC-1 INPUT PAGE 92

 

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

 

3356 KK CFW6

3357 KM COMBINE CFW5 AND FW6

3358 HC 2

*

3359 KK CFW11

3360 KM COMBINE CFW6 AND CFW11S

3361 HC 2

*

3362 KK RCFW11

3363 KM ROUTE CFW11 THROUGH FW12 TO CFW12

3364 KM FACILITY = FLAMINGO WASH

3365 KM FACILITY # = FLWA 0893/0892, 0891, 0884, AND 0874

3366 KM LINING = GABION / RCB

3367 RD 1110 0.009 0.025 0 TRAP 60 0

*

3368 KK FW12

3369 BA 0.544

3370 PB 2.77

3371 LS 0 92.7

3372 UD 0.532

*

3373 KK CFW12

3374 KM COMBINE CFW11 AND FW12

3375 HC 2

*

3376 KK RCFW12

3377 KM ROUTE CFW12 THROUGH FW13 TO CFW13 IN FLAMINGO WASH

3378 KM FACILITY = FLAMINGO WASH

3379 KM FACILITY # = FLWA 0823 AND 0820

3380 KM LINING = RCB

3381 RD 2710 0.007 0.015 0 TRAP 32 0

*

3382 KK FW13

3383 BA 0.523

3384 PB 2.77

3385 LS 0 92.4

3386 UD 0.504

*

3387 KK CFW13

3388 KM COMBINE CFW12 AND FW13

3389 HC 2

*

1 HEC-1 INPUT PAGE 93

 

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

 

3390 KK RCFW13

3391 KM ROUTE CFW13 TO CFW17 IN FLAMINGO WASH

3392 KM FACILITY = FLAMINGO WASH

3393 KM FACILITY # = FLWA 0810, 0798, AND 0773

3394 KM LINING = RCB

3395 RD 2850 0.012 0.015 0 TRAP 22 0

*

3396 KK RCFW13

3397 KM ROUTE CFW13 TO CFW17 IN FLAMINGO WASH

3398 KM FACILITY = FLAMINGO WASH

3399 KM FACILITY # = FLWA 0772, 0768, AND 0748

3400 KM LINING = CONCRETE

3401 RD 1460 0.012 0.015 0 TRAP 30 0

*

3402 KK FW17

3403 BA 0.161

3404 PB 2.77

3405 LS 0 92.0

3406 UD 0.298

*

3407 KK CFW17W

3408 KM COMBINE CFW13 AND FW17

3409 HC 2

*

3410 KK FW14

3411 BA 0.440

3412 PB 2.77

3413 LS 0 93.3

3414 UD 0.328

*

3415 KK RFW14

3416 KM ROUTE FW14 TO CFW17

3417 KM FACILITY = FLAMINGO - FASHION

3418 KM FACILITY # = FLFA 0037 AND 0000

3419 KM LINING = RCB

3420 RD 5010 0.005 0.015 0 TRAP 12 0

*

3421 KK FW16

3422 BA 0.276

3423 PB 2.77

3424 LS 0 92.4

3425 UD 0.493

*

1 HEC-1 INPUT PAGE 94

 

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

 

3426 KK CFW17N

3427 KM COMBINE FW14 AND FW16

3428 HC 2

*

3429 KK FW15

3430 BA 0.227

3431 PB 2.77

3432 LS 0 93.3

3433 UD 0.319

*

3434 KK RFW15

3435 KM ROUTE FW15 TO CFW17

3436 KM FLAMINGO ROAD

3437 RD 2150 0.01 0.016 0 TRAP 0 50

*

3438 KK CFW17

3439 KM COMBINE CFW17W, CFW17N, AND FW15

3440 HC 3

*

3441 KK RCFW17

3442 KM ROUTE CFW17 THROUGH FW18 TO CFW18 IN FLAMINGO WASH

3443 KM FACILITY = FLAMINGO WASH

3444 KM FACILITY # = FLWA 0719

3445 KM LINING = RCB

3446 RD 1440 0.012 0.015 0 TRAP 30 0

*

3447 KK RCFW17

3448 KM ROUTE CFW17 THROUGH FW18 TO CFW18 IN FLAMINGO WASH

3449 KM FACILITY = FLAMINGO WASH

3450 KM FACILITY # = FLWA 0699, 0696, 0695, 0673/0672, AND 0652

3451 KM LINING = CONCRETE

3452 RD 3500 0.012 0.015 0 TRAP 25 2

*

3453 KK FW18

3454 BA 0.522

3455 PB 2.77

3456 LS 0 89.7

3457 UD 0.450

*

3458 KK CFW18W

3459 KM COMBINE CFW17 AND FW18

3460 HC 2

*

1 HEC-1 INPUT PAGE 95

 

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

 

3461 KK CFW18

3462 KM COMBINE CTW11 AND CFW18W

3463 HC 2

*

3464 KK RCFW18

3465 KM ROUTE CFW18 THROUGH FW21 TO CFW21 IN FLAMINGO WASH

3466 KM FACILITY = FLAMINGO WASH

3467 KM FACILITY # = FLWA 0648, 0647, 0621/0620, AND 0619

3468 KM LINING = CONCRETE

3469 RD 1790 0.011 0.015 0 TRAP 50 1

*

3470 KK FW28

3471 BA 0.514

3472 PB 2.77

3473 LS 0 90.1

3474 UD 0.399

*

3475 KK DIV2

3476 KM DIVERT 190 CFS TO FLAMINGO WASH

3477 KM 190 CFS TRAVELS SOUTH DOWN MARYLAND PARKWAY; REMAINING CFS TRAVELS EAST;

3478 KM FACILITY FLDN 0161 (P) TO CARRY EXCESS FLOW

3479 DT FW28*

3480 DI 0 139 162 189 214 228 247 265 279

3481 DQ 0 0 0 0 24 38 57 75 89

*

3482 KK FW19

3483 BA 0.446

3484 PB 2.77

3485 LS 0 88.6

3486 UD 0.415

*

3487 KK RFW19

3488 KM ROUTE FW19 TO CFW21

3489 KM FACILITY = FLAMINGO - MARYLAND

3490 KM FACILITY # = FLMR 0000

3491 KM LINING = RCP

3492 RD 5250 0.01 0.013 0 CIRC 7.5

*

3493 KK CFW19

3494 KM COMBINE FW28, DIV2, AND FW19

3495 HC 3

*

1 HEC-1 INPUT PAGE 96

 

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

 

3496 KK RCFW19

3497 KM ROUTE CFW19 THROUGH FW21 TO CFW21 IN FLAMINGO WASH

3498 KM FACILITY = FLAMINGO WASH

3499 KM FACILITY # = FLWA 0593, 0589, 0588, 0578, 0564, AND 0563

3500 KM LINING = CONCRETE

3501 RD 3130 0.009 0.015 0 TRAP 50 1

*

3502 KK FW20

3503 BA 0.372

3504 PB 2.77

3505 LS 0 89.1

3506 UD 0.407

*

3507 KK RFW20

3508 KM ROUTE FW20 TO CFW21

3509 KM SPENCER STREET

3510 RD 1900 0.013 0.016 0 TRAP 0 50

*

3511 KK FW21

3512 BA 0.469

3513 PB 2.77

3514 LS 0 89.4

3515 UD 0.282

*

3516 KK CFW21

3517 KM COMBINE CFW19, FW20, AND FW21

3518 HC 3

*

3519 KK RCFW21

3520 KM ROUTE CFW21 THROUGH FW22 TO CFW22

3521 KM FACILITY = FLAMINGO WASH

3522 KM FACILITY # = FLWA 0557/0556, 0493, 0483, 0482/0481, 0478, 0473, 0472/0471

3523 KM LINING = GABION / GRASS

3524 RD 3160 0.011 0.03 0 TRAP 60 2

*

3525 KK FW22

3526 BA 0.398

3527 PB 2.77

3528 LS 0 80.8

3529 UD 0.308

*

3530 KK CFW22W

3531 KM COMBINE CFW21 AND FW22

3532 HC 2

*

1 HEC-1 INPUT PAGE 97

 

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

 

3533 KK VB1

3534 BA 0.373

3535 PB 2.77

3536 LS 0 90.5

3537 UD 0.323

*

3538 KK RVB1

3539 KM ROUTE VB1 THROUGH VB2 TO CVB2

3540 KM PARADISE RD/TROPICANA AVE

3541 RD 4700 0.006 0.016 0 TRAP 0 50

*

3542 KK VB2

3543 BA 0.375

3544 PB 2.77

3545 LS 0 89.8

3546 UD 0.332

*

3547 KK CVB2

3548 KM COMBINE VB1 AND VB2

3549 HC 2

*

3550 KK RCVB2

3551 KM ROUTE CVB2 TO CVB4

3552 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3553 KM FACILITY # = VBTM 0174, 0163, 0151, 0146, AND 0138

3554 KM LINING = RCP/RCB

3555 RD 2620 0.01 0.015 0 TRAP 10 0

*

3556 KK VB3

3557 BA 0.418

3558 PB 2.77

3559 LS 0 85.4

3560 UD 0.400

*

3561 KK RVB3

3562 KM ROUTE VB3 TO CVB4

3563 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3564 KM FACILITY # = VBTM 0137

3565 KM LINING = RCP

3566 RD 1330 0.007 0.013 0 CIRC 4.5

*

3567 KK CVB3

3568 KM COMBINE CVB2 AND VB3

3569 HC 2

*

1 HEC-1 INPUT PAGE 98

 

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

 

3570 KK RCVB3

3571 KM ROUTE CVB3 TO CVB4

3572 KM FACILITY # = VBTM 0084

3573 KM LINING = RCB

3574 RD 2640 0.014 0.015 0 TRAP 10 0

*

3575 KK VB4

3576 BA 0.255

3577 PB 2.77

3578 LS 0 87.2

3579 UD 0.440

*

3580 KK CVB4

3581 KM COMBINE CVB3 AND VB4

3582 HC 2

*

3583 KK SPENCER

3584 KM FLOWS EXCEEDING CAPACITY OF VBTM 0027 ROUTED DOWN TROPICANA

3585 KM RETURN AT CVB9 TO BE PICKED UP BY VBEA SYSTEM

3586 DT TROP

3587 DI 0 596 2000

3588 DQ 0 0 1404

*

3589 KK RCVB4

3590 KM ROUTE CVB4 TO CVB5 IN VAN BUSKIRK CHANNEL

3591 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3592 KM FACILITY # = VBTM 0076 AND 0038

3593 KM LINING = CONCRETE

3594 RD 2450 0.011 0.015 0 TRAP 10 0

*

3595 KK VB5

3596 BA 0.070

3597 PB 2.77

3598 LS 0 86.4

3599 UD 0.221

*

3600 KK CVB5

3601 KM COMBINE CVB4 AND VB5

3602 HC 2

*

* DET BASIN "A" TAKEN FROM 3/93 VTN HYDROLOGIC MODEL

*

1 HEC-1 INPUT PAGE 99

 

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

 

3603 KK SITE_A

3604 DT SITE_A

3605 DI 0 307 446 655 1218

3606 DQ 0 0 92 259 753

*

* ********************************************************

*

3607 KK RCVB5

3608 KM ROUTE CVB5 TO CVB9 IN VAN BUSKIRK CHANNEL

3609 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE/VAN BUSKIRK - McLEOD DRIVE

3610 KM FACILITY # = VBTM 0015, 0014, AND 0000; VBMC 0202, 0200, 0175, AND 0165

3611 KM LINING = CONCRETE

3612 RD 4110 0.008 0.015 0 TRAP 10 0

*

3613 KK *REMOVE

3614 KM REMOVE VBTM 0000 FLOWS FROM THE MODEL TO BE BROUGHT IN AT CVB9

3615 DTVBTM0000

3616 DI 0 10000

3617 DQ 0 10000

*

3618 KK VB6

3619 BA 0.234

3620 PB 2.77

3621 LS 0 89.0

3622 UD 0.364

*

3623 KK *COMB

3624 KM COMBINE TO REMOVE EMPTY HYDROGRAPH

3625 HC 2

*

3626 KK RVB6

3627 KM ROUTE VB6 TO CVB7

3628 KM SPENCER ST/HACIENDA AVE

3629 RD 5250 0.005 0.016 0 TRAP 0 50

*

3630 KK VB7

3631 BA 0.514

3632 PB 2.77

3633 LS 0 86.4

3634 UD 0.511

*

3635 KK CVB7

3636 KM COMBINE CVB6 AND VB7

3637 HC 2

*

1 HEC-1 INPUT PAGE100

 

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

 

3638 KK RCVB7

3639 KM ROUTE CVB7 THROUGH VB8 TO CVB8

3640 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3641 KM FACILITY # = VBMC 0249

3642 KM LINING = RCP

3643 RD 2500 0.01 0.013 0 CIRC 5.5

*

3644 KK VB8

3645 BA 0.378

3646 PB 2.77

3647 LS 0 86.9

3648 UD 0.516

*

3649 KK CVB8S

3650 KM COMBINE CVB7 AND VB8

3651 HC 2

*

3652 KK TROP

3653 KM RETURN OVERFLOW FROM TROPICANA/SPENCER

3654 DR TROP

*

3655 KK RTROP

3656 KM ROUTE TROP TO CVB8

3657 KM TROPICANA AVENUE

3658 RD 2700 0.009 0.016 0 TRAP 0 50

*

3659 KK CVB8

3660 KM COMBINE CVB8S AND TROP

3661 HC 2

*

3662 KKVBEA0058

3663 KM FLOWS EXCEEDING CAPACITY OF VBMC0236 DIVERTED NORTH

3664 DTVBMC0236

3665 DI 0 260 2000

3666 DQ 0 260 260

*

* KK RVBEA0058

* KM ROUTING COMMAND DELETED DUE TO INSTABILITY

* KM ROUTE FLOWS IN VBEA 0058 NORTH TO CVB11

* KM FACILITY = VAN BUSKIRK - EASTERN AVENUE

* KM FACILITY # = VBEA 0058

* KM LINING = RCB

* RD 5370 0.005 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE101

 

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

 

3667 KK VB10

3668 BA 0.356

3669 PB 2.77

3670 LS 0 87.7

3671 UD 0.334

*

3672 KK RVB10

3673 KM ROUTE VB10 TO CVB11

3674 KM HARMON AVE/EASTERN AVE

3675 RD 5400 0.007 0.016 0 TRAP 0 50

*

3676 KK VB11

3677 BA 0.379

3678 PB 2.77

3679 LS 0 86.4

3680 UD 0.402

*

3681 KK CVB11W

3682 KM COMBINE VB10 AND VB11

3683 HC 2

*

3684 KK CVB11

3685 KM COMBINE VBEA0058 AND CVB11W

3686 HC 2

*

3687 KK RCVB11

3688 KM ROUTE CVB11 TO CFW22

3689 KM FACILITY = VAN BUSKIRK - EASTERN AVENUE

3690 KM FACILITY # = VBEA 0000

3691 KM LINING = RCB

3692 RD 3020 0.013 0.015 0 TRAP 14 0

*

3693 KK CFW22

3694 KM COMBINE CFW22W AND CVB11

3695 HC 2

*

3696 KK RCFW22

3697 KM ROUTE CFW22 TO CFW23

3698 KM FACILITY = FLAMINGO WASH

3699 KM FACILITY # = FLWA 0406/0405

3700 KM LINING = GABION

3701 RD 3040 0.011 0.025 0 TRAP 60 2

*

1 HEC-1 INPUT PAGE102

 

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

 

3702 KK FW23

3703 BA 0.253

3704 PB 2.77

3705 LS 0 85.4

3706 UD 0.287

*

3707 KK CFW23W

3708 KM COMBINE CFW22 AND FW23

3709 HC 2

*

3710 KKVBTM0000

3711 KM RETURN FLOWS IN FACILITY VBTM 0000

3712 DRVBTM0000

*

3713 KKVBMC0236

3714 KM RETURN FLOWS IN FACILITY VBMC 0236

3715 DRVBMC0236

*

3716 KKRVBMC0236

3717 KM ROUTE VBMC0236 TO CVB9S

3718 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3719 KM FACILITY # = VBMC 0236 AND 0211

3720 KM LINING = RCB/CONCRETE

3721 RD 1980 0.007 0.015 0 TRAP 4 1

*

3722 KK CVB9S

3723 KM COMBINE VBTM0000 AND VBMC0236

3724 HC 2

*

3725 KK RCVB9S

3726 KM ROUTE CVB9S TO CVB9

3727 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3728 KM FACILITY # = VBMC 0202, 0200, 0175, 0165, AND 0163

3729 KM LINING = CONCRETE

3730 RD 2690 0.007 0.015 0 TRAP 12 0

*

3731 KK VB9

3732 BA 0.329

3733 PB 2.77

3734 LS 0 89.0

3735 UD 0.429

*

1 HEC-1 INPUT PAGE103

 

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

 

3736 KK CVB9

3737 KM COMBINE CVB9S AND VB9

3738 HC 2

*

* DET BASIN "C" TAKEN FROM 3/93 VTN HYDROLOGIC MODEL

*

3739 KK C-SPLT

3740 KM

3741 DT BYPASS

3742 DI 0 652 1000 2000

3743 DQ 0 652 652 652

*

3744 KK POND-C

3745 KM

3746 KM

3747 RS 1 STOR 0

3748 SV 0 10 15 16

3749 SE 25 35 40 41

3750 SQ 0 1 5 300

3751 SE 25 35 40 41

*

3752 KK BYPASS

3753 KM RECALL FLOW DIVERTED THROUGH BASIN "C"

3754 DR BYPASS

*

3755 KK FROM-C

3756 KM

3757 HC 2

*

* ************************************************************************

*

3758 KK RCVB9

3759 KM ROUTE CVB9 TO CVB12

3760 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3761 KM FACILITY # = VBMC 0157, 0150, 0139, 0137, 0112, AND 0110

3762 KM LINING = CONCRETE

3763 RD 2430 0.005 0.015 0 TRAP 10 1

*

3764 KK RCVB9

3765 KM ROUTE CVB9 TO CVB12

3766 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3767 KM FACILITY # = VBMC 0074

3768 KM LINING = RCB

3769 RD 1950 0.006 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE104

 

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

 

3770 KK VB12

3771 BA 0.304

3772 PB 2.77

3773 LS 0 87.7

3774 UD 0.457

*

3775 KK CVB12

3776 KM COMBINE CVB9 AND VB12

3777 HC 2

*

3778 KK RCVB12

3779 KM ROUTE CVB12 THROUGH VB13 TO CVB13

3780 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3781 KM FACILITY # = VBMC 0072 AND 0000

3782 KM LINING = RCB

3783 RD 3000 0.005 0.015 0 TRAP 16 0

*

3784 KK VB13

3785 BA 0.173

3786 PB 2.77

3787 LS 0 87.4

3788 UD 0.390

*

3789 KK CVB13

3790 KM COMBINE CVB12 AND VB13

3791 HC 2

*

3792 KK RCVB13

3793 KM ROUTE CVB13 THROUGH FW23 TO CFW23

3794 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3795 KM FACILITY # = VBMC 0000

3796 KM LINING = RCB

3797 RD 950 0.045 0.015 0 TRAP 16 0

*

3798 KK CFW23

3799 KM COMBINE CFW23W AND CVB13

3800 HC 2

*

3801 KK RCFW23

3802 KM ROUTE CFW23 TO CFW30A IN FLAMINGO WASH

3803 KM FACILITY = FLAMINGO WASH

3804 KM FACILITY # = FLWA 0401/400, 0377/0376, AND 0375

3805 KM LINING = GABION/CONCRETE

3806 RD 1790 0.008 0.015 0 TRAP 50 1

*

1 HEC-1 INPUT PAGE105

 

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

 

3807 KK FW24

3808 BA 0.359

3809 PB 2.77

3810 LS 0 72.0

3811 UD 0.400

*

3812 KK RFW24

3813 KM ROUTE FW24 TO CFW25

3814 KM ALONG DESERT INN ROAD (CONVENTION CENTER PARKING LOT)

3815 RD 2600 0.007 0.017 0 TRAP 0 20

*

3816 KK FW25

3817 KM AREA REDUCED BY 0.03 SQMI. AREA TO SUBBASIN SA13-CA.

3818 BA 0.211

3819 PB 2.77

3820 LS 0 93.4

3821 UD 0.332

*

3822 KK CFW25

3823 KM COMBINE FW24 AND FW25

3824 HC 2

*

3825 KK RCFW25

3826 KM ROUTE CFW25 TO CFW28

3827 KM FACILITY = DESERT INN DRAIN EAST

3828 KM FACILITY # = FLDN 0161/0160

3829 KM LINING = EX. RCP/ADD RCB

3830 RD 2950 0.013 0.015 0 TRAP 10 0

*

3831 KK FW27

3832 KM AREA REDUCED BY 0.04 SQMI. AREA TO SUBBASIN SA13-CA.

3833 BA 0.363

3834 PB 2.77

3835 LS 0 88.3

3836 UD 0.505

*

3837 KK RET1

3838 KM RETURN FLOW FROM FW28

3839 DR FW28*

*

3840 KK CFW28

3841 KM COMBINE CFW25, FW27, AND FW28

3842 HC 3

*

1 HEC-1 INPUT PAGE106

 

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

 

3843 KK RCFW28

3844 KM ROUTE CFW28 TO CFW29

3845 KM FACILITY = DESERT INN DRAIN EAST

3846 KM FACILITY # = FLDN 0117/0116

3847 KM LINING = EX. RCP/ADD RCB

3848 RD 2330 0.018 0.015 0 TRAP 10 0

*

3849 KK FW29

3850 BA 0.311

3851 PB 2.77

3852 LS 0 88.9

3853 UD 0.310

*

3854 KK CFW29

3855 KM COMBINE CFW28 AND FW29

3856 HC 2

*

3857 KK RCFW29

3858 KM ROUTE CFW29 TO CFW30A

3859 KM FACILITY = DESERT INN DRAIN EAST

3860 KM FACILITY # = FLDN 0001/0000

3861 KM LINING = EX. RCP/ADD RCB

3862 RD 6160 0.012 0.015 0 TRAP 12 0

*

3863 KK FW30A

3864 BA 0.291

3865 PB 2.77

3866 LS 0 80.7

3867 UD 0.401

*

3868 KK CFW30AW

3869 KM COMBINE RCFW29 AND FW30A

3870 HC 2

*

3871 KK CFW30A

3872 KM COMBINE RCFW23 AND CFW30AW

3873 HC 2

*

3874 KK RCFW30A

3875 KM ROUTE CFW30A TO CFW30B

3876 KM FACILITY = FLAMINGO WASH

3877 KM FACILITY # = FLWA 0348 AND 0347

3878 KM LINING = CONCRETE

3879 RD 1230 0.019 0.015 0 TRAP 30 1

*

1 HEC-1 INPUT PAGE107

 

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

 

3880 KK FW30B

3881 BA 0.285

3882 PB 2.77

3883 LS 0 87.4

3884 UD 0.456

*

3885 KK CFW30B

3886 KM COMBINE CFW30A AND FW30B

3887 HC 2

*

3888 KK RCFW30B

3889 KM ROUTE CFW30 TO CFW31

3890 KM FACILITY = FLAMINGO WASH

3891 KM FACILITY # = FLWA 0314

3892 KM LINING = CONCRETE

3893 RD 1500 0.009 0.015 0 TRAP 60 2

*

3894 KK VB14

3895 BA 0.354

3896 PB 2.77

3897 LS 0 86.9

3898 UD 0.360

*

3899 KK RVB14

3900 KM ROUTE VB14 TO CVB15

3901 KM MOJAVE ROAD

3902 RD 2750 0.01 0.016 0 TRAP 0 50

*

3903 KK VB15

3904 BA 0.296

3905 PB 2.77

3906 LS 0 85.1

3907 UD 0.334

*

3908 KK CVB15

3909 KM COMBINE VB14 AND VB15

3910 HC 2

*

3911 KK RCVB15

3912 KM ROUTE CVB15 TO CVB16 IN PECOS

3913 KM FACILITY = VAN BUSKIRK CHANNEL

3914 KM FACILITY # = VBCH 0138, 0137, 0126, 0111, AND 0008

3915 KM LINING = RCB

3916 RD 7830 0.008 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE108

 

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

 

3917 KK VB16

3918 BA 0.514

3919 PB 2.77

3920 LS 0 88.2

3921 UD 0.517

*

3922 KK CVB16

3923 KM COMBINE CVB15 AND VB16

3924 HC 2

*

3925 KK RCVB16

3926 KM ROUTE CVB16 TO CFW31 IN PECOS

3927 KM FACILITY = VAN BUSKIRK CHANNEL

3928 KM FACILITY # = VBCH 0008 AND 0000

3929 KM LINING = RCB

3930 RD 1800 0.022 0.015 0 TRAP 8 0

*

3931 KK FW31

3932 BA 0.206

3933 PB 2.77

3934 LS 0 84.9

3935 UD 0.320

*

3936 KK CFW31

3937 KM COMBINE CFW30B, CVB16, AND FW31

3938 HC 3

*

3939 KK RCFW31

3940 KM ROUTE CFW31 TO CFW32 IN FLAMINGO WASH

3941 KM FACILITY = FLAMINGO WASH

3942 KM FACILITY # = FLWA 0307 AND 0295

3943 KM LINING = CONCRETE

3944 RD 840 0.009 0.015 0 TRAP 60 0

*

3945 KK FW26

3946 BA 0.334

3947 PB 2.77

3948 LS 0 81.4

3949 UD 0.348

*

3950 KK RFW26

3951 KM ROUTE FW26 TO CFW39

3952 KM VEGAS VALLEY DR

3953 RD 4030 0.017 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE109

 

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

 

3954 KK FW39

3955 BA 0.198

3956 PB 2.77

3957 LS 0 87.2

3958 UD 0.336

*

3959 KK CFW39

3960 KM COMBINE FW26 AND FW39

3961 HC 2

*

3962 KK RCFW39

3963 KM ROUTE CFW39 TO CFW32

3964 KM FACILITY = VEGAS VALLEY DRIVE

3965 KM FACILITY # = VAVD 0025 AND 0000

3966 KM LINING = RCP

3967 RD 5300 0.016 0.013 0 CIR 7

*

3968 KK FW32

3969 BA 0.303

3970 PB 2.77

3971 LS 0 85.0

3972 UD 0.408

*

3973 KK CFW32WW

3974 KM COMBINE CFW39 AND FW32

3975 HC 2

*

3976 KK FW40

3977 KM AREA REDUCED BY 0.11 SQMI. AREA TO SUBBASIN FW40A.

3978 BA 0.097

3979 PB 2.77

3980 LS 0 86.1

3981 UD 0.290

*

3982 KK RFW40

3983 KM ROUTE FW40 TO CFW41

3984 KM KAREN AV/MOJAVE RD

3985 RD 6610 0.0122 0.016 0 TRAP 0 50

*

3986 KK FW41

3987 KM AREA REDUCED BY 0.16 SQMI. AREA TO SUBBASIN FW41A.

3988 BA 0.094

3989 PB 2.77

3990 LS 0 84.4

3991 UD 0.376

*

1 HEC-1 INPUT PAGE110

 

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

 

3992 KK CFW41

3993 KM COMBINE CFW32WW, FW40, AND FW41

3994 HC 3

*

3995 KK RCFW41

3996 KM ROUTE CFW41 TO CFW32

3997 KM FACILITY = VEGAS VALLEY DRIVE

3998 KM FACILITY # = VAVD 0000

3999 KM LINING = RCB

4000 RD 1300 0.021 0.015 0 TRAP 8 0

*

4001 KK CFW32

4002 KM COMBINE CFW31 AND CFW32W

4003 HC 2

*

4004 KK RCFW32

4005 KM ROUTE CFW32 TO CFW33 IN FLAMINGO WASH

4006 KM FACILITY = FLAMINGO WASH

4007 KM FACILITY # = FLWA 0274, 0273, 0258, 0257, AND 0256

4008 KM LINING = CONCRETE

4009 RD 2240 0.006 0.015 0 TRAP 60 0

*

4010 KK FW33

4011 BA 0.320

4012 PB 2.77

4013 LS 0 89.2

4014 UD 0.233

*

4015 KK CFW33W

4016 KM COMBINE CFW32 AND FW33

4017 HC 2

*

* ***********************************************

* BEGIN INPUT FROM CENTRAL WATERSHED MODEL SW3.DAT

* (PBS&J - DATED MAY 2008)

* ***********************************************

*

4018 KK FW01

4019 BA 0.325

4020 PB 2.77

4021 LS 0 77.2

4022 UD 0.367

*

1 HEC-1 INPUT PAGE111

 

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

 

4023 KK RFW1

4024 KM ROUTE FW01 TO CFW2

4025 KM TWAIN

4026 RD 2700 0.0081 0.016 0 TRAP 0 50

*

4027 KK FW02

4028 BA 0.240

4029 PB 2.77

4030 LS 0 80.5

4031 UD 0.367

*

4032 KK CFW2

4033 KM COMBINE RFW1 AND FW02

4034 KM TWAIN AND JONES

4035 HC 2

*

4036 KK RCFW2

4037 KM ROUTE CFW2 TO CFW3

4038 KM TWAIN

4039 RD 2500 0.0072 0.016 0 TRAP 0 50

*

4040 KK FW03

4041 BA 0.255

4042 PB 2.77

4043 LS 0 90.6

4044 UD 0.367

*

4045 KK CFW3

4046 KM COMBINE RCFW2 AND FW03

4047 KM TWAIN AND LINDELL

4048 HC 2

*

4049 KK RCFW3

4050 KM ROUTE CFW3 TO CFW5

4051 KM FACILITY = VALLEY VIEW DRAIN

4052 KM FACILITY # = FWVV 0050

4053 KM LINING = RCB

4054 RD 7785 0.015 0.015 0 TRAP 8 0

*

4055 KK FW5

4056 BA 0.523

4057 PB 2.77

4058 LS 0 90.9

4059 UD 0.515

*

1 HEC-1 INPUT PAGE112

 

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

 

4060 KK CFW5

4061 KM COMBINE RCFW3 AND FW5

4062 KM TWAIN AND VALLEY VIEW

4063 HC 2

*

4064 KK DFW5

4065 KM OPPOSITE OF DFW11 (SEE FLAMINGO-TROPICANA WATERSHED)

4066 KM FLOW SPLIT TO FW4 (FLAMINGO SYSTEM)

4067 KM CAPACITY = 210 CFS

4068 DT DFW11

4069 DI 0 210 1000 5000

4070 DQ 0 210 210 210

*

4071 KK RDFW5

4072 KM ROUTE DFW5 TO CR4C1

4073 KM FACILITY = VALLEY VIEW DRAIN

4074 KM FACILITY # = FWVV 0025

4075 KM LINING = RCB

4076 RD 1200 0.003 0.015 0 TRAP 10 0

*

4077 KK CE2EA-C

4078 BA 0.126

4079 PB 2.77

4080 LS 0 86.8

4081 UD 0.428

*

4082 KK RCE2EA

4083 KM ROUTE CE2EA TO CR4C1

4084 KM SPRING MOUNTAIN ROAD

4085 RD 7600 0.01 0.016 0 TRAP 0 50

*

4086 KK R4C1

4087 BA 0.272

4088 PB 2.77

4089 LS 0 93.4

4090 UD 0.419

*

4091 KK CR4C1

4092 KM COMBINE R4C1, RDFW5, AND RCE2EA

4093 KM SPRING MOUNTAIN AND VALLEY VIEW

4094 HC 3

*

1 HEC-1 INPUT PAGE113

 

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

 

4095 KK RCR4C1

4096 KM ROUTE CR4C1 TO CCE3FA

4097 KM FACILITY = VALLEY VIEW DRAIN

4098 KM FACILITY # = FWVV 0000, 0025

4099 KM LINING = RCB

4100 RD 2285 0.003 0.015 0 TRAP 10 0

*

4101 KK CE2EC

4102 BA 0.264

4103 PB 2.77

4104 LS 0 83.1

4105 UD 0.308

*

4106 KK RCE2EC

4107 KM ROUTE CE2EC TO CCE2ED-C

4108 KM DESERT INN

4109 RD 5000 0.0144 0.016 0 TRAP 0 50

*

4110 KK CE2ED-C

4111 BA 0.313

4112 PB 2.77

4113 LS 0 91.7

4114 UD 0.401

*

4115 KKCCE2ED-C

4116 KM COMBINE RCE2EC AND CE2ED-C

4117 KM DESERT INN AND DECATUR

4118 HC 2

*

4119 KK DCCE2ED

4120 KM FLOW SPLIT TO CPS03

4121 KM DIVERT FLOW NORTH ON DECATUR IN SECONDARY FACILITY

4122 KM REMAINING FLOW FLOWS EAST ON DESERT INN

4123 KM DIDN FROM CITY WIDE

4124 DT DCPS03

4125 DI 0 1 100 200 300 390

4126 DQ 0 0 60 120 172 210

*

4127 KKRDCCE2ED

4128 KM ROUTE DCCE2ED TO CE3FA

4129 KM DESERT INN

4130 RD 5100 0.0137 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE114

 

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

 

4131 KK CE3FA

4132 BA 0.357

4133 PB 2.77

4134 LS 0 93.7

4135 UD 0.412

*

4136 KK CCE3FA

4137 KM COMBINE RDCCE2ED, RCR4C1 AND CE3FA

4138 KM DESERT INN AND VALLEY VIEW

4139 HC 3

*

4140 KK RCCE3FA

4141 KM ROUTE CCE3FA TO CCPS06

4142 KM FACILITY = VALLEY VIEW DRAIN

4143 KM FACILITY # = FWVV 0000

4144 KM LINING = RCB

4145 RD 500 0.003 0.015 0 TRAP 12 0

*

4146 KK PS01-C

4147 BA 0.407

4148 PB 2.77

4149 LS 0 85.4

4150 UD 0.364

*

4151 KK RPS01-C

4152 KM ROUTE PS01-C TO CPS03

4153 KM FACILITY = PALMYRA/SIRIUS DRAIN

4154 KM FACILITY # = FWPS 0157

4155 KM LINING = RCP

4156 RD 2600 0.0115 0.013 0 CIRC 8

*

4157 KK PS03

4158 BA 0.193

4159 PB 2.77

4160 LS 0 90.4

4161 UD 0.226

*

4162 KK CPS03

4163 KM COMBINE RPS01-C AND PS03

4164 KM DECATUR AND PALMYRA

4165 HC 2

*

1 HEC-1 INPUT PAGE115

 

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

 

4166 KK ED01

4167 BA 0.254

4168 PB 2.77

4169 LS 0 85.9

4170 UD 0.379

*

4171 KK RED01

4172 KM ROUTE ED01 TO CED02

4173 KM EDNA AVENUE

4174 RD 5100 0.0139 0.016 0 TRAP 0 50

*

4175 KK ED02

4176 BA 0.312

4177 PB 2.77

4178 LS 0 88.7

4179 UD 0.407

*

4180 KK ED11

4181 BA 0.242

4182 PB 2.77

4183 LS 0 85.3

4184 UD 0.370

*

4185 KK ED12

4186 BA 0.198

4187 PB 2.77

4188 LS 0 90.5

4189 UD 0.337

*

4190 KK CED12

4191 KM COMBINE ED11 AND ED12

4192 KM JONES AND ELDORA

4193 HC 2

*

4194 KK RCED12

4195 KM ROUTE CED12 TO CED13

4196 KM ELDORA STREET

4197 RD 5100 0.0135 0.016 0 TRAP 0 50

*

4198 KK ED13

4199 BA 0.208

4200 PB 2.77

4201 LS 0 91.8

4202 UD 0.382

*

1 HEC-1 INPUT PAGE116

 

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

 

4203 KK CED13

4204 KM COMBINE RCED12 AND ED13

4205 KM DECATUR AND ELDORA

4206 HC 2

*

4207 KK RCED13

4208 KM ROUTE CED13 TO CED02

4209 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

4210 KM FACILITY # = PSDE 0025

4211 KM LINING = RCB

4212 RD 1320 0.0025 0.015 0 TRAP 10 0

*

4213 KK CED02

4214 KM COMBINE RED01, ED02, AND RCED13

4215 KM DECATUR AND EDNA

4216 HC 3

*

4217 KK RCED02

4218 KM ROUTE CED02 TO CPS03

4219 KM FACILITY = PALMYRA / SIRIUS DRAIN - DECATUR LATERAL

4220 KM FACILITY # = PSDE 0000

4221 KM LINING = RCB

4222 RD 1330 0.0038 0.015 0 TRAP 12 0

*

4223 KK DCPS03

4224 KM RETRIEVE DPS03

4225 DR DCPS03

*

4226 KK RDPS03

4227 KM ROUTE DCPS03 TO CPS03

4228 KM DECATUR

4229 RD 1200 0.0033 0.016 0 TRAP 0 50

*

4230 KK CCPS03

4231 KM COMBINE CPS03, RDPS03 AND RCED02

4232 KM DECATUR AND PALMYRA

4233 HC 3

*

4234 KK RCCPS03

4235 KM ROUTE CCPS03 TO CPS06

4236 KM FACILITY = PALMYRA/SIRIUS DRAIN

4237 KM FACILITY # = FWPS 0057

4238 KM LINING = RCP

4239 RD 5280 0.0128 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE117

 

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

 

4240 KK PS06-C

4241 BA 0.387

4242 PB 2.77

4243 LS 0 91.5

4244 UD 0.317

*

4245 KK CPS06

4246 KM COMBINE RCPS03 AND PS06-C

4247 KM VALLEY VIEW AND SIRIUS

4248 HC 2

*

4249 KK CCPS06

4250 KM COMBINE CPS06 AND RCCE3FA

4251 KM VALLEY VIEW AND SIRIUS

4252 HC 2

*

4253 KK RCCPS06

4254 KM ROUTE CCPS06 TO CRCPS06

4255 KM FACILITY = PALMYRA/SIRIUS DRAIN

4256 KM FACILITY # = FWPS 0000

4257 KM LINING = RCB

4258 RD 3000 0.015 0.015 0 TRAP 12 0

*

4259 KK FW09

4260 BA 0.255

4261 PB 2.77

4262 LS 0 94.0

4263 UD 0.399

*

4264 KK DSPM

4265 KM DIVERT FLOW TO SPRING MTN./I-15 INTERCHANGE DETENTION BASIN

4266 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

4267 DT DSM

4268 DI 0 50 100 200 300 400 1000 2000

4269 DQ 0 0 20 60 160 260 260 260

*

4270 KK RDSPM

4271 KM ROUTE DSPM TO CCE3FD-C

4272 KM FROM "HYDRAULIC DESIGN REPORT FOR I-15 WIDENING" BY LOUIS BERGER 1999

4273 KM LINING = RCP

4274 RD 1390 0.0046 0.015 0 CIRC 5

*

1 HEC-1 INPUT PAGE118

 

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

 

4275 KK CE3FD-C

4276 BA 0.281

4277 PB 2.77

4278 LS 0 94.0

4279 UD 0.431

*

4280 KKCCE3FD-C

4281 KM COMBINE RDSPM AND CE3FD-C

4282 KM FREEWAY CHANNEL AND DESERT INN

4283 HC 2

*

4284 KK RCCE3FD

4285 KM ROUTE CCE3FD-C TO CRCPS06

4286 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

4287 KM FACILITY # = FW15 0301

4288 KM LINING = CONCRETE

4289 RD 1300 0.0042 0.015 0 TRAP 12 2

*

4290 KK CRCPS06

4291 KM COMBINE RCCCE3FD AND RCCPS06

4292 KM COMBINATION AT FREEWAY CHANNEL AND PALMYRA

4293 HC 2

*

4294 KKRCRCPS06

4295 KM ROUTE CRCPS06 TO CPS08

4296 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

4297 KM FACILITY # = FW15 0271

4298 KM LINING = RCB

4299 RD 1520 0.0059 0.015 0 TRAP 24 0

*

4300 KK PS08

4301 BA 0.179

4302 PB 2.77

4303 LS 0 92.3

4304 UD 0.238

*

4305 KK CPS08

4306 KM COMBINE RCRCPS06 AND PS08

4307 KM FREEWAY CHANNEL AND SUBBASIN PS08

4308 HC 2

*

4309 KK ED05-C

4310 BA 0.441

4311 PB 2.77

4312 LS 0 91.3

4313 UD 0.495

*

1 HEC-1 INPUT PAGE119

 

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

 

4314 KK RED05-C

4315 KM ROUTE ED05-C TO CCPS08

4316 KM EDNA AVENUE

4317 RD 1900 0.0158 0.016 0 TRAP 0 50

*

4318 KK CCPS08

4319 KM COMBINE CPS08 AND RED05-C

4320 KM EDNA AND FREEWAY CHANNEL

4321 HC 2

*

4322 KK RCCPS08

4323 KM ROUTE CCPS08 TO CED10-C

4324 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

4325 KM FACILITY # = FW15 0242

4326 KM LINING = RCB

4327 RD 1500 0.0093 0.015 0 TRAP 24 0

*

4328 KK ED10-C

4329 BA 0.217

4330 PB 2.77

4331 LS 0 90.8

4332 UD 0.293

*

4333 KK CED10-C

4334 KM COMBINE RCCPS08 AND ED10-C

4335 KM COMBINATION OF FREEWAY CHANNEL AND ED10-C

4336 HC 2

*

4337 KKRCED10-C

4338 KM ROUTE CED10-C TO CSA08

4339 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

4340 KM FACILITY # = FW15 0214

4341 KM LINING = RCB

4342 RD 1610 0.0073 0.015 0 TRAP 24 0

*

4343 KK SA06-C

4344 BA 0.203

4345 PB 2.77

4346 LS 0 93.7

4347 UD 0.384

*

4348 KK RSA06-C

4349 KM ROUTE SA06-C TO CSA08

4350 KM FACILITY = FREEWAY CHANNEL SAHARA

4351 KM FACILITY # = FWSA 0000

4352 KM LINING = RCB

4353 RD 5700 0.0149 0.015 0 TRAP 7 0

*

1 HEC-1 INPUT PAGE120

 

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

 

4354 KK SA08

4355 BA 0.218

4356 PB 2.77

4357 LS 0 94.0

4358 UD 0.265

*

4359 KK CSA08

4360 KM COMBINE RSA06-C AND SA08

4361 KM FREEWAY CHANNEL AND SAHARA AVENUE

4362 HC 2

*

4363 KK CCSA08

4364 KM COMBINE RCED10-C AND CSA08

4365 KM FREEWAY CHANNEL AND SAHARA AVENUE

4366 HC 2

*

4367 KK RCCSA08

4368 KM ROUTE CCSA08 TO COK11-C

4369 KM FACILITY = FREEWAY CHANNEL DESERT INN TO I-15

4370 KM FACILITY # = FW15 0125,0150,0175

4371 KM LINING = RCB

4372 RD 3402 0.008 0.015 0 TRAP 20 0

*

4373 KK CH14-C

4374 BA 0.168

4375 PB 2.77

4376 LS 0 91.6

4377 UD 0.432

*

4378 KK RCH14-C

4379 KM ROUTE CH14-C TO COK09-C

4380 KM OAKEY

4381 RD 2225 0.022 0.016 0 TRAP 0 50

*

4382 KK OK09-C

4383 BA 0.377

4384 PB 2.77

4385 LS 0 91.8

4386 UD 0.606

*

4387 KK COK09-C

4388 KM COMBINE RCH14-C AND OK09-C

4389 KM OAKEY AND CAMPBELL

4390 HC 2

*

1 HEC-1 INPUT PAGE121

 

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

 

4391 KKRCOK09-C

4392 KM ROUTE COK09-C TO COK10

4393 KM FACILITY = OAKEY DRAIN

4394 KM FACILITY # = FWOK 0040, 0060, 0076

4395 KM LINING = RCB

4396 RD 2300 0.015 0.015 0 TRAP 5 0

*

4397 KK OK10

4398 BA 0.307

4399 PB 2.77

4400 LS 0 90.7

4401 UD 0.379

*

4402 KK COK10

4403 KM COMBINE RCOK09-C AND OK10

4404 KM OAKEY AND VILLA DE CONDE

4405 HC 2

*

4406 KK RCOK10

4407 KM ROUTE COK10 TO 1COK11C

4408 KM FACILITY = OAKEY DRAIN

4409 KM FACILITY # = FWOK 0000, 0020, 0040

4410 KM LINING = RCB

4411 RD 3100 0.006 0.015 0 TRAP 10 0

*

4412 KK OK11-C

4413 BA 0.308

4414 PB 2.77

4415 LS 0 90.2

4416 UD 0.528

*

4417 KK 1COK11C

4418 KM COMBINE RCOK10, AND OK11-C

4419 KM OAKEY DRAIN @ FREEWAY CHANNEL

4420 HC 2

*

4421 KK COK11C

4422 KM COMBINE RCCSA08 AND 1COK11C

4423 KM FREEWAY CHANNEL AND OAKEY

4424 HC 2

*

4425 KK RCOK11C

4426 KM ROUTE COK11C TO CCWAL2

4427 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

4428 KM FACILITY # = FW15 0100

4429 KM LINING = RCB

4430 RD 1575 0.0017 0.015 0 TRAP 36 0

*

1 HEC-1 INPUT PAGE122

 

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

 

4431 KK WAL1

4432 BA 0.209

4433 PB 2.77

4434 LS 0 88.7

4435 UD 0.316

*

4436 KK RWAL1

4437 KM ROUTE WAL1 TO CWAL2

4438 KM WALDMAN

4439 RD 3100 0.0081 0.016 0 TRAP 0 50

*

4440 KK WAL2

4441 BA 0.245

4442 PB 2.77

4443 LS 0 86.1

4444 UD 0.367

*

4445 KK CWAL2

4446 KM COMBINE RWAL1 AND WAL2

4447 HC 2

*

4448 KK CCWAL2

4449 KM COMBINE RCOK11C AND CWAL2

4450 KM FREEWAY CHANNEL AND WALDMAN

4451 HC 2

*

4452 KK RCCWAL2

4453 KM ROUTE CCWAL2 TO CCH50

4454 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

4455 KM FACILITY # = FW15 0089, 0050

4456 KM LINING = RCB

4457 RD 1850 0.0017 0.015 0 TRAP 36 0

*

4458 KK CH50

4459 BA 0.258

4460 PB 2.77

4461 LS 0 94.3

4462 UD 0.544

*

4463 KK CCH50

4464 KM COMBINE RCCWAL2 AND CH50

4465 KM COMBINATION AT FREEWAY CHANNEL

4466 HC 2

*

1 HEC-1 INPUT PAGE123

 

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

 

4467 KK CH15-C

4468 BA 0.237

4469 PB 2.77

4470 LS 0 91.3

4471 UD 0.332

*

4472 KK RCH15-C

4473 KM ROUTE CH15-C TO CCH18-C

4474 KM CHARLESTON

4475 RD 3900 0.0103 0.016 0 TRAP 0 50

*

4476 KK CH18-C

4477 BA 0.290

4478 PB 2.774

4479 LS 0 90.1

4480 UD 0.327

*

4481 KK CCH18-C

4482 KM COMBINE RCH15-C AND CH18-C

4483 KM RANCHO DR AND CHARLESTON

4484 HC 2

*

4485 KKRCCH18-C

4486 KM ROUTE CCH18-C TO CCCH18-C

4487 KM FACILITY = WEST CHARLESTON DRAINS

4488 KM FACILITY # = FWCH 0044, 0047

4489 KM LINING = RCB

4490 RD 850 0.0205 0.015 0 TRAP 7 0

*

4491 KK AL92

4492 BA 0.429

4493 PB 2.77

4494 LS 0 83.9

4495 UD 0.489

*

4496 KK DAL92

4497 KM FLOW SPLIT TO AL93

4498 KM INTERSECTION FLOW SPLIT AT ALTA AND RANCHO

4499 KM FROM PREDESIGN REPORT FOR I-15 FREEWAY CHANNEL (PB, 1999)

4500 DT DAL93

4501 DI 0 310 1000

4502 DQ 0 120 390

*

1 HEC-1 INPUT PAGE124

 

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

 

4503 KK RDAL92

4504 KM ROUTE DAL92 TO CAL95

4505 KM RANCHO

4506 RD 1300 0.0015 0.016 0 TRAP 0 50

*

4507 KK AL95-C

4508 BA 0.192

4509 PB 2.77

4510 LS 0 84.7

4511 UD 0.313

*

4512 KK CAL95

4513 KM COMBINE RDAL92 AND AL95-C

4514 KM RANCHO AND PALOMINO

4515 HC 2

*

4516 KKRCAL95-C

4517 KM ROUTE CAL95 TO CCCH18-C

4518 KM FACILITY = WEST CHARLESTON DRAINS - RANCHO

4519 KM FACILITY # = CHRA 0000, 0006, 0014

4520 KM LINING = RCB

4521 RD 1326 0.015 0.015 0 TRAP 5 0

*

4522 KKCCCH18-C

4523 KM COMBINE RCAL95-C AND RCCH18-C

4524 KM RANCHO DRAINS AND WEST CHARLESTON DRAINS

4525 HC 2

*

4526 KKRCCCH18C

4527 KM ROUTE CCCH18-C TO CCH22

4528 KM FACILITY = WEST CHARLESTON DRAINS

4529 KM FACILITY # = FWCH 0000, 0020, 0036

4530 KM LINING = RCP

4531 RD 2975 0.0074 0.015 0 TRAP 10

*

4532 KK CH22-C

4533 BA 0.230

4534 PB 2.77

4535 LS 0 94.7

4536 UD 0.422

*

4537 KK CCH22

4538 KM COMBINE RCCCH18C AND CH22-C

4539 KM I15 AND CHARLESTON

4540 HC 2

*

1 HEC-1 INPUT PAGE125

 

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

 

4541 KK CCCH22

4542 KM COMBINE CCH50 AND CCH22

4543 KM FREEWAY CHANNEL AND CHARLESTON

4544 HC 2

*

4545 KK RCCCH22

4546 KM ROUTE CCCH22 TO CAL96

4547 KM FACILITY = FREEWAY CHANNEL FROM DESERT INN TO I-15

4548 KM FACILITY # = FW15 0010, 0038

4549 KM LINING = RCB

4550 RD 2622 0.0017 0.015 0 TRAP 36 0

*

* CHARLESTON BLVD WATERSHED

*

4551 KK CH51

4552 BA 0.237

4553 PB 2.77

4554 LS 0 92.5

4555 UD 0.467

*

4556 KK RCH51

4557 KM ROUTE CH51 TO CCH52

4558 KM FACILITY = FLAMINGO - BOULDER NORTH

4559 KM FACILITY # = FLBN 0342

4560 KM LINING = RCB

4561 RD 4300 0.0042 0.015 0 TRAP 7 0

*

4562 KK CH52-C

4563 BA 0.311

4564 PB 2.77

4565 LS 0 94.8

4566 UD 0.389

*

4567 KK CCH52

4568 KM COMBINE CCCH22, RCH51 AND CH52-C

4569 KM CHARLESTON AND LAS VEGAS BLVD

4570 HC 3

*

4571 KK RCCH52

4572 KM ROUTE CCH52 TO CCH56

4573 KM FACILITY = FLAMINGO - BOULDER NORTH

4574 KM FACILITY # = FLBN 0281

4575 KM LINING = RCB

4576 RD 2000 0.0133 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE126

 

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

 

4577 KK CH56-A

4578 BA 0.140

4579 PB 2.77

4580 LS 0 92.4

4581 UD 0.362

*

4582 KK CCH56A

4583 KM COMBINE RCCH52 AND CH56-A

4584 KM CHARLESTON AND 10TH ST

4585 HC 2

*

4586 KK RCCH56A

4587 KM ROUTE CCH56A TO CCH56B

4588 KM FACILITY = FLAMINGO - BOULDER NORTH

4589 KM FACILITY # = FLBN 0281

4590 KM LINING = RCB

4591 RD 1100 0.0133 0.015 0 TRAP 10 0

*

4592 KK CH56-B

4593 BA 0.244

4594 PB 2.77

4595 LS 0 90.0

4596 UD 0.492

*

4597 KK DFLAM

4598 KM RETRIEVE DFLAM

4599 DR DFLAM

*

4600 KK RDFLAM

4601 KM ROUTE DFLAM TO CCH60A

4602 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

4603 KM FACILITY # = FLMP 0000

4604 KM LINING = RCB

4605 RD 5300 0.0049 0.015 0 TRAP 8 0

*

4606 KK CH60-A

4607 BA 0.377

4608 PB 2.77

4609 LS 0 91.8

4610 UD 0.440

*

4611 KK CCH60A

4612 KM COMBINE RDFLAM AND CH60-A

4613 HC 2

*

1 HEC-1 INPUT PAGE127

 

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

 

4614 KK CCH56B

4615 KM COMBINE RCCH56A, CH56-B, AND CCH60A

4616 KM MARYLAND PARKWAY AND CHARLESTON

4617 HC 3

*

4618 KK RCCH56B

4619 KM ROUTE CCH56B TO CCH63-A

4620 KM FACILITY = FLAMINGO - BOULDER NORTH

4621 KM FACILITY # = FLBN 0205

4622 KM LINING = RCB

4623 RD 1200 0.023 0.015 0 TRAP 10 0

*

4624 KK CH63-A

4625 BA 0.112

4626 PB 2.77

4627 LS 0 89.7

4628 UD 0.245

*

4629 KK CCH63A

4630 KM COMBINE RCCH56B AND CH63-A

4631 KM CHARLESTON AND 15TH ST

4632 HC 2

*

4633 KK RCCH63A

4634 KM ROUTE CCH63A TO CCH63B

4635 KM FACILITY = FLAMINGO - BOULDER NORTH

4636 KM FACILITY # = FLBN 0205

4637 KM LINING = RCB

4638 RD 2800 0.023 0.015 0 TRAP 10 0

*

4639 KK CH63-B

4640 BA 0.153

4641 PB 2.77

4642 LS 0 90.4

4643 UD 0.172

*

4644 KK CCH63B

4645 KM COMBINE RCCH63A AND CH63-B

4646 KM CHARLESTON AND BURNHAM

4647 HC 2

*

4648 KK RCCH63B

4649 KM ROUTE CCH63B TO CCH68A

4650 KM FACILITY = FLAMINGO - BOULDER NORTH

4651 KM FACILITY # = FLBN 0180

4652 KM LINING = RCB

4653 RD 1900 0.0131 0.015 0 TRAP 20 0

*

1 HEC-1 INPUT PAGE128

 

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

 

4654 KK CH68-A

4655 BA 0.294

4656 PB 2.77

4657 LS 0 90.2

4658 UD 0.367

*

4659 KK CCH68A

4660 KM COMBINE RCCH63B AND CH68-A

4661 KM CHARLESTON AND BOULDER HIGHWAY

4662 HC 2

*

4663 KK RCCH68A

4664 KM ROUTE CCH68A TO CCH67A

4665 KM FACILITY = FLAMINGO - BOULDER NORTH

4666 KM FACILITY # = FLBN 0038

4667 KM LINING = RCB

4668 RD 960 0.0059 0.015 0 TRAP 15 0

*

4669 KK CH67-A

4670 BA 0.333

4671 PB 2.77

4672 LS 0 86.0

4673 UD 0.359

*

4674 KK CCH67A

4675 KM COMBINE RCCH68A AND CH67-A

4676 HC 2

*

4677 KK RCCH67A

4678 KM ROUTE CCH67A TO CFR04

4679 KM FACILITY = FLAMINGO - BOULDER NORTH

4680 KM FACILITY # = FLBN 0038

4681 KM LINING = RCB

4682 RD 4340 0.0059 0.015 0 TRAP 15 0

*

4683 KK CH64-A

4684 BA 0.297

4685 PB 2.77

4686 LS 0 90.0

4687 UD 0.527

*

4688 KK RCH64-A

4689 KM ROUTE CH64-A TO CFR04A

4690 KM OAKEY TO BOULDER HIGHWAY

4691 RD 7100 0.018 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE129

 

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

 

4692 KK FR04-A

4693 BA 0.255

4694 PB 2.77

4695 LS 0 87.8

4696 UD 0.343

*

4697 KK CFR04A

4698 KM COMBINE RCH64 AND FR04-A

4699 HC 2

*

4700 KK CCFR04A

4701 KM COMBINE RCCH67A AND CFR04A

4702 KM OAKEY AND BOULDER HIGHWAY

4703 HC 2

*

4704 KKRCCFR04A

4705 KM ROUTE CCFR04A TO CCFR03A

4706 KM FACILITY = FLAMINGO - BOULDER NORTH

4707 KM FACILITY # = FLBN 0038

4708 KM LINING = RCB

4709 RD 1800 0.0059 0.015 0 TRAP 15 0

*

4710 KK FR03-A

4711 BA 0.233

4712 PB 2.77

4713 LS 0 84.8

4714 UD 0.361

*

4715 KK CFR03A

4716 KM COMBINE RCCFR04A AND FR03-A

4717 KM BOULDER HIGHWAY AND ST. LOUIS

4718 HC 2

*

4719 KK RCFR03A

4720 KM ROUTE CFR03A TO CFR03C

4721 KM FACILITY = FLAMINGO - BOULDER NORTH

4722 KM FACILITY # = FLBN 0038

4723 KM LINING = RCB

4724 RD 2000 0.0059 0.015 0 TRAP 15 0

*

* SAHARA AVE WATERSHED

*

1 HEC-1 INPUT PAGE130

 

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

 

4725 KK SA10-2

4726 BA 0.204

4727 PB 2.77

4728 LS 0 91.9

4729 UD 0.633

*

4730 KK SA10-1

4731 BA 0.277

4732 PB 2.77

4733 LS 0 92.6

4734 UD 0.611

*

4735 KK CSA10-1

4736 KM COMBINE SA10-1 AND SA10-2

4737 KM NEAR SAHARA AND UPRR

4738 HC 2

*

4739 KKRCSA10-1

4740 KM ROUTE CSA10-1 TO CSA11

4741 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4742 KM FACILITY # = BHSA 0289

4743 KM LINING = RCB

4744 RD 2300 0.0087 0.015 0 TRAP 14 0

*

4745 KK SA11

4746 BA 0.395

4747 PB 2.77

4748 LS 0 94.9

4749 UD 0.511

*

4750 KK CSA11

4751 KM COMBINE RCSA10 AND SA11

4752 KM SAHARA AND LAS VEGAS BLVD

4753 HC 2

*

4754 KK RCSA11

4755 KM ROUTE CSA11 TO CSA13-CB

4756 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4757 KM FACILITY # = BHSA 0175

4758 KM LINING = RCB

4759 RD 3030 0.0067 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE131

 

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

 

4760 KK SA13-CB

4761 BA 0.115

4762 PB 2.77

4763 LS 0 93.7

4764 UD 0.328

*

4765 KKCSA13-CB

4766 KM COMBINE RCSA11 AND SA13-CB

4767 KM MARYLAND PARKWAY AND SAHARA

4768 HC 2

*

4769 KKRCSA13-CB

4770 KM ROUTE CSA13-CB TO CFR01B

4771 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4772 KM FACILITY # = BHSA 0175

4773 KM LINING = RCB

4774 RD 1670 0.0067 0.015 0 TRAP 14 0

*

4775 KK FR01B

4776 BA 0.067

4777 PB 2.77

4778 LS 0 93.1

4779 UD 0.313

*

4780 KK CFR01B

4781 KM COMBINE RCSA13-CB AND FR01B

4782 KM 10TH STREET AND SAHARA

4783 HC 2

*

4784 KK RCFR01B

4785 KM ROUTE CFR01B TO CSA13-CC

4786 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4787 KM FACILITY # = BHSA 0175

4788 KM LINING = RCB

4789 RD 1315 0.0067 0.015 0 TRAP 14 0

*

4790 KK SA13-CC

4791 BA 0.110

4792 PB 2.77

4793 LS 0 94.6

4794 UD 0.319

*

1 HEC-1 INPUT PAGE132

 

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

 

4795 KKCSA13-CC

4796 KM COMBINE RCFR01B AND SA13-CC

4797 KM MARYLAND PARKWAY AND SAHARA

4798 HC 2

*

4799 KKRCSA13-CC

4800 KM ROUTE CSA13-CC TO CFR02A

4801 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4802 KM FACILITY # = BHSA 0075

4803 KM LINING = RCB

4804 RD 1330 0.0211 0.015 0 TRAP 12 0

*

4805 KK FR02A

4806 BA 0.114

4807 PB 2.77

4808 LS 0 90.9

4809 UD 0.275

*

4810 KK CFR02A

4811 KM COMBINE RCSA13-CC AND FR02A

4812 KM 15TH STREET AND SAHARA

4813 HC 2

*

4814 KK RCFR02A

4815 KM ROUTE CFR02A TO CFR02B

4816 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4817 KM FACILITY # = BHSA 0075

4818 KM LINING = RCB

4819 RD 1240 0.0211 0.015 0 TRAP 12 0

*

4820 KK FR02B

4821 BA 0.042

4822 PB 2.77

4823 LS 0 86.2

4824 UD 0.152

*

4825 KK CFR02B

4826 KM COMBINE RCFR02A AND FR02B

4827 KM 17TH STREET AND SAHARA

4828 HC 2

*

* KKRCFR02B

* KMROUTE CFR02B TO SA14A

* KMFACILITY = BOULDER HIGHWAY - SAHARA AVENUE

* KMFACILITY # = BHSA 0075

* KMLINING = RCB

* RD210 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE133

 

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

 

4829 KK SA14A

4830 BA 0.127

4831 PB 2.77

4832 LS 0 90.7

4833 UD 0.228

*

4834 KK CSA14A

4835 KM COMBINE RCFR02B AND SA14A

4836 KM SPENCER AND SAHARA

4837 HC 2

*

4838 KK RCSA14A

4839 KM ROUTE CSA14A TO CSA14B

4840 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4841 KM FACILITY # = BHSA 0075

4842 KM LINING = RCB

4843 RD 1300 0.0211 0.015 0 TRAP 12 0

*

4844 KK SA13-CA

4845 BA 0.245

4846 PB 2.77

4847 LS 0 94.5

4848 UD 0.631

*

4849 KKRSA13-CA

4850 KM ROUTE SA13-CA TO CFW40A

4851 KM FACILITY = KAREN AVE

4852 RD 4070 0.0214 0.016 0 TRAP 0 50

*

4853 KK FW40A

4854 BA 0.118

4855 PB 2.77

4856 LS 0 85.1

4857 UD 0.264

*

4858 KK CFW40A

4859 KM COMBINE RSA13-CA AND FW40A

4860 KM BURNHAM AND KAREN

4861 HC 2

*

4862 KK DFW40AN

4863 KM FLOW SPLIT AT BURNHAM/KAREN

4864 KM DIVERTED FLOW CONTINUES IN KAREN

4865 DT DFW40AE

4866 DI 0 100 200 300

4867 DQ 0 82 164 246

*

1 HEC-1 INPUT PAGE134

 

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

 

4868 KKRDFW40AN

4869 KM ROUTE DFW40AN TO CSA14B

4870 KM FACILITY = BURNHAM AVE

4871 RD 1250 0.0080 0.016 0 TRAP 0 50

*

4872 KK SA14B

4873 BA 0.058

4874 PB 2.77

4875 LS 0 90.9

4876 UD 0.175

*

4877 KK CSA14B

4878 KM COMBINE RCSA14A, RDFW40AN AND SA14B

4879 KM BURNHAM AND SAHARA

4880 HC 3

*

4881 KK RCSA14B

4882 KM ROUTE CSA14B TO CSA14C

4883 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4884 KM FACILITY # = BHSA 0075

4885 KM LINING = RCB

4886 RD 1325 0.0211 0.015 0 TRAP 12 0

*

4887 KK FR01A

4888 BA 0.177

4889 PB 2.77

4890 LS 0 91.3

4891 UD 0.499

*

4892 KK RFR01A

4893 KM ROUTE FR01A TO FR02C

4894 KM FACILITY = ST LOUIS AVE

4895 RD 5400 0.0209 0.016 0 TRAP 0 50

*

4896 KK FR02C

4897 BA 0.258

4898 PB 2.77

4899 LS 0 87.1

4900 UD 0.375

*

4901 KK CFR02C

4902 KM COMBINE RFR01A AND FR02C

4903 KM EASTERN AND ST LOUIS AVE

4904 HC 2

*

1 HEC-1 INPUT PAGE135

 

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

 

4905 KK RFR02C

4906 KM ROUTE CFR02 TO CSA14C

4907 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

4908 KM FACILITY # = SAEA 0000

4909 KM LINING = RCB

4910 RD 1440 0.002 0.015 0 TRAP 10 0

*

4911 KK SA14C

4912 BA 0.060

4913 PB 2.77

4914 LS 0 93.2

4915 UD 0.179

*

4916 KK CSA14C

4917 KM COMBINE RCSA14B, RFR02C AND SA14C

4918 KM EASTERN AND SAHARA

4919 HC 3

*

4920 KK RCSA14C

4921 KM ROUTE CSA14C TO CSA16A

4922 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4923 KM FACILITY # = BHSA 0026

4924 KM LINING = RCB

4925 RD 1300 0.013 0.015 0 TRAP 14 0

*

4926 KK SA16A

4927 BA 0.059

4928 PB 2.77

4929 LS 0 90.9

4930 UD 0.199

*

4931 KK CSA16A

4932 KM COMBINE RCSA14C AND SA16A

4933 KM ATLANTIC AND SAHARA

4934 HC 2

*

4935 KK RCSA16A

4936 KM ROUTE CSA16A TO CSA16B

4937 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4938 KM FACILITY # = BHSA 0026

4939 KM LINING = RCB

4940 RD 1315 0.013 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE136

 

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

 

4941 KK DFW40AE

4942 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

4943 DR DFW40AE

*

4944 KK FW41A

4945 BA 0.160

4946 PB 2.77

4947 LS 0 84.0

4948 UD 0.337

*

4949 KK CFW41A

4950 KM COMBINE DFW40AE AND FW41A

4951 KM MCLEOD AND KAREN

4952 HC 2

*

4953 KK DFW41AN

4954 KM FLOW SPLIT AT MCLEOD/KAREN

4955 KM DIVERTED FLOW CONTINUES IN KAREN

4956 DT DFW41AE

4957 DI 0 100 200 300 400

4958 DQ 0 63 128 194 260

*

4959 KKRDFW41AN

4960 KM ROUTE DFW41AN TO CSA16B

4961 KM FACILITY = MCLEOD DR

4962 RD 1295 0.0116 0.016 0 TRAP 0 50

*

4963 KK SA16B

4964 BA 0.060

4965 PB 2.77

4966 LS 0 89.6

4967 UD 0.206

*

4968 KK CSA16B

4969 KM COMBINE RCSA16A, RDFW41AN AND SA16B

4970 KM MCLEOD AND SAHARA

4971 HC 3

*

4972 KK RCSA16B

4973 KM ROUTE CSA16B TO CSA16C

4974 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4975 KM FACILITY # = BHSA 0026

4976 KM LINING = RCB

4977 RD 1390 0.013 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE137

 

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

 

4978 KK SA16C

4979 BA 0.065

4980 PB 2.77

4981 LS 0 90.6

4982 UD 0.192

*

4983 KK CSA16C

4984 KM COMBINE RCSA16B AND SA16C

4985 KM SAHARA AND MOJAVE

4986 HC 2

*

4987 KK FR03-B

4988 BA 0.065

4989 PB 2.77

4990 LS 0 90.6

4991 UD 0.192

*

4992 KK CFR03B

4993 KM COMBINE CSA16C AND FR03-B

4994 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

4995 HC 2

*

4996 KK RCFR03B

4997 KM ROUTE CFR03B TO CCFR03

4998 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4999 KM FACILITY # = BHSA 0000

5000 KM LINING = RCB

5001 RD 1300 0.0079 0.015 0 TRAP 14 0

*

5002 KK FR03-C

5003 BA 0.036

5004 PB 2.77

5005 LS 0 92.0

5006 UD 0.230

*

5007 KK CCFR03

5008 KM COMBINE RCFR03B, RCFR03A AND FR03-C

5009 KM BOULDER HIGHWAY AND SAHARA

5010 HC 3

*

* ***********************************************

* END INPUT FROM CENTRAL WATERSHED MODEL SW3.DAT

* (PBS&J - DATED MAY 2008)

* ***********************************************

*

1 HEC-1 INPUT PAGE138

 

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

 

5011 KK RCFR03

5012 KM ROUTE CFR03 TO CFW33 IN BOULDER HIGHWAY

5013 KM FACILITY = FLAMINGO - BOULDER HIGHWAY NORTH

5014 KM FACILITY # = FLBN 0020/0019 AND 0000

5015 KM LINING = RCB 2:12' X 12'

5016 RD 2200 0.002 0.015 0 TRAP 24 0

*

5017 KK DFW41AE

5018 KM RETRIEVE DIVERTED FLOW FROM MCLEOD/KAREN

5019 DR DFW41AE

*

5020 KKRDFW41AE

5021 KM ROUTE DFW41AE TO CFW33

5022 KM FACILITY = KAREN AVE

5023 RD 3900 0.020 0.016 0 TRAP 0 50

*

5024 KK CFW33

5025 KM COMBINE CFW33W, DFW41AE AND CFR03 (FROM CENTRAL BASIN WATERSHED)

5026 HC 3

*

5027 KK RCFW33

5028 KM ROUTE CFW33 TO CFW34 IN FLAMINGO WASH

5029 KM FACILITY = FLAMINGO WASH

5030 KM FACILITY # = FLWA 0255, 0228, 0226, AND 0200

5031 KM LINING = CONCRETE

5032 RD 2915 0.008 0.015 0 TRAP 70 0

*

5033 KK FW34

5034 BA 0.297

5035 PB 2.77

5036 LS 0 90.9

5037 UD 0.392

*

5038 KK CFW34

5039 KM COMBINE CFW33B AND FW34

5040 HC 2

*

5041 KK RCFW34

5042 KM ROUTE CFW34 TO CFW36 IN FLAMINGO WASH

5043 KM FACILITY = FLAMINGO WASH

5044 KM FACILITY # = FLWA 0176/0175, 0174, 0080/0079, AND 0078

5045 KM LINING = CONCRETE

5046 RD 6490 0.009 0.015 0 TRAP 50 1

*

1 HEC-1 INPUT PAGE139

 

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

 

5047 KK FW36

5048 BA 0.480

5049 PB 2.77

5050 LS 0 87.7

5051 UD 0.448

*

5052 KK CFW36

5053 KM COMBINE CFW34 AND FW36

5054 HC 2

*

5055 KK RCFW36

5056 KM ROUTE CFW36 TO CFW38 IN DESERT ROSE GOLF COURSE

5057 KM FACILITY = FLAMINGO WASH

5058 KM FACILITY # = FLWA 0000

5059 KM LINING = GRASS-LINED CHANNEL

5060 RD 4570 0.005 0.03 0 TRAP 107 2

*

5061 KK FW38

5062 BA 0.543

5063 PB 2.78

5064 LS 0 79.0

5065 UD 0.457

*

5066 KK CFW38

5067 KM COMBINE CFW36 AND FW38 - TOTAL FLOW IN FLAMINGO WASH

5068 HC 2

*

5069 KK FW35

5070 BA 0.466

5071 PB 2.77

5072 LS 0 86.0

5073 UD 0.484

*

5074 KK RFW35

5075 KM ROUTE FW35 TO LAS VEGAS WASH

5076 KM FACILITY # = NLWY 0030, 0028, 0015, 0014, 0006, 0004, AND 0000

5077 KM LINING = CONCRETE CHANNEL

5078 RD 1870 0.003 0.015 0 TRAP 8 1.3

*

5079 KK FW37

5080 BA 0.398

5081 PB 2.77

5082 LS 0 84.1

5083 UD 0.432

*

1 HEC-1 INPUT PAGE140

 

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

 

5084 KK B1

5085 BA 0.501

5086 PB 2.77

5087 LS 0 85.8

5088 UD 0.424

*

5089 KK B2

5090 BA 0.243

5091 PB 2.77

5092 LS 0 85.0

5093 UD 0.471

*

5094 KK CB2

5095 KM COMBINE B1 AND B2

5096 HC 2

*

5097 KK RCB2

5098 KM ROUTE CB2 TO CB4

5099 KM FACILITY = VAN BUSKIRK - TWAIN

5100 KM FACILITY # = VBTW 0000

5101 KM LINING = SMALL RCP (USED ROAD FOR ROUTE)

5102 RD 2400 0.025 0.016 0 TRAP 0 50

*

5103 KK B3

5104 BA 0.193

5105 PB 2.77

5106 LS 0 86.9

5107 UD 0.319

*

5108 KK RB3

5109 KM ROUTE B3 TO CB4 IN BOULDER HWY

5110 KM FACILITY = FLAMINGO - BOULDER HIGHWAY SOUTH

5111 KM FACILITY # = FLBS 0167

5112 KM LINING = UNLINED MEDIAN CHANNEL

5113 RD 5200 0.012 0.025 0 TRAP 0 9

*

5114 KK B4

5115 BA 0.439

5116 PB 2.77

5117 LS 0 88.8

5118 UD 0.667

*

1 HEC-1 INPUT PAGE141

 

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

 

5119 KK CB4N

5120 KM COMBINE B3 AND B4 PRIOR TO TWAIN AVE

5121 HC 2

*

5122 KK CB4

5123 KM COMBINE CB2 AND CB4N

5124 HC 2

*

5125 KK RCB4

5126 KM ROUTE CB4 TO CB6 IN BOULDER HWY

5127 KM FACILITY = FLAMINGO - BOULDER HIGHWAY SOUTH

5128 KM FACILITY # = FLBS 0000

5129 KM LINING = UNLINED MEDIAN CHANNEL

5130 RD 4060 0.013 0.025 0 TRAP 0 4.5

*

5131 KK B5

5132 BA 0.449

5133 PB 2.77

5134 LS 0 86.0

5135 UD 0.395

*

5136 KK RB5

5137 KM ROUTE B5 TO CB6 IN MONSON CHANNEL

5138 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

5139 KM FACILITY # = LV02 0303

5140 KM LINING = RCP

5141 RD 4950 0.023 0.013 0 CIRC 4

*

5142 KK B6

5143 BA 0.356

5144 PB 2.77

5145 LS 0 87.8

5146 UD 0.370

*

5147 KK CB6

5148 KM COMBINE CB4, B5, AND B6

5149 HC 3

*

5150 KK RCB6

5151 KM ROUTE CB6 TO M4 IN MONSON CHANNEL

5152 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

5153 KM FACILITY # = LV02 0294/0293

5154 KM LINING = RCB

5155 RD 710 0.019 0.015 0 TRAP 30 0

*

1 HEC-1 INPUT PAGE142

 

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

 

5156 KK M1

5157 BA 0.510

5158 PB 2.77

5159 LS 0 87.6

5160 UD 0.576

*

5161 KK RM1

5162 KM ROUTE M1 TO CM2 IN NELLIS BLVD

5163 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

5164 KM FACILITY # = NLFL 0144, 0131, AND 0085/0084

5165 KM LINING = RCP/RCB

5166 RD 2620 0.004 0.015 0 TRAP 11 0

*

5167 KK M2

5168 BA 0.473

5169 PB 2.77

5170 LS 0 80.5

5171 UD 0.531

*

5172 KK CM2

5173 KM COMBINE M1 AND M2

5174 HC 2

*

5175 KK RCM2

5176 KM ROUTE CM2 TO CM3 IN NELLIS BLVD

5177 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

5178 KM FACILITY # = NLFL 0085/0084 AND 0060/0059

5179 KM LINING = RCB

5180 RD 2600 0.004 0.015 0 TRAP 12 0

*

5181 KK M3

5182 BA 0.291

5183 PB 2.77

5184 LS 0 85.2

5185 UD 0.351

*

5186 KK CM3

5187 KM COMBINE CM2 AND M3

5188 HC 2

*

5189 KK RCM3

5190 KM ROUTE CM3 TO CM4 IN NELLIS BLVD

5191 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

5192 KM FACILITY # = NLFL 0060/0059, 0029/0028, 0006/0005, AND 0001/0000

5193 KM LINING = RCB

5194 RD 2890 0.004 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE143

 

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

 

5195 KK M4

5196 BA 0.282

5197 PB 2.77

5198 LS 0 90.4

5199 UD 0.411

*

5200 KK CM4N

5201 KM COMBINE CM3 AND M4

5202 HC 2

*

5203 KK CM4

5204 KM COMBINE CB6 AND CM4N

5205 HC 2

*

5206 KK RCM4

5207 KM ROUTE CM4 TO CM6 IN MONSON CHANNEL

5208 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

5209 KM FACILITY # = LV02 0283, 0282/0281, 0274, 0273/0272, AND 0210

5210 KM LINING = CONCRETE

5211 RD 3780 0.006 0.015 0 TRAP 20 2

*

5212 KK M6

5213 BA 0.316

5214 PB 2.77

5215 LS 0 87.5

5216 UD 0.363

*

5217 KK CM6

5218 KM COMBINE CM4 AND M6.

5219 HC 2

*

5220 KK RCM6

5221 KM ROUTE CM6 TO CM7 IN MONSON CHANNEL

5222 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

5223 KM FACILITY # = LV02 0209/0208, 0127/0126, 0125, AND 0001/0000

5224 KM LINING = CONCRETE

5225 RD 10120 0.003 0.015 0 TRAP 30 2

*

5226 KK M7

5227 BA 0.513

5228 PB 2.77

5229 LS 0 81.4

5230 UD 0.610

*

1 HEC-1 INPUT PAGE144

 

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

 

5231 KK CM7

5232 KM COMBINE CM6 AND M7 -- TOTAL FLOW TO MONSON CHANNEL

5233 HC 2

*

5234 KK B7

5235 BA 0.262

5236 PB 2.77

5237 LS 0 86.9

5238 UD 0.318

*

5239 KK RB7

5240 KM ROUTE B7 TO CB8

5241 KM HARMON AVENUE

5242 RD 2550 0.024 0.016 0 TRAP 0 50

*

5243 KK B8

5244 BA 0.326

5245 PB 2.77

5246 LS 0 84.5

5247 UD 0.279

*

5248 KK CB8

5249 KM COMBINE B7 AND B8

5250 HC 2

*

5251 KK RCB8

5252 KM ROUTE CB8 TO CB9

5253 KM HARMON AVENUE

5254 RD 5550 0.006 0.016 0 TRAP 0 50

*

5255 KK B9

5256 BA 0.471

5257 PB 2.77

5258 LS 0 85.4

5259 UD 0.414

*

5260 KK CB9

5261 KM COMBINE CB8 AND B9

5262 HC 2

*

5263 KK RCB9

5264 KM ROUTE CB9 TO CB10 ALONG HARMON AVENUE

5265 KM FACILITY = LAS VEGAS WASH - BOULDER HIGHWAY

5266 KM FACILITY # = LVBH 0000

5267 KM LINING = RCB

5268 RD 1500 0.006 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE145

 

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

 

5269 KK B10

5270 BA 0.499

5271 PB 2.77

5272 LS 0 83.5

5273 UD 0.408

*

5274 KK RB10

5275 KM ROUTE B10 TO CB10 IN DITCH ALONG BOULDER HWY

5276 KM FACILITY TYPE = ROADWAY DITCH

5277 RD 2400 0.005 0.015 0 TRAP 0 2

*

5278 KK CB10

5279 KM COMBINE CB9 AND B10

5280 HC 2

*

5281 KK RCB10

5282 KM ROUTE CB10 TO CB13 IN BOULDER HWY

5283 KM FACILITY = LAS VEGAS WASH - BOULDER HIGHWAY

5284 KM FACILITY # = LVBH 0000

5285 KM LINING = RCB

5286 RD 3800 0.006 0.015 0 TRAP 12 0

*

5287 KK B11

5288 BA 0.333

5289 PB 2.77

5290 LS 0 88.4

5291 UD 0.371

*

5292 KK CB11

5293 KM COMBINE CB10 AND B11

5294 HC 2

*

5295 KK B12

5296 BA 0.462

5297 PB 2.77

5298 LS 0 86.4

5299 UD 0.319

*

5300 KK RB12

5301 KM ROUTE B12 TO CB13

5302 KM FACILITY = LAS VEGAS WASH - BRANCH 01 (TROPICANA AVENUE CHANNEL)

5303 KM FACILITY # = LV01 0151

5304 KM LINING = RCP

5305 RD 3200 0.005 0.013 0 CIRC 8

*

1 HEC-1 INPUT PAGE146

 

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

 

5306 KK B13

5307 BA 0.160

5308 PB 2.77

5309 LS 0 86.1

5310 UD 0.369

*

5311 KK CB12

5312 KM COMBINE B12 AND B13

5313 HC 2

*

5314 KK RCB12

5315 KM ROUTE CB12 TO CB13

5316 KM FACILITY = LAS VEGAS WASH - BRANCH 01 (TROPICANA AVENUE CHANNEL)

5317 KM FACILITY # = LV01 0151

5318 KM LINING = RCP

5319 RD 800 0.005 0.013 0 CIRC 8

*

5320 KK CB13

5321 KM COMBINE CB11 AND CB13W -- LAS VEGAS WASH - BRANCH 1 AT BOULDER HIGHWAY

5322 HC 2

*

5323 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

 

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

 

43 CH59-C

.

.

61 .-------> DFLAM

56 DCH59-C

.

.

64 . RR1

. .

. .

69 . . RR2

. . V

. . V

74 . . RRR2

. . .

. . .

78 . CRR2............

. V

. V

81 . RCRR2

. .

. .

90 . . RR5

. . V

. . V

95 . . R-RR5

. . .

. . .

104 . . . RR3

. . . .

. . . .

109 . CRR3........................

. V

. V

112 . RCRR3

. .

. .

121 . . RR10

. . .

. . .

126 . CRR10............

. V

. V

129 . RCRR10

. .

. .

138 . . RR12A

. . V

. . V

143 . . R-RR12A

. . .

. . .

152 . . . 104A

. . . .

. . . .

157 . C104A........................

. .

. .

160 . . RD1

. . V

. . V

165 . . R-RD1

. . .

. . .

169 . . . RD2

. . . .

. . . .

174 . . CRD2............

. . V

. . V

177 . . RCRD2

. . .

. . .

181 . . . RD3

. . . .

. . . .

186 . . CRD3............

. . .

. . .

189 . . . RR14A

. . . V

. . . V

194 . . . R-RR14A

. . . .

. . . .

198 . . . . RD4

. . . . .

. . . . .

203 . . . CRD4............

. . . V

. . . V

206 . . . RCRD4

. . . .

. . . .

210 . . . . RD5

. . . . .

. . . . .

215 . . . CRD5............

. . . V

. . . V

218 . . . RCRD5

. . . .

. . . .

222 . . . . RD6

. . . . .

. . . . .

227 . . . CRD6............

. . . .

. . . .

230 . INRR........................

. V

. V

234 . RRDB

. .

. .

257 . .------->*D-RROUT

255 . *DOUTRR

. .

. .

262 . .------->*REMOVED

260 . *NO_FLOW

. V

. V

265 . ROUTRR

. .

. .

273 . . R3A

. . .

. . .

278 . CR3A............

. V

. V

281 . RCR3A

. .

. .

287 . . UFR1

. . .

. . .

292 . CUFR1............

. V

. V

295 . RCUFR1

. V

. V

301 . RCUFR1A

. .

. .

307 . . UFR2

. . .

. . .

312 . CUFR2............

. V

. V

315 . RCUFR2

. .

. .

321 . . R3B

. . V

. . V

326 . . R-R3B

. . .

. . .

331 . . . R4A

. . . V

. . . V

336 . . . R-R4A

. . . .

. . . .

341 . . . . UFR3

. . . . .

. . . . .

346 . CUFR3N....................................

. .

. .

349 . . R4B

. . V

. . V

354 . . R-R4B

. . .

. . .

359 . . . UFR4

. . . .

. . . .

364 . . CUFR4............

. . V

. . V

368 . . RCUFR4

. . .

. . .

373 . CUFR3............

. V

. V

376 . RCUFR3

. .

. .

382 . . R4D

. . V

. . V

387 . . R4DB

. . .

. . .

409 . . .------->*D-R4OUT

407 . . *DOUTR4

. . .

. . .

414 . . .------->*REMOVED

412 . . *NO_FLOW

. . V

. . V

417 . . R-R4D

. . .

. . .

423 . . . UFR5

. . . .

. . . .

428 . . CUFR5............

. . V

. . V

431 . . RCUFR5

. . .

. . .

437 . . . R4C

. . . V

. . . V

442 . . . R-R4C

. . . .

. . . .

447 . . . . UFR6

. . . . .

. . . . .

452 . . CUFR8W........................

. . .

. . .

455 . . . UFR7

. . . V

. . . V

460 . . . RUFR7

. . . .

. . . .

465 . . . . UFR8

. . . . .

. . . . .

470 . . . CUFR8E............

. . . .

. . . .

473 . CUFR8........................

. V

. V

477 . RCUFR8

. .

. .

483 . . UFR9

. . V

. . V

488 . . RUFR9

. . .

. . .

494 . . . UFR10

. . . .

. . . .

499 . . CUFR10............

. . V

. . V

502 . . RCUFR10

. . .

. . .

508 . . . UFR11

. . . .

. . . .

513 . . CUFR11............

. . V

. . V

517 . . RCUFR11

. . .

. . .

523 . . . UFR12

. . . .

. . . .

528 . . CUFR13N............

. . .

. . .

532 . . . UFR13

. . . .

. . . .

537 . CUFR13........................

. V

. V

540 . RCUFR13

. .

. .

546 . . UFR14

. . .

. . .

551 . CUFR14............

. V

. V

554 . RCUFR14

. .

. .

560 . . UFR15

. . V

. . V

565 . . RUFR15

. . .

. . .

570 . . . UFR17

. . . .

. . . .

575 . . CUFR17............

. . V

. . V

578 . . RCUFR17

. . .

. . .

584 . . . R4E

. . . V

. . . V

589 . . . R-R4E

. . . .

. . . .

594 . . . . UFR16

. . . . .

. . . . .

599 . . . CUFR16............

. . . V

. . . V

602 . . . RCUFR16

. . . .

. . . .

607 . . . . UFR18

. . . . V

. . . . V

612 . . . . RUFR18

. . . . .

. . . . .

617 . . . . . UFR19A

. . . . . .

. . . . . .

622 . . . CUFR19A........................

. . . V

. . . V

625 . . . RCUFR19A

. . . .

. . . .

630 . . . . UFR19C

. . . . .

. . . . .

635 . . . CUFR19BW............

. . . .

. . . .

638 . . . . UFR19B

. . . . V

. . . . V

643 . . . . RUFR19B

. . . . .

. . . . .

648 . . . CUFR19B............

. . . V

. . . V

651 . . . RCUFR19B

. . . .

. . . .

657 . . CUFR19C............

. . V

. . V

660 . . RCUFR19C

. . .

. . .

666 . . . UFR20

. . . .

. . . .

671 . . CUFR20W............

. . .

. . .

674 . CUFR20............

. V

. V

677 . RCUFR20

. .

. .

683 . . UFR21

. . V

. . V

688 . . RUFR21

. . .

. . .

694 . . . UFR22

. . . .

. . . .

699 . . CUFR22............

. . V

. . V

702 . . RCUFR22

. . .

. . .

710 . . . UFR23

. . . .

. . . .

715 . . CUFR23............

. . V

. . V

718 . . RCUFR23

. . .

. . .

724 . . . UFR24

. . . .

. . . .

729 . CUFR24........................

. V

. V

732 . RCUFR24

. .

. .

738 . . UFR25

. . .

. . .

743 . CUFR25............

. V

. V

746 . RCUFR25

. .

. .

752 . . UFR26

. . .

. . .

757 . CUFR26............

. V

. V

760 . RCUFR26

. .

. .

766 . . F2

. . V

. . V

771 . . F2DB

. . .

. . .

782 . . .------->*D-F2OUT

780 . . *DOUTF2

. . .

. . .

787 . . .------->*REMOVED

785 . . *NO_FLOW

. . V

. . V

790 . . RF2

. . .

. . .

796 . . . UFS1

. . . .

. . . .

801 . . CUFS1............

. . V

. . V

804 . . RUFS1

. . .

. . .

810 . . . UFS2

. . . .

. . . .

815 . . CUFS2............

. . .

. . .

818 . . . F1A

. . . V

. . . V

823 . . . RF1A

. . . .

. . . .

827 . . . . F1B

. . . . V

. . . . V

832 . . . . RF1B

. . . . .

. . . . .

836 . . . . . UFS3

. . . . . .

. . . . . .

841 . . . CUFS3........................

. . . V

. . . V

846 . . . F1DB

. . . .

. . . .

857 . . . .------->*D-F1OUT

855 . . . *DOUTF1

. . . .

. . . .

862 . . . .------->*REMOVED

860 . . . *NO_FLOW

. . . V

. . . V

865 . . . RCUFS3

. . . .

. . . .

872 . . . . USF3A

. . . . .

. . . . .

877 . . . . . UFS4

. . . . . .

. . . . . .

882 . . . CUFS4........................

. . . .

. . . .

885 . . CF1F2............

. . V

. . V

889 . . RCF1F2

. . .

. . .

895 . . . UFS5A

. . . V

. . . V

900 . . . RUFS5A

. . . .

. . . .

906 . . . . UFS5B

. . . . .

. . . . .

911 . . . CUFS5BN............

. . . .

. . . .

914 . . CUFS5B............

. . V

. . V

917 . . RCUFS5B

. . .

. . .

923 . . . UFS5C

. . . .

. . . .

928 . . CUFS5CW............

. . .

. . .

931 . CUFS5C............

. .

. .

934 . . UFS6

. . V

. . V

939 . . RUFS6

. . .

. . .

943 . . . UFS7

. . . V

. . . V

948 . . . RUFS7

. . . .

. . . .

952 . . . . UFS8

. . . . .

. . . . .

957 . . CUFS8........................

. . V

. . V

961 . . F4DB

. . .

. . .

972 . . .------->*D-F4OUT

970 . . *DOUTF4

. . .

. . .

977 . . .------->*REMOVED

975 . . *NO_FLOW

. . .

. . .

993 . . .-------> DT-F4DB

980 . . DT-F401D

. . V

. . V

996 . . F401DB

. . .

. . .

1017 . . . .<------- DT-F4DB

1015 . . . DT-F4DB

. . . .

. . . .

1018 . . CF401DB............

. . V

. . V

1022 . . RCUFS8

. . .

. . .

1028 . . . UFS9

. . . .

. . . .

1033 . . CUFS9............

. . V

. . V

1037 . . RCUFS9

. . .

. . .

1043 . . . UFS12

. . . .

. . . .

1048 . . CUFS12............

. . V

. . V

1051 . . RCUFS12

. . .

. . .

1057 . . . UFS13

. . . .

. . . .

1062 . . . . F3A

. . . . V

. . . . V

1067 . . . . RF3A

. . . . .

. . . . .

1071 . . . . . UFS10

. . . . . .

. . . . . .

1076 . . . . . . UFS11

. . . . . . .

. . . . . . .

1081 . . . . CUFS11........................

. . . . V

. . . . V

1084 . . . . RCUFS11

. . . . .

. . . . .

1088 . . . CUFS13S............

. . . .

. . . .

1091 . . CCUFS12............

. . V

. . V

1094 . . RCCUFS12

. . .

. . .

1098 . . . UFS14

. . . V

. . . V

1103 . . . RUFS14

. . . .

. . . .

1107 . . . . UFS15

. . . . .

. . . . .

1112 . . . CUFS15W............

. . . .

. . . .

1115 . . CUFS15............

. . V

. . V

1119 . . RCUFS15

. . .

. . .

1125 . . . UFS16

. . . V

. . . V

1130 . . . RUFS16

. . . .

. . . .

1135 . . . . UFS17

. . . . .

. . . . .

1140 . . . CUFS18S............

. . . .

. . . .

1143 . . . . UFS18

. . . . .

. . . . .

1148 . . CUFS18........................

. . V

. . V

1152 . . RCUFS18

. . .

. . .

1158 . . . UFS19

. . . .

. . . .

1163 . . CUFS19S............

. . .

. . .

1166 . CUFS19............

. V

. V

1170 . RCUFS19

. .

. .

1176 . . UFS20

. . .

. . .

1181 . . . UFS21

. . . .

. . . .

1186 . CUFS21........................

. .

. .

1190 . . UFS22

. . V

. . V

1195 . . RUFS22

. . .

. . .

1201 . . . UFS23

. . . .

. . . .

1206 . . CUFS23............

. . V

. . V

1209 . . RCUFS23

. . .

. . .

1215 . . . UFS23-1

. . . .

. . . .

1220 . . CUFS23-1............

. . V

. . V

1223 . . RCUFS23-

. . .

. . .

1229 . . . UFS24

. . . .

. . . .

1234 . . CUFS24............

. . V

. . V

1237 . . RCUFS24

. . .

. . .

1243 . . . UFS25

. . . .

. . . .

1248 . . CUFS25............

. . V

. . V

1251 . . RCUFS25

. . .

. . .

1257 . . . UFS26

. . . .

. . . .

1262 . . CUFS26............

. . V

. . V

1265 . . RCUFS26

. . .

. . .

1271 . . . UFS27

. . . V

. . . V

1276 . . . RUFS27

. . . .

. . . .

1282 . . . . UFS28

. . . . .

. . . . .

1287 . CUFS28....................................

. V

. V

1292 . UPFLDB

. .

. .

1314 . .------->*D-UFOUT

1312 . *DOUTUF

. .

. .

1319 . .------->*REMOVED

1317 . *NO_FLOW

. V

. V

1322 . RUPFLDB

. .

. .

1328 . . TD1

. . V

. . V

1333 . . RTD1

. . .

. . .

1339 . . . TD2

. . . .

. . . .

1344 . . CTD2............

. . V

. . V

1347 . . RCTD2

. . .

. . .

1353 . . . TD3

. . . .

. . . .

1358 . . CTD3S............

. . .

. . .

1361 . CTD3............

. V

. V

1364 . RCTD3

. .

. .

1371 . . TD7

. . .

. . .

1376 . CTD7W............

. .

. .

1379 . . TD4

. . V

. . V

1384 . . RTD4

. . .

. . .

1390 . . . TD5

. . . .

. . . .

1395 . . CTD5............

. . V

. . V

1398 . . RCTD5

. . .

. . .

1404 . . . TD6

. . . .

. . . .

1409 . . CTD6............

. . V

. . V

1412 . . RCTD6

. . .

. . .

1418 . CTD7............

. V

. V

1421 . RCTD7

. .

. .

1427 . . TD8

. . V

. . V

1432 . . RTD8

. . .

. . .

1438 . . . TD9

. . . .

. . . .

1443 . . CTD9............

. . V

. . V

1446 . . RCTD9

. . .

. . .

1452 . . . TD10

. . . .

. . . .

1457 . . CTD10............

. . V

. . V

1460 . . RCTD10

. . .

. . .

1466 . . . TD11

. . . .

. . . .

1471 . . CTD11S............

. . .

. . .

1474 . CTD11............

. V

. V

1477 . RCTD11

. .

. .

1484 . . TD13

. . .

. . .

1489 . CTD13N............

. .

. .

1492 . . TD12

. . .

. . .

1497 . CTD13............

. V

. V

1500 . RCTD13

. .

. .

1506 . . B503A

. . V

. . V

1511 . . RB503A

. . .

. . .

1515 . . . BD1

. . . .

. . . .

1520 . . CBD1............

. . V

. . V

1523 . . RCBD1

. . .

. . .

1527 . . . BD2

. . . .

. . . .

1532 . . CBD2............

. . V

. . V

1535 . . RCBD2

. . .

. . .

1539 . . . BD3

. . . .

. . . .

1544 . . CBD3............

. . V

. . V

1547 . . RCBD3

. . .

. . .

1551 . . . BD4

. . . V

. . . V

1556 . . . RBD4

. . . .

. . . .

1560 . . . . BD5

. . . . .

. . . . .

1565 . . CBD5........................

. . V

. . V

1568 . . RCBD5

. . .

. . .

1572 . . . BD6

. . . .

. . . .

1577 . . CBD6............

. . V

. . V

1580 . . RCBD6

. . .

. . .

1585 . . . B73A

. . . V

. . . V

1590 . . . RB73A

. . . .

. . . .

1594 . . . . BD7

. . . . .

. . . . .

1599 . . . CBD7............

. . . V

. . . V

1602 . . . RCBD7

. . . .

. . . .

1606 . . . . B503D

. . . . V

. . . . V

1611 . . . . RB503D

. . . . .

. . . . .

1615 . . . . . BD8

. . . . . .

. . . . . .

1620 . . . . . . BD9

. . . . . . .

. . . . . . .

1625 . . . CBD9....................................

. . . V

. . . V

1628 . . . RCBD9

. . . .

. . . .

1632 . . . . BD10

. . . . .

. . . . .

1637 . . . CBD10............

. . . V

. . . V

1640 . . . RCBD10

. . . .

. . . .

1644 . . . . B502

. . . . V

. . . . V

1649 . . . . RB502

. . . . .

. . . . .

1654 . . . . . B503C

. . . . . .

. . . . . .

1659 . . . . CB503C............

. . . . V

. . . . V

1662 . . . . RCB503C

. . . . .

. . . . .

1666 . . . . . BD11

. . . . . .

. . . . . .

1671 . . . . CBD11............

. . . . .

. . . . .

1674 . . . . . BD12

. . . . . V

. . . . . V

1679 . . . . . RCBD12

. . . . . .

. . . . . .

1683 . . . . . . B71

. . . . . . V

. . . . . . V

1688 . . . . . . RB71

. . . . . . .

. . . . . . .

1697 . . . . . . . B501

. . . . . . . .

. . . . . . . .

1702 . . . . . . CB501............

. . . . . . V

. . . . . . V

1705 . . . . . . RCB501

. . . . . . .

. . . . . . .

1714 . . . . . . . B72

. . . . . . . .

. . . . . . . .

1719 . . . . . . CB72............

. . . . . . V

. . . . . . V

1722 . . . . . . RCB72

. . . . . . .

. . . . . . .

1731 . . . . . . . B503B

. . . . . . . .

. . . . . . . .

1736 . . . . . . CB503B............

. . . . . . V

. . . . . . V

1739 . . . . . . RCB503B

. . . . . . .

. . . . . . .

1743 . . . . . . . BD13

. . . . . . . .

. . . . . . . .

1748 . . . . CBD13....................................

. . . . V

. . . . V

1751 . . . . RCBD13

. . . . .

. . . . .

1760 . . . . . BD14

. . . . . .

. . . . . .

1765 . . . . CBD14............

. . . . V

. . . . V

1768 . . . . RCBD14

. . . . .

. . . . .

1777 . . . . . BD15

. . . . . V

. . . . . V

1782 . . . . . RBD15

. . . . . .

. . . . . .

1786 . . . . . . BD16

. . . . . . .

. . . . . . .

1791 . . CBD16................................................

. . V

. . V

1794 . . RCBD16

. . .

. . .

1803 . . . BD17

. . . V

. . . V

1808 . . . RBD17

. . . .

. . . .

1812 . . . . BD18

. . . . .

. . . . .

1817 . . . CBD18............

. . . V

. . . V

1820 . . . RCBD18

. . . .

. . . .

1824 . . . . B504A

. . . . V

. . . . V

1829 . . . . RB504A

. . . . .

. . . . .

1833 . . . . . BD19

. . . . . .

. . . . . .

1838 . . . CBD19........................

. . . V

. . . V

1841 . . . RCBD19

. . . .

. . . .

1850 . . . . B504B

. . . . V

. . . . V

1855 . . . . RB504B

. . . . .

. . . . .

1859 . . . . . BD20

. . . . . .

. . . . . .

1864 . . CBD20....................................

. . V

. . V

1867 . . RCBD20

. . .

. . .

1872 . . . B504C

. . . V

. . . V

1877 . . . RB504C

. . . .

. . . .

1881 . . . . BD21

. . . . V

. . . . V

1886 . . . . RBD21

. . . . .

. . . . .

1890 . . . . . BD22

. . . . . .

. . . . . .

1895 . . . . CBD22............

. . . . V

. . . . V

1898 . . . . RCBD22

. . . . .

. . . . .

1902 . . . . . BD23

. . . . . .

. . . . . .

1907 . . CBD23....................................

. . V

. . V

1912 . . BDDB

. . .

. . .

1933 . . .------->*D-BDOUT

1931 . . *DOUTBD

. . .

. . .

1938 . . .------->*REMOVED

1936 . . *NO_FLOW

. . V

. . V

1941 . . RBDDB

. . .

. . .

1952 . . . TBD1

. . . .

. . . .

1957 . . CTBD1............

. . V

. . V

1960 . . RCTBD1

. . .

. . .

1971 . . . TBD2

. . . .

. . . .

1976 . . CTBD2............

. . V

. . V

1979 . . RCTBD2

. . .

. . .

1985 . . . TBD3

. . . .

. . . .

1990 . . CTBD3............

. . V

. . V

1993 . . RCTBD3

. . .

. . .

1999 . . . TBD4

. . . .

. . . .

2004 . . CTBD4............

. . V

. . V

2007 . . RCTBD4

. . .

. . .

2013 . . . TBD5

. . . .

. . . .

2018 . . CTBD5............

. . V

. . V

2021 . . RCTBD5

. . .

. . .

2027 . . . TBD6

. . . .

. . . .

2032 . . CTBD6............

. . V

. . V

2035 . . RCTBD6

. . .

. . .

2041 . . . TBD7

. . . V

. . . V

2046 . . . RTBD7

. . . .

. . . .

2052 . . . . TBD8

. . . . .

. . . . .

2057 . . . CTBD8............

. . . V

. . . V

2060 . . . RCTBD8

. . . .

. . . .

2066 . . . . TBD9

. . . . .

. . . . .

2071 . . . CTBD9............

. . . V

. . . V

2074 . . . RCTBD9

. . . .

. . . .

2080 . . . . TBD10

. . . . .

. . . . .

2085 . . . CTBD10............

. . . V

. . . V

2088 . . . RCTBD10

. . . .

. . . .

2094 . . . . TBD11

. . . . .

. . . . .

2099 . . . CTBD11S............

. . . .

. . . .

2102 . . CTBD11............

. . V

. . V

2105 . . RCTBD11

. . .

. . .

2111 . . . TBD12

. . . V

. . . V

2116 . . . RCTBD12

. . . .

. . . .

2122 . . . . TBD13

. . . . .

. . . . .

2127 . . . CTBD13............

. . . V

. . . V

2130 . . . RCTBD13

. . . .

. . . .

2136 . . . . TBD14

. . . . .

. . . . .

2141 . . . CTBD14............

. . . V

. . . V

2144 . . . RCTBD14

. . . .

. . . .

2150 . . . . TBD15

. . . . .

. . . . .

2155 . . . CTBD15S............

. . . .

. . . .

2158 . . CTBD15............

. . V

. . V

2161 . . RCTBD15

. . .

. . .

2167 . . . TBD17

. . . V

. . . V

2172 . . . RCTBD17

. . . .

. . . .

2178 . . . . TBD18

. . . . .

. . . . .

2183 . . . CTBD18............

. . . V

. . . V

2186 . . . RCTBD18

. . . .

. . . .

2192 . . . . TBD19

. . . . .

. . . . .

2197 . . . CTBD19S............

. . . .

. . . .

2200 . . CTBD19............

. . V

. . V

2203 . . RCTBD19

. . .

. . .

2209 . . . TBD20B

. . . .

. . . .

2214 . . CTBD20B............

. . V

. . V

2217 . . RCTBD20B

. . .

. . .

2223 . . . TD14

. . . .

. . . .

2228 . . CTD14............

. . V

. . V

2231 . . RTD14

. . .

. . .

2237 . . . TD15

. . . .

. . . .

2242 . . CTD15............

. . V

. . V

2245 . . RCTD15

. . .

. . .

2251 . . . TD16

. . . .

. . . .

2256 . CTD16........................

. .

. .

2263 . .------->*REMOVED

2261 . *NO_FLOW

. .

. .

2266 . . INFLOW

. . V

. . V

2284 . . TRDB

. . .

. . .

2308 . . .------->*REMOVED

2306 . . *NO_FLOW

. . V

. . V

2311 . . RTRDB

. . .

. . .

2317 . . . TW1

. . . .

. . . .

2322 . . CTW1............

. . V

. . V

2325 . . RTW1

. . .

. . .

2331 . . . TW2

. . . .

. . . .

2336 . . CTW2............

. . V

. . V

2339 . . RCTW2

. . .

. . .

2345 . . . TW3

. . . .

. . . .

2350 . . CTW3............

. . V

. . V

2353 . . RCTW3

. . .

. . .

2359 . . . TW4

. . . V

. . . V

2364 . . . RTW4

. . . .

. . . .

2368 . . . . TW5

. . . . .

. . . . .

2373 . . . CTW5............

. . . V

. . . V

2376 . . . RCTW5

. . . .

. . . .

2380 . . . . TW7

. . . . .

. . . . .

2385 . . . CTW7............

. . . .

. . . .

2388 . . . . TW6

. . . . V

. . . . V

2393 . . . . RTW6

. . . . .

. . . . .

2398 . . . CTW6............

. . . V

. . . V

2402 . . . TNDB

. . . .

. . . .

2420 . . . .------->*REMOVED

2418 . . . *NO_FLOW

. . . V

. . . V

2423 . . . RTNDB

. . . .

. . . .

2431 . . . . TW8

. . . . .

. . . . .

2436 . . . CTW8W............

. . . .

. . . .

2439 . . CTW8............

. . V

. . V

2442 . . RCTW8

. . .

. . .

2448 . . . TW9

. . . .

. . . .

2453 . . CTW9............

. . V

. . V

2456 . . RCTW9

. . .

. . .

2463 . . . TBD20A

. . . V

. . . V

2468 . . . RTBD20A

. . . .

. . . .

2472 . . . . MC2

. . . . .

. . . . .

2477 . . . CMC2............

. . . V

. . . V

2480 . . . RCMC2

. . . .

. . . .

2485 . . . . MC4

. . . . .

. . . . .

2490 . . . CMC4............

. . . V

. . . V

2493 . . . RCMC4

. . . .

. . . .

2498 . . . . MC3

. . . . V

. . . . V

2503 . . . . RMC3

. . . . .

. . . . .

2507 . . . . . MC5

. . . . . .

. . . . . .

2512 . . . CMC5........................

. . . V

. . . V

2515 . . . RCMC5

. . . .

. . . .

2522 . . . . MC6B

. . . . .

. . . . .

2527 . . . CMC6B............

. . . V

. . . V

2530 . . . RCMC6B

. . . .

. . . .

2537 . . . . MC7A

. . . . .

. . . . .

2542 . . . CMC7AS............

. . . .

. . . .

2545 . . . . MC6A

. . . . .

. . . . .

2550 . . . CMC7A............

. . . V

. . . V

2553 . . . RCMC7A

. . . .

. . . .

2560 . . . . MC7B

. . . . .

. . . . .

2565 . . . CMC7B............

. . . V

. . . V

2568 . . . RCMC7

. . . .

. . . .

2574 . . . . MC8

. . . . .

. . . . .

2579 . . . CMC8............

. . . V

. . . V

2582 . . . RCMC8

. . . .

. . . .

2588 . . . . MC9

. . . . .

. . . . .

2593 . . . CMC9............

. . . V

. . . V

2596 . . . RCMC9

. . . .

. . . .

2602 . . . . MC10

. . . . V

. . . . V

2607 . . . . RMC10

. . . . .

. . . . .

2612 . . . . . MC11

. . . . . .

. . . . . .

2617 . . . CMC11........................

. . . .

. . . .

2623 . . . .-------> DTRSW

2620 . . . DTRMC

. . . V

. . . V

2628 . . . RDTRMC

. . . .

. . . .

2634 . . . . TW10

. . . . .

. . . . .

2639 . . . CTW10S............

. . . .

. . . .

2642 . . CTW10............

. . V

. . V

2645 . . RCTW10

. . .

. . .

2653 . . . .<------- DTRSW

2651 . . . DTRSW

. . . V

. . . V

2654 . . . TRMCDB

. . . .

. . . .

2666 . . . .------->*REMOVED

2664 . . . *NO_FLOW

. . . V

. . . V

2669 . . . RTRMCDB

. . . .

. . . .

2675 . . CTW10-1............

. . V

. . V

2678 . . RCTW10-1

. . .

. . .

2685 . . . TW11

. . . .

. . . .

2690 . . CTW11............

. . V

. . V

2693 . . RCTW11

. . .

. . .

2699 . . . LF1

. . . V

. . . V

2704 . . . RLF1

. . . .

. . . .

2710 . . . . LF2

. . . . V

. . . . V

2715 . . . . RLF2

. . . . .

. . . . .

2719 . . . . . LF3

. . . . . .

. . . . . .

2724 . . . CLF3........................

. . . V

. . . V

2727 . . . RCLF3

. . . .

. . . .

2733 . . . . LF4

. . . . .

. . . . .

2738 . . . CLF4............

. . . V

. . . V

2741 . . . RCLF4

. . . .

. . . .

2747 . . . . LF5

. . . . V

. . . . V

2752 . . . . RLF5

. . . . .

. . . . .

2758 . . . . . LF6

. . . . . .

. . . . . .

2763 . . . . CLF6N............

. . . . .

. . . . .

2766 . . . CLF6............

. . . .

. . . .

2769 . . . . LF7

. . . . .

. . . . .

2774 . . . CLF7............

. . . V

. . . V

2778 . . . LAKEDB

. . . .

. . . .

2805 . . . .------->*REMOVED

2803 . . . *NO_FLOW

. . . V

. . . V

2808 . . . RLAKEDB

. . . .

. . . .

2815 . . . . LF10

. . . . .

. . . . .

2820 . . . CLF10W............

. . . .

. . . .

2823 . . . . LF8

. . . . V

. . . . V

2828 . . . . RLF8

. . . . .

. . . . .

2834 . . . . . LF9

. . . . . .

. . . . . .

2839 . . . . CLF9............

. . . . V

. . . . V

2842 . . . . RCLF9

. . . . .

. . . . .

2848 . . . CLF10............

. . . V

. . . V

2851 . . . RCLF10

. . . .

. . . .

2857 . . . . LF11

. . . . .

. . . . .

2862 . . . CLF11............

. . . V

. . . V

2865 . . . RCLF11

. . . .

. . . .

2871 . . . . LF12

. . . . .

. . . . .

2876 . . . CLF12............

. . . V

. . . V

2879 . . . RCLF12

. . . .

. . . .

2885 . . . . LF13

. . . . .

. . . . .

2890 . . . CLF13............

. . . V

. . . V

2893 . . . RCLF13

. . . .

. . . .

2899 . . . . LF14

. . . . .

. . . . .

2904 . . . CLF14............

. . . V

. . . V

2907 . . . RCLF14

. . . .

. . . .

2913 . . . . LF15

. . . . .

. . . . .

2918 . . . CLF15............

. . . V

. . . V

2921 . . . RCLF15

. . . .

. . . .

2927 . . . . LF16

. . . . .

. . . . .

2932 . . . CLF16............

. . . V

. . . V

2935 . . . RCLF16

. . . .

. . . .

2941 . . . . LF17

. . . . .

. . . . .

2946 . . . CLF17............

. . . V

. . . V

2949 . . . RCLF17

. . . .

. . . .

2955 . . . . LF19

. . . . .

. . . . .

2960 . . . CLF19S............

. . . .

. . . .

2963 . . . . LF18

. . . . V

. . . . V

2968 . . . . RLF18

. . . . .

. . . . .

2972 . . . CLF19............

. . . V

. . . V

2975 . . . RCLF19

. . . V

. . . V

2981 . . . RCLF19

. . . .

. . . .

2987 . . . . LF20

. . . . .

. . . . .

2992 . . . CLF20............

. . . V

. . . V

2995 . . . RCLF20

. . . .

. . . .

3001 . . . . LF20A

. . . . .

. . . . .

3006 . . . CLF20A............

. . . .

. . . .

3009 . . . . LF21

. . . . V

. . . . V

3014 . . . . RLF21

. . . . .

. . . . .

3018 . . . . . LF22

. . . . . .

. . . . . .

3023 . . . . CLF22............

. . . . .

. . . . .

3026 . . . . . LF23

. . . . . V

. . . . . V

3031 . . . . . RLF23

. . . . . .

. . . . . .

3037 . . . . . . LF24

. . . . . . .

. . . . . . .

3042 . . . . . CLF24............

. . . . . V

. . . . . V

3045 . . . . . RCLF24

. . . . . .

. . . . . .

3051 . . . . . . LF25

. . . . . . .

. . . . . . .

3056 . . . . . CLF25............

. . . . . V

. . . . . V

3060 . . . . . DIDB

. . . . . .

. . . . . .

3083 . . . . . .------->*REMOVED

3081 . . . . . *NO_FLOW

. . . . . V

. . . . . V

3086 . . . . . RDIDB

. . . . . .

. . . . . .

3092 . . . . . . LF26

. . . . . . V

. . . . . . V

3097 . . . . . . RLF26

. . . . . . .

. . . . . . .

3101 . . . . . . . LF27

. . . . . . . .

. . . . . . . .

3106 . . . . . CLF27........................

. . . . . V

. . . . . V

3109 . . . . . RCLF27

. . . . . .

. . . . . .

3115 . . . . . . LF28

. . . . . . .

. . . . . . .

3120 . . . . . CLF28............

. . . . . V

. . . . . V

3123 . . . . . RCLF28

. . . . . .

. . . . . .

3129 . . . . . . LF29

. . . . . . .

. . . . . . .

3134 . . . . . CLF29............

. . . . . V

. . . . . V

3137 . . . . . RCLF29

. . . . . .

. . . . . .

3143 . . . . . . LF30

. . . . . . V

. . . . . . V

3148 . . . . . . RLF30

. . . . . . .

. . . . . . .

3152 . . . . . . . LF31

. . . . . . . .

. . . . . . . .

3157 . . . . . CLF31........................

. . . . . V

. . . . . V

3160 . . . . . RCLF31

. . . . . .

. . . . . .

3166 . . . . . . LF32

. . . . . . .

. . . . . . .

3171 . . . . . CLF32............

. . . . . V

. . . . . V

3174 . . . . . RCLF32

. . . . . .

. . . . . .

3180 . . . . . . LF33

. . . . . . .

. . . . . . .

3185 . . . CLF33....................................

. . . V

. . . V

3190 . . . LWFLDB

. . . .

. . . .

3213 . . . .------->*REMOVED

3211 . . . *NO_FLOW

. . . V

. . . V

3216 . . . RLFDB

. . . .

. . . .

3223 . . . . FW2

. . . . .

. . . . .

3228 . . . CFW2............

. . . .

. . . .

3231 . . . . FW1

. . . . V

. . . . V

3236 . . . . RFW1

. . . . .

. . . . .

3242 . . . CFW1............

. . . V

. . . V

3245 . . . RCFW1

. . . .

. . . .

3253 . . . . FW11

. . . . .

. . . . .

3258 . . . CFW11S............

. . . .

. . . .

3261 . . . . FW3

. . . . V

. . . . V

3266 . . . . RFW3

. . . . .

. . . . .

3272 . . . . . FW4

. . . . . .

. . . . . .

3277 . . . . CFW4............

. . . . .

. . . . .

3282 . . . . . FW01

. . . . . V

. . . . . V

3287 . . . . . RFW1

. . . . . .

. . . . . .

3291 . . . . . . FW02

. . . . . . .

. . . . . . .

3296 . . . . . CFW02............

. . . . . V

. . . . . V

3300 . . . . . RCFW2

. . . . . .

. . . . . .

3304 . . . . . . FW03

. . . . . . .

. . . . . . .

3309 . . . . . CFW3............

. . . . . V

. . . . . V

3313 . . . . . RCFW3

. . . . . .

. . . . . .

3319 . . . . . . FW5

. . . . . . .

. . . . . . .

3324 . . . . . CFW5............

. . . . . .

. . . . . .

3332 . . . . . .-------> DFW11

3328 . . . . . DIV1

. . . . . V

. . . . . V

3335 . . . . . RDIV1

. . . . . .

. . . . . .

3341 . . . . CDIV1............

. . . . V

. . . . V

3345 . . . . RCDIV1

. . . . .

. . . . .

3351 . . . . . FW6

. . . . . .

. . . . . .

3356 . . . . CFW6............

. . . . .

. . . . .

3359 . . . CFW11............

. . . V

. . . V

3362 . . . RCFW11

. . . .

. . . .

3368 . . . . FW12

. . . . .

. . . . .

3373 . . . CFW12............

. . . V

. . . V

3376 . . . RCFW12

. . . .

. . . .

3382 . . . . FW13

. . . . .

. . . . .

3387 . . . CFW13............

. . . V

. . . V

3390 . . . RCFW13

. . . V

. . . V

3396 . . . RCFW13

. . . .

. . . .

3402 . . . . FW17

. . . . .

. . . . .

3407 . . . CFW17W............

. . . .

. . . .

3410 . . . . FW14

. . . . V

. . . . V

3415 . . . . RFW14

. . . . .

. . . . .

3421 . . . . . FW16

. . . . . .

. . . . . .

3426 . . . . CFW17N............

. . . . .

. . . . .

3429 . . . . . FW15

. . . . . V

. . . . . V

3434 . . . . . RFW15

. . . . . .

. . . . . .

3438 . . . CFW17........................

. . . V

. . . V

3441 . . . RCFW17

. . . V

. . . V

3447 . . . RCFW17

. . . .

. . . .

3453 . . . . FW18

. . . . .

. . . . .

3458 . . . CFW18W............

. . . .

. . . .

3461 . . CFW18............

. . V

. . V

3464 . . RCFW18

. . .

. . .

3470 . . . FW28

. . . .

. . . .

3479 . . . .-------> FW28*

3475 . . . DIV2

. . . .

. . . .

3482 . . . . FW19

. . . . V

. . . . V

3487 . . . . RFW19

. . . . .

. . . . .

3493 . . CFW19........................

. . V

. . V

3496 . . RCFW19

. . .

. . .

3502 . . . FW20

. . . V

. . . V

3507 . . . RFW20

. . . .

. . . .

3511 . . . . FW21

. . . . .

. . . . .

3516 . . CFW21........................

. . V

. . V

3519 . . RCFW21

. . .

. . .

3525 . . . FW22

. . . .

. . . .

3530 . . CFW22W............

. . .

. . .

3533 . . . VB1

. . . V

. . . V

3538 . . . RVB1

. . . .

. . . .

3542 . . . . VB2

. . . . .

. . . . .

3547 . . . CVB2............

. . . V

. . . V

3550 . . . RCVB2

. . . .

. . . .

3556 . . . . VB3

. . . . V

. . . . V

3561 . . . . RVB3

. . . . .

. . . . .

3567 . . . CVB3............

. . . V

. . . V

3570 . . . RCVB3

. . . .

. . . .

3575 . . . . VB4

. . . . .

. . . . .

3580 . . . CVB4............

. . . .

. . . .

3586 . . . .-------> TROP

3583 . . . SPENCER

. . . V

. . . V

3589 . . . RCVB4

. . . .

. . . .

3595 . . . . VB5

. . . . .

. . . . .

3600 . . . CVB5............

. . . .

. . . .

3604 . . . .-------> SITE_A

3603 . . . SITE_A

. . . V

. . . V

3607 . . . RCVB5

. . . .

. . . .

3615 . . . .------->VBTM0000

3613 . . . *REMOVE

. . . .

. . . .

3618 . . . . VB6

. . . . .

. . . . .

3623 . . . *COMB............

. . . V

. . . V

3626 . . . RVB6

. . . .

. . . .

3630 . . . . VB7

. . . . .

. . . . .

3635 . . . CVB7............

. . . V

. . . V

3638 . . . RCVB7

. . . .

. . . .

3644 . . . . VB8

. . . . .

. . . . .

3649 . . . CVB8S............

. . . .

. . . .

3654 . . . . .<------- TROP

3652 . . . . TROP

. . . . V

. . . . V

3655 . . . . RTROP

. . . . .

. . . . .

3659 . . . CVB8............

. . . .

. . . .

3664 . . . .------->VBMC0236

3662 . . . VBEA0058

. . . .

. . . .

3667 . . . . VB10

. . . . V

. . . . V

3672 . . . . RVB10

. . . . .

. . . . .

3676 . . . . . VB11

. . . . . .

. . . . . .

3681 . . . . CVB11W............

. . . . .

. . . . .

3684 . . . CVB11............

. . . V

. . . V

3687 . . . RCVB11

. . . .

. . . .

3693 . . CFW22............

. . V

. . V

3696 . . RCFW22

. . .

. . .

3702 . . . FW23

. . . .

. . . .

3707 . . CFW23W............

. . .

. . .

3712 . . . .<-------VBTM0000

3710 . . . VBTM0000

. . . .

. . . .

3715 . . . . .<-------VBMC0236

3713 . . . . VBMC0236

. . . . V

. . . . V

3716 . . . . RVBMC023

. . . . .

. . . . .

3722 . . . CVB9S............

. . . V

. . . V

3725 . . . RCVB9S

. . . .

. . . .

3731 . . . . VB9

. . . . .

. . . . .

3736 . . . CVB9............

. . . .

. . . .

3741 . . . .-------> BYPASS

3739 . . . C-SPLT

. . . V

. . . V

3744 . . . POND-C

. . . .

. . . .

3754 . . . . .<------- BYPASS

3752 . . . . BYPASS

. . . . .

. . . . .

3755 . . . FROM-C............

. . . V

. . . V

3758 . . . RCVB9

. . . V

. . . V

3764 . . . RCVB9

. . . .

. . . .

3770 . . . . VB12

. . . . .

. . . . .

3775 . . . CVB12............

. . . V

. . . V

3778 . . . RCVB12

. . . .

. . . .

3784 . . . . VB13

. . . . .

. . . . .

3789 . . . CVB13............

. . . V

. . . V

3792 . . . RCVB13

. . . .

. . . .

3798 . . CFW23............

. . V

. . V

3801 . . RCFW23

. . .

. . .

3807 . . . FW24

. . . V

. . . V

3812 . . . RFW24

. . . .

. . . .

3816 . . . . FW25

. . . . .

. . . . .

3822 . . . CFW25............

. . . V

. . . V

3825 . . . RCFW25

. . . .

. . . .

3831 . . . . FW27

. . . . .

. . . . .

3839 . . . . . .<------- FW28*

3837 . . . . . RET1

. . . . . .

. . . . . .

3840 . . . CFW28........................

. . . V

. . . V

3843 . . . RCFW28

. . . .

. . . .

3849 . . . . FW29

. . . . .

. . . . .

3854 . . . CFW29............

. . . V

. . . V

3857 . . . RCFW29

. . . .

. . . .

3863 . . . . FW30A

. . . . .

. . . . .

3868 . . . CFW30AW............

. . . .

. . . .

3871 . . CFW30A............

. . V

. . V

3874 . . RCFW30A

. . .

. . .

3880 . . . FW30B

. . . .

. . . .

3885 . . CFW30B............

. . V

. . V

3888 . . RCFW30B

. . .

. . .

3894 . . . VB14

. . . V

. . . V

3899 . . . RVB14

. . . .

. . . .

3903 . . . . VB15

. . . . .

. . . . .

3908 . . . CVB15............

. . . V

. . . V

3911 . . . RCVB15

. . . .

. . . .

3917 . . . . VB16

. . . . .

. . . . .

3922 . . . CVB16............

. . . V

. . . V

3925 . . . RCVB16

. . . .

. . . .

3931 . . . . FW31

. . . . .

. . . . .

3936 . . CFW31........................

. . V

. . V

3939 . . RCFW31

. . .

. . .

3945 . . . FW26

. . . V

. . . V

3950 . . . RFW26

. . . .

. . . .

3954 . . . . FW39

. . . . .

. . . . .

3959 . . . CFW39............

. . . V

. . . V

3962 . . . RCFW39

. . . .

. . . .

3968 . . . . FW32

. . . . .

. . . . .

3973 . . . CFW32WW............

. . . .

. . . .

3976 . . . . FW40

. . . . V

. . . . V

3982 . . . . RFW40

. . . . .

. . . . .

3986 . . . . . FW41

. . . . . .

. . . . . .

3992 . . . CFW41........................

. . . V

. . . V

3995 . . . RCFW41

. . . .

. . . .

4001 . . CFW32............

. . V

. . V

4004 . . RCFW32

. . .

. . .

4010 . . . FW33

. . . .

. . . .

4015 . . CFW33W............

. . .

. . .

4018 . . . FW01

. . . V

. . . V

4023 . . . RFW1

. . . .

. . . .

4027 . . . . FW02

. . . . .

. . . . .

4032 . . . CFW2............

. . . V

. . . V

4036 . . . RCFW2

. . . .

. . . .

4040 . . . . FW03

. . . . .

. . . . .

4045 . . . CFW3............

. . . V

. . . V

4049 . . . RCFW3

. . . .

. . . .

4055 . . . . FW5

. . . . .

. . . . .

4060 . . . CFW5............

. . . .

. . . .

4068 . . . .-------> DFW11

4064 . . . DFW5

. . . V

. . . V

4071 . . . RDFW5

. . . .

. . . .

4077 . . . . CE2EA-C

. . . . V

. . . . V

4082 . . . . RCE2EA

. . . . .

. . . . .

4086 . . . . . R4C1

. . . . . .

. . . . . .

4091 . . . CR4C1........................

. . . V

. . . V

4095 . . . RCR4C1

. . . .

. . . .

4101 . . . . CE2EC

. . . . V

. . . . V

4106 . . . . RCE2EC

. . . . .

. . . . .

4110 . . . . . CE2ED-C

. . . . . .

. . . . . .

4115 . . . . CCE2ED-C............

. . . . .

. . . . .

4124 . . . . .-------> DCPS03

4119 . . . . DCCE2ED

. . . . V

. . . . V

4127 . . . . RDCCE2ED

. . . . .

. . . . .

4131 . . . . . CE3FA

. . . . . .

. . . . . .

4136 . . . CCE3FA........................

. . . V

. . . V

4140 . . . RCCE3FA

. . . .

. . . .

4146 . . . . PS01-C

. . . . V

. . . . V

4151 . . . . RPS01-C

. . . . .

. . . . .

4157 . . . . . PS03

. . . . . .

. . . . . .

4162 . . . . CPS03............

. . . . .

. . . . .

4166 . . . . . ED01

. . . . . V

. . . . . V

4171 . . . . . RED01

. . . . . .

. . . . . .

4175 . . . . . . ED02

. . . . . . .

. . . . . . .

4180 . . . . . . . ED11

. . . . . . . .

. . . . . . . .

4185 . . . . . . . . ED12

. . . . . . . . .

. . . . . . . . .

4190 . . . . . . . CED12............

. . . . . . . V

. . . . . . . V

4194 . . . . . . . RCED12

. . . . . . . .

. . . . . . . .

4198 . . . . . . . . ED13

. . . . . . . . .

. . . . . . . . .

4203 . . . . . . . CED13............

. . . . . . . V

. . . . . . . V

4207 . . . . . . . RCED13

. . . . . . . .

. . . . . . . .

4213 . . . . . CED02........................

. . . . . V

. . . . . V

4217 . . . . . RCED02

. . . . . .

. . . . . .

4225 . . . . . . .<------- DCPS03

4223 . . . . . . DCPS03

. . . . . . V

. . . . . . V

4226 . . . . . . RDPS03

. . . . . . .

. . . . . . .

4230 . . . . CCPS03........................

. . . . V

. . . . V

4234 . . . . RCCPS03

. . . . .

. . . . .

4240 . . . . . PS06-C

. . . . . .

. . . . . .

4245 . . . . CPS06............

. . . . .

. . . . .

4249 . . . CCPS06............

. . . V

. . . V

4253 . . . RCCPS06

. . . .

. . . .

4259 . . . . FW09

. . . . .

. . . . .

4267 . . . . .-------> DSM

4264 . . . . DSPM

. . . . V

. . . . V

4270 . . . . RDSPM

. . . . .

. . . . .

4275 . . . . . CE3FD-C

. . . . . .

. . . . . .

4280 . . . . CCE3FD-C............

. . . . V

. . . . V

4284 . . . . RCCE3FD

. . . . .

. . . . .

4290 . . . CRCPS06............

. . . V

. . . V

4294 . . . RCRCPS06

. . . .

. . . .

4300 . . . . PS08

. . . . .

. . . . .

4305 . . . CPS08............

. . . .

. . . .

4309 . . . . ED05-C

. . . . V

. . . . V

4314 . . . . RED05-C

. . . . .

. . . . .

4318 . . . CCPS08............

. . . V

. . . V

4322 . . . RCCPS08

. . . .

. . . .

4328 . . . . ED10-C

. . . . .

. . . . .

4333 . . . CED10-C............

. . . V

. . . V

4337 . . . RCED10-C

. . . .

. . . .

4343 . . . . SA06-C

. . . . V

. . . . V

4348 . . . . RSA06-C

. . . . .

. . . . .

4354 . . . . . SA08

. . . . . .

. . . . . .

4359 . . . . CSA08............

. . . . .

. . . . .

4363 . . . CCSA08............

. . . V

. . . V

4367 . . . RCCSA08

. . . .

. . . .

4373 . . . . CH14-C

. . . . V

. . . . V

4378 . . . . RCH14-C

. . . . .

. . . . .

4382 . . . . . OK09-C

. . . . . .

. . . . . .

4387 . . . . COK09-C............

. . . . V

. . . . V

4391 . . . . RCOK09-C

. . . . .

. . . . .

4397 . . . . . OK10

. . . . . .

. . . . . .

4402 . . . . COK10............

. . . . V

. . . . V

4406 . . . . RCOK10

. . . . .

. . . . .

4412 . . . . . OK11-C

. . . . . .

. . . . . .

4417 . . . . 1COK11C............

. . . . .

. . . . .

4421 . . . COK11C............

. . . V

. . . V

4425 . . . RCOK11C

. . . .

. . . .

4431 . . . . WAL1

. . . . V

. . . . V

4436 . . . . RWAL1

. . . . .

. . . . .

4440 . . . . . WAL2

. . . . . .

. . . . . .

4445 . . . . CWAL2............

. . . . .

. . . . .

4448 . . . CCWAL2............

. . . V

. . . V

4452 . . . RCCWAL2

. . . .

. . . .

4458 . . . . CH50

. . . . .

. . . . .

4463 . . . CCH50............

. . . .

. . . .

4467 . . . . CH15-C

. . . . V

. . . . V

4472 . . . . RCH15-C

. . . . .

. . . . .

4476 . . . . . CH18-C

. . . . . .

. . . . . .

4481 . . . . CCH18-C............

. . . . V

. . . . V

4485 . . . . RCCH18-C

. . . . .

. . . . .

4491 . . . . . AL92

. . . . . .

. . . . . .

4500 . . . . . .-------> DAL93

4496 . . . . . DAL92

. . . . . V

. . . . . V

4503 . . . . . RDAL92

. . . . . .

. . . . . .

4507 . . . . . . AL95-C

. . . . . . .

. . . . . . .

4512 . . . . . CAL95............

. . . . . V

. . . . . V

4516 . . . . . RCAL95-C

. . . . . .

. . . . . .

4522 . . . . CCCH18-C............

. . . . V

. . . . V

4526 . . . . RCCCH18C

. . . . .

. . . . .

4532 . . . . . CH22-C

. . . . . .

. . . . . .

4537 . . . . CCH22............

. . . . .

. . . . .

4541 . . . CCCH22............

. . . V

. . . V

4545 . . . RCCCH22

. . . .

. . . .

4551 . . . . CH51

. . . . V

. . . . V

4556 . . . . RCH51

. . . . .

. . . . .

4562 . . . . . CH52-C

. . . . . .

. . . . . .

4567 . . . CCH52........................

. . . V

. . . V

4571 . . . RCCH52

. . . .

. . . .

4577 . . . . CH56-A

. . . . .

. . . . .

4582 . . . CCH56A............

. . . V

. . . V

4586 . . . RCCH56A

. . . .

. . . .

4592 . . . . CH56-B

. . . . .

. . . . .

4599 . . . . . .<------- DFLAM

4597 . . . . . DFLAM

. . . . . V

. . . . . V

4600 . . . . . RDFLAM

. . . . . .

. . . . . .

4606 . . . . . . CH60-A

. . . . . . .

. . . . . . .

4611 . . . . . CCH60A............

. . . . . .

. . . . . .

4614 . . . CCH56B........................

. . . V

. . . V

4618 . . . RCCH56B

. . . .

. . . .

4624 . . . . CH63-A

. . . . .

. . . . .

4629 . . . CCH63A............

. . . V

. . . V

4633 . . . RCCH63A

. . . .

. . . .

4639 . . . . CH63-B

. . . . .

. . . . .

4644 . . . CCH63B............

. . . V

. . . V

4648 . . . RCCH63B

. . . .

. . . .

4654 . . . . CH68-A

. . . . .

. . . . .

4659 . . . CCH68A............

. . . V

. . . V

4663 . . . RCCH68A

. . . .

. . . .

4669 . . . . CH67-A

. . . . .

. . . . .

4674 . . . CCH67A............

. . . V

. . . V

4677 . . . RCCH67A

. . . .

. . . .

4683 . . . . CH64-A

. . . . V

. . . . V

4688 . . . . RCH64-A

. . . . .

. . . . .

4692 . . . . . FR04-A

. . . . . .

. . . . . .

4697 . . . . CFR04A............

. . . . .

. . . . .

4700 . . . CCFR04A............

. . . V

. . . V

4704 . . . RCCFR04A

. . . .

. . . .

4710 . . . . FR03-A

. . . . .

. . . . .

4715 . . . CFR03A............

. . . V

. . . V

4719 . . . RCFR03A

. . . .

. . . .

4725 . . . . SA10-2

. . . . .

. . . . .

4730 . . . . . SA10-1

. . . . . .

. . . . . .

4735 . . . . CSA10-1............

. . . . V

. . . . V

4739 . . . . RCSA10-1

. . . . .

. . . . .

4745 . . . . . SA11

. . . . . .

. . . . . .

4750 . . . . CSA11............

. . . . V

. . . . V

4754 . . . . RCSA11

. . . . .

. . . . .

4760 . . . . . SA13-CB

. . . . . .

. . . . . .

4765 . . . . CSA13-CB............

. . . . V

. . . . V

4769 . . . . RCSA13-C

. . . . .

. . . . .

4775 . . . . . FR01B

. . . . . .

. . . . . .

4780 . . . . CFR01B............

. . . . V

. . . . V

4784 . . . . RCFR01B

. . . . .

. . . . .

4790 . . . . . SA13-CC

. . . . . .

. . . . . .

4795 . . . . CSA13-CC............

. . . . V

. . . . V

4799 . . . . RCSA13-C

. . . . .

. . . . .

4805 . . . . . FR02A

. . . . . .

. . . . . .

4810 . . . . CFR02A............

. . . . V

. . . . V

4814 . . . . RCFR02A

. . . . .

. . . . .

4820 . . . . . FR02B

. . . . . .

. . . . . .

4825 . . . . CFR02B............

. . . . .

. . . . .

4829 . . . . . SA14A

. . . . . .

. . . . . .

4834 . . . . CSA14A............

. . . . V

. . . . V

4838 . . . . RCSA14A

. . . . .

. . . . .

4844 . . . . . SA13-CA

. . . . . V

. . . . . V

4849 . . . . . RSA13-CA

. . . . . .

. . . . . .

4853 . . . . . . FW40A

. . . . . . .

. . . . . . .

4858 . . . . . CFW40A............

. . . . . .

. . . . . .

4865 . . . . . .-------> DFW40AE

4862 . . . . . DFW40AN

. . . . . V

. . . . . V

4868 . . . . . RDFW40AN

. . . . . .

. . . . . .

4872 . . . . . . SA14B

. . . . . . .

. . . . . . .

4877 . . . . CSA14B........................

. . . . V

. . . . V

4881 . . . . RCSA14B

. . . . .

. . . . .

4887 . . . . . FR01A

. . . . . V

. . . . . V

4892 . . . . . RFR01A

. . . . . .

. . . . . .

4896 . . . . . . FR02C

. . . . . . .

. . . . . . .

4901 . . . . . CFR02C............

. . . . . V

. . . . . V

4905 . . . . . RFR02C

. . . . . .

. . . . . .

4911 . . . . . . SA14C

. . . . . . .

. . . . . . .

4916 . . . . CSA14C........................

. . . . V

. . . . V

4920 . . . . RCSA14C

. . . . .

. . . . .

4926 . . . . . SA16A

. . . . . .

. . . . . .

4931 . . . . CSA16A............

. . . . V

. . . . V

4935 . . . . RCSA16A

. . . . .

. . . . .

4943 . . . . . .<------- DFW40AE

4941 . . . . . DFW40AE

. . . . . .

. . . . . .

4944 . . . . . . FW41A

. . . . . . .

. . . . . . .

4949 . . . . . CFW41A............

. . . . . .

. . . . . .

4956 . . . . . .-------> DFW41AE

4953 . . . . . DFW41AN

. . . . . V

. . . . . V

4959 . . . . . RDFW41AN

. . . . . .

. . . . . .

4963 . . . . . . SA16B

. . . . . . .

. . . . . . .

4968 . . . . CSA16B........................

. . . . V

. . . . V

4972 . . . . RCSA16B

. . . . .

. . . . .

4978 . . . . . SA16C

. . . . . .

. . . . . .

4983 . . . . CSA16C............

. . . . .

. . . . .

4987 . . . . . FR03-B

. . . . . .

. . . . . .

4992 . . . . CFR03B............

. . . . V

. . . . V

4996 . . . . RCFR03B

. . . . .

. . . . .

5002 . . . . . FR03-C

. . . . . .

. . . . . .

5007 . . . CCFR03........................

. . . V

. . . V

5011 . . . RCFR03

. . . .

. . . .

5019 . . . . .<------- DFW41AE

5017 . . . . DFW41AE

. . . . V

. . . . V

5020 . . . . RDFW41AE

. . . . .

. . . . .

5024 . . CFW33........................

. . V

. . V

5027 . . RCFW33

. . .

. . .

5033 . . . FW34

. . . .

. . . .

5038 . . CFW34............

. . V

. . V

5041 . . RCFW34

. . .

. . .

5047 . . . FW36

. . . .

. . . .

5052 . . CFW36............

. . V

. . V

5055 . . RCFW36

. . .

. . .

5061 . . . FW38

. . . .

. . . .

5066 . . CFW38............

. . .

. . .

5069 . . . FW35

. . . V

. . . V

5074 . . . RFW35

. . . .

. . . .

5079 . . . . FW37

. . . . .

. . . . .

5084 . . . . . B1

. . . . . .

. . . . . .

5089 . . . . . . B2

. . . . . . .

. . . . . . .

5094 . . . . . CB2............

. . . . . V

. . . . . V

5097 . . . . . RCB2

. . . . . .

. . . . . .

5103 . . . . . . B3

. . . . . . V

. . . . . . V

5108 . . . . . . RB3

. . . . . . .

. . . . . . .

5114 . . . . . . . B4

. . . . . . . .

. . . . . . . .

5119 . . . . . . CB4N............

. . . . . . .

. . . . . . .

5122 . . . . . CB4............

. . . . . V

. . . . . V

5125 . . . . . RCB4

. . . . . .

. . . . . .

5131 . . . . . . B5

. . . . . . V

. . . . . . V

5136 . . . . . . RB5

. . . . . . .

. . . . . . .

5142 . . . . . . . B6

. . . . . . . .

. . . . . . . .

5147 . . . . . CB6........................

. . . . . V

. . . . . V

5150 . . . . . RCB6

. . . . . .

. . . . . .

5156 . . . . . . M1

. . . . . . V

. . . . . . V

5161 . . . . . . RM1

. . . . . . .

. . . . . . .

5167 . . . . . . . M2

. . . . . . . .

. . . . . . . .

5172 . . . . . . CM2............

. . . . . . V

. . . . . . V

5175 . . . . . . RCM2

. . . . . . .

. . . . . . .

5181 . . . . . . . M3

. . . . . . . .

. . . . . . . .

5186 . . . . . . CM3............

. . . . . . V

. . . . . . V

5189 . . . . . . RCM3

. . . . . . .

. . . . . . .

5195 . . . . . . . M4

. . . . . . . .

. . . . . . . .

5200 . . . . . . CM4N............

. . . . . . .

. . . . . . .

5203 . . . . . CM4............

. . . . . V

. . . . . V

5206 . . . . . RCM4

. . . . . .

. . . . . .

5212 . . . . . . M6

. . . . . . .

. . . . . . .

5217 . . . . . CM6............

. . . . . V

. . . . . V

5220 . . . . . RCM6

. . . . . .

. . . . . .

5226 . . . . . . M7

. . . . . . .

. . . . . . .

5231 . . . . . CM7............

. . . . . .

. . . . . .

5234 . . . . . . B7

. . . . . . V

. . . . . . V

5239 . . . . . . RB7

. . . . . . .

. . . . . . .

5243 . . . . . . . B8

. . . . . . . .

. . . . . . . .

5248 . . . . . . CB8............

. . . . . . V

. . . . . . V

5251 . . . . . . RCB8

. . . . . . .

. . . . . . .

5255 . . . . . . . B9

. . . . . . . .

. . . . . . . .

5260 . . . . . . CB9............

. . . . . . V

. . . . . . V

5263 . . . . . . RCB9

. . . . . . .

. . . . . . .

5269 . . . . . . . B10

. . . . . . . V

. . . . . . . V

5274 . . . . . . . RB10

. . . . . . . .

. . . . . . . .

5278 . . . . . . CB10............

. . . . . . V

. . . . . . V

5281 . . . . . . RCB10

. . . . . . .

. . . . . . .

5287 . . . . . . . B11

. . . . . . . .

. . . . . . . .

5292 . . . . . . CB11............

. . . . . . .

. . . . . . .

5295 . . . . . . . B12

. . . . . . . V

. . . . . . . V

5300 . . . . . . . RB12

. . . . . . . .

. . . . . . . .

5306 . . . . . . . . B13

. . . . . . . . .

. . . . . . . . .

5311 . . . . . . . CB12............

. . . . . . . V

. . . . . . . V

5314 . . . . . . . RCB12

. . . . . . . .

. . . . . . . .

5320 . . . . . . CB13............

 

(***) RUNOFF ALSO COMPUTED AT THIS LOCATION

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 12:55:45 * * (916) 756-1104 *

* * * *

***************************************** ***************************************

 

 

 

 

 

BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

PREPARED FOR CITY OF LAS VEGAS

INPUT FILE NAME = FLAM5BCH.DAT INPUT FILE DATE = JULY 2010

HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

FLAMINGO / TROPICANA WASHES WATERSHED

RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

INPUT FILE = FLAM5B.DAT

INPUT FILE DATE = JUNE 2008

DESIGN STORM = 100-YEAR, 6-HOUR STORM

STORM DISTRIBUTION = SDN5

STORM CENTERING = SERIES B: REGIONAL DETENTION BASIN FLOWS DIVERTED OUT

MODELED BY PARSONS BRINCKERHOFF

DO NOT USE THIS MODEL TO DETERMINE FLOWRATES OR VOLUMES FOR USACE

FACILITIES UPSTREAM OF AND INCLUDING TROPICANA DETENTION BASIN

USACE INFLOW HYDROGRAPH INPUT FOR TROPICANA DETENTION BASIN TO MODEL

WATERSHED DOWNSTREAM OF TROPICANA DETENTION BASIN

USACOE SUBBASINS LU CARDS HAVE BEEN REPLACED BY LS CARDS IN THIS MODEL

TO COMPLY WITH CCRFCD HYDROLOGIC CRITERIA

DIVERT COMMANDS INSERTED FOR FLOWS IN EXCESS OF DESIGN DISCHARGE FOR

ALL USACE DETENTION AND DEBRIS BASINS UPSTREAM OF TROPICANA DB

INSERTED OFFLINE TROPICANA MCCARRAN DETENTION BASIN W/OUTFALL TO SWENSON

JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

AREA (SQUARE MILES) DARF

12 - 16 0.832

16 - 20 0.804

20 - 30 0.765

30 - 40 0.725

40 - 50 0.695

50 - 100 0.64

100 - 150 0.58

150 - 200 0.53

 

40 IO OUTPUT CONTROL VARIABLES

IPRNT 5 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

IT HYDROGRAPH TIME DATA

NMIN 5 MINUTES IN COMPUTATION INTERVAL

IDATE 1 0 STARTING DATE

ITIME 0000 STARTING TIME

NQ 300 NUMBER OF HYDROGRAPH ORDINATES

NDDATE 2 0 ENDING DATE

NDTIME 0055 ENDING TIME

ICENT 19 CENTURY MARK

 

COMPUTATION INTERVAL .08 HOURS

TOTAL TIME BASE 24.92 HOURS

 

ENGLISH UNITS

DRAINAGE AREA SQUARE MILES

PRECIPITATION DEPTH INCHES

LENGTH, ELEVATION FEET

FLOW CUBIC FEET PER SECOND

STORAGE VOLUME ACRE-FEET

SURFACE AREA ACRES

TEMPERATURE DEGREES FAHRENHEIT

 

JP MULTI-PLAN OPTION

NPLAN 1 NUMBER OF PLANS

 

JR MULTI-RATIO OPTION

RATIOS OF PRECIPITATION

.83 .80 .76 .73 .69 .64 .58 .53

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

230 KK * INRR *

* *

**************

 

232 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

233 HC HYDROGRAPH COMBINATION

ICOMP 3 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 25681. 4.92 10837. 2759. 2658. 2658.

(INCHES) 1.841 1.874 1.874 1.874

(AC-FT) 5374. 5472. 5472. 5472.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 24491. 4.92 10309. 2623. 2526. 2526.

(INCHES) 1.751 1.782 1.782 1.782

(AC-FT) 5112. 5202. 5202. 5202.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 22832. 4.92 9580. 2435. 2345. 2345.

(INCHES) 1.627 1.654 1.654 1.654

(AC-FT) 4750. 4830. 4830. 4830.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 21140. 4.92 8839. 2244. 2162. 2162.

(INCHES) 1.501 1.525 1.525 1.525

(AC-FT) 4383. 4452. 4452. 4452.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 19876. 4.92 8288. 2103. 2026. 2026.

(INCHES) 1.408 1.429 1.429 1.429

(AC-FT) 4110. 4171. 4171. 4171.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 17575. 4.92 7293. 1847. 1779. 1779.

(INCHES) 1.239 1.255 1.255 1.255

(AC-FT) 3616. 3664. 3664. 3664.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 15097. 4.92 6231. 1575. 1517. 1517.

(INCHES) 1.058 1.070 1.070 1.070

(AC-FT) 3090. 3125. 3125. 3125.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INRR

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 13083. 5.00 5368. 1355. 1305. 1305.

(INCHES) .912 .920 .920 .920

(AC-FT) 2662. 2687. 2687. 2687.

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

234 KK * RRDB *

* *

**************

 

247 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

248 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

249 SV STORAGE .0 9.0 107.0 231.0 372.0 529.0 705.0 903.0 1125.0 1376.0

1659.0 1974.0 2007.0 2115.0 2331.0 2690.0 2933.0

 

251 SQ DISCHARGE 0. 10. 57. 80. 99. 114. 128. 140. 151. 162.

171. 181. 182. 8654. 33270. 110918. 163477.

 

253 SE ELEVATION 3161.00 3162.00 3167.00 3172.00 3177.00 3182.00 3187.00 3192.00 3197.00 3202.00

3207.00 3212.00 3212.50 3214.00 3217.00 3222.00 3225.00

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 24538. 5.17 6984. 1865. 1796. 1796.

(INCHES) 1.186 1.267 1.267 1.267

(AC-FT) 3463. 3699. 3699. 3699.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2254. 5.17 2078. 1705. 1642. 1642.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3215.94 5.17 3213.48 3205.98 3204.33 3204.33

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 23093. 5.17 6442. 1729. 1665. 1665.

(INCHES) 1.094 1.174 1.174 1.174

(AC-FT) 3194. 3429. 3429. 3429.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2242. 5.17 2072. 1698. 1635. 1635.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3215.76 5.17 3213.40 3205.82 3204.17 3204.17

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 20903. 5.25 5695. 1541. 1484. 1484.

(INCHES) .967 1.047 1.047 1.047

(AC-FT) 2824. 3057. 3057. 3057.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2222. 5.25 2064. 1687. 1625. 1625.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3215.49 5.25 3213.29 3205.57 3203.94 3203.94

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 18560. 5.33 4936. 1350. 1301. 1301.

(INCHES) .838 .917 .917 .917

(AC-FT) 2447. 2679. 2679. 2679.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2202. 5.33 2056. 1677. 1615. 1615.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3215.21 5.33 3213.18 3205.31 3203.68 3203.68

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 16742. 5.42 4373. 1209. 1165. 1165.

(INCHES) .743 .821 .821 .821

(AC-FT) 2168. 2398. 2398. 2398.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2186. 5.42 2050. 1668. 1607. 1607.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3214.99 5.42 3213.09 3205.11 3203.49 3203.49

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 13292. 5.67 3358. 954. 919. 919.

(INCHES) .570 .648 .648 .648

(AC-FT) 1665. 1892. 1892. 1892.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2156. 5.67 2038. 1651. 1590. 1590.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3214.57 5.67 3212.93 3204.71 3203.10 3203.10

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 10029. 6.00 2277. 682. 657. 657.

(INCHES) .387 .463 .463 .463

(AC-FT) 1129. 1353. 1353. 1353.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2127. 6.00 2024. 1630. 1570. 1570.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3214.17 6.00 3212.73 3204.21 3202.62 3202.62

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION RRDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 7116. 6.33 1403. 462. 445. 445.

(INCHES) .238 .314 .314 .314

(AC-FT) 696. 917. 917. 917.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2095. 6.33 2010. 1609. 1550. 1550.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3213.73 6.33 3212.53 3203.73 3202.16 3202.16

 

CUMULATIVE AREA = 54.74 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

387 KK * R4DB *

* *

**************

 

399 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

400 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

401 SV STORAGE .0 7.1 14.1 21.2 28.2 38.3 53.1 68.9 89.2 112.3

137.7 164.5 194.6 227.0 266.6 304.0 347.5 364.8 389.1 448.0

 

403 SQ DISCHARGE 0. 4. 11. 141. 173. 198. 220. 242. 258. 277.

292. 308. 324. 337. 351. 363. 376. 381. 2684. 10111.

 

405 SE ELEVATION 3047.90 3049.50 3051.10 3052.80 3054.40 3056.10 3057.70 3059.40 3061.00 3062.60

3064.33 3065.90 3067.60 3069.20 3070.80 3072.50 3074.10 3074.80 3075.80 3077.40

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 369. 6.33 354. 212. 204. 204.

(INCHES) .604 1.444 1.444 1.444

(AC-FT) 176. 420. 420. 420.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

325. 6.33 277. 120. 115. 115.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3073.26 6.33 3071.27 3060.63 3060.17 3060.17

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 363. 6.25 348. 200. 193. 193.

(INCHES) .593 1.367 1.367 1.367

(AC-FT) 172. 397. 397. 397.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

305. 6.25 259. 109. 105. 105.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3072.55 6.25 3070.50 3059.90 3059.46 3059.46

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 355. 6.25 339. 185. 178. 178.

(INCHES) .578 1.262 1.262 1.262

(AC-FT) 168. 367. 367. 367.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

279. 6.25 234. 96. 92. 92.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3071.37 6.25 3069.37 3058.92 3058.51 3058.51

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 347. 6.25 329. 169. 163. 163.

(INCHES) .561 1.155 1.155 1.155

(AC-FT) 163. 336. 336. 336.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

253. 6.25 209. 83. 80. 80.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3070.25 6.25 3068.22 3057.95 3057.58 3057.58

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 340. 6.17 321. 158. 152. 152.

(INCHES) .547 1.076 1.076 1.076

(AC-FT) 159. 313. 313. 313.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

234. 6.17 192. 75. 72. 72.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3069.48 6.17 3067.33 3057.26 3056.91 3056.91

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 326. 6.17 305. 137. 132. 132.

(INCHES) .520 .934 .934 .934

(AC-FT) 151. 271. 271. 271.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

200. 6.17 160. 60. 58. 58.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3067.85 6.17 3065.58 3056.02 3055.72 3055.72

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 307. 6.08 285. 115. 111. 111.

(INCHES) .486 .783 .783 .783

(AC-FT) 141. 228. 228. 228.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

164. 6.08 127. 46. 45. 45.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3065.85 6.08 3063.56 3054.74 3054.49 3054.49

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION R4DB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 291. 6.08 267. 97. 93. 93.

(INCHES) .455 .662 .662 .662

(AC-FT) 132. 192. 192. 192.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

135. 6.08 102. 36. 35. 35.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

3064.14 6.08 3061.79 3053.74 3053.53 3053.53

 

CUMULATIVE AREA = 5.45 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

771 KK * F2DB *

* *

**************

 

775 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

776 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

777 SV STORAGE .0 23.0 28.4 34.6 40.8 48.5

 

778 SQ DISCHARGE 0. 39. 580. 1500. 2606. 5628.

 

779 SE ELEVATION 2785.43 2802.00 2804.00 2806.00 2808.00 2810.00

 

***

 

*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 2606. TO 5628.

THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.

THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 606. 4.08 170. 51. 49. 49.

(INCHES) 1.260 1.501 1.502 1.502

(AC-FT) 84. 100. 100. 100.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

29. 4.08 23. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2804.06 4.08 2801.24 2792.82 2792.55 2792.55

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 566. 4.17 160. 48. 46. 46.

(INCHES) 1.185 1.424 1.424 1.424

(AC-FT) 79. 95. 95. 95.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

28. 4.17 22. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2803.95 4.17 2801.16 2792.76 2792.49 2792.49

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 517. 4.17 146. 44. 43. 43.

(INCHES) 1.083 1.317 1.317 1.317

(AC-FT) 72. 88. 88. 88.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

28. 4.17 22. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2803.77 4.17 2801.04 2792.66 2792.40 2792.40

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 462. 4.17 132. 41. 39. 39.

(INCHES) .979 1.208 1.208 1.208

(AC-FT) 65. 81. 81. 81.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

27. 4.17 22. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2803.56 4.17 2800.91 2792.57 2792.30 2792.30

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 422. 4.25 122. 38. 37. 37.

(INCHES) .902 1.128 1.128 1.128

(AC-FT) 60. 75. 75. 75.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

27. 4.25 22. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2803.42 4.25 2800.81 2792.49 2792.23 2792.23

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 339. 4.33 103. 33. 32. 32.

(INCHES) .763 .983 .983 .983

(AC-FT) 51. 66. 66. 66.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

26. 4.33 21. 10. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2803.11 4.33 2800.61 2792.35 2792.10 2792.10

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 244. 4.42 83. 28. 27. 27.

(INCHES) .616 .829 .829 .829

(AC-FT) 41. 55. 55. 55.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

25. 4.42 21. 9. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2802.76 4.42 2800.36 2792.19 2791.94 2791.94

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F2DB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 204. 5.25 67. 24. 23. 23.

(INCHES) .498 .705 .705 .705

(AC-FT) 33. 47. 47. 47.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

25. 5.25 20. 9. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2802.61 5.25 2800.10 2792.04 2791.79 2791.79

 

CUMULATIVE AREA = 1.25 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

841 KK * CUFS3 *

* *

**************

 

844 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

845 HC HYDROGRAPH COMBINATION

ICOMP 3 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2364. 3.92 775. 196. 188. 188.

(INCHES) 1.527 1.542 1.542 1.542

(AC-FT) 384. 388. 388. 388.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2247. 3.92 736. 186. 179. 179.

(INCHES) 1.450 1.464 1.464 1.464

(AC-FT) 365. 368. 368. 368.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2088. 3.92 682. 172. 166. 166.

(INCHES) 1.343 1.355 1.355 1.355

(AC-FT) 338. 341. 341. 341.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1921. 3.92 627. 158. 152. 152.

(INCHES) 1.235 1.246 1.246 1.246

(AC-FT) 311. 313. 313. 313.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1799. 3.92 586. 148. 142. 142.

(INCHES) 1.155 1.164 1.164 1.164

(AC-FT) 291. 293. 293. 293.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1575. 4.00 513. 129. 124. 124.

(INCHES) 1.011 1.018 1.018 1.018

(AC-FT) 254. 256. 256. 256.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1339. 4.00 435. 109. 105. 105.

(INCHES) .857 .862 .862 .862

(AC-FT) 216. 217. 217. 217.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS3

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1149. 4.00 372. 94. 90. 90.

(INCHES) .734 .737 .737 .737

(AC-FT) 185. 186. 186. 186.

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

846 KK * F1DB *

* *

**************

 

850 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

851 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

852 SV STORAGE .0 72.3 88.8 106.4 126.1 147.7 172.4

 

853 SQ DISCHARGE 0. 716. 2181. 3847. 5889. 12584. 21548.

 

854 SE ELEVATION 2893.70 2918.00 2920.00 2922.00 2924.00 2926.00 2928.00

 

***

 

*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 5889. TO 21548.

THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.

THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2153. 4.17 738. 196. 188. 188.

(INCHES) 1.455 1.542 1.542 1.542

(AC-FT) 366. 388. 388. 388.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

88. 4.17 51. 14. 13. 13.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2919.96 4.17 2910.35 2898.23 2898.07 2898.07

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2030. 4.17 701. 186. 179. 179.

(INCHES) 1.380 1.464 1.464 1.464

(AC-FT) 347. 368. 368. 368.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

87. 4.17 50. 14. 13. 13.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2919.79 4.17 2910.07 2898.15 2897.98 2897.98

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1834. 4.17 649. 172. 166. 166.

(INCHES) 1.278 1.355 1.355 1.355

(AC-FT) 322. 341. 341. 341.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

85. 4.17 49. 13. 13. 13.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2919.53 4.17 2909.66 2898.01 2897.86 2897.86

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1629. 4.25 596. 158. 152. 152.

(INCHES) 1.175 1.246 1.246 1.246

(AC-FT) 296. 313. 313. 313.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

83. 4.25 47. 13. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2919.25 4.25 2909.23 2897.88 2897.73 2897.73

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1478. 4.25 557. 148. 142. 142.

(INCHES) 1.098 1.164 1.164 1.164

(AC-FT) 276. 293. 293. 293.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

81. 4.25 46. 12. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2919.04 4.25 2908.88 2897.78 2897.63 2897.63

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1156. 4.33 487. 129. 124. 124.

(INCHES) .960 1.018 1.018 1.018

(AC-FT) 242. 256. 256. 256.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

77. 4.33 44. 12. 11. 11.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2918.60 4.33 2908.21 2897.57 2897.43 2897.43

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 848. 5.25 413. 109. 105. 105.

(INCHES) .814 .862 .862 .862

(AC-FT) 205. 217. 217. 217.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

74. 5.25 41. 11. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2918.18 5.25 2907.33 2897.31 2897.18 2897.18

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F1DB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 659. 5.42 354. 94. 90. 90.

(INCHES) .697 .737 .737 .737

(AC-FT) 176. 186. 186. 186.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

67. 5.42 36. 9. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2916.08 5.42 2905.71 2896.87 2896.75 2896.75

 

CUMULATIVE AREA = 4.72 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

961 KK * F4DB *

* *

**************

 

965 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

966 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

967 SV STORAGE .0 .1 .3 .6 .9 1.4 2.0 2.8

 

968 SQ DISCHARGE 0. 0. 0. 1012. 2704. 4677. 7181. 10241.

 

969 SE ELEVATION 2759.10 2760.00 2762.00 2764.00 2766.00 2768.00 2770.00 2772.00

 

***

 

*** WARNING *** MODIFIED PULS ROUTING MAY BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 10241.

THE ROUTED HYDROGRAPH SHOULD BE EXAMINED FOR OSCILLATIONS OR OUTFLOWS GREATER THAN PEAK INFLOWS.

THIS CAN BE CORRECTED BY DECREASING THE TIME INTERVAL OR INCREASING STORAGE (USE A LONGER REACH.)

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 875. 3.67 211. 53. 51. 51.

(INCHES) 1.278 1.281 1.281 1.281

(AC-FT) 105. 105. 105. 105.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.73 3.67 2762.42 2761.76 2761.68 2761.68

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 829. 3.67 199. 50. 48. 48.

(INCHES) 1.209 1.211 1.211 1.211

(AC-FT) 99. 99. 99. 99.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.64 3.67 2762.39 2761.75 2761.67 2761.67

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 765. 3.67 184. 46. 44. 44.

(INCHES) 1.113 1.115 1.115 1.115

(AC-FT) 91. 91. 91. 91.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.51 3.67 2762.36 2761.74 2761.66 2761.66

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 699. 3.67 168. 42. 40. 40.

(INCHES) 1.017 1.018 1.018 1.018

(AC-FT) 83. 83. 83. 83.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.38 3.67 2762.33 2761.73 2761.65 2761.65

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 653. 3.67 156. 39. 38. 38.

(INCHES) .946 .947 .947 .947

(AC-FT) 77. 77. 77. 77.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.29 3.67 2762.31 2761.72 2761.64 2761.64

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 566. 3.67 135. 34. 33. 33.

(INCHES) .818 .820 .820 .820

(AC-FT) 67. 67. 67. 67.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2763.12 3.67 2762.27 2761.70 2761.61 2761.61

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 473. 3.67 113. 28. 27. 27.

(INCHES) .684 .686 .686 .686

(AC-FT) 56. 56. 56. 56.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2762.93 3.67 2762.22 2761.67 2761.58 2761.58

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F4DB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 398. 3.67 95. 24. 23. 23.

(INCHES) .577 .578 .578 .578

(AC-FT) 47. 47. 47. 47.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. 3.67 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2762.79 3.67 2762.19 2761.64 2761.55 2761.55

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

996 KK * F401DB *

* *

**************

 

1007 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1008 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1009 SV STORAGE .0 .4 1.4 2.7 4.1 5.7 7.6 9.6 11.9 14.5

17.5 21.0 25.0 29.6 34.8 40.7 47.3

 

1011 SQ DISCHARGE 0. 24. 49. 73. 97. 121. 141. 158. 173. 187.

200. 212. 224. 235. 245. 256. 265.

 

1013 SE ELEVATION 2756.00 2757.00 2758.00 2759.00 2760.00 2761.00 2762.00 2763.00 2764.00 2765.00

2766.00 2767.00 2768.00 2769.00 2770.00 2771.00 2772.00

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION F401DB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 0. .00 0. 0. 0. 0.

(INCHES) .000 .000 .000 .000

(AC-FT) 0. 0. 0. 0.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

0. .00 0. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2756.00 .00 2756.00 2756.00 2756.00 2756.00

 

CUMULATIVE AREA = 1.53 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1287 KK * CUFS28 *

* *

**************

 

1290 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1291 HC HYDROGRAPH COMBINATION

ICOMP 4 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 12417. 3.83 3473. 877. 845. 845.

(INCHES) .357 .360 .360 .360

(AC-FT) 1722. 1739. 1739. 1739.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 11808. 3.83 3297. 833. 802. 802.

(INCHES) .339 .342 .342 .342

(AC-FT) 1635. 1651. 1651. 1651.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 10943. 3.83 3055. 771. 743. 743.

(INCHES) .314 .317 .317 .317

(AC-FT) 1515. 1530. 1530. 1530.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 10075. 3.83 2810. 710. 684. 684.

(INCHES) .289 .291 .291 .291

(AC-FT) 1393. 1408. 1408. 1408.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 9439. 3.83 2631. 664. 640. 640.

(INCHES) .270 .273 .273 .273

(AC-FT) 1304. 1318. 1318. 1318.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 8234. 3.83 2304. 582. 561. 561.

(INCHES) .237 .239 .239 .239

(AC-FT) 1143. 1154. 1154. 1154.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6975. 3.83 1961. 495. 477. 477.

(INCHES) .201 .203 .203 .203

(AC-FT) 972. 982. 982. 982.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CUFS28

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 5954. 3.83 1684. 425. 410. 410.

(INCHES) .173 .175 .175 .175

(AC-FT) 835. 843. 843. 843.

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1292 KK * UPFLDB *

* *

**************

 

1304 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1305 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1306 SV STORAGE .0 12.0 34.0 83.0 171.0 306.0 493.0 715.0 955.0 1204.0

1460.0 1723.0 1791.0 1858.0 1993.0 2132.0 2270.0 2553.0 2843.0 3142.0

 

1308 SQ DISCHARGE 0. 88. 122. 147. 169. 189. 206. 223. 238. 252.

265. 278. 281. 2289. 6490. 12596. 20102. 37414. 55624. 71035.

 

1310 SE ELEVATION 2446.00 2450.00 2452.00 2454.00 2456.00 2458.00 2460.00 2462.00 2464.00 2466.00

2468.00 2470.00 2470.50 2471.00 2472.00 2473.00 2474.00 2476.00 2478.00 2480.00

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 273. 6.83 271. 250. 241. 241.

(INCHES) .028 .103 .103 .103

(AC-FT) 135. 495. 497. 497.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1630. 6.83 1587. 1268. 1221. 1221.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2469.29 6.83 2468.97 2466.12 2465.43 2465.43

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 269. 6.83 267. 246. 237. 237.

(INCHES) .027 .101 .101 .101

(AC-FT) 132. 487. 489. 489.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1544. 6.83 1502. 1195. 1151. 1151.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2468.64 6.83 2468.32 2465.54 2464.86 2464.86

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 263. 6.83 261. 240. 232. 232.

(INCHES) .027 .099 .099 .099

(AC-FT) 129. 476. 477. 477.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1425. 6.83 1384. 1094. 1054. 1054.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2467.73 6.83 2467.41 2464.72 2464.06 2464.06

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 257. 6.83 255. 234. 226. 226.

(INCHES) .026 .096 .096 .096

(AC-FT) 127. 464. 465. 465.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1306. 6.83 1266. 993. 956. 956.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2466.80 6.83 2466.49 2463.88 2463.25 2463.25

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 253. 6.75 251. 229. 221. 221.

(INCHES) .026 .094 .094 .094

(AC-FT) 124. 455. 456. 456.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1218. 6.83 1179. 919. 885. 885.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2466.11 6.83 2465.80 2463.26 2462.65 2462.65

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 244. 6.75 242. 221. 213. 213.

(INCHES) .025 .091 .091 .091

(AC-FT) 120. 437. 438. 438.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

1059. 6.75 1022. 785. 756. 756.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2464.84 6.75 2464.54 2462.10 2461.53 2461.53

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 234. 6.75 232. 210. 203. 203.

(INCHES) .024 .086 .086 .086

(AC-FT) 115. 417. 418. 418.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

893. 6.75 858. 645. 621. 621.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2463.48 6.75 2463.19 2460.85 2460.32 2460.32

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION UPFLDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 226. 6.75 224. 201. 194. 194.

(INCHES) .023 .083 .083 .083

(AC-FT) 111. 399. 399. 399.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

759. 6.75 725. 533. 514. 514.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2462.36 6.75 2462.08 2459.80 2459.30 2459.30

 

CUMULATIVE AREA = 90.54 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1907 KK * CBD23 *

* *

**************

 

1910 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1911 HC HYDROGRAPH COMBINATION

ICOMP 4 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 26995. 5.08 12673. 3302. 3180. 3180.

(INCHES) 1.694 1.765 1.765 1.765

(AC-FT) 6284. 6549. 6549. 6549.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 25732. 5.08 12056. 3138. 3023. 3023.

(INCHES) 1.612 1.678 1.678 1.678

(AC-FT) 5978. 6224. 6224. 6224.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 23966. 5.08 11203. 2912. 2805. 2805.

(INCHES) 1.497 1.557 1.557 1.557

(AC-FT) 5555. 5776. 5776. 5776.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 22165. 5.08 10336. 2683. 2584. 2584.

(INCHES) 1.382 1.434 1.434 1.434

(AC-FT) 5125. 5321. 5321. 5321.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 20822. 5.08 9692. 2513. 2420. 2420.

(INCHES) 1.296 1.343 1.343 1.343

(AC-FT) 4806. 4984. 4984. 4984.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 18379. 5.08 8528. 2206. 2125. 2125.

(INCHES) 1.140 1.179 1.179 1.179

(AC-FT) 4229. 4375. 4375. 4375.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 15764. 5.17 7286. 1879. 1810. 1810.

(INCHES) .974 1.005 1.005 1.005

(AC-FT) 3613. 3727. 3727. 3727.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CBD23

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 13638. 5.17 6276. 1615. 1555. 1555.

(INCHES) .839 .863 .863 .863

(AC-FT) 3112. 3203. 3203. 3203.

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

1912 KK * BDDB *

* *

**************

 

1923 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1924 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

1925 SV STORAGE .0 2.1 8.7 28.9 98.7 142.1 226.0 417.2 508.5 660.7

961.4 1099.4 1324.8 1753.2 1947.4 2268.1 2382.0 2870.8 3135.9 3274.1

 

1927 SQ DISCHARGE 0. 48. 63. 83. 108. 117. 129. 147. 154. 163.

177. 183. 191. 203. 208. 215. 5941. 75090. 130242. 161113.

 

1929 SE ELEVATION 2917.75 2920.00 2922.00 2925.00 2930.00 2932.00 2935.00 2940.00 2942.00 2945.00

2950.00 2952.00 2955.00 2960.00 2962.00 2965.00 2966.00 2970.00 2972.00 2973.00

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 26433. 5.25 8545. 2283. 2200. 2200.

(INCHES) 1.142 1.221 1.221 1.221

(AC-FT) 4237. 4528. 4530. 4530.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2527. 5.25 2369. 1942. 1870. 1870.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2967.19 5.25 2965.87 2960.28 2958.75 2958.75

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 25004. 5.25 7894. 2120. 2042. 2042.

(INCHES) 1.055 1.133 1.134 1.134

(AC-FT) 3914. 4204. 4206. 4206.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2517. 5.25 2364. 1933. 1862. 1862.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2967.10 5.25 2965.82 2960.13 2958.60 2958.60

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 22719. 5.33 6994. 1894. 1825. 1825.

(INCHES) .935 1.013 1.013 1.013

(AC-FT) 3468. 3757. 3758. 3758.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2501. 5.33 2355. 1921. 1850. 1850.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.97 5.33 2965.75 2959.92 2958.40 2958.40

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 20219. 5.42 6082. 1665. 1604. 1604.

(INCHES) .813 .890 .891 .891

(AC-FT) 3016. 3303. 3304. 3304.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2483. 5.42 2347. 1908. 1838. 1838.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.83 5.42 2965.68 2959.69 2958.17 2958.17

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 18106. 5.50 5405. 1496. 1441. 1441.

(INCHES) .723 .800 .800 .800

(AC-FT) 2680. 2966. 2967. 2967.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2468. 5.50 2340. 1897. 1827. 1827.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.70 5.50 2965.62 2959.50 2957.98 2957.98

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 14637. 5.75 4186. 1189. 1146. 1146.

(INCHES) .560 .636 .636 .636

(AC-FT) 2076. 2359. 2360. 2360.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2443. 5.75 2327. 1877. 1808. 1808.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.50 5.75 2965.51 2959.13 2957.62 2957.62

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 11279. 6.17 2890. 864. 832. 832.

(INCHES) .386 .462 .462 .462

(AC-FT) 1433. 1713. 1713. 1713.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2420. 6.17 2310. 1851. 1782. 1782.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.31 6.17 2965.37 2958.66 2957.16 2957.16

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION BDDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 7731. 6.58 1841. 600. 578. 578.

(INCHES) .246 .321 .321 .321

(AC-FT) 913. 1190. 1190. 1190.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2395. 6.58 2294. 1824. 1757. 1757.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2966.10 6.58 2965.22 2958.20 2956.72 2956.72

 

CUMULATIVE AREA = 69.56 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2256 KK * CTD16 *

* *

**************

 

2259 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2260 HC HYDROGRAPH COMBINATION

ICOMP 3 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 7088. 3.92 2160. 546. 526. 526.

(INCHES) .115 .117 .117 .117

(AC-FT) 1071. 1082. 1082. 1082.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6750. 3.92 2058. 520. 501. 501.

(INCHES) .110 .111 .111 .111

(AC-FT) 1021. 1031. 1031. 1031.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6291. 4.00 1916. 484. 466. 466.

(INCHES) .102 .103 .103 .103

(AC-FT) 950. 960. 960. 960.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 5831. 4.00 1772. 448. 431. 431.

(INCHES) .095 .096 .096 .096

(AC-FT) 879. 888. 888. 888.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 5491. 4.00 1666. 421. 405. 405.

(INCHES) .089 .090 .090 .090

(AC-FT) 826. 834. 834. 834.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 4859. 4.00 1473. 372. 358. 358.

(INCHES) .079 .079 .079 .079

(AC-FT) 730. 737. 737. 737.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 4184. 4.00 1266. 320. 308. 308.

(INCHES) .068 .068 .068 .068

(AC-FT) 628. 634. 634. 634.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTD16

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3621. 4.00 1099. 277. 267. 267.

(INCHES) .059 .059 .059 .059

(AC-FT) 545. 550. 550. 550.

 

CUMULATIVE AREA = 174.02 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2266 KK * INFLOW *

* *

**************

 

2269 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2270 IN TIME DATA FOR INPUT TIME SERIES

JXMIN 6 TIME INTERVAL IN MINUTES

JXDATE 1 0 STARTING DATE

JXTIME 0 STARTING TIME

 

SUBBASIN RUNOFF DATA

 

2267 BA SUBBASIN CHARACTERISTICS

TAREA 174.91 SUBBASIN AREA

 

***

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION INFLOW

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 6697. 4.00 1942. 834. 810. 810.

(INCHES) .103 .177 .179 .179

(AC-FT) 963. 1654. 1667. 1667.

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2284 KK * TRDB *

* *

**************

 

2298 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2299 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

2300 SV STORAGE .0 2.8 5.8 19.8 53.5 121.3 228.5 391.3 485.6 582.5

824.5 876.4 930.7 987.5

 

2302 SQ DISCHARGE 0. 17. 25. 210. 280. 336. 384. 428. 446. 465.

500. 7850. 11915. 13000.

 

2304 SE ELEVATION 2251.61 2255.02 2255.91 2260.04 2265.03 2270.01 2275.03 2280.18 2282.64 2285.00

2290.03 2291.04 2292.03 2293.04

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 495. 7.83 495. 466. 450. 450.

(INCHES) .026 .099 .099 .099

(AC-FT) 245. 924. 926. 926.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

790. 7.92 785. 670. 645. 645.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2289.32 7.92 2289.21 2285.85 2284.66 2284.66

 

CUMULATIVE AREA = 174.91 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2398 KK * CTW6 *

* *

**************

 

2401 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2400 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 772. 3.83 238. 60. 58. 58.

(INCHES) 1.469 1.487 1.487 1.487

(AC-FT) 118. 119. 119. 119.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 735. 3.83 227. 57. 55. 55.

(INCHES) 1.400 1.417 1.417 1.417

(AC-FT) 112. 114. 114. 114.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 685. 3.92 211. 53. 51. 51.

(INCHES) 1.304 1.320 1.320 1.320

(AC-FT) 105. 106. 106. 106.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 634. 3.92 195. 49. 48. 48.

(INCHES) 1.208 1.222 1.222 1.222

(AC-FT) 97. 98. 98. 98.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 597. 3.92 184. 46. 45. 45.

(INCHES) 1.135 1.149 1.149 1.149

(AC-FT) 91. 92. 92. 92.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 528. 3.92 163. 41. 40. 40.

(INCHES) 1.005 1.016 1.016 1.016

(AC-FT) 81. 82. 82. 82.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 453. 3.92 140. 35. 34. 34.

(INCHES) .865 .875 .875 .875

(AC-FT) 69. 70. 70. 70.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CTW6

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 392. 3.92 122. 31. 30. 30.

(INCHES) .751 .760 .760 .760

(AC-FT) 60. 61. 61. 61.

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2402 KK * TNDB *

* *

**************

 

2413 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2414 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

2415 SV STORAGE .0 .9 5.6 12.9 20.8 29.0 37.7 46.7 56.2 64.0

 

 

2416 SE ELEVATION 2204.50 2207.00 2209.00 2211.00 2213.00 2215.00 2217.00 2219.00 2221.00 2222.50

 

 

2417 SQ DISCHARGE 0. 164. 331. 439. 525. 599. 664. 724. 779. 818.

 

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 509. 4.33 238. 60. 58. 58.

(INCHES) 1.468 1.487 1.487 1.487

(AC-FT) 118. 119. 119. 119.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

19. 4.33 6. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2212.62 4.33 2208.07 2205.40 2205.37 2205.37

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 493. 4.33 227. 57. 55. 55.

(INCHES) 1.400 1.417 1.417 1.417

(AC-FT) 112. 114. 114. 114.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

18. 4.33 5. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2212.24 4.33 2207.87 2205.35 2205.32 2205.32

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 470. 4.25 211. 53. 51. 51.

(INCHES) 1.304 1.320 1.320 1.320

(AC-FT) 105. 106. 106. 106.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

16. 4.25 4. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2211.72 4.25 2207.60 2205.29 2205.26 2205.26

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 449. 4.25 195. 49. 48. 48.

(INCHES) 1.207 1.222 1.222 1.222

(AC-FT) 97. 98. 98. 98.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

14. 4.25 4. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2211.23 4.25 2207.34 2205.22 2205.19 2205.19

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 432. 4.25 184. 46. 45. 45.

(INCHES) 1.135 1.149 1.149 1.149

(AC-FT) 91. 92. 92. 92.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

12. 4.25 3. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2210.87 4.25 2207.15 2205.17 2205.15 2205.15

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 396. 4.25 163. 41. 40. 40.

(INCHES) 1.005 1.016 1.016 1.016

(AC-FT) 81. 82. 82. 82.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

10. 4.25 3. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2210.20 4.25 2206.83 2205.09 2205.07 2205.07

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 358. 4.25 140. 35. 34. 34.

(INCHES) .865 .875 .875 .875

(AC-FT) 69. 70. 70. 70.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

7. 4.25 2. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2209.50 4.25 2206.50 2205.01 2204.99 2204.99

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TNDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 332. 4.17 122. 31. 30. 30.

(INCHES) .751 .760 .760 .760

(AC-FT) 60. 61. 61. 61.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

6. 4.17 1. 0. 0. 0.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2209.01 4.17 2206.25 2204.94 2204.93 2204.93

 

CUMULATIVE AREA = 1.50 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2654 KK * TRMCDB *

* *

**************

 

2656 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2657 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

2658 SV STORAGE .0 8.8 17.8 26.9 36.1 45.4 54.9 64.5 74.2 84.0

94.0 104.1 114.3 124.7

 

2660 SE ELEVATION 2150.00 2151.00 2152.00 2153.00 2154.00 2155.00 2156.00 2157.00 2158.00 2159.00

2160.00 2161.00 2162.00 2163.00

 

2662 SQ DISCHARGE 0. 13. 57. 114. 131. 147. 161. 173. 185. 197.

207. 217. 227. 236.

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 157. 5.42 114. 35. 34. 34.

(INCHES) .000 .000 .000 .000

(AC-FT) 57. 70. 70. 70.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

52. 5.42 34. 12. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2155.75 5.42 2153.74 2151.35 2151.30 2151.30

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 145. 5.42 99. 30. 29. 29.

(INCHES) .000 .000 .000 .000

(AC-FT) 49. 60. 60. 60.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

44. 5.42 28. 10. 10. 10.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2154.89 5.42 2153.15 2151.17 2151.13 2151.13

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 132. 4.58 77. 24. 23. 23.

(INCHES) .000 .000 .000 .000

(AC-FT) 38. 47. 47. 47.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

36. 4.58 22. 8. 8. 8.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2154.03 4.58 2152.44 2150.94 2150.91 2150.91

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 118. 4.50 56. 18. 17. 17.

(INCHES) .000 .000 .000 .000

(AC-FT) 28. 35. 35. 35.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

29. 4.50 17. 7. 7. 7.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2153.23 4.50 2151.91 2150.77 2150.74 2150.74

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 96. 4.50 41. 14. 13. 13.

(INCHES) .000 .000 .000 .000

(AC-FT) 20. 28. 28. 28.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

24. 4.50 14. 6. 6. 6.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2152.69 4.50 2151.61 2150.67 2150.64 2150.64

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 46. 4.42 21. 8. 8. 8.

(INCHES) .000 .000 .000 .000

(AC-FT) 10. 16. 16. 16.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

16. 4.42 10. 4. 4. 4.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2151.75 4.42 2151.14 2150.50 2150.48 2150.48

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 11. 4.42 8. 4. 3. 3.

(INCHES) .000 .000 .000 .000

(AC-FT) 4. 7. 7. 7.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

7. 4.42 5. 2. 2. 2.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2150.82 4.42 2150.60 2150.26 2150.25 2150.25

 

CUMULATIVE AREA = .00 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION TRMCDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 3. 4.25 2. 1. 1. 1.

(INCHES) .000 .000 .000 .000

(AC-FT) 1. 2. 2. 2.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

2. 4.25 1. 1. 1. 1.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2150.21 4.25 2150.15 2150.06 2150.06 2150.06

 

CUMULATIVE AREA = .00 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2774 KK * CLF7 *

* *

**************

 

2776 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2777 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1200. 3.83 330. 83. 80. 80.

(INCHES) 1.171 1.176 1.176 1.176

(AC-FT) 164. 164. 164. 164.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1133. 3.83 312. 78. 75. 75.

(INCHES) 1.107 1.112 1.112 1.112

(AC-FT) 155. 155. 155. 155.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1048. 3.83 287. 72. 69. 69.

(INCHES) 1.019 1.023 1.023 1.023

(AC-FT) 142. 143. 143. 143.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 957. 3.83 262. 66. 63. 63.

(INCHES) .931 .935 .935 .935

(AC-FT) 130. 131. 131. 131.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 890. 3.83 244. 61. 59. 59.

(INCHES) .866 .869 .869 .869

(AC-FT) 121. 121. 121. 121.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 769. 3.83 211. 53. 51. 51.

(INCHES) .749 .752 .752 .752

(AC-FT) 105. 105. 105. 105.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 641. 3.83 177. 44. 43. 43.

(INCHES) .627 .629 .629 .629

(AC-FT) 88. 88. 88. 88.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF7

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 538. 3.83 149. 37. 36. 36.

(INCHES) .530 .531 .531 .531

(AC-FT) 74. 74. 74. 74.

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

2778 KK * LAKEDB *

* *

**************

 

2792 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2793 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP ELEV TYPE OF INITIAL CONDITION

RSVRIC 2570.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

2794 SV STORAGE .0 1.1 2.6 4.3 5.6 7.1 9.8 14.3 21.8 31.5

42.3 53.5 65.1 77.0 91.0 106.0 122.0 138.0 154.0 170.0

 

2797 SE ELEVATION 2570.00 2578.00 2579.00 2580.00 2581.00 2582.00 2583.00 2584.00 2585.00 2586.00

2587.00 2588.00 2589.00 2590.00 2591.00 2592.00 2593.00 2594.00 2595.00 2596.00

 

2800 SQ DISCHARGE 0. 56. 58. 60. 62. 64. 66. 68. 70. 71.

73. 75. 76. 78. 79. 81. 82. 84. 85. 87.

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 83. 6.25 82. 75. 72. 72.

(INCHES) .291 1.058 1.060 1.060

(AC-FT) 41. 148. 148. 148.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

132. 6.25 120. 68. 66. 66.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2593.63 6.25 2592.86 2588.47 2587.80 2587.80

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 82. 6.25 81. 73. 71. 71.

(INCHES) .288 1.042 1.044 1.044

(AC-FT) 40. 146. 146. 146.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

124. 6.25 112. 62. 59. 59.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2593.11 6.25 2592.34 2587.86 2587.22 2587.22

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 81. 6.17 80. 72. 69. 69.

(INCHES) .285 1.015 1.017 1.017

(AC-FT) 40. 142. 142. 142.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

112. 6.17 100. 52. 51. 51.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2592.40 6.17 2591.62 2586.85 2586.24 2586.24

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 80. 6.17 79. 66. 63. 63.

(INCHES) .281 .935 .935 .935

(AC-FT) 39. 131. 131. 131.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

101. 6.17 89. 44. 42. 42.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2591.68 6.17 2590.87 2585.20 2584.64 2584.64

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 79. 6.17 78. 61. 59. 59.

(INCHES) .278 .869 .869 .869

(AC-FT) 39. 121. 121. 121.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

93. 6.17 81. 38. 36. 36.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2591.12 6.17 2590.28 2583.94 2583.43 2583.43

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 78. 6.08 76. 53. 51. 51.

(INCHES) .271 .752 .752 .752

(AC-FT) 38. 105. 105. 105.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

78. 6.08 67. 28. 27. 27.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2590.07 6.08 2589.14 2581.75 2581.32 2581.32

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 76. 6.00 74. 44. 43. 43.

(INCHES) .264 .629 .629 .629

(AC-FT) 37. 88. 88. 88.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

63. 6.00 52. 20. 19. 19.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2588.83 6.00 2587.90 2579.56 2579.21 2579.21

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LAKEDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 74. 5.92 73. 37. 36. 36.

(INCHES) .258 .531 .531 .531

(AC-FT) 36. 74. 74. 74.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

51. 5.92 41. 14. 13. 13.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2587.82 5.92 2586.89 2577.88 2577.59 2577.59

 

CUMULATIVE AREA = 2.62 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

3056 KK * CLF25 *

* *

**************

 

3058 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

3059 HC HYDROGRAPH COMBINATION

ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 423. 3.75 107. 27. 26. 26.

(INCHES) .967 .968 .968 .968

(AC-FT) 53. 53. 53. 53.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 398. 3.75 101. 25. 24. 24.

(INCHES) .910 .912 .912 .912

(AC-FT) 50. 50. 50. 50.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 364. 3.75 93. 23. 22. 22.

(INCHES) .833 .834 .834 .834

(AC-FT) 46. 46. 46. 46.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 330. 3.75 84. 21. 20. 20.

(INCHES) .755 .756 .756 .756

(AC-FT) 42. 42. 42. 42.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 304. 3.75 77. 19. 19. 19.

(INCHES) .697 .698 .698 .698

(AC-FT) 38. 38. 38. 38.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 259. 3.75 66. 17. 16. 16.

(INCHES) .596 .596 .596 .596

(AC-FT) 33. 33. 33. 33.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 211. 3.75 54. 14. 13. 13.

(INCHES) .490 .490 .490 .490

(AC-FT) 27. 27. 27. 27.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF25

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 173. 3.75 45. 11. 11. 11.

(INCHES) .406 .407 .407 .407

(AC-FT) 22. 22. 22. 22.

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

3060 KK * DIDB *

* *

**************

 

3073 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

3074 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

3075 SV STORAGE .0 .3 1.6 4.6 9.5 15.9 23.1 30.5 38.0 45.7

53.5 61.6

 

3077 SE ELEVATION 61.00 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00

71.00 72.00

 

3079 SQ DISCHARGE 0. 5. 10. 14. 17. 19. 21. 23. 25. 27.

28. 30.

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 26. 6.17 26. 21. 20. 20.

(INCHES) .231 .750 .750 .750

(AC-FT) 13. 41. 41. 41.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

46. 6.17 42. 26. 25. 25.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

70.00 6.17 69.48 67.19 66.97 66.97

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 26. 6.17 25. 20. 19. 19.

(INCHES) .225 .728 .728 .728

(AC-FT) 12. 40. 40. 40.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

43. 6.17 39. 24. 23. 23.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

69.62 6.17 69.12 66.89 66.67 66.67

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 25. 6.17 24. 19. 19. 19.

(INCHES) .217 .696 .696 .696

(AC-FT) 12. 38. 38. 38.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

39. 6.17 35. 21. 20. 20.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

69.11 6.17 68.62 66.47 66.27 66.27

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 24. 6.08 23. 18. 18. 18.

(INCHES) .209 .661 .661 .661

(AC-FT) 12. 36. 36. 36.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

35. 6.17 31. 18. 17. 17.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

68.59 6.17 68.12 66.03 65.85 65.85

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 23. 6.08 23. 18. 17. 17.

(INCHES) .203 .633 .633 .633

(AC-FT) 11. 35. 35. 35.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

32. 6.08 29. 16. 15. 15.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

68.21 6.08 67.74 65.71 65.53 65.53

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 22. 6.08 21. 16. 15. 15.

(INCHES) .191 .576 .576 .576

(AC-FT) 11. 32. 32. 32.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

27. 6.08 24. 12. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

67.53 6.08 67.08 65.09 64.94 64.94

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 21. 6.00 20. 14. 13. 13.

(INCHES) .178 .489 .489 .489

(AC-FT) 10. 27. 27. 27.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

22. 6.00 19. 9. 8. 8.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

66.81 6.00 66.39 64.33 64.21 64.21

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION DIDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 19. 5.92 19. 11. 11. 11.

(INCHES) .167 .407 .407 .407

(AC-FT) 9. 22. 22. 22.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

18. 5.92 15. 6. 6. 6.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

66.24 5.92 65.82 63.69 63.59 63.59

 

CUMULATIVE AREA = 1.03 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

3185 KK * CLF33 *

* *

**************

 

3188 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

3189 HC HYDROGRAPH COMBINATION

ICOMP 4 NUMBER OF HYDROGRAPHS TO COMBINE

 

***

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2281. 4.17 754. 191. 184. 184.

(INCHES) .559 .565 .565 .565

(AC-FT) 374. 378. 378. 378.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 2113. 4.17 706. 179. 172. 172.

(INCHES) .523 .529 .529 .529

(AC-FT) 350. 354. 354. 354.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1891. 4.17 642. 162. 156. 156.

(INCHES) .475 .481 .481 .481

(AC-FT) 318. 322. 322. 322.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1674. 4.17 578. 146. 141. 141.

(INCHES) .428 .433 .433 .433

(AC-FT) 287. 290. 290. 290.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1530. 4.25 531. 134. 129. 129.

(INCHES) .393 .397 .397 .397

(AC-FT) 263. 266. 266. 266.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1256. 4.25 449. 113. 109. 109.

(INCHES) .332 .336 .336 .336

(AC-FT) 223. 225. 225. 225.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 1007. 4.33 363. 92. 88. 88.

(INCHES) .269 .272 .272 .272

(AC-FT) 180. 182. 182. 182.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION CLF33

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 805. 4.42 298. 75. 73. 73.

(INCHES) .221 .223 .223 .223

(AC-FT) 148. 149. 149. 149.

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

 

 

*** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***

 

 

**************

* *

3190 KK * LWFLDB *

* *

**************

 

3202 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

3201 RS STORAGE ROUTING

NSTPS 1 NUMBER OF SUBREACHES

ITYP STOR TYPE OF INITIAL CONDITION

RSVRIC -1.00 INITIAL CONDITION

X .00 WORKING R AND D COEFFICIENT

 

3203 SV STORAGE .0 .4 1.1 2.5 5.5 11.3 20.7 32.7 45.6 58.9

72.7 86.8 101.3 116.3 133.8 156.3 182.4 210.0 238.1 266.7

 

3205 SE ELEVATION 2234.00 2236.00 2237.00 2238.00 2239.00 2240.00 2241.00 2242.00 2243.00 2244.00

2245.00 2246.00 2247.00 2248.00 2249.00 2250.00 2251.00 2252.00 2253.00 2254.00

 

3207 SQ DISCHARGE 0. 100. 200. 300. 400. 500. 600. 700. 800. 900.

956.

 

3209 SE ELEVATION 2234.00 2236.69 2238.28 2239.65 2240.87 2242.00 2243.68 2246.09 2248.89 2252.04

2253.98

 

***

 

COMPUTED STORAGE-OUTFLOW-ELEVATION DATA

 

STORAGE .00 .38 .89 1.12 2.53 3.36 5.49 9.27 11.30 19.51

OUTFLOW .00 74.35 100.00 119.50 182.39 200.00 252.56 300.00 328.69 400.00

ELEVATION 2234.00 2236.00 2236.69 2237.00 2238.00 2238.28 2239.00 2239.65 2240.00 2240.87

 

STORAGE 20.73 32.71 45.59 54.67 58.94 72.69 86.82 88.13 101.33 116.26

OUTFLOW 411.50 500.00 559.53 600.00 613.28 654.77 696.26 700.00 732.50 768.22

ELEVATION 2241.00 2242.00 2243.00 2243.68 2244.00 2245.00 2246.00 2246.09 2247.00 2248.00

 

STORAGE 131.90 133.83 156.26 182.41 210.03 211.15 238.12 266.12 266.69

OUTFLOW 800.00 803.50 835.24 866.98 898.73 900.00 927.71 956.00 956.58

ELEVATION 2248.89 2249.00 2250.00 2251.00 2252.00 2252.04 2253.00 2253.98 2254.00

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .83

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 856. 5.92 691. 191. 184. 184.

(INCHES) .512 .565 .565 .565

(AC-FT) 343. 378. 378. 378.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

173. 5.92 100. 25. 24. 24.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2250.64 5.92 2246.48 2237.52 2237.39 2237.39

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .80

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 836. 5.92 658. 179. 172. 172.

(INCHES) .487 .529 .529 .529

(AC-FT) 326. 354. 354. 354.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

157. 5.92 88. 22. 21. 21.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2250.02 5.92 2245.76 2237.27 2237.15 2237.15

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .76

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 806. 5.83 611. 162. 156. 156.

(INCHES) .452 .481 .481 .481

(AC-FT) 303. 322. 322. 322.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

136. 5.83 73. 18. 18. 18.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2249.08 5.83 2244.77 2236.93 2236.82 2236.82

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .73

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 767. 5.83 559. 146. 141. 141.

(INCHES) .414 .433 .433 .433

(AC-FT) 277. 290. 290. 290.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

116. 5.83 60. 15. 14. 14.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2247.96 5.83 2243.74 2236.60 2236.50 2236.50

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .69

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 733. 5.83 519. 134. 129. 129.

(INCHES) .384 .397 .397 .397

(AC-FT) 257. 266. 266. 266.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

101. 5.83 51. 13. 12. 12.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2247.00 5.83 2242.96 2236.36 2236.27 2236.27

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .64

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 668. 5.83 444. 113. 109. 109.

(INCHES) .329 .336 .336 .336

(AC-FT) 220. 225. 225. 225.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

77. 5.83 36. 9. 9. 9.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2245.31 5.83 2241.60 2235.96 2235.89 2235.89

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .58

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 596. 5.75 363. 92. 88. 88.

(INCHES) .268 .272 .272 .272

(AC-FT) 180. 182. 182. 182.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

54. 5.75 23. 6. 6. 6.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2243.61 5.75 2240.23 2235.59 2235.53 2235.53

 

CUMULATIVE AREA = 12.56 SQ MI

 

 

*** *** *** *** ***

 

HYDROGRAPH AT STATION LWFLDB

FOR PLAN 1, RATIO = .53

 

PEAK FLOW TIME MAXIMUM AVERAGE FLOW

6-HR 24-HR 72-HR 24.92-HR

+ (CFS) (HR)

(CFS)

+ 523. 5.75 298. 75. 73. 73.

(INCHES) .221 .223 .223 .223

(AC-FT) 148. 149. 149. 149.

 

PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE

6-HR 24-HR 72-HR 24.92-HR

+ (AC-FT) (HR)

38. 5.75 15. 4. 4. 4.

 

PEAK STAGE TIME MAXIMUM AVERAGE STAGE

6-HR 24-HR 72-HR 24.92-HR

+ (FEET) (HR)

2242.39 5.75 2239.24 2235.33 2235.28 2235.28

 

CUMULATIVE AREA = 12.56 SQ MI

 

1

 

PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS

FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES

TIME TO PEAK IN HOURS

 

 

RATIOS APPLIED TO PRECIPITATION

OPERATION STATION AREA PLAN RATIO 1 RATIO 2 RATIO 3 RATIO 4 RATIO 5 RATIO 6 RATIO 7 RATIO 8

.83 .80 .76 .73 .69 .64 .58 .53

 

HYDROGRAPH AT

+ CH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141. 124. 109.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

DIVERSION TO

+ DFLAM .34 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DCH59-C .34 1 FLOW 196. 188. 177. 165. 157. 141. 124. 109.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ RR1 4.22 1 FLOW 3282. 3128. 2914. 2695. 2532. 2235. 1915. 1653.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ RR2 3.55 1 FLOW 2607. 2488. 2322. 2153. 2026. 1795. 1546. 1341.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RRR2 3.55 1 FLOW 2590. 2472. 2305. 2136. 2009. 1780. 1534. 1333.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

2 COMBINED AT

+ CRR2 7.77 1 FLOW 5783. 5513. 5135. 4751. 4465. 3943. 3389. 2935.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCRR2 7.77 1 FLOW 5499. 5244. 4888. 4526. 4255. 3762. 3231. 2795.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ RR5 7.13 1 FLOW 4659. 4447. 4154. 3853. 3629. 3219. 2777. 2413.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ R-RR5 7.13 1 FLOW 4503. 4298. 4012. 3721. 3504. 3111. 2686. 2336.

TIME 4.17 4.17 4.17 4.17 4.25 4.25 4.25 4.25

 

HYDROGRAPH AT

+ RR3 14.98 1 FLOW 8348. 7961. 7424. 6876. 6466. 5720. 4915. 4255.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

3 COMBINED AT

+ CRR3 29.89 1 FLOW 18350. 17503. 16325. 15122. 14224. 12588. 10823. 9374.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

ROUTED TO

+ RCRR3 29.89 1 FLOW 17441. 16637. 15521. 14380. 13528. 11976. 10301. 8926.

TIME 4.67 4.67 4.67 4.67 4.67 4.67 4.67 4.67

 

HYDROGRAPH AT

+ RR10 8.77 1 FLOW 3691. 3506. 3252. 2993. 2800. 2451. 2078. 1773.

TIME 4.25 4.25 4.33 4.33 4.33 4.33 4.33 4.33

 

2 COMBINED AT

+ CRR10 38.66 1 FLOW 20697. 19727. 18381. 17006. 15989. 14141. 12148. 10513.

TIME 4.58 4.58 4.58 4.58 4.67 4.67 4.67 4.67

 

ROUTED TO

+ RCRR10 38.66 1 FLOW 20042. 19109. 17812. 16488. 15500. 13701. 11762. 10172.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

 

HYDROGRAPH AT

+ RR12A 5.82 1 FLOW 2992. 2850. 2654. 2455. 2306. 2035. 1744. 1506.

TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.17 4.17

 

ROUTED TO

+ R-RR12A 5.82 1 FLOW 2913. 2775. 2585. 2390. 2245. 1981. 1697. 1464.

TIME 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42

 

HYDROGRAPH AT

+ 104A 3.39 1 FLOW 1296. 1226. 1129. 1031. 958. 827. 688. 576.

TIME 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25

 

3 COMBINED AT

+ C104A 47.87 1 FLOW 23009. 21939. 20453. 18935. 17802. 15738. 13515. 11691.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

 

HYDROGRAPH AT

+ RD1 .39 1 FLOW 375. 358. 334. 310. 292. 259. 223. 194.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ R-RD1 .39 1 FLOW 356. 340. 317. 295. 279. 246. 213. 186.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ RD2 .52 1 FLOW 557. 533. 501. 468. 443. 397. 347. 306.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CRD2 .91 1 FLOW 903. 863. 809. 752. 709. 633. 548. 480.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCRD2 .91 1 FLOW 858. 816. 765. 711. 670. 599. 520. 457.

TIME 3.58 3.58 3.58 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ RD3 .33 1 FLOW 322. 308. 288. 267. 252. 224. 194. 169.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CRD3 1.24 1 FLOW 1180. 1124. 1053. 977. 919. 817. 705. 614.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ RR14A 4.60 1 FLOW 2562. 2442. 2276. 2106. 1979. 1750. 1504. 1301.

TIME 4.08 4.08 4.08 4.08 4.17 4.17 4.17 4.17

 

ROUTED TO

+ R-RR14A 4.60 1 FLOW 2556. 2438. 2273. 2104. 1978. 1748. 1503. 1299.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ RD4 .41 1 FLOW 373. 355. 330. 304. 285. 250. 213. 182.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CRD4 5.01 1 FLOW 2650. 2526. 2353. 2177. 2045. 1806. 1552. 1342.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCRD4 5.01 1 FLOW 2640. 2518. 2346. 2172. 2042. 1805. 1550. 1340.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ RD5 .37 1 FLOW 365. 348. 325. 301. 284. 252. 217. 188.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CRD5 5.38 1 FLOW 2729. 2601. 2422. 2241. 2105. 1859. 1594. 1379.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCRD5 5.38 1 FLOW 2718. 2593. 2416. 2235. 2102. 1861. 1595. 1376.

TIME 4.08 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ RD6 .25 1 FLOW 253. 242. 227. 211. 200. 178. 155. 135.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CRD6 5.63 1 FLOW 2782. 2652. 2472. 2284. 2147. 1896. 1627. 1404.

TIME 4.08 4.08 4.08 4.08 4.08 4.17 4.17 4.17

 

3 COMBINED AT

+ INRR 54.74 1 FLOW 25681. 24491. 22832. 21140. 19876. 17575. 15097. 13083.

TIME 4.92 4.92 4.92 4.92 4.92 4.92 4.92 5.00

 

ROUTED TO

+ RRDB 54.74 1 FLOW 24538. 23093. 20903. 18560. 16742. 13292. 10029. 7116.

TIME 5.17 5.17 5.25 5.33 5.42 5.67 6.00 6.33

 

** PEAK STAGES IN FEET **

1 STAGE 3215.94 3215.76 3215.49 3215.21 3214.99 3214.57 3214.17 3213.73

TIME 5.17 5.17 5.25 5.33 5.42 5.67 6.00 6.33

 

DIVERSION TO

+ *D-RROUT 54.74 1 FLOW 24356. 22911. 20721. 18378. 16560. 13110. 9847. 6934.

TIME 5.17 5.17 5.25 5.33 5.42 5.67 6.00 6.33

 

HYDROGRAPH AT

+ *DOUTRR 54.74 1 FLOW 182. 182. 182. 182. 182. 182. 182. 182.

TIME 4.75 4.83 4.92 5.00 5.08 5.33 5.67 6.00

 

DIVERSION TO

+ *REMOVED 54.74 1 FLOW 182. 182. 182. 182. 182. 182. 182. 182.

TIME 4.75 4.83 4.92 5.00 5.08 5.33 5.67 6.00

 

HYDROGRAPH AT

+ *NO_FLOW 54.74 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ ROUTRR 54.74 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ R3A .19 1 FLOW 167. 158. 146. 134. 125. 109. 92. 78.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

2 COMBINED AT

+ CR3A 54.93 1 FLOW 167. 158. 146. 134. 125. 109. 92. 78.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

ROUTED TO

+ RCR3A 54.93 1 FLOW 161. 150. 141. 131. 120. 105. 88. 72.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ UFR1 .53 1 FLOW 280. 267. 247. 228. 213. 187. 159. 136.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CUFR1 55.46 1 FLOW 357. 341. 318. 294. 270. 240. 201. 170.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFR1 55.46 1 FLOW 354. 337. 314. 290. 267. 236. 197. 167.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RCUFR1A 55.46 1 FLOW 350. 334. 310. 286. 265. 234. 196. 166.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFR2 .35 1 FLOW 81. 74. 64. 55. 48. 39. 31. 24.

TIME 3.83 3.83 3.83 3.83 3.92 5.08 5.08 5.08

 

2 COMBINED AT

+ CUFR2 55.81 1 FLOW 428. 404. 371. 337. 310. 267. 219. 183.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 4.00

 

ROUTED TO

+ RCUFR2 55.81 1 FLOW 424. 400. 367. 335. 308. 265. 219. 183.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 4.00

 

HYDROGRAPH AT

+ R3B .20 1 FLOW 229. 218. 203. 187. 176. 155. 132. 114.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

ROUTED TO

+ R-R3B .20 1 FLOW 190. 180. 173. 159. 152. 137. 116. 100.

TIME 3.67 3.67 3.67 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ R4A .11 1 FLOW 111. 106. 98. 91. 85. 75. 63. 54.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

ROUTED TO

+ R-R4A .11 1 FLOW 101. 97. 91. 85. 80. 71. 61. 51.

TIME 3.67 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFR3 .38 1 FLOW 182. 171. 157. 142. 131. 111. 91. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

4 COMBINED AT

+ CUFR3N 56.49 1 FLOW 869. 825. 781. 718. 668. 582. 480. 400.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ R4B .20 1 FLOW 199. 189. 176. 162. 152. 133. 114. 98.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

ROUTED TO

+ R-R4B .20 1 FLOW 185. 176. 162. 149. 141. 126. 109. 94.

TIME 3.58 3.58 3.58 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFR4 .24 1 FLOW 159. 151. 139. 128. 119. 103. 87. 73.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR4 .44 1 FLOW 342. 324. 299. 277. 260. 229. 195. 167.

TIME 3.58 3.58 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFR4 .44 1 FLOW 337. 321. 299. 276. 258. 227. 192. 163.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR3 56.93 1 FLOW 1198. 1131. 1046. 953. 880. 764. 637. 537.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

ROUTED TO

+ RCUFR3 56.93 1 FLOW 1163. 1096. 1033. 941. 876. 759. 633. 527.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ R4D 5.45 1 FLOW 2535. 2407. 2229. 2049. 1915. 1672. 1412. 1201.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

ROUTED TO

+ R4DB 5.45 1 FLOW 369. 363. 355. 347. 340. 326. 307. 291.

TIME 6.33 6.25 6.25 6.25 6.17 6.17 6.08 6.08

 

** PEAK STAGES IN FEET **

1 STAGE 3073.26 3072.55 3071.37 3070.25 3069.48 3067.85 3065.85 3064.14

TIME 6.33 6.25 6.25 6.25 6.17 6.17 6.08 6.08

 

DIVERSION TO

+ *D-R4OUT 5.45 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ *DOUTR4 5.45 1 FLOW 369. 363. 355. 347. 340. 326. 307. 291.

TIME 6.33 6.25 6.25 6.25 6.17 6.17 6.08 6.08

 

DIVERSION TO

+ *REMOVED 5.45 1 FLOW 369. 363. 355. 347. 340. 326. 307. 291.

TIME 6.33 6.25 6.25 6.25 6.17 6.17 6.08 6.08

 

HYDROGRAPH AT

+ *NO_FLOW 5.45 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ R-R4D 5.45 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ UFR5 .44 1 FLOW 269. 255. 235. 215. 199. 172. 143. 120.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR5 5.89 1 FLOW 269. 255. 235. 215. 199. 172. 143. 120.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFR5 5.89 1 FLOW 262. 248. 228. 208. 194. 167. 140. 118.

TIME 3.67 3.67 3.67 3.67 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ R4C .71 1 FLOW 501. 476. 442. 407. 381. 333. 283. 242.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ R-R4C .71 1 FLOW 499. 475. 442. 408. 382. 335. 284. 242.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR6 .47 1 FLOW 274. 259. 239. 218. 203. 176. 147. 124.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

3 COMBINED AT

+ CUFR8W 7.08 1 FLOW 1011. 958. 883. 808. 752. 649. 548. 464.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR7 .52 1 FLOW 120. 109. 96. 82. 73. 58. 46. 37.

TIME 3.83 3.83 3.92 3.92 3.92 5.08 5.08 5.08

 

ROUTED TO

+ RUFR7 .52 1 FLOW 119. 109. 96. 82. 72. 57. 45. 36.

TIME 3.92 3.92 3.92 3.92 4.00 5.17 5.17 5.17

 

HYDROGRAPH AT

+ UFR8 .27 1 FLOW 133. 126. 115. 105. 97. 83. 68. 57.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFR8E .79 1 FLOW 246. 228. 204. 180. 163. 132. 101. 78.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

3 COMBINED AT

+ CUFR8 64.80 1 FLOW 2410. 2273. 2112. 1921. 1784. 1533. 1268. 1052.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCUFR8 64.80 1 FLOW 2383. 2246. 2081. 1889. 1746. 1495. 1245. 1045.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ UFR9 .37 1 FLOW 227. 216. 202. 188. 177. 157. 135. 118.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RUFR9 .37 1 FLOW 224. 214. 200. 185. 175. 155. 134. 117.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ UFR10 .45 1 FLOW 264. 252. 235. 217. 204. 179. 154. 132.

TIME 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFR10 .82 1 FLOW 489. 466. 434. 402. 378. 334. 287. 248.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR10 .82 1 FLOW 486. 463. 431. 399. 375. 331. 284. 245.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR11 .27 1 FLOW 106. 99. 88. 78. 71. 58. 44. 34.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

2 COMBINED AT

+ CUFR11 1.09 1 FLOW 579. 549. 509. 469. 438. 383. 325. 277.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR11 1.09 1 FLOW 577. 547. 506. 465. 434. 379. 322. 276.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ UFR12 .42 1 FLOW 121. 112. 100. 87. 78. 62. 46. 37.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 5.00

 

2 COMBINED AT

+ CUFR13N 1.52 1 FLOW 698. 659. 605. 552. 512. 440. 367. 309.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ UFR13 .47 1 FLOW 367. 352. 332. 312. 297. 268. 238. 212.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CUFR13 66.79 1 FLOW 3424. 3232. 2995. 2727. 2530. 2178. 1835. 1550.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR13 66.79 1 FLOW 3388. 3202. 2958. 2709. 2523. 2182. 1820. 1525.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR14 .37 1 FLOW 203. 193. 180. 166. 155. 137. 117. 100.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFR14 67.16 1 FLOW 3591. 3395. 3137. 2874. 2679. 2319. 1937. 1625.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR14 67.16 1 FLOW 3587. 3391. 3133. 2867. 2672. 2310. 1927. 1614.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR15 .46 1 FLOW 266. 252. 233. 214. 199. 173. 146. 123.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RUFR15 .46 1 FLOW 264. 251. 233. 214. 200. 174. 147. 124.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ UFR17 .23 1 FLOW 143. 135. 125. 114. 107. 92. 77. 65.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR17 .69 1 FLOW 379. 359. 331. 303. 282. 243. 203. 171.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCUFR17 .69 1 FLOW 375. 355. 327. 299. 278. 241. 202. 170.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ R4E .81 1 FLOW 598. 569. 529. 487. 457. 401. 342. 293.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ R-R4E .81 1 FLOW 605. 574. 531. 487. 456. 405. 348. 299.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR16 .41 1 FLOW 322. 309. 290. 270. 256. 230. 201. 177.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR16 1.22 1 FLOW 915. 871. 810. 748. 701. 614. 522. 454.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCUFR16 1.22 1 FLOW 889. 849. 793. 736. 692. 611. 520. 446.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR18 .37 1 FLOW 351. 336. 316. 295. 279. 250. 219. 193.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RUFR18 .37 1 FLOW 333. 319. 299. 279. 264. 239. 207. 183.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFR19A .17 1 FLOW 123. 116. 107. 98. 92. 79. 67. 56.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CUFR19A 1.75 1 FLOW 1221. 1162. 1085. 1003. 937. 821. 703. 600.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCUFR19A 1.75 1 FLOW 1215. 1155. 1076. 994. 928. 814. 694. 597.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ UFR19C .31 1 FLOW 193. 183. 170. 157. 146. 128. 109. 93.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75

 

2 COMBINED AT

+ CUFR19BW 2.06 1 FLOW 1406. 1337. 1245. 1149. 1074. 942. 801. 684.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFR19B .19 1 FLOW 140. 133. 124. 114. 107. 93. 79. 68.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RUFR19B .19 1 FLOW 138. 131. 122. 112. 105. 92. 78. 67.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFR19B 2.25 1 FLOW 1526. 1451. 1351. 1247. 1166. 1023. 871. 743.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCUFR19B 2.25 1 FLOW 1523. 1448. 1348. 1244. 1163. 1019. 867. 739.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFR19C 2.94 1 FLOW 1881. 1786. 1658. 1525. 1422. 1241. 1051. 897.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCUFR19C 2.94 1 FLOW 1854. 1758. 1636. 1508. 1414. 1239. 1054. 895.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR20 .38 1 FLOW 249. 239. 223. 208. 196. 175. 152. 133.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFR20W 3.32 1 FLOW 2104. 1996. 1852. 1709. 1604. 1409. 1202. 1024.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFR20 70.48 1 FLOW 5675. 5380. 4985. 4576. 4276. 3719. 3129. 2638.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR20 70.48 1 FLOW 5671. 5375. 4979. 4569. 4269. 3709. 3117. 2626.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFR21 .51 1 FLOW 174. 163. 147. 131. 119. 98. 76. 60.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RUFR21 .51 1 FLOW 174. 162. 146. 130. 118. 97. 76. 59.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ UFR22 .26 1 FLOW 69. 63. 56. 48. 43. 34. 26. 21.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 5.00 5.00

 

2 COMBINED AT

+ CUFR22 .77 1 FLOW 242. 225. 201. 178. 161. 131. 100. 76.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCUFR22 .77 1 FLOW 241. 224. 201. 177. 160. 130. 99. 76.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ UFR23 .30 1 FLOW 88. 82. 74. 66. 60. 49. 39. 30.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

2 COMBINED AT

+ CUFR23 1.07 1 FLOW 323. 300. 269. 238. 216. 177. 137. 105.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCUFR23 1.07 1 FLOW 322. 299. 269. 239. 216. 176. 135. 105.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ UFR24 .30 1 FLOW 211. 202. 189. 176. 167. 149. 130. 114.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CUFR24 71.85 1 FLOW 6178. 5851. 5414. 4961. 4628. 4013. 3362. 2824.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFR24 71.85 1 FLOW 6163. 5832. 5392. 4937. 4600. 3980. 3326. 2801.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ UFR25 .33 1 FLOW 242. 232. 219. 205. 194. 175. 154. 137.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFR25 72.18 1 FLOW 6387. 6048. 5595. 5127. 4781. 4143. 3469. 2915.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCUFR25 72.18 1 FLOW 6364. 6021. 5562. 5092. 4743. 4101. 3444. 2914.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ UFR26 .16 1 FLOW 148. 143. 135. 127. 122. 111. 99. 89.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUFR26 72.34 1 FLOW 6448. 6102. 5639. 5164. 4812. 4164. 3493. 2958.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCUFR26 72.34 1 FLOW 6425. 6078. 5613. 5136. 4784. 4131. 3491. 2952.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ F2 1.25 1 FLOW 640. 608. 565. 520. 487. 428. 364. 313.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ F2DB 1.25 1 FLOW 606. 566. 517. 462. 422. 339. 244. 204.

TIME 4.08 4.17 4.17 4.17 4.25 4.33 4.42 5.25

 

** PEAK STAGES IN FEET **

1 STAGE 2804.06 2803.95 2803.77 2803.56 2803.42 2803.11 2802.76 2802.61

TIME 4.08 4.17 4.17 4.17 4.25 4.33 4.42 5.25

 

DIVERSION TO

+ *D-F2OUT 1.25 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ *DOUTF2 1.25 1 FLOW 606. 566. 517. 462. 422. 339. 244. 204.

TIME 4.08 4.17 4.17 4.17 4.25 4.33 4.42 5.25

 

DIVERSION TO

+ *REMOVED 1.25 1 FLOW 606. 566. 517. 462. 422. 339. 244. 204.

TIME 4.08 4.17 4.17 4.17 4.25 4.33 4.42 5.25

 

HYDROGRAPH AT

+ *NO_FLOW 1.25 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RF2 1.25 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ UFS1 .46 1 FLOW 424. 406. 381. 355. 335. 300. 261. 229.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUFS1 1.72 1 FLOW 424. 406. 381. 355. 335. 300. 261. 229.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RUFS1 1.72 1 FLOW 414. 396. 371. 345. 326. 291. 253. 221.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ UFS2 .24 1 FLOW 197. 188. 176. 164. 155. 138. 120. 105.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFS2 1.96 1 FLOW 605. 578. 541. 504. 476. 424. 369. 322.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ F1A 1.71 1 FLOW 915. 870. 807. 743. 695. 608. 516. 440.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RF1A 1.71 1 FLOW 913. 867. 807. 740. 694. 603. 511. 438.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92

 

HYDROGRAPH AT

+ F1B 2.58 1 FLOW 1285. 1222. 1134. 1044. 978. 857. 727. 621.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RF1B 2.58 1 FLOW 1284. 1222. 1133. 1043. 974. 854. 723. 617.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ UFS3 .44 1 FLOW 426. 408. 383. 358. 339. 304. 266. 235.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CUFS3 4.72 1 FLOW 2364. 2247. 2088. 1921. 1799. 1575. 1339. 1149.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ F1DB 4.72 1 FLOW 2153. 2030. 1834. 1629. 1478. 1156. 848. 659.

TIME 4.17 4.17 4.17 4.25 4.25 4.33 5.25 5.42

 

** PEAK STAGES IN FEET **

1 STAGE 2919.96 2919.79 2919.53 2919.25 2919.04 2918.60 2918.18 2916.08

TIME 4.17 4.17 4.17 4.25 4.25 4.33 5.25 5.42

 

DIVERSION TO

+ *D-F1OUT 4.72 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ *DOUTF1 4.72 1 FLOW 2153. 2030. 1834. 1629. 1478. 1156. 848. 659.

TIME 4.17 4.17 4.17 4.25 4.25 4.33 5.25 5.42

 

DIVERSION TO

+ *REMOVED 4.72 1 FLOW 2153. 2030. 1834. 1629. 1478. 1156. 848. 659.

TIME 4.17 4.17 4.17 4.25 4.25 4.33 5.25 5.42

 

HYDROGRAPH AT

+ *NO_FLOW 4.72 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RCUFS3 4.72 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ USF3A .09 1 FLOW 103. 99. 93. 87. 82. 74. 65. 57.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

HYDROGRAPH AT

+ UFS4 .33 1 FLOW 231. 221. 206. 191. 180. 159. 137. 119.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CUFS4 5.14 1 FLOW 302. 289. 270. 251. 236. 210. 182. 158.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CF1F2 7.10 1 FLOW 908. 867. 811. 755. 712. 634. 551. 480.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCF1F2 7.10 1 FLOW 878. 840. 788. 732. 692. 619. 539. 473.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS5A .39 1 FLOW 261. 249. 233. 216. 203. 180. 156. 136.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

ROUTED TO

+ RUFS5A .39 1 FLOW 260. 250. 232. 216. 204. 181. 155. 135.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFS5B .26 1 FLOW 183. 175. 163. 151. 142. 126. 109. 94.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFS5BN .65 1 FLOW 438. 419. 391. 363. 342. 304. 262. 228.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFS5B 7.75 1 FLOW 1311. 1255. 1174. 1091. 1028. 917. 795. 693.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFS5B 7.75 1 FLOW 1299. 1239. 1159. 1075. 1014. 901. 780. 680.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS5C .12 1 FLOW 114. 110. 104. 98. 93. 85. 76. 68.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUFS5CW 7.87 1 FLOW 1399. 1336. 1250. 1161. 1096. 977. 847. 740.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFS5C 80.21 1 FLOW 7588. 7193. 6659. 6114. 5708. 4960. 4170. 3514.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ UFS6 .55 1 FLOW 348. 332. 310. 288. 271. 240. 207. 180.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RUFS6 .55 1 FLOW 343. 327. 305. 283. 266. 236. 204. 178.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFS7 .54 1 FLOW 363. 344. 316. 289. 268. 231. 192. 161.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RUFS7 .54 1 FLOW 345. 326. 300. 273. 253. 220. 184. 154.

TIME 3.58 3.58 3.58 3.58 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS8 .45 1 FLOW 247. 231. 210. 188. 173. 145. 115. 92.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CUFS8 1.53 1 FLOW 872. 826. 762. 697. 651. 564. 472. 397.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ F4DB 1.53 1 FLOW 875. 829. 765. 699. 653. 566. 473. 398.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

** PEAK STAGES IN FEET **

1 STAGE 2763.73 2763.64 2763.51 2763.38 2763.29 2763.12 2762.93 2762.79

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

DIVERSION TO

+ *D-F4OUT 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ *DOUTF4 1.53 1 FLOW 875. 829. 765. 699. 653. 566. 473. 398.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

DIVERSION TO

+ *REMOVED 1.53 1 FLOW 875. 829. 765. 699. 653. 566. 473. 398.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ *NO_FLOW 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

DIVERSION TO

+ DT-F4DB 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DT-F401D 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ F401DB 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

** PEAK STAGES IN FEET **

1 STAGE 2756.00 2756.00 2756.00 2756.00 2756.00 2756.00 2756.00 2756.00

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ DT-F4DB .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

2 COMBINED AT

+ CF401DB 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RCUFS8 1.53 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ UFS9 .37 1 FLOW 292. 278. 259. 239. 224. 197. 169. 145.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CUFS9 1.90 1 FLOW 292. 278. 259. 239. 224. 197. 169. 145.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCUFS9 1.90 1 FLOW 275. 263. 243. 225. 212. 186. 159. 137.

TIME 3.58 3.58 3.58 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS12 .27 1 FLOW 168. 161. 150. 139. 131. 116. 100. 86.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFS12 2.17 1 FLOW 429. 411. 382. 355. 334. 294. 252. 217.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFS12 2.17 1 FLOW 424. 406. 376. 349. 328. 288. 246. 211.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS13 .38 1 FLOW 267. 255. 239. 222. 209. 186. 161. 140.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ F3A 1.05 1 FLOW 702. 668. 619. 570. 534. 467. 396. 338.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RF3A 1.05 1 FLOW 685. 651. 607. 558. 525. 456. 390. 332.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFS10 .33 1 FLOW 240. 229. 215. 201. 190. 170. 148. 130.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFS11 .51 1 FLOW 385. 366. 339. 312. 292. 256. 217. 186.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CUFS11 1.89 1 FLOW 1262. 1201. 1112. 1028. 962. 842. 715. 615.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCUFS11 1.89 1 FLOW 1245. 1186. 1094. 1004. 949. 823. 700. 620.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFS13S 2.27 1 FLOW 1508. 1438. 1329. 1222. 1156. 1007. 859. 759.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCUFS12 4.44 1 FLOW 1904. 1816. 1682. 1551. 1465. 1281. 1095. 965.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCCUFS12 4.44 1 FLOW 1902. 1812. 1679. 1547. 1461. 1275. 1088. 956.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFS14 .43 1 FLOW 318. 305. 286. 266. 252. 225. 196. 172.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RUFS14 .43 1 FLOW 319. 305. 285. 266. 251. 224. 195. 172.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ UFS15 .56 1 FLOW 358. 343. 322. 300. 284. 254. 222. 195.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFS15W .99 1 FLOW 675. 646. 605. 564. 533. 478. 417. 367.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFS15 5.43 1 FLOW 2577. 2457. 2284. 2111. 1994. 1751. 1502. 1319.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCUFS15 5.43 1 FLOW 2533. 2420. 2240. 2071. 1951. 1706. 1464. 1282.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ UFS16 .44 1 FLOW 256. 244. 228. 212. 199. 177. 152. 132.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RUFS16 .44 1 FLOW 256. 244. 228. 212. 200. 177. 153. 133.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ UFS17 .34 1 FLOW 290. 280. 264. 249. 237. 215. 192. 172.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CUFS18S .78 1 FLOW 494. 473. 443. 413. 391. 349. 305. 268.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ UFS18 .25 1 FLOW 249. 239. 227. 214. 204. 186. 166. 149.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CUFS18 6.47 1 FLOW 3181. 3042. 2825. 2618. 2469. 2172. 1868. 1638.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCUFS18 6.47 1 FLOW 3150. 3011. 2791. 2580. 2437. 2138. 1847. 1626.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFS19 .35 1 FLOW 253. 244. 230. 217. 207. 188. 167. 150.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CUFS19S 6.82 1 FLOW 3403. 3255. 3021. 2797. 2644. 2319. 2007. 1770.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CUFS19 87.03 1 FLOW 10922. 10394. 9640. 8881. 8333. 7277. 6177. 5282.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFS19 87.03 1 FLOW 10918. 10390. 9632. 8874. 8323. 7265. 6163. 5267.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFS20 .34 1 FLOW 225. 217. 205. 193. 185. 168. 150. 135.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFS21 .36 1 FLOW 241. 232. 219. 205. 195. 177. 156. 140.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CUFS21 87.74 1 FLOW 11380. 10834. 10052. 9269. 8699. 7607. 6467. 5539.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ UFS22 .25 1 FLOW 80. 75. 67. 59. 53. 43. 33. 25.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RUFS22 .25 1 FLOW 80. 75. 67. 58. 53. 43. 32. 25.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ UFS23 .20 1 FLOW 51. 48. 42. 37. 33. 26. 20. 16.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 5.08

 

2 COMBINED AT

+ CUFS23 .45 1 FLOW 130. 120. 107. 94. 85. 69. 52. 39.

TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 5.08

 

ROUTED TO

+ RCUFS23 .45 1 FLOW 129. 120. 107. 94. 85. 69. 52. 39.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 5.08

 

HYDROGRAPH AT

+ UFS23-1 .31 1 FLOW 103. 96. 87. 78. 71. 59. 46. 36.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFS23-1 .77 1 FLOW 232. 216. 194. 172. 156. 127. 98. 75.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCUFS23- .77 1 FLOW 230. 215. 192. 170. 154. 126. 97. 75.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ UFS24 .52 1 FLOW 174. 163. 148. 132. 121. 101. 80. 63.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFS24 1.28 1 FLOW 405. 378. 340. 302. 274. 226. 176. 138.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCUFS24 1.28 1 FLOW 399. 373. 337. 301. 273. 225. 175. 136.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ UFS25 .45 1 FLOW 143. 133. 120. 107. 97. 80. 63. 49.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CUFS25 1.73 1 FLOW 541. 505. 454. 405. 367. 303. 236. 185.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCUFS25 1.73 1 FLOW 537. 502. 453. 404. 366. 302. 233. 183.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ UFS26 .21 1 FLOW 60. 55. 49. 42. 38. 29. 21. 17.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 4.92 4.92

 

2 COMBINED AT

+ CUFS26 1.94 1 FLOW 580. 541. 487. 435. 393. 324. 250. 194.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCUFS26 1.94 1 FLOW 579. 541. 486. 433. 391. 321. 248. 194.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ UFS27 .38 1 FLOW 269. 259. 245. 231. 221. 201. 180. 162.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RUFS27 .38 1 FLOW 267. 257. 242. 230. 218. 199. 178. 160.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ UFS28 .49 1 FLOW 201. 190. 174. 159. 147. 126. 104. 86.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

4 COMBINED AT

+ CUFS28 90.54 1 FLOW 12417. 11808. 10943. 10075. 9439. 8234. 6975. 5954.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ UPFLDB 90.54 1 FLOW 273. 269. 263. 257. 253. 244. 234. 226.

TIME 6.83 6.83 6.83 6.83 6.75 6.75 6.75 6.75

 

** PEAK STAGES IN FEET **

1 STAGE 2469.29 2468.64 2467.73 2466.80 2466.11 2464.84 2463.48 2462.36

TIME 6.83 6.83 6.83 6.83 6.83 6.75 6.75 6.75

 

DIVERSION TO

+ *D-UFOUT 90.54 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ *DOUTUF 90.54 1 FLOW 273. 269. 263. 257. 253. 244. 234. 226.

TIME 6.83 6.83 6.83 6.83 6.75 6.75 6.75 6.75

 

DIVERSION TO

+ *REMOVED 90.54 1 FLOW 273. 269. 263. 257. 253. 244. 234. 226.

TIME 6.83 6.83 6.83 6.83 6.75 6.75 6.75 6.75

 

HYDROGRAPH AT

+ *NO_FLOW 90.54 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RUPFLDB 90.54 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ TD1 .44 1 FLOW 262. 251. 235. 219. 207. 185. 161. 141.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RTD1 .44 1 FLOW 258. 247. 232. 216. 205. 183. 160. 140.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TD2 .28 1 FLOW 166. 158. 148. 137. 129. 114. 98. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTD2 .72 1 FLOW 423. 405. 379. 352. 332. 295. 256. 222.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTD2 .72 1 FLOW 417. 398. 372. 346. 327. 291. 253. 221.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TD3 .29 1 FLOW 106. 99. 89. 80. 73. 61. 48. 38.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTD3S 1.01 1 FLOW 523. 497. 462. 426. 399. 350. 300. 259.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CTD3 91.56 1 FLOW 523. 497. 462. 426. 399. 350. 300. 259.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCTD3 91.56 1 FLOW 524. 498. 463. 426. 399. 352. 302. 260.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TD7 .30 1 FLOW 144. 137. 128. 119. 112. 99. 86. 74.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CTD7W 91.85 1 FLOW 664. 632. 587. 543. 511. 451. 388. 335.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TD4 .26 1 FLOW 184. 177. 168. 158. 150. 137. 121. 109.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RTD4 .26 1 FLOW 183. 177. 167. 157. 150. 136. 121. 108.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ TD5 .52 1 FLOW 328. 316. 298. 280. 267. 242. 215. 192.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD5 .78 1 FLOW 509. 491. 463. 435. 415. 375. 333. 298.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCTD5 .78 1 FLOW 508. 489. 463. 434. 414. 375. 333. 298.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TD6 .51 1 FLOW 274. 261. 244. 226. 213. 189. 163. 142.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD6 1.29 1 FLOW 781. 750. 707. 660. 627. 564. 496. 439.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTD6 1.29 1 FLOW 779. 748. 704. 657. 624. 562. 493. 437.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD7 93.15 1 FLOW 1443. 1379. 1291. 1199. 1131. 1007. 873. 765.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCTD7 93.15 1 FLOW 1430. 1369. 1281. 1191. 1128. 1006. 871. 764.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TD8 .29 1 FLOW 200. 193. 182. 172. 164. 149. 132. 119.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RTD8 .29 1 FLOW 199. 191. 180. 169. 162. 147. 130. 117.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ TD9 .50 1 FLOW 252. 240. 223. 206. 193. 170. 145. 124.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD9 .79 1 FLOW 449. 429. 401. 373. 352. 315. 274. 240.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTD9 .79 1 FLOW 448. 428. 401. 372. 352. 314. 273. 240.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TD10 .37 1 FLOW 179. 170. 157. 144. 135. 118. 99. 85.

TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD10 1.16 1 FLOW 626. 597. 557. 517. 487. 432. 373. 324.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTD10 1.16 1 FLOW 624. 595. 555. 514. 484. 430. 370. 321.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TD11 .29 1 FLOW 151. 144. 134. 123. 115. 101. 86. 73.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTD11S 1.46 1 FLOW 773. 737. 686. 635. 598. 529. 454. 394.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD11 94.60 1 FLOW 2181. 2080. 1944. 1805. 1706. 1519. 1314. 1149.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCTD11 94.60 1 FLOW 2118. 2023. 1888. 1749. 1646. 1456. 1261. 1100.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ TD13 .37 1 FLOW 167. 159. 148. 136. 128. 113. 96. 83.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

2 COMBINED AT

+ CTD13N 94.97 1 FLOW 2285. 2181. 2035. 1885. 1773. 1569. 1354. 1181.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ TD12 .43 1 FLOW 207. 197. 183. 169. 158. 139. 118. 102.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTD13 95.40 1 FLOW 2478. 2366. 2207. 2044. 1923. 1700. 1459. 1272.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCTD13 95.40 1 FLOW 2438. 2323. 2169. 2008. 1893. 1680. 1445. 1253.

TIME 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ B503A .92 1 FLOW 816. 776. 721. 665. 623. 547. 466. 399.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RB503A .92 1 FLOW 790. 752. 700. 639. 599. 528. 444. 379.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BD1 .38 1 FLOW 402. 385. 362. 338. 321. 288. 253. 223.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBD1 1.30 1 FLOW 1192. 1137. 1063. 978. 919. 816. 697. 602.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCBD1 1.30 1 FLOW 1151. 1099. 1026. 940. 884. 781. 665. 572.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BD2 .43 1 FLOW 426. 408. 383. 357. 338. 303. 265. 233.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBD2 1.73 1 FLOW 1577. 1507. 1409. 1297. 1222. 1084. 930. 805.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCBD2 1.73 1 FLOW 1494. 1438. 1334. 1235. 1172. 1047. 895. 779.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD3 .45 1 FLOW 388. 372. 350. 327. 309. 278. 243. 214.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CBD3 2.18 1 FLOW 1882. 1810. 1683. 1562. 1482. 1324. 1138. 993.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBD3 2.18 1 FLOW 1869. 1798. 1670. 1546. 1467. 1306. 1120. 977.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD4 .41 1 FLOW 329. 315. 296. 276. 261. 234. 205. 181.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RBD4 .41 1 FLOW 322. 308. 290. 271. 257. 230. 202. 178.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ BD5 .35 1 FLOW 323. 309. 291. 272. 257. 231. 203. 179.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CBD5 2.93 1 FLOW 2500. 2403. 2239. 2077. 1969. 1757. 1515. 1325.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBD5 2.93 1 FLOW 2463. 2359. 2200. 2033. 1911. 1694. 1460. 1276.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

HYDROGRAPH AT

+ BD6 .43 1 FLOW 378. 363. 341. 319. 302. 272. 239. 211.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CBD6 3.37 1 FLOW 2841. 2721. 2541. 2351. 2213. 1965. 1698. 1474.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBD6 3.37 1 FLOW 2829. 2704. 2520. 2327. 2185. 1958. 1705. 1497.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

HYDROGRAPH AT

+ B73A 2.70 1 FLOW 1379. 1310. 1214. 1117. 1045. 913. 773. 659.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RB73A 2.70 1 FLOW 1380. 1306. 1211. 1115. 1040. 909. 768. 654.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ BD7 .39 1 FLOW 356. 340. 317. 294. 277. 245. 212. 184.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBD7 3.09 1 FLOW 1522. 1442. 1338. 1234. 1152. 1009. 855. 730.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCBD7 3.09 1 FLOW 1520. 1440. 1336. 1232. 1150. 1007. 852. 727.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ B503D .15 1 FLOW 138. 132. 123. 113. 106. 93. 80. 69.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RB503D .15 1 FLOW 138. 132. 123. 114. 107. 95. 81. 69.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD8 .42 1 FLOW 360. 343. 320. 295. 277. 245. 209. 180.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BD9 .21 1 FLOW 163. 156. 145. 134. 126. 111. 95. 82.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

4 COMBINED AT

+ CBD9 3.87 1 FLOW 1862. 1766. 1635. 1501. 1403. 1223. 1034. 885.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.92 4.00

 

ROUTED TO

+ RCBD9 3.87 1 FLOW 1844. 1749. 1633. 1488. 1400. 1220. 1037. 879.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 4.00

 

HYDROGRAPH AT

+ BD10 .53 1 FLOW 336. 322. 301. 280. 264. 235. 204. 179.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CBD10 4.40 1 FLOW 2166. 2058. 1921. 1756. 1653. 1444. 1231. 1050.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 4.00

 

ROUTED TO

+ RCBD10 4.40 1 FLOW 2163. 2059. 1910. 1753. 1651. 1442. 1233. 1047.

TIME 3.83 3.83 3.83 3.92 3.83 3.83 3.83 4.00

 

HYDROGRAPH AT

+ B502 27.83 1 FLOW 10717. 10211. 9510. 8794. 8260. 7297. 6260. 5411.

TIME 4.83 4.83 4.83 4.83 4.83 4.92 4.92 4.92

 

ROUTED TO

+ RB502 27.83 1 FLOW 10704. 10198. 9501. 8790. 8259. 7294. 6256. 5406.

TIME 4.83 4.83 4.92 4.92 4.92 4.92 4.92 5.00

 

HYDROGRAPH AT

+ B503C .24 1 FLOW 193. 182. 169. 154. 144. 125. 105. 88.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CB503C 28.06 1 FLOW 10802. 10292. 9584. 8866. 8331. 7358. 6311. 5452.

TIME 4.83 4.83 4.92 4.92 4.92 4.92 4.92 4.92

 

ROUTED TO

+ RCB503C 28.06 1 FLOW 10799. 10290. 9583. 8863. 8326. 7350. 6299. 5446.

TIME 4.92 4.92 4.92 4.92 4.92 4.92 5.00 5.00

 

HYDROGRAPH AT

+ BD11 .38 1 FLOW 222. 210. 194. 178. 165. 143. 120. 101.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CBD11 28.44 1 FLOW 10924. 10409. 9694. 8966. 8423. 7436. 6376. 5513.

TIME 4.92 4.92 4.92 4.92 4.92 4.92 5.00 5.00

 

HYDROGRAPH AT

+ BD12 .50 1 FLOW 533. 511. 480. 449. 425. 382. 335. 296.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCBD12 .50 1 FLOW 526. 503. 480. 441. 417. 375. 325. 287.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ B71 6.19 1 FLOW 3230. 3079. 2868. 2652. 2492. 2199. 1885. 1627.

TIME 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25

 

ROUTED TO

+ RB71 6.19 1 FLOW 3208. 3057. 2848. 2634. 2475. 2184. 1872. 1616.

TIME 4.33 4.33 4.33 4.33 4.33 4.33 4.33 4.33

 

HYDROGRAPH AT

+ B501 8.06 1 FLOW 5170. 4926. 4588. 4242. 3985. 3515. 3010. 2597.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CB501 14.25 1 FLOW 7789. 7419. 6906. 6382. 5991. 5282. 4526. 3906.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

ROUTED TO

+ RCB501 14.25 1 FLOW 7367. 7019. 6536. 6043. 5675. 5006. 4286. 3696.

TIME 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58

 

HYDROGRAPH AT

+ B72 12.40 1 FLOW 4630. 4399. 4080. 3754. 3512. 3074. 2606. 2227.

TIME 4.50 4.50 4.50 4.50 4.50 4.50 4.58 4.58

 

2 COMBINED AT

+ CB72 26.65 1 FLOW 11975. 11400. 10601. 9787. 9179. 8076. 6892. 5924.

TIME 4.58 4.58 4.58 4.58 4.58 4.58 4.58 4.58

 

ROUTED TO

+ RCB72 26.65 1 FLOW 11962. 11384. 10582. 9764. 9155. 8049. 6863. 5903.

TIME 4.58 4.58 4.58 4.58 4.58 4.58 4.67 4.67

 

HYDROGRAPH AT

+ B503B .30 1 FLOW 326. 310. 288. 265. 248. 217. 184. 157.

TIME 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

 

2 COMBINED AT

+ CB503B 26.94 1 FLOW 12085. 11502. 10692. 9867. 9252. 8135. 6937. 5967.

TIME 4.58 4.58 4.58 4.58 4.58 4.58 4.67 4.67

 

ROUTED TO

+ RCB503B 26.94 1 FLOW 12064. 11480. 10670. 9845. 9230. 8123. 6936. 5965.

TIME 4.58 4.58 4.58 4.58 4.58 4.67 4.67 4.67

 

HYDROGRAPH AT

+ BD13 .52 1 FLOW 349. 331. 307. 283. 265. 232. 196. 168.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

4 COMBINED AT

+ CBD13 56.41 1 FLOW 22954. 21862. 20350. 18803. 17650. 15551. 13297. 11449.

TIME 4.75 4.75 4.75 4.75 4.75 4.75 4.75 4.75

 

ROUTED TO

+ RCBD13 56.41 1 FLOW 22696. 21611. 20105. 18569. 17424. 15356. 13140. 11327.

TIME 4.92 4.92 4.92 4.92 4.92 5.00 5.00 5.00

 

HYDROGRAPH AT

+ BD14 .52 1 FLOW 392. 374. 349. 323. 304. 269. 231. 200.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CBD14 56.93 1 FLOW 22899. 21805. 20288. 18740. 17586. 15500. 13266. 11439.

TIME 4.92 4.92 4.92 4.92 4.92 5.00 5.00 5.00

 

ROUTED TO

+ RCBD14 56.93 1 FLOW 22713. 21633. 20136. 18608. 17469. 15397. 13169. 11346.

TIME 5.08 5.08 5.08 5.08 5.08 5.08 5.08 5.08

 

HYDROGRAPH AT

+ BD15 .21 1 FLOW 160. 152. 141. 130. 122. 107. 90. 77.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RBD15 .21 1 FLOW 158. 153. 142. 130. 122. 106. 90. 76.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

HYDROGRAPH AT

+ BD16 .49 1 FLOW 350. 333. 311. 288. 271. 240. 206. 178.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

5 COMBINED AT

+ CBD16 65.40 1 FLOW 25771. 24578. 22896. 21183. 19910. 17587. 15084. 13029.

TIME 5.08 5.08 5.08 5.08 5.08 5.08 5.08 5.08

 

ROUTED TO

+ RCBD16 65.40 1 FLOW 25635. 24449. 22779. 21080. 19815. 17507. 15022. 12980.

TIME 5.17 5.17 5.17 5.17 5.17 5.17 5.17 5.17

 

HYDROGRAPH AT

+ BD17 .49 1 FLOW 515. 495. 466. 436. 414. 373. 329. 292.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RBD17 .49 1 FLOW 509. 487. 455. 426. 404. 367. 323. 285.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

HYDROGRAPH AT

+ BD18 .47 1 FLOW 424. 406. 382. 357. 338. 304. 267. 236.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBD18 .96 1 FLOW 933. 894. 837. 784. 743. 671. 590. 521.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RCBD18 .96 1 FLOW 902. 865. 812. 759. 722. 652. 572. 510.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ B504A .55 1 FLOW 376. 358. 332. 306. 287. 252. 214. 183.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RB504A .55 1 FLOW 373. 355. 330. 304. 285. 249. 212. 181.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD19 .48 1 FLOW 437. 419. 393. 367. 348. 312. 274. 241.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CBD19 1.99 1 FLOW 1692. 1620. 1517. 1415. 1340. 1201. 1047. 924.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBD19 1.99 1 FLOW 1606. 1537. 1441. 1343. 1271. 1139. 995. 876.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ B504B .34 1 FLOW 282. 268. 249. 230. 216. 190. 162. 139.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RB504B .34 1 FLOW 265. 253. 234. 217. 202. 178. 154. 132.

TIME 3.58 3.58 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD20 .29 1 FLOW 254. 243. 227. 211. 199. 177. 153. 133.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

4 COMBINED AT

+ CBD20 68.01 1 FLOW 26562. 25322. 23583. 21811. 20490. 18086. 15528. 13433.

TIME 5.08 5.08 5.08 5.08 5.08 5.08 5.17 5.17

 

ROUTED TO

+ RCBD20 68.01 1 FLOW 26506. 25263. 23523. 21750. 20446. 18077. 15520. 13421.

TIME 5.08 5.08 5.08 5.08 5.17 5.17 5.17 5.17

 

HYDROGRAPH AT

+ B504C .28 1 FLOW 214. 203. 189. 174. 163. 143. 121. 103.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

ROUTED TO

+ RB504C .28 1 FLOW 214. 203. 188. 173. 162. 142. 120. 101.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD21 .44 1 FLOW 326. 310. 288. 266. 250. 220. 188. 161.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RBD21 .44 1 FLOW 323. 306. 285. 263. 248. 217. 185. 159.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD22 .28 1 FLOW 243. 233. 218. 204. 193. 172. 150. 132.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CBD22 .72 1 FLOW 556. 530. 495. 459. 433. 383. 331. 287.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCBD22 .72 1 FLOW 550. 525. 490. 456. 427. 378. 327. 281.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ BD23 .55 1 FLOW 435. 414. 385. 356. 334. 294. 251. 216.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

4 COMBINED AT

+ CBD23 69.56 1 FLOW 26995. 25732. 23966. 22165. 20822. 18379. 15764. 13638.

TIME 5.08 5.08 5.08 5.08 5.08 5.08 5.17 5.17

 

ROUTED TO

+ BDDB 69.56 1 FLOW 26433. 25004. 22719. 20219. 18106. 14637. 11279. 7731.

TIME 5.25 5.25 5.33 5.42 5.50 5.75 6.17 6.58

 

** PEAK STAGES IN FEET **

1 STAGE 2967.19 2967.10 2966.97 2966.83 2966.70 2966.50 2966.31 2966.10

TIME 5.25 5.25 5.33 5.42 5.50 5.75 6.17 6.58

 

DIVERSION TO

+ *D-BDOUT 69.56 1 FLOW 26223. 24794. 22509. 20009. 17896. 14427. 11069. 7521.

TIME 5.25 5.25 5.33 5.42 5.50 5.75 6.17 6.58

 

HYDROGRAPH AT

+ *DOUTBD 69.56 1 FLOW 210. 210. 210. 210. 210. 210. 210. 210.

TIME 4.75 4.75 4.92 5.00 5.08 5.33 5.58 5.92

 

DIVERSION TO

+ *REMOVED 69.56 1 FLOW 210. 210. 210. 210. 210. 210. 210. 210.

TIME 4.75 4.75 4.92 5.00 5.08 5.33 5.58 5.92

 

HYDROGRAPH AT

+ *NO_FLOW 69.56 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RBDDB 69.56 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ TBD1 .43 1 FLOW 310. 296. 276. 255. 240. 212. 182. 157.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CTBD1 69.98 1 FLOW 310. 296. 276. 255. 240. 212. 182. 157.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RCTBD1 69.98 1 FLOW 283. 270. 252. 233. 219. 193. 165. 143.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD2 .40 1 FLOW 212. 201. 185. 169. 158. 136. 114. 95.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD2 70.39 1 FLOW 485. 461. 427. 393. 367. 322. 273. 233.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD2 70.39 1 FLOW 483. 458. 425. 392. 367. 321. 273. 233.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD3 .39 1 FLOW 218. 207. 192. 177. 165. 145. 122. 104.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD3 70.78 1 FLOW 698. 663. 615. 565. 528. 461. 391. 334.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD3 70.78 1 FLOW 693. 658. 611. 563. 526. 461. 391. 334.

TIME 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD4 .56 1 FLOW 297. 281. 260. 238. 222. 193. 162. 136.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD4 71.33 1 FLOW 990. 939. 869. 798. 745. 649. 546. 463.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTBD4 71.33 1 FLOW 986. 935. 866. 794. 741. 646. 543. 463.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ TBD5 .49 1 FLOW 279. 267. 249. 232. 218. 194. 168. 146.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD5 71.82 1 FLOW 1261. 1198. 1111. 1021. 955. 836. 711. 609.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD5 71.82 1 FLOW 1253. 1191. 1104. 1017. 953. 836. 710. 608.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD6 .37 1 FLOW 253. 243. 229. 214. 203. 183. 161. 143.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD6 72.20 1 FLOW 1506. 1433. 1332. 1228. 1151. 1012. 864. 745.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCTBD6 72.20 1 FLOW 1499. 1426. 1326. 1227. 1150. 1011. 862. 738.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD7 .27 1 FLOW 123. 116. 107. 97. 90. 78. 65. 54.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RTBD7 .27 1 FLOW 123. 116. 107. 97. 91. 78. 65. 54.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD8 .51 1 FLOW 310. 297. 278. 259. 245. 219. 191. 167.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CTBD8 .78 1 FLOW 430. 410. 383. 355. 334. 296. 255. 221.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD8 .78 1 FLOW 430. 410. 383. 354. 334. 296. 254. 220.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD9 .51 1 FLOW 300. 287. 269. 250. 236. 211. 183. 161.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CTBD9 1.29 1 FLOW 727. 695. 650. 603. 569. 506. 437. 381.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD9 1.29 1 FLOW 725. 693. 648. 601. 567. 504. 434. 378.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD10 .39 1 FLOW 274. 264. 250. 236. 225. 206. 184. 166.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD10 1.68 1 FLOW 989. 948. 890. 829. 785. 703. 613. 539.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD10 1.68 1 FLOW 987. 946. 887. 826. 783. 700. 611. 537.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD11 .38 1 FLOW 252. 243. 229. 216. 205. 186. 166. 148.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD11S 2.06 1 FLOW 1236. 1185. 1113. 1039. 985. 884. 774. 683.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD11 74.25 1 FLOW 2734. 2611. 2439. 2266. 2135. 1895. 1636. 1422.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD11 74.25 1 FLOW 2720. 2599. 2425. 2252. 2120. 1874. 1618. 1405.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ TBD12 .51 1 FLOW 135. 126. 112. 99. 89. 73. 56. 42.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCTBD12 .51 1 FLOW 135. 125. 112. 99. 89. 72. 55. 42.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ TBD13 .50 1 FLOW 225. 213. 197. 180. 168. 146. 122. 103.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD13 1.01 1 FLOW 356. 335. 305. 276. 254. 215. 175. 143.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCTBD13 1.01 1 FLOW 353. 332. 303. 274. 253. 214. 174. 142.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TBD14 .38 1 FLOW 266. 257. 243. 229. 219. 199. 178. 161.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD14 1.38 1 FLOW 606. 575. 533. 490. 458. 401. 340. 291.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD14 1.38 1 FLOW 604. 573. 531. 488. 457. 399. 338. 289.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD15 .39 1 FLOW 274. 264. 250. 235. 224. 204. 182. 163.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD15S 1.77 1 FLOW 863. 823. 767. 711. 669. 592. 510. 444.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD15 76.03 1 FLOW 3583. 3421. 3192. 2962. 2789. 2466. 2128. 1842.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD15 76.03 1 FLOW 3540. 3376. 3153. 2925. 2766. 2445. 2121. 1841.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TBD17 .50 1 FLOW 141. 131. 117. 104. 94. 77. 59. 45.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCTBD17 .50 1 FLOW 139. 130. 116. 103. 94. 77. 59. 45.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ TBD18 .35 1 FLOW 188. 179. 166. 153. 143. 126. 107. 92.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD18 .85 1 FLOW 319. 301. 275. 249. 230. 196. 160. 132.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCTBD18 .85 1 FLOW 318. 300. 274. 248. 230. 195. 159. 131.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD19 .38 1 FLOW 250. 240. 227. 213. 202. 183. 162. 144.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTBD19S 1.23 1 FLOW 559. 531. 492. 453. 424. 371. 315. 270.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD19 77.26 1 FLOW 4087. 3894. 3622. 3356. 3169. 2798. 2422. 2099.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCTBD19 77.26 1 FLOW 4069. 3877. 3615. 3349. 3158. 2788. 2406. 2083.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TBD20B .37 1 FLOW 219. 210. 197. 184. 175. 157. 138. 122.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTBD20B 77.62 1 FLOW 4278. 4077. 3804. 3525. 3326. 2939. 2539. 2200.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCTBD20B 77.62 1 FLOW 4271. 4070. 3795. 3518. 3315. 2928. 2524. 2184.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ TD14 .31 1 FLOW 183. 175. 163. 151. 142. 126. 109. 94.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTD14 77.93 1 FLOW 4422. 4215. 3931. 3644. 3433. 3033. 2616. 2264.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RTD14 77.93 1 FLOW 4410. 4203. 3919. 3630. 3415. 3016. 2592. 2240.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ TD15 .25 1 FLOW 158. 152. 142. 133. 126. 113. 98. 87.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTD15 78.18 1 FLOW 4549. 4335. 4043. 3747. 3525. 3115. 2679. 2315.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCTD15 78.18 1 FLOW 4533. 4320. 4025. 3728. 3505. 3094. 2656. 2310.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ TD16 .44 1 FLOW 256. 244. 228. 211. 199. 177. 152. 132.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CTD16 174.02 1 FLOW 7088. 6750. 6291. 5831. 5491. 4859. 4184. 3621.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ *REMOVED 174.02 1 FLOW 7088. 6750. 6291. 5831. 5491. 4859. 4184. 3621.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ *NO_FLOW 174.02 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ INFLOW 174.91 1 FLOW 6697. 6697. 6697. 6697. 6697. 6697. 6697. 6697.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ TRDB 174.91 1 FLOW 495. 495. 495. 495. 495. 495. 495. 495.

TIME 7.83 7.83 7.83 7.83 7.83 7.83 7.83 7.83

 

** PEAK STAGES IN FEET **

1 STAGE 2289.32 2289.32 2289.32 2289.32 2289.32 2289.32 2289.32 2289.32

TIME 7.92 7.92 7.92 7.92 7.92 7.92 7.92 7.92

 

DIVERSION TO

+ *REMOVED 174.91 1 FLOW 495. 495. 495. 495. 495. 495. 495. 495.

TIME 7.83 7.83 7.83 7.83 7.83 7.83 7.83 7.83

 

HYDROGRAPH AT

+ *NO_FLOW 174.91 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RTRDB 174.91 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ TW1 .41 1 FLOW 273. 262. 247. 232. 220. 198. 175. 155.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTW1 175.32 1 FLOW 273. 262. 247. 232. 220. 198. 175. 155.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RTW1 175.32 1 FLOW 269. 258. 243. 228. 216. 194. 171. 154.

TIME 3.75 3.75 3.83 3.75 3.83 3.75 3.83 3.83

 

HYDROGRAPH AT

+ TW2 .45 1 FLOW 285. 273. 256. 239. 226. 203. 177. 156.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTW2 175.78 1 FLOW 554. 531. 498. 467. 441. 397. 347. 307.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTW2 175.78 1 FLOW 549. 525. 493. 461. 436. 392. 342. 304.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ TW3 .30 1 FLOW 198. 189. 178. 167. 158. 142. 125. 110.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTW3 176.08 1 FLOW 746. 715. 671. 628. 594. 534. 467. 412.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTW3 176.08 1 FLOW 739. 708. 664. 621. 587. 527. 462. 409.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ TW4 .41 1 FLOW 191. 181. 167. 154. 144. 125. 105. 89.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RTW4 .41 1 FLOW 192. 182. 168. 154. 144. 125. 106. 90.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ TW5 .29 1 FLOW 163. 155. 145. 134. 125. 110. 94. 81.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTW5 .70 1 FLOW 323. 306. 283. 260. 242. 211. 178. 151.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RCTW5 .70 1 FLOW 321. 305. 283. 260. 243. 212. 178. 150.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ TW7 .37 1 FLOW 229. 220. 206. 192. 182. 163. 143. 126.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CTW7 1.07 1 FLOW 517. 491. 455. 419. 392. 343. 291. 249.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ TW6 .43 1 FLOW 274. 263. 247. 231. 220. 198. 174. 154.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RTW6 .43 1 FLOW 271. 259. 244. 228. 217. 195. 172. 152.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CTW6 1.50 1 FLOW 772. 735. 685. 634. 597. 528. 453. 392.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ TNDB 1.50 1 FLOW 509. 493. 470. 449. 432. 396. 358. 332.

TIME 4.33 4.33 4.25 4.25 4.25 4.25 4.25 4.17

 

** PEAK STAGES IN FEET **

1 STAGE 2212.62 2212.24 2211.72 2211.23 2210.87 2210.20 2209.50 2209.01

TIME 4.33 4.33 4.25 4.25 4.25 4.25 4.25 4.17

 

DIVERSION TO

+ *REMOVED 1.50 1 FLOW 509. 493. 470. 449. 432. 396. 358. 332.

TIME 4.33 4.33 4.25 4.25 4.25 4.25 4.25 4.17

 

HYDROGRAPH AT

+ *NO_FLOW 1.50 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RTNDB 1.50 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ TW8 .28 1 FLOW 213. 204. 193. 180. 171. 154. 136. 121.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CTW8W 1.78 1 FLOW 213. 204. 193. 180. 171. 154. 136. 121.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CTW8 177.86 1 FLOW 926. 888. 834. 779. 737. 663. 580. 512.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTW8 177.86 1 FLOW 919. 880. 826. 772. 730. 655. 573. 505.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ TW9 .23 1 FLOW 175. 168. 158. 148. 140. 126. 111. 98.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CTW9 178.10 1 FLOW 1075. 1030. 967. 904. 856. 768. 672. 593.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCTW9 178.10 1 FLOW 1076. 1032. 969. 907. 858. 771. 674. 594.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ TBD20A .38 1 FLOW 124. 116. 105. 94. 86. 72. 57. 45.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RTBD20A .38 1 FLOW 124. 116. 106. 95. 87. 72. 57. 46.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ MC2 .20 1 FLOW 125. 119. 112. 104. 99. 88. 77. 68.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CMC2 .58 1 FLOW 233. 221. 203. 185. 171. 147. 122. 101.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCMC2 .58 1 FLOW 234. 221. 203. 185. 171. 147. 121. 101.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ MC4 .28 1 FLOW 49. 45. 39. 33. 29. 24. 19. 15.

TIME 3.92 3.92 3.92 3.92 5.08 5.08 5.08 5.08

 

2 COMBINED AT

+ CMC4 .86 1 FLOW 282. 265. 241. 218. 200. 168. 136. 111.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCMC4 .86 1 FLOW 281. 264. 240. 215. 199. 168. 135. 110.

TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ MC3 .19 1 FLOW 115. 110. 102. 95. 89. 78. 67. 58.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RMC3 .19 1 FLOW 113. 107. 100. 93. 87. 77. 66. 57.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ MC5 .18 1 FLOW 38. 34. 30. 25. 22. 18. 14. 11.

TIME 3.75 3.75 3.75 3.75 3.75 5.00 5.00 5.00

 

3 COMBINED AT

+ CMC5 1.23 1 FLOW 394. 369. 335. 301. 277. 233. 188. 152.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCMC5 1.23 1 FLOW 392. 367. 333. 300. 276. 233. 187. 152.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ MC6B .19 1 FLOW 143. 137. 128. 120. 114. 102. 89. 79.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CMC6B 1.42 1 FLOW 470. 442. 403. 364. 336. 284. 231. 189.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCMC6B 1.42 1 FLOW 470. 440. 402. 362. 334. 283. 230. 189.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ MC7A .19 1 FLOW 127. 121. 114. 106. 100. 90. 78. 69.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CMC7AS 1.60 1 FLOW 568. 536. 489. 442. 408. 348. 286. 241.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.75

 

HYDROGRAPH AT

+ MC6A .34 1 FLOW 227. 218. 205. 192. 182. 165. 145. 129.

TIME 3.67 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CMC7A 1.94 1 FLOW 790. 746. 688. 631. 586. 509. 430. 370.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCMC7A 1.94 1 FLOW 781. 740. 681. 623. 580. 504. 424. 364.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.75

 

HYDROGRAPH AT

+ MC7B .27 1 FLOW 171. 164. 152. 141. 133. 117. 101. 87.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CMC7B 2.21 1 FLOW 941. 891. 823. 755. 704. 613. 520. 448.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCMC7 2.21 1 FLOW 942. 892. 823. 754. 702. 610. 518. 447.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ MC8 .51 1 FLOW 155. 145. 131. 117. 107. 89. 70. 56.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

2 COMBINED AT

+ CMC8 2.72 1 FLOW 1094. 1033. 950. 868. 806. 699. 589. 503.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCMC8 2.72 1 FLOW 1100. 1040. 956. 873. 810. 702. 592. 507.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ MC9 .52 1 FLOW 251. 240. 225. 209. 197. 176. 153. 134.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CMC9 3.24 1 FLOW 1349. 1277. 1178. 1079. 1005. 878. 745. 640.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RCMC9 3.24 1 FLOW 1334. 1265. 1171. 1075. 1004. 875. 742. 633.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ MC10 .52 1 FLOW 249. 237. 222. 206. 194. 173. 149. 130.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RMC10 .52 1 FLOW 248. 237. 222. 206. 194. 172. 149. 130.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ MC11 .56 1 FLOW 266. 253. 236. 219. 206. 182. 156. 135.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

3 COMBINED AT

+ CMC11 4.32 1 FLOW 1846. 1754. 1627. 1499. 1403. 1229. 1047. 898.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

DIVERSION TO

+ DTRSW 4.32 1 FLOW 1046. 954. 827. 699. 603. 429. 247. 98.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ DTRMC 4.32 1 FLOW 800. 800. 800. 800. 800. 800. 800. 800.

TIME 3.58 3.58 3.67 3.67 3.67 3.75 3.83 3.92

 

ROUTED TO

+ RDTRMC 4.32 1 FLOW 803. 804. 800. 801. 804. 803. 802. 800.

TIME 3.67 3.67 5.00 5.08 3.75 3.83 3.92 4.00

 

HYDROGRAPH AT

+ TW10 .50 1 FLOW 271. 259. 242. 225. 212. 189. 163. 142.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTW10S 4.82 1 FLOW 1070. 1058. 1040. 1023. 1011. 991. 961. 930.

TIME 3.83 3.83 3.83 3.83 3.75 3.83 3.92 4.00

 

2 COMBINED AT

+ CTW10 182.92 1 FLOW 2146. 2090. 2010. 1930. 1869. 1762. 1617. 1497.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCTW10 182.92 1 FLOW 2137. 2080. 2000. 1920. 1859. 1738. 1614. 1480.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 4.00

 

HYDROGRAPH AT

+ DTRSW .00 1 FLOW 1046. 954. 827. 699. 603. 429. 247. 98.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ TRMCDB .00 1 FLOW 157. 145. 132. 118. 96. 46. 11. 3.

TIME 5.42 5.42 4.58 4.50 4.50 4.42 4.42 4.25

 

** PEAK STAGES IN FEET **

1 STAGE 2155.75 2154.89 2154.03 2153.23 2152.69 2151.75 2150.82 2150.21

TIME 5.42 5.42 4.58 4.50 4.50 4.42 4.42 4.25

 

DIVERSION TO

+ *REMOVED .00 1 FLOW 157. 145. 132. 118. 96. 46. 11. 3.

TIME 5.42 5.42 4.58 4.50 4.50 4.42 4.42 4.25

 

HYDROGRAPH AT

+ *NO_FLOW .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RTRMCDB .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

2 COMBINED AT

+ CTW10-1 182.92 1 FLOW 2137. 2080. 2000. 1920. 1859. 1738. 1614. 1480.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 4.00

 

ROUTED TO

+ RCTW10-1 182.92 1 FLOW 2121. 2062. 1982. 1901. 1843. 1734. 1598. 1477.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ TW11 .43 1 FLOW 229. 218. 204. 189. 178. 158. 136. 118.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CTW11 183.34 1 FLOW 2350. 2281. 2186. 2088. 2014. 1886. 1729. 1584.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCTW11 183.34 1 FLOW 2343. 2274. 2179. 2083. 2014. 1884. 1722. 1581.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ LF1 .37 1 FLOW 144. 135. 122. 109. 100. 83. 66. 52.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RLF1 .37 1 FLOW 143. 133. 121. 108. 98. 82. 65. 52.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF2 .31 1 FLOW 201. 192. 179. 166. 156. 139. 119. 103.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RLF2 .31 1 FLOW 203. 194. 181. 168. 158. 140. 121. 104.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF3 .26 1 FLOW 153. 145. 134. 123. 114. 99. 83. 70.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CLF3 .94 1 FLOW 483. 456. 420. 384. 356. 307. 256. 215.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCLF3 .94 1 FLOW 473. 448. 414. 378. 352. 305. 255. 215.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF4 .44 1 FLOW 176. 165. 150. 135. 124. 104. 83. 67.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CLF4 1.38 1 FLOW 649. 612. 561. 509. 471. 406. 336. 280.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RCLF4 1.38 1 FLOW 643. 608. 558. 508. 471. 404. 334. 278.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF5 .49 1 FLOW 306. 294. 276. 259. 245. 220. 194. 171.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RLF5 .49 1 FLOW 306. 290. 277. 259. 245. 221. 194. 171.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ LF6 .38 1 FLOW 134. 125. 113. 101. 92. 77. 60. 48.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CLF6N .87 1 FLOW 429. 405. 381. 353. 331. 293. 251. 218.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CLF6 2.25 1 FLOW 1071. 1012. 938. 859. 799. 694. 581. 490.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF7 .37 1 FLOW 132. 124. 112. 100. 92. 76. 60. 48.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CLF7 2.62 1 FLOW 1200. 1133. 1048. 957. 890. 769. 641. 538.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ LAKEDB 2.62 1 FLOW 83. 82. 81. 80. 79. 78. 76. 74.

TIME 6.25 6.25 6.17 6.17 6.17 6.08 6.00 5.92

 

** PEAK STAGES IN FEET **

1 STAGE 2593.63 2593.11 2592.40 2591.68 2591.12 2590.07 2588.83 2587.82

TIME 6.25 6.25 6.17 6.17 6.17 6.08 6.00 5.92

 

DIVERSION TO

+ *REMOVED 2.62 1 FLOW 83. 82. 81. 80. 79. 78. 76. 74.

TIME 6.25 6.25 6.17 6.17 6.17 6.08 6.00 5.92

 

HYDROGRAPH AT

+ *NO_FLOW 2.62 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RLAKEDB 2.62 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ LF10 .22 1 FLOW 24. 22. 19. 17. 15. 11. 8. 5.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

 

2 COMBINED AT

+ CLF10W 2.84 1 FLOW 24. 22. 19. 17. 15. 11. 8. 5.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

 

HYDROGRAPH AT

+ LF8 .51 1 FLOW 289. 275. 256. 237. 223. 196. 168. 145.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RLF8 .51 1 FLOW 287. 273. 254. 234. 220. 194. 165. 142.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

HYDROGRAPH AT

+ LF9 .43 1 FLOW 124. 115. 102. 90. 81. 65. 49. 37.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 5.00

 

2 COMBINED AT

+ CLF9 .94 1 FLOW 411. 388. 357. 324. 301. 259. 214. 179.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RCLF9 .94 1 FLOW 406. 382. 352. 320. 297. 257. 214. 179.

TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CLF10 3.78 1 FLOW 424. 398. 364. 329. 304. 260. 215. 179.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCLF10 3.78 1 FLOW 422. 397. 363. 328. 303. 259. 213. 176.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ LF11 .51 1 FLOW 42. 38. 32. 27. 23. 17. 10. 6.

TIME 5.08 5.08 5.08 5.08 5.08 5.08 5.17 5.17

 

2 COMBINED AT

+ CLF11 4.29 1 FLOW 445. 416. 376. 337. 309. 260. 213. 176.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCLF11 4.29 1 FLOW 441. 412. 372. 333. 305. 258. 211. 176.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ LF12 .26 1 FLOW 31. 29. 25. 22. 20. 16. 11. 8.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.08

 

2 COMBINED AT

+ CLF12 4.55 1 FLOW 470. 437. 393. 349. 318. 266. 216. 177.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCLF12 4.55 1 FLOW 466. 435. 390. 346. 316. 262. 212. 177.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ LF13 .52 1 FLOW 145. 135. 121. 107. 96. 79. 61. 47.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CLF13 5.07 1 FLOW 609. 568. 510. 452. 412. 341. 271. 223.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCLF13 5.07 1 FLOW 606. 564. 506. 448. 408. 338. 271. 222.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LF14 .26 1 FLOW 70. 64. 57. 50. 45. 36. 27. 21.

TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 5.00

 

2 COMBINED AT

+ CLF14 5.32 1 FLOW 671. 625. 560. 496. 451. 371. 296. 241.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RCLF14 5.32 1 FLOW 664. 617. 553. 491. 447. 370. 294. 238.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LF15 .27 1 FLOW 134. 127. 117. 107. 100. 87. 73. 62.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CLF15 5.59 1 FLOW 781. 727. 655. 582. 530. 440. 353. 288.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RCLF15 5.59 1 FLOW 777. 720. 651. 578. 527. 440. 352. 288.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ LF16 .52 1 FLOW 84. 76. 66. 56. 51. 42. 33. 25.

TIME 3.92 3.92 3.92 5.08 5.08 5.08 5.08 5.08

 

2 COMBINED AT

+ CLF16 6.11 1 FLOW 860. 796. 716. 633. 575. 476. 376. 304.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCLF16 6.11 1 FLOW 852. 786. 707. 626. 575. 477. 376. 304.

TIME 4.00 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ LF17 .27 1 FLOW 32. 29. 26. 22. 20. 15. 11. 7.

TIME 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

 

2 COMBINED AT

+ CLF17 6.38 1 FLOW 875. 805. 723. 639. 586. 484. 380. 306.

TIME 4.00 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCLF17 6.38 1 FLOW 876. 806. 724. 639. 586. 483. 380. 305.

TIME 4.08 4.17 4.17 4.17 4.17 4.25 4.25 4.33

 

HYDROGRAPH AT

+ LF19 .31 1 FLOW 88. 82. 73. 65. 59. 48. 37. 28.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

2 COMBINED AT

+ CLF19S 6.68 1 FLOW 947. 864. 777. 686. 629. 517. 405. 323.

TIME 4.08 4.17 4.17 4.17 4.17 4.17 4.25 4.33

 

HYDROGRAPH AT

+ LF18 .49 1 FLOW 110. 101. 90. 78. 70. 55. 42. 34.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 5.08 5.08

 

ROUTED TO

+ RLF18 .49 1 FLOW 109. 100. 89. 77. 69. 55. 41. 33.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 5.17 5.17

 

2 COMBINED AT

+ CLF19 7.18 1 FLOW 1052. 961. 857. 757. 693. 568. 441. 348.

TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.25 4.33

 

ROUTED TO

+ RCLF19 7.18 1 FLOW 1038. 955. 856. 753. 687. 564. 437. 348.

TIME 4.08 4.17 4.17 4.17 4.17 4.25 4.25 4.33

 

ROUTED TO

+ RCLF19 7.18 1 FLOW 1036. 946. 850. 746. 681. 556. 435. 355.

TIME 4.17 4.17 4.25 4.25 4.25 4.25 4.33 4.33

 

HYDROGRAPH AT

+ LF20 .50 1 FLOW 131. 121. 109. 96. 87. 70. 53. 41.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 5.08

 

2 COMBINED AT

+ CLF20 7.68 1 FLOW 1142. 1046. 936. 817. 746. 609. 475. 385.

TIME 4.17 4.17 4.17 4.25 4.25 4.25 4.25 4.33

 

ROUTED TO

+ RCLF20 7.68 1 FLOW 1142. 1047. 938. 817. 744. 611. 483. 392.

TIME 4.25 4.25 4.25 4.25 4.33 4.33 4.42 4.42

 

HYDROGRAPH AT

+ LF20A .18 1 FLOW 108. 103. 95. 88. 82. 72. 60. 51.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CLF20A 7.86 1 FLOW 1175. 1078. 967. 844. 766. 630. 498. 405.

TIME 4.25 4.25 4.25 4.25 4.33 4.33 4.33 4.42

 

HYDROGRAPH AT

+ LF21 .53 1 FLOW 225. 215. 200. 185. 174. 154. 132. 114.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RLF21 .53 1 FLOW 225. 215. 200. 185. 174. 154. 132. 114.

TIME 4.25 4.25 4.25 4.25 4.25 4.25 4.25 4.33

 

HYDROGRAPH AT

+ LF22 .46 1 FLOW 206. 196. 183. 169. 159. 141. 121. 105.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CLF22 .99 1 FLOW 417. 398. 370. 343. 322. 284. 243. 210.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ LF23 .38 1 FLOW 200. 190. 176. 161. 151. 131. 111. 94.

TIME 3.67 3.67 3.67 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RLF23 .38 1 FLOW 200. 190. 176. 162. 151. 131. 110. 93.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ LF24 .38 1 FLOW 103. 95. 85. 74. 66. 52. 38. 31.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 5.00

 

2 COMBINED AT

+ CLF24 .76 1 FLOW 303. 285. 260. 236. 217. 183. 149. 121.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCLF24 .76 1 FLOW 301. 283. 258. 234. 215. 181. 147. 119.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ LF25 .27 1 FLOW 122. 115. 106. 97. 90. 78. 64. 54.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CLF25 1.03 1 FLOW 423. 398. 364. 330. 304. 259. 211. 173.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ DIDB 1.03 1 FLOW 26. 26. 25. 24. 23. 22. 21. 19.

TIME 6.17 6.17 6.17 6.08 6.08 6.08 6.00 5.92

 

** PEAK STAGES IN FEET **

1 STAGE 70.00 69.62 69.11 68.59 68.21 67.53 66.81 66.24

TIME 6.17 6.17 6.17 6.17 6.08 6.08 6.00 5.92

 

DIVERSION TO

+ *REMOVED 1.03 1 FLOW 26. 26. 25. 24. 23. 22. 21. 19.

TIME 6.17 6.17 6.17 6.08 6.08 6.08 6.00 5.92

 

HYDROGRAPH AT

+ *NO_FLOW 1.03 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RDIDB 1.03 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ LF26 .25 1 FLOW 94. 88. 79. 71. 64. 53. 42. 33.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75

 

ROUTED TO

+ RLF26 .25 1 FLOW 94. 88. 80. 72. 65. 54. 43. 33.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF27 .26 1 FLOW 127. 120. 110. 101. 94. 81. 67. 57.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.75 3.75

 

3 COMBINED AT

+ CLF27 1.54 1 FLOW 218. 205. 187. 169. 156. 132. 106. 86.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCLF27 1.54 1 FLOW 214. 200. 183. 166. 152. 129. 104. 84.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ LF28 .51 1 FLOW 149. 139. 125. 111. 100. 82. 64. 50.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

2 COMBINED AT

+ CLF28 2.06 1 FLOW 364. 339. 308. 277. 253. 211. 167. 133.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCLF28 2.06 1 FLOW 357. 335. 304. 273. 250. 211. 168. 133.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ LF29 .28 1 FLOW 88. 83. 75. 67. 61. 50. 40. 32.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CLF29 2.34 1 FLOW 444. 417. 378. 339. 311. 261. 208. 165.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCLF29 2.34 1 FLOW 443. 415. 377. 337. 309. 259. 205. 164.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ LF30 .54 1 FLOW 120. 111. 98. 86. 77. 61. 46. 37.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 5.08 5.17

 

ROUTED TO

+ RLF30 .54 1 FLOW 121. 112. 99. 86. 77. 61. 45. 37.

TIME 4.25 4.25 4.25 4.33 4.33 4.33 5.50 5.58

 

HYDROGRAPH AT

+ LF31 .35 1 FLOW 77. 71. 62. 54. 48. 38. 29. 24.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 5.08 5.08

 

3 COMBINED AT

+ CLF31 3.24 1 FLOW 586. 545. 487. 430. 388. 316. 238. 184.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.17 4.00

 

ROUTED TO

+ RCLF31 3.24 1 FLOW 580. 540. 484. 427. 388. 310. 233. 184.

TIME 4.00 4.08 4.08 4.08 4.08 4.17 4.08 4.08

 

HYDROGRAPH AT

+ LF32 .23 1 FLOW 130. 124. 116. 107. 101. 89. 76. 66.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CLF32 3.47 1 FLOW 681. 635. 569. 504. 456. 370. 291. 235.

TIME 4.00 4.00 4.00 4.00 4.08 4.00 4.00 4.00

 

ROUTED TO

+ RCLF32 3.47 1 FLOW 680. 634. 568. 502. 456. 369. 290. 234.

TIME 4.00 4.00 4.00 4.00 4.08 4.00 4.00 4.00

 

HYDROGRAPH AT

+ LF33 .24 1 FLOW 101. 95. 87. 79. 73. 62. 50. 41.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

4 COMBINED AT

+ CLF33 12.56 1 FLOW 2281. 2113. 1891. 1674. 1530. 1256. 1007. 805.

TIME 4.17 4.17 4.17 4.17 4.25 4.25 4.33 4.42

 

ROUTED TO

+ LWFLDB 12.56 1 FLOW 856. 836. 806. 767. 733. 668. 596. 523.

TIME 5.92 5.92 5.83 5.83 5.83 5.83 5.75 5.75

 

** PEAK STAGES IN FEET **

1 STAGE 2250.64 2250.02 2249.08 2247.96 2247.00 2245.31 2243.61 2242.39

TIME 5.92 5.92 5.83 5.83 5.83 5.83 5.75 5.75

 

DIVERSION TO

+ *REMOVED 12.56 1 FLOW 856. 836. 806. 767. 733. 668. 596. 523.

TIME 5.92 5.92 5.83 5.83 5.83 5.83 5.75 5.75

 

HYDROGRAPH AT

+ *NO_FLOW 12.56 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RLFDB 12.56 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ FW2 .36 1 FLOW 204. 195. 183. 170. 161. 144. 125. 110.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW2 12.91 1 FLOW 204. 195. 183. 170. 161. 144. 125. 110.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ FW1 .29 1 FLOW 169. 162. 152. 141. 134. 120. 105. 92.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RFW1 .29 1 FLOW 170. 162. 152. 142. 134. 120. 105. 92.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW1 13.20 1 FLOW 369. 353. 331. 308. 291. 260. 226. 199.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCFW1 13.20 1 FLOW 366. 350. 328. 308. 291. 259. 227. 199.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW11 .33 1 FLOW 201. 192. 180. 168. 159. 142. 124. 108.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW11S 13.54 1 FLOW 552. 526. 494. 462. 436. 388. 341. 299.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW3 .37 1 FLOW 213. 204. 191. 177. 168. 150. 130. 114.

TIME 3.75 3.75 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RFW3 .37 1 FLOW 213. 204. 191. 178. 168. 149. 131. 114.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ FW4 .31 1 FLOW 195. 186. 174. 161. 152. 135. 116. 101.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW4 .68 1 FLOW 395. 377. 353. 327. 309. 275. 238. 207.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ FW01 .32 1 FLOW 85. 79. 70. 61. 54. 43. 32. 26.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 5.00

 

ROUTED TO

+ RFW1 .32 1 FLOW 86. 80. 71. 62. 54. 43. 32. 25.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 5.25

 

HYDROGRAPH AT

+ FW02 .24 1 FLOW 79. 74. 67. 59. 54. 44. 35. 27.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CFW02 .56 1 FLOW 159. 147. 131. 116. 103. 84. 63. 48.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW2 .56 1 FLOW 160. 148. 132. 116. 103. 84. 63. 47.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW03 .25 1 FLOW 146. 139. 129. 120. 113. 100. 85. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW3 .82 1 FLOW 281. 263. 238. 214. 195. 162. 128. 101.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCFW3 .82 1 FLOW 281. 263. 238. 214. 194. 162. 129. 101.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ FW5 .52 1 FLOW 258. 246. 229. 213. 200. 177. 152. 132.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW5 1.34 1 FLOW 535. 504. 462. 420. 389. 334. 274. 227.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

DIVERSION TO

+ DFW11 1.34 1 FLOW 325. 294. 252. 210. 179. 124. 64. 17.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

HYDROGRAPH AT

+ DIV1 1.34 1 FLOW 210. 210. 210. 210. 210. 210. 210. 210.

TIME 3.50 3.50 3.58 3.58 3.58 3.67 3.75 3.83

 

ROUTED TO

+ RDIV1 1.34 1 FLOW 210. 210. 210. 210. 211. 210. 210. 210.

TIME 3.58 3.58 3.67 3.67 3.67 5.17 3.83 3.92

 

2 COMBINED AT

+ CDIV1 2.02 1 FLOW 605. 587. 563. 537. 519. 485. 442. 407.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

ROUTED TO

+ RCDIV1 2.02 1 FLOW 602. 585. 561. 535. 517. 481. 442. 403.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ FW6 .12 1 FLOW 101. 97. 91. 84. 79. 71. 61. 54.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFW6 2.14 1 FLOW 653. 633. 605. 575. 553. 513. 468. 426.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.83 3.83

 

2 COMBINED AT

+ CFW11 15.68 1 FLOW 1187. 1143. 1085. 1026. 980. 895. 806. 721.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

ROUTED TO

+ RCFW11 15.68 1 FLOW 1183. 1139. 1080. 1021. 975. 889. 797. 721.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

HYDROGRAPH AT

+ FW12 .54 1 FLOW 286. 273. 256. 239. 226. 202. 176. 154.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW12 16.23 1 FLOW 1465. 1408. 1333. 1256. 1197. 1087. 973. 875.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCFW12 16.23 1 FLOW 1455. 1399. 1327. 1250. 1192. 1087. 973. 871.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW13 .52 1 FLOW 278. 265. 248. 231. 218. 195. 169. 148.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW13 16.75 1 FLOW 1732. 1664. 1575. 1481. 1410. 1282. 1142. 1019.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW13 16.75 1 FLOW 1730. 1662. 1572. 1477. 1407. 1277. 1135. 1009.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW13 16.75 1 FLOW 1726. 1659. 1569. 1473. 1402. 1273. 1128. 1008.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW17 .16 1 FLOW 107. 103. 96. 89. 84. 75. 65. 57.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW17W 16.91 1 FLOW 1802. 1732. 1637. 1537. 1463. 1327. 1175. 1044.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW14 .44 1 FLOW 295. 283. 265. 248. 234. 210. 184. 162.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RFW14 .44 1 FLOW 295. 283. 265. 247. 234. 209. 183. 162.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ FW16 .28 1 FLOW 148. 142. 133. 124. 117. 104. 90. 79.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW17N .72 1 FLOW 437. 419. 394. 368. 348. 312. 273. 241.

TIME 3.75 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ FW15 .23 1 FLOW 154. 148. 139. 130. 123. 110. 96. 85.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RFW15 .23 1 FLOW 154. 147. 138. 129. 122. 109. 96. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

3 COMBINED AT

+ CFW17 17.85 1 FLOW 2375. 2279. 2147. 2010. 1908. 1720. 1521. 1346.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCFW17 17.85 1 FLOW 2364. 2268. 2135. 1998. 1900. 1719. 1518. 1340.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFW17 17.85 1 FLOW 2356. 2269. 2141. 2002. 1902. 1720. 1505. 1330.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW18 .52 1 FLOW 260. 248. 230. 212. 199. 175. 149. 128.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW18W 18.38 1 FLOW 2608. 2509. 2364. 2208. 2096. 1890. 1651. 1449.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

2 COMBINED AT

+ CFW18 201.72 1 FLOW 4935. 4772. 4537. 4291. 4110. 3774. 3373. 3030.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW18 201.72 1 FLOW 4933. 4769. 4531. 4284. 4100. 3758. 3349. 3020.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ FW28 .51 1 FLOW 276. 263. 245. 226. 212. 187. 160. 137.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ FW28* .51 1 FLOW 86. 73. 55. 36. 22. 0. 0. 0.

TIME 3.75 3.75 3.75 3.75 3.75 .00 .00 .00

 

HYDROGRAPH AT

+ DIV2 .51 1 FLOW 190. 190. 190. 190. 190. 187. 160. 137.

TIME 3.58 3.67 3.67 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ FW19 .45 1 FLOW 218. 207. 191. 176. 165. 144. 122. 104.

TIME 3.75 3.75 3.75 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RFW19 .45 1 FLOW 216. 204. 192. 177. 165. 144. 122. 104.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

3 COMBINED AT

+ CFW19 202.68 1 FLOW 5338. 5162. 4912. 4649. 4454. 4076. 3611. 3238.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW19 202.68 1 FLOW 5323. 5142. 4891. 4620. 4421. 4032. 3609. 3215.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ FW20 .37 1 FLOW 188. 179. 166. 153. 143. 125. 106. 91.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RFW20 .37 1 FLOW 187. 177. 167. 154. 144. 126. 106. 91.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

HYDROGRAPH AT

+ FW21 .47 1 FLOW 286. 272. 253. 233. 219. 192. 164. 140.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

3 COMBINED AT

+ CFW21 203.52 1 FLOW 5701. 5502. 5227. 4931. 4714. 4289. 3809. 3387.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCFW21 203.52 1 FLOW 5666. 5458. 5172. 4891. 4673. 4279. 3788. 3359.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ FW22 .40 1 FLOW 145. 135. 122. 108. 99. 82. 64. 51.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW22W 203.92 1 FLOW 5781. 5566. 5269. 4969. 4744. 4339. 3836. 3394.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ VB1 .37 1 FLOW 224. 213. 199. 184. 173. 152. 131. 113.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RVB1 .37 1 FLOW 225. 214. 200. 184. 173. 152. 131. 114.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ VB2 .38 1 FLOW 214. 204. 190. 175. 164. 144. 123. 106.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

2 COMBINED AT

+ CVB2 .75 1 FLOW 404. 384. 356. 327. 307. 270. 231. 198.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCVB2 .75 1 FLOW 399. 380. 354. 327. 307. 269. 229. 196.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ VB3 .42 1 FLOW 176. 166. 152. 138. 128. 110. 91. 75.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

ROUTED TO

+ RVB3 .42 1 FLOW 175. 165. 152. 138. 128. 110. 90. 75.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CVB3 1.17 1 FLOW 573. 543. 502. 460. 430. 375. 317. 269.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCVB3 1.17 1 FLOW 568. 539. 500. 459. 429. 374. 315. 267.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ VB4 .25 1 FLOW 113. 107. 99. 91. 84. 73. 61. 52.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CVB4 1.42 1 FLOW 679. 643. 596. 547. 511. 445. 374. 317.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ TROP 1.42 1 FLOW 83. 47. 0. 0. 0. 0. 0. 0.

TIME 3.83 3.92 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ SPENCER 1.42 1 FLOW 596. 596. 596. 547. 511. 445. 374. 317.

TIME 3.75 3.75 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCVB4 1.42 1 FLOW 596. 596. 594. 545. 509. 443. 371. 314.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ VB5 .07 1 FLOW 40. 38. 35. 32. 30. 26. 21. 18.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CVB5 1.49 1 FLOW 621. 620. 614. 563. 526. 457. 384. 325.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ SITE_A 1.49 1 FLOW 232. 231. 226. 186. 156. 101. 51. 12.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SITE_A 1.49 1 FLOW 389. 389. 388. 378. 370. 356. 333. 313.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCVB5 1.49 1 FLOW 389. 389. 387. 376. 369. 356. 332. 313.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

DIVERSION TO

+ VBTM0000 1.49 1 FLOW 389. 389. 387. 376. 369. 356. 332. 313.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ *REMOVE 1.49 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ VB6 .23 1 FLOW 124. 118. 110. 101. 95. 83. 70. 60.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ *COMB 1.73 1 FLOW 124. 118. 110. 101. 95. 83. 70. 60.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RVB6 1.73 1 FLOW 124. 118. 110. 102. 95. 83. 71. 60.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ VB7 .51 1 FLOW 204. 193. 178. 162. 151. 130. 108. 90.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CVB7 2.24 1 FLOW 321. 304. 280. 256. 238. 205. 172. 145.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCVB7 2.24 1 FLOW 318. 301. 277. 253. 237. 206. 171. 143.

TIME 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ VB8 .38 1 FLOW 153. 145. 134. 122. 114. 98. 82. 69.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CVB8S 2.62 1 FLOW 467. 442. 407. 371. 345. 298. 248. 209.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ TROP .00 1 FLOW 83. 47. 0. 0. 0. 0. 0. 0.

TIME 3.83 3.92 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RTROP .00 1 FLOW 82. 49. 0. 0. 0. 0. 0. 0.

TIME 4.00 4.00 .00 .00 .00 .00 .00 .00

 

2 COMBINED AT

+ CVB8 2.62 1 FLOW 550. 491. 407. 371. 345. 298. 248. 209.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

DIVERSION TO

+ VBMC0236 2.62 1 FLOW 260. 260. 260. 260. 260. 260. 248. 209.

TIME 3.67 3.67 3.67 3.75 3.75 3.83 4.08 4.08

 

HYDROGRAPH AT

+ VBEA0058 2.62 1 FLOW 290. 231. 147. 111. 85. 38. 0. 0.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 .00 .00

 

HYDROGRAPH AT

+ VB10 .36 1 FLOW 183. 174. 161. 147. 138. 120. 101. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RVB10 .36 1 FLOW 185. 176. 163. 150. 140. 122. 102. 86.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ VB11 .38 1 FLOW 168. 159. 146. 133. 124. 107. 89. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CVB11W .74 1 FLOW 338. 320. 294. 268. 249. 215. 180. 152.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

2 COMBINED AT

+ CVB11 3.35 1 FLOW 619. 543. 436. 376. 333. 253. 180. 152.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCVB11 3.35 1 FLOW 606. 523. 435. 373. 328. 247. 178. 149.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

2 COMBINED AT

+ CFW22 207.27 1 FLOW 6339. 6061. 5689. 5341. 5072. 4586. 4014. 3543.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCFW22 207.27 1 FLOW 6353. 6051. 5694. 5347. 5058. 4548. 3984. 3531.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ FW23 .25 1 FLOW 125. 118. 108. 99. 91. 78. 65. 54.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW23W 207.52 1 FLOW 6430. 6124. 5762. 5409. 5115. 4598. 4021. 3562.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ VBTM0000 .00 1 FLOW 389. 389. 387. 376. 369. 356. 332. 313.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ VBMC0236 .00 1 FLOW 260. 260. 260. 260. 260. 260. 248. 209.

TIME 3.67 3.67 3.67 3.75 3.75 3.83 4.08 4.08

 

ROUTED TO

+ RVBMC023 .00 1 FLOW 260. 260. 261. 260. 261. 261. 247. 207.

TIME 5.17 3.75 3.75 3.83 3.83 3.92 4.08 4.08

 

2 COMBINED AT

+ CVB9S .00 1 FLOW 649. 649. 647. 636. 629. 616. 575. 516.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 4.08 4.08

 

ROUTED TO

+ RCVB9S .00 1 FLOW 649. 649. 646. 636. 629. 616. 574. 515.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ VB9 .33 1 FLOW 162. 154. 143. 131. 123. 108. 91. 78.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CVB9 .33 1 FLOW 809. 799. 782. 761. 745. 712. 649. 579.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 4.00 4.08

 

DIVERSION TO

+ BYPASS .33 1 FLOW 652. 652. 652. 652. 652. 652. 649. 579.

TIME 3.58 3.67 3.67 3.75 3.75 3.83 4.00 4.08

 

HYDROGRAPH AT

+ C-SPLT .33 1 FLOW 157. 147. 130. 109. 93. 60. 0. 0.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 .00 .00

 

ROUTED TO

+ POND-C .33 1 FLOW 1. 1. 1. 0. 0. 0. 0. 0.

TIME 5.33 5.33 4.42 4.42 4.33 4.25 .00 .00

 

** PEAK STAGES IN FEET **

1 STAGE 32.84 31.72 30.43 29.03 28.14 26.55 25.00 25.00

TIME 5.33 5.33 4.42 4.42 4.33 4.33 .00 .00

 

HYDROGRAPH AT

+ BYPASS .00 1 FLOW 652. 652. 652. 652. 652. 652. 649. 579.

TIME 3.58 3.67 3.67 3.75 3.75 3.83 4.00 4.08

 

2 COMBINED AT

+ FROM-C .33 1 FLOW 653. 653. 653. 652. 652. 652. 649. 579.

TIME 5.25 5.25 4.42 4.33 4.25 4.25 4.00 4.08

 

ROUTED TO

+ RCVB9 .33 1 FLOW 654. 653. 653. 652. 652. 653. 649. 577.

TIME 3.67 5.17 4.33 4.25 3.83 3.92 4.08 4.08

 

ROUTED TO

+ RCVB9 .33 1 FLOW 653. 653. 653. 652. 652. 652. 647. 575.

TIME 5.17 4.33 4.33 4.25 4.25 4.00 4.08 4.08

 

HYDROGRAPH AT

+ VB12 .30 1 FLOW 136. 129. 120. 110. 102. 89. 74. 63.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CVB12 .63 1 FLOW 788. 781. 771. 761. 752. 737. 712. 630.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 4.08 4.08

 

ROUTED TO

+ RCVB12 .63 1 FLOW 788. 779. 770. 760. 752. 736. 711. 625.

TIME 3.83 3.92 3.92 3.92 3.92 4.00 4.08 4.08

 

HYDROGRAPH AT

+ VB13 .17 1 FLOW 82. 78. 72. 66. 61. 53. 45. 38.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CVB13 .81 1 FLOW 869. 855. 839. 821. 808. 781. 744. 654.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.08 4.08

 

ROUTED TO

+ RCVB13 .81 1 FLOW 868. 854. 837. 821. 808. 780. 743. 653.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.08 4.08

 

2 COMBINED AT

+ CFW23 208.33 1 FLOW 7280. 6964. 6588. 6220. 5917. 5378. 4764. 4214.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCFW23 208.33 1 FLOW 7264. 6948. 6572. 6197. 5888. 5344. 4753. 4186.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FW24 .36 1 FLOW 59. 53. 45. 39. 36. 29. 23. 17.

TIME 3.83 3.83 3.92 5.08 5.08 5.08 5.08 5.08

 

ROUTED TO

+ RFW24 .36 1 FLOW 58. 53. 45. 39. 35. 29. 22. 17.

TIME 4.00 4.00 4.00 5.17 5.17 5.25 5.25 5.25

 

HYDROGRAPH AT

+ FW25 .21 1 FLOW 141. 135. 127. 119. 112. 101. 88. 78.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW25 .57 1 FLOW 179. 168. 153. 137. 126. 107. 88. 78.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.67

 

ROUTED TO

+ RCFW25 .57 1 FLOW 178. 167. 152. 137. 126. 107. 89. 78.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.75 3.75

 

HYDROGRAPH AT

+ FW27 .36 1 FLOW 160. 151. 140. 129. 120. 105. 89. 75.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ RET1 .00 1 FLOW 86. 73. 55. 36. 22. 0. 0. 0.

TIME 3.75 3.75 3.75 3.75 3.75 .00 .00 .00

 

3 COMBINED AT

+ CFW28 .93 1 FLOW 417. 385. 341. 297. 264. 210. 175. 149.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCFW28 .93 1 FLOW 414. 383. 338. 294. 261. 209. 174. 148.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.83

 

HYDROGRAPH AT

+ FW29 .31 1 FLOW 177. 168. 156. 144. 134. 118. 100. 85.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW29 1.24 1 FLOW 568. 529. 475. 420. 379. 311. 261. 225.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.75 3.75

 

ROUTED TO

+ RCFW29 1.24 1 FLOW 565. 528. 468. 420. 376. 311. 263. 226.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ FW30A .29 1 FLOW 93. 87. 78. 70. 64. 53. 41. 32.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW30AW 1.53 1 FLOW 658. 614. 546. 490. 440. 364. 304. 258.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW30A 209.86 1 FLOW 7861. 7505. 7072. 6642. 6294. 5681. 5021. 4412.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCFW30A 209.86 1 FLOW 7852. 7496. 7064. 6629. 6279. 5665. 5013. 4397.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FW30B .28 1 FLOW 126. 119. 110. 101. 94. 82. 68. 58.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW30B 210.15 1 FLOW 7969. 7606. 7166. 6723. 6366. 5736. 5073. 4448.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCFW30B 210.15 1 FLOW 7953. 7589. 7146. 6695. 6334. 5734. 5055. 4430.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

HYDROGRAPH AT

+ VB14 .35 1 FLOW 170. 161. 149. 136. 127. 110. 91. 77.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RVB14 .35 1 FLOW 171. 161. 149. 136. 126. 109. 91. 77.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ VB15 .30 1 FLOW 133. 126. 115. 105. 97. 83. 69. 57.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CVB15 .65 1 FLOW 294. 278. 256. 234. 217. 187. 155. 129.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCVB15 .65 1 FLOW 295. 279. 257. 234. 217. 187. 154. 128.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ VB16 .51 1 FLOW 223. 211. 196. 180. 168. 146. 123. 105.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CVB16 1.16 1 FLOW 517. 490. 452. 414. 385. 333. 277. 232.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCVB16 1.16 1 FLOW 516. 489. 451. 412. 383. 331. 275. 232.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW31 .21 1 FLOW 93. 88. 81. 73. 68. 58. 47. 39.

TIME 3.67 3.67 3.67 3.67 3.67 3.75 3.75 3.75

 

3 COMBINED AT

+ CFW31 211.52 1 FLOW 8517. 8123. 7641. 7149. 6757. 6078. 5346. 4663.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

ROUTED TO

+ RCFW31 211.52 1 FLOW 8507. 8112. 7629. 7135. 6740. 6076. 5336. 4657.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW26 .33 1 FLOW 120. 112. 101. 91. 83. 69. 54. 43.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RFW26 .33 1 FLOW 120. 112. 102. 91. 84. 70. 55. 43.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW39 .20 1 FLOW 99. 94. 87. 80. 74. 64. 54. 45.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW39 .53 1 FLOW 209. 196. 179. 161. 148. 124. 100. 81.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RCFW39 .53 1 FLOW 207. 194. 177. 159. 146. 124. 99. 80.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FW32 .30 1 FLOW 123. 116. 107. 97. 90. 77. 63. 52.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW32WW .84 1 FLOW 326. 308. 279. 252. 232. 197. 159. 131.

TIME 3.83 3.83 3.92 3.83 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FW40 .10 1 FLOW 50. 47. 43. 39. 37. 31. 26. 22.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RFW40 .10 1 FLOW 49. 47. 43. 40. 37. 32. 26. 22.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW41 .09 1 FLOW 39. 37. 33. 30. 28. 24. 19. 16.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CFW41 1.03 1 FLOW 401. 376. 344. 310. 285. 241. 194. 159.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW41 1.03 1 FLOW 400. 376. 343. 309. 284. 240. 193. 158.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

2 COMBINED AT

+ CFW32 212.54 1 FLOW 8892. 8475. 7962. 7437. 7019. 6300. 5521. 4799.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

ROUTED TO

+ RCFW32 212.54 1 FLOW 8866. 8446. 7926. 7391. 6971. 6289. 5488. 4796.

TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW33 .32 1 FLOW 204. 194. 181. 166. 156. 137. 117. 100.

TIME 3.58 3.58 3.58 3.58 3.58 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW33W 212.86 1 FLOW 8969. 8544. 8018. 7477. 7043. 6348. 5539. 4832.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW01 .32 1 FLOW 85. 79. 70. 61. 54. 43. 32. 26.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 5.00

 

ROUTED TO

+ RFW1 .32 1 FLOW 86. 80. 71. 62. 54. 43. 32. 25.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 5.25

 

HYDROGRAPH AT

+ FW02 .24 1 FLOW 79. 74. 67. 59. 54. 44. 35. 27.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CFW2 .56 1 FLOW 159. 147. 131. 116. 103. 84. 63. 48.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCFW2 .56 1 FLOW 160. 148. 132. 116. 103. 84. 63. 47.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW03 .25 1 FLOW 146. 139. 129. 120. 113. 100. 85. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW3 .82 1 FLOW 281. 263. 238. 214. 195. 162. 128. 101.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCFW3 .82 1 FLOW 281. 263. 238. 214. 194. 162. 129. 101.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ FW5 .52 1 FLOW 258. 246. 229. 213. 200. 177. 152. 132.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW5 1.34 1 FLOW 535. 504. 462. 420. 389. 334. 274. 227.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

DIVERSION TO

+ DFW11 1.34 1 FLOW 210. 210. 210. 210. 210. 210. 210. 210.

TIME 3.50 3.50 3.58 3.58 3.58 3.67 3.75 3.83

 

HYDROGRAPH AT

+ DFW5 1.34 1 FLOW 325. 294. 252. 210. 179. 124. 64. 17.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

ROUTED TO

+ RDFW5 1.34 1 FLOW 321. 292. 251. 209. 179. 124. 63. 17.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CE2EA-C .13 1 FLOW 56. 53. 48. 44. 41. 36. 30. 25.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCE2EA .13 1 FLOW 56. 53. 49. 45. 42. 36. 30. 25.

TIME 4.25 4.25 4.25 4.25 4.25 4.25 4.33 4.33

 

HYDROGRAPH AT

+ R4C1 .27 1 FLOW 164. 157. 148. 138. 131. 117. 102. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CR4C1 1.74 1 FLOW 501. 461. 408. 354. 314. 242. 164. 102.

TIME 3.92 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCR4C1 1.74 1 FLOW 499. 461. 408. 352. 312. 239. 161. 100.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ CE2EC .26 1 FLOW 110. 104. 94. 85. 78. 66. 53. 43.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RCE2EC .26 1 FLOW 112. 105. 96. 87. 80. 67. 54. 44.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ CE2ED-C .31 1 FLOW 180. 172. 161. 149. 141. 125. 108. 94.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCE2ED-C .58 1 FLOW 282. 267. 246. 225. 210. 182. 154. 130.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

DIVERSION TO

+ DCPS03 .58 1 FLOW 163. 155. 144. 133. 125. 109. 92. 78.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DCCE2ED .58 1 FLOW 119. 112. 102. 92. 85. 73. 61. 52.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDCCE2ED .58 1 FLOW 120. 113. 103. 93. 85. 73. 61. 52.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ CE3FA .36 1 FLOW 220. 211. 198. 185. 176. 158. 138. 122.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CCE3FA 2.67 1 FLOW 801. 747. 674. 597. 541. 442. 334. 248.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCE3FA 2.67 1 FLOW 801. 747. 673. 596. 541. 441. 333. 248.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ PS01-C .41 1 FLOW 180. 170. 156. 142. 131. 113. 93. 77.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RPS01-C .41 1 FLOW 177. 167. 154. 139. 129. 111. 92. 76.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ PS03 .19 1 FLOW 133. 126. 118. 109. 102. 91. 78. 67.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CPS03 .60 1 FLOW 292. 276. 255. 233. 217. 188. 157. 132.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

HYDROGRAPH AT

+ ED01 .25 1 FLOW 113. 107. 98. 90. 83. 71. 59. 49.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RED01 .25 1 FLOW 114. 108. 99. 90. 84. 72. 60. 49.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ ED02 .31 1 FLOW 155. 147. 136. 125. 117. 102. 86. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

HYDROGRAPH AT

+ ED11 .24 1 FLOW 106. 100. 92. 83. 77. 66. 54. 45.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ ED12 .20 1 FLOW 116. 110. 103. 95. 90. 79. 68. 59.

TIME 3.67 3.67 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED12 .44 1 FLOW 221. 210. 194. 179. 167. 145. 122. 104.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCED12 .44 1 FLOW 224. 212. 197. 180. 168. 146. 123. 104.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ ED13 .21 1 FLOW 123. 118. 110. 102. 96. 86. 74. 65.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CED13 .65 1 FLOW 333. 317. 294. 271. 254. 223. 189. 162.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED13 .65 1 FLOW 332. 315. 293. 270. 252. 221. 187. 159.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

3 COMBINED AT

+ CED02 1.21 1 FLOW 589. 559. 517. 475. 443. 386. 324. 273.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCED02 1.21 1 FLOW 585. 555. 514. 471. 439. 381. 320. 272.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ DCPS03 .00 1 FLOW 163. 155. 144. 133. 125. 109. 92. 78.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RDPS03 .00 1 FLOW 162. 155. 144. 133. 125. 109. 92. 78.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

3 COMBINED AT

+ CCPS03 1.81 1 FLOW 986. 935. 867. 796. 743. 646. 540. 455.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCPS03 1.81 1 FLOW 984. 932. 865. 792. 738. 638. 535. 452.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ PS06-C .39 1 FLOW 245. 234. 219. 203. 191. 170. 147. 128.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS06 2.20 1 FLOW 1176. 1115. 1034. 948. 885. 769. 645. 545.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS06 4.88 1 FLOW 1965. 1849. 1697. 1535. 1416. 1198. 967. 790.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92

 

ROUTED TO

+ RCCPS06 4.88 1 FLOW 1956. 1840. 1687. 1525. 1406. 1191. 965. 786.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FW09 .25 1 FLOW 162. 155. 146. 136. 129. 116. 102. 90.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

DIVERSION TO

+ DSM .25 1 FLOW 45. 42. 38. 35. 32. 27. 21. 16.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ DSPM .25 1 FLOW 117. 113. 108. 102. 98. 90. 81. 74.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RDSPM .25 1 FLOW 115. 112. 106. 101. 97. 89. 81. 74.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ CE3FD-C .28 1 FLOW 171. 164. 154. 144. 137. 123. 108. 96.

TIME 3.75 3.75 3.75 3.75 3.75 3.83 3.83 3.83

 

2 COMBINED AT

+ CCE3FD-C .54 1 FLOW 286. 275. 260. 245. 233. 212. 189. 170.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCE3FD .54 1 FLOW 286. 275. 260. 244. 233. 211. 189. 169.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CRCPS06 5.41 1 FLOW 2234. 2107. 1940. 1763. 1632. 1392. 1140. 951.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCRCPS06 5.41 1 FLOW 2225. 2098. 1931. 1753. 1622. 1385. 1139. 946.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

HYDROGRAPH AT

+ PS08 .18 1 FLOW 130. 124. 116. 108. 102. 91. 79. 70.

TIME 3.58 3.58 3.58 3.58 3.58 3.67 3.67 3.67

 

2 COMBINED AT

+ CPS08 5.59 1 FLOW 2299. 2169. 1997. 1816. 1681. 1435. 1180. 987.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92

 

HYDROGRAPH AT

+ ED05-C .44 1 FLOW 225. 215. 201. 186. 175. 155. 134. 116.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.92 3.92

 

ROUTED TO

+ RED05-C .44 1 FLOW 225. 214. 200. 185. 176. 154. 133. 117.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCPS08 6.03 1 FLOW 2524. 2383. 2197. 2001. 1856. 1589. 1312. 1103.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92

 

ROUTED TO

+ RCCPS08 6.03 1 FLOW 2515. 2375. 2187. 1991. 1846. 1585. 1311. 1098.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

HYDROGRAPH AT

+ ED10-C .22 1 FLOW 139. 132. 123. 114. 107. 95. 82. 71.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CED10-C 6.25 1 FLOW 2613. 2468. 2275. 2072. 1923. 1647. 1362. 1149.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 3.92

 

ROUTED TO

+ RCED10-C 6.25 1 FLOW 2603. 2458. 2264. 2060. 1911. 1643. 1362. 1143.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

HYDROGRAPH AT

+ SA06-C .20 1 FLOW 129. 124. 117. 109. 103. 93. 81. 72.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RSA06-C .20 1 FLOW 130. 124. 117. 109. 104. 93. 82. 72.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ SA08 .22 1 FLOW 164. 157. 148. 139. 132. 119. 104. 92.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA08 .42 1 FLOW 276. 264. 248. 232. 219. 196. 171. 151.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

2 COMBINED AT

+ CCSA08 6.67 1 FLOW 2827. 2673. 2467. 2251. 2092. 1799. 1497. 1271.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCCSA08 6.67 1 FLOW 2812. 2657. 2449. 2232. 2076. 1792. 1493. 1264.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 3.92

 

HYDROGRAPH AT

+ CH14-C .17 1 FLOW 93. 88. 83. 77. 72. 64. 56. 48.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH14-C .17 1 FLOW 93. 89. 83. 77. 73. 65. 56. 49.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK09-C .38 1 FLOW 179. 171. 160. 148. 140. 124. 108. 94.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ COK09-C .55 1 FLOW 270. 258. 241. 224. 211. 187. 162. 141.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK09-C .55 1 FLOW 268. 256. 239. 222. 209. 186. 161. 141.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ OK10 .31 1 FLOW 174. 166. 155. 143. 135. 119. 102. 88.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ COK10 .85 1 FLOW 423. 403. 376. 349. 329. 292. 252. 219.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCOK10 .85 1 FLOW 422. 403. 376. 349. 328. 291. 250. 217.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ OK11-C .31 1 FLOW 145. 139. 129. 119. 112. 99. 84. 73.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ 1COK11C 1.16 1 FLOW 567. 542. 505. 468. 440. 389. 335. 290.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ COK11C 7.83 1 FLOW 3380. 3199. 2954. 2700. 2513. 2175. 1824. 1554.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 3.92

 

ROUTED TO

+ RCOK11C 7.83 1 FLOW 3356. 3172. 2934. 2688. 2508. 2171. 1820. 1549.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ WAL1 .21 1 FLOW 117. 111. 103. 94. 88. 77. 65. 56.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RWAL1 .21 1 FLOW 117. 111. 103. 95. 88. 77. 66. 56.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ WAL2 .25 1 FLOW 112. 106. 98. 89. 83. 71. 59. 49.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CWAL2 .45 1 FLOW 225. 213. 197. 180. 168. 145. 122. 102.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCWAL2 8.28 1 FLOW 3568. 3374. 3113. 2845. 2653. 2299. 1928. 1642.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCWAL2 8.28 1 FLOW 3540. 3355. 3100. 2839. 2650. 2293. 1921. 1637.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH50 .26 1 FLOW 143. 137. 129. 121. 115. 103. 91. 81.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CCH50 8.54 1 FLOW 3680. 3489. 3226. 2957. 2762. 2394. 2010. 1716.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH15-C .24 1 FLOW 145. 138. 129. 120. 113. 100. 86. 75.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RCH15-C .24 1 FLOW 145. 139. 130. 121. 114. 101. 88. 76.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH18-C .29 1 FLOW 170. 162. 151. 139. 131. 115. 98. 85.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH18-C .53 1 FLOW 298. 284. 264. 245. 230. 203. 174. 150.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH18-C .53 1 FLOW 297. 283. 264. 244. 229. 202. 173. 149.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ AL92 .43 1 FLOW 151. 142. 130. 117. 108. 92. 75. 61.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

DIVERSION TO

+ DAL93 .43 1 FLOW 59. 55. 50. 45. 42. 36. 29. 24.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DAL92 .43 1 FLOW 93. 87. 80. 72. 66. 56. 46. 37.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RDAL92 .43 1 FLOW 92. 87. 79. 71. 66. 56. 45. 37.

TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ AL95-C .19 1 FLOW 87. 82. 75. 68. 63. 54. 44. 36.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

2 COMBINED AT

+ CAL95 .62 1 FLOW 157. 148. 135. 122. 112. 95. 77. 63.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCAL95-C .62 1 FLOW 157. 148. 135. 122. 112. 95. 77. 62.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

2 COMBINED AT

+ CCCH18-C 1.15 1 FLOW 454. 430. 398. 365. 340. 295. 248. 209.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCCH18C 1.15 1 FLOW 450. 427. 394. 360. 337. 293. 246. 208.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH22-C .23 1 FLOW 145. 140. 132. 123. 117. 106. 93. 83.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH22 1.38 1 FLOW 594. 565. 524. 483. 453. 396. 336. 287.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

2 COMBINED AT

+ CCCH22 9.92 1 FLOW 4258. 4029. 3716. 3403. 3181. 2764. 2327. 1990.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCCH22 9.92 1 FLOW 4229. 4004. 3703. 3395. 3174. 2752. 2315. 1976.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH51 .24 1 FLOW 132. 126. 118. 110. 104. 93. 81. 71.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCH51 .24 1 FLOW 132. 126. 118. 110. 104. 93. 81. 70.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ CH52-C .31 1 FLOW 205. 197. 186. 174. 166. 150. 132. 118.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CCH52 10.47 1 FLOW 4519. 4283. 3965. 3640. 3407. 2962. 2500. 2141.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH52 10.47 1 FLOW 4518. 4280. 3963. 3636. 3403. 2957. 2494. 2135.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-A .14 1 FLOW 87. 83. 78. 72. 68. 61. 53. 47.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH56A 10.61 1 FLOW 4583. 4343. 4021. 3691. 3454. 3003. 2535. 2171.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56A 10.61 1 FLOW 4581. 4341. 4019. 3688. 3451. 3000. 2532. 2167.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH56-B .24 1 FLOW 118. 112. 104. 96. 90. 80. 68. 59.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFLAM .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RDFLAM .00 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

HYDROGRAPH AT

+ CH60-A .38 1 FLOW 208. 199. 186. 173. 163. 145. 126. 110.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CCH60A .38 1 FLOW 208. 199. 186. 173. 163. 145. 126. 110.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

3 COMBINED AT

+ CCH56B 11.23 1 FLOW 4879. 4626. 4285. 3935. 3684. 3207. 2710. 2323.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH56B 11.23 1 FLOW 4878. 4624. 4283. 3933. 3682. 3204. 2708. 2320.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-A .11 1 FLOW 72. 69. 64. 59. 55. 49. 42. 36.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CCH63A 11.34 1 FLOW 4916. 4660. 4317. 3964. 3711. 3230. 2730. 2339.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63A 11.34 1 FLOW 4914. 4658. 4313. 3960. 3705. 3224. 2723. 2332.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH63-B .15 1 FLOW 119. 113. 106. 98. 92. 82. 70. 61.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CCH63B 11.49 1 FLOW 4958. 4700. 4353. 3997. 3740. 3255. 2751. 2356.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH63B 11.49 1 FLOW 4954. 4696. 4347. 3989. 3732. 3247. 2743. 2346.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH68-A .29 1 FLOW 165. 157. 146. 135. 127. 112. 96. 83.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH68A 11.79 1 FLOW 5081. 4817. 4460. 4094. 3831. 3334. 2818. 2412.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH68A 11.79 1 FLOW 5078. 4814. 4456. 4089. 3826. 3329. 2813. 2405.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ CH67-A .33 1 FLOW 153. 145. 133. 121. 113. 97. 80. 67.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CCH67A 12.12 1 FLOW 5196. 4926. 4560. 4184. 3914. 3406. 2877. 2459.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCCH67A 12.12 1 FLOW 5184. 4914. 4543. 4165. 3893. 3384. 2854. 2444.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ CH64-A .30 1 FLOW 139. 132. 123. 114. 107. 94. 80. 69.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCH64-A .30 1 FLOW 140. 133. 124. 114. 107. 95. 80. 69.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.25

 

HYDROGRAPH AT

+ FR04-A .25 1 FLOW 131. 124. 115. 105. 98. 86. 72. 61.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR04A .55 1 FLOW 223. 212. 196. 180. 167. 146. 123. 105.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

2 COMBINED AT

+ CCFR04A 12.67 1 FLOW 5407. 5125. 4739. 4344. 4060. 3529. 2976. 2549.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCCFR04A 12.67 1 FLOW 5395. 5114. 4727. 4330. 4044. 3514. 2972. 2547.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ FR03-A .23 1 FLOW 100. 94. 86. 78. 73. 62. 51. 42.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR03A 12.91 1 FLOW 5474. 5188. 4795. 4392. 4102. 3563. 3008. 2577.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCFR03A 12.91 1 FLOW 5461. 5174. 4779. 4374. 4083. 3553. 3006. 2573.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA10-2 .20 1 FLOW 95. 91. 85. 79. 74. 66. 57. 50.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA10-1 .28 1 FLOW 135. 129. 121. 113. 107. 95. 83. 73.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CSA10-1 .48 1 FLOW 230. 220. 206. 192. 181. 161. 140. 122.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCSA10-1 .48 1 FLOW 229. 219. 205. 191. 180. 160. 139. 122.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ SA11 .40 1 FLOW 230. 221. 208. 195. 185. 167. 148. 132.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CSA11 .88 1 FLOW 452. 433. 406. 379. 359. 322. 281. 248.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

ROUTED TO

+ RCSA11 .88 1 FLOW 451. 431. 405. 378. 358. 321. 281. 248.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CB .12 1 FLOW 78. 75. 71. 66. 62. 56. 49. 43.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA13-CB .99 1 FLOW 506. 484. 455. 424. 402. 360. 315. 277.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCSA13-C .99 1 FLOW 504. 482. 452. 423. 400. 359. 314. 277.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ FR01B .07 1 FLOW 46. 44. 41. 38. 36. 32. 28. 25.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFR01B 1.06 1 FLOW 537. 513. 482. 449. 425. 380. 333. 293.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCFR01B 1.06 1 FLOW 534. 511. 479. 448. 424. 380. 333. 293.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA13-CC .11 1 FLOW 79. 75. 71. 67. 63. 57. 50. 45.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CSA13-CC 1.17 1 FLOW 593. 568. 533. 497. 470. 421. 367. 323.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA13-C 1.17 1 FLOW 592. 567. 532. 496. 469. 419. 366. 322.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ FR02A .11 1 FLOW 75. 72. 67. 62. 58. 52. 45. 39.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFR02A 1.28 1 FLOW 641. 614. 576. 536. 507. 454. 396. 348.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR02A 1.28 1 FLOW 641. 613. 575. 536. 507. 453. 395. 347.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR02B .04 1 FLOW 28. 26. 24. 22. 21. 18. 15. 13.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR02B 1.32 1 FLOW 653. 625. 586. 546. 516. 461. 402. 353.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA14A .13 1 FLOW 88. 84. 78. 73. 68. 60. 52. 45.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA14A 1.45 1 FLOW 705. 675. 631. 587. 554. 495. 431. 379.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14A 1.45 1 FLOW 704. 673. 630. 586. 554. 495. 431. 378.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA13-CA .25 1 FLOW 127. 122. 115. 107. 102. 92. 81. 72.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RSA13-CA .25 1 FLOW 127. 122. 115. 107. 102. 92. 81. 72.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ FW40A .12 1 FLOW 60. 56. 52. 47. 43. 37. 31. 25.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CFW40A .36 1 FLOW 156. 149. 140. 130. 123. 110. 96. 85.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

DIVERSION TO

+ DFW40AE .36 1 FLOW 128. 122. 115. 107. 101. 90. 79. 69.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ DFW40AN .36 1 FLOW 28. 27. 25. 23. 22. 20. 17. 15.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

ROUTED TO

+ RDFW40AN .36 1 FLOW 28. 27. 25. 24. 22. 20. 17. 15.

TIME 4.17 4.17 4.17 4.17 4.17 4.17 4.17 4.17

 

HYDROGRAPH AT

+ SA14B .06 1 FLOW 46. 44. 41. 38. 36. 32. 27. 24.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14B 1.87 1 FLOW 750. 717. 671. 624. 590. 527. 458. 402.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14B 1.87 1 FLOW 749. 716. 671. 624. 590. 526. 458. 401.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR01A .18 1 FLOW 90. 86. 80. 74. 70. 62. 54. 47.

TIME 3.83 3.83 3.83 3.83 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RFR01A .18 1 FLOW 91. 87. 81. 75. 71. 63. 54. 47.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FR02C .26 1 FLOW 123. 117. 108. 99. 92. 80. 66. 56.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFR02C .44 1 FLOW 192. 182. 169. 155. 145. 126. 106. 91.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RFR02C .44 1 FLOW 191. 181. 167. 153. 144. 125. 106. 90.

TIME 3.92 3.92 3.92 3.92 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ SA14C .06 1 FLOW 51. 49. 46. 43. 41. 37. 32. 28.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA14C 2.37 1 FLOW 961. 918. 858. 797. 751. 667. 576. 502.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA14C 2.37 1 FLOW 961. 918. 858. 796. 750. 666. 575. 500.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ SA16A .06 1 FLOW 44. 42. 39. 37. 34. 31. 26. 23.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16A 2.43 1 FLOW 983. 938. 877. 814. 767. 681. 588. 511.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16A 2.43 1 FLOW 982. 938. 877. 814. 767. 680. 587. 510.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ DFW40AE .00 1 FLOW 128. 122. 115. 107. 101. 90. 79. 69.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ FW41A .16 1 FLOW 68. 64. 58. 53. 49. 41. 34. 28.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW41A .16 1 FLOW 181. 171. 159. 146. 137. 121. 103. 89.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.00 4.00

 

DIVERSION TO

+ DFW41AE .16 1 FLOW 115. 109. 101. 93. 87. 76. 65. 56.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.00 4.00

 

HYDROGRAPH AT

+ DFW41AN .16 1 FLOW 65. 62. 58. 53. 50. 44. 38. 33.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RDFW41AN .16 1 FLOW 65. 62. 57. 53. 50. 44. 38. 33.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ SA16B .06 1 FLOW 42. 40. 37. 34. 32. 28. 24. 21.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CSA16B 2.65 1 FLOW 1069. 1020. 953. 884. 833. 738. 637. 552.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCSA16B 2.65 1 FLOW 1069. 1020. 952. 883. 832. 737. 635. 551.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 4.00

 

HYDROGRAPH AT

+ SA16C .06 1 FLOW 49. 47. 43. 40. 38. 34. 29. 25.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CSA16C 2.71 1 FLOW 1092. 1042. 973. 903. 850. 753. 649. 563.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR03-B .06 1 FLOW 49. 47. 43. 40. 38. 34. 29. 25.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

2 COMBINED AT

+ CFR03B 2.78 1 FLOW 1117. 1066. 994. 922. 868. 770. 663. 575.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR03B 2.78 1 FLOW 1117. 1065. 994. 921. 867. 768. 662. 573.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ FR03-C .04 1 FLOW 26. 25. 23. 22. 21. 18. 16. 14.

TIME 3.58 3.58 3.58 3.58 3.58 3.58 3.58 3.58

 

3 COMBINED AT

+ CCFR03 15.72 1 FLOW 6565. 6228. 5765. 5291. 4948. 4312. 3649. 3135.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

ROUTED TO

+ RCFR03 15.72 1 FLOW 6539. 6201. 5733. 5259. 4911. 4292. 3646. 3128.

TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ DFW41AE .00 1 FLOW 115. 109. 101. 93. 87. 76. 65. 56.

TIME 3.83 3.83 3.83 3.92 3.92 4.00 4.00 4.00

 

ROUTED TO

+ RDFW41AE .00 1 FLOW 116. 110. 101. 93. 87. 76. 65. 56.

TIME 3.92 3.92 4.00 4.00 4.00 4.17 4.17 4.17

 

3 COMBINED AT

+ CFW33 228.58 1 FLOW 15623. 14855. 13852. 12828. 12039. 10716. 9250. 7969.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

ROUTED TO

+ RCFW33 228.58 1 FLOW 15549. 14779. 13767. 12769. 12033. 10690. 9189. 7956.

TIME 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.17

 

HYDROGRAPH AT

+ FW34 .30 1 FLOW 167. 159. 148. 138. 129. 114. 98. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CFW34 228.88 1 FLOW 15685. 14909. 13889. 12868. 12126. 10773. 9261. 8010.

TIME 4.00 4.00 4.00 4.08 4.08 4.08 4.08 4.17

 

ROUTED TO

+ RCFW34 228.88 1 FLOW 15602. 14836. 13890. 12850. 12076. 10691. 9234. 7982.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

HYDROGRAPH AT

+ FW36 .48 1 FLOW 217. 206. 190. 175. 163. 141. 119. 100.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CFW36 229.36 1 FLOW 15783. 15008. 14049. 12997. 12213. 10811. 9324. 8059.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCFW36 229.36 1 FLOW 15725. 14894. 13871. 12934. 12107. 10729. 9293. 8051.

TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.25 4.25

 

HYDROGRAPH AT

+ FW38 .54 1 FLOW 146. 136. 122. 108. 98. 79. 61. 46.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

2 COMBINED AT

+ CFW38 229.90 1 FLOW 15856. 15017. 13971. 13024. 12188. 10796. 9340. 8088.

TIME 4.08 4.08 4.17 4.17 4.17 4.17 4.25 4.25

 

HYDROGRAPH AT

+ FW35 .47 1 FLOW 185. 175. 161. 146. 136. 117. 97. 81.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RFW35 .47 1 FLOW 184. 174. 161. 146. 136. 116. 96. 80.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ FW37 .40 1 FLOW 151. 142. 130. 117. 108. 92. 75. 61.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ B1 .50 1 FLOW 210. 199. 183. 166. 154. 133. 110. 91.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ B2 .24 1 FLOW 93. 87. 80. 73. 67. 57. 47. 39.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CB2 .74 1 FLOW 303. 286. 263. 239. 221. 190. 157. 130.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCB2 .74 1 FLOW 301. 284. 262. 237. 220. 189. 157. 130.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

HYDROGRAPH AT

+ B3 .19 1 FLOW 98. 92. 85. 78. 72. 63. 52. 44.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RB3 .19 1 FLOW 99. 94. 86. 79. 73. 63. 53. 45.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

HYDROGRAPH AT

+ B4 .44 1 FLOW 172. 163. 151. 139. 130. 114. 96. 82.

TIME 4.08 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

2 COMBINED AT

+ CB4N .63 1 FLOW 265. 251. 233. 214. 200. 175. 148. 126.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CB4 1.38 1 FLOW 565. 534. 492. 448. 417. 360. 301. 253.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

ROUTED TO

+ RCB4 1.38 1 FLOW 565. 535. 492. 447. 416. 361. 302. 254.

TIME 4.00 4.00 4.00 4.00 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ B5 .45 1 FLOW 197. 186. 171. 156. 144. 124. 103. 85.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

ROUTED TO

+ RB5 .45 1 FLOW 196. 185. 171. 155. 144. 124. 103. 85.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ B6 .36 1 FLOW 177. 168. 156. 143. 133. 116. 97. 82.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

3 COMBINED AT

+ CB6 2.18 1 FLOW 884. 836. 770. 702. 653. 565. 471. 394.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCB6 2.18 1 FLOW 881. 835. 770. 701. 653. 564. 470. 392.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

HYDROGRAPH AT

+ M1 .51 1 FLOW 203. 192. 177. 163. 152. 132. 111. 93.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RM1 .51 1 FLOW 202. 191. 176. 162. 150. 130. 110. 93.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ M2 .47 1 FLOW 130. 121. 109. 97. 89. 73. 57. 45.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

2 COMBINED AT

+ CM2 .98 1 FLOW 332. 312. 286. 259. 239. 204. 166. 137.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCM2 .98 1 FLOW 329. 310. 283. 257. 238. 203. 166. 137.

TIME 4.00 4.00 4.08 4.08 4.08 4.08 4.08 4.08

 

HYDROGRAPH AT

+ M3 .29 1 FLOW 129. 122. 112. 102. 94. 81. 66. 55.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CM3 1.27 1 FLOW 429. 404. 369. 335. 309. 264. 215. 177.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCM3 1.27 1 FLOW 428. 403. 369. 334. 308. 262. 214. 176.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ M4 .28 1 FLOW 151. 144. 134. 124. 116. 103. 88. 76.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.83

 

2 COMBINED AT

+ CM4N 1.56 1 FLOW 563. 530. 486. 442. 409. 351. 289. 239.

TIME 3.92 3.92 3.92 3.92 3.92 4.00 4.00 4.00

 

2 COMBINED AT

+ CM4 3.74 1 FLOW 1443. 1363. 1253. 1141. 1060. 915. 759. 631.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCM4 3.74 1 FLOW 1441. 1358. 1251. 1139. 1051. 904. 752. 631.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

HYDROGRAPH AT

+ M6 .32 1 FLOW 156. 148. 137. 125. 117. 102. 85. 72.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CM6 4.05 1 FLOW 1562. 1473. 1358. 1237. 1143. 981. 813. 681.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

ROUTED TO

+ RCM6 4.05 1 FLOW 1553. 1468. 1349. 1227. 1137. 975. 813. 676.

TIME 4.17 4.17 4.17 4.17 4.17 4.25 4.25 4.25

 

HYDROGRAPH AT

+ M7 .51 1 FLOW 139. 130. 118. 105. 96. 80. 63. 50.

TIME 4.00 4.08 4.08 4.08 4.08 4.08 4.08 4.08

 

2 COMBINED AT

+ CM7 4.57 1 FLOW 1688. 1595. 1464. 1330. 1231. 1051. 873. 724.

TIME 4.17 4.17 4.17 4.17 4.17 4.25 4.25 4.25

 

HYDROGRAPH AT

+ B7 .26 1 FLOW 133. 126. 116. 106. 99. 85. 71. 60.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

ROUTED TO

+ RB7 .26 1 FLOW 133. 126. 116. 106. 98. 86. 72. 61.

TIME 3.75 3.75 3.75 3.75 3.83 3.83 3.83 3.83

 

HYDROGRAPH AT

+ B8 .33 1 FLOW 156. 147. 134. 122. 113. 96. 79. 65.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.67

 

2 COMBINED AT

+ CB8 .59 1 FLOW 278. 263. 241. 220. 204. 175. 145. 120.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCB8 .59 1 FLOW 280. 265. 244. 222. 206. 176. 144. 121.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ B9 .47 1 FLOW 195. 184. 169. 154. 143. 122. 101. 84.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

2 COMBINED AT

+ CB9 1.06 1 FLOW 458. 431. 394. 359. 333. 285. 235. 193.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCB9 1.06 1 FLOW 453. 428. 393. 357. 331. 283. 231. 190.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ B10 .50 1 FLOW 187. 176. 160. 145. 133. 113. 92. 74.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RB10 .50 1 FLOW 186. 175. 158. 143. 132. 112. 90. 74.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

2 COMBINED AT

+ CB10 1.56 1 FLOW 635. 597. 544. 493. 456. 389. 318. 260.

TIME 3.92 3.92 3.92 4.00 4.00 4.00 4.00 4.00

 

ROUTED TO

+ RCB10 1.56 1 FLOW 631. 594. 543. 491. 452. 383. 313. 259.

TIME 4.00 4.00 4.00 4.00 4.00 4.00 4.08 4.08

 

HYDROGRAPH AT

+ B11 .33 1 FLOW 171. 162. 150. 138. 129. 113. 95. 81.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CB11 1.89 1 FLOW 770. 723. 662. 601. 555. 473. 385. 316.

TIME 3.92 3.92 4.00 4.00 4.00 4.00 4.00 4.08

 

HYDROGRAPH AT

+ B12 .46 1 FLOW 228. 215. 198. 181. 168. 145. 120. 101.

TIME 3.67 3.67 3.67 3.67 3.67 3.67 3.67 3.75

 

ROUTED TO

+ RB12 .46 1 FLOW 225. 212. 196. 178. 167. 143. 118. 98.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

HYDROGRAPH AT

+ B13 .16 1 FLOW 73. 69. 64. 58. 54. 46. 38. 32.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

2 COMBINED AT

+ CB12 .62 1 FLOW 299. 281. 259. 236. 221. 190. 157. 130.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75

 

ROUTED TO

+ RCB12 .62 1 FLOW 295. 278. 256. 233. 218. 187. 155. 130.

TIME 3.75 3.75 3.75 3.75 3.75 3.75 3.83 3.83

 

2 COMBINED AT

+ CB13 2.51 1 FLOW 1036. 976. 891. 808. 746. 634. 515. 424.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

1

SUMMARY OF KINEMATIC WAVE - MUSKINGUM-CUNGE ROUTING

(FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW)

INTERPOLATED TO

COMPUTATION INTERVAL

ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME

PEAK PEAK

(MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN)

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.61 2602.70 236.14 2.19 5.00 2590.47 235.00 2.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4139E+03 EXCESS= .0000E+00 OUTFLOW= .4139E+03 BASIN STORAGE= .3340E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.64 2483.54 237.13 2.08 5.00 2471.77 235.00 2.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3940E+03 EXCESS= .0000E+00 OUTFLOW= .3940E+03 BASIN STORAGE= .3432E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.68 2322.32 236.73 1.94 5.00 2304.70 235.00 1.94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3665E+03 EXCESS= .0000E+00 OUTFLOW= .3665E+03 BASIN STORAGE= .3931E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.73 2152.80 236.75 1.79 5.00 2135.91 235.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3385E+03 EXCESS= .0000E+00 OUTFLOW= .3385E+03 BASIN STORAGE= .3865E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.77 2025.81 236.98 1.68 5.00 2009.36 235.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3177E+03 EXCESS= .0000E+00 OUTFLOW= .3177E+03 BASIN STORAGE= .3803E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.85 1794.92 237.06 1.48 5.00 1779.52 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2801E+03 EXCESS= .0000E+00 OUTFLOW= .2801E+03 BASIN STORAGE= .3255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 1.96 1545.70 237.23 1.27 5.00 1533.81 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2400E+03 EXCESS= .0000E+00 OUTFLOW= .2400E+03 BASIN STORAGE= .3277E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RRR2 MANE 2.07 1341.36 238.02 1.10 5.00 1332.58 240.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2073E+03 EXCESS= .0000E+00 OUTFLOW= .2073E+03 BASIN STORAGE= .3864E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.23 360.27 216.42 1.81 5.00 355.56 220.00 1.81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3729E+02 EXCESS= .0000E+00 OUTFLOW= .3730E+02 BASIN STORAGE= .1764E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.28 343.32 219.60 1.72 5.00 339.75 220.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3549E+02 EXCESS= .0000E+00 OUTFLOW= .3549E+02 BASIN STORAGE= .1825E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.35 326.11 217.66 1.60 5.00 317.04 220.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3298E+02 EXCESS= .0000E+00 OUTFLOW= .3299E+02 BASIN STORAGE= .1989E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.43 299.46 219.42 1.48 5.00 295.40 220.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3044E+02 EXCESS= .0000E+00 OUTFLOW= .3045E+02 BASIN STORAGE= .1996E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.49 280.11 216.61 1.39 5.00 278.77 220.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2856E+02 EXCESS= .0000E+00 OUTFLOW= .2857E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.63 252.38 217.65 1.22 5.00 245.73 220.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2514E+02 EXCESS= .0000E+00 OUTFLOW= .2515E+02 BASIN STORAGE= .2091E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.80 213.34 220.40 1.04 5.00 213.28 220.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2150E+02 EXCESS= .0000E+00 OUTFLOW= .2150E+02 BASIN STORAGE= .1802E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RD1 MANE 3.97 190.86 218.43 .90 5.00 186.06 220.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1855E+02 EXCESS= .0000E+00 OUTFLOW= .1855E+02 BASIN STORAGE= .1887E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.36 891.11 217.53 1.89 5.00 858.06 215.00 1.90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9172E+02 EXCESS= .0000E+00 OUTFLOW= .9173E+02 BASIN STORAGE= .1500E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.40 843.22 218.23 1.81 5.00 816.09 215.00 1.81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8742E+02 EXCESS= .0000E+00 OUTFLOW= .8743E+02 BASIN STORAGE= .1713E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.45 795.96 217.82 1.68 5.00 765.02 215.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8147E+02 EXCESS= .0000E+00 OUTFLOW= .8148E+02 BASIN STORAGE= .1387E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.50 739.59 217.90 1.56 5.00 710.94 220.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7545E+02 EXCESS= .0000E+00 OUTFLOW= .7546E+02 BASIN STORAGE= .1960E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.55 692.98 216.86 1.47 5.00 670.01 220.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7095E+02 EXCESS= .0000E+00 OUTFLOW= .7096E+02 BASIN STORAGE= .1919E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.64 616.61 216.88 1.30 5.00 599.10 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6279E+02 EXCESS= .0000E+00 OUTFLOW= .6279E+02 BASIN STORAGE= .1768E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.77 535.67 218.58 1.12 5.00 520.05 220.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5410E+02 EXCESS= .0000E+00 OUTFLOW= .5411E+02 BASIN STORAGE= .1721E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD2 MANE 2.88 466.19 219.23 .97 5.00 457.25 220.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4696E+02 EXCESS= .0000E+00 OUTFLOW= .4696E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 1.81 2563.29 247.42 1.92 5.00 2556.31 250.00 1.92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4704E+03 EXCESS= .0000E+00 OUTFLOW= .4704E+03 BASIN STORAGE= .1770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 1.83 2443.69 247.51 1.82 5.00 2437.54 250.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4475E+03 EXCESS= .0000E+00 OUTFLOW= .4475E+03 BASIN STORAGE= .1839E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 1.87 2277.69 247.45 1.69 5.00 2272.52 250.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4157E+03 EXCESS= .0000E+00 OUTFLOW= .4157E+03 BASIN STORAGE= .1806E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 1.92 2108.14 247.80 1.56 5.00 2103.89 250.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3835E+03 EXCESS= .0000E+00 OUTFLOW= .3835E+03 BASIN STORAGE= .1502E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 1.96 1981.25 248.77 1.47 5.00 1977.74 250.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3596E+03 EXCESS= .0000E+00 OUTFLOW= .3596E+03 BASIN STORAGE= .1537E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 2.04 1751.46 248.39 1.29 5.00 1748.47 250.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3164E+03 EXCESS= .0000E+00 OUTFLOW= .3164E+03 BASIN STORAGE= .1844E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 2.14 1502.77 249.86 1.10 5.00 1502.62 250.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2703E+03 EXCESS= .0000E+00 OUTFLOW= .2703E+03 BASIN STORAGE= .1591E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-RR14A MANE 2.23 1299.66 250.30 .95 5.00 1299.40 250.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2329E+03 EXCESS= .0000E+00 OUTFLOW= .2329E+03 BASIN STORAGE= .2073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.60 2651.20 246.69 1.89 5.00 2639.89 250.00 1.89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5055E+03 EXCESS= .0000E+00 OUTFLOW= .5055E+03 BASIN STORAGE= .2335E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.63 2525.19 247.44 1.80 5.00 2517.63 250.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4807E+03 EXCESS= .0000E+00 OUTFLOW= .4807E+03 BASIN STORAGE= .2379E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.67 2354.28 246.74 1.67 5.00 2346.36 250.00 1.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4465E+03 EXCESS= .0000E+00 OUTFLOW= .4465E+03 BASIN STORAGE= .1937E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.71 2176.65 248.12 1.54 5.00 2172.19 250.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4117E+03 EXCESS= .0000E+00 OUTFLOW= .4118E+03 BASIN STORAGE= .1939E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.75 2045.65 248.13 1.44 5.00 2041.78 250.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3859E+03 EXCESS= .0000E+00 OUTFLOW= .3859E+03 BASIN STORAGE= .1862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.82 1807.99 247.76 1.27 5.00 1804.99 250.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3393E+03 EXCESS= .0000E+00 OUTFLOW= .3393E+03 BASIN STORAGE= .1880E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 1.92 1550.21 249.23 1.08 5.00 1549.92 250.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2896E+03 EXCESS= .0000E+00 OUTFLOW= .2897E+03 BASIN STORAGE= .1884E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD4 MANE 2.01 1340.23 251.60 .93 5.00 1340.02 250.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2494E+03 EXCESS= .0000E+00 OUTFLOW= .2494E+03 BASIN STORAGE= .1989E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.20 2726.79 248.19 1.88 5.00 2718.48 245.00 1.88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5397E+03 EXCESS= .0000E+00 OUTFLOW= .5397E+03 BASIN STORAGE= .3071E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.23 2598.14 247.75 1.79 5.00 2593.39 250.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5132E+03 EXCESS= .0000E+00 OUTFLOW= .5132E+03 BASIN STORAGE= .2809E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.29 2421.70 249.19 1.66 5.00 2416.10 250.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4767E+03 EXCESS= .0000E+00 OUTFLOW= .4767E+03 BASIN STORAGE= .2543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.35 2240.22 248.73 1.53 5.00 2235.30 250.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4395E+03 EXCESS= .0000E+00 OUTFLOW= .4395E+03 BASIN STORAGE= .2892E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.40 2105.94 249.20 1.44 5.00 2102.21 250.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4120E+03 EXCESS= .0000E+00 OUTFLOW= .4120E+03 BASIN STORAGE= .2693E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.50 1861.57 249.85 1.26 5.00 1860.84 250.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3622E+03 EXCESS= .0000E+00 OUTFLOW= .3622E+03 BASIN STORAGE= .2511E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.63 1595.60 249.91 1.08 5.00 1595.42 250.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3091E+03 EXCESS= .0000E+00 OUTFLOW= .3091E+03 BASIN STORAGE= .2624E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRD5 MANE 2.76 1379.86 251.33 .93 5.00 1376.16 250.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2662E+03 EXCESS= .0000E+00 OUTFLOW= .2662E+03 BASIN STORAGE= .2816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

ROUTRR MANE .25 .00 189.75 .00 5.00 .00 190.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2627E-07 EXCESS= .0000E+00 OUTFLOW= .2627E-07 BASIN STORAGE= .2332E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE .50 .00 297.00 .00 5.00 .00 295.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1642E-06 EXCESS= .0000E+00 OUTFLOW= .1642E-06 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE 1.00 .00 414.00 .00 5.00 .00 415.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8048E-07 EXCESS= .0000E+00 OUTFLOW= .8048E-07 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE .50 .00 247.00 .00 5.00 .00 245.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6568E-07 EXCESS= .0000E+00 OUTFLOW= .6568E-07 BASIN STORAGE= .2332E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE 1.00 .00 433.00 .00 5.00 .00 435.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1642E-06 EXCESS= .0000E+00 OUTFLOW= .1642E-06 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE .50 .00 344.50 .00 5.00 .00 345.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5337E-07 EXCESS= .0000E+00 OUTFLOW= .5337E-07 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE 1.00 .00 464.00 .00 5.00 .00 465.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8046E-07 EXCESS= .0000E+00 OUTFLOW= .8046E-07 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

ROUTRR MANE .75 .00 409.50 .00 5.00 .00 410.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1064E-06 EXCESS= .0000E+00 OUTFLOW= .1064E-06 BASIN STORAGE= .3769E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCR3A MANE 3.96 162.28 213.83 .00 5.00 160.92 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1388E+02 EXCESS= .0000E+00 OUTFLOW= .1388E+02 BASIN STORAGE= .7085E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.00 152.37 216.08 .00 5.00 149.80 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1308E+02 EXCESS= .0000E+00 OUTFLOW= .1308E+02 BASIN STORAGE= .6727E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.06 142.26 215.39 .00 5.00 140.75 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+02 EXCESS= .0000E+00 OUTFLOW= .1208E+02 BASIN STORAGE= .4470E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.13 131.40 214.97 .00 5.00 131.33 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1106E+02 EXCESS= .0000E+00 OUTFLOW= .1106E+02 BASIN STORAGE= .5598E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.19 120.48 213.75 .00 5.00 120.09 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1029E+02 EXCESS= .0000E+00 OUTFLOW= .1029E+02 BASIN STORAGE= .4278E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.31 106.64 215.41 .00 5.00 105.14 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8890E+01 EXCESS= .0000E+00 OUTFLOW= .8890E+01 BASIN STORAGE= .5557E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.46 88.35 214.01 .00 5.00 88.17 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7453E+01 EXCESS= .0000E+00 OUTFLOW= .7453E+01 BASIN STORAGE= .4814E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR3A MANE 4.61 75.62 216.57 .00 5.00 72.40 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6279E+01 EXCESS= .0000E+00 OUTFLOW= .6279E+01 BASIN STORAGE= .4822E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.54 355.93 221.26 .02 5.00 353.85 220.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5710E+02 EXCESS= .0000E+00 OUTFLOW= .5710E+02 BASIN STORAGE= .1862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.56 338.35 220.61 .02 5.00 337.07 220.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5415E+02 EXCESS= .0000E+00 OUTFLOW= .5415E+02 BASIN STORAGE= .1816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.61 316.15 221.96 .02 5.00 314.25 220.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5011E+02 EXCESS= .0000E+00 OUTFLOW= .5011E+02 BASIN STORAGE= .1771E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.66 291.36 220.94 .02 5.00 289.82 220.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4599E+02 EXCESS= .0000E+00 OUTFLOW= .4599E+02 BASIN STORAGE= .1889E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.72 269.44 221.45 .01 5.00 267.05 220.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4287E+02 EXCESS= .0000E+00 OUTFLOW= .4287E+02 BASIN STORAGE= .1843E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.80 238.36 221.43 .01 5.00 235.83 220.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3737E+02 EXCESS= .0000E+00 OUTFLOW= .3737E+02 BASIN STORAGE= .2056E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 1.93 199.98 222.33 .01 5.00 196.99 220.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3154E+02 EXCESS= .0000E+00 OUTFLOW= .3154E+02 BASIN STORAGE= .2029E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1 MANE 2.07 169.17 223.22 .01 5.00 166.65 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2684E+02 EXCESS= .0000E+00 OUTFLOW= .2684E+02 BASIN STORAGE= .1838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 2.81 350.98 222.23 .02 5.00 350.42 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5710E+02 EXCESS= .0000E+00 OUTFLOW= .5710E+02 BASIN STORAGE= .1258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 2.86 334.80 222.72 .02 5.00 333.62 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5417E+02 EXCESS= .0000E+00 OUTFLOW= .5417E+02 BASIN STORAGE= .1380E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 2.92 310.53 224.65 .02 5.00 309.93 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5012E+02 EXCESS= .0000E+00 OUTFLOW= .5012E+02 BASIN STORAGE= .1390E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 2.99 286.36 224.32 .02 5.00 285.71 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4599E+02 EXCESS= .0000E+00 OUTFLOW= .4599E+02 BASIN STORAGE= .1165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 3.07 264.96 223.89 .01 5.00 264.89 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4287E+02 EXCESS= .0000E+00 OUTFLOW= .4287E+02 BASIN STORAGE= .1435E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 3.19 234.55 223.04 .01 5.00 233.99 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3737E+02 EXCESS= .0000E+00 OUTFLOW= .3737E+02 BASIN STORAGE= .1200E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 3.37 196.45 225.61 .01 5.00 196.07 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3154E+02 EXCESS= .0000E+00 OUTFLOW= .3154E+02 BASIN STORAGE= .1209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR1A MANE 3.54 167.17 226.87 .01 5.00 166.39 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2683E+02 EXCESS= .0000E+00 OUTFLOW= .2683E+02 BASIN STORAGE= .1246E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 1.88 427.96 227.71 .02 5.00 423.74 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6818E+02 EXCESS= .0000E+00 OUTFLOW= .6818E+02 BASIN STORAGE= .8676E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 1.92 403.94 227.92 .02 5.00 399.72 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6437E+02 EXCESS= .0000E+00 OUTFLOW= .6437E+02 BASIN STORAGE= .9331E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 1.97 371.03 228.10 .02 5.00 367.39 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5911E+02 EXCESS= .0000E+00 OUTFLOW= .5911E+02 BASIN STORAGE= .8563E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 2.02 336.97 228.76 .02 5.00 334.65 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5383E+02 EXCESS= .0000E+00 OUTFLOW= .5383E+02 BASIN STORAGE= .8826E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 2.08 310.36 228.58 .02 5.00 308.19 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4987E+02 EXCESS= .0000E+00 OUTFLOW= .4987E+02 BASIN STORAGE= .9675E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 2.17 267.29 228.29 .01 5.00 265.01 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4293E+02 EXCESS= .0000E+00 OUTFLOW= .4293E+02 BASIN STORAGE= .8616E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 2.31 219.56 228.75 .01 5.00 219.16 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3567E+02 EXCESS= .0000E+00 OUTFLOW= .3567E+02 BASIN STORAGE= .9952E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR2 MANE 2.44 182.78 241.74 .01 5.00 182.53 240.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2991E+02 EXCESS= .0000E+00 OUTFLOW= .2991E+02 BASIN STORAGE= .9220E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R3B MANE 4.75 195.17 223.25 1.49 5.00 190.09 220.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1593E+02 EXCESS= .0000E+00 OUTFLOW= .1594E+02 BASIN STORAGE= .7072E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R3B MANE 4.75 187.84 223.25 1.41 5.00 180.23 220.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1510E+02 EXCESS= .0000E+00 OUTFLOW= .1510E+02 BASIN STORAGE= .6988E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 172.51 220.00 1.30 5.00 172.51 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1393E+02 EXCESS= .0000E+00 OUTFLOW= .1392E+02 BASIN STORAGE= .6594E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 158.79 225.00 1.19 5.00 158.79 225.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1277E+02 EXCESS= .0000E+00 OUTFLOW= .1277E+02 BASIN STORAGE= .6467E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 151.59 225.00 1.11 5.00 151.59 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1191E+02 EXCESS= .0000E+00 OUTFLOW= .1191E+02 BASIN STORAGE= .6372E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 137.46 225.00 .97 5.00 137.46 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+02 EXCESS= .0000E+00 OUTFLOW= .1037E+02 BASIN STORAGE= .6120E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 115.52 225.00 .82 5.00 115.52 225.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8744E+01 EXCESS= .0000E+00 OUTFLOW= .8739E+01 BASIN STORAGE= .6234E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R3B MANE 5.00 99.55 225.00 .69 5.00 99.55 225.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7433E+01 EXCESS= .0000E+00 OUTFLOW= .7434E+01 BASIN STORAGE= .6038E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 100.75 220.00 1.48 5.00 100.75 220.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8860E+01 EXCESS= .0000E+00 OUTFLOW= .8865E+01 BASIN STORAGE= .5014E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 96.56 225.00 1.41 5.00 96.56 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8398E+01 EXCESS= .0000E+00 OUTFLOW= .8402E+01 BASIN STORAGE= .4694E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 90.84 225.00 1.30 5.00 90.84 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7760E+01 EXCESS= .0000E+00 OUTFLOW= .7764E+01 BASIN STORAGE= .4598E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 84.80 225.00 1.19 5.00 84.80 225.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7115E+01 EXCESS= .0000E+00 OUTFLOW= .7119E+01 BASIN STORAGE= .4493E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 80.15 225.00 1.11 5.00 80.15 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6638E+01 EXCESS= .0000E+00 OUTFLOW= .6642E+01 BASIN STORAGE= .4412E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 71.36 225.00 .97 5.00 71.36 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5780E+01 EXCESS= .0000E+00 OUTFLOW= .5785E+01 BASIN STORAGE= .4254E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 61.36 225.00 .82 5.00 61.36 225.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4872E+01 EXCESS= .0000E+00 OUTFLOW= .4876E+01 BASIN STORAGE= .4067E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

R-R4A MANE 5.00 51.33 225.00 .69 5.00 51.33 225.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4142E+01 EXCESS= .0000E+00 OUTFLOW= .4145E+01 BASIN STORAGE= .4179E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 185.44 215.00 1.49 5.00 185.44 215.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1566E+02 EXCESS= .0000E+00 OUTFLOW= .1566E+02 BASIN STORAGE= .3362E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 175.62 215.00 1.41 5.00 175.62 215.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1485E+02 EXCESS= .0000E+00 OUTFLOW= .1485E+02 BASIN STORAGE= .3309E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 161.99 215.00 1.31 5.00 161.99 215.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1372E+02 EXCESS= .0000E+00 OUTFLOW= .1372E+02 BASIN STORAGE= .3233E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 149.04 220.00 1.20 5.00 149.04 220.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+02 EXCESS= .0000E+00 OUTFLOW= .1259E+02 BASIN STORAGE= .3151E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 140.82 220.00 1.12 5.00 140.82 220.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1174E+02 EXCESS= .0000E+00 OUTFLOW= .1175E+02 BASIN STORAGE= .3087E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 125.57 220.00 .97 5.00 125.57 220.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .2964E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 108.67 220.00 .82 5.00 108.67 220.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8628E+01 EXCESS= .0000E+00 OUTFLOW= .8632E+01 BASIN STORAGE= .2818E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4B MANE 5.00 94.40 220.00 .70 5.00 94.40 220.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7339E+01 EXCESS= .0000E+00 OUTFLOW= .7343E+01 BASIN STORAGE= .2626E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.06 342.72 216.59 1.41 5.00 337.25 220.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3277E+02 EXCESS= .0000E+00 OUTFLOW= .3277E+02 BASIN STORAGE= .1249E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.08 325.13 217.06 1.33 5.00 320.77 220.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3101E+02 EXCESS= .0000E+00 OUTFLOW= .3101E+02 BASIN STORAGE= .1251E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.12 300.11 217.45 1.23 5.00 298.74 220.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2859E+02 EXCESS= .0000E+00 OUTFLOW= .2859E+02 BASIN STORAGE= .1271E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.15 276.62 219.77 1.12 5.00 275.95 220.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2615E+02 EXCESS= .0000E+00 OUTFLOW= .2615E+02 BASIN STORAGE= .1240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.18 258.61 219.48 1.04 5.00 257.99 220.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2435E+02 EXCESS= .0000E+00 OUTFLOW= .2435E+02 BASIN STORAGE= .1351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.24 227.00 219.72 .91 5.00 226.76 220.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2111E+02 EXCESS= .0000E+00 OUTFLOW= .2111E+02 BASIN STORAGE= .1242E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.32 192.85 220.90 .76 5.00 191.98 220.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1770E+02 EXCESS= .0000E+00 OUTFLOW= .1770E+02 BASIN STORAGE= .1273E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR4 MANE 1.41 165.29 220.83 .64 5.00 163.49 220.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1497E+02 EXCESS= .0000E+00 OUTFLOW= .1497E+02 BASIN STORAGE= .1343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.29 1189.53 222.37 .05 5.00 1162.86 225.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1486E+03 EXCESS= .0000E+00 OUTFLOW= .1486E+03 BASIN STORAGE= .1737E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.33 1116.46 224.01 .05 5.00 1096.28 225.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1403E+03 EXCESS= .0000E+00 OUTFLOW= .1403E+03 BASIN STORAGE= .1730E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.39 1040.41 224.63 .04 5.00 1033.01 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1290E+03 EXCESS= .0000E+00 OUTFLOW= .1290E+03 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.46 951.85 223.81 .04 5.00 941.02 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+03 EXCESS= .0000E+00 OUTFLOW= .1176E+03 BASIN STORAGE= .1363E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.52 883.16 224.31 .04 5.00 876.41 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+03 EXCESS= .0000E+00 OUTFLOW= .1091E+03 BASIN STORAGE= .1728E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.63 760.77 223.74 .03 5.00 758.95 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9409E+02 EXCESS= .0000E+00 OUTFLOW= .9410E+02 BASIN STORAGE= .1704E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.78 635.65 225.38 .03 5.00 633.06 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7837E+02 EXCESS= .0000E+00 OUTFLOW= .7837E+02 BASIN STORAGE= .1725E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR3 MANE 2.93 532.68 225.82 .02 5.00 527.28 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6582E+02 EXCESS= .0000E+00 OUTFLOW= .6582E+02 BASIN STORAGE= .1360E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4D MANE .75 .00 1181.25 .00 5.00 .00 1180.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1471E-05 EXCESS= .0000E+00 OUTFLOW= .1471E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE .75 .00 1177.50 .00 5.00 .00 1175.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1108E-05 EXCESS= .0000E+00 OUTFLOW= .1108E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE .75 .00 1074.00 .00 5.00 .00 1075.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1032E-05 EXCESS= .0000E+00 OUTFLOW= .1009E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE .75 .00 1059.75 .00 5.00 .00 1060.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E-05 EXCESS= .0000E+00 OUTFLOW= .1076E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE .50 .00 950.00 .00 5.00 .00 950.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9400E-06 EXCESS= .0000E+00 OUTFLOW= .9305E-06 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE 1.00 .00 937.00 .00 5.00 .00 935.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E-05 EXCESS= .0000E+00 OUTFLOW= .1169E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE .25 .00 732.50 .00 5.00 .00 735.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E-05 EXCESS= .0000E+00 OUTFLOW= .1202E-05 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

R-R4D MANE 1.25 .00 851.25 .00 5.00 .00 850.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8539E-06 EXCESS= .0000E+00 OUTFLOW= .8526E-06 BASIN STORAGE= .5223E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 1.99 265.86 223.23 .10 5.00 262.13 220.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3062E+02 EXCESS= .0000E+00 OUTFLOW= .3062E+02 BASIN STORAGE= .2545E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.04 253.56 222.10 .09 5.00 248.25 220.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2891E+02 EXCESS= .0000E+00 OUTFLOW= .2891E+02 BASIN STORAGE= .2544E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.11 232.25 223.17 .08 5.00 227.80 220.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2657E+02 EXCESS= .0000E+00 OUTFLOW= .2657E+02 BASIN STORAGE= .2342E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.18 212.74 222.66 .08 5.00 207.96 220.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2421E+02 EXCESS= .0000E+00 OUTFLOW= .2421E+02 BASIN STORAGE= .2607E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.25 197.97 222.50 .07 5.00 193.56 225.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2247E+02 EXCESS= .0000E+00 OUTFLOW= .2247E+02 BASIN STORAGE= .2614E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.38 169.83 224.00 .06 5.00 167.07 225.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1935E+02 EXCESS= .0000E+00 OUTFLOW= .1936E+02 BASIN STORAGE= .2262E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.56 142.02 223.08 .05 5.00 140.08 225.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1609E+02 EXCESS= .0000E+00 OUTFLOW= .1609E+02 BASIN STORAGE= .2636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR5 MANE 2.75 119.24 222.91 .04 5.00 118.06 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1349E+02 EXCESS= .0000E+00 OUTFLOW= .1349E+02 BASIN STORAGE= .2584E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 499.39 230.00 1.50 5.00 499.39 230.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5687E+02 EXCESS= .0000E+00 OUTFLOW= .5690E+02 BASIN STORAGE= .6081E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 475.48 230.00 1.42 5.00 475.48 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5391E+02 EXCESS= .0000E+00 OUTFLOW= .5394E+02 BASIN STORAGE= .5957E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 442.15 230.00 1.31 5.00 442.15 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4984E+02 EXCESS= .0000E+00 OUTFLOW= .4986E+02 BASIN STORAGE= .8178E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 407.95 230.00 1.20 5.00 407.95 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4571E+02 EXCESS= .0000E+00 OUTFLOW= .4574E+02 BASIN STORAGE= .7903E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 382.31 230.00 1.12 5.00 382.31 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4266E+02 EXCESS= .0000E+00 OUTFLOW= .4268E+02 BASIN STORAGE= .7689E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 335.29 230.00 .98 5.00 335.29 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3717E+02 EXCESS= .0000E+00 OUTFLOW= .3719E+02 BASIN STORAGE= .6088E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 284.09 230.00 .83 5.00 284.09 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3135E+02 EXCESS= .0000E+00 OUTFLOW= .3137E+02 BASIN STORAGE= .5722E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4C MANE 5.00 241.67 230.00 .70 5.00 241.67 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2667E+02 EXCESS= .0000E+00 OUTFLOW= .2669E+02 BASIN STORAGE= .8083E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.46 119.39 235.06 .61 5.00 119.37 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1692E+02 EXCESS= .0000E+00 OUTFLOW= .1692E+02 BASIN STORAGE= .3705E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.52 109.13 235.83 .56 5.00 109.03 235.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1558E+02 EXCESS= .0000E+00 OUTFLOW= .1558E+02 BASIN STORAGE= .4237E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.61 95.69 238.56 .49 5.00 95.58 235.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1379E+02 EXCESS= .0000E+00 OUTFLOW= .1379E+02 BASIN STORAGE= .4494E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.73 82.30 238.41 .43 5.00 81.97 235.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+02 EXCESS= .0000E+00 OUTFLOW= .1202E+02 BASIN STORAGE= .4229E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.50 72.69 238.00 .39 5.00 72.13 240.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1075E+02 EXCESS= .0000E+00 OUTFLOW= .1076E+02 BASIN STORAGE= .4306E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.50 57.51 308.00 .31 5.00 56.84 310.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8568E+01 EXCESS= .0000E+00 OUTFLOW= .8568E+01 BASIN STORAGE= .3789E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.75 45.64 307.50 .23 5.00 45.09 310.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6400E+01 EXCESS= .0000E+00 OUTFLOW= .6400E+01 BASIN STORAGE= .4118E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR7 MANE 3.75 36.30 307.50 .17 5.00 35.95 310.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4785E+01 EXCESS= .0000E+00 OUTFLOW= .4785E+01 BASIN STORAGE= .3448E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.33 2394.75 225.42 .09 5.00 2382.90 225.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3036E+03 EXCESS= .0000E+00 OUTFLOW= .3036E+03 BASIN STORAGE= .3485E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.36 2255.64 225.33 .08 5.00 2246.10 225.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+03 EXCESS= .0000E+00 OUTFLOW= .2863E+03 BASIN STORAGE= .3386E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.40 2103.03 226.48 .08 5.00 2081.12 225.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2630E+03 EXCESS= .0000E+00 OUTFLOW= .2630E+03 BASIN STORAGE= .3764E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.45 1916.23 226.49 .07 5.00 1888.78 225.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2394E+03 EXCESS= .0000E+00 OUTFLOW= .2394E+03 BASIN STORAGE= .3542E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.50 1769.73 225.85 .06 5.00 1746.36 225.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2220E+03 EXCESS= .0000E+00 OUTFLOW= .2221E+03 BASIN STORAGE= .3762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.59 1524.42 227.26 .06 5.00 1495.21 225.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1911E+03 EXCESS= .0000E+00 OUTFLOW= .1911E+03 BASIN STORAGE= .3490E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.71 1263.94 228.00 .05 5.00 1244.52 230.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1587E+03 EXCESS= .0000E+00 OUTFLOW= .1587E+03 BASIN STORAGE= .3857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR8 MANE 1.85 1054.93 227.26 .04 5.00 1044.85 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1330E+03 EXCESS= .0000E+00 OUTFLOW= .1330E+03 BASIN STORAGE= .3445E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 1.87 226.41 231.85 1.69 5.00 224.31 230.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3354E+02 EXCESS= .0000E+00 OUTFLOW= .3354E+02 BASIN STORAGE= .2025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 1.90 216.00 232.38 1.61 5.00 213.94 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3194E+02 EXCESS= .0000E+00 OUTFLOW= .3194E+02 BASIN STORAGE= .2021E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 1.96 201.53 232.93 1.49 5.00 199.84 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2972E+02 EXCESS= .0000E+00 OUTFLOW= .2973E+02 BASIN STORAGE= .1905E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 2.02 187.17 231.95 1.38 5.00 185.45 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2747E+02 EXCESS= .0000E+00 OUTFLOW= .2748E+02 BASIN STORAGE= .2049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 2.07 175.97 233.45 1.30 5.00 174.59 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2580E+02 EXCESS= .0000E+00 OUTFLOW= .2580E+02 BASIN STORAGE= .2052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 2.17 156.00 234.04 1.14 5.00 154.94 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2277E+02 EXCESS= .0000E+00 OUTFLOW= .2278E+02 BASIN STORAGE= .1846E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 2.30 134.68 234.48 .98 5.00 134.13 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1954E+02 EXCESS= .0000E+00 OUTFLOW= .1954E+02 BASIN STORAGE= .2050E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR9 MANE 2.43 117.13 233.42 .85 5.00 116.56 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1690E+02 EXCESS= .0000E+00 OUTFLOW= .1690E+02 BASIN STORAGE= .2027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.40 487.25 231.66 1.61 5.00 486.17 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7056E+02 EXCESS= .0000E+00 OUTFLOW= .7056E+02 BASIN STORAGE= .2122E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.43 464.22 230.42 1.53 5.00 463.20 230.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6711E+02 EXCESS= .0000E+00 OUTFLOW= .6711E+02 BASIN STORAGE= .2139E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.47 433.71 231.08 1.43 5.00 431.27 230.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6234E+02 EXCESS= .0000E+00 OUTFLOW= .6234E+02 BASIN STORAGE= .1842E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.52 400.78 230.70 1.31 5.00 399.30 230.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5750E+02 EXCESS= .0000E+00 OUTFLOW= .5750E+02 BASIN STORAGE= .1956E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.56 377.41 231.81 1.23 5.00 375.22 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+02 EXCESS= .0000E+00 OUTFLOW= .5391E+02 BASIN STORAGE= .1895E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.63 333.65 232.05 1.08 5.00 331.37 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4741E+02 EXCESS= .0000E+00 OUTFLOW= .4741E+02 BASIN STORAGE= .2049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.74 286.05 232.72 .93 5.00 284.21 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4049E+02 EXCESS= .0000E+00 OUTFLOW= .4049E+02 BASIN STORAGE= .1870E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR10 MANE 1.84 247.86 232.07 .80 5.00 244.91 230.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3487E+02 EXCESS= .0000E+00 OUTFLOW= .3487E+02 BASIN STORAGE= .1955E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 2.68 578.40 230.40 1.42 5.00 577.20 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8267E+02 EXCESS= .0000E+00 OUTFLOW= .8267E+02 BASIN STORAGE= .3789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 2.74 547.00 229.74 1.34 5.00 546.96 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7837E+02 EXCESS= .0000E+00 OUTFLOW= .7838E+02 BASIN STORAGE= .3854E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 2.82 508.57 231.23 1.24 5.00 505.56 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7248E+02 EXCESS= .0000E+00 OUTFLOW= .7249E+02 BASIN STORAGE= .4258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 2.91 465.80 230.26 1.14 5.00 464.96 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6652E+02 EXCESS= .0000E+00 OUTFLOW= .6653E+02 BASIN STORAGE= .4285E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 2.99 435.60 230.51 1.06 5.00 434.12 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6212E+02 EXCESS= .0000E+00 OUTFLOW= .6212E+02 BASIN STORAGE= .3750E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 3.16 381.38 233.70 .93 5.00 378.98 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5420E+02 EXCESS= .0000E+00 OUTFLOW= .5421E+02 BASIN STORAGE= .3862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 3.37 324.45 232.85 .79 5.00 321.84 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4583E+02 EXCESS= .0000E+00 OUTFLOW= .4584E+02 BASIN STORAGE= .4780E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR11 MANE 3.60 276.81 233.92 .67 5.00 275.64 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3909E+02 EXCESS= .0000E+00 OUTFLOW= .3909E+02 BASIN STORAGE= .4147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 2.56 3400.24 227.63 .13 5.00 3387.65 230.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4538E+03 EXCESS= .0000E+00 OUTFLOW= .4538E+03 BASIN STORAGE= .9523E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 2.62 3212.31 227.70 .12 5.00 3202.23 230.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4288E+03 EXCESS= .0000E+00 OUTFLOW= .4289E+03 BASIN STORAGE= .7692E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 2.70 2974.00 229.36 .11 5.00 2957.80 230.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3949E+03 EXCESS= .0000E+00 OUTFLOW= .3949E+03 BASIN STORAGE= .7377E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 2.80 2715.14 229.70 .10 5.00 2708.59 230.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3608E+03 EXCESS= .0000E+00 OUTFLOW= .3608E+03 BASIN STORAGE= .8601E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 2.89 2523.89 228.06 .09 5.00 2523.42 230.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3356E+03 EXCESS= .0000E+00 OUTFLOW= .3357E+03 BASIN STORAGE= .7397E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 3.06 2183.36 229.85 .08 5.00 2182.25 230.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2906E+03 EXCESS= .0000E+00 OUTFLOW= .2906E+03 BASIN STORAGE= .7628E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 3.28 1826.29 233.04 .07 5.00 1820.29 230.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2433E+03 EXCESS= .0000E+00 OUTFLOW= .2434E+03 BASIN STORAGE= .8391E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR13 MANE 3.51 1540.49 231.76 .06 5.00 1525.04 230.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2056E+03 EXCESS= .0000E+00 OUTFLOW= .2056E+03 BASIN STORAGE= .9751E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .37 3587.29 230.14 .13 5.00 3586.59 230.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4827E+03 EXCESS= .0000E+00 OUTFLOW= .4827E+03 BASIN STORAGE= .1085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .38 3391.93 230.05 .13 5.00 3391.46 230.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4561E+03 EXCESS= .0000E+00 OUTFLOW= .4561E+03 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .39 3133.59 230.40 .12 5.00 3132.62 230.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4202E+03 EXCESS= .0000E+00 OUTFLOW= .4202E+03 BASIN STORAGE= .1099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .40 2869.41 230.13 .11 5.00 2867.49 230.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3841E+03 EXCESS= .0000E+00 OUTFLOW= .3841E+03 BASIN STORAGE= .1092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .42 2675.03 230.46 .10 5.00 2672.28 230.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3573E+03 EXCESS= .0000E+00 OUTFLOW= .3573E+03 BASIN STORAGE= .1100E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .44 2316.41 230.49 .09 5.00 2310.38 230.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3096E+03 EXCESS= .0000E+00 OUTFLOW= .3096E+03 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .47 1934.73 230.65 .07 5.00 1926.50 230.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2595E+03 EXCESS= .0000E+00 OUTFLOW= .2595E+03 BASIN STORAGE= .1131E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR14 MANE .51 1624.45 230.66 .06 5.00 1614.12 230.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2194E+03 EXCESS= .0000E+00 OUTFLOW= .2194E+03 BASIN STORAGE= .1098E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 264.45 235.00 1.39 5.00 264.45 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3413E+02 EXCESS= .0000E+00 OUTFLOW= .3414E+02 BASIN STORAGE= .5400E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 251.19 235.00 1.32 5.00 251.19 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3230E+02 EXCESS= .0000E+00 OUTFLOW= .3231E+02 BASIN STORAGE= .5275E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 232.77 235.00 1.21 5.00 232.77 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2978E+02 EXCESS= .0000E+00 OUTFLOW= .2979E+02 BASIN STORAGE= .4920E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 213.95 235.00 1.11 5.00 213.95 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2724E+02 EXCESS= .0000E+00 OUTFLOW= .2725E+02 BASIN STORAGE= .4598E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 199.91 235.00 1.03 5.00 199.91 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2536E+02 EXCESS= .0000E+00 OUTFLOW= .2537E+02 BASIN STORAGE= .4461E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 174.34 235.00 .90 5.00 174.34 235.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2198E+02 EXCESS= .0000E+00 OUTFLOW= .2199E+02 BASIN STORAGE= .4198E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 147.01 235.00 .75 5.00 147.01 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1843E+02 EXCESS= .0000E+00 OUTFLOW= .1843E+02 BASIN STORAGE= .4430E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFR15 MANE 5.00 124.42 235.00 .64 5.00 124.42 235.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1558E+02 EXCESS= .0000E+00 OUTFLOW= .1558E+02 BASIN STORAGE= .5868E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 1.79 376.47 231.02 1.36 5.00 375.24 230.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5027E+02 EXCESS= .0000E+00 OUTFLOW= .5027E+02 BASIN STORAGE= .2310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 1.83 356.55 232.43 1.29 5.00 354.89 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4755E+02 EXCESS= .0000E+00 OUTFLOW= .4755E+02 BASIN STORAGE= .2255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 1.89 329.32 232.47 1.19 5.00 326.89 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4382E+02 EXCESS= .0000E+00 OUTFLOW= .4382E+02 BASIN STORAGE= .2228E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 1.96 300.63 233.08 1.09 5.00 298.66 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4004E+02 EXCESS= .0000E+00 OUTFLOW= .4005E+02 BASIN STORAGE= .2435E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 2.02 280.60 231.82 1.01 5.00 277.64 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3726E+02 EXCESS= .0000E+00 OUTFLOW= .3726E+02 BASIN STORAGE= .2194E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 2.14 243.01 232.88 .88 5.00 240.66 235.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3227E+02 EXCESS= .0000E+00 OUTFLOW= .3227E+02 BASIN STORAGE= .2523E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 2.30 203.11 234.55 .73 5.00 202.48 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2700E+02 EXCESS= .0000E+00 OUTFLOW= .2700E+02 BASIN STORAGE= .2330E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR17 MANE 2.46 170.49 233.84 .62 5.00 170.31 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2279E+02 EXCESS= .0000E+00 OUTFLOW= .2279E+02 BASIN STORAGE= .2254E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 604.72 225.00 1.51 5.00 604.72 225.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6543E+02 EXCESS= .0000E+00 OUTFLOW= .6546E+02 BASIN STORAGE= .7691E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 573.81 225.00 1.44 5.00 573.81 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6205E+02 EXCESS= .0000E+00 OUTFLOW= .6208E+02 BASIN STORAGE= .7541E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 530.80 225.00 1.33 5.00 530.80 225.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5739E+02 EXCESS= .0000E+00 OUTFLOW= .5742E+02 BASIN STORAGE= .7324E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 486.78 225.00 1.22 5.00 486.78 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5267E+02 EXCESS= .0000E+00 OUTFLOW= .5270E+02 BASIN STORAGE= .6941E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 456.48 230.00 1.14 5.00 456.48 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4918E+02 EXCESS= .0000E+00 OUTFLOW= .4921E+02 BASIN STORAGE= .6765E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 405.25 230.00 .99 5.00 405.25 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4290E+02 EXCESS= .0000E+00 OUTFLOW= .4292E+02 BASIN STORAGE= .7558E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 347.52 230.00 .84 5.00 347.52 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3624E+02 EXCESS= .0000E+00 OUTFLOW= .3627E+02 BASIN STORAGE= .7125E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

R-R4E MANE 5.00 299.25 230.00 .71 5.00 299.25 230.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3088E+02 EXCESS= .0000E+00 OUTFLOW= .3090E+02 BASIN STORAGE= .6738E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 2.97 900.12 228.80 1.63 5.00 888.82 230.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1061E+03 EXCESS= .0000E+00 OUTFLOW= .1061E+03 BASIN STORAGE= .2328E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.02 854.89 229.42 1.55 5.00 848.68 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+03 EXCESS= .0000E+00 OUTFLOW= .1009E+03 BASIN STORAGE= .1974E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.09 801.84 228.67 1.44 5.00 792.68 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9367E+02 EXCESS= .0000E+00 OUTFLOW= .9368E+02 BASIN STORAGE= .2125E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.17 744.21 228.31 1.33 5.00 735.92 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8640E+02 EXCESS= .0000E+00 OUTFLOW= .8641E+02 BASIN STORAGE= .2066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.24 692.47 229.87 1.25 5.00 691.53 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8099E+02 EXCESS= .0000E+00 OUTFLOW= .8099E+02 BASIN STORAGE= .1966E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.38 611.47 229.77 1.10 5.00 610.53 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7121E+02 EXCESS= .0000E+00 OUTFLOW= .7122E+02 BASIN STORAGE= .2333E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.56 521.73 231.37 .94 5.00 519.77 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6080E+02 EXCESS= .0000E+00 OUTFLOW= .6081E+02 BASIN STORAGE= .2068E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR16 MANE 3.72 449.98 230.93 .81 5.00 446.09 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5237E+02 EXCESS= .0000E+00 OUTFLOW= .5238E+02 BASIN STORAGE= .1967E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.21 344.43 218.35 1.83 5.00 333.05 220.00 1.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3590E+02 EXCESS= .0000E+00 OUTFLOW= .3590E+02 BASIN STORAGE= .1590E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.26 330.30 218.12 1.75 5.00 319.22 220.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3427E+02 EXCESS= .0000E+00 OUTFLOW= .3428E+02 BASIN STORAGE= .1684E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.32 304.73 219.26 1.63 5.00 299.18 220.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3201E+02 EXCESS= .0000E+00 OUTFLOW= .3202E+02 BASIN STORAGE= .1942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.40 286.95 217.39 1.51 5.00 278.64 220.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2971E+02 EXCESS= .0000E+00 OUTFLOW= .2972E+02 BASIN STORAGE= .2072E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.46 272.84 217.81 1.43 5.00 264.14 220.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2800E+02 EXCESS= .0000E+00 OUTFLOW= .2801E+02 BASIN STORAGE= .1901E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.58 246.33 218.44 1.27 5.00 238.89 220.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2491E+02 EXCESS= .0000E+00 OUTFLOW= .2491E+02 BASIN STORAGE= .1696E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.74 210.29 216.86 1.10 5.00 207.38 220.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2156E+02 EXCESS= .0000E+00 OUTFLOW= .2157E+02 BASIN STORAGE= .1647E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR18 MANE 3.89 188.64 218.10 .96 5.00 183.07 220.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1883E+02 EXCESS= .0000E+00 OUTFLOW= .1883E+02 BASIN STORAGE= .1938E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 1.80 1217.55 226.83 1.64 5.00 1214.64 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1533E+03 EXCESS= .0000E+00 OUTFLOW= .1533E+03 BASIN STORAGE= .1353E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 1.83 1158.43 226.85 1.56 5.00 1154.96 225.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1458E+03 EXCESS= .0000E+00 OUTFLOW= .1458E+03 BASIN STORAGE= .1332E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 1.87 1078.89 226.32 1.45 5.00 1076.44 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1355E+03 EXCESS= .0000E+00 OUTFLOW= .1356E+03 BASIN STORAGE= .1338E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 1.92 996.99 226.31 1.34 5.00 993.58 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+03 EXCESS= .0000E+00 OUTFLOW= .1251E+03 BASIN STORAGE= .1531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 1.96 933.32 227.44 1.26 5.00 927.82 225.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+03 EXCESS= .0000E+00 OUTFLOW= .1173E+03 BASIN STORAGE= .1325E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 2.05 819.40 227.06 1.11 5.00 814.27 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+03 EXCESS= .0000E+00 OUTFLOW= .1033E+03 BASIN STORAGE= .1550E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 2.15 701.29 227.94 .95 5.00 694.17 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8836E+02 EXCESS= .0000E+00 OUTFLOW= .8836E+02 BASIN STORAGE= .1308E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19A MANE 2.26 600.47 228.57 .82 5.00 596.85 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7624E+02 EXCESS= .0000E+00 OUTFLOW= .7624E+02 BASIN STORAGE= .1535E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.48 139.91 217.74 1.45 5.00 137.74 220.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1491E+02 EXCESS= .0000E+00 OUTFLOW= .1491E+02 BASIN STORAGE= .1715E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.50 132.81 216.97 1.37 5.00 131.19 220.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+02 EXCESS= .0000E+00 OUTFLOW= .1414E+02 BASIN STORAGE= .1691E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.52 123.32 217.21 1.27 5.00 121.81 220.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1307E+02 EXCESS= .0000E+00 OUTFLOW= .1307E+02 BASIN STORAGE= .1525E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.54 113.74 217.74 1.16 5.00 112.18 220.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+02 EXCESS= .0000E+00 OUTFLOW= .1199E+02 BASIN STORAGE= .1588E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.56 106.42 217.51 1.09 5.00 105.13 220.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1119E+02 EXCESS= .0000E+00 OUTFLOW= .1119E+02 BASIN STORAGE= .1640E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.61 93.23 218.54 .95 5.00 92.25 220.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9755E+01 EXCESS= .0000E+00 OUTFLOW= .9755E+01 BASIN STORAGE= .1779E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.66 79.15 217.57 .80 5.00 78.44 220.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8233E+01 EXCESS= .0000E+00 OUTFLOW= .8233E+01 BASIN STORAGE= .1739E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR19B MANE 1.71 67.68 217.70 .68 5.00 67.18 220.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7009E+01 EXCESS= .0000E+00 OUTFLOW= .7008E+01 BASIN STORAGE= .1605E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .50 1523.65 225.32 1.60 5.00 1523.03 225.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1921E+03 EXCESS= .0000E+00 OUTFLOW= .1921E+03 BASIN STORAGE= .1080E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .51 1448.95 225.35 1.52 5.00 1448.18 225.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1826E+03 EXCESS= .0000E+00 OUTFLOW= .1826E+03 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .52 1348.78 225.61 1.41 5.00 1348.09 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1695E+03 EXCESS= .0000E+00 OUTFLOW= .1695E+03 BASIN STORAGE= .1031E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .54 1245.58 225.44 1.30 5.00 1243.61 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1563E+03 EXCESS= .0000E+00 OUTFLOW= .1563E+03 BASIN STORAGE= .1030E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .55 1164.32 225.57 1.22 5.00 1162.52 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1464E+03 EXCESS= .0000E+00 OUTFLOW= .1464E+03 BASIN STORAGE= .1089E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .58 1021.60 225.46 1.07 5.00 1019.33 225.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1287E+03 EXCESS= .0000E+00 OUTFLOW= .1287E+03 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .62 869.90 225.62 .91 5.00 866.59 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1098E+03 EXCESS= .0000E+00 OUTFLOW= .1098E+03 BASIN STORAGE= .1034E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19B MANE .66 742.71 225.81 .79 5.00 739.05 225.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9448E+02 EXCESS= .0000E+00 OUTFLOW= .9448E+02 BASIN STORAGE= .1110E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.15 1873.52 227.49 1.54 5.00 1854.13 225.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2424E+03 EXCESS= .0000E+00 OUTFLOW= .2424E+03 BASIN STORAGE= .5079E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.19 1778.47 227.89 1.47 5.00 1757.56 225.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2302E+03 EXCESS= .0000E+00 OUTFLOW= .2302E+03 BASIN STORAGE= .5214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.26 1651.30 228.00 1.36 5.00 1635.74 230.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2134E+03 EXCESS= .0000E+00 OUTFLOW= .2134E+03 BASIN STORAGE= .5207E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.33 1520.60 228.77 1.25 5.00 1507.62 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1963E+03 EXCESS= .0000E+00 OUTFLOW= .1963E+03 BASIN STORAGE= .5707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.40 1417.58 228.03 1.17 5.00 1414.01 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1838E+03 EXCESS= .0000E+00 OUTFLOW= .1838E+03 BASIN STORAGE= .5708E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.53 1239.85 230.67 1.03 5.00 1239.19 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1610E+03 EXCESS= .0000E+00 OUTFLOW= .1610E+03 BASIN STORAGE= .5087E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.71 1055.36 230.24 .87 5.00 1054.36 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1368E+03 EXCESS= .0000E+00 OUTFLOW= .1368E+03 BASIN STORAGE= .5879E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR19C MANE 2.89 898.01 230.90 .75 5.00 894.59 230.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1173E+03 EXCESS= .0000E+00 OUTFLOW= .1173E+03 BASIN STORAGE= .4869E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .32 5671.41 230.08 .20 5.00 5670.98 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7593E+03 EXCESS= .0000E+00 OUTFLOW= .7593E+03 BASIN STORAGE= .1150E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .32 5374.75 230.21 .19 5.00 5374.62 230.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7188E+03 EXCESS= .0000E+00 OUTFLOW= .7188E+03 BASIN STORAGE= .1143E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .33 4979.60 230.03 .18 5.00 4979.04 230.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6639E+03 EXCESS= .0000E+00 OUTFLOW= .6639E+03 BASIN STORAGE= .1105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .34 4570.84 230.12 .16 5.00 4568.80 230.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6085E+03 EXCESS= .0000E+00 OUTFLOW= .6085E+03 BASIN STORAGE= .1171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .35 4270.25 230.08 .15 5.00 4268.52 230.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5677E+03 EXCESS= .0000E+00 OUTFLOW= .5677E+03 BASIN STORAGE= .1121E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .37 3713.89 230.21 .13 5.00 3709.09 230.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4940E+03 EXCESS= .0000E+00 OUTFLOW= .4940E+03 BASIN STORAGE= .1114E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .40 3124.30 230.28 .11 5.00 3117.04 230.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4166E+03 EXCESS= .0000E+00 OUTFLOW= .4166E+03 BASIN STORAGE= .1153E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR20 MANE .43 2636.50 230.67 .09 5.00 2625.66 230.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3544E+03 EXCESS= .0000E+00 OUTFLOW= .3544E+03 BASIN STORAGE= .1125E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.57 174.13 227.47 .84 5.00 174.06 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2305E+02 EXCESS= .0000E+00 OUTFLOW= .2305E+02 BASIN STORAGE= .1777E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.59 162.31 230.64 .78 5.00 162.31 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2151E+02 EXCESS= .0000E+00 OUTFLOW= .2151E+02 BASIN STORAGE= .1978E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.62 146.23 230.60 .71 5.00 146.22 230.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1942E+02 EXCESS= .0000E+00 OUTFLOW= .1942E+02 BASIN STORAGE= .1827E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.66 130.30 231.01 .63 5.00 130.11 230.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1734E+02 EXCESS= .0000E+00 OUTFLOW= .1734E+02 BASIN STORAGE= .1807E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.69 118.59 232.02 .58 5.00 118.22 230.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1582E+02 EXCESS= .0000E+00 OUTFLOW= .1582E+02 BASIN STORAGE= .1925E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.76 97.74 232.34 .48 5.00 97.33 230.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1316E+02 EXCESS= .0000E+00 OUTFLOW= .1316E+02 BASIN STORAGE= .1857E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.85 76.13 233.09 .38 5.00 75.70 230.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+02 EXCESS= .0000E+00 OUTFLOW= .1043E+02 BASIN STORAGE= .1923E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFR21 MANE 1.94 59.45 233.38 .30 5.00 58.94 235.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8325E+01 EXCESS= .0000E+00 OUTFLOW= .8325E+01 BASIN STORAGE= .1874E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.09 241.27 231.05 .77 5.00 241.16 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3184E+02 EXCESS= .0000E+00 OUTFLOW= .3184E+02 BASIN STORAGE= .1171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.12 224.22 231.17 .72 5.00 224.10 230.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2964E+02 EXCESS= .0000E+00 OUTFLOW= .2964E+02 BASIN STORAGE= .1177E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.17 200.91 230.94 .65 5.00 200.82 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2665E+02 EXCESS= .0000E+00 OUTFLOW= .2665E+02 BASIN STORAGE= .1082E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.23 177.67 230.23 .58 5.00 177.41 230.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2369E+02 EXCESS= .0000E+00 OUTFLOW= .2369E+02 BASIN STORAGE= .1086E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.28 160.72 230.72 .52 5.00 160.11 230.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2154E+02 EXCESS= .0000E+00 OUTFLOW= .2154E+02 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.39 130.94 231.02 .43 5.00 129.95 230.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+02 EXCESS= .0000E+00 OUTFLOW= .1777E+02 BASIN STORAGE= .1122E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.55 100.22 232.36 .34 5.00 99.43 235.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1394E+02 EXCESS= .0000E+00 OUTFLOW= .1394E+02 BASIN STORAGE= .1200E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR22 MANE 1.73 76.60 233.13 .27 5.00 76.36 235.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1100E+02 EXCESS= .0000E+00 OUTFLOW= .1100E+02 BASIN STORAGE= .1137E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 2.55 322.65 234.34 .79 5.00 321.65 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4543E+02 EXCESS= .0000E+00 OUTFLOW= .4543E+02 BASIN STORAGE= .3129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 2.62 299.25 233.42 .74 5.00 299.24 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4233E+02 EXCESS= .0000E+00 OUTFLOW= .4234E+02 BASIN STORAGE= .3027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 2.74 269.68 235.63 .67 5.00 269.40 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3813E+02 EXCESS= .0000E+00 OUTFLOW= .3813E+02 BASIN STORAGE= .3250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 2.88 238.97 235.95 .59 5.00 238.58 235.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3395E+02 EXCESS= .0000E+00 OUTFLOW= .3395E+02 BASIN STORAGE= .3139E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 2.99 216.31 236.38 .54 5.00 215.75 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3091E+02 EXCESS= .0000E+00 OUTFLOW= .3091E+02 BASIN STORAGE= .3014E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 3.24 176.72 236.50 .45 5.00 176.23 235.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2557E+02 EXCESS= .0000E+00 OUTFLOW= .2558E+02 BASIN STORAGE= .3303E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 3.59 136.21 237.14 .35 5.00 135.18 235.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2014E+02 EXCESS= .0000E+00 OUTFLOW= .2015E+02 BASIN STORAGE= .3304E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR23 MANE 3.99 105.28 239.40 .28 5.00 105.09 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .2969E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE .87 6162.79 229.79 .22 5.00 6162.62 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8321E+03 EXCESS= .0000E+00 OUTFLOW= .8321E+03 BASIN STORAGE= .3527E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE .89 5836.37 230.37 .21 5.00 5832.10 230.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7873E+03 EXCESS= .0000E+00 OUTFLOW= .7873E+03 BASIN STORAGE= .3608E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE .92 5396.98 230.27 .19 5.00 5391.72 230.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7265E+03 EXCESS= .0000E+00 OUTFLOW= .7265E+03 BASIN STORAGE= .3339E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE .95 4947.23 230.84 .17 5.00 4936.89 230.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6651E+03 EXCESS= .0000E+00 OUTFLOW= .6651E+03 BASIN STORAGE= .3559E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE .98 4610.70 230.46 .16 5.00 4600.38 230.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6199E+03 EXCESS= .0000E+00 OUTFLOW= .6199E+03 BASIN STORAGE= .3321E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE 1.04 3995.20 231.55 .14 5.00 3979.97 230.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5385E+03 EXCESS= .0000E+00 OUTFLOW= .5385E+03 BASIN STORAGE= .3618E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE 1.11 3352.22 231.81 .12 5.00 3325.57 230.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4531E+03 EXCESS= .0000E+00 OUTFLOW= .4531E+03 BASIN STORAGE= .3636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR24 MANE 1.20 2820.97 231.84 .10 5.00 2801.31 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3847E+03 EXCESS= .0000E+00 OUTFLOW= .3847E+03 BASIN STORAGE= .3511E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE .96 6367.29 231.05 .22 5.00 6363.58 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8650E+03 EXCESS= .0000E+00 OUTFLOW= .8650E+03 BASIN STORAGE= .4031E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE .98 6027.06 230.28 .21 5.00 6020.68 230.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8188E+03 EXCESS= .0000E+00 OUTFLOW= .8188E+03 BASIN STORAGE= .4105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.01 5574.15 230.49 .20 5.00 5561.97 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7559E+03 EXCESS= .0000E+00 OUTFLOW= .7559E+03 BASIN STORAGE= .4105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.05 5108.23 231.35 .18 5.00 5091.59 230.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6926E+03 EXCESS= .0000E+00 OUTFLOW= .6926E+03 BASIN STORAGE= .3510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.08 4763.34 231.45 .17 5.00 4742.94 230.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6459E+03 EXCESS= .0000E+00 OUTFLOW= .6459E+03 BASIN STORAGE= .3746E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.14 4133.89 231.42 .15 5.00 4100.82 230.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5617E+03 EXCESS= .0000E+00 OUTFLOW= .5617E+03 BASIN STORAGE= .4152E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.22 3466.26 231.31 .12 5.00 3443.54 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4734E+03 EXCESS= .0000E+00 OUTFLOW= .4734E+03 BASIN STORAGE= .4198E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR25 MANE 1.31 2916.28 232.24 .10 5.00 2913.76 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4024E+03 EXCESS= .0000E+00 OUTFLOW= .4024E+03 BASIN STORAGE= .3772E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .63 6435.32 230.41 .23 5.00 6424.64 230.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8824E+03 EXCESS= .0000E+00 OUTFLOW= .8824E+03 BASIN STORAGE= .2392E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .64 6089.67 230.42 .22 5.00 6077.93 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8355E+03 EXCESS= .0000E+00 OUTFLOW= .8355E+03 BASIN STORAGE= .2517E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .66 5628.78 230.52 .20 5.00 5612.90 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7717E+03 EXCESS= .0000E+00 OUTFLOW= .7717E+03 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .69 5154.78 230.54 .18 5.00 5136.49 230.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7074E+03 EXCESS= .0000E+00 OUTFLOW= .7074E+03 BASIN STORAGE= .2595E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .71 4807.01 230.79 .17 5.00 4784.17 230.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6600E+03 EXCESS= .0000E+00 OUTFLOW= .6600E+03 BASIN STORAGE= .2354E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .75 4161.35 231.07 .15 5.00 4131.22 230.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5745E+03 EXCESS= .0000E+00 OUTFLOW= .5745E+03 BASIN STORAGE= .2415E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .80 3491.29 235.07 .13 5.00 3491.17 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4847E+03 EXCESS= .0000E+00 OUTFLOW= .4847E+03 BASIN STORAGE= .2420E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFR26 MANE .86 2953.19 235.78 .11 5.00 2951.94 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4125E+03 EXCESS= .0000E+00 OUTFLOW= .4125E+03 BASIN STORAGE= .2605E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF2 MANE .75 .00 490.50 .00 5.00 .00 490.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2715E-06 EXCESS= .0000E+00 OUTFLOW= .2666E-06 BASIN STORAGE= .1468E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.00 .00 434.00 .00 5.00 .00 435.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3924E-06 EXCESS= .0000E+00 OUTFLOW= .3859E-06 BASIN STORAGE= .2225E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.50 .00 892.50 .00 5.00 .00 890.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5754E-07 EXCESS= .0000E+00 OUTFLOW= .5251E-07 BASIN STORAGE= .4216E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE .75 .00 396.75 .00 5.00 .00 395.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6541E-06 EXCESS= .0000E+00 OUTFLOW= .6459E-06 BASIN STORAGE= .2225E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.00 .00 534.00 .00 5.00 .00 535.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1793E-06 EXCESS= .0000E+00 OUTFLOW= .1718E-06 BASIN STORAGE= .1468E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.00 .00 518.00 .00 5.00 .00 520.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2927E-06 EXCESS= .0000E+00 OUTFLOW= .2828E-06 BASIN STORAGE= .1468E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.00 .00 472.00 .00 5.00 .00 470.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5492E-06 EXCESS= .0000E+00 OUTFLOW= .5427E-06 BASIN STORAGE= .1468E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RF2 MANE 1.50 .00 643.50 .00 5.00 .00 645.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1901E-06 EXCESS= .0000E+00 OUTFLOW= .1794E-06 BASIN STORAGE= .9687E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.09 422.16 216.17 .48 5.00 414.36 215.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4398E+02 EXCESS= .0000E+00 OUTFLOW= .4398E+02 BASIN STORAGE= .1434E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.11 401.18 216.68 .46 5.00 395.66 215.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4195E+02 EXCESS= .0000E+00 OUTFLOW= .4195E+02 BASIN STORAGE= .1464E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.13 376.41 216.66 .43 5.00 370.61 215.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3914E+02 EXCESS= .0000E+00 OUTFLOW= .3914E+02 BASIN STORAGE= .1554E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.17 351.38 215.87 .40 5.00 345.31 215.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3628E+02 EXCESS= .0000E+00 OUTFLOW= .3628E+02 BASIN STORAGE= .1346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.19 332.85 216.02 .37 5.00 326.39 215.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3415E+02 EXCESS= .0000E+00 OUTFLOW= .3415E+02 BASIN STORAGE= .1601E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.25 296.85 215.95 .33 5.00 290.93 215.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3028E+02 EXCESS= .0000E+00 OUTFLOW= .3028E+02 BASIN STORAGE= .1650E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.32 259.98 216.33 .29 5.00 253.45 215.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2614E+02 EXCESS= .0000E+00 OUTFLOW= .2614E+02 BASIN STORAGE= .1461E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS1 MANE 1.39 226.82 216.82 .25 5.00 221.18 215.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2275E+02 EXCESS= .0000E+00 OUTFLOW= .2275E+02 BASIN STORAGE= .1619E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 3.52 913.90 236.04 1.51 5.00 912.66 235.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1370E+03 EXCESS= .0000E+00 OUTFLOW= .1370E+03 BASIN STORAGE= .2603E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 3.58 868.38 236.26 1.43 5.00 867.10 235.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+03 EXCESS= .0000E+00 OUTFLOW= .1299E+03 BASIN STORAGE= .2282E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 3.67 807.12 234.58 1.32 5.00 806.86 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1201E+03 EXCESS= .0000E+00 OUTFLOW= .1201E+03 BASIN STORAGE= .2817E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 3.76 741.36 237.00 1.21 5.00 740.21 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+03 EXCESS= .0000E+00 OUTFLOW= .1102E+03 BASIN STORAGE= .2208E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 3.84 694.33 234.32 1.13 5.00 694.22 235.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1029E+03 EXCESS= .0000E+00 OUTFLOW= .1029E+03 BASIN STORAGE= .2310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 4.01 606.85 236.31 .98 5.00 603.40 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8965E+02 EXCESS= .0000E+00 OUTFLOW= .8966E+02 BASIN STORAGE= .2689E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 4.22 514.20 236.26 .83 5.00 510.86 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7567E+02 EXCESS= .0000E+00 OUTFLOW= .7568E+02 BASIN STORAGE= .2132E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1A MANE 4.43 439.58 239.44 .71 5.00 438.11 235.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6442E+02 EXCESS= .0000E+00 OUTFLOW= .6443E+02 BASIN STORAGE= .2104E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 2.68 1285.80 241.35 1.51 5.00 1283.70 240.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2078E+03 EXCESS= .0000E+00 OUTFLOW= .2078E+03 BASIN STORAGE= .2071E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 2.72 1222.25 239.78 1.43 5.00 1221.89 240.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1971E+03 EXCESS= .0000E+00 OUTFLOW= .1971E+03 BASIN STORAGE= .1917E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 2.79 1133.59 239.90 1.33 5.00 1133.47 240.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1824E+03 EXCESS= .0000E+00 OUTFLOW= .1824E+03 BASIN STORAGE= .2127E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 2.86 1044.62 240.47 1.22 5.00 1043.43 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1674E+03 EXCESS= .0000E+00 OUTFLOW= .1674E+03 BASIN STORAGE= .2110E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 2.92 976.12 242.59 1.14 5.00 974.43 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1563E+03 EXCESS= .0000E+00 OUTFLOW= .1563E+03 BASIN STORAGE= .2150E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 3.05 855.08 240.71 .99 5.00 853.66 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1364E+03 EXCESS= .0000E+00 OUTFLOW= .1364E+03 BASIN STORAGE= .2560E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 3.21 723.86 240.63 .84 5.00 722.53 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1153E+03 EXCESS= .0000E+00 OUTFLOW= .1153E+03 BASIN STORAGE= .2516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF1B MANE 3.37 620.66 242.71 .72 5.00 616.88 240.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9826E+02 EXCESS= .0000E+00 OUTFLOW= .9827E+02 BASIN STORAGE= .2208E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE .75 .00 419.25 .00 5.00 .00 420.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E-05 EXCESS= .0000E+00 OUTFLOW= .1301E-05 BASIN STORAGE= .1431E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE 1.25 .00 506.25 .00 5.00 .00 505.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2135E-05 EXCESS= .0000E+00 OUTFLOW= .2135E-05 BASIN STORAGE= .1431E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE .75 .00 559.50 .00 5.00 .00 560.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5516E-06 EXCESS= .0000E+00 OUTFLOW= .5516E-06 BASIN STORAGE= .6230E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE .50 .00 352.00 .00 5.00 .00 350.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2685E-05 EXCESS= .0000E+00 OUTFLOW= .2685E-05 BASIN STORAGE= .1431E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE .75 .00 609.75 .00 5.00 .00 610.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3918E-06 EXCESS= .0000E+00 OUTFLOW= .3918E-06 BASIN STORAGE= .4110E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE 1.00 .00 492.00 .00 5.00 .00 490.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1873E-05 EXCESS= .0000E+00 OUTFLOW= .1873E-05 BASIN STORAGE= .9442E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE 1.00 .00 514.00 .00 5.00 .00 515.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2073E-05 EXCESS= .0000E+00 OUTFLOW= .2073E-05 BASIN STORAGE= .9442E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS3 MANE .25 .00 494.75 .00 5.00 .00 495.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2160E-06 EXCESS= .0000E+00 OUTFLOW= .2160E-06 BASIN STORAGE= .4110E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.65 903.06 216.40 .28 5.00 877.74 220.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+03 EXCESS= .0000E+00 OUTFLOW= .1047E+03 BASIN STORAGE= .2798E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.68 865.37 217.04 .26 5.00 840.39 220.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9981E+02 EXCESS= .0000E+00 OUTFLOW= .9982E+02 BASIN STORAGE= .3321E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.73 807.34 217.69 .25 5.00 788.14 220.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9304E+02 EXCESS= .0000E+00 OUTFLOW= .9305E+02 BASIN STORAGE= .3195E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.78 754.19 216.96 .23 5.00 732.47 220.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8616E+02 EXCESS= .0000E+00 OUTFLOW= .8617E+02 BASIN STORAGE= .3339E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.82 708.12 216.57 .21 5.00 691.65 220.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8104E+02 EXCESS= .0000E+00 OUTFLOW= .8104E+02 BASIN STORAGE= .3349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 1.91 633.34 217.34 .19 5.00 619.17 220.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7173E+02 EXCESS= .0000E+00 OUTFLOW= .7174E+02 BASIN STORAGE= .2930E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 2.02 549.36 217.89 .16 5.00 539.40 220.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6179E+02 EXCESS= .0000E+00 OUTFLOW= .6179E+02 BASIN STORAGE= .3313E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCF1F2 MANE 2.13 479.45 217.35 .14 5.00 472.52 220.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5366E+02 EXCESS= .0000E+00 OUTFLOW= .5367E+02 BASIN STORAGE= .3072E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.40 261.01 223.14 1.61 5.00 260.47 225.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3336E+02 EXCESS= .0000E+00 OUTFLOW= .3336E+02 BASIN STORAGE= .2585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.44 249.92 224.90 1.53 5.00 249.71 225.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3176E+02 EXCESS= .0000E+00 OUTFLOW= .3176E+02 BASIN STORAGE= .2800E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.51 232.86 223.62 1.43 5.00 232.10 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2954E+02 EXCESS= .0000E+00 OUTFLOW= .2954E+02 BASIN STORAGE= .2675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.59 216.47 225.28 1.32 5.00 216.37 225.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2731E+02 EXCESS= .0000E+00 OUTFLOW= .2731E+02 BASIN STORAGE= .3074E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.65 203.76 225.48 1.24 5.00 203.62 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2563E+02 EXCESS= .0000E+00 OUTFLOW= .2564E+02 BASIN STORAGE= .2750E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.78 180.99 225.42 1.09 5.00 180.79 225.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2261E+02 EXCESS= .0000E+00 OUTFLOW= .2261E+02 BASIN STORAGE= .2576E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 2.95 155.71 224.23 .94 5.00 155.50 225.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1938E+02 EXCESS= .0000E+00 OUTFLOW= .1938E+02 BASIN STORAGE= .2819E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS5A MANE 3.12 135.36 224.56 .81 5.00 135.26 225.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1676E+02 EXCESS= .0000E+00 OUTFLOW= .1676E+02 BASIN STORAGE= .2466E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.46 1306.22 221.52 .39 5.00 1298.65 220.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1606E+03 EXCESS= .0000E+00 OUTFLOW= .1607E+03 BASIN STORAGE= .2867E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.48 1250.47 220.99 .37 5.00 1239.26 220.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1531E+03 EXCESS= .0000E+00 OUTFLOW= .1531E+03 BASIN STORAGE= .2977E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.52 1167.94 220.90 .34 5.00 1158.60 220.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1426E+03 EXCESS= .0000E+00 OUTFLOW= .1426E+03 BASIN STORAGE= .3548E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.57 1087.04 221.22 .32 5.00 1074.91 220.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1319E+03 EXCESS= .0000E+00 OUTFLOW= .1319E+03 BASIN STORAGE= .2828E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.61 1025.90 221.66 .30 5.00 1013.52 220.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1240E+03 EXCESS= .0000E+00 OUTFLOW= .1240E+03 BASIN STORAGE= .2838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.68 912.44 221.96 .26 5.00 901.46 220.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1096E+03 EXCESS= .0000E+00 OUTFLOW= .1096E+03 BASIN STORAGE= .2833E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.78 786.66 222.58 .23 5.00 779.76 220.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9418E+02 EXCESS= .0000E+00 OUTFLOW= .9418E+02 BASIN STORAGE= .2976E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS5B MANE 1.88 691.29 221.89 .20 5.00 679.61 220.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8166E+02 EXCESS= .0000E+00 OUTFLOW= .8166E+02 BASIN STORAGE= .3109E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.61 346.19 226.08 1.63 5.00 342.54 225.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4744E+02 EXCESS= .0000E+00 OUTFLOW= .4744E+02 BASIN STORAGE= .8624E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.64 330.50 226.14 1.55 5.00 326.84 225.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4517E+02 EXCESS= .0000E+00 OUTFLOW= .4517E+02 BASIN STORAGE= .8004E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.67 308.77 227.72 1.44 5.00 305.08 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4202E+02 EXCESS= .0000E+00 OUTFLOW= .4202E+02 BASIN STORAGE= .7191E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.71 286.38 226.32 1.33 5.00 282.74 225.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3883E+02 EXCESS= .0000E+00 OUTFLOW= .3883E+02 BASIN STORAGE= .7347E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.75 270.55 227.15 1.25 5.00 266.18 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3645E+02 EXCESS= .0000E+00 OUTFLOW= .3645E+02 BASIN STORAGE= .8467E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.81 240.02 226.83 1.10 5.00 236.20 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3215E+02 EXCESS= .0000E+00 OUTFLOW= .3215E+02 BASIN STORAGE= .7608E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.90 206.55 228.16 .94 5.00 204.11 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+02 EXCESS= .0000E+00 OUTFLOW= .2756E+02 BASIN STORAGE= .7126E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS6 MANE 1.99 179.43 228.57 .82 5.00 177.59 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2383E+02 EXCESS= .0000E+00 OUTFLOW= .2383E+02 BASIN STORAGE= .8418E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 1.82 357.34 217.80 1.22 5.00 345.32 215.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3508E+02 EXCESS= .0000E+00 OUTFLOW= .3508E+02 BASIN STORAGE= .9065E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 1.85 337.49 217.96 1.15 5.00 326.22 215.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3310E+02 EXCESS= .0000E+00 OUTFLOW= .3310E+02 BASIN STORAGE= .8708E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 1.90 310.90 218.01 1.06 5.00 299.65 215.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3038E+02 EXCESS= .0000E+00 OUTFLOW= .3038E+02 BASIN STORAGE= .8764E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 1.95 284.21 216.56 .96 5.00 273.34 215.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2763E+02 EXCESS= .0000E+00 OUTFLOW= .2763E+02 BASIN STORAGE= .1079E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 2.00 265.13 217.63 .89 5.00 253.47 220.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2561E+02 EXCESS= .0000E+00 OUTFLOW= .2561E+02 BASIN STORAGE= .1064E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 2.09 228.98 217.54 .77 5.00 219.97 220.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2200E+02 EXCESS= .0000E+00 OUTFLOW= .2200E+02 BASIN STORAGE= .7991E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 2.22 190.95 217.29 .64 5.00 184.06 220.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+02 EXCESS= .0000E+00 OUTFLOW= .1823E+02 BASIN STORAGE= .8917E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS7 MANE 2.35 158.78 218.16 .53 5.00 154.11 220.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1522E+02 EXCESS= .0000E+00 OUTFLOW= .1522E+02 BASIN STORAGE= .1026E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE .75 .00 375.00 .00 5.00 .00 375.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4354E-06 EXCESS= .0000E+00 OUTFLOW= .4354E-06 BASIN STORAGE= .7549E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE 1.00 .00 507.00 .00 5.00 .00 505.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4797E-06 EXCESS= .0000E+00 OUTFLOW= .4797E-06 BASIN STORAGE= .4981E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE .25 .00 215.00 .00 5.00 .00 215.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2643E-07 EXCESS= .0000E+00 OUTFLOW= .2643E-07 BASIN STORAGE= .1430E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE .75 .00 395.25 .00 5.00 .00 395.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2268E-06 EXCESS= .0000E+00 OUTFLOW= .2268E-06 BASIN STORAGE= .4981E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE 1.25 .00 545.00 .00 5.00 .00 545.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3570E-06 EXCESS= .0000E+00 OUTFLOW= .3570E-06 BASIN STORAGE= .4981E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE 1.00 .00 385.00 .00 5.00 .00 385.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1152E-06 EXCESS= .0000E+00 OUTFLOW= .1152E-06 BASIN STORAGE= .2168E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE 1.00 .00 429.00 .00 5.00 .00 430.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4616E-06 EXCESS= .0000E+00 OUTFLOW= .4616E-06 BASIN STORAGE= .4981E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS8 MANE .75 .00 448.50 .00 5.00 .00 450.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3549E-06 EXCESS= .0000E+00 OUTFLOW= .3549E-06 BASIN STORAGE= .3329E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 2.61 282.43 216.27 .28 5.00 275.08 215.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2824E+02 EXCESS= .0000E+00 OUTFLOW= .2824E+02 BASIN STORAGE= .3598E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 2.66 272.86 217.89 .26 5.00 262.99 215.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2682E+02 EXCESS= .0000E+00 OUTFLOW= .2683E+02 BASIN STORAGE= .3426E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 2.74 249.71 218.81 .24 5.00 242.71 215.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2481E+02 EXCESS= .0000E+00 OUTFLOW= .2482E+02 BASIN STORAGE= .2913E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 2.82 233.98 217.41 .23 5.00 225.11 220.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2282E+02 EXCESS= .0000E+00 OUTFLOW= .2282E+02 BASIN STORAGE= .3032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 2.90 218.53 217.23 .21 5.00 211.66 220.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2132E+02 EXCESS= .0000E+00 OUTFLOW= .2133E+02 BASIN STORAGE= .3232E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 3.05 189.81 216.40 .18 5.00 185.65 220.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1863E+02 EXCESS= .0000E+00 OUTFLOW= .1864E+02 BASIN STORAGE= .2971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 3.25 164.19 217.53 .16 5.00 159.04 220.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1578E+02 EXCESS= .0000E+00 OUTFLOW= .1578E+02 BASIN STORAGE= .3438E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS9 MANE 3.45 140.61 217.27 .13 5.00 136.71 220.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+02 EXCESS= .0000E+00 OUTFLOW= .1349E+02 BASIN STORAGE= .2815E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.57 426.72 221.01 .44 5.00 423.67 220.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5135E+02 EXCESS= .0000E+00 OUTFLOW= .5135E+02 BASIN STORAGE= .2022E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.59 409.41 221.62 .42 5.00 405.58 220.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4885E+02 EXCESS= .0000E+00 OUTFLOW= .4885E+02 BASIN STORAGE= .1952E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.64 379.29 221.77 .39 5.00 375.86 220.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4524E+02 EXCESS= .0000E+00 OUTFLOW= .4524E+02 BASIN STORAGE= .1946E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.69 353.31 221.43 .36 5.00 349.40 220.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4172E+02 EXCESS= .0000E+00 OUTFLOW= .4173E+02 BASIN STORAGE= .2149E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.73 332.54 221.77 .34 5.00 327.84 220.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3905E+02 EXCESS= .0000E+00 OUTFLOW= .3905E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.82 289.43 222.53 .30 5.00 287.76 220.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3423E+02 EXCESS= .0000E+00 OUTFLOW= .3424E+02 BASIN STORAGE= .2045E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 1.94 247.96 221.17 .25 5.00 246.30 220.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2914E+02 EXCESS= .0000E+00 OUTFLOW= .2914E+02 BASIN STORAGE= .2042E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS12 MANE 2.06 214.62 222.44 .22 5.00 211.22 220.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2502E+02 EXCESS= .0000E+00 OUTFLOW= .2502E+02 BASIN STORAGE= .2208E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.48 697.13 223.02 1.46 5.00 684.95 225.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8152E+02 EXCESS= .0000E+00 OUTFLOW= .8153E+02 BASIN STORAGE= .2854E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.54 662.85 223.07 1.38 5.00 651.41 225.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7728E+02 EXCESS= .0000E+00 OUTFLOW= .7729E+02 BASIN STORAGE= .2745E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.63 608.43 224.77 1.28 5.00 606.72 225.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7145E+02 EXCESS= .0000E+00 OUTFLOW= .7146E+02 BASIN STORAGE= .2710E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.72 566.68 223.25 1.17 5.00 557.59 225.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6554E+02 EXCESS= .0000E+00 OUTFLOW= .6555E+02 BASIN STORAGE= .2436E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.80 530.36 224.15 1.09 5.00 525.23 225.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6118E+02 EXCESS= .0000E+00 OUTFLOW= .6118E+02 BASIN STORAGE= .1957E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 3.96 456.30 225.80 .95 5.00 455.95 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5330E+02 EXCESS= .0000E+00 OUTFLOW= .5331E+02 BASIN STORAGE= .1980E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 4.17 391.26 225.31 .80 5.00 390.34 225.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4498E+02 EXCESS= .0000E+00 OUTFLOW= .4499E+02 BASIN STORAGE= .2063E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RF3A MANE 4.39 335.75 223.65 .68 5.00 332.23 225.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3829E+02 EXCESS= .0000E+00 OUTFLOW= .3830E+02 BASIN STORAGE= .2698E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 3.94 1254.93 224.33 1.51 5.00 1244.95 225.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1521E+03 EXCESS= .0000E+00 OUTFLOW= .1522E+03 BASIN STORAGE= .7841E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.02 1188.30 224.86 1.43 5.00 1186.28 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+03 EXCESS= .0000E+00 OUTFLOW= .1444E+03 BASIN STORAGE= .1030E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.14 1109.08 223.54 1.33 5.00 1094.28 225.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1338E+03 EXCESS= .0000E+00 OUTFLOW= .1339E+03 BASIN STORAGE= .8810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.27 1005.55 222.17 1.22 5.00 1003.58 225.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1230E+03 EXCESS= .0000E+00 OUTFLOW= .1230E+03 BASIN STORAGE= .1032E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.39 960.00 223.75 1.14 5.00 949.40 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1151E+03 EXCESS= .0000E+00 OUTFLOW= .1151E+03 BASIN STORAGE= .1099E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.63 825.25 226.79 1.00 5.00 823.09 225.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1006E+03 EXCESS= .0000E+00 OUTFLOW= .1006E+03 BASIN STORAGE= .9282E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 4.94 704.62 227.24 .85 5.00 700.01 225.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8540E+02 EXCESS= .0000E+00 OUTFLOW= .8543E+02 BASIN STORAGE= .7625E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS11 MANE 5.00 619.74 225.00 .72 5.00 619.74 225.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7307E+02 EXCESS= .0000E+00 OUTFLOW= .7310E+02 BASIN STORAGE= .1029E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE .93 1902.40 225.00 1.00 5.00 1902.37 225.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2374E+03 EXCESS= .0000E+00 OUTFLOW= .2374E+03 BASIN STORAGE= .2191E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE .94 1811.74 224.57 .95 5.00 1811.61 225.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2255E+03 EXCESS= .0000E+00 OUTFLOW= .2255E+03 BASIN STORAGE= .2167E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE .97 1680.46 223.80 .88 5.00 1679.22 225.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+03 EXCESS= .0000E+00 OUTFLOW= .2091E+03 BASIN STORAGE= .2412E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE 1.01 1547.50 225.13 .81 5.00 1547.41 225.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1924E+03 EXCESS= .0000E+00 OUTFLOW= .1924E+03 BASIN STORAGE= .2399E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE 1.03 1461.20 225.17 .76 5.00 1461.15 225.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1802E+03 EXCESS= .0000E+00 OUTFLOW= .1802E+03 BASIN STORAGE= .2145E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE 1.08 1276.31 225.66 .67 5.00 1275.27 225.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1579E+03 EXCESS= .0000E+00 OUTFLOW= .1579E+03 BASIN STORAGE= .2418E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE 1.16 1089.98 225.23 .57 5.00 1088.38 225.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1344E+03 EXCESS= .0000E+00 OUTFLOW= .1344E+03 BASIN STORAGE= .2348E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCUFS12 MANE 1.22 960.38 226.01 .49 5.00 956.38 225.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1153E+03 EXCESS= .0000E+00 OUTFLOW= .1153E+03 BASIN STORAGE= .2251E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 318.53 225.00 1.79 5.00 318.53 225.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4063E+02 EXCESS= .0000E+00 OUTFLOW= .4064E+02 BASIN STORAGE= .3629E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 304.68 225.00 1.71 5.00 304.68 225.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3877E+02 EXCESS= .0000E+00 OUTFLOW= .3879E+02 BASIN STORAGE= .3545E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 285.40 225.00 1.59 5.00 285.40 225.00 1.59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3620E+02 EXCESS= .0000E+00 OUTFLOW= .3621E+02 BASIN STORAGE= .3426E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 265.62 225.00 1.48 5.00 265.62 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3358E+02 EXCESS= .0000E+00 OUTFLOW= .3359E+02 BASIN STORAGE= .3300E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 250.79 225.00 1.39 5.00 250.79 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3163E+02 EXCESS= .0000E+00 OUTFLOW= .3164E+02 BASIN STORAGE= .3203E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 223.88 225.00 1.24 5.00 223.88 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2809E+02 EXCESS= .0000E+00 OUTFLOW= .2810E+02 BASIN STORAGE= .2455E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 195.47 230.00 1.07 5.00 195.47 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2429E+02 EXCESS= .0000E+00 OUTFLOW= .2430E+02 BASIN STORAGE= .3497E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS14 MANE 5.00 172.19 230.00 .93 5.00 172.19 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2118E+02 EXCESS= .0000E+00 OUTFLOW= .2119E+02 BASIN STORAGE= .3147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.60 2533.51 226.19 1.14 5.00 2532.97 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3305E+03 EXCESS= .0000E+00 OUTFLOW= .3304E+03 BASIN STORAGE= .2608E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.63 2421.90 225.08 1.09 5.00 2419.99 225.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3145E+03 EXCESS= .0000E+00 OUTFLOW= .3144E+03 BASIN STORAGE= .2531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.67 2247.99 225.85 1.01 5.00 2240.22 225.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2922E+03 EXCESS= .0000E+00 OUTFLOW= .2921E+03 BASIN STORAGE= .2431E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.72 2076.70 225.27 .93 5.00 2071.35 225.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2695E+03 EXCESS= .0000E+00 OUTFLOW= .2694E+03 BASIN STORAGE= .2427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.75 1957.99 226.29 .87 5.00 1950.74 225.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2529E+03 EXCESS= .0000E+00 OUTFLOW= .2528E+03 BASIN STORAGE= .2091E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.84 1717.41 225.74 .77 5.00 1705.84 225.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2225E+03 EXCESS= .0000E+00 OUTFLOW= .2224E+03 BASIN STORAGE= .2316E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 1.94 1473.73 226.50 .66 5.00 1463.63 230.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1903E+03 EXCESS= .0000E+00 OUTFLOW= .1902E+03 BASIN STORAGE= .2117E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS15 MANE 2.03 1291.62 226.88 .57 5.00 1282.18 230.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1641E+03 EXCESS= .0000E+00 OUTFLOW= .1641E+03 BASIN STORAGE= .2182E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 256.14 230.00 1.54 5.00 256.14 230.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3648E+02 EXCESS= .0000E+00 OUTFLOW= .3649E+02 BASIN STORAGE= .2414E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 244.30 235.00 1.46 5.00 244.30 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3472E+02 EXCESS= .0000E+00 OUTFLOW= .3473E+02 BASIN STORAGE= .2355E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 228.27 235.00 1.36 5.00 228.27 235.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3229E+02 EXCESS= .0000E+00 OUTFLOW= .3230E+02 BASIN STORAGE= .2270E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 211.85 235.00 1.26 5.00 211.85 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2982E+02 EXCESS= .0000E+00 OUTFLOW= .2982E+02 BASIN STORAGE= .2181E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 199.57 235.00 1.18 5.00 199.57 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2798E+02 EXCESS= .0000E+00 OUTFLOW= .2799E+02 BASIN STORAGE= .3136E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 177.13 235.00 1.04 5.00 177.13 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2466E+02 EXCESS= .0000E+00 OUTFLOW= .2467E+02 BASIN STORAGE= .2943E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 152.97 235.00 .89 5.00 152.97 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2111E+02 EXCESS= .0000E+00 OUTFLOW= .2112E+02 BASIN STORAGE= .3034E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS16 MANE 5.00 132.91 235.00 .77 5.00 132.91 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+02 EXCESS= .0000E+00 OUTFLOW= .1824E+02 BASIN STORAGE= .2829E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.29 3154.22 226.63 1.25 5.00 3149.55 225.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4299E+03 EXCESS= .0000E+00 OUTFLOW= .4299E+03 BASIN STORAGE= .1993E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.32 3018.89 227.45 1.19 5.00 3010.73 225.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4097E+03 EXCESS= .0000E+00 OUTFLOW= .4097E+03 BASIN STORAGE= .1963E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.37 2800.81 225.56 1.10 5.00 2790.53 225.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3811E+03 EXCESS= .0000E+00 OUTFLOW= .3811E+03 BASIN STORAGE= .2063E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.43 2595.11 226.03 1.02 5.00 2579.85 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3524E+03 EXCESS= .0000E+00 OUTFLOW= .3524E+03 BASIN STORAGE= .2085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.47 2449.95 227.66 .96 5.00 2436.98 225.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3313E+03 EXCESS= .0000E+00 OUTFLOW= .3313E+03 BASIN STORAGE= .2140E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.57 2152.97 226.50 .85 5.00 2137.89 230.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2926E+03 EXCESS= .0000E+00 OUTFLOW= .2926E+03 BASIN STORAGE= .1814E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.70 1854.63 229.13 .73 5.00 1846.78 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2515E+03 EXCESS= .0000E+00 OUTFLOW= .2515E+03 BASIN STORAGE= .2116E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS18 MANE 2.81 1626.26 230.15 .63 5.00 1626.24 230.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2181E+03 EXCESS= .0000E+00 OUTFLOW= .2181E+03 BASIN STORAGE= .2281E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .30 10918.49 230.06 .33 5.00 10918.40 230.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1522E+04 EXCESS= .0000E+00 OUTFLOW= .1522E+04 BASIN STORAGE= .1435E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .31 10390.58 230.05 .31 5.00 10390.16 230.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1446E+04 EXCESS= .0000E+00 OUTFLOW= .1446E+04 BASIN STORAGE= .1380E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .32 9633.57 230.15 .29 5.00 9632.32 230.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1340E+04 EXCESS= .0000E+00 OUTFLOW= .1340E+04 BASIN STORAGE= .1437E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .33 8874.89 230.30 .27 5.00 8873.92 230.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1233E+04 EXCESS= .0000E+00 OUTFLOW= .1233E+04 BASIN STORAGE= .1439E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .34 8326.34 230.22 .25 5.00 8322.86 230.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1155E+04 EXCESS= .0000E+00 OUTFLOW= .1155E+04 BASIN STORAGE= .1366E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .35 7272.02 230.30 .22 5.00 7265.31 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1012E+04 EXCESS= .0000E+00 OUTFLOW= .1012E+04 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .38 6173.61 230.42 .19 5.00 6162.57 230.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8619E+03 EXCESS= .0000E+00 OUTFLOW= .8619E+03 BASIN STORAGE= .1365E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS19 MANE .40 5280.78 230.42 .16 5.00 5266.51 230.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7403E+03 EXCESS= .0000E+00 OUTFLOW= .7403E+03 BASIN STORAGE= .1437E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.26 80.02 225.80 .71 5.00 79.96 225.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9659E+01 EXCESS= .0000E+00 OUTFLOW= .9658E+01 BASIN STORAGE= .2332E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.29 74.69 224.59 .66 5.00 74.55 225.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8984E+01 EXCESS= .0000E+00 OUTFLOW= .8983E+01 BASIN STORAGE= .2275E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.34 66.76 224.93 .59 5.00 66.75 225.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8065E+01 EXCESS= .0000E+00 OUTFLOW= .8065E+01 BASIN STORAGE= .2491E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.40 58.70 225.80 .53 5.00 58.47 225.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7153E+01 EXCESS= .0000E+00 OUTFLOW= .7152E+01 BASIN STORAGE= .2481E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.45 53.05 225.54 .48 5.00 52.82 225.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6491E+01 EXCESS= .0000E+00 OUTFLOW= .6491E+01 BASIN STORAGE= .2471E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.56 42.91 224.98 .39 5.00 42.91 225.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5337E+01 EXCESS= .0000E+00 OUTFLOW= .5336E+01 BASIN STORAGE= .2445E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.70 32.55 226.89 .31 5.00 32.27 230.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4163E+01 EXCESS= .0000E+00 OUTFLOW= .4163E+01 BASIN STORAGE= .2450E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS22 MANE 2.75 24.57 231.00 .24 5.00 24.54 230.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3268E+01 EXCESS= .0000E+00 OUTFLOW= .3268E+01 BASIN STORAGE= .2167E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE .98 129.49 226.46 .69 5.00 128.91 230.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1668E+02 EXCESS= .0000E+00 OUTFLOW= .1668E+02 BASIN STORAGE= .1044E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE .99 120.35 226.87 .64 5.00 119.69 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1550E+02 EXCESS= .0000E+00 OUTFLOW= .1550E+02 BASIN STORAGE= .9831E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.01 107.43 227.07 .57 5.00 107.10 230.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1390E+02 EXCESS= .0000E+00 OUTFLOW= .1390E+02 BASIN STORAGE= .1010E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.04 94.13 229.89 .51 5.00 94.12 230.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1231E+02 EXCESS= .0000E+00 OUTFLOW= .1231E+02 BASIN STORAGE= .1023E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.06 84.89 230.39 .46 5.00 84.89 230.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+02 EXCESS= .0000E+00 OUTFLOW= .1115E+02 BASIN STORAGE= .1033E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.11 68.71 230.33 .38 5.00 68.66 230.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9145E+01 EXCESS= .0000E+00 OUTFLOW= .9145E+01 BASIN STORAGE= .1056E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.17 51.71 230.91 .29 5.00 51.54 230.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7105E+01 EXCESS= .0000E+00 OUTFLOW= .7105E+01 BASIN STORAGE= .1049E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23 MANE 1.24 39.03 302.78 .23 5.00 38.98 305.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5553E+01 EXCESS= .0000E+00 OUTFLOW= .5553E+01 BASIN STORAGE= .9928E-04 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 2.98 231.32 232.26 .75 5.00 230.27 230.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3054E+02 EXCESS= .0000E+00 OUTFLOW= .3054E+02 BASIN STORAGE= .3713E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 3.06 215.08 232.87 .70 5.00 214.55 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2845E+02 EXCESS= .0000E+00 OUTFLOW= .2846E+02 BASIN STORAGE= .3081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 3.20 192.88 233.44 .63 5.00 192.25 230.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2561E+02 EXCESS= .0000E+00 OUTFLOW= .2562E+02 BASIN STORAGE= .3258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 3.36 171.22 231.69 .56 5.00 169.83 230.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2279E+02 EXCESS= .0000E+00 OUTFLOW= .2280E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 3.49 154.96 233.99 .51 5.00 153.72 235.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2074E+02 EXCESS= .0000E+00 OUTFLOW= .2074E+02 BASIN STORAGE= .3262E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 3.78 126.61 234.67 .42 5.00 126.31 235.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1715E+02 EXCESS= .0000E+00 OUTFLOW= .1715E+02 BASIN STORAGE= .3349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 4.21 97.07 235.74 .33 5.00 96.88 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+02 EXCESS= .0000E+00 OUTFLOW= .1349E+02 BASIN STORAGE= .3295E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFS23- MANE 4.25 74.70 233.75 .26 5.00 74.53 235.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1068E+02 EXCESS= .0000E+00 OUTFLOW= .1068E+02 BASIN STORAGE= .2956E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.20 403.14 233.18 .79 5.00 399.00 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5425E+02 EXCESS= .0000E+00 OUTFLOW= .5425E+02 BASIN STORAGE= .2840E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.26 376.24 232.91 .74 5.00 373.41 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5064E+02 EXCESS= .0000E+00 OUTFLOW= .5064E+02 BASIN STORAGE= .2825E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.36 338.88 233.47 .67 5.00 336.58 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4573E+02 EXCESS= .0000E+00 OUTFLOW= .4573E+02 BASIN STORAGE= .2769E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.47 301.59 234.86 .60 5.00 301.23 235.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4085E+02 EXCESS= .0000E+00 OUTFLOW= .4085E+02 BASIN STORAGE= .3036E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.57 273.66 233.98 .54 5.00 272.90 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3727E+02 EXCESS= .0000E+00 OUTFLOW= .3727E+02 BASIN STORAGE= .3343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 2.78 226.03 236.23 .45 5.00 225.31 235.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3102E+02 EXCESS= .0000E+00 OUTFLOW= .3102E+02 BASIN STORAGE= .2913E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 3.07 175.82 236.34 .36 5.00 175.03 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2461E+02 EXCESS= .0000E+00 OUTFLOW= .2461E+02 BASIN STORAGE= .3101E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS24 MANE 3.39 137.36 237.00 .29 5.00 136.44 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1967E+02 EXCESS= .0000E+00 OUTFLOW= .1968E+02 BASIN STORAGE= .2942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.02 541.07 232.39 .79 5.00 537.23 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7311E+02 EXCESS= .0000E+00 OUTFLOW= .7311E+02 BASIN STORAGE= .2850E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.08 504.90 232.75 .74 5.00 502.29 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6824E+02 EXCESS= .0000E+00 OUTFLOW= .6825E+02 BASIN STORAGE= .3042E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.17 454.69 234.20 .67 5.00 452.72 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6161E+02 EXCESS= .0000E+00 OUTFLOW= .6161E+02 BASIN STORAGE= .3049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.27 406.18 233.86 .60 5.00 404.35 235.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5506E+02 EXCESS= .0000E+00 OUTFLOW= .5506E+02 BASIN STORAGE= .2881E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.36 366.88 233.76 .54 5.00 366.16 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5020E+02 EXCESS= .0000E+00 OUTFLOW= .5020E+02 BASIN STORAGE= .3442E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.55 302.38 234.43 .45 5.00 302.17 235.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4179E+02 EXCESS= .0000E+00 OUTFLOW= .4180E+02 BASIN STORAGE= .3009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 2.82 235.67 236.49 .36 5.00 233.34 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3316E+02 EXCESS= .0000E+00 OUTFLOW= .3316E+02 BASIN STORAGE= .3583E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS25 MANE 3.11 182.95 239.27 .29 5.00 182.61 240.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2651E+02 EXCESS= .0000E+00 OUTFLOW= .2651E+02 BASIN STORAGE= .2927E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.26 580.24 232.44 .77 5.00 579.19 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7959E+02 EXCESS= .0000E+00 OUTFLOW= .7959E+02 BASIN STORAGE= .2062E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.29 540.69 235.09 .72 5.00 540.62 235.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7423E+02 EXCESS= .0000E+00 OUTFLOW= .7423E+02 BASIN STORAGE= .2128E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.35 486.45 235.71 .65 5.00 486.15 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6693E+02 EXCESS= .0000E+00 OUTFLOW= .6693E+02 BASIN STORAGE= .1775E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.41 433.71 235.44 .58 5.00 433.22 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5973E+02 EXCESS= .0000E+00 OUTFLOW= .5973E+02 BASIN STORAGE= .2081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.47 392.69 236.21 .53 5.00 391.37 235.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5439E+02 EXCESS= .0000E+00 OUTFLOW= .5439E+02 BASIN STORAGE= .2083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.59 323.40 236.23 .44 5.00 321.16 235.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4518E+02 EXCESS= .0000E+00 OUTFLOW= .4518E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.76 249.79 237.52 .34 5.00 248.25 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3572E+02 EXCESS= .0000E+00 OUTFLOW= .3572E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCUFS26 MANE 1.95 193.99 239.33 .27 5.00 193.80 240.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2845E+02 EXCESS= .0000E+00 OUTFLOW= .2846E+02 BASIN STORAGE= .1928E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.64 267.70 225.42 1.93 5.00 266.57 225.00 1.93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3860E+02 EXCESS= .0000E+00 OUTFLOW= .3860E+02 BASIN STORAGE= .5356E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.66 259.14 227.10 1.85 5.00 257.15 225.00 1.85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3708E+02 EXCESS= .0000E+00 OUTFLOW= .3708E+02 BASIN STORAGE= .5312E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.70 244.26 225.89 1.75 5.00 242.43 225.00 1.75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3497E+02 EXCESS= .0000E+00 OUTFLOW= .3497E+02 BASIN STORAGE= .4285E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.75 230.46 228.58 1.64 5.00 229.81 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3280E+02 EXCESS= .0000E+00 OUTFLOW= .3280E+02 BASIN STORAGE= .5182E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.78 220.24 226.96 1.56 5.00 218.11 225.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3118E+02 EXCESS= .0000E+00 OUTFLOW= .3118E+02 BASIN STORAGE= .4611E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.85 200.95 227.35 1.41 5.00 198.99 225.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2822E+02 EXCESS= .0000E+00 OUTFLOW= .2822E+02 BASIN STORAGE= .5877E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 3.94 179.42 228.56 1.25 5.00 178.38 225.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2500E+02 EXCESS= .0000E+00 OUTFLOW= .2500E+02 BASIN STORAGE= .6130E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUFS27 MANE 4.02 160.80 225.34 1.12 5.00 160.01 225.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2233E+02 EXCESS= .0000E+00 OUTFLOW= .2233E+02 BASIN STORAGE= .4910E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .50 .00 325.00 .00 5.00 .00 325.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5780E-06 EXCESS= .0000E+00 OUTFLOW= .4729E-06 BASIN STORAGE= .2869E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .50 .00 399.50 .00 5.00 .00 400.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1419E-05 EXCESS= .0000E+00 OUTFLOW= .1419E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .50 .00 1485.00 .00 5.00 .00 1485.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2207E-05 EXCESS= .0000E+00 OUTFLOW= .2070E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .75 .00 1433.25 .00 5.00 .00 1435.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4588E-05 EXCESS= .0000E+00 OUTFLOW= .4045E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=-613.6

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .50 .00 551.00 .00 5.00 .00 550.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4524E-05 EXCESS= .0000E+00 OUTFLOW= .4258E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=-628.4

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE 1.00 .00 974.00 .00 5.00 .00 975.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4336E-05 EXCESS= .0000E+00 OUTFLOW= .3704E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=-647.2

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE 1.00 .00 934.00 .00 5.00 .00 935.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4125E-05 EXCESS= .0000E+00 OUTFLOW= .3599E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=-682.9

FOR PLAN = 1 RATIO= .00

RUPFLDB MANE .75 .00 992.25 .00 5.00 .00 990.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4314E-05 EXCESS= .0000E+00 OUTFLOW= .3704E-05 BASIN STORAGE= .2869E-04 PERCENT ERROR=-651.0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.03 261.90 227.31 1.56 5.00 258.44 230.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3658E+02 EXCESS= .0000E+00 OUTFLOW= .3659E+02 BASIN STORAGE= .2524E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.07 250.55 227.24 1.49 5.00 247.43 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3491E+02 EXCESS= .0000E+00 OUTFLOW= .3491E+02 BASIN STORAGE= .2430E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.12 234.06 226.86 1.39 5.00 231.91 230.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3258E+02 EXCESS= .0000E+00 OUTFLOW= .3258E+02 BASIN STORAGE= .2393E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.18 218.07 229.06 1.29 5.00 216.23 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3021E+02 EXCESS= .0000E+00 OUTFLOW= .3022E+02 BASIN STORAGE= .2115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.23 206.34 227.64 1.22 5.00 204.85 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2845E+02 EXCESS= .0000E+00 OUTFLOW= .2845E+02 BASIN STORAGE= .2092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.34 184.20 228.85 1.08 5.00 182.70 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2525E+02 EXCESS= .0000E+00 OUTFLOW= .2525E+02 BASIN STORAGE= .2198E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.47 160.26 229.63 .93 5.00 159.74 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2182E+02 EXCESS= .0000E+00 OUTFLOW= .2182E+02 BASIN STORAGE= .2528E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD1 MANE 2.60 140.36 229.07 .81 5.00 139.72 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1901E+02 EXCESS= .0000E+00 OUTFLOW= .1902E+02 BASIN STORAGE= .2447E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.71 422.49 227.20 1.51 5.00 417.02 225.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5795E+02 EXCESS= .0000E+00 OUTFLOW= .5795E+02 BASIN STORAGE= .2134E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.74 402.67 227.86 1.44 5.00 398.49 225.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5523E+02 EXCESS= .0000E+00 OUTFLOW= .5523E+02 BASIN STORAGE= .2597E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.79 378.56 226.85 1.34 5.00 372.46 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5148E+02 EXCESS= .0000E+00 OUTFLOW= .5148E+02 BASIN STORAGE= .2349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.84 350.38 228.08 1.24 5.00 345.99 225.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4765E+02 EXCESS= .0000E+00 OUTFLOW= .4765E+02 BASIN STORAGE= .2484E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.88 330.80 227.93 1.17 5.00 326.73 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4481E+02 EXCESS= .0000E+00 OUTFLOW= .4481E+02 BASIN STORAGE= .2279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 1.97 294.62 227.03 1.03 5.00 290.94 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3965E+02 EXCESS= .0000E+00 OUTFLOW= .3965E+02 BASIN STORAGE= .2287E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 2.09 255.43 227.86 .89 5.00 253.25 230.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3413E+02 EXCESS= .0000E+00 OUTFLOW= .3413E+02 BASIN STORAGE= .2334E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD2 MANE 2.21 222.10 227.64 .77 5.00 221.27 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2963E+02 EXCESS= .0000E+00 OUTFLOW= .2963E+02 BASIN STORAGE= .2595E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 524.13 230.00 .01 5.00 524.13 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7104E+02 EXCESS= .0000E+00 OUTFLOW= .7108E+02 BASIN STORAGE= .1140E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 498.43 230.00 .01 5.00 498.43 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6747E+02 EXCESS= .0000E+00 OUTFLOW= .6751E+02 BASIN STORAGE= .1126E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 462.71 230.00 .01 5.00 462.71 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6256E+02 EXCESS= .0000E+00 OUTFLOW= .6259E+02 BASIN STORAGE= .1051E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 426.05 230.00 .01 5.00 426.05 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5759E+02 EXCESS= .0000E+00 OUTFLOW= .5761E+02 BASIN STORAGE= .1040E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 399.02 235.00 .01 5.00 399.02 235.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5390E+02 EXCESS= .0000E+00 OUTFLOW= .5393E+02 BASIN STORAGE= .1028E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 352.17 235.00 .01 5.00 352.17 235.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4727E+02 EXCESS= .0000E+00 OUTFLOW= .4729E+02 BASIN STORAGE= .1004E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 302.19 235.00 .01 5.00 302.19 235.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4023E+02 EXCESS= .0000E+00 OUTFLOW= .4025E+02 BASIN STORAGE= .9782E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTD3 MANE 5.00 260.30 235.00 .01 5.00 260.30 235.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3456E+02 EXCESS= .0000E+00 OUTFLOW= .3457E+02 BASIN STORAGE= .9599E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.43 183.63 225.82 1.86 5.00 183.24 225.00 1.86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2609E+02 EXCESS= .0000E+00 OUTFLOW= .2609E+02 BASIN STORAGE= .2974E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.45 177.30 225.12 1.79 5.00 177.17 225.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2504E+02 EXCESS= .0000E+00 OUTFLOW= .2504E+02 BASIN STORAGE= .3278E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.47 167.60 225.18 1.68 5.00 167.41 225.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2357E+02 EXCESS= .0000E+00 OUTFLOW= .2357E+02 BASIN STORAGE= .3073E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.50 157.51 225.45 1.57 5.00 157.13 225.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2206E+02 EXCESS= .0000E+00 OUTFLOW= .2206E+02 BASIN STORAGE= .2708E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.53 150.28 225.12 1.49 5.00 150.16 225.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2094E+02 EXCESS= .0000E+00 OUTFLOW= .2094E+02 BASIN STORAGE= .2749E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.58 135.70 224.32 1.35 5.00 135.67 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1888E+02 EXCESS= .0000E+00 OUTFLOW= .1888E+02 BASIN STORAGE= .2985E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.64 120.70 226.96 1.19 5.00 120.65 225.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1665E+02 EXCESS= .0000E+00 OUTFLOW= .1665E+02 BASIN STORAGE= .2621E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD4 MANE 2.70 108.47 226.57 1.06 5.00 107.98 225.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1481E+02 EXCESS= .0000E+00 OUTFLOW= .1481E+02 BASIN STORAGE= .3292E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 2.83 508.74 229.37 1.84 5.00 507.93 230.00 1.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7668E+02 EXCESS= .0000E+00 OUTFLOW= .7668E+02 BASIN STORAGE= .1488E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 2.87 489.98 229.21 1.77 5.00 489.29 230.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7357E+02 EXCESS= .0000E+00 OUTFLOW= .7358E+02 BASIN STORAGE= .1449E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 2.92 463.79 230.45 1.66 5.00 463.39 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6921E+02 EXCESS= .0000E+00 OUTFLOW= .6922E+02 BASIN STORAGE= .1385E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 2.98 434.27 229.10 1.55 5.00 433.97 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6475E+02 EXCESS= .0000E+00 OUTFLOW= .6475E+02 BASIN STORAGE= .1619E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 3.02 414.30 229.58 1.47 5.00 413.96 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6142E+02 EXCESS= .0000E+00 OUTFLOW= .6143E+02 BASIN STORAGE= .1388E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 3.12 375.72 230.64 1.33 5.00 375.23 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5533E+02 EXCESS= .0000E+00 OUTFLOW= .5533E+02 BASIN STORAGE= .1793E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 3.24 333.13 229.73 1.17 5.00 333.04 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4874E+02 EXCESS= .0000E+00 OUTFLOW= .4875E+02 BASIN STORAGE= .1791E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD5 MANE 3.35 298.53 231.21 1.04 5.00 297.97 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4330E+02 EXCESS= .0000E+00 OUTFLOW= .4330E+02 BASIN STORAGE= .1549E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .72 780.06 230.69 1.69 5.00 778.87 230.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1165E+03 EXCESS= .0000E+00 OUTFLOW= .1165E+03 BASIN STORAGE= .4124E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .73 749.08 230.72 1.62 5.00 747.88 230.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+03 EXCESS= .0000E+00 OUTFLOW= .1115E+03 BASIN STORAGE= .4193E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .75 705.68 230.59 1.51 5.00 704.38 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1045E+03 EXCESS= .0000E+00 OUTFLOW= .1045E+03 BASIN STORAGE= .4409E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .76 658.26 230.30 1.41 5.00 657.36 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9731E+02 EXCESS= .0000E+00 OUTFLOW= .9731E+02 BASIN STORAGE= .4126E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .78 625.35 230.97 1.33 5.00 624.14 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9199E+02 EXCESS= .0000E+00 OUTFLOW= .9199E+02 BASIN STORAGE= .4143E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .80 563.10 230.76 1.19 5.00 561.60 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8229E+02 EXCESS= .0000E+00 OUTFLOW= .8229E+02 BASIN STORAGE= .4165E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .83 494.68 231.12 1.04 5.00 493.25 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7186E+02 EXCESS= .0000E+00 OUTFLOW= .7186E+02 BASIN STORAGE= .4082E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD6 MANE .87 438.17 230.55 .92 5.00 436.82 230.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6328E+02 EXCESS= .0000E+00 OUTFLOW= .6328E+02 BASIN STORAGE= .4174E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.08 1433.82 233.91 .04 5.00 1429.60 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2108E+03 EXCESS= .0000E+00 OUTFLOW= .2109E+03 BASIN STORAGE= .6508E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.13 1369.64 231.87 .04 5.00 1368.65 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2011E+03 EXCESS= .0000E+00 OUTFLOW= .2012E+03 BASIN STORAGE= .6436E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.22 1281.99 234.86 .04 5.00 1281.37 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1877E+03 EXCESS= .0000E+00 OUTFLOW= .1877E+03 BASIN STORAGE= .6492E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.31 1190.80 235.34 .04 5.00 1190.69 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1740E+03 EXCESS= .0000E+00 OUTFLOW= .1740E+03 BASIN STORAGE= .6777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.39 1130.43 234.07 .03 5.00 1127.68 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1638E+03 EXCESS= .0000E+00 OUTFLOW= .1639E+03 BASIN STORAGE= .7429E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.55 1006.92 234.59 .03 5.00 1005.88 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1454E+03 EXCESS= .0000E+00 OUTFLOW= .1454E+03 BASIN STORAGE= .7246E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.76 871.09 237.05 .03 5.00 871.08 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1257E+03 EXCESS= .0000E+00 OUTFLOW= .1257E+03 BASIN STORAGE= .6862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD7 MANE 3.97 764.11 234.01 .02 5.00 763.92 235.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1096E+03 EXCESS= .0000E+00 OUTFLOW= .1096E+03 BASIN STORAGE= .6537E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.71 199.16 225.10 1.87 5.00 198.97 225.00 1.87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2873E+02 EXCESS= .0000E+00 OUTFLOW= .2873E+02 BASIN STORAGE= .3831E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.73 191.72 226.83 1.79 5.00 190.54 225.00 1.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2757E+02 EXCESS= .0000E+00 OUTFLOW= .2757E+02 BASIN STORAGE= .3420E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.76 181.38 226.62 1.69 5.00 180.05 225.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2595E+02 EXCESS= .0000E+00 OUTFLOW= .2595E+02 BASIN STORAGE= .3381E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.80 170.70 226.60 1.58 5.00 169.33 225.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2430E+02 EXCESS= .0000E+00 OUTFLOW= .2430E+02 BASIN STORAGE= .3128E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.82 162.76 225.98 1.50 5.00 161.58 225.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2307E+02 EXCESS= .0000E+00 OUTFLOW= .2307E+02 BASIN STORAGE= .3440E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.88 147.72 227.46 1.36 5.00 146.75 225.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2082E+02 EXCESS= .0000E+00 OUTFLOW= .2082E+02 BASIN STORAGE= .3063E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 2.95 131.69 226.90 1.20 5.00 130.29 225.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1837E+02 EXCESS= .0000E+00 OUTFLOW= .1837E+02 BASIN STORAGE= .3060E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD8 MANE 3.01 118.02 225.86 1.06 5.00 117.09 225.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1635E+02 EXCESS= .0000E+00 OUTFLOW= .1635E+02 BASIN STORAGE= .3390E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.67 449.78 227.24 1.52 5.00 448.04 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6424E+02 EXCESS= .0000E+00 OUTFLOW= .6425E+02 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.70 429.38 228.17 1.45 5.00 427.72 230.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6128E+02 EXCESS= .0000E+00 OUTFLOW= .6128E+02 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.75 401.72 227.30 1.35 5.00 400.55 230.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5716E+02 EXCESS= .0000E+00 OUTFLOW= .5717E+02 BASIN STORAGE= .2514E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.80 374.04 228.52 1.25 5.00 372.47 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5300E+02 EXCESS= .0000E+00 OUTFLOW= .5300E+02 BASIN STORAGE= .2487E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.84 353.24 228.31 1.18 5.00 351.85 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4989E+02 EXCESS= .0000E+00 OUTFLOW= .4990E+02 BASIN STORAGE= .2297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 1.93 315.20 229.14 1.05 5.00 314.47 230.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4427E+02 EXCESS= .0000E+00 OUTFLOW= .4427E+02 BASIN STORAGE= .2348E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 2.04 273.62 228.10 .91 5.00 273.22 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3825E+02 EXCESS= .0000E+00 OUTFLOW= .3825E+02 BASIN STORAGE= .2309E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD9 MANE 2.15 240.00 229.75 .79 5.00 239.82 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3334E+02 EXCESS= .0000E+00 OUTFLOW= .3334E+02 BASIN STORAGE= .2558E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.30 624.94 230.76 1.43 5.00 624.09 230.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8871E+02 EXCESS= .0000E+00 OUTFLOW= .8871E+02 BASIN STORAGE= .2218E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.32 595.47 231.26 1.36 5.00 595.39 230.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8444E+02 EXCESS= .0000E+00 OUTFLOW= .8444E+02 BASIN STORAGE= .2023E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.36 556.17 230.91 1.27 5.00 554.93 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7856E+02 EXCESS= .0000E+00 OUTFLOW= .7857E+02 BASIN STORAGE= .1958E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.40 515.58 231.03 1.17 5.00 514.20 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7259E+02 EXCESS= .0000E+00 OUTFLOW= .7259E+02 BASIN STORAGE= .1962E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.43 485.62 230.89 1.10 5.00 484.02 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6816E+02 EXCESS= .0000E+00 OUTFLOW= .6816E+02 BASIN STORAGE= .2217E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.50 431.07 231.59 .97 5.00 429.57 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6015E+02 EXCESS= .0000E+00 OUTFLOW= .6015E+02 BASIN STORAGE= .2146E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.60 372.04 231.37 .83 5.00 369.55 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5160E+02 EXCESS= .0000E+00 OUTFLOW= .5160E+02 BASIN STORAGE= .2053E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD10 MANE 1.69 323.02 231.08 .72 5.00 321.48 230.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4466E+02 EXCESS= .0000E+00 OUTFLOW= .4467E+02 BASIN STORAGE= .2171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 2118.37 240.00 .06 5.00 2118.37 240.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3200E+03 EXCESS= .0000E+00 OUTFLOW= .3197E+03 BASIN STORAGE= .8778E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 2022.78 240.00 .06 5.00 2022.78 240.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3050E+03 EXCESS= .0000E+00 OUTFLOW= .3048E+03 BASIN STORAGE= .8771E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1888.11 240.00 .06 5.00 1888.11 240.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2842E+03 EXCESS= .0000E+00 OUTFLOW= .2840E+03 BASIN STORAGE= .8396E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1749.02 240.00 .05 5.00 1749.02 240.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2631E+03 EXCESS= .0000E+00 OUTFLOW= .2629E+03 BASIN STORAGE= .8371E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1645.71 240.00 .05 5.00 1645.71 240.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2474E+03 EXCESS= .0000E+00 OUTFLOW= .2472E+03 BASIN STORAGE= .8301E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1456.00 240.00 .04 5.00 1456.00 240.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2190E+03 EXCESS= .0000E+00 OUTFLOW= .2188E+03 BASIN STORAGE= .8403E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1260.76 245.00 .04 5.00 1260.76 245.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1887E+03 EXCESS= .0000E+00 OUTFLOW= .1885E+03 BASIN STORAGE= .8632E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD11 MANE 5.00 1100.47 245.00 .03 5.00 1100.47 245.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1640E+03 EXCESS= .0000E+00 OUTFLOW= .1638E+03 BASIN STORAGE= .8849E-02 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 2.63 2447.80 241.79 .07 5.00 2438.37 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3769E+03 EXCESS= .0000E+00 OUTFLOW= .3767E+03 BASIN STORAGE= .7209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 2.68 2334.67 240.98 .07 5.00 2323.43 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3590E+03 EXCESS= .0000E+00 OUTFLOW= .3588E+03 BASIN STORAGE= .7444E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 2.75 2179.16 242.24 .07 5.00 2168.89 245.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3343E+03 EXCESS= .0000E+00 OUTFLOW= .3341E+03 BASIN STORAGE= .7505E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 2.84 2016.25 244.13 .06 5.00 2007.80 245.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3092E+03 EXCESS= .0000E+00 OUTFLOW= .3090E+03 BASIN STORAGE= .7257E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 2.91 1898.26 244.36 .06 5.00 1892.69 245.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2905E+03 EXCESS= .0000E+00 OUTFLOW= .2903E+03 BASIN STORAGE= .7710E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 3.06 1683.19 244.46 .05 5.00 1680.06 245.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2567E+03 EXCESS= .0000E+00 OUTFLOW= .2566E+03 BASIN STORAGE= .7417E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 3.25 1445.89 243.64 .04 5.00 1445.40 245.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2207E+03 EXCESS= .0000E+00 OUTFLOW= .2206E+03 BASIN STORAGE= .7995E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD13 MANE 3.43 1256.68 247.11 .04 5.00 1252.76 245.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1914E+03 EXCESS= .0000E+00 OUTFLOW= .1913E+03 BASIN STORAGE= .7770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.13 794.63 215.40 1.51 5.00 789.91 215.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7407E+02 EXCESS= .0000E+00 OUTFLOW= .7407E+02 BASIN STORAGE= .1653E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.17 755.33 216.64 1.43 5.00 751.60 215.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7021E+02 EXCESS= .0000E+00 OUTFLOW= .7022E+02 BASIN STORAGE= .1620E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.22 703.49 217.27 1.32 5.00 700.48 215.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6493E+02 EXCESS= .0000E+00 OUTFLOW= .6493E+02 BASIN STORAGE= .1372E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.27 646.76 216.06 1.21 5.00 639.31 215.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5946E+02 EXCESS= .0000E+00 OUTFLOW= .5946E+02 BASIN STORAGE= .1520E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.32 605.47 215.87 1.13 5.00 598.75 215.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5549E+02 EXCESS= .0000E+00 OUTFLOW= .5549E+02 BASIN STORAGE= .1691E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.42 529.90 215.21 .99 5.00 527.85 215.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4835E+02 EXCESS= .0000E+00 OUTFLOW= .4835E+02 BASIN STORAGE= .1557E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.54 451.11 216.24 .83 5.00 444.43 215.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4074E+02 EXCESS= .0000E+00 OUTFLOW= .4074E+02 BASIN STORAGE= .1236E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503A MANE 2.67 385.79 216.31 .71 5.00 379.45 215.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3462E+02 EXCESS= .0000E+00 OUTFLOW= .3462E+02 BASIN STORAGE= .1350E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.45 1176.33 216.03 1.63 5.00 1150.93 215.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1135E+03 EXCESS= .0000E+00 OUTFLOW= .1135E+03 BASIN STORAGE= .1072E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.47 1126.13 216.32 1.55 5.00 1098.76 215.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1078E+03 EXCESS= .0000E+00 OUTFLOW= .1078E+03 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.50 1054.47 216.45 1.44 5.00 1025.74 215.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1002E+03 EXCESS= .0000E+00 OUTFLOW= .1002E+03 BASIN STORAGE= .1053E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.54 962.93 216.03 1.32 5.00 940.15 215.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9210E+02 EXCESS= .0000E+00 OUTFLOW= .9210E+02 BASIN STORAGE= .9577E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.57 902.59 217.10 1.24 5.00 883.66 215.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8631E+02 EXCESS= .0000E+00 OUTFLOW= .8631E+02 BASIN STORAGE= .1146E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.63 801.00 217.24 1.09 5.00 780.72 215.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7589E+02 EXCESS= .0000E+00 OUTFLOW= .7589E+02 BASIN STORAGE= .9307E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.72 685.57 216.27 .93 5.00 665.33 215.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6457E+02 EXCESS= .0000E+00 OUTFLOW= .6458E+02 BASIN STORAGE= .1138E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD1 MANE 1.80 592.25 217.42 .80 5.00 572.04 215.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5538E+02 EXCESS= .0000E+00 OUTFLOW= .5538E+02 BASIN STORAGE= .1144E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.64 1535.77 216.84 1.69 5.00 1493.75 220.00 1.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1556E+03 EXCESS= .0000E+00 OUTFLOW= .1557E+03 BASIN STORAGE= .2250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.68 1477.42 217.28 1.61 5.00 1437.52 220.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1482E+03 EXCESS= .0000E+00 OUTFLOW= .1482E+03 BASIN STORAGE= .2046E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.74 1364.28 219.19 1.49 5.00 1333.60 220.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1377E+03 EXCESS= .0000E+00 OUTFLOW= .1377E+03 BASIN STORAGE= .2700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.81 1258.07 219.31 1.38 5.00 1234.98 220.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1269E+03 EXCESS= .0000E+00 OUTFLOW= .1270E+03 BASIN STORAGE= .2756E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.87 1205.04 217.77 1.29 5.00 1172.27 220.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1192E+03 EXCESS= .0000E+00 OUTFLOW= .1192E+03 BASIN STORAGE= .2885E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 2.98 1054.12 217.22 1.14 5.00 1046.74 220.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1051E+03 EXCESS= .0000E+00 OUTFLOW= .1051E+03 BASIN STORAGE= .2469E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 3.12 914.76 218.55 .97 5.00 895.15 220.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8976E+02 EXCESS= .0000E+00 OUTFLOW= .8977E+02 BASIN STORAGE= .2801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD2 MANE 3.27 791.33 218.91 .84 5.00 778.67 220.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7736E+02 EXCESS= .0000E+00 OUTFLOW= .7737E+02 BASIN STORAGE= .2779E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 1.82 1884.15 218.47 1.73 5.00 1868.77 220.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2005E+03 EXCESS= .0000E+00 OUTFLOW= .2005E+03 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 1.84 1802.46 219.42 1.65 5.00 1797.99 220.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1912E+03 EXCESS= .0000E+00 OUTFLOW= .1912E+03 BASIN STORAGE= .1533E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 1.89 1680.93 218.97 1.53 5.00 1670.31 220.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+03 EXCESS= .0000E+00 OUTFLOW= .1777E+03 BASIN STORAGE= .1784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 1.93 1553.73 218.56 1.41 5.00 1546.32 220.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1642E+03 EXCESS= .0000E+00 OUTFLOW= .1642E+03 BASIN STORAGE= .1539E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 1.97 1468.47 218.38 1.33 5.00 1466.66 220.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1542E+03 EXCESS= .0000E+00 OUTFLOW= .1542E+03 BASIN STORAGE= .1623E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 2.04 1307.23 220.34 1.17 5.00 1305.59 220.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1363E+03 EXCESS= .0000E+00 OUTFLOW= .1363E+03 BASIN STORAGE= .1832E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 2.14 1121.60 220.71 1.01 5.00 1119.83 220.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1168E+03 EXCESS= .0000E+00 OUTFLOW= .1168E+03 BASIN STORAGE= .1761E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD3 MANE 2.24 977.96 219.48 .87 5.00 976.85 220.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1010E+03 EXCESS= .0000E+00 OUTFLOW= .1010E+03 BASIN STORAGE= .2003E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 1.97 328.08 222.64 1.92 5.00 322.15 225.00 1.92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4174E+02 EXCESS= .0000E+00 OUTFLOW= .4174E+02 BASIN STORAGE= .1024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.00 313.20 223.67 1.84 5.00 308.21 225.00 1.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3987E+02 EXCESS= .0000E+00 OUTFLOW= .3987E+02 BASIN STORAGE= .9446E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.04 295.17 222.03 1.72 5.00 290.05 225.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3728E+02 EXCESS= .0000E+00 OUTFLOW= .3728E+02 BASIN STORAGE= .1068E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.08 275.35 222.74 1.60 5.00 271.40 225.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+02 EXCESS= .0000E+00 OUTFLOW= .3463E+02 BASIN STORAGE= .1080E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.12 260.62 222.39 1.50 5.00 257.17 225.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3266E+02 EXCESS= .0000E+00 OUTFLOW= .3266E+02 BASIN STORAGE= .8531E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.19 233.51 223.60 1.34 5.00 230.20 225.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2908E+02 EXCESS= .0000E+00 OUTFLOW= .2908E+02 BASIN STORAGE= .9965E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.29 204.18 224.10 1.16 5.00 201.99 225.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2523E+02 EXCESS= .0000E+00 OUTFLOW= .2524E+02 BASIN STORAGE= .1025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD4 MANE 2.38 179.84 223.71 1.02 5.00 177.98 225.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2208E+02 EXCESS= .0000E+00 OUTFLOW= .2208E+02 BASIN STORAGE= .1016E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.47 2463.70 219.85 1.78 5.00 2463.49 220.00 1.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2783E+03 EXCESS= .0000E+00 OUTFLOW= .2784E+03 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.50 2363.86 220.17 1.70 5.00 2358.65 220.00 1.70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2656E+03 EXCESS= .0000E+00 OUTFLOW= .2656E+03 BASIN STORAGE= .2708E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.56 2204.01 220.15 1.58 5.00 2199.53 220.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2473E+03 EXCESS= .0000E+00 OUTFLOW= .2473E+03 BASIN STORAGE= .2530E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.62 2042.05 220.34 1.46 5.00 2032.58 220.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2288E+03 EXCESS= .0000E+00 OUTFLOW= .2288E+03 BASIN STORAGE= .2255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.67 1936.38 221.49 1.37 5.00 1910.82 220.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2151E+03 EXCESS= .0000E+00 OUTFLOW= .2151E+03 BASIN STORAGE= .2290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.77 1724.32 221.54 1.22 5.00 1693.52 220.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1905E+03 EXCESS= .0000E+00 OUTFLOW= .1905E+03 BASIN STORAGE= .2739E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 2.91 1481.01 220.80 1.05 5.00 1459.53 220.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1640E+03 EXCESS= .0000E+00 OUTFLOW= .1640E+03 BASIN STORAGE= .2884E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD5 MANE 3.03 1296.68 221.50 .91 5.00 1276.11 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1423E+03 EXCESS= .0000E+00 OUTFLOW= .1423E+03 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 2828.95 225.00 1.80 5.00 2828.95 225.00 1.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3234E+03 EXCESS= .0000E+00 OUTFLOW= .3236E+03 BASIN STORAGE= .1131E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 2704.25 225.00 1.72 5.00 2704.25 225.00 1.72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3086E+03 EXCESS= .0000E+00 OUTFLOW= .3087E+03 BASIN STORAGE= .1691E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 2520.11 225.00 1.60 5.00 2520.11 225.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2877E+03 EXCESS= .0000E+00 OUTFLOW= .2879E+03 BASIN STORAGE= .1125E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 2327.25 225.00 1.48 5.00 2327.25 225.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2662E+03 EXCESS= .0000E+00 OUTFLOW= .2664E+03 BASIN STORAGE= .1135E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 2185.39 225.00 1.39 5.00 2185.39 225.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2503E+03 EXCESS= .0000E+00 OUTFLOW= .2504E+03 BASIN STORAGE= .1137E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 1958.04 230.00 1.24 5.00 1958.04 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2220E+03 EXCESS= .0000E+00 OUTFLOW= .2222E+03 BASIN STORAGE= .1135E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 1704.82 230.00 1.07 5.00 1704.82 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1914E+03 EXCESS= .0000E+00 OUTFLOW= .1915E+03 BASIN STORAGE= .1147E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD6 MANE 5.00 1496.58 230.00 .93 5.00 1496.58 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1664E+03 EXCESS= .0000E+00 OUTFLOW= .1665E+03 BASIN STORAGE= .1182E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.58 1381.47 240.25 1.55 5.00 1380.19 240.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2235E+03 EXCESS= .0000E+00 OUTFLOW= .2235E+03 BASIN STORAGE= .2284E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.63 1308.19 241.54 1.47 5.00 1306.23 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2118E+03 EXCESS= .0000E+00 OUTFLOW= .2118E+03 BASIN STORAGE= .2011E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.69 1211.86 241.99 1.36 5.00 1210.62 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1957E+03 EXCESS= .0000E+00 OUTFLOW= .1958E+03 BASIN STORAGE= .2050E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.76 1115.92 240.15 1.25 5.00 1115.31 240.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1795E+03 EXCESS= .0000E+00 OUTFLOW= .1795E+03 BASIN STORAGE= .1859E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.82 1042.51 242.45 1.16 5.00 1040.41 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1675E+03 EXCESS= .0000E+00 OUTFLOW= .1675E+03 BASIN STORAGE= .1762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 2.94 912.68 241.15 1.01 5.00 909.25 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1459E+03 EXCESS= .0000E+00 OUTFLOW= .1459E+03 BASIN STORAGE= .2531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 3.10 772.03 241.76 .86 5.00 767.62 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1231E+03 EXCESS= .0000E+00 OUTFLOW= .1231E+03 BASIN STORAGE= .1997E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB73A MANE 3.26 655.75 241.20 .73 5.00 654.14 245.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1047E+03 EXCESS= .0000E+00 OUTFLOW= .1047E+03 BASIN STORAGE= .2199E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .81 1520.57 240.31 1.57 5.00 1520.34 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2587E+03 EXCESS= .0000E+00 OUTFLOW= .2587E+03 BASIN STORAGE= .5597E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .82 1440.53 240.32 1.49 5.00 1440.20 240.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2451E+03 EXCESS= .0000E+00 OUTFLOW= .2451E+03 BASIN STORAGE= .6675E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .84 1336.46 240.15 1.38 5.00 1336.15 240.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+03 EXCESS= .0000E+00 OUTFLOW= .2267E+03 BASIN STORAGE= .5869E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .86 1232.31 240.29 1.26 5.00 1231.71 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2081E+03 EXCESS= .0000E+00 OUTFLOW= .2081E+03 BASIN STORAGE= .5654E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .88 1150.88 240.20 1.18 5.00 1150.42 240.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1943E+03 EXCESS= .0000E+00 OUTFLOW= .1943E+03 BASIN STORAGE= .6340E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .92 1007.84 240.30 1.03 5.00 1007.25 240.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1695E+03 EXCESS= .0000E+00 OUTFLOW= .1695E+03 BASIN STORAGE= .6528E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE .97 853.54 240.59 .87 5.00 852.45 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1432E+03 EXCESS= .0000E+00 OUTFLOW= .1432E+03 BASIN STORAGE= .6223E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD7 MANE 1.02 728.24 240.65 .74 5.00 727.01 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1220E+03 EXCESS= .0000E+00 OUTFLOW= .1220E+03 BASIN STORAGE= .6345E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 138.12 220.00 1.55 5.00 138.12 220.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1246E+02 EXCESS= .0000E+00 OUTFLOW= .1247E+02 BASIN STORAGE= .2238E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 131.77 220.00 1.47 5.00 131.77 220.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1182E+02 EXCESS= .0000E+00 OUTFLOW= .1182E+02 BASIN STORAGE= .2191E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 122.92 220.00 1.36 5.00 122.92 220.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1093E+02 EXCESS= .0000E+00 OUTFLOW= .1094E+02 BASIN STORAGE= .2123E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 113.83 220.00 1.25 5.00 113.83 220.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1003E+02 EXCESS= .0000E+00 OUTFLOW= .1004E+02 BASIN STORAGE= .2050E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 107.01 220.00 1.16 5.00 107.01 220.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9367E+01 EXCESS= .0000E+00 OUTFLOW= .9372E+01 BASIN STORAGE= .1995E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 94.58 220.00 1.01 5.00 94.58 220.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8169E+01 EXCESS= .0000E+00 OUTFLOW= .8171E+01 BASIN STORAGE= .2136E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 80.85 220.00 .86 5.00 80.85 220.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6901E+01 EXCESS= .0000E+00 OUTFLOW= .6902E+01 BASIN STORAGE= .2007E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB503D MANE 5.00 69.48 220.00 .73 5.00 69.48 220.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5879E+01 EXCESS= .0000E+00 OUTFLOW= .5881E+01 BASIN STORAGE= .1892E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 3.71 1855.50 222.66 1.58 5.00 1843.60 225.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3259E+03 EXCESS= .0000E+00 OUTFLOW= .3260E+03 BASIN STORAGE= .3643E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 3.77 1760.45 222.72 1.50 5.00 1749.47 225.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3090E+03 EXCESS= .0000E+00 OUTFLOW= .3090E+03 BASIN STORAGE= .4369E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 3.87 1635.57 224.48 1.38 5.00 1632.57 225.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2859E+03 EXCESS= .0000E+00 OUTFLOW= .2859E+03 BASIN STORAGE= .3511E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 3.98 1495.10 222.81 1.27 5.00 1488.07 225.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2625E+03 EXCESS= .0000E+00 OUTFLOW= .2626E+03 BASIN STORAGE= .3683E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 4.07 1406.57 223.70 1.19 5.00 1400.04 225.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2453E+03 EXCESS= .0000E+00 OUTFLOW= .2453E+03 BASIN STORAGE= .3665E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 4.25 1223.50 225.38 1.04 5.00 1219.62 225.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2140E+03 EXCESS= .0000E+00 OUTFLOW= .2140E+03 BASIN STORAGE= .3691E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 4.49 1039.05 224.48 .88 5.00 1037.07 225.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1810E+03 EXCESS= .0000E+00 OUTFLOW= .1811E+03 BASIN STORAGE= .3900E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD9 MANE 4.72 882.03 240.84 .75 5.00 879.35 240.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1543E+03 EXCESS= .0000E+00 OUTFLOW= .1543E+03 BASIN STORAGE= .3740E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.07 2163.79 227.47 1.61 5.00 2162.99 230.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3771E+03 EXCESS= .0000E+00 OUTFLOW= .3771E+03 BASIN STORAGE= .2740E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.13 2060.01 231.28 1.52 5.00 2058.94 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3578E+03 EXCESS= .0000E+00 OUTFLOW= .3578E+03 BASIN STORAGE= .3609E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.20 1909.64 230.10 1.41 5.00 1909.63 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3314E+03 EXCESS= .0000E+00 OUTFLOW= .3314E+03 BASIN STORAGE= .2881E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.29 1759.00 233.60 1.30 5.00 1753.04 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3046E+03 EXCESS= .0000E+00 OUTFLOW= .3046E+03 BASIN STORAGE= .2887E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.36 1653.86 228.17 1.21 5.00 1651.00 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2850E+03 EXCESS= .0000E+00 OUTFLOW= .2851E+03 BASIN STORAGE= .3796E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.51 1443.31 231.34 1.06 5.00 1442.41 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2491E+03 EXCESS= .0000E+00 OUTFLOW= .2491E+03 BASIN STORAGE= .3462E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.69 1235.33 228.83 .90 5.00 1233.29 230.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2115E+03 EXCESS= .0000E+00 OUTFLOW= .2115E+03 BASIN STORAGE= .3483E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD10 MANE 3.89 1048.45 233.20 .77 5.00 1046.52 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1807E+03 EXCESS= .0000E+00 OUTFLOW= .1807E+03 BASIN STORAGE= .2926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.69 10711.85 291.12 1.83 5.00 10703.88 290.00 1.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2723E+04 EXCESS= .0000E+00 OUTFLOW= .2723E+04 BASIN STORAGE= .7276E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.72 10208.08 291.37 1.74 5.00 10197.97 290.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2589E+04 EXCESS= .0000E+00 OUTFLOW= .2589E+04 BASIN STORAGE= .6861E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.77 9509.36 292.29 1.62 5.00 9500.93 295.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2403E+04 EXCESS= .0000E+00 OUTFLOW= .2403E+04 BASIN STORAGE= .7198E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.83 8794.68 292.02 1.49 5.00 8789.70 295.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2215E+04 EXCESS= .0000E+00 OUTFLOW= .2215E+04 BASIN STORAGE= .6028E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.87 8262.10 293.47 1.40 5.00 8259.02 295.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2076E+04 EXCESS= .0000E+00 OUTFLOW= .2076E+04 BASIN STORAGE= .6262E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 1.96 7294.99 293.96 1.23 5.00 7294.00 295.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+04 EXCESS= .0000E+00 OUTFLOW= .1823E+04 BASIN STORAGE= .6595E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 2.08 6258.48 297.11 1.05 5.00 6255.52 295.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1555E+04 EXCESS= .0000E+00 OUTFLOW= .1555E+04 BASIN STORAGE= .6470E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB502 MANE 2.20 5409.77 298.73 .90 5.00 5405.91 300.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1337E+04 EXCESS= .0000E+00 OUTFLOW= .1337E+04 BASIN STORAGE= .6766E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 2.79 10801.20 292.77 1.83 5.00 10799.43 295.00 1.83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2740E+04 EXCESS= .0000E+00 OUTFLOW= .2740E+04 BASIN STORAGE= .1172E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 2.84 10290.65 292.54 1.74 5.00 10290.47 295.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2605E+04 EXCESS= .0000E+00 OUTFLOW= .2605E+04 BASIN STORAGE= .1179E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 2.92 9583.59 294.77 1.62 5.00 9583.06 295.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2418E+04 EXCESS= .0000E+00 OUTFLOW= .2418E+04 BASIN STORAGE= .1016E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 3.01 8863.21 294.63 1.49 5.00 8862.99 295.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2229E+04 EXCESS= .0000E+00 OUTFLOW= .2229E+04 BASIN STORAGE= .1247E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 3.08 8327.69 295.55 1.40 5.00 8326.38 295.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2088E+04 EXCESS= .0000E+00 OUTFLOW= .2088E+04 BASIN STORAGE= .1260E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 3.23 7354.20 296.98 1.23 5.00 7350.15 295.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+04 EXCESS= .0000E+00 OUTFLOW= .1834E+04 BASIN STORAGE= .9965E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 3.42 6307.50 297.77 1.04 5.00 6299.04 300.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1564E+04 EXCESS= .0000E+00 OUTFLOW= .1564E+04 BASIN STORAGE= .1287E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503C MANE 3.62 5446.03 296.75 .90 5.00 5445.73 300.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1344E+04 EXCESS= .0000E+00 OUTFLOW= .1345E+04 BASIN STORAGE= .1243E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.01 529.55 214.06 1.91 5.00 526.26 215.00 1.91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5095E+02 EXCESS= .0000E+00 OUTFLOW= .5096E+02 BASIN STORAGE= .2039E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.06 505.29 213.87 1.82 5.00 503.24 215.00 1.82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4864E+02 EXCESS= .0000E+00 OUTFLOW= .4865E+02 BASIN STORAGE= .2210E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.12 480.28 214.96 1.71 5.00 480.05 215.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4548E+02 EXCESS= .0000E+00 OUTFLOW= .4549E+02 BASIN STORAGE= .1682E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.18 445.43 216.42 1.58 5.00 441.33 215.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4221E+02 EXCESS= .0000E+00 OUTFLOW= .4222E+02 BASIN STORAGE= .1840E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.24 418.68 216.89 1.49 5.00 416.86 215.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3977E+02 EXCESS= .0000E+00 OUTFLOW= .3978E+02 BASIN STORAGE= .1680E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.35 376.04 214.30 1.33 5.00 375.16 215.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3537E+02 EXCESS= .0000E+00 OUTFLOW= .3537E+02 BASIN STORAGE= .2305E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.49 332.35 216.39 1.15 5.00 324.78 215.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3062E+02 EXCESS= .0000E+00 OUTFLOW= .3063E+02 BASIN STORAGE= .2287E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD12 MANE 3.63 289.97 217.77 1.00 5.00 287.37 215.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2674E+02 EXCESS= .0000E+00 OUTFLOW= .2675E+02 BASIN STORAGE= .1806E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .69 12083.79 275.69 1.74 5.00 12064.19 275.00 1.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2507E+04 EXCESS= .0000E+00 OUTFLOW= .2507E+04 BASIN STORAGE= .2206E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .70 11499.76 275.81 1.66 5.00 11479.67 275.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2381E+04 EXCESS= .0000E+00 OUTFLOW= .2381E+04 BASIN STORAGE= .2181E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .72 10689.84 276.06 1.54 5.00 10669.55 275.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2207E+04 EXCESS= .0000E+00 OUTFLOW= .2207E+04 BASIN STORAGE= .2096E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .74 9865.38 276.12 1.41 5.00 9844.51 275.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2031E+04 EXCESS= .0000E+00 OUTFLOW= .2031E+04 BASIN STORAGE= .2117E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .76 9251.27 275.86 1.32 5.00 9230.39 275.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1900E+04 EXCESS= .0000E+00 OUTFLOW= .1900E+04 BASIN STORAGE= .2226E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .80 8135.29 276.40 1.16 5.00 8123.34 280.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1664E+04 EXCESS= .0000E+00 OUTFLOW= .1664E+04 BASIN STORAGE= .2224E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .85 6937.11 276.93 .98 5.00 6935.59 280.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1414E+04 EXCESS= .0000E+00 OUTFLOW= .1414E+04 BASIN STORAGE= .2076E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB503B MANE .89 5965.29 280.11 .84 5.00 5965.08 280.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1211E+04 EXCESS= .0000E+00 OUTFLOW= .1211E+04 BASIN STORAGE= .2066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 4.99 158.38 219.41 1.48 5.00 157.53 220.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1645E+02 EXCESS= .0000E+00 OUTFLOW= .1646E+02 BASIN STORAGE= .2021E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 152.79 220.00 1.41 5.00 152.79 220.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1560E+02 EXCESS= .0000E+00 OUTFLOW= .1560E+02 BASIN STORAGE= .1744E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 141.61 220.00 1.30 5.00 141.61 220.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1441E+02 EXCESS= .0000E+00 OUTFLOW= .1442E+02 BASIN STORAGE= .2681E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 130.20 220.00 1.19 5.00 130.20 220.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1321E+02 EXCESS= .0000E+00 OUTFLOW= .1322E+02 BASIN STORAGE= .2470E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 121.69 220.00 1.11 5.00 121.69 220.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1233E+02 EXCESS= .0000E+00 OUTFLOW= .1233E+02 BASIN STORAGE= .2392E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 106.22 220.00 .97 5.00 106.22 220.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1073E+02 EXCESS= .0000E+00 OUTFLOW= .1074E+02 BASIN STORAGE= .2246E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 89.60 220.00 .82 5.00 89.60 220.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9048E+01 EXCESS= .0000E+00 OUTFLOW= .9052E+01 BASIN STORAGE= .2077E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RBD15 MANE 5.00 75.90 225.00 .69 5.00 75.90 225.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7692E+01 EXCESS= .0000E+00 OUTFLOW= .7695E+01 BASIN STORAGE= .2184E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.56 509.78 215.07 1.94 5.00 509.37 215.00 1.94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5019E+02 EXCESS= .0000E+00 OUTFLOW= .5020E+02 BASIN STORAGE= .1784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.59 488.53 215.27 1.86 5.00 487.34 215.00 1.86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4799E+02 EXCESS= .0000E+00 OUTFLOW= .4799E+02 BASIN STORAGE= .1728E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.64 456.39 214.08 1.74 5.00 455.42 215.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4489E+02 EXCESS= .0000E+00 OUTFLOW= .4490E+02 BASIN STORAGE= .1734E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.70 428.19 215.85 1.62 5.00 426.46 215.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4178E+02 EXCESS= .0000E+00 OUTFLOW= .4179E+02 BASIN STORAGE= .1584E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.74 404.63 213.94 1.52 5.00 404.14 215.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3944E+02 EXCESS= .0000E+00 OUTFLOW= .3944E+02 BASIN STORAGE= .1292E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.83 368.62 215.35 1.36 5.00 366.52 215.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3527E+02 EXCESS= .0000E+00 OUTFLOW= .3527E+02 BASIN STORAGE= .1361E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 2.95 324.59 215.27 1.19 5.00 322.72 215.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3070E+02 EXCESS= .0000E+00 OUTFLOW= .3071E+02 BASIN STORAGE= .1519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD17 MANE 3.06 285.23 214.31 1.04 5.00 284.71 215.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2693E+02 EXCESS= .0000E+00 OUTFLOW= .2693E+02 BASIN STORAGE= .1402E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.03 921.10 218.37 1.94 5.00 902.22 220.00 1.94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9914E+02 EXCESS= .0000E+00 OUTFLOW= .9916E+02 BASIN STORAGE= .2185E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.07 883.18 218.28 1.85 5.00 865.35 220.00 1.85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9478E+02 EXCESS= .0000E+00 OUTFLOW= .9479E+02 BASIN STORAGE= .2207E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.14 817.45 219.65 1.73 5.00 811.60 220.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8863E+02 EXCESS= .0000E+00 OUTFLOW= .8865E+02 BASIN STORAGE= .2277E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.20 770.58 217.88 1.61 5.00 759.45 220.00 1.61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8248E+02 EXCESS= .0000E+00 OUTFLOW= .8250E+02 BASIN STORAGE= .2341E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.26 734.87 218.33 1.52 5.00 722.17 220.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7786E+02 EXCESS= .0000E+00 OUTFLOW= .7787E+02 BASIN STORAGE= .2073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.36 662.35 218.71 1.36 5.00 652.32 220.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6955E+02 EXCESS= .0000E+00 OUTFLOW= .6956E+02 BASIN STORAGE= .1858E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.50 572.53 220.74 1.18 5.00 571.98 220.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6053E+02 EXCESS= .0000E+00 OUTFLOW= .6054E+02 BASIN STORAGE= .2474E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD18 MANE 3.64 516.97 218.62 1.04 5.00 510.38 220.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5316E+02 EXCESS= .0000E+00 OUTFLOW= .5318E+02 BASIN STORAGE= .1795E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .50 375.03 220.36 1.49 5.00 373.46 220.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4369E+02 EXCESS= .0000E+00 OUTFLOW= .4369E+02 BASIN STORAGE= .2377E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .51 356.52 220.33 1.42 5.00 355.10 220.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4144E+02 EXCESS= .0000E+00 OUTFLOW= .4144E+02 BASIN STORAGE= .2256E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .52 331.09 220.34 1.31 5.00 329.67 220.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3834E+02 EXCESS= .0000E+00 OUTFLOW= .3834E+02 BASIN STORAGE= .2313E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .53 305.16 220.76 1.20 5.00 303.74 220.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3521E+02 EXCESS= .0000E+00 OUTFLOW= .3521E+02 BASIN STORAGE= .2401E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .54 286.17 220.48 1.12 5.00 284.54 220.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3289E+02 EXCESS= .0000E+00 OUTFLOW= .3289E+02 BASIN STORAGE= .2260E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .56 250.98 220.71 .98 5.00 249.42 220.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2870E+02 EXCESS= .0000E+00 OUTFLOW= .2870E+02 BASIN STORAGE= .2223E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .59 213.06 220.41 .83 5.00 211.82 220.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2427E+02 EXCESS= .0000E+00 OUTFLOW= .2427E+02 BASIN STORAGE= .2320E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504A MANE .62 182.57 220.85 .71 5.00 181.15 220.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2070E+02 EXCESS= .0000E+00 OUTFLOW= .2070E+02 BASIN STORAGE= .2343E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.58 272.97 216.49 1.50 5.00 264.68 215.00 1.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2718E+02 EXCESS= .0000E+00 OUTFLOW= .2718E+02 BASIN STORAGE= .1116E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.62 262.80 217.25 1.42 5.00 252.61 215.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2581E+02 EXCESS= .0000E+00 OUTFLOW= .2581E+02 BASIN STORAGE= .1311E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.68 242.71 216.91 1.32 5.00 233.87 220.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2387E+02 EXCESS= .0000E+00 OUTFLOW= .2388E+02 BASIN STORAGE= .1512E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.75 223.79 216.94 1.21 5.00 216.66 220.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2193E+02 EXCESS= .0000E+00 OUTFLOW= .2193E+02 BASIN STORAGE= .1531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.80 209.64 218.56 1.13 5.00 202.33 220.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2049E+02 EXCESS= .0000E+00 OUTFLOW= .2050E+02 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 2.92 183.85 218.79 .99 5.00 178.44 220.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1791E+02 EXCESS= .0000E+00 OUTFLOW= .1791E+02 BASIN STORAGE= .1461E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 3.07 158.56 217.74 .84 5.00 153.69 220.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1515E+02 EXCESS= .0000E+00 OUTFLOW= .1516E+02 BASIN STORAGE= .1319E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504B MANE 3.22 135.65 218.74 .71 5.00 132.08 220.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1294E+02 EXCESS= .0000E+00 OUTFLOW= .1294E+02 BASIN STORAGE= .1107E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE .93 26545.41 305.76 1.77 5.00 26505.79 305.00 1.77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6419E+04 EXCESS= .0000E+00 OUTFLOW= .6419E+04 BASIN STORAGE= .4862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE .95 25302.67 305.70 1.68 5.00 25263.16 305.00 1.68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6101E+04 EXCESS= .0000E+00 OUTFLOW= .6101E+04 BASIN STORAGE= .4513E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE .97 23571.89 306.34 1.56 5.00 23522.94 305.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5662E+04 EXCESS= .0000E+00 OUTFLOW= .5662E+04 BASIN STORAGE= .4524E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE 1.00 21801.89 306.58 1.44 5.00 21749.64 305.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5216E+04 EXCESS= .0000E+00 OUTFLOW= .5216E+04 BASIN STORAGE= .4942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE 1.03 20485.07 306.79 1.35 5.00 20446.17 310.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4886E+04 EXCESS= .0000E+00 OUTFLOW= .4886E+04 BASIN STORAGE= .4955E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE 1.08 18088.03 306.68 1.18 5.00 18076.86 310.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4289E+04 EXCESS= .0000E+00 OUTFLOW= .4289E+04 BASIN STORAGE= .4632E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE 1.14 15521.25 310.22 1.01 5.00 15520.33 310.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3654E+04 EXCESS= .0000E+00 OUTFLOW= .3654E+04 BASIN STORAGE= .4501E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD20 MANE 1.21 13422.07 310.97 .87 5.00 13421.44 310.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+04 EXCESS= .0000E+00 OUTFLOW= .3140E+04 BASIN STORAGE= .4574E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 213.63 220.00 1.45 5.00 213.63 220.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2148E+02 EXCESS= .0000E+00 OUTFLOW= .2148E+02 BASIN STORAGE= .2042E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 203.02 220.00 1.37 5.00 203.02 220.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2036E+02 EXCESS= .0000E+00 OUTFLOW= .2037E+02 BASIN STORAGE= .1995E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 188.30 220.00 1.27 5.00 188.30 220.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1882E+02 EXCESS= .0000E+00 OUTFLOW= .1883E+02 BASIN STORAGE= .2989E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 173.26 220.00 1.16 5.00 173.26 220.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1726E+02 EXCESS= .0000E+00 OUTFLOW= .1727E+02 BASIN STORAGE= .2875E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 162.04 220.00 1.09 5.00 162.04 220.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1611E+02 EXCESS= .0000E+00 OUTFLOW= .1612E+02 BASIN STORAGE= .2787E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 141.62 220.00 .95 5.00 141.62 220.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1404E+02 EXCESS= .0000E+00 OUTFLOW= .1404E+02 BASIN STORAGE= .2620E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 119.66 220.00 .80 5.00 119.66 220.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1184E+02 EXCESS= .0000E+00 OUTFLOW= .1185E+02 BASIN STORAGE= .2428E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB504C MANE 5.00 101.40 220.00 .68 5.00 101.40 220.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1008E+02 EXCESS= .0000E+00 OUTFLOW= .1008E+02 BASIN STORAGE= .2709E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.15 323.06 219.67 1.54 5.00 322.75 220.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3620E+02 EXCESS= .0000E+00 OUTFLOW= .3620E+02 BASIN STORAGE= .9233E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.19 306.05 220.90 1.46 5.00 305.87 220.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3436E+02 EXCESS= .0000E+00 OUTFLOW= .3436E+02 BASIN STORAGE= .1212E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.24 285.49 219.28 1.35 5.00 284.97 220.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3181E+02 EXCESS= .0000E+00 OUTFLOW= .3181E+02 BASIN STORAGE= .9711E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.29 263.84 220.26 1.24 5.00 263.36 220.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2924E+02 EXCESS= .0000E+00 OUTFLOW= .2924E+02 BASIN STORAGE= .9768E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.34 247.75 220.05 1.16 5.00 247.64 220.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2734E+02 EXCESS= .0000E+00 OUTFLOW= .2734E+02 BASIN STORAGE= .1001E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.44 216.68 219.33 1.01 5.00 216.63 220.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2389E+02 EXCESS= .0000E+00 OUTFLOW= .2389E+02 BASIN STORAGE= .1191E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.56 185.85 220.30 .86 5.00 185.27 220.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2024E+02 EXCESS= .0000E+00 OUTFLOW= .2024E+02 BASIN STORAGE= .1196E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RBD21 MANE 2.69 159.65 220.29 .73 5.00 159.05 220.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1730E+02 EXCESS= .0000E+00 OUTFLOW= .1730E+02 BASIN STORAGE= .1148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.23 551.29 220.43 1.64 5.00 550.33 220.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6287E+02 EXCESS= .0000E+00 OUTFLOW= .6288E+02 BASIN STORAGE= .1505E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.26 525.87 219.35 1.56 5.00 524.58 220.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5981E+02 EXCESS= .0000E+00 OUTFLOW= .5981E+02 BASIN STORAGE= .1372E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.31 491.20 219.43 1.45 5.00 490.22 220.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5558E+02 EXCESS= .0000E+00 OUTFLOW= .5559E+02 BASIN STORAGE= .1310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.36 456.21 219.91 1.34 5.00 456.07 220.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5133E+02 EXCESS= .0000E+00 OUTFLOW= .5133E+02 BASIN STORAGE= .1553E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.41 426.99 221.61 1.26 5.00 426.93 220.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4813E+02 EXCESS= .0000E+00 OUTFLOW= .4813E+02 BASIN STORAGE= .1286E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.50 379.65 220.35 1.11 5.00 378.48 220.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4236E+02 EXCESS= .0000E+00 OUTFLOW= .4236E+02 BASIN STORAGE= .1259E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.62 327.64 220.27 .95 5.00 326.61 220.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3623E+02 EXCESS= .0000E+00 OUTFLOW= .3624E+02 BASIN STORAGE= .1205E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCBD22 MANE 2.74 283.12 222.05 .82 5.00 281.46 220.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3124E+02 EXCESS= .0000E+00 OUTFLOW= .3124E+02 BASIN STORAGE= .1479E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE .85 485.29 226.58 .02 5.00 482.56 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6151E+02 EXCESS= .0000E+00 OUTFLOW= .6151E+02 BASIN STORAGE= .1216E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE .87 460.90 226.08 .02 5.00 458.37 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5831E+02 EXCESS= .0000E+00 OUTFLOW= .5831E+02 BASIN STORAGE= .1155E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE .90 427.41 226.79 .01 5.00 425.36 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5388E+02 EXCESS= .0000E+00 OUTFLOW= .5388E+02 BASIN STORAGE= .1124E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE .93 392.93 226.19 .01 5.00 391.87 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4941E+02 EXCESS= .0000E+00 OUTFLOW= .4941E+02 BASIN STORAGE= .1219E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE .95 367.61 226.65 .01 5.00 366.65 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4611E+02 EXCESS= .0000E+00 OUTFLOW= .4611E+02 BASIN STORAGE= .1134E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE 1.00 321.59 226.99 .01 5.00 321.41 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4016E+02 EXCESS= .0000E+00 OUTFLOW= .4016E+02 BASIN STORAGE= .1167E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE 1.07 272.67 229.49 .01 5.00 272.50 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3387E+02 EXCESS= .0000E+00 OUTFLOW= .3387E+02 BASIN STORAGE= .1222E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD2 MANE 1.14 232.89 229.49 .01 5.00 232.80 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2881E+02 EXCESS= .0000E+00 OUTFLOW= .2881E+02 BASIN STORAGE= .1110E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .66 698.11 226.21 .02 5.00 692.95 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8998E+02 EXCESS= .0000E+00 OUTFLOW= .8998E+02 BASIN STORAGE= .1007E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .67 662.92 226.24 .02 5.00 658.18 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8529E+02 EXCESS= .0000E+00 OUTFLOW= .8529E+02 BASIN STORAGE= .1010E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .69 614.60 226.27 .02 5.00 610.76 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7883E+02 EXCESS= .0000E+00 OUTFLOW= .7883E+02 BASIN STORAGE= .1087E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .72 564.88 226.17 .02 5.00 562.52 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7229E+02 EXCESS= .0000E+00 OUTFLOW= .7229E+02 BASIN STORAGE= .1088E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .74 528.16 226.47 .02 5.00 526.41 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6746E+02 EXCESS= .0000E+00 OUTFLOW= .6746E+02 BASIN STORAGE= .9993E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .78 461.77 226.51 .02 5.00 461.19 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5876E+02 EXCESS= .0000E+00 OUTFLOW= .5876E+02 BASIN STORAGE= .9984E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .83 390.98 230.29 .01 5.00 390.95 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4956E+02 EXCESS= .0000E+00 OUTFLOW= .4956E+02 BASIN STORAGE= .1095E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD3 MANE .89 334.04 230.19 .01 5.00 333.95 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4216E+02 EXCESS= .0000E+00 OUTFLOW= .4216E+02 BASIN STORAGE= .1092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .41 989.22 225.49 .03 5.00 985.94 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1269E+03 EXCESS= .0000E+00 OUTFLOW= .1269E+03 BASIN STORAGE= .7688E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .42 938.28 225.64 .03 5.00 935.18 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+03 EXCESS= .0000E+00 OUTFLOW= .1202E+03 BASIN STORAGE= .7615E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .44 868.37 225.77 .03 5.00 865.50 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1110E+03 EXCESS= .0000E+00 OUTFLOW= .1110E+03 BASIN STORAGE= .7268E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .45 797.24 225.57 .03 5.00 793.88 225.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1016E+03 EXCESS= .0000E+00 OUTFLOW= .1016E+03 BASIN STORAGE= .7686E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .46 744.42 225.80 .02 5.00 741.28 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9475E+02 EXCESS= .0000E+00 OUTFLOW= .9475E+02 BASIN STORAGE= .7301E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .49 648.89 225.87 .02 5.00 645.59 225.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8236E+02 EXCESS= .0000E+00 OUTFLOW= .8236E+02 BASIN STORAGE= .7637E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .52 546.35 225.76 .02 5.00 543.22 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6927E+02 EXCESS= .0000E+00 OUTFLOW= .6927E+02 BASIN STORAGE= .7311E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD4 MANE .56 463.70 226.03 .02 5.00 462.71 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5877E+02 EXCESS= .0000E+00 OUTFLOW= .5877E+02 BASIN STORAGE= .7473E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .52 1260.73 225.68 .04 5.00 1253.42 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1675E+03 EXCESS= .0000E+00 OUTFLOW= .1675E+03 BASIN STORAGE= .1043E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .53 1197.58 225.59 .04 5.00 1190.59 225.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1588E+03 EXCESS= .0000E+00 OUTFLOW= .1588E+03 BASIN STORAGE= .9991E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .55 1110.63 225.92 .04 5.00 1103.94 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1469E+03 EXCESS= .0000E+00 OUTFLOW= .1469E+03 BASIN STORAGE= .9966E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .57 1021.37 225.70 .04 5.00 1017.46 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1349E+03 EXCESS= .0000E+00 OUTFLOW= .1349E+03 BASIN STORAGE= .1053E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .58 955.77 225.97 .03 5.00 953.20 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1260E+03 EXCESS= .0000E+00 OUTFLOW= .1260E+03 BASIN STORAGE= .1039E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .61 836.19 226.05 .03 5.00 835.84 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1100E+03 EXCESS= .0000E+00 OUTFLOW= .1100E+03 BASIN STORAGE= .1057E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .66 710.28 230.09 .02 5.00 710.22 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9296E+02 EXCESS= .0000E+00 OUTFLOW= .9296E+02 BASIN STORAGE= .1039E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD5 MANE .70 607.83 230.19 .02 5.00 607.69 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7928E+02 EXCESS= .0000E+00 OUTFLOW= .7928E+02 BASIN STORAGE= .1041E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 2.76 1502.26 229.49 .05 5.00 1498.72 230.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2025E+03 EXCESS= .0000E+00 OUTFLOW= .2026E+03 BASIN STORAGE= .6198E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 2.82 1427.10 228.46 .05 5.00 1426.11 230.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1924E+03 EXCESS= .0000E+00 OUTFLOW= .1924E+03 BASIN STORAGE= .6862E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 2.90 1328.18 229.45 .05 5.00 1325.92 230.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1784E+03 EXCESS= .0000E+00 OUTFLOW= .1784E+03 BASIN STORAGE= .6675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 3.00 1227.53 228.01 .04 5.00 1227.06 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1642E+03 EXCESS= .0000E+00 OUTFLOW= .1643E+03 BASIN STORAGE= .5938E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 3.08 1150.63 230.89 .04 5.00 1150.22 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+03 EXCESS= .0000E+00 OUTFLOW= .1537E+03 BASIN STORAGE= .7470E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 3.24 1011.22 230.18 .04 5.00 1010.65 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+03 EXCESS= .0000E+00 OUTFLOW= .1348E+03 BASIN STORAGE= .6786E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 3.45 863.10 231.34 .03 5.00 861.63 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1146E+03 EXCESS= .0000E+00 OUTFLOW= .1147E+03 BASIN STORAGE= .6175E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD6 MANE 3.66 741.29 230.89 .03 5.00 738.49 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9838E+02 EXCESS= .0000E+00 OUTFLOW= .9840E+02 BASIN STORAGE= .7335E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.61 122.86 229.34 1.15 5.00 122.54 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1644E+02 EXCESS= .0000E+00 OUTFLOW= .1644E+02 BASIN STORAGE= .3244E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.64 116.11 229.31 1.08 5.00 115.84 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1552E+02 EXCESS= .0000E+00 OUTFLOW= .1552E+02 BASIN STORAGE= .3108E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.68 107.16 230.50 .99 5.00 107.00 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1426E+02 EXCESS= .0000E+00 OUTFLOW= .1426E+02 BASIN STORAGE= .2973E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.73 97.40 229.34 .90 5.00 97.26 230.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1298E+02 EXCESS= .0000E+00 OUTFLOW= .1298E+02 BASIN STORAGE= .2607E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.77 90.71 230.01 .84 5.00 90.70 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1204E+02 EXCESS= .0000E+00 OUTFLOW= .1204E+02 BASIN STORAGE= .2822E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.85 78.21 231.22 .72 5.00 77.90 230.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+02 EXCESS= .0000E+00 OUTFLOW= .1036E+02 BASIN STORAGE= .3237E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 2.96 65.04 231.01 .60 5.00 64.78 230.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8604E+01 EXCESS= .0000E+00 OUTFLOW= .8604E+01 BASIN STORAGE= .2937E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTBD7 MANE 3.07 54.06 230.17 .50 5.00 54.00 230.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7202E+01 EXCESS= .0000E+00 OUTFLOW= .7202E+01 BASIN STORAGE= .2931E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.00 430.05 229.51 1.46 5.00 429.53 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6083E+02 EXCESS= .0000E+00 OUTFLOW= .6083E+02 BASIN STORAGE= .2745E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.03 410.01 227.77 1.39 5.00 409.83 230.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5788E+02 EXCESS= .0000E+00 OUTFLOW= .5788E+02 BASIN STORAGE= .3079E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.09 383.05 229.88 1.29 5.00 382.94 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5382E+02 EXCESS= .0000E+00 OUTFLOW= .5383E+02 BASIN STORAGE= .2651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.16 354.77 228.45 1.19 5.00 353.92 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4970E+02 EXCESS= .0000E+00 OUTFLOW= .4970E+02 BASIN STORAGE= .2554E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.21 334.58 229.54 1.12 5.00 334.03 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4664E+02 EXCESS= .0000E+00 OUTFLOW= .4664E+02 BASIN STORAGE= .2996E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.32 296.35 229.42 .99 5.00 295.70 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4111E+02 EXCESS= .0000E+00 OUTFLOW= .4111E+02 BASIN STORAGE= .2496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.46 254.10 231.18 .85 5.00 254.03 230.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3522E+02 EXCESS= .0000E+00 OUTFLOW= .3522E+02 BASIN STORAGE= .2974E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD8 MANE 2.60 220.30 231.68 .73 5.00 220.15 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3043E+02 EXCESS= .0000E+00 OUTFLOW= .3043E+02 BASIN STORAGE= .2789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.16 725.24 230.57 1.51 5.00 724.79 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1036E+03 EXCESS= .0000E+00 OUTFLOW= .1036E+03 BASIN STORAGE= .1876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.19 693.06 230.08 1.44 5.00 692.84 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9868E+02 EXCESS= .0000E+00 OUTFLOW= .9868E+02 BASIN STORAGE= .2096E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.22 648.36 230.19 1.34 5.00 647.87 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9191E+02 EXCESS= .0000E+00 OUTFLOW= .9191E+02 BASIN STORAGE= .2094E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.26 601.18 230.97 1.24 5.00 600.56 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8502E+02 EXCESS= .0000E+00 OUTFLOW= .8502E+02 BASIN STORAGE= .2076E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.28 567.72 231.18 1.16 5.00 567.18 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7990E+02 EXCESS= .0000E+00 OUTFLOW= .7990E+02 BASIN STORAGE= .2096E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.35 504.29 230.22 1.03 5.00 503.72 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7063E+02 EXCESS= .0000E+00 OUTFLOW= .7064E+02 BASIN STORAGE= .2158E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.43 436.24 231.23 .88 5.00 434.36 230.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6073E+02 EXCESS= .0000E+00 OUTFLOW= .6073E+02 BASIN STORAGE= .2167E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD9 MANE 1.51 379.48 230.77 .77 5.00 377.94 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5266E+02 EXCESS= .0000E+00 OUTFLOW= .5267E+02 BASIN STORAGE= .1830E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE .98 987.60 230.11 1.62 5.00 987.49 230.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1447E+03 EXCESS= .0000E+00 OUTFLOW= .1447E+03 BASIN STORAGE= .2052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.00 945.89 230.11 1.54 5.00 945.77 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1382E+03 EXCESS= .0000E+00 OUTFLOW= .1382E+03 BASIN STORAGE= .1821E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.02 887.87 230.91 1.44 5.00 887.49 230.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1292E+03 EXCESS= .0000E+00 OUTFLOW= .1292E+03 BASIN STORAGE= .2030E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.05 826.63 230.21 1.34 5.00 826.44 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1201E+03 EXCESS= .0000E+00 OUTFLOW= .1201E+03 BASIN STORAGE= .1784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.07 783.32 230.95 1.27 5.00 782.91 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1133E+03 EXCESS= .0000E+00 OUTFLOW= .1133E+03 BASIN STORAGE= .1748E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.12 700.80 230.18 1.13 5.00 700.43 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+03 EXCESS= .0000E+00 OUTFLOW= .1009E+03 BASIN STORAGE= .1719E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.19 610.93 230.11 .98 5.00 610.63 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8758E+02 EXCESS= .0000E+00 OUTFLOW= .8759E+02 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD10 MANE 1.25 537.60 230.97 .86 5.00 536.62 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7672E+02 EXCESS= .0000E+00 OUTFLOW= .7672E+02 BASIN STORAGE= .1791E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.15 2720.57 232.18 .10 5.00 2720.15 230.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3849E+03 EXCESS= .0000E+00 OUTFLOW= .3850E+03 BASIN STORAGE= .6331E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.19 2598.98 229.95 .09 5.00 2598.91 230.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3668E+03 EXCESS= .0000E+00 OUTFLOW= .3668E+03 BASIN STORAGE= .5840E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.25 2426.50 229.54 .09 5.00 2425.12 230.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3417E+03 EXCESS= .0000E+00 OUTFLOW= .3417E+03 BASIN STORAGE= .7405E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.32 2253.06 229.46 .08 5.00 2251.65 230.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3161E+03 EXCESS= .0000E+00 OUTFLOW= .3161E+03 BASIN STORAGE= .6707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.37 2123.32 230.22 .08 5.00 2120.47 230.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2972E+03 EXCESS= .0000E+00 OUTFLOW= .2972E+03 BASIN STORAGE= .6524E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.49 1881.69 231.53 .07 5.00 1873.60 230.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2629E+03 EXCESS= .0000E+00 OUTFLOW= .2629E+03 BASIN STORAGE= .6760E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.64 1625.66 232.36 .06 5.00 1617.85 230.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2262E+03 EXCESS= .0000E+00 OUTFLOW= .2262E+03 BASIN STORAGE= .6098E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD11 MANE 2.79 1414.42 231.80 .05 5.00 1404.85 235.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1964E+03 EXCESS= .0000E+00 OUTFLOW= .1964E+03 BASIN STORAGE= .7097E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.06 135.00 232.89 .70 5.00 134.93 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1890E+02 EXCESS= .0000E+00 OUTFLOW= .1889E+02 BASIN STORAGE= .3530E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.11 125.32 233.30 .65 5.00 125.27 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1758E+02 EXCESS= .0000E+00 OUTFLOW= .1758E+02 BASIN STORAGE= .4027E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.18 111.98 235.43 .59 5.00 111.92 235.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1579E+02 EXCESS= .0000E+00 OUTFLOW= .1579E+02 BASIN STORAGE= .3265E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.26 98.75 238.19 .52 5.00 98.69 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1402E+02 EXCESS= .0000E+00 OUTFLOW= .1402E+02 BASIN STORAGE= .3226E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.33 89.43 236.37 .47 5.00 89.27 235.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1273E+02 EXCESS= .0000E+00 OUTFLOW= .1273E+02 BASIN STORAGE= .3083E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.47 72.34 235.95 .39 5.00 72.10 235.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1048E+02 EXCESS= .0000E+00 OUTFLOW= .1048E+02 BASIN STORAGE= .3806E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.66 55.45 238.03 .30 5.00 55.09 240.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8197E+01 EXCESS= .0000E+00 OUTFLOW= .8197E+01 BASIN STORAGE= .3968E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD12 MANE 3.25 42.06 240.50 .24 5.00 42.06 240.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6447E+01 EXCESS= .0000E+00 OUTFLOW= .6447E+01 BASIN STORAGE= .3107E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.60 355.95 232.53 .94 5.00 353.45 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5042E+02 EXCESS= .0000E+00 OUTFLOW= .5042E+02 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.64 335.12 231.80 .88 5.00 332.30 235.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4740E+02 EXCESS= .0000E+00 OUTFLOW= .4740E+02 BASIN STORAGE= .2214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.71 305.44 232.05 .81 5.00 303.32 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4327E+02 EXCESS= .0000E+00 OUTFLOW= .4327E+02 BASIN STORAGE= .2158E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.78 275.75 232.81 .73 5.00 274.26 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3913E+02 EXCESS= .0000E+00 OUTFLOW= .3913E+02 BASIN STORAGE= .2214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.84 253.94 233.33 .67 5.00 252.79 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3609E+02 EXCESS= .0000E+00 OUTFLOW= .3610E+02 BASIN STORAGE= .2119E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 1.96 215.11 233.79 .57 5.00 214.28 235.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3071E+02 EXCESS= .0000E+00 OUTFLOW= .3071E+02 BASIN STORAGE= .2161E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 2.13 174.42 234.72 .47 5.00 174.33 235.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2512E+02 EXCESS= .0000E+00 OUTFLOW= .2512E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD13 MANE 2.31 142.07 233.73 .39 5.00 141.98 235.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2073E+02 EXCESS= .0000E+00 OUTFLOW= .2073E+02 BASIN STORAGE= .2024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.11 604.11 230.34 1.22 5.00 603.58 230.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8965E+02 EXCESS= .0000E+00 OUTFLOW= .8965E+02 BASIN STORAGE= .1693E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.14 573.63 230.63 1.15 5.00 573.07 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8509E+02 EXCESS= .0000E+00 OUTFLOW= .8509E+02 BASIN STORAGE= .1854E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.17 531.40 230.79 1.07 5.00 530.81 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7883E+02 EXCESS= .0000E+00 OUTFLOW= .7883E+02 BASIN STORAGE= .1770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.21 488.96 231.33 .98 5.00 488.45 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7250E+02 EXCESS= .0000E+00 OUTFLOW= .7250E+02 BASIN STORAGE= .1642E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.24 457.11 231.40 .92 5.00 456.65 230.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6783E+02 EXCESS= .0000E+00 OUTFLOW= .6783E+02 BASIN STORAGE= .1652E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.31 400.41 230.94 .81 5.00 399.14 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5945E+02 EXCESS= .0000E+00 OUTFLOW= .5945E+02 BASIN STORAGE= .1854E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.40 339.78 231.27 .69 5.00 338.30 230.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5062E+02 EXCESS= .0000E+00 OUTFLOW= .5062E+02 BASIN STORAGE= .1639E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD14 MANE 1.49 291.01 231.14 .59 5.00 289.34 230.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4353E+02 EXCESS= .0000E+00 OUTFLOW= .4353E+02 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 2.99 3570.86 232.96 .13 5.00 3539.64 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5138E+03 EXCESS= .0000E+00 OUTFLOW= .5138E+03 BASIN STORAGE= .3556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.03 3399.44 233.46 .12 5.00 3375.89 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4895E+03 EXCESS= .0000E+00 OUTFLOW= .4895E+03 BASIN STORAGE= .4208E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.10 3182.27 232.61 .11 5.00 3152.90 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4559E+03 EXCESS= .0000E+00 OUTFLOW= .4560E+03 BASIN STORAGE= .4563E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.18 2946.70 232.00 .10 5.00 2925.32 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4218E+03 EXCESS= .0000E+00 OUTFLOW= .4219E+03 BASIN STORAGE= .4828E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.24 2784.53 233.37 .10 5.00 2766.17 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3966E+03 EXCESS= .0000E+00 OUTFLOW= .3966E+03 BASIN STORAGE= .4700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.37 2459.29 232.83 .09 5.00 2444.69 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3508E+03 EXCESS= .0000E+00 OUTFLOW= .3508E+03 BASIN STORAGE= .4514E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.54 2129.88 233.68 .07 5.00 2121.31 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3020E+03 EXCESS= .0000E+00 OUTFLOW= .3020E+03 BASIN STORAGE= .4748E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD15 MANE 3.71 1846.02 233.81 .06 5.00 1840.68 235.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2623E+03 EXCESS= .0000E+00 OUTFLOW= .2624E+03 BASIN STORAGE= .3782E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 1.98 140.17 233.49 .73 5.00 139.08 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1945E+02 EXCESS= .0000E+00 OUTFLOW= .1945E+02 BASIN STORAGE= .1651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.04 130.51 232.26 .68 5.00 129.58 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1812E+02 EXCESS= .0000E+00 OUTFLOW= .1812E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.13 116.98 234.12 .61 5.00 116.42 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1631E+02 EXCESS= .0000E+00 OUTFLOW= .1631E+02 BASIN STORAGE= .1767E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.24 103.56 234.71 .54 5.00 103.41 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1451E+02 EXCESS= .0000E+00 OUTFLOW= .1451E+02 BASIN STORAGE= .1663E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.33 93.85 235.00 .49 5.00 93.85 235.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1321E+02 EXCESS= .0000E+00 OUTFLOW= .1321E+02 BASIN STORAGE= .1781E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.52 76.74 234.69 .41 5.00 76.65 235.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1092E+02 EXCESS= .0000E+00 OUTFLOW= .1092E+02 BASIN STORAGE= .1865E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 2.80 58.91 235.14 .32 5.00 58.87 235.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8585E+01 EXCESS= .0000E+00 OUTFLOW= .8586E+01 BASIN STORAGE= .1700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD17 MANE 3.11 45.26 236.26 .25 5.00 45.00 240.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6794E+01 EXCESS= .0000E+00 OUTFLOW= .6795E+01 BASIN STORAGE= .1856E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 1.85 318.58 229.27 .97 5.00 318.38 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4405E+02 EXCESS= .0000E+00 OUTFLOW= .4405E+02 BASIN STORAGE= .2066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 1.89 300.11 229.17 .91 5.00 299.76 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4146E+02 EXCESS= .0000E+00 OUTFLOW= .4146E+02 BASIN STORAGE= .2366E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 1.96 274.51 229.54 .83 5.00 274.41 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3792E+02 EXCESS= .0000E+00 OUTFLOW= .3792E+02 BASIN STORAGE= .2217E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 2.04 248.76 228.57 .76 5.00 248.31 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3437E+02 EXCESS= .0000E+00 OUTFLOW= .3437E+02 BASIN STORAGE= .2328E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 2.11 229.85 229.61 .70 5.00 229.71 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3177E+02 EXCESS= .0000E+00 OUTFLOW= .3177E+02 BASIN STORAGE= .2446E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 2.25 195.75 229.05 .60 5.00 195.44 230.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2714E+02 EXCESS= .0000E+00 OUTFLOW= .2714E+02 BASIN STORAGE= .2066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 2.44 159.48 231.33 .49 5.00 159.22 230.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2232E+02 EXCESS= .0000E+00 OUTFLOW= .2232E+02 BASIN STORAGE= .2388E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD18 MANE 2.63 131.14 231.79 .41 5.00 130.54 230.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1853E+02 EXCESS= .0000E+00 OUTFLOW= .1853E+02 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.62 4089.61 232.03 .14 5.00 4068.60 235.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5934E+03 EXCESS= .0000E+00 OUTFLOW= .5934E+03 BASIN STORAGE= .5843E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.65 3896.42 231.60 .14 5.00 3876.65 235.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5649E+03 EXCESS= .0000E+00 OUTFLOW= .5650E+03 BASIN STORAGE= .5597E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.70 3628.03 233.29 .13 5.00 3614.94 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5259E+03 EXCESS= .0000E+00 OUTFLOW= .5259E+03 BASIN STORAGE= .5639E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.76 3360.98 233.50 .12 5.00 3348.83 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4860E+03 EXCESS= .0000E+00 OUTFLOW= .4861E+03 BASIN STORAGE= .5709E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.80 3164.88 233.51 .11 5.00 3158.09 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4566E+03 EXCESS= .0000E+00 OUTFLOW= .4566E+03 BASIN STORAGE= .5112E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 1.89 2790.70 234.11 .10 5.00 2788.41 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4033E+03 EXCESS= .0000E+00 OUTFLOW= .4033E+03 BASIN STORAGE= .5408E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 2.00 2407.16 234.03 .08 5.00 2406.16 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3466E+03 EXCESS= .0000E+00 OUTFLOW= .3466E+03 BASIN STORAGE= .5518E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD19 MANE 2.12 2089.26 237.25 .07 5.00 2083.14 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3006E+03 EXCESS= .0000E+00 OUTFLOW= .3006E+03 BASIN STORAGE= .5456E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .77 4271.65 235.40 .15 5.00 4270.81 235.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6259E+03 EXCESS= .0000E+00 OUTFLOW= .6259E+03 BASIN STORAGE= .2638E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .79 4071.76 235.23 .14 5.00 4070.50 235.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5961E+03 EXCESS= .0000E+00 OUTFLOW= .5961E+03 BASIN STORAGE= .2814E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .81 3797.64 235.36 .13 5.00 3795.47 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5549E+03 EXCESS= .0000E+00 OUTFLOW= .5549E+03 BASIN STORAGE= .2668E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .84 3518.85 235.09 .12 5.00 3517.85 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5131E+03 EXCESS= .0000E+00 OUTFLOW= .5131E+03 BASIN STORAGE= .2496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .86 3319.20 235.51 .12 5.00 3314.74 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4822E+03 EXCESS= .0000E+00 OUTFLOW= .4822E+03 BASIN STORAGE= .2795E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .90 2934.40 235.74 .10 5.00 2927.68 235.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4261E+03 EXCESS= .0000E+00 OUTFLOW= .4261E+03 BASIN STORAGE= .2838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE .95 2532.94 235.65 .09 5.00 2524.36 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3664E+03 EXCESS= .0000E+00 OUTFLOW= .3664E+03 BASIN STORAGE= .2674E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTBD20B MANE 1.01 2196.56 236.39 .08 5.00 2184.48 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3180E+03 EXCESS= .0000E+00 OUTFLOW= .3180E+03 BASIN STORAGE= .2762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.09 4412.35 235.42 .16 5.00 4410.48 235.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6496E+03 EXCESS= .0000E+00 OUTFLOW= .6496E+03 BASIN STORAGE= .9796E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.11 4205.37 235.59 .15 5.00 4202.90 235.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6187E+03 EXCESS= .0000E+00 OUTFLOW= .6187E+03 BASIN STORAGE= .9751E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.13 3922.53 236.18 .14 5.00 3918.88 235.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5759E+03 EXCESS= .0000E+00 OUTFLOW= .5759E+03 BASIN STORAGE= .9754E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.16 3635.79 235.97 .13 5.00 3630.34 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5325E+03 EXCESS= .0000E+00 OUTFLOW= .5325E+03 BASIN STORAGE= .1205E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.18 3422.53 235.60 .12 5.00 3415.24 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5004E+03 EXCESS= .0000E+00 OUTFLOW= .5004E+03 BASIN STORAGE= .1022E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.22 3027.64 236.17 .11 5.00 3016.47 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4422E+03 EXCESS= .0000E+00 OUTFLOW= .4422E+03 BASIN STORAGE= .1146E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.28 2608.12 236.92 .09 5.00 2592.44 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3801E+03 EXCESS= .0000E+00 OUTFLOW= .3801E+03 BASIN STORAGE= .1025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTD14 MANE 1.34 2260.10 236.94 .08 5.00 2239.80 240.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3298E+03 EXCESS= .0000E+00 OUTFLOW= .3298E+03 BASIN STORAGE= .1184E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE .92 4538.97 235.44 .16 5.00 4532.92 235.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6714E+03 EXCESS= .0000E+00 OUTFLOW= .6714E+03 BASIN STORAGE= .8265E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE .93 4325.24 236.14 .15 5.00 4319.87 235.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6394E+03 EXCESS= .0000E+00 OUTFLOW= .6394E+03 BASIN STORAGE= .9743E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE .95 4033.57 235.53 .14 5.00 4025.28 235.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5953E+03 EXCESS= .0000E+00 OUTFLOW= .5953E+03 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE .98 3738.90 236.23 .13 5.00 3728.38 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5505E+03 EXCESS= .0000E+00 OUTFLOW= .5505E+03 BASIN STORAGE= .8837E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE .99 3517.47 235.71 .12 5.00 3505.33 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5174E+03 EXCESS= .0000E+00 OUTFLOW= .5174E+03 BASIN STORAGE= .8153E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE 1.03 3109.30 236.57 .11 5.00 3093.64 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4573E+03 EXCESS= .0000E+00 OUTFLOW= .4573E+03 BASIN STORAGE= .9690E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE 1.08 2675.96 236.96 .09 5.00 2655.95 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3932E+03 EXCESS= .0000E+00 OUTFLOW= .3932E+03 BASIN STORAGE= .8999E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTD15 MANE 1.13 2315.06 236.52 .08 5.00 2309.71 240.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3413E+03 EXCESS= .0000E+00 OUTFLOW= .3413E+03 BASIN STORAGE= .8892E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTRDB MANE .75 .00 715.50 .00 5.00 .00 715.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9767E-05 EXCESS= .0000E+00 OUTFLOW= .8195E-05 BASIN STORAGE= .7449E-04 PERCENT ERROR=-746.5

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.39 272.13 227.24 .00 5.00 268.99 225.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3816E+02 EXCESS= .0000E+00 OUTFLOW= .3817E+02 BASIN STORAGE= .3662E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.45 261.31 227.53 .00 5.00 258.15 225.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3653E+02 EXCESS= .0000E+00 OUTFLOW= .3654E+02 BASIN STORAGE= .4589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.53 244.49 225.97 .00 5.00 242.51 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3426E+02 EXCESS= .0000E+00 OUTFLOW= .3427E+02 BASIN STORAGE= .4031E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.62 230.77 228.32 .00 5.00 227.74 225.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3194E+02 EXCESS= .0000E+00 OUTFLOW= .3195E+02 BASIN STORAGE= .4756E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.70 217.60 229.41 .00 5.00 216.31 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3021E+02 EXCESS= .0000E+00 OUTFLOW= .3022E+02 BASIN STORAGE= .3744E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 3.86 197.30 227.48 .00 5.00 194.17 225.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2707E+02 EXCESS= .0000E+00 OUTFLOW= .2707E+02 BASIN STORAGE= .4724E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 4.05 173.18 227.06 .00 5.00 171.42 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2366E+02 EXCESS= .0000E+00 OUTFLOW= .2367E+02 BASIN STORAGE= .4322E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW1 MANE 4.25 154.68 229.57 .00 5.00 154.01 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2086E+02 EXCESS= .0000E+00 OUTFLOW= .2087E+02 BASIN STORAGE= .3783E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.14 552.62 226.31 .01 5.00 548.59 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7677E+02 EXCESS= .0000E+00 OUTFLOW= .7678E+02 BASIN STORAGE= .1817E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.16 529.09 226.68 .01 5.00 525.45 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7340E+02 EXCESS= .0000E+00 OUTFLOW= .7340E+02 BASIN STORAGE= .1765E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.19 497.00 226.59 .01 5.00 493.01 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6872E+02 EXCESS= .0000E+00 OUTFLOW= .6872E+02 BASIN STORAGE= .1570E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.22 465.54 226.51 .01 5.00 461.37 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6395E+02 EXCESS= .0000E+00 OUTFLOW= .6395E+02 BASIN STORAGE= .1640E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.25 440.02 226.70 .01 5.00 435.90 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6038E+02 EXCESS= .0000E+00 OUTFLOW= .6038E+02 BASIN STORAGE= .1782E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.30 395.70 226.13 .01 5.00 391.90 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5391E+02 EXCESS= .0000E+00 OUTFLOW= .5391E+02 BASIN STORAGE= .1632E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.37 346.32 226.27 .01 5.00 342.22 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4693E+02 EXCESS= .0000E+00 OUTFLOW= .4693E+02 BASIN STORAGE= .1760E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW2 MANE 1.44 306.63 227.42 .00 5.00 303.82 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4121E+02 EXCESS= .0000E+00 OUTFLOW= .4121E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.09 743.57 226.76 .01 5.00 738.70 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1038E+03 EXCESS= .0000E+00 OUTFLOW= .1038E+03 BASIN STORAGE= .1700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.11 713.82 226.23 .01 5.00 707.90 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9925E+02 EXCESS= .0000E+00 OUTFLOW= .9925E+02 BASIN STORAGE= .1786E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.14 670.16 226.33 .01 5.00 664.23 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9292E+02 EXCESS= .0000E+00 OUTFLOW= .9292E+02 BASIN STORAGE= .1784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.17 626.64 226.60 .01 5.00 620.62 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8646E+02 EXCESS= .0000E+00 OUTFLOW= .8646E+02 BASIN STORAGE= .1696E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.19 592.38 226.95 .01 5.00 586.81 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8164E+02 EXCESS= .0000E+00 OUTFLOW= .8164E+02 BASIN STORAGE= .1700E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.25 532.71 226.84 .01 5.00 526.81 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7289E+02 EXCESS= .0000E+00 OUTFLOW= .7289E+02 BASIN STORAGE= .1983E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.32 466.04 226.19 .01 5.00 461.77 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6345E+02 EXCESS= .0000E+00 OUTFLOW= .6345E+02 BASIN STORAGE= .1798E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW3 MANE 1.38 412.14 226.66 .01 5.00 409.11 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5571E+02 EXCESS= .0000E+00 OUTFLOW= .5571E+02 BASIN STORAGE= .1972E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 192.11 240.00 1.22 5.00 192.11 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2633E+02 EXCESS= .0000E+00 OUTFLOW= .2633E+02 BASIN STORAGE= .3008E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 182.12 240.00 1.15 5.00 182.12 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2493E+02 EXCESS= .0000E+00 OUTFLOW= .2493E+02 BASIN STORAGE= .2932E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 168.25 240.00 1.06 5.00 168.25 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2300E+02 EXCESS= .0000E+00 OUTFLOW= .2300E+02 BASIN STORAGE= .4003E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 154.09 240.00 .97 5.00 154.09 240.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2104E+02 EXCESS= .0000E+00 OUTFLOW= .2105E+02 BASIN STORAGE= .3839E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 143.54 240.00 .91 5.00 143.54 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1960E+02 EXCESS= .0000E+00 OUTFLOW= .1961E+02 BASIN STORAGE= .3713E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 125.28 245.00 .79 5.00 125.28 245.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1701E+02 EXCESS= .0000E+00 OUTFLOW= .1702E+02 BASIN STORAGE= .3474E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 105.95 245.00 .66 5.00 105.95 245.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1428E+02 EXCESS= .0000E+00 OUTFLOW= .1429E+02 BASIN STORAGE= .3274E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW4 MANE 5.00 90.01 245.00 .56 5.00 90.01 245.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1209E+02 EXCESS= .0000E+00 OUTFLOW= .1209E+02 BASIN STORAGE= .2894E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 321.27 245.00 1.27 5.00 321.27 245.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4758E+02 EXCESS= .0000E+00 OUTFLOW= .4759E+02 BASIN STORAGE= .2208E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 305.26 245.00 1.21 5.00 305.26 245.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4511E+02 EXCESS= .0000E+00 OUTFLOW= .4512E+02 BASIN STORAGE= .2157E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 282.98 245.00 1.12 5.00 282.98 245.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4171E+02 EXCESS= .0000E+00 OUTFLOW= .4171E+02 BASIN STORAGE= .2000E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 260.16 245.00 1.02 5.00 260.16 245.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3827E+02 EXCESS= .0000E+00 OUTFLOW= .3827E+02 BASIN STORAGE= .1860E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 243.09 245.00 .96 5.00 243.09 245.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3572E+02 EXCESS= .0000E+00 OUTFLOW= .3572E+02 BASIN STORAGE= .1804E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 211.92 245.00 .83 5.00 211.92 245.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3113E+02 EXCESS= .0000E+00 OUTFLOW= .3114E+02 BASIN STORAGE= .1698E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 178.13 245.00 .70 5.00 178.13 245.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2628E+02 EXCESS= .0000E+00 OUTFLOW= .2628E+02 BASIN STORAGE= .1599E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW5 MANE 5.00 150.37 250.00 .60 5.00 150.37 250.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2237E+02 EXCESS= .0000E+00 OUTFLOW= .2237E+02 BASIN STORAGE= .2173E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.15 272.94 226.13 1.71 5.00 270.73 225.00 1.71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3932E+02 EXCESS= .0000E+00 OUTFLOW= .3931E+02 BASIN STORAGE= .1497E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.16 261.71 226.85 1.64 5.00 259.47 225.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3762E+02 EXCESS= .0000E+00 OUTFLOW= .3762E+02 BASIN STORAGE= .1361E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.17 246.46 226.09 1.53 5.00 244.39 225.00 1.53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3526E+02 EXCESS= .0000E+00 OUTFLOW= .3526E+02 BASIN STORAGE= .1509E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.19 230.70 226.73 1.43 5.00 228.48 225.00 1.43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3286E+02 EXCESS= .0000E+00 OUTFLOW= .3286E+02 BASIN STORAGE= .1362E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.20 218.89 226.73 1.35 5.00 216.70 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3107E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .1467E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.22 197.26 226.61 1.21 5.00 195.14 225.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2780E+02 EXCESS= .0000E+00 OUTFLOW= .2780E+02 BASIN STORAGE= .1515E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.26 173.58 226.20 1.06 5.00 171.89 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2428E+02 EXCESS= .0000E+00 OUTFLOW= .2427E+02 BASIN STORAGE= .1426E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTW6 MANE 1.29 153.98 226.56 .93 5.00 152.49 230.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2138E+02 EXCESS= .0000E+00 OUTFLOW= .2138E+02 BASIN STORAGE= .1510E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTNDB MANE 1.00 .00 516.00 .00 5.00 .00 515.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8473E-06 EXCESS= .0000E+00 OUTFLOW= .8473E-06 BASIN STORAGE= .9698E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE 1.00 .00 509.00 .00 5.00 .00 510.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8407E-06 EXCESS= .0000E+00 OUTFLOW= .8407E-06 BASIN STORAGE= .9698E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .75 .00 384.75 .00 5.00 .00 385.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2623E-06 EXCESS= .0000E+00 OUTFLOW= .2623E-06 BASIN STORAGE= .9698E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .50 .00 364.50 .00 5.00 .00 365.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4499E-06 EXCESS= .0000E+00 OUTFLOW= .4499E-06 BASIN STORAGE= .9698E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .50 .00 464.50 .00 5.00 .00 465.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5594E-07 EXCESS= .0000E+00 OUTFLOW= .5594E-07 BASIN STORAGE= .4221E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .75 .00 513.00 .00 5.00 .00 515.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2108E-06 EXCESS= .0000E+00 OUTFLOW= .2108E-06 BASIN STORAGE= .4221E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .50 .00 435.50 .00 5.00 .00 435.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3416E-06 EXCESS= .0000E+00 OUTFLOW= .3416E-06 BASIN STORAGE= .6398E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RTNDB MANE .50 .00 404.50 .00 5.00 .00 405.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2233E-06 EXCESS= .0000E+00 OUTFLOW= .2233E-06 BASIN STORAGE= .6398E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.57 922.93 226.73 .01 5.00 918.55 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1291E+03 EXCESS= .0000E+00 OUTFLOW= .1291E+03 BASIN STORAGE= .2801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.60 883.29 225.78 .01 5.00 880.29 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+03 EXCESS= .0000E+00 OUTFLOW= .1235E+03 BASIN STORAGE= .3341E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.64 832.48 226.61 .01 5.00 825.58 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1156E+03 EXCESS= .0000E+00 OUTFLOW= .1156E+03 BASIN STORAGE= .2874E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.69 775.56 226.04 .01 5.00 771.87 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+03 EXCESS= .0000E+00 OUTFLOW= .1076E+03 BASIN STORAGE= .2919E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.72 733.06 225.91 .01 5.00 730.33 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1016E+03 EXCESS= .0000E+00 OUTFLOW= .1016E+03 BASIN STORAGE= .2815E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.80 661.53 226.77 .01 5.00 655.37 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9073E+02 EXCESS= .0000E+00 OUTFLOW= .9074E+02 BASIN STORAGE= .2832E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.90 577.34 227.74 .01 5.00 573.05 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7901E+02 EXCESS= .0000E+00 OUTFLOW= .7902E+02 BASIN STORAGE= .2816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW8 MANE 1.99 510.78 227.41 .01 5.00 505.06 225.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6939E+02 EXCESS= .0000E+00 OUTFLOW= .6940E+02 BASIN STORAGE= .2675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 1076.35 230.00 .02 5.00 1076.35 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1499E+03 EXCESS= .0000E+00 OUTFLOW= .1500E+03 BASIN STORAGE= .1492E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 1031.99 230.00 .02 5.00 1031.99 230.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1433E+03 EXCESS= .0000E+00 OUTFLOW= .1434E+03 BASIN STORAGE= .1487E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 969.34 230.00 .01 5.00 969.34 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1342E+03 EXCESS= .0000E+00 OUTFLOW= .1343E+03 BASIN STORAGE= .1469E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 906.53 230.00 .01 5.00 906.53 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1249E+03 EXCESS= .0000E+00 OUTFLOW= .1250E+03 BASIN STORAGE= .1469E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 858.36 230.00 .01 5.00 858.36 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1180E+03 BASIN STORAGE= .1480E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 770.84 230.00 .01 5.00 770.84 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1053E+03 EXCESS= .0000E+00 OUTFLOW= .1053E+03 BASIN STORAGE= .1478E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 674.43 230.00 .01 5.00 674.43 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9167E+02 EXCESS= .0000E+00 OUTFLOW= .9172E+02 BASIN STORAGE= .1486E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCTW9 MANE 5.00 594.38 230.00 .01 5.00 594.38 230.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8049E+02 EXCESS= .0000E+00 OUTFLOW= .8054E+02 BASIN STORAGE= .1519E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 124.11 240.00 .84 5.00 124.11 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1696E+02 EXCESS= .0000E+00 OUTFLOW= .1697E+02 BASIN STORAGE= .6436E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 116.30 240.00 .79 5.00 116.30 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1588E+02 EXCESS= .0000E+00 OUTFLOW= .1589E+02 BASIN STORAGE= .6259E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 105.54 240.00 .71 5.00 105.54 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1439E+02 EXCESS= .0000E+00 OUTFLOW= .1440E+02 BASIN STORAGE= .6006E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 94.66 240.00 .64 5.00 94.66 240.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1291E+02 EXCESS= .0000E+00 OUTFLOW= .1292E+02 BASIN STORAGE= .5472E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 86.67 240.00 .59 5.00 86.67 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1183E+02 EXCESS= .0000E+00 OUTFLOW= .1184E+02 BASIN STORAGE= .6126E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 72.23 240.00 .49 5.00 72.23 240.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9926E+01 EXCESS= .0000E+00 OUTFLOW= .9932E+01 BASIN STORAGE= .5355E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 56.97 240.00 .40 5.00 56.97 240.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7963E+01 EXCESS= .0000E+00 OUTFLOW= .7971E+01 BASIN STORAGE= .4652E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RTBD20A MANE 5.00 45.55 245.00 .32 5.00 45.55 245.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6435E+01 EXCESS= .0000E+00 OUTFLOW= .6444E+01 BASIN STORAGE= .4535E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 234.08 240.00 1.10 5.00 234.08 240.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3409E+02 EXCESS= .0000E+00 OUTFLOW= .3410E+02 BASIN STORAGE= .4812E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 221.11 240.00 1.04 5.00 221.11 240.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3222E+02 EXCESS= .0000E+00 OUTFLOW= .3224E+02 BASIN STORAGE= .4694E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 203.15 240.00 .96 5.00 203.15 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2967E+02 EXCESS= .0000E+00 OUTFLOW= .2968E+02 BASIN STORAGE= .4525E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 184.85 240.00 .88 5.00 184.85 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2710E+02 EXCESS= .0000E+00 OUTFLOW= .2711E+02 BASIN STORAGE= .6032E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 171.37 240.00 .82 5.00 171.37 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2520E+02 EXCESS= .0000E+00 OUTFLOW= .2521E+02 BASIN STORAGE= .5263E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 146.72 240.00 .71 5.00 146.72 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2181E+02 EXCESS= .0000E+00 OUTFLOW= .2182E+02 BASIN STORAGE= .4669E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 121.41 245.00 .59 5.00 121.41 245.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1826E+02 EXCESS= .0000E+00 OUTFLOW= .1827E+02 BASIN STORAGE= .5780E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC2 MANE 5.00 100.60 245.00 .50 5.00 100.60 245.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1543E+02 EXCESS= .0000E+00 OUTFLOW= .1544E+02 BASIN STORAGE= .5297E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.18 281.49 239.72 .90 5.00 281.39 240.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4126E+02 EXCESS= .0000E+00 OUTFLOW= .4126E+02 BASIN STORAGE= .1071E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.22 264.02 240.05 .85 5.00 263.96 240.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3881E+02 EXCESS= .0000E+00 OUTFLOW= .3881E+02 BASIN STORAGE= .1073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.29 240.18 242.63 .77 5.00 239.67 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3546E+02 EXCESS= .0000E+00 OUTFLOW= .3547E+02 BASIN STORAGE= .1027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.37 216.39 243.61 .70 5.00 215.12 240.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3212E+02 EXCESS= .0000E+00 OUTFLOW= .3212E+02 BASIN STORAGE= .9328E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.43 199.11 242.83 .65 5.00 198.53 245.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2967E+02 EXCESS= .0000E+00 OUTFLOW= .2967E+02 BASIN STORAGE= .1070E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.56 168.04 243.50 .55 5.00 167.78 245.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2533E+02 EXCESS= .0000E+00 OUTFLOW= .2533E+02 BASIN STORAGE= .9297E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.74 135.98 246.64 .46 5.00 135.42 245.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2084E+02 EXCESS= .0000E+00 OUTFLOW= .2085E+02 BASIN STORAGE= .9745E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC4 MANE 2.93 110.49 245.73 .38 5.00 109.99 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1733E+02 EXCESS= .0000E+00 OUTFLOW= .1733E+02 BASIN STORAGE= .9064E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 1.90 115.05 222.02 1.37 5.00 112.53 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1398E+02 EXCESS= .0000E+00 OUTFLOW= .1398E+02 BASIN STORAGE= .5859E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 1.93 109.08 223.50 1.30 5.00 107.21 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1329E+02 EXCESS= .0000E+00 OUTFLOW= .1329E+02 BASIN STORAGE= .6133E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 1.97 101.96 222.67 1.21 5.00 100.14 225.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1233E+02 EXCESS= .0000E+00 OUTFLOW= .1233E+02 BASIN STORAGE= .6950E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 2.02 94.30 222.18 1.11 5.00 92.69 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1136E+02 EXCESS= .0000E+00 OUTFLOW= .1136E+02 BASIN STORAGE= .5987E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 2.06 88.52 222.50 1.04 5.00 87.21 225.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1063E+02 EXCESS= .0000E+00 OUTFLOW= .1063E+02 BASIN STORAGE= .6618E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 2.14 78.04 222.90 .92 5.00 77.10 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9329E+01 EXCESS= .0000E+00 OUTFLOW= .9329E+01 BASIN STORAGE= .6880E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 2.25 66.78 222.84 .78 5.00 66.23 225.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7942E+01 EXCESS= .0000E+00 OUTFLOW= .7942E+01 BASIN STORAGE= .6463E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC3 MANE 2.36 57.61 224.07 .67 5.00 57.07 225.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6819E+01 EXCESS= .0000E+00 OUTFLOW= .6819E+01 BASIN STORAGE= .5851E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE .92 393.26 236.18 .91 5.00 391.73 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5983E+02 EXCESS= .0000E+00 OUTFLOW= .5983E+02 BASIN STORAGE= .1156E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE .94 368.45 235.83 .86 5.00 366.78 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5631E+02 EXCESS= .0000E+00 OUTFLOW= .5631E+02 BASIN STORAGE= .1227E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE .98 334.69 236.31 .78 5.00 333.13 240.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5149E+02 EXCESS= .0000E+00 OUTFLOW= .5149E+02 BASIN STORAGE= .1203E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE 1.02 300.72 236.47 .71 5.00 300.27 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4667E+02 EXCESS= .0000E+00 OUTFLOW= .4667E+02 BASIN STORAGE= .1231E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE 1.06 276.50 240.15 .66 5.00 276.49 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4317E+02 EXCESS= .0000E+00 OUTFLOW= .4317E+02 BASIN STORAGE= .1131E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE 1.13 233.02 241.25 .56 5.00 232.84 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3689E+02 EXCESS= .0000E+00 OUTFLOW= .3689E+02 BASIN STORAGE= .1146E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE 1.23 187.82 241.96 .46 5.00 187.14 240.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3043E+02 EXCESS= .0000E+00 OUTFLOW= .3043E+02 BASIN STORAGE= .1250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC5 MANE 1.34 152.28 243.17 .39 5.00 152.16 245.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2535E+02 EXCESS= .0000E+00 OUTFLOW= .2535E+02 BASIN STORAGE= .1225E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 3.62 469.76 235.08 1.01 5.00 469.65 235.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7594E+02 EXCESS= .0000E+00 OUTFLOW= .7595E+02 BASIN STORAGE= .4794E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 3.71 440.60 237.24 .95 5.00 440.32 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7170E+02 EXCESS= .0000E+00 OUTFLOW= .7171E+02 BASIN STORAGE= .5085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 3.84 401.87 238.37 .87 5.00 401.52 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6589E+02 EXCESS= .0000E+00 OUTFLOW= .6590E+02 BASIN STORAGE= .4651E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 4.00 362.95 236.20 .80 5.00 361.80 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6006E+02 EXCESS= .0000E+00 OUTFLOW= .6007E+02 BASIN STORAGE= .4728E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 4.14 334.53 239.92 .74 5.00 334.43 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5580E+02 EXCESS= .0000E+00 OUTFLOW= .5581E+02 BASIN STORAGE= .5653E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 4.42 283.78 238.75 .64 5.00 283.11 240.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4813E+02 EXCESS= .0000E+00 OUTFLOW= .4814E+02 BASIN STORAGE= .5705E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 4.80 230.50 240.23 .53 5.00 230.26 240.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4020E+02 EXCESS= .0000E+00 OUTFLOW= .4021E+02 BASIN STORAGE= .5174E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC6B MANE 5.00 188.75 245.00 .45 5.00 188.75 245.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3390E+02 EXCESS= .0000E+00 OUTFLOW= .3390E+02 BASIN STORAGE= .5668E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.72 790.20 226.98 1.18 5.00 780.67 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1222E+03 EXCESS= .0000E+00 OUTFLOW= .1222E+03 BASIN STORAGE= .9862E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.75 745.31 227.65 1.12 5.00 739.58 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1159E+03 EXCESS= .0000E+00 OUTFLOW= .1159E+03 BASIN STORAGE= .9829E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.80 686.37 228.15 1.04 5.00 680.82 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1073E+03 EXCESS= .0000E+00 OUTFLOW= .1073E+03 BASIN STORAGE= .1032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.85 630.57 227.04 .95 5.00 623.39 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9858E+02 EXCESS= .0000E+00 OUTFLOW= .9859E+02 BASIN STORAGE= .1135E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.89 584.46 226.70 .89 5.00 579.60 230.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9217E+02 EXCESS= .0000E+00 OUTFLOW= .9217E+02 BASIN STORAGE= .1016E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 1.97 508.41 227.10 .78 5.00 503.93 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8061E+02 EXCESS= .0000E+00 OUTFLOW= .8062E+02 BASIN STORAGE= .9693E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 2.08 428.33 227.01 .66 5.00 424.18 230.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6849E+02 EXCESS= .0000E+00 OUTFLOW= .6850E+02 BASIN STORAGE= .1008E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7A MANE 2.18 367.75 227.06 .57 5.00 364.39 225.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5873E+02 EXCESS= .0000E+00 OUTFLOW= .5873E+02 BASIN STORAGE= .1050E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 942.40 230.00 1.21 5.00 942.40 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1427E+03 EXCESS= .0000E+00 OUTFLOW= .1427E+03 BASIN STORAGE= .4304E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 891.71 230.00 1.15 5.00 891.71 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1354E+03 EXCESS= .0000E+00 OUTFLOW= .1354E+03 BASIN STORAGE= .4306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 822.71 230.00 1.06 5.00 822.71 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1254E+03 EXCESS= .0000E+00 OUTFLOW= .1254E+03 BASIN STORAGE= .4410E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 754.22 230.00 .98 5.00 754.22 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1153E+03 EXCESS= .0000E+00 OUTFLOW= .1153E+03 BASIN STORAGE= .4368E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 702.20 230.00 .91 5.00 702.20 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1078E+03 EXCESS= .0000E+00 OUTFLOW= .1078E+03 BASIN STORAGE= .3824E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 610.26 235.00 .80 5.00 610.26 235.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9436E+02 EXCESS= .0000E+00 OUTFLOW= .9438E+02 BASIN STORAGE= .3883E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 518.26 235.00 .68 5.00 518.26 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8023E+02 EXCESS= .0000E+00 OUTFLOW= .8024E+02 BASIN STORAGE= .4025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC7 MANE 5.00 447.13 235.00 .58 5.00 447.13 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6883E+02 EXCESS= .0000E+00 OUTFLOW= .6884E+02 BASIN STORAGE= .3984E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 1100.50 235.00 1.14 5.00 1100.50 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1655E+03 EXCESS= .0000E+00 OUTFLOW= .1655E+03 BASIN STORAGE= .1048E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 1039.53 235.00 1.08 5.00 1039.53 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1567E+03 EXCESS= .0000E+00 OUTFLOW= .1568E+03 BASIN STORAGE= .1048E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 956.06 235.00 1.00 5.00 956.06 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1447E+03 EXCESS= .0000E+00 OUTFLOW= .1448E+03 BASIN STORAGE= .1058E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 872.92 235.00 .91 5.00 872.92 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1326E+03 EXCESS= .0000E+00 OUTFLOW= .1327E+03 BASIN STORAGE= .1051E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 809.96 235.00 .85 5.00 809.96 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1237E+03 EXCESS= .0000E+00 OUTFLOW= .1237E+03 BASIN STORAGE= .1231E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 701.75 240.00 .74 5.00 701.75 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1077E+03 EXCESS= .0000E+00 OUTFLOW= .1077E+03 BASIN STORAGE= .1145E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 592.01 240.00 .63 5.00 592.01 240.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9089E+02 EXCESS= .0000E+00 OUTFLOW= .9093E+02 BASIN STORAGE= .1199E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC8 MANE 5.00 506.76 240.00 .53 5.00 506.76 240.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7744E+02 EXCESS= .0000E+00 OUTFLOW= .7748E+02 BASIN STORAGE= .1145E-01 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 1.70 1347.23 236.76 1.21 5.00 1333.90 240.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2084E+03 EXCESS= .0000E+00 OUTFLOW= .2084E+03 BASIN STORAGE= .3873E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 1.74 1275.60 236.79 1.14 5.00 1265.30 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1976E+03 EXCESS= .0000E+00 OUTFLOW= .1976E+03 BASIN STORAGE= .3952E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 1.80 1177.45 237.34 1.06 5.00 1170.77 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1828E+03 EXCESS= .0000E+00 OUTFLOW= .1828E+03 BASIN STORAGE= .3874E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 1.86 1079.86 238.36 .97 5.00 1075.24 240.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1679E+03 EXCESS= .0000E+00 OUTFLOW= .1679E+03 BASIN STORAGE= .3956E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 1.92 1005.97 237.63 .91 5.00 1003.86 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1569E+03 EXCESS= .0000E+00 OUTFLOW= .1569E+03 BASIN STORAGE= .3871E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 2.02 876.53 238.67 .79 5.00 875.01 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1371E+03 EXCESS= .0000E+00 OUTFLOW= .1371E+03 BASIN STORAGE= .4020E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 2.16 741.63 239.76 .67 5.00 741.50 240.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1163E+03 EXCESS= .0000E+00 OUTFLOW= .1163E+03 BASIN STORAGE= .3417E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCMC9 MANE 2.29 635.10 240.93 .58 5.00 632.84 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9955E+02 EXCESS= .0000E+00 OUTFLOW= .9955E+02 BASIN STORAGE= .3926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.53 248.53 238.40 1.49 5.00 248.11 240.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4106E+02 EXCESS= .0000E+00 OUTFLOW= .4106E+02 BASIN STORAGE= .6210E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.55 237.35 237.24 1.42 5.00 236.99 240.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3911E+02 EXCESS= .0000E+00 OUTFLOW= .3911E+02 BASIN STORAGE= .6076E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.58 221.85 237.61 1.32 5.00 221.52 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3643E+02 EXCESS= .0000E+00 OUTFLOW= .3643E+02 BASIN STORAGE= .6620E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.62 206.03 238.38 1.22 5.00 205.74 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3369E+02 EXCESS= .0000E+00 OUTFLOW= .3369E+02 BASIN STORAGE= .6589E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.65 194.10 237.91 1.15 5.00 193.90 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3166E+02 EXCESS= .0000E+00 OUTFLOW= .3166E+02 BASIN STORAGE= .6268E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.71 172.49 238.30 1.01 5.00 172.34 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2798E+02 EXCESS= .0000E+00 OUTFLOW= .2798E+02 BASIN STORAGE= .6218E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.79 149.10 238.65 .87 5.00 148.98 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2404E+02 EXCESS= .0000E+00 OUTFLOW= .2404E+02 BASIN STORAGE= .6010E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RMC10 MANE 1.87 129.81 239.84 .76 5.00 129.81 240.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2084E+02 EXCESS= .0000E+00 OUTFLOW= .2084E+02 BASIN STORAGE= .6038E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 805.65 221.32 .96 5.00 802.70 220.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2206E+03 EXCESS= .0000E+00 OUTFLOW= .2206E+03 BASIN STORAGE= .5368E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 806.83 221.32 .94 5.00 804.42 220.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2157E+03 EXCESS= .0000E+00 OUTFLOW= .2157E+03 BASIN STORAGE= .5398E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 803.43 227.22 .90 5.00 800.37 300.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2086E+03 EXCESS= .0000E+00 OUTFLOW= .2086E+03 BASIN STORAGE= .5536E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 802.58 227.22 .87 5.00 801.45 305.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1999E+03 EXCESS= .0000E+00 OUTFLOW= .1999E+03 BASIN STORAGE= .5846E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 805.09 224.27 .84 5.00 804.27 225.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1926E+03 EXCESS= .0000E+00 OUTFLOW= .1926E+03 BASIN STORAGE= .6104E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 803.61 230.17 .77 5.00 802.83 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1769E+03 EXCESS= .0000E+00 OUTFLOW= .1769E+03 BASIN STORAGE= .4780E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 804.27 236.07 .68 5.00 802.18 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1575E+03 EXCESS= .0000E+00 OUTFLOW= .1575E+03 BASIN STORAGE= .5239E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDTRMC MANE 2.95 803.05 241.97 .61 5.00 799.62 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1398E+03 EXCESS= .0000E+00 OUTFLOW= .1398E+03 BASIN STORAGE= .4860E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.49 2143.02 231.40 .04 5.00 2137.46 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4102E+03 EXCESS= .0000E+00 OUTFLOW= .4102E+03 BASIN STORAGE= .4068E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.51 2085.16 230.88 .04 5.00 2079.79 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3968E+03 EXCESS= .0000E+00 OUTFLOW= .3968E+03 BASIN STORAGE= .3650E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.53 2007.41 231.44 .04 5.00 2000.01 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3780E+03 EXCESS= .0000E+00 OUTFLOW= .3780E+03 BASIN STORAGE= .4177E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.56 1923.20 230.56 .04 5.00 1920.34 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3573E+03 EXCESS= .0000E+00 OUTFLOW= .3573E+03 BASIN STORAGE= .3780E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.58 1864.56 231.97 .03 5.00 1859.35 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3412E+03 EXCESS= .0000E+00 OUTFLOW= .3412E+03 BASIN STORAGE= .3536E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.62 1754.85 232.62 .03 5.00 1738.11 230.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3093E+03 EXCESS= .0000E+00 OUTFLOW= .3093E+03 BASIN STORAGE= .3823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.67 1616.13 232.42 .03 5.00 1613.68 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2724E+03 EXCESS= .0000E+00 OUTFLOW= .2724E+03 BASIN STORAGE= .3669E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10 MANE 1.72 1493.09 237.95 .02 5.00 1479.74 240.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2404E+03 EXCESS= .0000E+00 OUTFLOW= .2405E+03 BASIN STORAGE= .3723E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 484.00 -1.00 5.00 .00 485.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 444.75 -1.00 5.00 .00 445.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 372.50 -1.00 5.00 .00 370.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .50 .00 364.50 -1.00 5.00 .00 365.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 299.75 -1.00 5.00 .00 300.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 389.00 -1.00 5.00 .00 390.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 567.50 -1.00 5.00 .00 565.00 -1.00

FOR PLAN = 1 RATIO= .00

RTRMCDB MANE .25 .00 575.00 -1.00 5.00 .00 575.00 -1.00

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.65 2130.60 232.38 .04 5.00 2120.96 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4103E+03 EXCESS= .0000E+00 OUTFLOW= .4103E+03 BASIN STORAGE= .3027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.66 2076.47 231.40 .04 5.00 2062.40 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3969E+03 EXCESS= .0000E+00 OUTFLOW= .3969E+03 BASIN STORAGE= .2526E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.69 1996.24 231.36 .04 5.00 1982.09 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3781E+03 EXCESS= .0000E+00 OUTFLOW= .3781E+03 BASIN STORAGE= .2969E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.71 1916.54 231.40 .04 5.00 1900.54 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3574E+03 EXCESS= .0000E+00 OUTFLOW= .3574E+03 BASIN STORAGE= .2696E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.73 1858.27 232.42 .03 5.00 1842.76 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3412E+03 EXCESS= .0000E+00 OUTFLOW= .3413E+03 BASIN STORAGE= .2625E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.78 1741.57 232.90 .03 5.00 1733.89 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3093E+03 EXCESS= .0000E+00 OUTFLOW= .3094E+03 BASIN STORAGE= .2721E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.83 1608.78 237.51 .03 5.00 1597.80 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2724E+03 EXCESS= .0000E+00 OUTFLOW= .2725E+03 BASIN STORAGE= .2532E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW10-1 MANE 1.89 1478.72 237.63 .02 5.00 1476.94 240.00 .02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2405E+03 EXCESS= .0000E+00 OUTFLOW= .2405E+03 BASIN STORAGE= .2748E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .46 2349.38 230.47 .05 5.00 2343.33 230.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4432E+03 EXCESS= .0000E+00 OUTFLOW= .4432E+03 BASIN STORAGE= .1149E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .46 2280.38 230.45 .04 5.00 2274.22 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4282E+03 EXCESS= .0000E+00 OUTFLOW= .4282E+03 BASIN STORAGE= .1139E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .47 2185.77 230.62 .04 5.00 2178.52 230.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4072E+03 EXCESS= .0000E+00 OUTFLOW= .4072E+03 BASIN STORAGE= .1165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .48 2088.15 230.57 .04 5.00 2082.60 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3843E+03 EXCESS= .0000E+00 OUTFLOW= .3843E+03 BASIN STORAGE= .1190E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .49 2015.37 230.99 .04 5.00 2013.90 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3665E+03 EXCESS= .0000E+00 OUTFLOW= .3665E+03 BASIN STORAGE= .1127E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .50 1884.23 235.14 .03 5.00 1883.56 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3316E+03 EXCESS= .0000E+00 OUTFLOW= .3316E+03 BASIN STORAGE= .1188E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .52 1728.61 235.68 .03 5.00 1722.06 235.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2915E+03 EXCESS= .0000E+00 OUTFLOW= .2915E+03 BASIN STORAGE= .1147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCTW11 MANE .54 1582.63 240.33 .03 5.00 1581.12 240.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2569E+03 EXCESS= .0000E+00 OUTFLOW= .2569E+03 BASIN STORAGE= .1140E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.44 142.96 227.19 .92 5.00 142.60 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+02 EXCESS= .0000E+00 OUTFLOW= .1794E+02 BASIN STORAGE= .2862E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.48 133.79 227.76 .86 5.00 133.13 225.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1678E+02 EXCESS= .0000E+00 OUTFLOW= .1678E+02 BASIN STORAGE= .3118E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.53 121.15 227.29 .78 5.00 120.58 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+02 EXCESS= .0000E+00 OUTFLOW= .1520E+02 BASIN STORAGE= .3204E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.58 108.46 227.22 .70 5.00 108.03 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1363E+02 EXCESS= .0000E+00 OUTFLOW= .1363E+02 BASIN STORAGE= .3013E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.63 99.01 228.72 .64 5.00 98.35 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1248E+02 EXCESS= .0000E+00 OUTFLOW= .1248E+02 BASIN STORAGE= .2727E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.73 82.46 229.08 .54 5.00 82.07 230.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1046E+02 EXCESS= .0000E+00 OUTFLOW= .1046E+02 BASIN STORAGE= .2963E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 2.86 65.15 228.68 .43 5.00 65.12 230.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8376E+01 EXCESS= .0000E+00 OUTFLOW= .8376E+01 BASIN STORAGE= .2799E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF1 MANE 3.00 51.94 230.67 .35 5.00 51.90 230.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6757E+01 EXCESS= .0000E+00 OUTFLOW= .6757E+01 BASIN STORAGE= .2923E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 203.44 230.00 1.56 5.00 203.44 230.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2592E+02 EXCESS= .0000E+00 OUTFLOW= .2592E+02 BASIN STORAGE= .1493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 194.17 230.00 1.48 5.00 194.17 230.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2466E+02 EXCESS= .0000E+00 OUTFLOW= .2466E+02 BASIN STORAGE= .1455E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 181.26 230.00 1.38 5.00 181.26 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2291E+02 EXCESS= .0000E+00 OUTFLOW= .2292E+02 BASIN STORAGE= .1400E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 168.04 230.00 1.27 5.00 168.04 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2115E+02 EXCESS= .0000E+00 OUTFLOW= .2115E+02 BASIN STORAGE= .1343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 158.15 230.00 1.19 5.00 158.15 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1983E+02 EXCESS= .0000E+00 OUTFLOW= .1983E+02 BASIN STORAGE= .1942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 140.09 230.00 1.05 5.00 140.09 230.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1746E+02 EXCESS= .0000E+00 OUTFLOW= .1746E+02 BASIN STORAGE= .1816E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 120.53 230.00 .90 5.00 120.53 230.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1492E+02 EXCESS= .0000E+00 OUTFLOW= .1493E+02 BASIN STORAGE= .1673E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF2 MANE 5.00 104.40 230.00 .77 5.00 104.40 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1287E+02 EXCESS= .0000E+00 OUTFLOW= .1287E+02 BASIN STORAGE= .1500E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.71 481.84 226.92 1.23 5.00 473.16 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6130E+02 EXCESS= .0000E+00 OUTFLOW= .6130E+02 BASIN STORAGE= .2475E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.73 454.78 227.75 1.16 5.00 448.49 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5792E+02 EXCESS= .0000E+00 OUTFLOW= .5792E+02 BASIN STORAGE= .2284E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.75 419.07 228.01 1.07 5.00 413.86 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5331E+02 EXCESS= .0000E+00 OUTFLOW= .5331E+02 BASIN STORAGE= .2454E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.79 383.21 226.85 .98 5.00 378.41 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4867E+02 EXCESS= .0000E+00 OUTFLOW= .4866E+02 BASIN STORAGE= .2317E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.81 355.66 228.43 .91 5.00 351.87 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4522E+02 EXCESS= .0000E+00 OUTFLOW= .4521E+02 BASIN STORAGE= .2578E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.87 307.63 227.79 .78 5.00 305.28 230.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3907E+02 EXCESS= .0000E+00 OUTFLOW= .3907E+02 BASIN STORAGE= .2569E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 1.94 256.77 228.57 .65 5.00 255.01 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3263E+02 EXCESS= .0000E+00 OUTFLOW= .3263E+02 BASIN STORAGE= .2219E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF3 MANE 2.01 215.52 228.58 .55 5.00 214.63 230.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2749E+02 EXCESS= .0000E+00 OUTFLOW= .2749E+02 BASIN STORAGE= .2252E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.54 648.17 227.72 1.13 5.00 643.01 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8318E+02 EXCESS= .0000E+00 OUTFLOW= .8318E+02 BASIN STORAGE= .2345E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.56 611.90 227.27 1.07 5.00 607.69 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7844E+02 EXCESS= .0000E+00 OUTFLOW= .7844E+02 BASIN STORAGE= .2418E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.58 561.93 228.08 .98 5.00 557.82 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7194E+02 EXCESS= .0000E+00 OUTFLOW= .7194E+02 BASIN STORAGE= .2152E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.61 510.27 227.70 .89 5.00 508.09 230.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6542E+02 EXCESS= .0000E+00 OUTFLOW= .6542E+02 BASIN STORAGE= .2570E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.64 472.69 227.98 .82 5.00 470.55 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6061E+02 EXCESS= .0000E+00 OUTFLOW= .6061E+02 BASIN STORAGE= .2473E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.69 405.26 228.15 .71 5.00 404.22 230.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5203E+02 EXCESS= .0000E+00 OUTFLOW= .5203E+02 BASIN STORAGE= .2440E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.76 335.19 231.68 .59 5.00 333.88 230.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4309E+02 EXCESS= .0000E+00 OUTFLOW= .4309E+02 BASIN STORAGE= .2479E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF4 MANE 1.82 278.40 231.18 .49 5.00 277.66 230.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3599E+02 EXCESS= .0000E+00 OUTFLOW= .3599E+02 BASIN STORAGE= .2245E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 4.90 306.08 235.24 1.81 5.00 305.72 235.00 1.81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4720E+02 EXCESS= .0000E+00 OUTFLOW= .4720E+02 BASIN STORAGE= .7646E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 4.94 290.62 237.22 1.73 5.00 290.25 235.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4512E+02 EXCESS= .0000E+00 OUTFLOW= .4512E+02 BASIN STORAGE= .8038E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 276.67 235.00 1.62 5.00 276.67 235.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4227E+02 EXCESS= .0000E+00 OUTFLOW= .4227E+02 BASIN STORAGE= .6896E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 258.77 235.00 1.51 5.00 258.77 235.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3935E+02 EXCESS= .0000E+00 OUTFLOW= .3935E+02 BASIN STORAGE= .6594E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 245.33 235.00 1.42 5.00 245.33 235.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3718E+02 EXCESS= .0000E+00 OUTFLOW= .3718E+02 BASIN STORAGE= .6364E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 220.70 235.00 1.27 5.00 220.70 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3322E+02 EXCESS= .0000E+00 OUTFLOW= .3322E+02 BASIN STORAGE= .5935E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 193.83 235.00 1.11 5.00 193.83 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2896E+02 EXCESS= .0000E+00 OUTFLOW= .2896E+02 BASIN STORAGE= .8453E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF5 MANE 5.00 171.50 235.00 .97 5.00 171.50 235.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2545E+02 EXCESS= .0000E+00 OUTFLOW= .2545E+02 BASIN STORAGE= .7807E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .25 .00 169.75 .00 5.00 .00 170.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1051E-06 EXCESS= .0000E+00 OUTFLOW= .1051E-06 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .25 .00 84.75 .00 5.00 .00 85.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4105E-09 EXCESS= .0000E+00 OUTFLOW= .4105E-09 BASIN STORAGE= .1079E-05 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .50 .00 229.50 .00 5.00 .00 230.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1708E-06 EXCESS= .0000E+00 OUTFLOW= .6568E-07 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE 1.00 .00 379.00 .00 5.00 .00 380.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2373E-06 EXCESS= .0000E+00 OUTFLOW= .9897E-07 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .50 .00 1394.00 .00 5.00 .00 1395.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1663E-06 EXCESS= .0000E+00 OUTFLOW= .1663E-06 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .25 .00 249.00 .00 5.00 .00 250.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7882E-07 EXCESS= .0000E+00 OUTFLOW= .7882E-07 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE .50 .00 293.00 .00 5.00 .00 295.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1400E-06 EXCESS= .0000E+00 OUTFLOW= .1400E-06 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLAKEDB MANE 1.25 .00 1136.25 .00 5.00 .00 1135.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1233E-06 EXCESS= .0000E+00 OUTFLOW= .1233E-06 BASIN STORAGE= .1308E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.68 287.49 225.29 1.37 5.00 286.75 225.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3757E+02 EXCESS= .0000E+00 OUTFLOW= .3756E+02 BASIN STORAGE= .3835E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.71 273.21 227.48 1.30 5.00 272.76 225.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3569E+02 EXCESS= .0000E+00 OUTFLOW= .3569E+02 BASIN STORAGE= .4114E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.75 254.72 225.24 1.21 5.00 254.10 225.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3312E+02 EXCESS= .0000E+00 OUTFLOW= .3311E+02 BASIN STORAGE= .3329E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.79 235.83 226.01 1.11 5.00 234.02 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3050E+02 EXCESS= .0000E+00 OUTFLOW= .3050E+02 BASIN STORAGE= .3674E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.83 221.47 226.03 1.04 5.00 219.66 225.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2856E+02 EXCESS= .0000E+00 OUTFLOW= .2856E+02 BASIN STORAGE= .3360E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.90 195.34 225.97 .92 5.00 193.66 225.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2506E+02 EXCESS= .0000E+00 OUTFLOW= .2506E+02 BASIN STORAGE= .4237E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 2.99 167.29 227.12 .78 5.00 165.06 225.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2133E+02 EXCESS= .0000E+00 OUTFLOW= .2133E+02 BASIN STORAGE= .3976E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF8 MANE 3.08 144.35 227.78 .67 5.00 142.40 230.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1831E+02 EXCESS= .0000E+00 OUTFLOW= .1831E+02 BASIN STORAGE= .4209E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.02 409.71 225.93 1.05 5.00 405.66 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5304E+02 EXCESS= .0000E+00 OUTFLOW= .5304E+02 BASIN STORAGE= .1329E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.03 386.94 226.50 .99 5.00 382.44 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5007E+02 EXCESS= .0000E+00 OUTFLOW= .5006E+02 BASIN STORAGE= .1456E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.05 356.02 226.13 .91 5.00 351.72 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4600E+02 EXCESS= .0000E+00 OUTFLOW= .4600E+02 BASIN STORAGE= .1472E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.07 323.66 226.22 .83 5.00 319.76 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4191E+02 EXCESS= .0000E+00 OUTFLOW= .4191E+02 BASIN STORAGE= .1294E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.08 300.37 226.39 .77 5.00 297.19 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3890E+02 EXCESS= .0000E+00 OUTFLOW= .3890E+02 BASIN STORAGE= .1315E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.12 258.64 226.59 .67 5.00 256.62 230.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3353E+02 EXCESS= .0000E+00 OUTFLOW= .3353E+02 BASIN STORAGE= .1466E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.16 214.43 227.27 .55 5.00 213.66 230.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2792E+02 EXCESS= .0000E+00 OUTFLOW= .2792E+02 BASIN STORAGE= .1394E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF9 MANE 1.20 179.11 227.04 .47 5.00 179.05 230.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2347E+02 EXCESS= .0000E+00 OUTFLOW= .2347E+02 BASIN STORAGE= .1439E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 2.83 423.14 228.97 .28 5.00 422.26 230.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5597E+02 EXCESS= .0000E+00 OUTFLOW= .5597E+02 BASIN STORAGE= .3782E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 2.90 397.68 229.05 .26 5.00 397.16 230.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5268E+02 EXCESS= .0000E+00 OUTFLOW= .5268E+02 BASIN STORAGE= .3531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.01 363.40 231.43 .24 5.00 363.33 230.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4820E+02 EXCESS= .0000E+00 OUTFLOW= .4820E+02 BASIN STORAGE= .3628E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.13 328.78 231.47 .22 5.00 328.45 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4371E+02 EXCESS= .0000E+00 OUTFLOW= .4371E+02 BASIN STORAGE= .4359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.23 303.06 232.38 .20 5.00 303.06 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4043E+02 EXCESS= .0000E+00 OUTFLOW= .4043E+02 BASIN STORAGE= .3577E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.44 258.93 230.18 .17 5.00 258.56 230.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3461E+02 EXCESS= .0000E+00 OUTFLOW= .3461E+02 BASIN STORAGE= .3508E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.71 213.55 233.74 .14 5.00 212.87 230.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2859E+02 EXCESS= .0000E+00 OUTFLOW= .2859E+02 BASIN STORAGE= .4123E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF10 MANE 3.99 177.35 231.39 .12 5.00 176.05 235.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2386E+02 EXCESS= .0000E+00 OUTFLOW= .2386E+02 BASIN STORAGE= .3992E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.18 443.65 230.98 .27 5.00 441.40 230.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6118E+02 EXCESS= .0000E+00 OUTFLOW= .6118E+02 BASIN STORAGE= .1573E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.21 414.65 231.33 .25 5.00 411.90 230.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5726E+02 EXCESS= .0000E+00 OUTFLOW= .5727E+02 BASIN STORAGE= .1545E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.26 374.91 231.86 .23 5.00 372.38 230.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5198E+02 EXCESS= .0000E+00 OUTFLOW= .5198E+02 BASIN STORAGE= .1604E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.32 335.79 231.83 .20 5.00 332.99 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4672E+02 EXCESS= .0000E+00 OUTFLOW= .4672E+02 BASIN STORAGE= .1571E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.36 307.79 231.90 .19 5.00 304.63 230.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4292E+02 EXCESS= .0000E+00 OUTFLOW= .4292E+02 BASIN STORAGE= .1503E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.46 259.98 232.13 .16 5.00 257.66 235.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3626E+02 EXCESS= .0000E+00 OUTFLOW= .3626E+02 BASIN STORAGE= .1698E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.58 212.86 232.59 .13 5.00 211.40 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2950E+02 EXCESS= .0000E+00 OUTFLOW= .2950E+02 BASIN STORAGE= .1584E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF11 MANE 1.71 175.73 233.94 .11 5.00 175.57 235.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2430E+02 EXCESS= .0000E+00 OUTFLOW= .2430E+02 BASIN STORAGE= .1777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 3.56 466.55 235.09 .27 5.00 466.44 235.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6543E+02 EXCESS= .0000E+00 OUTFLOW= .6543E+02 BASIN STORAGE= .5255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 3.67 435.76 234.70 .25 5.00 435.22 235.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6110E+02 EXCESS= .0000E+00 OUTFLOW= .6110E+02 BASIN STORAGE= .5376E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 3.83 391.72 233.43 .23 5.00 390.40 235.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5525E+02 EXCESS= .0000E+00 OUTFLOW= .5525E+02 BASIN STORAGE= .6103E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 4.01 346.67 236.71 .20 5.00 346.04 235.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4947E+02 EXCESS= .0000E+00 OUTFLOW= .4947E+02 BASIN STORAGE= .6195E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 4.17 315.87 237.48 .19 5.00 315.86 235.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4529E+02 EXCESS= .0000E+00 OUTFLOW= .4529E+02 BASIN STORAGE= .5422E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 4.47 265.24 236.90 .16 5.00 262.37 235.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3798E+02 EXCESS= .0000E+00 OUTFLOW= .3799E+02 BASIN STORAGE= .5490E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 4.86 214.45 238.26 .13 5.00 211.86 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3064E+02 EXCESS= .0000E+00 OUTFLOW= .3064E+02 BASIN STORAGE= .5678E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF12 MANE 5.00 176.75 240.00 .10 5.00 176.75 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2505E+02 EXCESS= .0000E+00 OUTFLOW= .2506E+02 BASIN STORAGE= .6114E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 1.70 606.02 235.25 .32 5.00 605.63 235.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8546E+02 EXCESS= .0000E+00 OUTFLOW= .8546E+02 BASIN STORAGE= .2689E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 1.75 565.62 236.65 .30 5.00 563.94 235.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7975E+02 EXCESS= .0000E+00 OUTFLOW= .7974E+02 BASIN STORAGE= .2711E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 1.83 507.16 236.15 .27 5.00 505.98 235.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7204E+02 EXCESS= .0000E+00 OUTFLOW= .7203E+02 BASIN STORAGE= .2663E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 1.92 449.54 236.28 .24 5.00 447.84 235.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6439E+02 EXCESS= .0000E+00 OUTFLOW= .6439E+02 BASIN STORAGE= .2783E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 1.99 410.26 237.23 .22 5.00 407.63 235.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5888E+02 EXCESS= .0000E+00 OUTFLOW= .5887E+02 BASIN STORAGE= .3012E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 2.15 339.77 238.67 .18 5.00 337.98 240.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4917E+02 EXCESS= .0000E+00 OUTFLOW= .4917E+02 BASIN STORAGE= .3009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 2.36 271.24 240.32 .15 5.00 271.21 240.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3944E+02 EXCESS= .0000E+00 OUTFLOW= .3943E+02 BASIN STORAGE= .2783E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF13 MANE 2.55 222.35 239.72 .12 5.00 222.21 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3202E+02 EXCESS= .0000E+00 OUTFLOW= .3202E+02 BASIN STORAGE= .2496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.05 667.51 237.43 .33 5.00 664.00 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9452E+02 EXCESS= .0000E+00 OUTFLOW= .9452E+02 BASIN STORAGE= .1309E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.09 620.34 236.44 .31 5.00 616.67 235.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8815E+02 EXCESS= .0000E+00 OUTFLOW= .8815E+02 BASIN STORAGE= .1104E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.16 556.82 237.97 .28 5.00 552.66 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7956E+02 EXCESS= .0000E+00 OUTFLOW= .7956E+02 BASIN STORAGE= .1250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.25 493.58 238.10 .25 5.00 491.33 240.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7104E+02 EXCESS= .0000E+00 OUTFLOW= .7104E+02 BASIN STORAGE= .1069E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.31 449.10 238.20 .23 5.00 447.44 240.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6489E+02 EXCESS= .0000E+00 OUTFLOW= .6489E+02 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.46 370.63 240.67 .19 5.00 370.46 240.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5408E+02 EXCESS= .0000E+00 OUTFLOW= .5408E+02 BASIN STORAGE= .1025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.63 294.73 242.02 .15 5.00 293.95 240.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4323E+02 EXCESS= .0000E+00 OUTFLOW= .4323E+02 BASIN STORAGE= .1317E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF14 MANE 2.80 239.39 240.94 .12 5.00 237.72 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3499E+02 EXCESS= .0000E+00 OUTFLOW= .3499E+02 BASIN STORAGE= .1027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 4.36 778.98 239.54 .37 5.00 776.77 240.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1116E+03 EXCESS= .0000E+00 OUTFLOW= .1116E+03 BASIN STORAGE= .4980E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 4.46 721.34 240.97 .35 5.00 720.34 240.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+03 EXCESS= .0000E+00 OUTFLOW= .1043E+03 BASIN STORAGE= .5010E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 4.63 652.21 240.62 .32 5.00 650.73 240.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9451E+02 EXCESS= .0000E+00 OUTFLOW= .9452E+02 BASIN STORAGE= .5099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 4.82 580.25 241.00 .28 5.00 577.71 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8465E+02 EXCESS= .0000E+00 OUTFLOW= .8466E+02 BASIN STORAGE= .4586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 4.98 527.05 238.86 .26 5.00 526.52 240.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7757E+02 EXCESS= .0000E+00 OUTFLOW= .7758E+02 BASIN STORAGE= .4495E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 5.00 439.68 240.00 .22 5.00 439.68 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6507E+02 EXCESS= .0000E+00 OUTFLOW= .6508E+02 BASIN STORAGE= .4276E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 5.00 352.24 245.00 .18 5.00 352.24 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5243E+02 EXCESS= .0000E+00 OUTFLOW= .5244E+02 BASIN STORAGE= .3562E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF15 MANE 5.00 287.92 245.00 .14 5.00 287.92 245.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4277E+02 EXCESS= .0000E+00 OUTFLOW= .4278E+02 BASIN STORAGE= .3932E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 4.43 855.80 243.50 .38 5.00 851.76 240.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1242E+03 EXCESS= .0000E+00 OUTFLOW= .1242E+03 BASIN STORAGE= .7319E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 4.56 789.23 241.49 .35 5.00 785.99 245.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1156E+03 EXCESS= .0000E+00 OUTFLOW= .1156E+03 BASIN STORAGE= .6269E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 4.74 708.47 241.69 .32 5.00 707.28 245.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1046E+03 EXCESS= .0000E+00 OUTFLOW= .1046E+03 BASIN STORAGE= .5796E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 4.96 628.05 243.10 .29 5.00 625.66 245.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9330E+02 EXCESS= .0000E+00 OUTFLOW= .9332E+02 BASIN STORAGE= .6351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 5.00 575.31 245.00 .26 5.00 575.31 245.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8525E+02 EXCESS= .0000E+00 OUTFLOW= .8526E+02 BASIN STORAGE= .5584E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 5.00 476.92 245.00 .22 5.00 476.92 245.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7106E+02 EXCESS= .0000E+00 OUTFLOW= .7108E+02 BASIN STORAGE= .6161E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 5.00 376.22 250.00 .17 5.00 376.22 250.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5679E+02 EXCESS= .0000E+00 OUTFLOW= .5681E+02 BASIN STORAGE= .5338E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF16 MANE 5.00 304.50 250.00 .14 5.00 304.50 250.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4592E+02 EXCESS= .0000E+00 OUTFLOW= .4593E+02 BASIN STORAGE= .5163E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 875.93 245.00 .38 5.00 875.93 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1282E+03 EXCESS= .0000E+00 OUTFLOW= .1282E+03 BASIN STORAGE= .1030E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 806.16 250.00 .35 5.00 806.16 250.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1191E+03 EXCESS= .0000E+00 OUTFLOW= .1191E+03 BASIN STORAGE= .1012E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 724.38 250.00 .32 5.00 724.38 250.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1074E+03 EXCESS= .0000E+00 OUTFLOW= .1075E+03 BASIN STORAGE= .8672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 639.09 250.00 .28 5.00 639.09 250.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9573E+02 EXCESS= .0000E+00 OUTFLOW= .9576E+02 BASIN STORAGE= .9817E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 586.18 250.00 .26 5.00 586.18 250.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8733E+02 EXCESS= .0000E+00 OUTFLOW= .8737E+02 BASIN STORAGE= .8462E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 483.12 255.00 .21 5.00 483.12 255.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7256E+02 EXCESS= .0000E+00 OUTFLOW= .7259E+02 BASIN STORAGE= .8980E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 379.74 255.00 .17 5.00 379.74 255.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5775E+02 EXCESS= .0000E+00 OUTFLOW= .5778E+02 BASIN STORAGE= .9485E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLF17 MANE 5.00 304.96 260.00 .14 5.00 304.96 260.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4650E+02 EXCESS= .0000E+00 OUTFLOW= .4654E+02 BASIN STORAGE= .8764E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF18 MANE 4.38 109.92 236.28 .60 5.00 109.13 235.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1563E+02 EXCESS= .0000E+00 OUTFLOW= .1563E+02 BASIN STORAGE= .7086E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 4.47 101.21 236.67 .55 5.00 100.30 235.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1446E+02 EXCESS= .0000E+00 OUTFLOW= .1446E+02 BASIN STORAGE= .9114E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 4.60 89.50 239.41 .49 5.00 89.44 235.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1289E+02 EXCESS= .0000E+00 OUTFLOW= .1289E+02 BASIN STORAGE= .7612E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 4.77 77.83 238.31 .43 5.00 77.36 240.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1133E+02 EXCESS= .0000E+00 OUTFLOW= .1133E+02 BASIN STORAGE= .8404E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 4.50 69.35 238.50 .39 5.00 69.10 240.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1021E+02 EXCESS= .0000E+00 OUTFLOW= .1021E+02 BASIN STORAGE= .7725E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 3.50 54.76 241.50 .31 5.00 54.70 240.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8248E+01 EXCESS= .0000E+00 OUTFLOW= .8249E+01 BASIN STORAGE= .8760E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 3.75 41.41 311.25 .24 5.00 41.38 310.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6291E+01 EXCESS= .0000E+00 OUTFLOW= .6293E+01 BASIN STORAGE= .7047E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF18 MANE 3.75 33.57 311.25 .18 5.00 33.49 310.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4816E+01 EXCESS= .0000E+00 OUTFLOW= .4817E+01 BASIN STORAGE= .7849E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 1.78 1047.52 247.82 .41 5.00 1038.50 245.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1555E+03 EXCESS= .0000E+00 OUTFLOW= .1555E+03 BASIN STORAGE= .1926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 1.84 960.83 246.82 .38 5.00 955.08 250.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+03 EXCESS= .0000E+00 OUTFLOW= .1444E+03 BASIN STORAGE= .1971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 1.92 857.71 247.55 .34 5.00 856.17 250.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+03 EXCESS= .0000E+00 OUTFLOW= .1302E+03 BASIN STORAGE= .1944E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 2.01 753.73 248.90 .30 5.00 752.90 250.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+03 EXCESS= .0000E+00 OUTFLOW= .1158E+03 BASIN STORAGE= .1979E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 2.07 689.67 252.80 .28 5.00 687.50 250.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1055E+03 EXCESS= .0000E+00 OUTFLOW= .1055E+03 BASIN STORAGE= .2108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 2.23 568.27 253.75 .23 5.00 564.03 255.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8738E+02 EXCESS= .0000E+00 OUTFLOW= .8738E+02 BASIN STORAGE= .2381E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 2.44 438.77 256.08 .18 5.00 437.05 255.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6919E+02 EXCESS= .0000E+00 OUTFLOW= .6920E+02 BASIN STORAGE= .2326E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 2.66 349.28 260.34 .14 5.00 348.50 260.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5542E+02 EXCESS= .0000E+00 OUTFLOW= .5542E+02 BASIN STORAGE= .2336E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 3.88 1037.19 248.41 .41 5.00 1035.73 250.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1555E+03 EXCESS= .0000E+00 OUTFLOW= .1555E+03 BASIN STORAGE= .5934E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 4.00 950.59 252.15 .38 5.00 946.06 250.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1444E+03 EXCESS= .0000E+00 OUTFLOW= .1445E+03 BASIN STORAGE= .5359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 4.17 854.45 254.12 .34 5.00 849.57 255.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+03 EXCESS= .0000E+00 OUTFLOW= .1301E+03 BASIN STORAGE= .5231E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 4.37 749.35 253.28 .30 5.00 745.91 255.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+03 EXCESS= .0000E+00 OUTFLOW= .1158E+03 BASIN STORAGE= .5060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 4.51 682.29 252.83 .28 5.00 681.45 255.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1055E+03 EXCESS= .0000E+00 OUTFLOW= .1055E+03 BASIN STORAGE= .5219E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 4.85 562.93 257.29 .23 5.00 556.17 255.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8740E+02 EXCESS= .0000E+00 OUTFLOW= .8741E+02 BASIN STORAGE= .5213E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 5.00 435.45 260.00 .18 5.00 435.45 260.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6917E+02 EXCESS= .0000E+00 OUTFLOW= .6919E+02 BASIN STORAGE= .4561E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF19 MANE 5.00 355.00 260.00 .14 5.00 355.00 260.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5545E+02 EXCESS= .0000E+00 OUTFLOW= .5547E+02 BASIN STORAGE= .5942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 1142.00 255.00 .43 5.00 1142.00 255.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1741E+03 EXCESS= .0000E+00 OUTFLOW= .1741E+03 BASIN STORAGE= .8035E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 1046.62 255.00 .40 5.00 1046.62 255.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1618E+03 EXCESS= .0000E+00 OUTFLOW= .1618E+03 BASIN STORAGE= .6049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 937.56 255.00 .36 5.00 937.56 255.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1456E+03 EXCESS= .0000E+00 OUTFLOW= .1456E+03 BASIN STORAGE= .7493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 816.86 255.00 .32 5.00 816.86 255.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1296E+03 EXCESS= .0000E+00 OUTFLOW= .1296E+03 BASIN STORAGE= .6612E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 744.23 260.00 .29 5.00 744.23 260.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1179E+03 BASIN STORAGE= .5876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 610.55 260.00 .24 5.00 610.55 260.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9769E+02 EXCESS= .0000E+00 OUTFLOW= .9771E+02 BASIN STORAGE= .6972E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 482.55 265.00 .19 5.00 482.55 265.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7720E+02 EXCESS= .0000E+00 OUTFLOW= .7722E+02 BASIN STORAGE= .6785E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF20 MANE 5.00 391.75 265.00 .15 5.00 391.75 265.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6176E+02 EXCESS= .0000E+00 OUTFLOW= .6178E+02 BASIN STORAGE= .6228E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 225.42 255.00 1.40 5.00 225.42 255.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3958E+02 EXCESS= .0000E+00 OUTFLOW= .3959E+02 BASIN STORAGE= .3192E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 214.88 255.00 1.33 5.00 214.88 255.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3764E+02 EXCESS= .0000E+00 OUTFLOW= .3765E+02 BASIN STORAGE= .2925E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 200.22 255.00 1.24 5.00 200.22 255.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3496E+02 EXCESS= .0000E+00 OUTFLOW= .3496E+02 BASIN STORAGE= .2814E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 185.24 255.00 1.14 5.00 185.24 255.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3223E+02 EXCESS= .0000E+00 OUTFLOW= .3224E+02 BASIN STORAGE= .2899E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 174.04 255.00 1.07 5.00 174.04 255.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3021E+02 EXCESS= .0000E+00 OUTFLOW= .3022E+02 BASIN STORAGE= .2744E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 153.62 255.00 .94 5.00 153.62 255.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2656E+02 EXCESS= .0000E+00 OUTFLOW= .2656E+02 BASIN STORAGE= .3554E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 131.56 255.00 .80 5.00 131.56 255.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2267E+02 EXCESS= .0000E+00 OUTFLOW= .2267E+02 BASIN STORAGE= .3165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF21 MANE 5.00 113.63 260.00 .69 5.00 113.63 260.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1951E+02 EXCESS= .0000E+00 OUTFLOW= .1951E+02 BASIN STORAGE= .2843E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.54 200.01 223.47 1.21 5.00 199.97 225.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2476E+02 EXCESS= .0000E+00 OUTFLOW= .2476E+02 BASIN STORAGE= .2795E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.57 189.98 225.85 1.14 5.00 189.83 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2344E+02 EXCESS= .0000E+00 OUTFLOW= .2343E+02 BASIN STORAGE= .2797E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.61 175.97 224.22 1.06 5.00 175.60 225.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2162E+02 EXCESS= .0000E+00 OUTFLOW= .2162E+02 BASIN STORAGE= .2869E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.65 161.99 225.44 .97 5.00 161.71 225.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1978E+02 EXCESS= .0000E+00 OUTFLOW= .1978E+02 BASIN STORAGE= .3730E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.69 150.91 225.86 .90 5.00 150.55 225.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1842E+02 EXCESS= .0000E+00 OUTFLOW= .1842E+02 BASIN STORAGE= .3261E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.76 131.00 226.61 .78 5.00 130.84 225.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1598E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .3384E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.86 110.89 225.91 .65 5.00 110.40 225.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1341E+02 EXCESS= .0000E+00 OUTFLOW= .1340E+02 BASIN STORAGE= .3501E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF23 MANE 2.95 93.40 227.53 .55 5.00 93.40 225.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1134E+02 EXCESS= .0000E+00 OUTFLOW= .1134E+02 BASIN STORAGE= .3086E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .89 302.53 225.74 .91 5.00 301.25 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3719E+02 EXCESS= .0000E+00 OUTFLOW= .3719E+02 BASIN STORAGE= .1131E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .90 284.62 225.83 .86 5.00 283.25 225.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3495E+02 EXCESS= .0000E+00 OUTFLOW= .3495E+02 BASIN STORAGE= .1199E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .92 259.05 226.35 .78 5.00 258.09 225.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3190E+02 EXCESS= .0000E+00 OUTFLOW= .3190E+02 BASIN STORAGE= .1101E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .93 234.78 226.22 .71 5.00 233.53 225.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2884E+02 EXCESS= .0000E+00 OUTFLOW= .2884E+02 BASIN STORAGE= .1187E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .95 215.90 226.25 .65 5.00 214.59 225.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2658E+02 EXCESS= .0000E+00 OUTFLOW= .2658E+02 BASIN STORAGE= .1125E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE .98 182.83 226.10 .55 5.00 181.21 225.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2260E+02 EXCESS= .0000E+00 OUTFLOW= .2260E+02 BASIN STORAGE= .1170E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE 1.02 148.39 226.48 .45 5.00 146.85 225.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1848E+02 EXCESS= .0000E+00 OUTFLOW= .1848E+02 BASIN STORAGE= .1170E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF24 MANE 1.07 120.99 226.37 .37 5.00 119.22 225.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1524E+02 EXCESS= .0000E+00 OUTFLOW= .1524E+02 BASIN STORAGE= .1073E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIDB MANE .50 .00 445.50 .00 5.00 .00 445.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2036E-06 EXCESS= .0000E+00 OUTFLOW= .2036E-06 BASIN STORAGE= .2599E-06 PERCENT ERROR=-127.6

FOR PLAN = 1 RATIO= .00

RDIDB MANE 1.00 .00 537.00 .00 5.00 .00 535.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8056E-07 EXCESS= .0000E+00 OUTFLOW= .8056E-07 BASIN STORAGE= .2599E-06 PERCENT ERROR=-322.6

FOR PLAN = 1 RATIO= .00

RDIDB MANE .75 .00 595.50 .00 5.00 .00 595.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7954E-07 EXCESS= .0000E+00 OUTFLOW= .7954E-07 BASIN STORAGE= .2599E-06 PERCENT ERROR=-326.7

FOR PLAN = 1 RATIO= .00

RDIDB MANE .25 .00 1459.00 .00 5.00 .00 1460.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4286E-07 EXCESS= .0000E+00 OUTFLOW= .3941E-07 BASIN STORAGE= .1493E-06 PERCENT ERROR=-340.2

FOR PLAN = 1 RATIO= .00

RDIDB MANE 1.00 .00 407.00 .00 5.00 .00 405.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6064E-07 EXCESS= .0000E+00 OUTFLOW= .1731E-07 BASIN STORAGE= .1493E-06 PERCENT ERROR=-174.7

FOR PLAN = 1 RATIO= .00

RDIDB MANE 1.00 .00 1333.00 .00 5.00 .00 1335.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7728E-07 EXCESS= .0000E+00 OUTFLOW= .7182E-07 BASIN STORAGE= .1493E-06 PERCENT ERROR=-186.1

FOR PLAN = 1 RATIO= .00

RDIDB MANE .75 .00 1194.75 .00 5.00 .00 1195.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9031E-07 EXCESS= .0000E+00 OUTFLOW= .8680E-07 BASIN STORAGE= .1493E-06 PERCENT ERROR=-161.4

FOR PLAN = 1 RATIO= .00

RDIDB MANE .75 .00 1035.75 .00 5.00 .00 1035.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7403E-07 EXCESS= .0000E+00 OUTFLOW= .7384E-07 BASIN STORAGE= .1493E-06 PERCENT ERROR=-201.4

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 94.13 230.00 .81 5.00 94.13 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1092E+02 EXCESS= .0000E+00 OUTFLOW= .1092E+02 BASIN STORAGE= .1226E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 88.12 230.00 .75 5.00 88.12 230.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1020E+02 EXCESS= .0000E+00 OUTFLOW= .1020E+02 BASIN STORAGE= .1185E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 79.84 230.00 .68 5.00 79.84 230.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9229E+01 EXCESS= .0000E+00 OUTFLOW= .9231E+01 BASIN STORAGE= .1127E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 71.51 230.00 .61 5.00 71.51 230.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8260E+01 EXCESS= .0000E+00 OUTFLOW= .8263E+01 BASIN STORAGE= .1066E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 65.36 230.00 .56 5.00 65.36 230.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7554E+01 EXCESS= .0000E+00 OUTFLOW= .7556E+01 BASIN STORAGE= .1510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 54.37 230.00 .47 5.00 54.37 230.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6309E+01 EXCESS= .0000E+00 OUTFLOW= .6311E+01 BASIN STORAGE= .1379E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF26 MANE 5.00 42.85 230.00 .37 5.00 42.85 230.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5032E+01 EXCESS= .0000E+00 OUTFLOW= .5034E+01 BASIN STORAGE= .1201E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF26 MANE 4.00 33.60 232.00 .30 5.00 33.04 230.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4043E+01 EXCESS= .0000E+00 OUTFLOW= .4045E+01 BASIN STORAGE= .1161E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.02 215.56 229.31 .32 5.00 214.32 230.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2626E+02 EXCESS= .0000E+00 OUTFLOW= .2624E+02 BASIN STORAGE= .6263E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.07 201.82 228.08 .30 5.00 200.11 230.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2470E+02 EXCESS= .0000E+00 OUTFLOW= .2468E+02 BASIN STORAGE= .5080E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.15 184.11 228.15 .27 5.00 182.82 230.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2255E+02 EXCESS= .0000E+00 OUTFLOW= .2254E+02 BASIN STORAGE= .4687E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.23 166.96 228.60 .25 5.00 165.86 230.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2041E+02 EXCESS= .0000E+00 OUTFLOW= .2040E+02 BASIN STORAGE= .5973E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.30 152.64 228.10 .23 5.00 152.18 230.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1883E+02 EXCESS= .0000E+00 OUTFLOW= .1881E+02 BASIN STORAGE= .5931E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.45 129.80 231.40 .19 5.00 128.79 230.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1601E+02 EXCESS= .0000E+00 OUTFLOW= .1600E+02 BASIN STORAGE= .6557E-03 PERCENT ERROR= .1

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.64 105.28 232.16 .16 5.00 104.07 230.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1309E+02 EXCESS= .0000E+00 OUTFLOW= .1309E+02 BASIN STORAGE= .4964E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF27 MANE 4.85 85.37 232.66 .13 5.00 84.09 230.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1082E+02 EXCESS= .0000E+00 OUTFLOW= .1081E+02 BASIN STORAGE= .5846E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.39 359.41 232.42 .43 5.00 356.92 235.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4683E+02 EXCESS= .0000E+00 OUTFLOW= .4683E+02 BASIN STORAGE= .5474E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.45 335.65 235.69 .40 5.00 335.26 235.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4387E+02 EXCESS= .0000E+00 OUTFLOW= .4387E+02 BASIN STORAGE= .6440E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.53 304.93 235.78 .36 5.00 304.34 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3985E+02 EXCESS= .0000E+00 OUTFLOW= .3985E+02 BASIN STORAGE= .5840E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.63 273.68 236.21 .33 5.00 272.93 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3585E+02 EXCESS= .0000E+00 OUTFLOW= .3584E+02 BASIN STORAGE= .7932E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.72 251.32 235.82 .30 5.00 250.33 235.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3288E+02 EXCESS= .0000E+00 OUTFLOW= .3288E+02 BASIN STORAGE= .7814E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 4.89 211.26 234.70 .25 5.00 210.98 235.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2767E+02 EXCESS= .0000E+00 OUTFLOW= .2767E+02 BASIN STORAGE= .8348E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 5.00 168.15 235.00 .20 5.00 168.15 235.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2230E+02 EXCESS= .0000E+00 OUTFLOW= .2230E+02 BASIN STORAGE= .6822E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF28 MANE 5.00 133.33 235.00 .17 5.00 133.33 235.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1815E+02 EXCESS= .0000E+00 OUTFLOW= .1815E+02 BASIN STORAGE= .7202E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.13 443.26 235.28 .47 5.00 442.94 235.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5921E+02 EXCESS= .0000E+00 OUTFLOW= .5920E+02 BASIN STORAGE= .1571E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.15 416.15 236.00 .44 5.00 415.45 235.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5545E+02 EXCESS= .0000E+00 OUTFLOW= .5545E+02 BASIN STORAGE= .1612E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.17 377.46 235.96 .40 5.00 376.56 235.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5033E+02 EXCESS= .0000E+00 OUTFLOW= .5033E+02 BASIN STORAGE= .1464E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.19 338.26 236.40 .36 5.00 337.13 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4526E+02 EXCESS= .0000E+00 OUTFLOW= .4526E+02 BASIN STORAGE= .1561E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.21 309.69 235.70 .33 5.00 308.51 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4150E+02 EXCESS= .0000E+00 OUTFLOW= .4149E+02 BASIN STORAGE= .1659E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.26 260.75 236.48 .28 5.00 259.02 235.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3487E+02 EXCESS= .0000E+00 OUTFLOW= .3487E+02 BASIN STORAGE= .1588E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.32 207.55 237.01 .22 5.00 205.25 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2804E+02 EXCESS= .0000E+00 OUTFLOW= .2804E+02 BASIN STORAGE= .1460E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF29 MANE 1.38 164.86 237.25 .18 5.00 164.16 240.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2277E+02 EXCESS= .0000E+00 OUTFLOW= .2277E+02 BASIN STORAGE= .1492E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLF30 MANE 5.00 120.93 255.00 .62 5.00 120.93 255.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1785E+02 EXCESS= .0000E+00 OUTFLOW= .1786E+02 BASIN STORAGE= .4295E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF30 MANE 5.00 111.50 255.00 .58 5.00 111.50 255.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1654E+02 EXCESS= .0000E+00 OUTFLOW= .1655E+02 BASIN STORAGE= .4019E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF30 MANE 5.00 98.51 255.00 .51 5.00 98.51 255.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1476E+02 EXCESS= .0000E+00 OUTFLOW= .1477E+02 BASIN STORAGE= .3952E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF30 MANE 5.00 86.31 260.00 .45 5.00 86.31 260.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+02 EXCESS= .0000E+00 OUTFLOW= .1303E+02 BASIN STORAGE= .5201E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RLF30 MANE 5.00 77.37 260.00 .41 5.00 77.37 260.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1175E+02 EXCESS= .0000E+00 OUTFLOW= .1176E+02 BASIN STORAGE= .4857E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RLF30 MANE 4.00 60.91 264.00 .33 5.00 60.74 260.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9540E+01 EXCESS= .0000E+00 OUTFLOW= .9556E+01 BASIN STORAGE= .5002E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RLF30 MANE 3.75 45.48 333.75 .26 5.00 45.19 330.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7327E+01 EXCESS= .0000E+00 OUTFLOW= .7344E+01 BASIN STORAGE= .4859E-02 PERCENT ERROR= -.3

FOR PLAN = 1 RATIO= .00

RLF30 MANE 4.25 36.93 335.75 .20 5.00 36.89 335.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5650E+01 EXCESS= .0000E+00 OUTFLOW= .5670E+01 BASIN STORAGE= .4307E-02 PERCENT ERROR= -.4

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 3.45 583.39 241.66 .51 5.00 580.38 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8820E+02 EXCESS= .0000E+00 OUTFLOW= .8821E+02 BASIN STORAGE= .5499E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 3.55 541.98 241.67 .48 5.00 540.31 245.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8230E+02 EXCESS= .0000E+00 OUTFLOW= .8231E+02 BASIN STORAGE= .5838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 3.72 484.57 245.32 .43 5.00 484.47 245.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7427E+02 EXCESS= .0000E+00 OUTFLOW= .7428E+02 BASIN STORAGE= .6115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 3.91 427.37 242.39 .38 5.00 426.73 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6634E+02 EXCESS= .0000E+00 OUTFLOW= .6635E+02 BASIN STORAGE= .4971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 4.07 388.10 244.33 .35 5.00 387.61 245.00 .35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6050E+02 EXCESS= .0000E+00 OUTFLOW= .6051E+02 BASIN STORAGE= .4912E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 4.42 312.11 247.46 .29 5.00 310.00 250.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5028E+02 EXCESS= .0000E+00 OUTFLOW= .5029E+02 BASIN STORAGE= .6154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 4.96 233.60 242.81 .23 5.00 233.02 245.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3983E+02 EXCESS= .0000E+00 OUTFLOW= .3984E+02 BASIN STORAGE= .5196E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF31 MANE 5.00 183.81 245.00 .18 5.00 183.81 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3185E+02 EXCESS= .0000E+00 OUTFLOW= .3187E+02 BASIN STORAGE= .5558E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .53 681.03 240.47 .57 5.00 680.38 240.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1053E+03 EXCESS= .0000E+00 OUTFLOW= .1053E+03 BASIN STORAGE= .8388E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .54 634.18 240.34 .53 5.00 633.50 240.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9858E+02 EXCESS= .0000E+00 OUTFLOW= .9858E+02 BASIN STORAGE= .7973E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .57 568.86 240.84 .48 5.00 567.94 240.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8939E+02 EXCESS= .0000E+00 OUTFLOW= .8939E+02 BASIN STORAGE= .8252E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .59 503.67 240.96 .43 5.00 502.38 240.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8027E+02 EXCESS= .0000E+00 OUTFLOW= .8027E+02 BASIN STORAGE= .8351E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .62 455.79 244.64 .40 5.00 455.71 245.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7356E+02 EXCESS= .0000E+00 OUTFLOW= .7356E+02 BASIN STORAGE= .8328E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .67 369.98 241.02 .33 5.00 369.36 240.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6178E+02 EXCESS= .0000E+00 OUTFLOW= .6178E+02 BASIN STORAGE= .8334E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .74 290.91 240.83 .27 5.00 290.27 240.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4962E+02 EXCESS= .0000E+00 OUTFLOW= .4962E+02 BASIN STORAGE= .8317E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCLF32 MANE .81 234.83 241.22 .22 5.00 234.18 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4028E+02 EXCESS= .0000E+00 OUTFLOW= .4028E+02 BASIN STORAGE= .8046E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RLFDB MANE 1.75 .00 761.25 .00 5.00 .00 760.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3045E-05 EXCESS= .0000E+00 OUTFLOW= .3045E-05 BASIN STORAGE= .2326E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE .50 .00 407.00 .00 5.00 .00 405.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2102E-05 EXCESS= .0000E+00 OUTFLOW= .2102E-05 BASIN STORAGE= .2326E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE 1.00 .00 557.00 .00 5.00 .00 555.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1813E-05 EXCESS= .0000E+00 OUTFLOW= .1813E-05 BASIN STORAGE= .2326E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE .75 .00 359.25 .00 5.00 .00 360.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2213E-06 EXCESS= .0000E+00 OUTFLOW= .2213E-06 BASIN STORAGE= .1012E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE 1.00 .00 430.00 .00 5.00 .00 430.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5517E-06 EXCESS= .0000E+00 OUTFLOW= .5517E-06 BASIN STORAGE= .1534E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE 1.00 .00 452.00 .00 5.00 .00 450.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8986E-06 EXCESS= .0000E+00 OUTFLOW= .8986E-06 BASIN STORAGE= .1534E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE .75 .00 559.50 .00 5.00 .00 560.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2229E-06 EXCESS= .0000E+00 OUTFLOW= .2229E-06 BASIN STORAGE= .1534E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RLFDB MANE .75 .00 554.25 .00 5.00 .00 555.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6574E-06 EXCESS= .0000E+00 OUTFLOW= .6574E-06 BASIN STORAGE= .1534E-03 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 169.50 235.00 1.60 5.00 169.50 235.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2477E+02 EXCESS= .0000E+00 OUTFLOW= .2477E+02 BASIN STORAGE= .9335E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 162.33 235.00 1.52 5.00 162.33 235.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2365E+02 EXCESS= .0000E+00 OUTFLOW= .2365E+02 BASIN STORAGE= .9077E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 152.35 235.00 1.42 5.00 152.35 235.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2210E+02 EXCESS= .0000E+00 OUTFLOW= .2210E+02 BASIN STORAGE= .8644E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 142.10 235.00 1.32 5.00 142.10 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2052E+02 EXCESS= .0000E+00 OUTFLOW= .2052E+02 BASIN STORAGE= .8264E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 134.42 235.00 1.25 5.00 134.42 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1934E+02 EXCESS= .0000E+00 OUTFLOW= .1934E+02 BASIN STORAGE= .7974E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 120.34 235.00 1.11 5.00 120.34 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1720E+02 EXCESS= .0000E+00 OUTFLOW= .1720E+02 BASIN STORAGE= .7319E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 105.03 235.00 .96 5.00 105.03 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1490E+02 EXCESS= .0000E+00 OUTFLOW= .1490E+02 BASIN STORAGE= .9711E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 92.32 235.00 .84 5.00 92.32 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+02 EXCESS= .0000E+00 OUTFLOW= .1301E+02 BASIN STORAGE= .8957E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.31 365.91 232.83 .08 5.00 365.74 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5460E+02 EXCESS= .0000E+00 OUTFLOW= .5461E+02 BASIN STORAGE= .3122E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.38 351.12 236.46 .07 5.00 350.12 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5210E+02 EXCESS= .0000E+00 OUTFLOW= .5211E+02 BASIN STORAGE= .3245E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.48 328.13 237.42 .07 5.00 328.09 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4867E+02 EXCESS= .0000E+00 OUTFLOW= .4868E+02 BASIN STORAGE= .3521E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.59 308.61 234.23 .06 5.00 307.87 235.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4517E+02 EXCESS= .0000E+00 OUTFLOW= .4518E+02 BASIN STORAGE= .3801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.69 291.41 234.26 .06 5.00 290.84 235.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4259E+02 EXCESS= .0000E+00 OUTFLOW= .4260E+02 BASIN STORAGE= .3415E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 4.87 259.32 233.99 .05 5.00 259.02 235.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3780E+02 EXCESS= .0000E+00 OUTFLOW= .3781E+02 BASIN STORAGE= .3106E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 5.00 227.46 235.00 .05 5.00 227.46 235.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3272E+02 EXCESS= .0000E+00 OUTFLOW= .3273E+02 BASIN STORAGE= .3236E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW1 MANE 5.00 199.33 235.00 .04 5.00 199.33 235.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2856E+02 EXCESS= .0000E+00 OUTFLOW= .2856E+02 BASIN STORAGE= .3044E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.29 213.77 229.26 1.55 5.00 213.04 230.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3067E+02 EXCESS= .0000E+00 OUTFLOW= .3067E+02 BASIN STORAGE= .3207E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.31 204.27 229.01 1.47 5.00 203.58 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2925E+02 EXCESS= .0000E+00 OUTFLOW= .2925E+02 BASIN STORAGE= .3203E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.34 191.67 229.69 1.38 5.00 191.35 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2730E+02 EXCESS= .0000E+00 OUTFLOW= .2730E+02 BASIN STORAGE= .2545E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.38 177.63 230.61 1.27 5.00 177.55 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2529E+02 EXCESS= .0000E+00 OUTFLOW= .2529E+02 BASIN STORAGE= .3166E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.40 167.58 230.85 1.20 5.00 167.57 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2381E+02 EXCESS= .0000E+00 OUTFLOW= .2381E+02 BASIN STORAGE= .2868E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.46 149.58 228.77 1.06 5.00 149.47 230.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2111E+02 EXCESS= .0000E+00 OUTFLOW= .2111E+02 BASIN STORAGE= .2980E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.53 130.66 230.19 .92 5.00 130.54 230.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1822E+02 EXCESS= .0000E+00 OUTFLOW= .1822E+02 BASIN STORAGE= .3130E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW3 MANE 2.60 113.96 231.16 .80 5.00 113.70 230.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1585E+02 EXCESS= .0000E+00 OUTFLOW= .1585E+02 BASIN STORAGE= .2913E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 86.17 235.00 .63 5.00 86.17 235.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+02 EXCESS= .0000E+00 OUTFLOW= .1091E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 79.59 235.00 .58 5.00 79.59 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+02 EXCESS= .0000E+00 OUTFLOW= .1012E+02 BASIN STORAGE= .1502E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 70.60 235.00 .52 5.00 70.60 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9034E+01 EXCESS= .0000E+00 OUTFLOW= .9037E+01 BASIN STORAGE= .2055E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 61.59 235.00 .46 5.00 61.59 235.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7969E+01 EXCESS= .0000E+00 OUTFLOW= .7972E+01 BASIN STORAGE= .1934E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 4.75 54.73 237.50 .42 5.00 53.85 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7194E+01 EXCESS= .0000E+00 OUTFLOW= .7197E+01 BASIN STORAGE= .1822E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.50 43.49 238.00 .34 5.00 43.16 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5856E+01 EXCESS= .0000E+00 OUTFLOW= .5859E+01 BASIN STORAGE= .1523E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.00 32.27 240.00 .26 5.00 32.27 240.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4507E+01 EXCESS= .0000E+00 OUTFLOW= .4509E+01 BASIN STORAGE= .1682E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.25 25.47 312.00 .20 5.00 25.25 315.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3483E+01 EXCESS= .0000E+00 OUTFLOW= .3485E+01 BASIN STORAGE= .1922E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 159.61 240.00 .69 5.00 159.61 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+02 EXCESS= .0000E+00 OUTFLOW= .2091E+02 BASIN STORAGE= .1910E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 148.06 240.00 .65 5.00 148.06 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1945E+02 EXCESS= .0000E+00 OUTFLOW= .1945E+02 BASIN STORAGE= .1848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 132.17 240.00 .58 5.00 132.17 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1747E+02 EXCESS= .0000E+00 OUTFLOW= .1747E+02 BASIN STORAGE= .1656E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 116.27 240.00 .51 5.00 116.27 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1550E+02 EXCESS= .0000E+00 OUTFLOW= .1551E+02 BASIN STORAGE= .1672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 103.19 240.00 .47 5.00 103.19 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1407E+02 EXCESS= .0000E+00 OUTFLOW= .1407E+02 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 83.94 245.00 .38 5.00 83.94 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+02 EXCESS= .0000E+00 OUTFLOW= .1159E+02 BASIN STORAGE= .1876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 63.45 245.00 .30 5.00 63.45 245.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9056E+01 EXCESS= .0000E+00 OUTFLOW= .9059E+01 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 4.25 47.40 246.50 .24 5.00 46.94 250.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7123E+01 EXCESS= .0000E+00 OUTFLOW= .7125E+01 BASIN STORAGE= .1749E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 280.66 240.00 .91 5.00 280.66 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3999E+02 EXCESS= .0000E+00 OUTFLOW= .4001E+02 BASIN STORAGE= .6443E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 262.89 240.00 .86 5.00 262.89 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3760E+02 EXCESS= .0000E+00 OUTFLOW= .3761E+02 BASIN STORAGE= .6286E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 238.38 240.00 .79 5.00 238.38 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3432E+02 EXCESS= .0000E+00 OUTFLOW= .3434E+02 BASIN STORAGE= .5900E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 213.50 240.00 .71 5.00 213.50 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .5818E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 194.38 240.00 .65 5.00 194.38 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+02 EXCESS= .0000E+00 OUTFLOW= .2864E+02 BASIN STORAGE= .6144E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 162.27 240.00 .56 5.00 162.27 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2439E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .7620E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 129.01 245.00 .46 5.00 129.01 245.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1998E+02 EXCESS= .0000E+00 OUTFLOW= .1999E+02 BASIN STORAGE= .6197E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 100.58 245.00 .38 5.00 100.58 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1653E+02 EXCESS= .0000E+00 OUTFLOW= .1654E+02 BASIN STORAGE= .6447E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.31 213.50 .79 5.00 210.10 215.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5651E+02 EXCESS= .0000E+00 OUTFLOW= .5651E+02 BASIN STORAGE= .2344E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.40 213.50 .77 5.00 210.14 215.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5527E+02 EXCESS= .0000E+00 OUTFLOW= .5527E+02 BASIN STORAGE= .2271E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.10 219.66 .75 5.00 210.07 220.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5352E+02 EXCESS= .0000E+00 OUTFLOW= .5352E+02 BASIN STORAGE= .2637E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.49 219.66 .72 5.00 210.38 220.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5143E+02 EXCESS= .0000E+00 OUTFLOW= .5142E+02 BASIN STORAGE= .2787E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.78 219.66 .69 5.00 210.60 220.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4969E+02 EXCESS= .0000E+00 OUTFLOW= .4968E+02 BASIN STORAGE= .2316E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.49 223.77 .64 5.00 210.15 310.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4591E+02 EXCESS= .0000E+00 OUTFLOW= .4591E+02 BASIN STORAGE= .2276E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.23 229.93 .57 5.00 210.22 230.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4072E+02 EXCESS= .0000E+00 OUTFLOW= .4071E+02 BASIN STORAGE= .2682E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDIV1 MANE 2.05 210.47 234.03 .50 5.00 210.18 235.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3592E+02 EXCESS= .0000E+00 OUTFLOW= .3591E+02 BASIN STORAGE= .2258E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE .98 603.63 226.43 1.03 5.00 602.49 225.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1111E+03 EXCESS= .0000E+00 OUTFLOW= .1111E+03 BASIN STORAGE= .1365E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE .98 586.39 225.83 .99 5.00 584.80 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1073E+03 EXCESS= .0000E+00 OUTFLOW= .1073E+03 BASIN STORAGE= .1459E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE .99 562.18 225.75 .94 5.00 560.69 225.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1020E+03 EXCESS= .0000E+00 OUTFLOW= .1020E+03 BASIN STORAGE= .1411E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE 1.00 536.79 225.86 .89 5.00 535.26 225.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9625E+02 EXCESS= .0000E+00 OUTFLOW= .9625E+02 BASIN STORAGE= .1350E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE 1.01 517.77 226.47 .85 5.00 516.57 225.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9183E+02 EXCESS= .0000E+00 OUTFLOW= .9183E+02 BASIN STORAGE= .1470E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE 1.02 483.88 226.51 .77 5.00 480.92 225.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8318E+02 EXCESS= .0000E+00 OUTFLOW= .8318E+02 BASIN STORAGE= .1380E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE 1.04 442.32 229.64 .67 5.00 442.17 230.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7278E+02 EXCESS= .0000E+00 OUTFLOW= .7278E+02 BASIN STORAGE= .1481E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCDIV1 MANE 1.06 406.21 231.40 .59 5.00 403.38 230.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6372E+02 EXCESS= .0000E+00 OUTFLOW= .6372E+02 BASIN STORAGE= .1438E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.57 1184.15 230.73 .24 5.00 1182.79 230.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2030E+03 EXCESS= .0000E+00 OUTFLOW= .2030E+03 BASIN STORAGE= .2961E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.59 1140.55 231.07 .23 5.00 1138.58 230.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1950E+03 EXCESS= .0000E+00 OUTFLOW= .1950E+03 BASIN STORAGE= .3338E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.63 1082.25 231.07 .22 5.00 1080.17 230.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1838E+03 EXCESS= .0000E+00 OUTFLOW= .1838E+03 BASIN STORAGE= .3032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.66 1023.63 231.30 .21 5.00 1020.75 230.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1722E+03 EXCESS= .0000E+00 OUTFLOW= .1722E+03 BASIN STORAGE= .3278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.69 976.62 232.20 .20 5.00 974.64 230.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1634E+03 EXCESS= .0000E+00 OUTFLOW= .1634E+03 BASIN STORAGE= .3377E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.76 893.24 232.00 .18 5.00 888.94 230.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1467E+03 EXCESS= .0000E+00 OUTFLOW= .1467E+03 BASIN STORAGE= .2933E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.83 803.72 232.78 .15 5.00 797.35 235.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1277E+03 EXCESS= .0000E+00 OUTFLOW= .1277E+03 BASIN STORAGE= .3288E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW11 MANE 1.92 722.75 233.69 .13 5.00 720.51 235.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1116E+03 EXCESS= .0000E+00 OUTFLOW= .1116E+03 BASIN STORAGE= .3464E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.17 1462.28 232.65 .29 5.00 1454.83 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2486E+03 EXCESS= .0000E+00 OUTFLOW= .2486E+03 BASIN STORAGE= .5353E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.21 1404.71 234.13 .28 5.00 1399.21 235.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2385E+03 EXCESS= .0000E+00 OUTFLOW= .2385E+03 BASIN STORAGE= .5359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.26 1330.72 232.57 .26 5.00 1326.70 235.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2245E+03 EXCESS= .0000E+00 OUTFLOW= .2245E+03 BASIN STORAGE= .4499E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.31 1254.61 233.54 .24 5.00 1249.63 235.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2099E+03 EXCESS= .0000E+00 OUTFLOW= .2099E+03 BASIN STORAGE= .4679E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.36 1195.54 233.38 .23 5.00 1191.91 235.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1989E+03 EXCESS= .0000E+00 OUTFLOW= .1989E+03 BASIN STORAGE= .4610E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.45 1087.67 235.18 .21 5.00 1087.49 235.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1782E+03 EXCESS= .0000E+00 OUTFLOW= .1782E+03 BASIN STORAGE= .4930E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.56 973.77 235.62 .18 5.00 972.64 235.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1549E+03 EXCESS= .0000E+00 OUTFLOW= .1549E+03 BASIN STORAGE= .5307E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW12 MANE 2.67 871.61 235.20 .16 5.00 870.71 235.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1353E+03 EXCESS= .0000E+00 OUTFLOW= .1353E+03 BASIN STORAGE= .5525E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.57 1731.26 233.34 .33 5.00 1729.55 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+03 EXCESS= .0000E+00 OUTFLOW= .2917E+03 BASIN STORAGE= .3567E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.59 1663.51 232.32 .31 5.00 1662.44 235.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2796E+03 EXCESS= .0000E+00 OUTFLOW= .2796E+03 BASIN STORAGE= .3770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.63 1572.23 235.87 .29 5.00 1572.09 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2628E+03 EXCESS= .0000E+00 OUTFLOW= .2628E+03 BASIN STORAGE= .4048E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.67 1477.74 236.76 .27 5.00 1477.28 235.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2454E+03 EXCESS= .0000E+00 OUTFLOW= .2455E+03 BASIN STORAGE= .3509E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.70 1407.69 236.32 .26 5.00 1406.54 235.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2323E+03 EXCESS= .0000E+00 OUTFLOW= .2323E+03 BASIN STORAGE= .3407E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.77 1280.34 236.65 .23 5.00 1277.46 235.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2079E+03 EXCESS= .0000E+00 OUTFLOW= .2079E+03 BASIN STORAGE= .3961E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.85 1140.40 236.78 .20 5.00 1134.73 235.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1805E+03 EXCESS= .0000E+00 OUTFLOW= .1805E+03 BASIN STORAGE= .3458E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.94 1016.80 238.14 .18 5.00 1008.57 240.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1576E+03 EXCESS= .0000E+00 OUTFLOW= .1576E+03 BASIN STORAGE= .3426E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE .91 1727.24 235.36 .33 5.00 1726.13 235.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+03 EXCESS= .0000E+00 OUTFLOW= .2917E+03 BASIN STORAGE= .2081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE .92 1660.23 235.42 .31 5.00 1658.98 235.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2796E+03 EXCESS= .0000E+00 OUTFLOW= .2796E+03 BASIN STORAGE= .2073E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE .94 1570.12 236.02 .29 5.00 1568.52 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2629E+03 EXCESS= .0000E+00 OUTFLOW= .2629E+03 BASIN STORAGE= .2234E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE .97 1474.97 236.16 .27 5.00 1473.35 235.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2455E+03 EXCESS= .0000E+00 OUTFLOW= .2455E+03 BASIN STORAGE= .2005E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE .99 1405.30 235.91 .26 5.00 1402.32 235.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2323E+03 EXCESS= .0000E+00 OUTFLOW= .2323E+03 BASIN STORAGE= .2002E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.03 1276.32 235.93 .23 5.00 1272.52 235.00 .23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2079E+03 EXCESS= .0000E+00 OUTFLOW= .2079E+03 BASIN STORAGE= .2083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.08 1133.54 236.63 .20 5.00 1127.79 235.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1805E+03 EXCESS= .0000E+00 OUTFLOW= .1805E+03 BASIN STORAGE= .2046E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW13 MANE 1.13 1008.79 236.78 .18 5.00 1008.23 240.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1576E+03 EXCESS= .0000E+00 OUTFLOW= .1576E+03 BASIN STORAGE= .2266E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 295.37 225.00 1.62 5.00 295.37 225.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3806E+02 EXCESS= .0000E+00 OUTFLOW= .3809E+02 BASIN STORAGE= .7012E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 282.84 225.00 1.55 5.00 282.84 225.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3636E+02 EXCESS= .0000E+00 OUTFLOW= .3638E+02 BASIN STORAGE= .6872E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 265.37 225.00 1.45 5.00 265.37 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3400E+02 EXCESS= .0000E+00 OUTFLOW= .3402E+02 BASIN STORAGE= .6673E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 247.42 225.00 1.35 5.00 247.42 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3159E+02 EXCESS= .0000E+00 OUTFLOW= .3161E+02 BASIN STORAGE= .8860E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 233.96 225.00 1.27 5.00 233.96 225.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2980E+02 EXCESS= .0000E+00 OUTFLOW= .2982E+02 BASIN STORAGE= .8635E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 209.41 225.00 1.13 5.00 209.41 225.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2654E+02 EXCESS= .0000E+00 OUTFLOW= .2655E+02 BASIN STORAGE= .7470E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 182.95 230.00 .98 5.00 182.95 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2303E+02 EXCESS= .0000E+00 OUTFLOW= .2304E+02 BASIN STORAGE= .7055E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW14 MANE 5.00 161.86 230.00 .86 5.00 161.86 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2015E+02 EXCESS= .0000E+00 OUTFLOW= .2016E+02 BASIN STORAGE= .6687E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 153.70 225.00 1.62 5.00 153.70 225.00 1.62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1964E+02 EXCESS= .0000E+00 OUTFLOW= .1964E+02 BASIN STORAGE= .1285E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 147.15 225.00 1.55 5.00 147.15 225.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1876E+02 EXCESS= .0000E+00 OUTFLOW= .1876E+02 BASIN STORAGE= .1253E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 138.03 225.00 1.45 5.00 138.03 225.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1754E+02 EXCESS= .0000E+00 OUTFLOW= .1754E+02 BASIN STORAGE= .1209E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 128.68 225.00 1.35 5.00 128.68 225.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1630E+02 EXCESS= .0000E+00 OUTFLOW= .1630E+02 BASIN STORAGE= .1162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 121.66 225.00 1.27 5.00 121.66 225.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1537E+02 EXCESS= .0000E+00 OUTFLOW= .1538E+02 BASIN STORAGE= .1126E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 109.27 230.00 1.13 5.00 109.27 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1369E+02 EXCESS= .0000E+00 OUTFLOW= .1369E+02 BASIN STORAGE= .1570E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 95.90 230.00 .98 5.00 95.90 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+02 EXCESS= .0000E+00 OUTFLOW= .1188E+02 BASIN STORAGE= .1455E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW15 MANE 5.00 84.77 230.00 .86 5.00 84.77 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1040E+02 EXCESS= .0000E+00 OUTFLOW= .1040E+02 BASIN STORAGE= .1355E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .79 2372.10 231.32 .40 5.00 2363.79 230.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3853E+03 EXCESS= .0000E+00 OUTFLOW= .3853E+03 BASIN STORAGE= .2044E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .80 2277.67 231.14 .39 5.00 2267.94 230.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3689E+03 EXCESS= .0000E+00 OUTFLOW= .3689E+03 BASIN STORAGE= .2163E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .82 2145.68 231.00 .36 5.00 2135.12 230.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+03 EXCESS= .0000E+00 OUTFLOW= .3463E+03 BASIN STORAGE= .2225E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .84 2009.78 231.23 .34 5.00 1998.47 235.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3229E+03 EXCESS= .0000E+00 OUTFLOW= .3229E+03 BASIN STORAGE= .2201E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .86 1907.69 230.95 .32 5.00 1899.84 235.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3053E+03 EXCESS= .0000E+00 OUTFLOW= .3053E+03 BASIN STORAGE= .2032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .90 1719.58 231.76 .29 5.00 1718.89 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2728E+03 EXCESS= .0000E+00 OUTFLOW= .2728E+03 BASIN STORAGE= .2245E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .94 1518.91 235.91 .25 5.00 1517.76 235.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2367E+03 EXCESS= .0000E+00 OUTFLOW= .2367E+03 BASIN STORAGE= .2220E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE .99 1344.29 235.82 .22 5.00 1340.30 235.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2066E+03 EXCESS= .0000E+00 OUTFLOW= .2066E+03 BASIN STORAGE= .1944E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.34 2365.02 233.96 .40 5.00 2355.80 235.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3854E+03 EXCESS= .0000E+00 OUTFLOW= .3854E+03 BASIN STORAGE= .2995E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.37 2269.62 234.94 .39 5.00 2268.98 235.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3690E+03 EXCESS= .0000E+00 OUTFLOW= .3690E+03 BASIN STORAGE= .3655E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.42 2140.78 235.03 .36 5.00 2140.66 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3465E+03 EXCESS= .0000E+00 OUTFLOW= .3465E+03 BASIN STORAGE= .3677E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.48 2003.35 235.48 .34 5.00 2001.86 235.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3230E+03 EXCESS= .0000E+00 OUTFLOW= .3230E+03 BASIN STORAGE= .3109E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.52 1904.77 234.58 .32 5.00 1902.36 235.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3054E+03 EXCESS= .0000E+00 OUTFLOW= .3054E+03 BASIN STORAGE= .3528E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.61 1719.98 234.96 .29 5.00 1719.83 235.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2728E+03 EXCESS= .0000E+00 OUTFLOW= .2729E+03 BASIN STORAGE= .3175E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.72 1512.41 237.07 .25 5.00 1504.79 235.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2367E+03 EXCESS= .0000E+00 OUTFLOW= .2367E+03 BASIN STORAGE= .3559E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW17 MANE 2.84 1332.67 236.06 .22 5.00 1330.15 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2067E+03 EXCESS= .0000E+00 OUTFLOW= .2067E+03 BASIN STORAGE= .3195E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.03 4937.31 232.01 .08 5.00 4932.87 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8658E+03 EXCESS= .0000E+00 OUTFLOW= .8658E+03 BASIN STORAGE= .2469E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.04 4768.78 234.96 .08 5.00 4768.61 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8326E+03 EXCESS= .0000E+00 OUTFLOW= .8326E+03 BASIN STORAGE= .2741E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.06 4531.37 235.21 .07 5.00 4530.96 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7866E+03 EXCESS= .0000E+00 OUTFLOW= .7866E+03 BASIN STORAGE= .2891E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.09 4284.32 235.86 .07 5.00 4283.51 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7374E+03 EXCESS= .0000E+00 OUTFLOW= .7374E+03 BASIN STORAGE= .2856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.10 4101.87 235.30 .07 5.00 4099.86 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7001E+03 EXCESS= .0000E+00 OUTFLOW= .7001E+03 BASIN STORAGE= .2805E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.14 3769.40 236.14 .06 5.00 3758.29 235.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6292E+03 EXCESS= .0000E+00 OUTFLOW= .6292E+03 BASIN STORAGE= .2516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.19 3370.43 236.85 .05 5.00 3349.38 240.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5491E+03 EXCESS= .0000E+00 OUTFLOW= .5491E+03 BASIN STORAGE= .2553E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW18 MANE 1.24 3023.97 240.41 .04 5.00 3020.39 240.00 .04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4815E+03 EXCESS= .0000E+00 OUTFLOW= .4815E+03 BASIN STORAGE= .2499E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 4.88 217.12 234.01 1.26 5.00 216.47 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2990E+02 EXCESS= .0000E+00 OUTFLOW= .2990E+02 BASIN STORAGE= .5816E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 4.93 207.05 231.53 1.19 5.00 204.17 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2834E+02 EXCESS= .0000E+00 OUTFLOW= .2834E+02 BASIN STORAGE= .5586E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 192.26 230.00 1.10 5.00 192.26 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2619E+02 EXCESS= .0000E+00 OUTFLOW= .2619E+02 BASIN STORAGE= .6884E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 176.61 230.00 1.01 5.00 176.61 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2401E+02 EXCESS= .0000E+00 OUTFLOW= .2401E+02 BASIN STORAGE= .6539E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 164.96 230.00 .94 5.00 164.96 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2239E+02 EXCESS= .0000E+00 OUTFLOW= .2239E+02 BASIN STORAGE= .6140E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 144.19 235.00 .82 5.00 144.19 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1950E+02 EXCESS= .0000E+00 OUTFLOW= .1950E+02 BASIN STORAGE= .5654E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 122.22 235.00 .69 5.00 122.22 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1643E+02 EXCESS= .0000E+00 OUTFLOW= .1643E+02 BASIN STORAGE= .7844E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW19 MANE 5.00 104.30 235.00 .59 5.00 104.30 235.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1396E+02 EXCESS= .0000E+00 OUTFLOW= .1396E+02 BASIN STORAGE= .7125E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 1.86 5325.30 236.65 .09 5.00 5322.99 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9306E+03 EXCESS= .0000E+00 OUTFLOW= .9306E+03 BASIN STORAGE= .4706E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 1.89 5141.94 235.87 .08 5.00 5141.91 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8945E+03 EXCESS= .0000E+00 OUTFLOW= .8946E+03 BASIN STORAGE= .5857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 1.92 4897.64 236.49 .08 5.00 4890.53 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8446E+03 EXCESS= .0000E+00 OUTFLOW= .8446E+03 BASIN STORAGE= .5205E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 1.96 4634.02 237.52 .07 5.00 4619.77 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7912E+03 EXCESS= .0000E+00 OUTFLOW= .7912E+03 BASIN STORAGE= .4718E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 1.99 4440.65 237.40 .07 5.00 4421.33 235.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7507E+03 EXCESS= .0000E+00 OUTFLOW= .7507E+03 BASIN STORAGE= .4611E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 2.06 4066.86 237.22 .06 5.00 4031.57 235.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6738E+03 EXCESS= .0000E+00 OUTFLOW= .6738E+03 BASIN STORAGE= .5687E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 2.16 3613.67 239.65 .05 5.00 3609.06 240.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5869E+03 EXCESS= .0000E+00 OUTFLOW= .5869E+03 BASIN STORAGE= .4694E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW19 MANE 2.25 3220.38 242.97 .05 5.00 3214.86 240.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5138E+03 EXCESS= .0000E+00 OUTFLOW= .5138E+03 BASIN STORAGE= .5930E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 4.87 186.90 228.87 1.29 5.00 186.79 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2563E+02 EXCESS= .0000E+00 OUTFLOW= .2564E+02 BASIN STORAGE= .1233E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 4.93 178.61 231.80 1.23 5.00 176.58 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2432E+02 EXCESS= .0000E+00 OUTFLOW= .2432E+02 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 166.85 230.00 1.13 5.00 166.85 230.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2250E+02 EXCESS= .0000E+00 OUTFLOW= .2250E+02 BASIN STORAGE= .1338E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 153.57 230.00 1.04 5.00 153.57 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2066E+02 EXCESS= .0000E+00 OUTFLOW= .2066E+02 BASIN STORAGE= .1277E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 143.67 230.00 .97 5.00 143.67 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1929E+02 EXCESS= .0000E+00 OUTFLOW= .1930E+02 BASIN STORAGE= .1229E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 125.71 230.00 .85 5.00 125.71 230.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1684E+02 EXCESS= .0000E+00 OUTFLOW= .1684E+02 BASIN STORAGE= .1141E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 106.44 230.00 .72 5.00 106.44 230.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1423E+02 EXCESS= .0000E+00 OUTFLOW= .1424E+02 BASIN STORAGE= .1007E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW20 MANE 5.00 91.05 235.00 .61 5.00 91.05 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1214E+02 EXCESS= .0000E+00 OUTFLOW= .1214E+02 BASIN STORAGE= .9228E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 2.94 5684.32 237.88 .09 5.00 5666.21 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9891E+03 EXCESS= .0000E+00 OUTFLOW= .9891E+03 BASIN STORAGE= .7100E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 2.98 5485.26 238.06 .09 5.00 5458.32 235.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9500E+03 EXCESS= .0000E+00 OUTFLOW= .9501E+03 BASIN STORAGE= .7473E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.03 5210.31 236.56 .08 5.00 5171.61 235.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8959E+03 EXCESS= .0000E+00 OUTFLOW= .8959E+03 BASIN STORAGE= .7329E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.10 4911.64 238.64 .08 5.00 4891.44 240.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8383E+03 EXCESS= .0000E+00 OUTFLOW= .8384E+03 BASIN STORAGE= .9240E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.15 4686.59 236.37 .07 5.00 4673.19 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7948E+03 EXCESS= .0000E+00 OUTFLOW= .7948E+03 BASIN STORAGE= .7730E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.26 4293.15 238.26 .07 5.00 4279.02 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7123E+03 EXCESS= .0000E+00 OUTFLOW= .7123E+03 BASIN STORAGE= .7034E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.41 3799.47 242.18 .06 5.00 3787.86 240.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6194E+03 EXCESS= .0000E+00 OUTFLOW= .6195E+03 BASIN STORAGE= .8347E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW21 MANE 3.56 3370.93 242.27 .05 5.00 3359.44 245.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5416E+03 EXCESS= .0000E+00 OUTFLOW= .5416E+03 BASIN STORAGE= .8510E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 225.04 235.00 1.40 5.00 225.04 235.00 1.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2776E+02 EXCESS= .0000E+00 OUTFLOW= .2777E+02 BASIN STORAGE= .3324E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 214.42 235.00 1.33 5.00 214.42 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2639E+02 EXCESS= .0000E+00 OUTFLOW= .2640E+02 BASIN STORAGE= .3250E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 199.62 235.00 1.23 5.00 199.62 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2450E+02 EXCESS= .0000E+00 OUTFLOW= .2451E+02 BASIN STORAGE= .3052E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 184.43 235.00 1.14 5.00 184.43 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2259E+02 EXCESS= .0000E+00 OUTFLOW= .2260E+02 BASIN STORAGE= .2943E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 173.02 235.00 1.06 5.00 173.02 235.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2117E+02 EXCESS= .0000E+00 OUTFLOW= .2117E+02 BASIN STORAGE= .4281E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 152.06 235.00 .94 5.00 152.06 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1860E+02 EXCESS= .0000E+00 OUTFLOW= .1860E+02 BASIN STORAGE= .4212E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 131.17 240.00 .80 5.00 131.17 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1586E+02 EXCESS= .0000E+00 OUTFLOW= .1587E+02 BASIN STORAGE= .3932E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB1 MANE 5.00 114.09 240.00 .69 5.00 114.09 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1364E+02 EXCESS= .0000E+00 OUTFLOW= .1365E+02 BASIN STORAGE= .3467E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 1.99 403.16 232.42 1.37 5.00 399.31 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5463E+02 EXCESS= .0000E+00 OUTFLOW= .5463E+02 BASIN STORAGE= .2871E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.03 383.26 233.14 1.30 5.00 380.25 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5191E+02 EXCESS= .0000E+00 OUTFLOW= .5192E+02 BASIN STORAGE= .2795E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.09 355.64 233.99 1.21 5.00 353.73 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4816E+02 EXCESS= .0000E+00 OUTFLOW= .4816E+02 BASIN STORAGE= .2462E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.16 328.02 233.26 1.11 5.00 326.70 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4435E+02 EXCESS= .0000E+00 OUTFLOW= .4435E+02 BASIN STORAGE= .2454E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.22 307.11 234.97 1.04 5.00 307.08 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4152E+02 EXCESS= .0000E+00 OUTFLOW= .4152E+02 BASIN STORAGE= .2796E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.33 269.53 235.50 .91 5.00 269.32 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3642E+02 EXCESS= .0000E+00 OUTFLOW= .3642E+02 BASIN STORAGE= .2786E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.48 229.65 235.93 .78 5.00 228.90 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3100E+02 EXCESS= .0000E+00 OUTFLOW= .3100E+02 BASIN STORAGE= .2474E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB2 MANE 2.64 197.27 237.52 .67 5.00 196.26 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2661E+02 EXCESS= .0000E+00 OUTFLOW= .2661E+02 BASIN STORAGE= .2695E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.59 175.82 227.50 1.05 5.00 174.95 230.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2338E+02 EXCESS= .0000E+00 OUTFLOW= .2338E+02 BASIN STORAGE= .1978E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.61 165.85 228.56 .99 5.00 165.16 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2204E+02 EXCESS= .0000E+00 OUTFLOW= .2204E+02 BASIN STORAGE= .1737E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.64 152.21 227.64 .91 5.00 151.63 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2019E+02 EXCESS= .0000E+00 OUTFLOW= .2019E+02 BASIN STORAGE= .1959E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.67 138.40 228.72 .82 5.00 137.94 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1834E+02 EXCESS= .0000E+00 OUTFLOW= .1833E+02 BASIN STORAGE= .2010E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.70 128.15 228.89 .76 5.00 127.82 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1697E+02 EXCESS= .0000E+00 OUTFLOW= .1697E+02 BASIN STORAGE= .1811E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.75 109.79 229.10 .65 5.00 109.61 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1453E+02 EXCESS= .0000E+00 OUTFLOW= .1453E+02 BASIN STORAGE= .1788E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.82 90.48 228.98 .54 5.00 90.34 230.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1199E+02 EXCESS= .0000E+00 OUTFLOW= .1199E+02 BASIN STORAGE= .1831E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB3 MANE 1.89 74.90 232.01 .45 5.00 74.88 230.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9971E+01 EXCESS= .0000E+00 OUTFLOW= .9970E+01 BASIN STORAGE= .1791E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.57 571.78 231.27 1.25 5.00 567.73 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7801E+02 EXCESS= .0000E+00 OUTFLOW= .7802E+02 BASIN STORAGE= .2374E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.61 542.68 231.43 1.19 5.00 539.09 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7395E+02 EXCESS= .0000E+00 OUTFLOW= .7395E+02 BASIN STORAGE= .2514E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.66 502.16 232.18 1.10 5.00 499.54 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6834E+02 EXCESS= .0000E+00 OUTFLOW= .6835E+02 BASIN STORAGE= .2529E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.72 460.24 231.90 1.01 5.00 458.92 235.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6268E+02 EXCESS= .0000E+00 OUTFLOW= .6268E+02 BASIN STORAGE= .2220E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.76 429.50 232.78 .94 5.00 429.31 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5849E+02 EXCESS= .0000E+00 OUTFLOW= .5849E+02 BASIN STORAGE= .2197E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.86 374.26 236.54 .82 5.00 373.86 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5095E+02 EXCESS= .0000E+00 OUTFLOW= .5095E+02 BASIN STORAGE= .2372E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 1.99 315.71 237.23 .69 5.00 314.53 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4298E+02 EXCESS= .0000E+00 OUTFLOW= .4298E+02 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB3 MANE 2.13 268.33 238.21 .59 5.00 266.68 235.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3658E+02 EXCESS= .0000E+00 OUTFLOW= .3658E+02 BASIN STORAGE= .2535E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.54 596.65 227.05 1.21 5.00 596.05 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9207E+02 EXCESS= .0000E+00 OUTFLOW= .9207E+02 BASIN STORAGE= .2187E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.54 597.07 227.05 1.16 5.00 596.11 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8807E+02 EXCESS= .0000E+00 OUTFLOW= .8808E+02 BASIN STORAGE= .2216E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.54 595.23 233.29 1.08 5.00 594.44 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8211E+02 EXCESS= .0000E+00 OUTFLOW= .8211E+02 BASIN STORAGE= .2583E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.60 545.80 236.58 .99 5.00 545.37 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7525E+02 EXCESS= .0000E+00 OUTFLOW= .7525E+02 BASIN STORAGE= .2568E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.64 510.37 236.46 .93 5.00 509.29 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7018E+02 EXCESS= .0000E+00 OUTFLOW= .7018E+02 BASIN STORAGE= .2644E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.74 443.69 236.06 .81 5.00 442.68 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6104E+02 EXCESS= .0000E+00 OUTFLOW= .6104E+02 BASIN STORAGE= .2256E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.86 372.97 236.25 .68 5.00 371.38 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5141E+02 EXCESS= .0000E+00 OUTFLOW= .5141E+02 BASIN STORAGE= .2306E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB4 MANE 1.99 316.36 238.52 .58 5.00 314.12 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4367E+02 EXCESS= .0000E+00 OUTFLOW= .4367E+02 BASIN STORAGE= .2232E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.38 389.48 233.26 1.03 5.00 389.12 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8169E+02 EXCESS= .0000E+00 OUTFLOW= .8170E+02 BASIN STORAGE= .4272E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.38 388.95 233.34 .99 5.00 388.72 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7903E+02 EXCESS= .0000E+00 OUTFLOW= .7903E+02 BASIN STORAGE= .4219E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.39 387.41 236.99 .94 5.00 387.11 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7509E+02 EXCESS= .0000E+00 OUTFLOW= .7509E+02 BASIN STORAGE= .5337E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.42 377.07 236.10 .89 5.00 376.49 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7061E+02 EXCESS= .0000E+00 OUTFLOW= .7062E+02 BASIN STORAGE= .4393E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.45 369.77 238.00 .84 5.00 369.05 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6701E+02 EXCESS= .0000E+00 OUTFLOW= .6702E+02 BASIN STORAGE= .4085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.50 355.95 238.15 .76 5.00 355.59 235.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6009E+02 EXCESS= .0000E+00 OUTFLOW= .6010E+02 BASIN STORAGE= .4460E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.60 332.14 241.09 .66 5.00 332.01 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5217E+02 EXCESS= .0000E+00 OUTFLOW= .5217E+02 BASIN STORAGE= .4627E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB5 MANE 3.69 313.28 239.78 .57 5.00 313.19 240.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4531E+02 EXCESS= .0000E+00 OUTFLOW= .4532E+02 BASIN STORAGE= .5411E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 124.14 245.00 .17 5.00 124.14 245.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1604E+02 EXCESS= .0000E+00 OUTFLOW= .1605E+02 BASIN STORAGE= .3824E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 118.23 245.00 .17 5.00 118.23 245.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1521E+02 EXCESS= .0000E+00 OUTFLOW= .1522E+02 BASIN STORAGE= .3736E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 109.97 245.00 .15 5.00 109.97 245.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1407E+02 EXCESS= .0000E+00 OUTFLOW= .1408E+02 BASIN STORAGE= .3611E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 101.55 245.00 .14 5.00 101.55 245.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1291E+02 EXCESS= .0000E+00 OUTFLOW= .1292E+02 BASIN STORAGE= .3558E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 95.15 245.00 .13 5.00 95.15 245.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1206E+02 EXCESS= .0000E+00 OUTFLOW= .1206E+02 BASIN STORAGE= .4955E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 83.39 245.00 .11 5.00 83.39 245.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1052E+02 EXCESS= .0000E+00 OUTFLOW= .1052E+02 BASIN STORAGE= .4533E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 70.52 245.00 .10 5.00 70.52 245.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8886E+01 EXCESS= .0000E+00 OUTFLOW= .8889E+01 BASIN STORAGE= .4237E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB6 MANE 5.00 59.97 250.00 .08 5.00 59.97 250.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7572E+01 EXCESS= .0000E+00 OUTFLOW= .7575E+01 BASIN STORAGE= .3798E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.24 319.00 241.80 .39 5.00 317.73 240.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4650E+02 EXCESS= .0000E+00 OUTFLOW= .4650E+02 BASIN STORAGE= .3208E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.26 302.52 242.21 .37 5.00 300.57 240.00 .37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4397E+02 EXCESS= .0000E+00 OUTFLOW= .4397E+02 BASIN STORAGE= .2725E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.30 278.55 243.88 .34 5.00 276.66 245.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4049E+02 EXCESS= .0000E+00 OUTFLOW= .4049E+02 BASIN STORAGE= .2790E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.34 254.89 243.66 .31 5.00 253.49 245.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3698E+02 EXCESS= .0000E+00 OUTFLOW= .3697E+02 BASIN STORAGE= .2703E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.38 237.23 244.87 .29 5.00 237.04 245.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3439E+02 EXCESS= .0000E+00 OUTFLOW= .3439E+02 BASIN STORAGE= .2981E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.45 205.77 244.88 .25 5.00 205.64 245.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2975E+02 EXCESS= .0000E+00 OUTFLOW= .2974E+02 BASIN STORAGE= .3060E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.54 171.45 246.03 .21 5.00 171.04 245.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2485E+02 EXCESS= .0000E+00 OUTFLOW= .2485E+02 BASIN STORAGE= .3179E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB7 MANE 2.62 144.24 246.66 .18 5.00 143.39 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2094E+02 EXCESS= .0000E+00 OUTFLOW= .2094E+02 BASIN STORAGE= .2811E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RTROP MANE .50 82.63 239.50 -1.00 5.00 82.41 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE .75 49.03 241.50 -1.00 5.00 48.52 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RTROP MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 185.03 240.00 1.20 5.00 185.03 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2270E+02 EXCESS= .0000E+00 OUTFLOW= .2271E+02 BASIN STORAGE= .3173E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 175.78 240.00 1.13 5.00 175.78 240.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2148E+02 EXCESS= .0000E+00 OUTFLOW= .2149E+02 BASIN STORAGE= .4670E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 162.89 240.00 1.04 5.00 162.89 240.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1980E+02 EXCESS= .0000E+00 OUTFLOW= .1981E+02 BASIN STORAGE= .4509E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 149.67 240.00 .95 5.00 149.67 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1811E+02 EXCESS= .0000E+00 OUTFLOW= .1811E+02 BASIN STORAGE= .4339E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 139.76 240.00 .89 5.00 139.76 240.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1685E+02 EXCESS= .0000E+00 OUTFLOW= .1686E+02 BASIN STORAGE= .4069E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 121.68 240.00 .77 5.00 121.68 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1461E+02 EXCESS= .0000E+00 OUTFLOW= .1461E+02 BASIN STORAGE= .4051E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 101.92 240.00 .64 5.00 101.92 240.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1224E+02 EXCESS= .0000E+00 OUTFLOW= .1224E+02 BASIN STORAGE= .3511E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RVB10 MANE 5.00 85.55 240.00 .54 5.00 85.55 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1034E+02 EXCESS= .0000E+00 OUTFLOW= .1035E+02 BASIN STORAGE= .3271E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.04 608.91 240.83 .32 5.00 605.86 240.00 .32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5674E+02 EXCESS= .0000E+00 OUTFLOW= .5674E+02 BASIN STORAGE= .3145E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.15 534.79 242.99 .29 5.00 523.35 240.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5154E+02 EXCESS= .0000E+00 OUTFLOW= .5154E+02 BASIN STORAGE= .3127E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.35 435.56 239.51 .25 5.00 434.59 240.00 .25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4518E+02 EXCESS= .0000E+00 OUTFLOW= .4519E+02 BASIN STORAGE= .3078E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.49 372.83 241.57 .22 5.00 372.61 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3988E+02 EXCESS= .0000E+00 OUTFLOW= .3988E+02 BASIN STORAGE= .3434E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.62 330.26 240.71 .20 5.00 328.48 240.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3607E+02 EXCESS= .0000E+00 OUTFLOW= .3607E+02 BASIN STORAGE= .3261E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 2.92 249.78 242.41 .17 5.00 246.96 240.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2964E+02 EXCESS= .0000E+00 OUTFLOW= .2964E+02 BASIN STORAGE= .2971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 3.34 178.75 240.70 .13 5.00 177.88 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2401E+02 EXCESS= .0000E+00 OUTFLOW= .2401E+02 BASIN STORAGE= .3162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB11 MANE 3.58 150.89 243.60 .11 5.00 148.83 245.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2020E+02 EXCESS= .0000E+00 OUTFLOW= .2021E+02 BASIN STORAGE= .3664E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.42 6358.19 239.77 .10 5.00 6352.81 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1063E+04 EXCESS= .0000E+00 OUTFLOW= .1063E+04 BASIN STORAGE= .6213E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.46 6055.99 238.88 .09 5.00 6051.08 240.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+04 EXCESS= .0000E+00 OUTFLOW= .1017E+04 BASIN STORAGE= .7494E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.52 5701.62 239.51 .09 5.00 5694.31 240.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9554E+03 EXCESS= .0000E+00 OUTFLOW= .9554E+03 BASIN STORAGE= .7016E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.58 5347.36 240.02 .08 5.00 5346.83 240.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8913E+03 EXCESS= .0000E+00 OUTFLOW= .8913E+03 BASIN STORAGE= .5843E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.63 5059.16 239.40 .08 5.00 5057.84 240.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8424E+03 EXCESS= .0000E+00 OUTFLOW= .8425E+03 BASIN STORAGE= .5916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.73 4558.99 240.35 .07 5.00 4548.04 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7517E+03 EXCESS= .0000E+00 OUTFLOW= .7518E+03 BASIN STORAGE= .6298E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 2.87 3992.13 243.92 .06 5.00 3984.33 245.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6512E+03 EXCESS= .0000E+00 OUTFLOW= .6512E+03 BASIN STORAGE= .7050E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW22 MANE 3.01 3542.33 246.46 .05 5.00 3530.99 245.00 .05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5681E+03 EXCESS= .0000E+00 OUTFLOW= .5681E+03 BASIN STORAGE= .7734E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 260.17 311.00 -1.00 5.00 260.12 310.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 260.52 223.92 -1.00 5.00 260.36 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 261.20 223.92 -1.00 5.00 260.74 225.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 260.32 228.89 -1.00 5.00 260.25 230.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 260.93 228.89 -1.00 5.00 260.59 230.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.49 260.78 233.87 -1.00 5.00 260.50 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.52 247.52 244.47 -1.00 5.00 247.47 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RVBMC023 MANE 2.65 207.77 246.28 -1.00 5.00 206.74 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.02 649.22 232.18 -1.00 5.00 649.04 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.02 648.82 234.25 -1.00 5.00 648.68 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.02 646.66 238.53 -1.00 5.00 645.81 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.03 636.66 238.08 -1.00 5.00 635.89 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.04 628.97 239.21 -1.00 5.00 628.64 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.06 616.70 239.14 -1.00 5.00 615.58 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.12 574.60 243.63 -1.00 5.00 574.28 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9S MANE 2.21 514.80 245.59 -1.00 5.00 514.70 245.00 -1.00

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 655.39 221.22 8.97 5.00 654.01 220.00 8.97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1574E+03 EXCESS= .0000E+00 OUTFLOW= .1574E+03 BASIN STORAGE= .2757E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 653.26 311.37 8.69 5.00 652.90 310.00 8.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1525E+03 EXCESS= .0000E+00 OUTFLOW= .1525E+03 BASIN STORAGE= .2485E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 653.46 226.71 8.26 5.00 652.52 260.00 8.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1449E+03 EXCESS= .0000E+00 OUTFLOW= .1449E+03 BASIN STORAGE= .2141E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 652.79 226.73 7.78 5.00 652.37 255.00 7.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1366E+03 EXCESS= .0000E+00 OUTFLOW= .1366E+03 BASIN STORAGE= .1751E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 652.51 229.47 7.40 5.00 652.49 230.00 7.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+03 EXCESS= .0000E+00 OUTFLOW= .1299E+03 BASIN STORAGE= .1479E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.73 652.99 234.95 6.67 5.00 652.96 235.00 6.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1171E+03 EXCESS= .0000E+00 OUTFLOW= .1171E+03 BASIN STORAGE= .9148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.74 648.90 246.21 5.80 5.00 648.82 245.00 5.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+03 EXCESS= .0000E+00 OUTFLOW= .1017E+03 BASIN STORAGE= .1798E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 2.84 577.73 247.03 4.97 5.00 577.32 245.00 4.97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8716E+02 EXCESS= .0000E+00 OUTFLOW= .8716E+02 BASIN STORAGE= .1660E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 653.94 223.05 8.97 5.00 652.70 310.00 8.97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1574E+03 EXCESS= .0000E+00 OUTFLOW= .1574E+03 BASIN STORAGE= .2594E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 652.84 312.77 8.69 5.00 652.61 260.00 8.69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1525E+03 EXCESS= .0000E+00 OUTFLOW= .1525E+03 BASIN STORAGE= .2366E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 652.64 227.52 8.25 5.00 652.51 260.00 8.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1448E+03 EXCESS= .0000E+00 OUTFLOW= .1448E+03 BASIN STORAGE= .2072E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 652.49 227.54 7.78 5.00 652.35 255.00 7.78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1365E+03 EXCESS= .0000E+00 OUTFLOW= .1365E+03 BASIN STORAGE= .1734E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 652.51 233.22 7.40 5.00 652.27 255.00 7.40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1299E+03 EXCESS= .0000E+00 OUTFLOW= .1299E+03 BASIN STORAGE= .1492E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.42 652.85 237.41 6.67 5.00 652.29 240.00 6.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1171E+03 EXCESS= .0000E+00 OUTFLOW= .1171E+03 BASIN STORAGE= .9747E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.43 647.86 246.57 5.80 5.00 647.24 245.00 5.80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+03 EXCESS= .0000E+00 OUTFLOW= .1017E+03 BASIN STORAGE= .2089E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB9 MANE 1.49 576.78 246.41 4.97 5.00 574.72 245.00 4.97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8715E+02 EXCESS= .0000E+00 OUTFLOW= .8715E+02 BASIN STORAGE= .2228E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.59 788.41 230.13 5.24 5.00 788.08 230.00 5.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1768E+03 EXCESS= .0000E+00 OUTFLOW= .1768E+03 BASIN STORAGE= .5090E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.60 780.95 230.97 5.06 5.00 779.39 235.00 5.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1708E+03 EXCESS= .0000E+00 OUTFLOW= .1708E+03 BASIN STORAGE= .4641E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.61 770.67 234.75 4.79 5.00 770.41 235.00 4.79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1618E+03 EXCESS= .0000E+00 OUTFLOW= .1618E+03 BASIN STORAGE= .4066E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.62 760.91 236.01 4.50 5.00 760.06 235.00 4.50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1520E+03 EXCESS= .0000E+00 OUTFLOW= .1520E+03 BASIN STORAGE= .3402E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.63 752.04 234.48 4.27 5.00 751.89 235.00 4.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1443E+03 EXCESS= .0000E+00 OUTFLOW= .1443E+03 BASIN STORAGE= .2928E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.66 735.92 239.06 3.84 5.00 735.80 240.00 3.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1296E+03 EXCESS= .0000E+00 OUTFLOW= .1296E+03 BASIN STORAGE= .1913E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.69 710.70 245.06 3.32 5.00 710.57 245.00 3.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1122E+03 EXCESS= .0000E+00 OUTFLOW= .1122E+03 BASIN STORAGE= .4477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB12 MANE 2.83 628.07 246.06 2.84 5.00 625.18 245.00 2.84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9600E+02 EXCESS= .0000E+00 OUTFLOW= .9600E+02 BASIN STORAGE= .4706E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .41 868.27 230.60 4.37 5.00 867.95 230.00 4.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1877E+03 EXCESS= .0000E+00 OUTFLOW= .1877E+03 BASIN STORAGE= .8341E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .41 854.95 230.42 4.21 5.00 853.98 230.00 4.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1811E+03 EXCESS= .0000E+00 OUTFLOW= .1810E+03 BASIN STORAGE= .7605E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .41 838.68 230.55 3.98 5.00 836.68 230.00 3.98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1712E+03 EXCESS= .0000E+00 OUTFLOW= .1712E+03 BASIN STORAGE= .6663E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .42 820.62 235.06 3.74 5.00 820.62 235.00 3.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1607E+03 EXCESS= .0000E+00 OUTFLOW= .1607E+03 BASIN STORAGE= .5574E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .42 808.15 235.63 3.54 5.00 807.55 235.00 3.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1523E+03 EXCESS= .0000E+00 OUTFLOW= .1523E+03 BASIN STORAGE= .4799E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .43 780.56 240.22 3.18 5.00 780.47 240.00 3.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1365E+03 EXCESS= .0000E+00 OUTFLOW= .1365E+03 BASIN STORAGE= .3135E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .43 743.90 245.30 2.74 5.00 743.41 245.00 2.74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1180E+03 EXCESS= .0000E+00 OUTFLOW= .1180E+03 BASIN STORAGE= .6799E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB13 MANE .46 653.80 245.55 2.35 5.00 652.52 245.00 2.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+03 EXCESS= .0000E+00 OUTFLOW= .1009E+03 BASIN STORAGE= .7129E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE .98 7270.49 240.94 .11 5.00 7264.47 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1265E+04 EXCESS= .0000E+00 OUTFLOW= .1265E+04 BASIN STORAGE= .3721E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.00 6955.88 241.01 .11 5.00 6947.78 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1212E+04 EXCESS= .0000E+00 OUTFLOW= .1212E+04 BASIN STORAGE= .3381E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.02 6580.28 241.00 .10 5.00 6571.68 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1139E+04 EXCESS= .0000E+00 OUTFLOW= .1139E+04 BASIN STORAGE= .2947E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.04 6213.37 241.05 .10 5.00 6197.23 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1064E+04 EXCESS= .0000E+00 OUTFLOW= .1064E+04 BASIN STORAGE= .2449E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.06 5907.65 241.39 .09 5.00 5888.12 240.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1005E+04 EXCESS= .0000E+00 OUTFLOW= .1005E+04 BASIN STORAGE= .2096E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.10 5374.87 241.41 .08 5.00 5344.44 245.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8971E+03 EXCESS= .0000E+00 OUTFLOW= .8971E+03 BASIN STORAGE= .1347E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.15 4755.40 245.77 .07 5.00 4752.97 245.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7765E+03 EXCESS= .0000E+00 OUTFLOW= .7765E+03 BASIN STORAGE= .3122E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW23 MANE 1.21 4208.79 246.52 .06 5.00 4186.45 245.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6750E+03 EXCESS= .0000E+00 OUTFLOW= .6750E+03 BASIN STORAGE= .2717E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.50 58.32 238.00 .43 5.00 58.22 240.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8242E+01 EXCESS= .0000E+00 OUTFLOW= .8244E+01 BASIN STORAGE= .1681E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.25 52.78 240.50 .39 5.00 52.72 240.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7533E+01 EXCESS= .0000E+00 OUTFLOW= .7534E+01 BASIN STORAGE= .1343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.25 45.24 240.50 .34 5.00 45.13 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6585E+01 EXCESS= .0000E+00 OUTFLOW= .6587E+01 BASIN STORAGE= .1631E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.50 39.18 311.50 .30 5.00 38.80 310.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5662E+01 EXCESS= .0000E+00 OUTFLOW= .5664E+01 BASIN STORAGE= .1359E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.50 35.54 311.50 .26 5.00 35.15 310.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5005E+01 EXCESS= .0000E+00 OUTFLOW= .5007E+01 BASIN STORAGE= .1652E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.25 29.08 312.00 .20 5.00 28.87 315.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3881E+01 EXCESS= .0000E+00 OUTFLOW= .3883E+01 BASIN STORAGE= .1527E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.50 22.44 315.00 .15 5.00 22.44 315.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2788E+01 EXCESS= .0000E+00 OUTFLOW= .2790E+01 BASIN STORAGE= .1498E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW24 MANE 3.75 17.38 315.00 .10 5.00 17.38 315.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1993E+01 EXCESS= .0000E+00 OUTFLOW= .1994E+01 BASIN STORAGE= .1601E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 2.86 178.19 229.11 .88 5.00 178.06 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2660E+02 EXCESS= .0000E+00 OUTFLOW= .2660E+02 BASIN STORAGE= .2740E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 2.94 167.13 229.08 .82 5.00 167.06 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2507E+02 EXCESS= .0000E+00 OUTFLOW= .2507E+02 BASIN STORAGE= .2950E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 3.05 152.12 228.76 .76 5.00 152.10 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2298E+02 EXCESS= .0000E+00 OUTFLOW= .2299E+02 BASIN STORAGE= .2527E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 3.18 136.96 229.05 .69 5.00 136.89 230.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+02 EXCESS= .0000E+00 OUTFLOW= .2091E+02 BASIN STORAGE= .2913E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 3.29 125.86 230.19 .64 5.00 125.84 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1939E+02 EXCESS= .0000E+00 OUTFLOW= .1939E+02 BASIN STORAGE= .2609E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 3.51 107.34 228.27 .55 5.00 106.86 230.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1669E+02 EXCESS= .0000E+00 OUTFLOW= .1670E+02 BASIN STORAGE= .2782E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 3.80 88.59 227.80 .46 5.00 88.57 225.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1392E+02 EXCESS= .0000E+00 OUTFLOW= .1392E+02 BASIN STORAGE= .3023E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW25 MANE 4.00 77.89 223.92 .39 5.00 77.68 225.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1174E+02 EXCESS= .0000E+00 OUTFLOW= .1174E+02 BASIN STORAGE= .3083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.46 416.33 230.95 1.07 5.00 414.32 230.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5319E+02 EXCESS= .0000E+00 OUTFLOW= .5319E+02 BASIN STORAGE= .1832E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.51 384.23 230.86 1.00 5.00 382.62 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4984E+02 EXCESS= .0000E+00 OUTFLOW= .4985E+02 BASIN STORAGE= .2097E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.58 340.56 231.23 .91 5.00 338.46 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4532E+02 EXCESS= .0000E+00 OUTFLOW= .4532E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.68 295.43 231.19 .82 5.00 293.97 230.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4083E+02 EXCESS= .0000E+00 OUTFLOW= .4083E+02 BASIN STORAGE= .1944E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.76 263.28 231.76 .76 5.00 260.89 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3766E+02 EXCESS= .0000E+00 OUTFLOW= .3766E+02 BASIN STORAGE= .1892E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 1.92 210.58 232.51 .65 5.00 208.95 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3223E+02 EXCESS= .0000E+00 OUTFLOW= .3224E+02 BASIN STORAGE= .1876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 2.07 174.38 234.04 .54 5.00 173.69 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2699E+02 EXCESS= .0000E+00 OUTFLOW= .2699E+02 BASIN STORAGE= .1843E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW28 MANE 2.21 148.27 229.59 .46 5.00 148.19 230.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2283E+02 EXCESS= .0000E+00 OUTFLOW= .2283E+02 BASIN STORAGE= .2083E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 4.15 565.56 232.32 1.12 5.00 565.09 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7442E+02 EXCESS= .0000E+00 OUTFLOW= .7444E+02 BASIN STORAGE= .6308E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 4.27 530.74 230.50 1.05 5.00 527.80 230.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6995E+02 EXCESS= .0000E+00 OUTFLOW= .6997E+02 BASIN STORAGE= .5851E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 4.46 473.46 231.83 .96 5.00 468.28 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6388E+02 EXCESS= .0000E+00 OUTFLOW= .6389E+02 BASIN STORAGE= .7493E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 4.68 420.48 229.48 .87 5.00 420.02 230.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5795E+02 EXCESS= .0000E+00 OUTFLOW= .5797E+02 BASIN STORAGE= .6693E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 4.88 376.61 234.22 .81 5.00 376.11 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5357E+02 EXCESS= .0000E+00 OUTFLOW= .5359E+02 BASIN STORAGE= .5942E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 5.00 311.41 230.00 .70 5.00 311.41 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4611E+02 EXCESS= .0000E+00 OUTFLOW= .4613E+02 BASIN STORAGE= .6791E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 5.00 263.14 230.00 .58 5.00 263.14 230.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3871E+02 EXCESS= .0000E+00 OUTFLOW= .3872E+02 BASIN STORAGE= .6827E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW29 MANE 5.00 225.75 230.00 .49 5.00 225.75 230.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3281E+02 EXCESS= .0000E+00 OUTFLOW= .3282E+02 BASIN STORAGE= .6650E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .44 7854.95 240.21 .12 5.00 7852.16 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1352E+04 EXCESS= .0000E+00 OUTFLOW= .1352E+04 BASIN STORAGE= .1521E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .45 7499.40 240.25 .12 5.00 7496.06 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1293E+04 EXCESS= .0000E+00 OUTFLOW= .1293E+04 BASIN STORAGE= .1379E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .46 7068.74 240.43 .11 5.00 7063.79 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1213E+04 EXCESS= .0000E+00 OUTFLOW= .1213E+04 BASIN STORAGE= .1199E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .47 6637.00 240.34 .10 5.00 6629.19 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1131E+04 EXCESS= .0000E+00 OUTFLOW= .1131E+04 BASIN STORAGE= .9927E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .48 6288.47 240.79 .10 5.00 6278.82 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1067E+04 EXCESS= .0000E+00 OUTFLOW= .1067E+04 BASIN STORAGE= .8471E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .50 5681.56 240.97 .08 5.00 5665.27 245.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9504E+03 EXCESS= .0000E+00 OUTFLOW= .9504E+03 BASIN STORAGE= .5395E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .52 5016.27 245.28 .07 5.00 5013.05 245.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8210E+03 EXCESS= .0000E+00 OUTFLOW= .8210E+03 BASIN STORAGE= .1132E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30A MANE .55 4411.52 245.62 .06 5.00 4397.39 245.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7125E+03 EXCESS= .0000E+00 OUTFLOW= .7125E+03 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .85 7959.93 240.83 .12 5.00 7953.09 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1370E+04 EXCESS= .0000E+00 OUTFLOW= .1370E+04 BASIN STORAGE= .3129E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .86 7597.73 240.71 .12 5.00 7588.64 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1311E+04 EXCESS= .0000E+00 OUTFLOW= .1311E+04 BASIN STORAGE= .2841E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .88 7158.40 240.81 .11 5.00 7146.38 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1229E+04 EXCESS= .0000E+00 OUTFLOW= .1229E+04 BASIN STORAGE= .2473E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .90 6713.87 241.16 .10 5.00 6695.15 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1145E+04 EXCESS= .0000E+00 OUTFLOW= .1145E+04 BASIN STORAGE= .2051E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .92 6358.17 241.48 .10 5.00 6334.29 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1081E+04 EXCESS= .0000E+00 OUTFLOW= .1081E+04 BASIN STORAGE= .1753E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE .96 5738.09 241.42 .09 5.00 5733.94 245.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9621E+03 EXCESS= .0000E+00 OUTFLOW= .9621E+03 BASIN STORAGE= .1122E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE 1.00 5063.90 245.67 .07 5.00 5055.16 245.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8307E+03 EXCESS= .0000E+00 OUTFLOW= .8307E+03 BASIN STORAGE= .2619E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW30B MANE 1.05 4447.01 246.37 .06 5.00 4430.16 250.00 .06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7207E+03 EXCESS= .0000E+00 OUTFLOW= .7207E+03 BASIN STORAGE= .2636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 170.63 230.00 1.14 5.00 170.63 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2158E+02 EXCESS= .0000E+00 OUTFLOW= .2158E+02 BASIN STORAGE= .1522E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 161.41 230.00 1.08 5.00 161.41 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2039E+02 EXCESS= .0000E+00 OUTFLOW= .2039E+02 BASIN STORAGE= .1421E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 148.65 230.00 .99 5.00 148.65 230.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1876E+02 EXCESS= .0000E+00 OUTFLOW= .1876E+02 BASIN STORAGE= .2115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 135.69 230.00 .91 5.00 135.69 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1711E+02 EXCESS= .0000E+00 OUTFLOW= .1711E+02 BASIN STORAGE= .2017E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 126.06 230.00 .84 5.00 126.06 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1590E+02 EXCESS= .0000E+00 OUTFLOW= .1590E+02 BASIN STORAGE= .1941E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 108.99 235.00 .73 5.00 108.99 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1372E+02 EXCESS= .0000E+00 OUTFLOW= .1372E+02 BASIN STORAGE= .1887E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 91.42 235.00 .61 5.00 91.42 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1143E+02 EXCESS= .0000E+00 OUTFLOW= .1144E+02 BASIN STORAGE= .1724E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RVB14 MANE 5.00 77.11 235.00 .51 5.00 77.11 235.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9609E+01 EXCESS= .0000E+00 OUTFLOW= .9611E+01 BASIN STORAGE= .1515E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 294.84 235.00 1.09 5.00 294.84 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3786E+02 EXCESS= .0000E+00 OUTFLOW= .3787E+02 BASIN STORAGE= .9202E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 278.87 235.00 1.03 5.00 278.87 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3572E+02 EXCESS= .0000E+00 OUTFLOW= .3574E+02 BASIN STORAGE= .8662E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 256.73 235.00 .95 5.00 256.73 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3279E+02 EXCESS= .0000E+00 OUTFLOW= .3281E+02 BASIN STORAGE= .8323E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 234.15 235.00 .86 5.00 234.15 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2985E+02 EXCESS= .0000E+00 OUTFLOW= .2986E+02 BASIN STORAGE= .8052E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 217.33 235.00 .80 5.00 217.33 235.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2767E+02 EXCESS= .0000E+00 OUTFLOW= .2769E+02 BASIN STORAGE= .7841E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 186.75 235.00 .69 5.00 186.75 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2379E+02 EXCESS= .0000E+00 OUTFLOW= .2380E+02 BASIN STORAGE= .7499E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 153.93 235.00 .57 5.00 153.93 235.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1972E+02 EXCESS= .0000E+00 OUTFLOW= .1974E+02 BASIN STORAGE= .7034E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB15 MANE 5.00 128.32 240.00 .48 5.00 128.32 240.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1649E+02 EXCESS= .0000E+00 OUTFLOW= .1650E+02 BASIN STORAGE= .7397E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCVB16 MANE .89 516.65 235.50 1.15 5.00 516.06 235.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7158E+02 EXCESS= .0000E+00 OUTFLOW= .7158E+02 BASIN STORAGE= .1326E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE .91 489.04 235.19 1.09 5.00 488.74 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6766E+02 EXCESS= .0000E+00 OUTFLOW= .6766E+02 BASIN STORAGE= .1325E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE .94 451.15 235.34 1.00 5.00 450.58 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6227E+02 EXCESS= .0000E+00 OUTFLOW= .6227E+02 BASIN STORAGE= .1264E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE .98 413.06 236.08 .92 5.00 411.84 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5684E+02 EXCESS= .0000E+00 OUTFLOW= .5684E+02 BASIN STORAGE= .1202E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE 1.00 384.61 235.94 .85 5.00 382.95 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5283E+02 EXCESS= .0000E+00 OUTFLOW= .5283E+02 BASIN STORAGE= .1329E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE 1.06 332.54 236.24 .74 5.00 330.50 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4565E+02 EXCESS= .0000E+00 OUTFLOW= .4565E+02 BASIN STORAGE= .1357E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE 1.15 276.75 237.04 .61 5.00 274.54 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3810E+02 EXCESS= .0000E+00 OUTFLOW= .3810E+02 BASIN STORAGE= .1356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCVB16 MANE 1.23 232.02 237.46 .52 5.00 231.53 240.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3207E+02 EXCESS= .0000E+00 OUTFLOW= .3207E+02 BASIN STORAGE= .1297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .40 8508.79 240.08 .13 5.00 8506.93 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1453E+04 EXCESS= .0000E+00 OUTFLOW= .1453E+04 BASIN STORAGE= .2030E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .41 8116.42 240.21 .12 5.00 8112.38 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1389E+04 EXCESS= .0000E+00 OUTFLOW= .1389E+04 BASIN STORAGE= .1851E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .42 7635.58 240.35 .12 5.00 7629.22 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1301E+04 EXCESS= .0000E+00 OUTFLOW= .1301E+04 BASIN STORAGE= .1621E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .43 7145.17 240.44 .11 5.00 7134.77 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1211E+04 EXCESS= .0000E+00 OUTFLOW= .1211E+04 BASIN STORAGE= .1357E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .44 6753.74 240.68 .10 5.00 6739.82 240.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1142E+04 EXCESS= .0000E+00 OUTFLOW= .1142E+04 BASIN STORAGE= .1168E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .45 6075.93 244.73 .09 5.00 6075.64 245.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1015E+04 EXCESS= .0000E+00 OUTFLOW= .1015E+04 BASIN STORAGE= .7628E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .48 5340.52 245.65 .08 5.00 5335.83 245.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8747E+03 EXCESS= .0000E+00 OUTFLOW= .8747E+03 BASIN STORAGE= .1671E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW31 MANE .51 4662.89 245.81 .07 5.00 4657.14 250.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7576E+03 EXCESS= .0000E+00 OUTFLOW= .7576E+03 BASIN STORAGE= .1667E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 120.11 235.00 .83 5.00 120.11 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1471E+02 EXCESS= .0000E+00 OUTFLOW= .1472E+02 BASIN STORAGE= .2226E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 112.49 235.00 .77 5.00 112.49 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1377E+02 BASIN STORAGE= .2046E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 102.00 235.00 .70 5.00 102.00 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1247E+02 EXCESS= .0000E+00 OUTFLOW= .1247E+02 BASIN STORAGE= .1950E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 91.40 235.00 .63 5.00 91.40 235.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1117E+02 EXCESS= .0000E+00 OUTFLOW= .1118E+02 BASIN STORAGE= .1849E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 83.73 235.00 .57 5.00 83.73 235.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .1842E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 69.68 235.00 .48 5.00 69.68 235.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8565E+01 EXCESS= .0000E+00 OUTFLOW= .8568E+01 BASIN STORAGE= .1695E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW26 MANE 5.00 54.88 235.00 .38 5.00 54.88 235.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6854E+01 EXCESS= .0000E+00 OUTFLOW= .6857E+01 BASIN STORAGE= .2185E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW26 MANE 4.25 43.39 238.00 .31 5.00 42.78 240.00 .31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5525E+01 EXCESS= .0000E+00 OUTFLOW= .5529E+01 BASIN STORAGE= .2045E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 3.61 207.05 234.76 .95 5.00 206.60 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2700E+02 EXCESS= .0000E+00 OUTFLOW= .2700E+02 BASIN STORAGE= .3914E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 3.70 195.86 233.35 .89 5.00 193.71 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2537E+02 EXCESS= .0000E+00 OUTFLOW= .2538E+02 BASIN STORAGE= .3431E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 3.85 178.05 234.58 .82 5.00 177.46 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2316E+02 EXCESS= .0000E+00 OUTFLOW= .2316E+02 BASIN STORAGE= .3445E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 4.01 159.26 232.57 .74 5.00 158.80 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2093E+02 EXCESS= .0000E+00 OUTFLOW= .2094E+02 BASIN STORAGE= .4016E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 4.15 146.37 236.53 .68 5.00 146.06 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1930E+02 EXCESS= .0000E+00 OUTFLOW= .1931E+02 BASIN STORAGE= .4230E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 4.45 124.35 235.71 .58 5.00 123.72 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1640E+02 EXCESS= .0000E+00 OUTFLOW= .1641E+02 BASIN STORAGE= .3923E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 4.85 99.96 237.48 .47 5.00 98.60 235.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1340E+02 EXCESS= .0000E+00 OUTFLOW= .1341E+02 BASIN STORAGE= .3537E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW39 MANE 5.00 80.49 240.00 .39 5.00 80.49 240.00 .39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1104E+02 EXCESS= .0000E+00 OUTFLOW= .1105E+02 BASIN STORAGE= .4302E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 49.18 245.00 1.09 5.00 49.18 245.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5650E+01 EXCESS= .0000E+00 OUTFLOW= .5653E+01 BASIN STORAGE= .4159E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 46.72 245.00 1.03 5.00 46.72 245.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5331E+01 EXCESS= .0000E+00 OUTFLOW= .5334E+01 BASIN STORAGE= .3979E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 43.25 245.00 .95 5.00 43.25 245.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4894E+01 EXCESS= .0000E+00 OUTFLOW= .4897E+01 BASIN STORAGE= .3846E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 39.66 245.00 .86 5.00 39.66 245.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4453E+01 EXCESS= .0000E+00 OUTFLOW= .4457E+01 BASIN STORAGE= .3634E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 36.94 245.00 .80 5.00 36.94 245.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4129E+01 EXCESS= .0000E+00 OUTFLOW= .4133E+01 BASIN STORAGE= .3426E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 31.86 245.00 .69 5.00 31.86 245.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3549E+01 EXCESS= .0000E+00 OUTFLOW= .3552E+01 BASIN STORAGE= .3208E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 26.25 245.00 .57 5.00 26.25 245.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2942E+01 EXCESS= .0000E+00 OUTFLOW= .2945E+01 BASIN STORAGE= .4061E-02 PERCENT ERROR= -.3

FOR PLAN = 1 RATIO= .00

RFW40 MANE 5.00 22.03 250.00 .48 5.00 22.03 250.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2459E+01 EXCESS= .0000E+00 OUTFLOW= .2462E+01 BASIN STORAGE= .3656E-02 PERCENT ERROR= -.3

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .72 400.27 235.16 .99 5.00 400.16 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5418E+02 EXCESS= .0000E+00 OUTFLOW= .5418E+02 BASIN STORAGE= .9332E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .74 375.96 235.20 .93 5.00 375.87 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5098E+02 EXCESS= .0000E+00 OUTFLOW= .5098E+02 BASIN STORAGE= .8810E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .77 343.71 235.27 .85 5.00 343.43 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4660E+02 EXCESS= .0000E+00 OUTFLOW= .4660E+02 BASIN STORAGE= .9416E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .80 309.32 235.86 .77 5.00 308.94 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4220E+02 EXCESS= .0000E+00 OUTFLOW= .4220E+02 BASIN STORAGE= .9166E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .83 284.61 235.50 .71 5.00 284.06 235.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3897E+02 EXCESS= .0000E+00 OUTFLOW= .3897E+02 BASIN STORAGE= .9080E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .89 241.14 235.77 .61 5.00 240.12 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3322E+02 EXCESS= .0000E+00 OUTFLOW= .3322E+02 BASIN STORAGE= .8754E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE .97 193.80 236.15 .50 5.00 193.41 240.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2726E+02 EXCESS= .0000E+00 OUTFLOW= .2726E+02 BASIN STORAGE= .9522E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW41 MANE 1.05 158.33 240.10 .41 5.00 158.32 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2254E+02 EXCESS= .0000E+00 OUTFLOW= .2254E+02 BASIN STORAGE= .8927E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.18 8876.39 241.20 .13 5.00 8865.75 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1508E+04 EXCESS= .0000E+00 OUTFLOW= .1508E+04 BASIN STORAGE= .6114E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.20 8460.71 241.08 .13 5.00 8445.95 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1440E+04 EXCESS= .0000E+00 OUTFLOW= .1440E+04 BASIN STORAGE= .5575E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.23 7947.04 241.03 .12 5.00 7925.78 240.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+04 EXCESS= .0000E+00 OUTFLOW= .1348E+04 BASIN STORAGE= .4885E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.26 7426.58 241.38 .11 5.00 7391.32 240.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1254E+04 EXCESS= .0000E+00 OUTFLOW= .1254E+04 BASIN STORAGE= .4087E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.29 7010.69 241.85 .10 5.00 6971.35 245.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1181E+04 EXCESS= .0000E+00 OUTFLOW= .1181E+04 BASIN STORAGE= .3518E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.35 6290.27 245.78 .09 5.00 6289.39 245.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1048E+04 EXCESS= .0000E+00 OUTFLOW= .1048E+04 BASIN STORAGE= .2298E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.42 5512.00 246.30 .08 5.00 5488.02 245.00 .08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9021E+03 EXCESS= .0000E+00 OUTFLOW= .9021E+03 BASIN STORAGE= .5894E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW32 MANE 1.51 4801.14 248.46 .07 5.00 4796.39 250.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7803E+03 EXCESS= .0000E+00 OUTFLOW= .7803E+03 BASIN STORAGE= .5201E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 86.17 235.00 .63 5.00 86.17 235.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1091E+02 EXCESS= .0000E+00 OUTFLOW= .1091E+02 BASIN STORAGE= .1558E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 79.59 235.00 .58 5.00 79.59 235.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1011E+02 EXCESS= .0000E+00 OUTFLOW= .1012E+02 BASIN STORAGE= .1502E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 70.60 235.00 .52 5.00 70.60 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9034E+01 EXCESS= .0000E+00 OUTFLOW= .9037E+01 BASIN STORAGE= .2055E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 5.00 61.59 235.00 .46 5.00 61.59 235.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7969E+01 EXCESS= .0000E+00 OUTFLOW= .7972E+01 BASIN STORAGE= .1934E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 4.75 54.73 237.50 .42 5.00 53.85 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7194E+01 EXCESS= .0000E+00 OUTFLOW= .7197E+01 BASIN STORAGE= .1822E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.50 43.49 238.00 .34 5.00 43.16 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5856E+01 EXCESS= .0000E+00 OUTFLOW= .5859E+01 BASIN STORAGE= .1523E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.00 32.27 240.00 .26 5.00 32.27 240.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4507E+01 EXCESS= .0000E+00 OUTFLOW= .4509E+01 BASIN STORAGE= .1682E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFW1 MANE 3.25 25.47 312.00 .20 5.00 25.25 315.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3483E+01 EXCESS= .0000E+00 OUTFLOW= .3485E+01 BASIN STORAGE= .1922E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 159.61 240.00 .69 5.00 159.61 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+02 EXCESS= .0000E+00 OUTFLOW= .2091E+02 BASIN STORAGE= .1910E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 148.06 240.00 .65 5.00 148.06 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1945E+02 EXCESS= .0000E+00 OUTFLOW= .1945E+02 BASIN STORAGE= .1848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 132.17 240.00 .58 5.00 132.17 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1747E+02 EXCESS= .0000E+00 OUTFLOW= .1747E+02 BASIN STORAGE= .1656E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 116.27 240.00 .51 5.00 116.27 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1550E+02 EXCESS= .0000E+00 OUTFLOW= .1551E+02 BASIN STORAGE= .1672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 103.19 240.00 .47 5.00 103.19 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1407E+02 EXCESS= .0000E+00 OUTFLOW= .1407E+02 BASIN STORAGE= .1477E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 83.94 245.00 .38 5.00 83.94 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1158E+02 EXCESS= .0000E+00 OUTFLOW= .1159E+02 BASIN STORAGE= .1876E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 5.00 63.45 245.00 .30 5.00 63.45 245.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9056E+01 EXCESS= .0000E+00 OUTFLOW= .9059E+01 BASIN STORAGE= .1495E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW2 MANE 4.25 47.40 246.50 .24 5.00 46.94 250.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7123E+01 EXCESS= .0000E+00 OUTFLOW= .7125E+01 BASIN STORAGE= .1749E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 280.66 240.00 .91 5.00 280.66 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3999E+02 EXCESS= .0000E+00 OUTFLOW= .4001E+02 BASIN STORAGE= .6443E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 262.89 240.00 .86 5.00 262.89 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3760E+02 EXCESS= .0000E+00 OUTFLOW= .3761E+02 BASIN STORAGE= .6286E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 238.38 240.00 .79 5.00 238.38 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3432E+02 EXCESS= .0000E+00 OUTFLOW= .3434E+02 BASIN STORAGE= .5900E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 213.50 240.00 .71 5.00 213.50 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+02 EXCESS= .0000E+00 OUTFLOW= .3106E+02 BASIN STORAGE= .5818E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 194.38 240.00 .65 5.00 194.38 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2863E+02 EXCESS= .0000E+00 OUTFLOW= .2864E+02 BASIN STORAGE= .6144E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 162.27 240.00 .56 5.00 162.27 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2439E+02 EXCESS= .0000E+00 OUTFLOW= .2440E+02 BASIN STORAGE= .7620E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 129.01 245.00 .46 5.00 129.01 245.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1998E+02 EXCESS= .0000E+00 OUTFLOW= .1999E+02 BASIN STORAGE= .6197E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCFW3 MANE 5.00 100.58 245.00 .38 5.00 100.58 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1653E+02 EXCESS= .0000E+00 OUTFLOW= .1654E+02 BASIN STORAGE= .6447E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.42 323.68 236.47 .32 5.00 320.54 240.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2327E+02 EXCESS= .0000E+00 OUTFLOW= .2327E+02 BASIN STORAGE= .2147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.48 293.41 237.06 .28 5.00 291.61 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2018E+02 EXCESS= .0000E+00 OUTFLOW= .2018E+02 BASIN STORAGE= .1585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.50 251.77 237.00 .22 5.00 250.98 240.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1598E+02 EXCESS= .0000E+00 OUTFLOW= .1598E+02 BASIN STORAGE= .2029E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.70 209.80 239.17 .17 5.00 209.28 240.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1208E+02 EXCESS= .0000E+00 OUTFLOW= .1209E+02 BASIN STORAGE= .1820E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.25 179.00 237.50 .13 5.00 178.57 240.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9395E+01 EXCESS= .0000E+00 OUTFLOW= .9399E+01 BASIN STORAGE= .2112E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 2.00 123.69 240.00 .07 5.00 123.69 240.00 .07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5286E+01 EXCESS= .0000E+00 OUTFLOW= .5293E+01 BASIN STORAGE= .2470E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.50 63.76 241.50 .03 5.00 63.13 240.00 .03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2191E+01 EXCESS= .0000E+00 OUTFLOW= .2194E+01 BASIN STORAGE= .1915E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RDFW5 MANE 1.25 16.68 240.00 .01 5.00 16.68 240.00 .01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3805E+00 EXCESS= .0000E+00 OUTFLOW= .3805E+00 BASIN STORAGE= .1589E-02 PERCENT ERROR= -.4

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 56.14 255.00 1.14 5.00 56.14 255.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7637E+01 EXCESS= .0000E+00 OUTFLOW= .7641E+01 BASIN STORAGE= .4506E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 53.22 255.00 1.07 5.00 53.22 255.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7216E+01 EXCESS= .0000E+00 OUTFLOW= .7219E+01 BASIN STORAGE= .4308E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 49.14 255.00 .99 5.00 49.14 255.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6636E+01 EXCESS= .0000E+00 OUTFLOW= .6639E+01 BASIN STORAGE= .4085E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 44.93 255.00 .90 5.00 44.93 255.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6051E+01 EXCESS= .0000E+00 OUTFLOW= .6055E+01 BASIN STORAGE= .5272E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 41.77 255.00 .84 5.00 41.77 255.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5620E+01 EXCESS= .0000E+00 OUTFLOW= .5624E+01 BASIN STORAGE= .5005E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 35.97 255.00 .72 5.00 35.97 255.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4849E+01 EXCESS= .0000E+00 OUTFLOW= .4852E+01 BASIN STORAGE= .4609E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 30.11 260.00 .60 5.00 30.11 260.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4038E+01 EXCESS= .0000E+00 OUTFLOW= .4042E+01 BASIN STORAGE= .4088E-02 PERCENT ERROR= -.2

FOR PLAN = 1 RATIO= .00

RCE2EA MANE 5.00 25.45 260.00 .51 5.00 25.45 260.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3391E+01 EXCESS= .0000E+00 OUTFLOW= .3395E+01 BASIN STORAGE= .4931E-02 PERCENT ERROR= -.3

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.28 500.43 239.50 .59 5.00 499.44 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5458E+02 EXCESS= .0000E+00 OUTFLOW= .5458E+02 BASIN STORAGE= .3148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.36 460.79 240.46 .54 5.00 460.75 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5001E+02 EXCESS= .0000E+00 OUTFLOW= .5000E+02 BASIN STORAGE= .3099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.48 408.35 240.09 .47 5.00 408.27 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4376E+02 EXCESS= .0000E+00 OUTFLOW= .4376E+02 BASIN STORAGE= .3434E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.62 353.00 241.06 .41 5.00 352.48 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3777E+02 EXCESS= .0000E+00 OUTFLOW= .3777E+02 BASIN STORAGE= .3015E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 2.75 312.53 241.90 .36 5.00 312.44 240.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3356E+02 EXCESS= .0000E+00 OUTFLOW= .3356E+02 BASIN STORAGE= .3516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 3.05 240.53 240.90 .29 5.00 239.36 240.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2664E+02 EXCESS= .0000E+00 OUTFLOW= .2664E+02 BASIN STORAGE= .3210E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 3.57 162.93 242.65 .22 5.00 161.01 245.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2055E+02 EXCESS= .0000E+00 OUTFLOW= .2055E+02 BASIN STORAGE= .3290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCR4C1 MANE 4.31 100.66 245.67 .18 5.00 100.36 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1635E+02 EXCESS= .0000E+00 OUTFLOW= .1635E+02 BASIN STORAGE= .3539E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 112.12 235.00 .92 5.00 112.12 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1290E+02 EXCESS= .0000E+00 OUTFLOW= .1290E+02 BASIN STORAGE= .2302E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 105.41 235.00 .86 5.00 105.41 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1211E+02 EXCESS= .0000E+00 OUTFLOW= .1211E+02 BASIN STORAGE= .2239E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 96.12 235.00 .78 5.00 96.12 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+02 EXCESS= .0000E+00 OUTFLOW= .1103E+02 BASIN STORAGE= .3096E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 86.67 235.00 .71 5.00 86.67 235.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9934E+01 EXCESS= .0000E+00 OUTFLOW= .9939E+01 BASIN STORAGE= .2958E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 79.65 235.00 .65 5.00 79.65 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9139E+01 EXCESS= .0000E+00 OUTFLOW= .9144E+01 BASIN STORAGE= .2851E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 66.94 235.00 .55 5.00 66.94 235.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7728E+01 EXCESS= .0000E+00 OUTFLOW= .7733E+01 BASIN STORAGE= .2536E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 53.75 240.00 .45 5.00 53.75 240.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6269E+01 EXCESS= .0000E+00 OUTFLOW= .6273E+01 BASIN STORAGE= .2347E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCE2EC MANE 5.00 44.11 240.00 .36 5.00 44.11 240.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5125E+01 EXCESS= .0000E+00 OUTFLOW= .5128E+01 BASIN STORAGE= .3055E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 119.64 245.00 .50 5.00 119.64 245.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1548E+02 EXCESS= .0000E+00 OUTFLOW= .1549E+02 BASIN STORAGE= .2388E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 112.74 245.00 .48 5.00 112.74 245.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1465E+02 EXCESS= .0000E+00 OUTFLOW= .1466E+02 BASIN STORAGE= .2336E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 103.03 245.00 .44 5.00 103.03 245.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1351E+02 EXCESS= .0000E+00 OUTFLOW= .1352E+02 BASIN STORAGE= .3131E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 92.69 245.00 .40 5.00 92.69 245.00 .40

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1238E+02 EXCESS= .0000E+00 OUTFLOW= .1238E+02 BASIN STORAGE= .3022E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 85.06 245.00 .38 5.00 85.06 245.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1154E+02 EXCESS= .0000E+00 OUTFLOW= .1155E+02 BASIN STORAGE= .2937E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 73.10 245.00 .33 5.00 73.10 245.00 .33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1009E+02 EXCESS= .0000E+00 OUTFLOW= .1009E+02 BASIN STORAGE= .2590E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 61.09 250.00 .28 5.00 61.09 250.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8559E+01 EXCESS= .0000E+00 OUTFLOW= .8562E+01 BASIN STORAGE= .2372E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RDCCE2ED MANE 5.00 51.71 250.00 .24 5.00 51.71 250.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7332E+01 EXCESS= .0000E+00 OUTFLOW= .7334E+01 BASIN STORAGE= .3030E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .44 800.83 239.75 .71 5.00 800.53 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1016E+03 EXCESS= .0000E+00 OUTFLOW= .1016E+03 BASIN STORAGE= .7274E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .46 746.56 240.12 .66 5.00 746.55 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9480E+02 EXCESS= .0000E+00 OUTFLOW= .9480E+02 BASIN STORAGE= .7183E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .48 672.92 239.81 .60 5.00 672.79 240.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8551E+02 EXCESS= .0000E+00 OUTFLOW= .8550E+02 BASIN STORAGE= .7350E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .50 596.00 240.20 .54 5.00 595.95 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7638E+02 EXCESS= .0000E+00 OUTFLOW= .7638E+02 BASIN STORAGE= .7087E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .52 540.61 239.86 .49 5.00 540.56 240.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6987E+02 EXCESS= .0000E+00 OUTFLOW= .6987E+02 BASIN STORAGE= .7091E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .56 440.82 240.45 .41 5.00 440.71 240.00 .41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5885E+02 EXCESS= .0000E+00 OUTFLOW= .5885E+02 BASIN STORAGE= .7184E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .63 333.26 240.50 .34 5.00 332.85 240.00 .34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4836E+02 EXCESS= .0000E+00 OUTFLOW= .4836E+02 BASIN STORAGE= .7447E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FA MANE .71 247.58 240.39 .28 5.00 247.54 240.00 .28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4057E+02 EXCESS= .0000E+00 OUTFLOW= .4057E+02 BASIN STORAGE= .7144E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.35 178.38 228.07 1.05 5.00 177.20 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2277E+02 EXCESS= .0000E+00 OUTFLOW= .2277E+02 BASIN STORAGE= .2663E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.38 168.26 228.35 .99 5.00 167.05 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2146E+02 EXCESS= .0000E+00 OUTFLOW= .2146E+02 BASIN STORAGE= .3155E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.42 154.68 227.45 .91 5.00 154.12 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1967E+02 EXCESS= .0000E+00 OUTFLOW= .1967E+02 BASIN STORAGE= .2754E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.47 140.44 226.88 .82 5.00 139.45 225.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1785E+02 EXCESS= .0000E+00 OUTFLOW= .1785E+02 BASIN STORAGE= .2888E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.50 130.18 227.87 .76 5.00 129.38 230.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1652E+02 EXCESS= .0000E+00 OUTFLOW= .1652E+02 BASIN STORAGE= .2859E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.58 111.62 227.26 .65 5.00 111.27 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1416E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .2865E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.68 91.83 228.19 .54 5.00 91.60 230.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1167E+02 EXCESS= .0000E+00 OUTFLOW= .1167E+02 BASIN STORAGE= .2649E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RPS01-C MANE 2.79 76.09 228.58 .45 5.00 75.92 230.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9709E+01 EXCESS= .0000E+00 OUTFLOW= .9708E+01 BASIN STORAGE= .2827E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 113.70 240.00 1.08 5.00 113.70 240.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1463E+02 EXCESS= .0000E+00 OUTFLOW= .1463E+02 BASIN STORAGE= .3020E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 107.58 240.00 1.02 5.00 107.58 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1380E+02 EXCESS= .0000E+00 OUTFLOW= .1380E+02 BASIN STORAGE= .2939E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 99.09 240.00 .93 5.00 99.09 240.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .2823E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 90.44 240.00 .85 5.00 90.44 240.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1151E+02 EXCESS= .0000E+00 OUTFLOW= .1151E+02 BASIN STORAGE= .2629E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 84.00 240.00 .79 5.00 84.00 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1067E+02 EXCESS= .0000E+00 OUTFLOW= .1067E+02 BASIN STORAGE= .2487E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 72.29 240.00 .68 5.00 72.29 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9160E+01 EXCESS= .0000E+00 OUTFLOW= .9164E+01 BASIN STORAGE= .3276E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 59.74 240.00 .56 5.00 59.74 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7582E+01 EXCESS= .0000E+00 OUTFLOW= .7585E+01 BASIN STORAGE= .2982E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RED01 MANE 5.00 49.50 240.00 .47 5.00 49.50 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6328E+01 EXCESS= .0000E+00 OUTFLOW= .6331E+01 BASIN STORAGE= .2709E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 223.78 235.00 1.20 5.00 223.78 235.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2820E+02 EXCESS= .0000E+00 OUTFLOW= .2820E+02 BASIN STORAGE= .2863E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 212.36 235.00 1.14 5.00 212.36 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2669E+02 EXCESS= .0000E+00 OUTFLOW= .2670E+02 BASIN STORAGE= .2787E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 196.51 235.00 1.05 5.00 196.51 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2463E+02 EXCESS= .0000E+00 OUTFLOW= .2463E+02 BASIN STORAGE= .2680E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 180.33 235.00 .96 5.00 180.33 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2254E+02 EXCESS= .0000E+00 OUTFLOW= .2254E+02 BASIN STORAGE= .2519E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 168.26 235.00 .89 5.00 168.26 235.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2099E+02 EXCESS= .0000E+00 OUTFLOW= .2100E+02 BASIN STORAGE= .2361E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 146.32 235.00 .78 5.00 146.32 235.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+02 EXCESS= .0000E+00 OUTFLOW= .1823E+02 BASIN STORAGE= .3335E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 122.68 235.00 .65 5.00 122.68 235.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1531E+02 EXCESS= .0000E+00 OUTFLOW= .1531E+02 BASIN STORAGE= .3162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED12 MANE 5.00 103.71 240.00 .55 5.00 103.71 240.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1297E+02 EXCESS= .0000E+00 OUTFLOW= .1297E+02 BASIN STORAGE= .2923E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.64 332.18 234.32 1.30 5.00 331.81 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4481E+02 EXCESS= .0000E+00 OUTFLOW= .4481E+02 BASIN STORAGE= .1948E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.67 315.55 234.02 1.23 5.00 315.45 235.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4253E+02 EXCESS= .0000E+00 OUTFLOW= .4252E+02 BASIN STORAGE= .1895E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.72 292.75 235.84 1.14 5.00 292.71 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3937E+02 EXCESS= .0000E+00 OUTFLOW= .3937E+02 BASIN STORAGE= .1917E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.78 269.86 234.74 1.05 5.00 269.78 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3618E+02 EXCESS= .0000E+00 OUTFLOW= .3618E+02 BASIN STORAGE= .1878E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.83 252.50 235.47 .98 5.00 252.26 235.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3382E+02 EXCESS= .0000E+00 OUTFLOW= .3382E+02 BASIN STORAGE= .1978E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 1.92 221.26 236.60 .86 5.00 220.85 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2957E+02 EXCESS= .0000E+00 OUTFLOW= .2956E+02 BASIN STORAGE= .2141E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 2.05 187.48 236.19 .72 5.00 186.56 235.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2505E+02 EXCESS= .0000E+00 OUTFLOW= .2505E+02 BASIN STORAGE= .1994E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED13 MANE 2.19 159.92 236.26 .62 5.00 158.60 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2142E+02 EXCESS= .0000E+00 OUTFLOW= .2142E+02 BASIN STORAGE= .1884E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.25 586.24 235.67 1.24 5.00 585.41 235.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8048E+02 EXCESS= .0000E+00 OUTFLOW= .8048E+02 BASIN STORAGE= .1759E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.27 556.22 235.55 1.18 5.00 555.24 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7626E+02 EXCESS= .0000E+00 OUTFLOW= .7626E+02 BASIN STORAGE= .1823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.31 514.85 236.39 1.09 5.00 513.93 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7047E+02 EXCESS= .0000E+00 OUTFLOW= .7046E+02 BASIN STORAGE= .1970E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.36 473.09 236.41 1.00 5.00 471.47 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6460E+02 EXCESS= .0000E+00 OUTFLOW= .6459E+02 BASIN STORAGE= .1777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.40 441.23 236.08 .93 5.00 439.19 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6026E+02 EXCESS= .0000E+00 OUTFLOW= .6026E+02 BASIN STORAGE= .1839E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.48 384.28 236.23 .81 5.00 381.46 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5246E+02 EXCESS= .0000E+00 OUTFLOW= .5246E+02 BASIN STORAGE= .2029E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.58 322.76 237.52 .68 5.00 319.83 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4422E+02 EXCESS= .0000E+00 OUTFLOW= .4422E+02 BASIN STORAGE= .1887E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED02 MANE 1.69 273.27 237.21 .58 5.00 272.22 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3760E+02 EXCESS= .0000E+00 OUTFLOW= .3759E+02 BASIN STORAGE= .2042E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 162.47 235.00 -1.00 5.00 162.47 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 154.62 235.00 -1.00 5.00 154.62 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 143.74 235.00 -1.00 5.00 143.74 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 133.05 235.00 -1.00 5.00 133.05 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 125.01 235.00 -1.00 5.00 125.01 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 109.10 240.00 -1.00 5.00 109.10 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 91.82 240.00 -1.00 5.00 91.82 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDPS03 MANE 5.00 77.60 240.00 -1.00 5.00 77.60 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.60 984.51 234.08 1.45 5.00 983.68 235.00 1.44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1398E+03 EXCESS= .0000E+00 OUTFLOW= .1398E+03 BASIN STORAGE= .4775E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.66 933.47 236.40 1.37 5.00 932.34 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1324E+03 EXCESS= .0000E+00 OUTFLOW= .1324E+03 BASIN STORAGE= .4601E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.74 866.67 235.50 1.26 5.00 865.37 235.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1223E+03 EXCESS= .0000E+00 OUTFLOW= .1224E+03 BASIN STORAGE= .4675E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.83 792.86 235.15 1.16 5.00 792.35 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1120E+03 EXCESS= .0000E+00 OUTFLOW= .1120E+03 BASIN STORAGE= .4644E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 2.91 740.67 235.89 1.08 5.00 738.27 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1044E+03 EXCESS= .0000E+00 OUTFLOW= .1045E+03 BASIN STORAGE= .4532E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 3.08 643.87 237.15 .94 5.00 637.99 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9079E+02 EXCESS= .0000E+00 OUTFLOW= .9080E+02 BASIN STORAGE= .4593E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 3.31 539.82 238.19 .79 5.00 535.38 240.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7631E+02 EXCESS= .0000E+00 OUTFLOW= .7632E+02 BASIN STORAGE= .4569E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS03 MANE 3.54 452.17 237.47 .67 5.00 451.80 240.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6472E+02 EXCESS= .0000E+00 OUTFLOW= .6473E+02 BASIN STORAGE= .5036E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.15 1960.28 235.81 1.05 5.00 1956.50 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2718E+03 EXCESS= .0000E+00 OUTFLOW= .2718E+03 BASIN STORAGE= .2642E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.18 1844.54 235.70 .99 5.00 1840.50 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2562E+03 EXCESS= .0000E+00 OUTFLOW= .2562E+03 BASIN STORAGE= .2664E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.22 1692.60 236.63 .90 5.00 1687.35 235.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2348E+03 EXCESS= .0000E+00 OUTFLOW= .2348E+03 BASIN STORAGE= .2740E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.27 1532.46 236.18 .82 5.00 1525.50 235.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2133E+03 EXCESS= .0000E+00 OUTFLOW= .2133E+03 BASIN STORAGE= .2694E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.31 1413.24 236.04 .76 5.00 1405.52 235.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1977E+03 EXCESS= .0000E+00 OUTFLOW= .1977E+03 BASIN STORAGE= .2857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.40 1196.92 236.95 .65 5.00 1190.51 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1703E+03 EXCESS= .0000E+00 OUTFLOW= .1703E+03 BASIN STORAGE= .2692E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.53 967.16 238.32 .55 5.00 965.45 240.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1424E+03 EXCESS= .0000E+00 OUTFLOW= .1424E+03 BASIN STORAGE= .2757E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS06 MANE 1.66 790.51 236.77 .46 5.00 786.15 240.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1207E+03 EXCESS= .0000E+00 OUTFLOW= .1207E+03 BASIN STORAGE= .2720E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.36 116.06 228.89 1.46 5.00 115.37 230.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1990E+02 EXCESS= .0000E+00 OUTFLOW= .1990E+02 BASIN STORAGE= .2664E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.38 112.33 228.10 1.41 5.00 111.59 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1917E+02 EXCESS= .0000E+00 OUTFLOW= .1916E+02 BASIN STORAGE= .2336E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.40 106.89 228.00 1.33 5.00 106.23 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1814E+02 EXCESS= .0000E+00 OUTFLOW= .1814E+02 BASIN STORAGE= .2847E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.43 101.26 228.05 1.25 5.00 100.68 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1707E+02 EXCESS= .0000E+00 OUTFLOW= .1706E+02 BASIN STORAGE= .2660E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.45 97.13 227.56 1.20 5.00 96.72 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1626E+02 EXCESS= .0000E+00 OUTFLOW= .1626E+02 BASIN STORAGE= .2756E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.49 89.24 228.89 1.09 5.00 88.81 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1477E+02 EXCESS= .0000E+00 OUTFLOW= .1477E+02 BASIN STORAGE= .2474E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.54 80.89 228.40 .96 5.00 80.53 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1312E+02 EXCESS= .0000E+00 OUTFLOW= .1312E+02 BASIN STORAGE= .2386E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDSPM MANE 2.58 73.90 227.42 .86 5.00 73.82 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1172E+02 EXCESS= .0000E+00 OUTFLOW= .1172E+02 BASIN STORAGE= .2557E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.24 286.25 228.74 1.58 5.00 285.66 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4513E+02 EXCESS= .0000E+00 OUTFLOW= .4513E+02 BASIN STORAGE= .9414E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.27 275.67 229.24 1.51 5.00 275.09 230.00 1.51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4329E+02 EXCESS= .0000E+00 OUTFLOW= .4329E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.31 260.16 228.70 1.43 5.00 259.80 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4074E+02 EXCESS= .0000E+00 OUTFLOW= .4074E+02 BASIN STORAGE= .1030E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.36 244.36 228.44 1.33 5.00 244.34 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3810E+02 EXCESS= .0000E+00 OUTFLOW= .3810E+02 BASIN STORAGE= .9967E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.39 233.59 229.51 1.26 5.00 233.26 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3614E+02 EXCESS= .0000E+00 OUTFLOW= .3614E+02 BASIN STORAGE= .9554E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.46 211.63 229.22 1.14 5.00 211.38 230.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3253E+02 EXCESS= .0000E+00 OUTFLOW= .3253E+02 BASIN STORAGE= .1148E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.56 188.78 230.05 1.00 5.00 188.74 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2860E+02 EXCESS= .0000E+00 OUTFLOW= .2860E+02 BASIN STORAGE= .1072E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCE3FD MANE 2.64 169.47 229.96 .89 5.00 169.45 230.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2533E+02 EXCESS= .0000E+00 OUTFLOW= .2533E+02 BASIN STORAGE= .9282E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .97 2230.09 235.83 1.10 5.00 2225.22 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3170E+03 EXCESS= .0000E+00 OUTFLOW= .3170E+03 BASIN STORAGE= .2333E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE .99 2101.95 235.45 1.04 5.00 2098.36 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2996E+03 EXCESS= .0000E+00 OUTFLOW= .2996E+03 BASIN STORAGE= .2374E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.02 1936.63 236.22 .95 5.00 1930.53 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2756E+03 EXCESS= .0000E+00 OUTFLOW= .2756E+03 BASIN STORAGE= .2541E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.06 1760.05 235.85 .87 5.00 1753.27 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2515E+03 EXCESS= .0000E+00 OUTFLOW= .2515E+03 BASIN STORAGE= .2356E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.10 1629.51 236.67 .81 5.00 1621.74 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2339E+03 EXCESS= .0000E+00 OUTFLOW= .2339E+03 BASIN STORAGE= .2423E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.17 1391.44 237.03 .70 5.00 1384.99 240.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2029E+03 EXCESS= .0000E+00 OUTFLOW= .2029E+03 BASIN STORAGE= .2586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.26 1140.31 237.80 .59 5.00 1138.73 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1711E+03 EXCESS= .0000E+00 OUTFLOW= .1711E+03 BASIN STORAGE= .2346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCRCPS06 MANE 1.36 949.84 236.66 .51 5.00 945.77 235.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1460E+03 EXCESS= .0000E+00 OUTFLOW= .1460E+03 BASIN STORAGE= .2372E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.33 225.07 233.66 1.46 5.00 224.70 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3428E+02 EXCESS= .0000E+00 OUTFLOW= .3428E+02 BASIN STORAGE= .1121E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.38 214.79 236.41 1.39 5.00 213.73 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3263E+02 EXCESS= .0000E+00 OUTFLOW= .3263E+02 BASIN STORAGE= .9349E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.45 200.78 236.06 1.29 5.00 199.76 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3035E+02 EXCESS= .0000E+00 OUTFLOW= .3035E+02 BASIN STORAGE= .9130E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.54 186.26 236.04 1.19 5.00 185.25 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2805E+02 EXCESS= .0000E+00 OUTFLOW= .2805E+02 BASIN STORAGE= .8375E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.61 175.74 235.03 1.12 5.00 175.69 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2634E+02 EXCESS= .0000E+00 OUTFLOW= .2634E+02 BASIN STORAGE= .9184E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.75 155.22 237.49 .99 5.00 154.05 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2321E+02 EXCESS= .0000E+00 OUTFLOW= .2321E+02 BASIN STORAGE= .1138E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 4.93 134.06 236.59 .85 5.00 132.78 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1991E+02 EXCESS= .0000E+00 OUTFLOW= .1991E+02 BASIN STORAGE= .1116E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RED05-C MANE 5.00 116.56 235.00 .73 5.00 116.56 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1721E+02 EXCESS= .0000E+00 OUTFLOW= .1721E+02 BASIN STORAGE= .8571E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .79 2519.42 236.14 1.14 5.00 2515.30 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3661E+03 EXCESS= .0000E+00 OUTFLOW= .3661E+03 BASIN STORAGE= .2043E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .81 2380.56 235.95 1.08 5.00 2374.62 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+03 EXCESS= .0000E+00 OUTFLOW= .3463E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .84 2193.91 236.22 .99 5.00 2187.41 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3191E+03 EXCESS= .0000E+00 OUTFLOW= .3191E+03 BASIN STORAGE= .2191E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .87 1998.20 236.52 .91 5.00 1990.78 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2917E+03 EXCESS= .0000E+00 OUTFLOW= .2917E+03 BASIN STORAGE= .1997E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .90 1854.65 236.55 .84 5.00 1846.26 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2717E+03 EXCESS= .0000E+00 OUTFLOW= .2717E+03 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE .95 1588.95 236.48 .73 5.00 1584.68 240.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2362E+03 EXCESS= .0000E+00 OUTFLOW= .2362E+03 BASIN STORAGE= .2065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE 1.03 1311.69 239.86 .62 5.00 1311.45 240.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1997E+03 EXCESS= .0000E+00 OUTFLOW= .1997E+03 BASIN STORAGE= .2013E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCPS08 MANE 1.10 1102.86 236.12 .53 5.00 1098.17 235.00 .53

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1708E+03 EXCESS= .0000E+00 OUTFLOW= .1708E+03 BASIN STORAGE= .2189E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .90 2607.23 235.43 1.15 5.00 2602.99 235.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3826E+03 EXCESS= .0000E+00 OUTFLOW= .3826E+03 BASIN STORAGE= .2466E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .92 2463.66 236.26 1.09 5.00 2457.76 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3620E+03 EXCESS= .0000E+00 OUTFLOW= .3620E+03 BASIN STORAGE= .2340E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .95 2270.52 236.46 1.00 5.00 2263.66 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3337E+03 EXCESS= .0000E+00 OUTFLOW= .3337E+03 BASIN STORAGE= .2500E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE .99 2069.27 236.56 .92 5.00 2060.21 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3052E+03 EXCESS= .0000E+00 OUTFLOW= .3052E+03 BASIN STORAGE= .2322E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.02 1920.91 236.59 .85 5.00 1911.05 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2844E+03 EXCESS= .0000E+00 OUTFLOW= .2844E+03 BASIN STORAGE= .2525E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.08 1646.77 236.52 .74 5.00 1643.17 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2473E+03 EXCESS= .0000E+00 OUTFLOW= .2473E+03 BASIN STORAGE= .2565E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.17 1362.07 239.96 .63 5.00 1361.99 240.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2092E+03 EXCESS= .0000E+00 OUTFLOW= .2092E+03 BASIN STORAGE= .2334E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCED10-C MANE 1.25 1148.40 236.77 .54 5.00 1143.08 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1790E+03 EXCESS= .0000E+00 OUTFLOW= .1790E+03 BASIN STORAGE= .2578E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 129.58 230.00 1.66 5.00 129.58 230.00 1.66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1794E+02 EXCESS= .0000E+00 OUTFLOW= .1795E+02 BASIN STORAGE= .4914E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 124.28 230.00 1.58 5.00 124.28 230.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1715E+02 EXCESS= .0000E+00 OUTFLOW= .1716E+02 BASIN STORAGE= .4813E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 116.89 230.00 1.48 5.00 116.89 230.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1605E+02 EXCESS= .0000E+00 OUTFLOW= .1606E+02 BASIN STORAGE= .4669E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 109.30 230.00 1.38 5.00 109.30 230.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1493E+02 EXCESS= .0000E+00 OUTFLOW= .1494E+02 BASIN STORAGE= .4517E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 103.60 230.00 1.30 5.00 103.60 230.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1409E+02 EXCESS= .0000E+00 OUTFLOW= .1410E+02 BASIN STORAGE= .4400E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 93.13 230.00 1.16 5.00 93.13 230.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1258E+02 EXCESS= .0000E+00 OUTFLOW= .1258E+02 BASIN STORAGE= .4178E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 81.67 230.00 1.01 5.00 81.67 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1094E+02 EXCESS= .0000E+00 OUTFLOW= .1095E+02 BASIN STORAGE= .4542E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RSA06-C MANE 5.00 72.15 230.00 .89 5.00 72.15 230.00 .89

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9599E+01 EXCESS= .0000E+00 OUTFLOW= .9604E+01 BASIN STORAGE= .4166E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.67 2819.19 237.20 1.18 5.00 2812.18 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4202E+03 EXCESS= .0000E+00 OUTFLOW= .4202E+03 BASIN STORAGE= .5155E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.71 2664.76 237.45 1.12 5.00 2657.13 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3979E+03 EXCESS= .0000E+00 OUTFLOW= .3979E+03 BASIN STORAGE= .4573E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.76 2461.20 236.39 1.03 5.00 2449.33 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3674E+03 EXCESS= .0000E+00 OUTFLOW= .3674E+03 BASIN STORAGE= .4655E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.83 2245.30 237.90 .95 5.00 2231.81 235.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3365E+03 EXCESS= .0000E+00 OUTFLOW= .3365E+03 BASIN STORAGE= .5237E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 1.88 2090.14 237.43 .88 5.00 2075.84 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3140E+03 EXCESS= .0000E+00 OUTFLOW= .3140E+03 BASIN STORAGE= .5124E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.00 1798.65 238.18 .77 5.00 1791.56 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2738E+03 EXCESS= .0000E+00 OUTFLOW= .2738E+03 BASIN STORAGE= .4773E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.15 1496.52 239.14 .65 5.00 1492.74 240.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2322E+03 EXCESS= .0000E+00 OUTFLOW= .2322E+03 BASIN STORAGE= .5470E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCSA08 MANE 2.30 1267.66 239.18 .56 5.00 1264.01 235.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1992E+03 EXCESS= .0000E+00 OUTFLOW= .1992E+03 BASIN STORAGE= .4926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 92.73 235.00 1.48 5.00 92.73 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1327E+02 EXCESS= .0000E+00 OUTFLOW= .1327E+02 BASIN STORAGE= .8707E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 88.61 235.00 1.41 5.00 88.61 235.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1264E+02 EXCESS= .0000E+00 OUTFLOW= .1264E+02 BASIN STORAGE= .1188E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 82.89 235.00 1.31 5.00 82.89 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+02 EXCESS= .0000E+00 OUTFLOW= .1177E+02 BASIN STORAGE= .1140E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 77.02 235.00 1.21 5.00 77.02 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1088E+02 EXCESS= .0000E+00 OUTFLOW= .1088E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 72.63 235.00 1.14 5.00 72.63 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1022E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 64.61 235.00 1.01 5.00 64.61 235.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9031E+01 EXCESS= .0000E+00 OUTFLOW= .9032E+01 BASIN STORAGE= .9495E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 55.96 235.00 .87 5.00 55.96 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7755E+01 EXCESS= .0000E+00 OUTFLOW= .7756E+01 BASIN STORAGE= .9008E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH14-C MANE 5.00 48.77 235.00 .75 5.00 48.77 235.00 .75

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6717E+01 EXCESS= .0000E+00 OUTFLOW= .6717E+01 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.37 269.63 236.46 1.49 5.00 267.94 235.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4337E+02 EXCESS= .0000E+00 OUTFLOW= .4337E+02 BASIN STORAGE= .1552E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.40 257.48 236.64 1.42 5.00 255.79 235.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4132E+02 EXCESS= .0000E+00 OUTFLOW= .4132E+02 BASIN STORAGE= .1516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.44 240.41 237.36 1.32 5.00 238.93 240.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3849E+02 EXCESS= .0000E+00 OUTFLOW= .3849E+02 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.48 223.41 237.10 1.22 5.00 222.00 240.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3560E+02 EXCESS= .0000E+00 OUTFLOW= .3560E+02 BASIN STORAGE= .1556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.52 210.78 236.72 1.15 5.00 209.27 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3346E+02 EXCESS= .0000E+00 OUTFLOW= .3346E+02 BASIN STORAGE= .1438E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.59 187.28 237.05 1.02 5.00 186.23 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2957E+02 EXCESS= .0000E+00 OUTFLOW= .2957E+02 BASIN STORAGE= .1466E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.69 161.90 237.78 .87 5.00 161.27 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2542E+02 EXCESS= .0000E+00 OUTFLOW= .2542E+02 BASIN STORAGE= .1555E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK09-C MANE 1.78 141.16 237.09 .76 5.00 140.61 240.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2203E+02 EXCESS= .0000E+00 OUTFLOW= .2203E+02 BASIN STORAGE= .1453E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.69 422.36 233.95 1.46 5.00 421.87 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6647E+02 EXCESS= .0000E+00 OUTFLOW= .6648E+02 BASIN STORAGE= .4024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.74 403.62 235.67 1.39 5.00 403.40 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6330E+02 EXCESS= .0000E+00 OUTFLOW= .6330E+02 BASIN STORAGE= .3379E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.82 375.86 233.82 1.30 5.00 375.81 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5890E+02 EXCESS= .0000E+00 OUTFLOW= .5890E+02 BASIN STORAGE= .3848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.90 349.14 235.24 1.20 5.00 349.01 235.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5443E+02 EXCESS= .0000E+00 OUTFLOW= .5443E+02 BASIN STORAGE= .3920E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 2.97 328.44 234.99 1.12 5.00 328.44 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5111E+02 EXCESS= .0000E+00 OUTFLOW= .5111E+02 BASIN STORAGE= .3491E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 3.12 291.14 237.13 .99 5.00 290.75 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4510E+02 EXCESS= .0000E+00 OUTFLOW= .4510E+02 BASIN STORAGE= .3867E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 3.31 250.92 238.30 .85 5.00 250.42 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3867E+02 EXCESS= .0000E+00 OUTFLOW= .3868E+02 BASIN STORAGE= .3683E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK10 MANE 3.50 217.95 238.10 .74 5.00 217.44 235.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3345E+02 EXCESS= .0000E+00 OUTFLOW= .3345E+02 BASIN STORAGE= .3628E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.45 3366.27 236.30 1.22 5.00 3356.04 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5093E+03 EXCESS= .0000E+00 OUTFLOW= .5092E+03 BASIN STORAGE= .4313E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.48 3186.32 237.10 1.16 5.00 3172.26 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4827E+03 EXCESS= .0000E+00 OUTFLOW= .4827E+03 BASIN STORAGE= .4123E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.53 2943.79 237.13 1.07 5.00 2934.17 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4462E+03 EXCESS= .0000E+00 OUTFLOW= .4461E+03 BASIN STORAGE= .4396E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.59 2693.40 237.88 .98 5.00 2687.91 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4093E+03 EXCESS= .0000E+00 OUTFLOW= .4092E+03 BASIN STORAGE= .4370E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.63 2509.04 238.30 .92 5.00 2508.02 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3822E+03 EXCESS= .0000E+00 OUTFLOW= .3822E+03 BASIN STORAGE= .4196E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.73 2171.83 238.65 .80 5.00 2171.44 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3339E+03 EXCESS= .0000E+00 OUTFLOW= .3338E+03 BASIN STORAGE= .4419E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.86 1821.39 239.36 .68 5.00 1820.08 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2837E+03 EXCESS= .0000E+00 OUTFLOW= .2837E+03 BASIN STORAGE= .4678E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCOK11C MANE 1.98 1551.29 239.34 .58 5.00 1549.40 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2436E+03 EXCESS= .0000E+00 OUTFLOW= .2436E+03 BASIN STORAGE= .4458E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 117.12 230.00 1.26 5.00 117.12 230.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1409E+02 EXCESS= .0000E+00 OUTFLOW= .1409E+02 BASIN STORAGE= .2263E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 111.19 230.00 1.20 5.00 111.19 230.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1336E+02 EXCESS= .0000E+00 OUTFLOW= .1336E+02 BASIN STORAGE= .2092E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 102.95 230.00 1.11 5.00 102.95 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1234E+02 EXCESS= .0000E+00 OUTFLOW= .1235E+02 BASIN STORAGE= .2011E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 94.53 230.00 1.02 5.00 94.53 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1132E+02 EXCESS= .0000E+00 OUTFLOW= .1132E+02 BASIN STORAGE= .1926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 88.12 230.00 .95 5.00 88.12 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1056E+02 EXCESS= .0000E+00 OUTFLOW= .1056E+02 BASIN STORAGE= .1971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 76.97 235.00 .83 5.00 76.97 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9200E+01 EXCESS= .0000E+00 OUTFLOW= .9202E+01 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 65.64 235.00 .70 5.00 65.64 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7757E+01 EXCESS= .0000E+00 OUTFLOW= .7759E+01 BASIN STORAGE= .2429E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RWAL1 MANE 5.00 56.29 235.00 .59 5.00 56.29 235.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6597E+01 EXCESS= .0000E+00 OUTFLOW= .6599E+01 BASIN STORAGE= .2182E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.67 3553.58 236.60 1.22 5.00 3539.89 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5377E+03 EXCESS= .0000E+00 OUTFLOW= .5376E+03 BASIN STORAGE= .4856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.70 3362.42 236.85 1.15 5.00 3354.83 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5096E+03 EXCESS= .0000E+00 OUTFLOW= .5096E+03 BASIN STORAGE= .5307E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.76 3105.11 239.31 1.07 5.00 3099.98 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4709E+03 EXCESS= .0000E+00 OUTFLOW= .4709E+03 BASIN STORAGE= .5400E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.82 2842.18 238.97 .98 5.00 2838.54 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4319E+03 EXCESS= .0000E+00 OUTFLOW= .4318E+03 BASIN STORAGE= .4945E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.88 2650.33 240.12 .91 5.00 2650.14 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4033E+03 EXCESS= .0000E+00 OUTFLOW= .4032E+03 BASIN STORAGE= .5278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 1.99 2293.40 240.39 .80 5.00 2292.68 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3521E+03 EXCESS= .0000E+00 OUTFLOW= .3520E+03 BASIN STORAGE= .5762E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 2.13 1922.21 240.84 .68 5.00 1921.25 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2989E+03 EXCESS= .0000E+00 OUTFLOW= .2988E+03 BASIN STORAGE= .5206E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCWAL2 MANE 2.27 1637.32 240.93 .58 5.00 1637.02 240.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2564E+03 EXCESS= .0000E+00 OUTFLOW= .2564E+03 BASIN STORAGE= .5838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 145.15 235.00 1.46 5.00 145.15 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1842E+02 EXCESS= .0000E+00 OUTFLOW= .1842E+02 BASIN STORAGE= .2067E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 138.81 235.00 1.39 5.00 138.81 235.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1754E+02 EXCESS= .0000E+00 OUTFLOW= .1754E+02 BASIN STORAGE= .2018E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 129.95 235.00 1.29 5.00 129.95 235.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1631E+02 EXCESS= .0000E+00 OUTFLOW= .1632E+02 BASIN STORAGE= .2805E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 120.85 235.00 1.19 5.00 120.85 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1507E+02 EXCESS= .0000E+00 OUTFLOW= .1508E+02 BASIN STORAGE= .2699E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 114.02 235.00 1.12 5.00 114.02 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1415E+02 EXCESS= .0000E+00 OUTFLOW= .1416E+02 BASIN STORAGE= .2617E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 101.48 235.00 .99 5.00 101.48 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1248E+02 EXCESS= .0000E+00 OUTFLOW= .1249E+02 BASIN STORAGE= .2463E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 87.82 235.00 .85 5.00 87.82 235.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1070E+02 EXCESS= .0000E+00 OUTFLOW= .1070E+02 BASIN STORAGE= .2178E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH15-C MANE 5.00 76.46 235.00 .73 5.00 76.46 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9249E+01 EXCESS= .0000E+00 OUTFLOW= .9252E+01 BASIN STORAGE= .2029E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .51 297.45 230.02 1.41 5.00 297.44 230.00 1.41

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3959E+02 EXCESS= .0000E+00 OUTFLOW= .3959E+02 BASIN STORAGE= .5600E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .52 283.44 229.80 1.34 5.00 283.43 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3765E+02 EXCESS= .0000E+00 OUTFLOW= .3765E+02 BASIN STORAGE= .5644E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .53 264.14 229.97 1.24 5.00 264.13 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3497E+02 EXCESS= .0000E+00 OUTFLOW= .3497E+02 BASIN STORAGE= .5550E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .55 244.33 230.07 1.15 5.00 244.29 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3225E+02 EXCESS= .0000E+00 OUTFLOW= .3225E+02 BASIN STORAGE= .5682E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .56 229.54 230.24 1.08 5.00 229.43 230.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3023E+02 EXCESS= .0000E+00 OUTFLOW= .3023E+02 BASIN STORAGE= .5517E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .59 202.53 230.15 .95 5.00 202.42 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2659E+02 EXCESS= .0000E+00 OUTFLOW= .2659E+02 BASIN STORAGE= .5477E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .63 173.46 230.36 .81 5.00 173.19 230.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2270E+02 EXCESS= .0000E+00 OUTFLOW= .2270E+02 BASIN STORAGE= .5632E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH18-C MANE .67 149.50 230.39 .70 5.00 149.17 230.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1955E+02 EXCESS= .0000E+00 OUTFLOW= .1955E+02 BASIN STORAGE= .5728E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 92.12 240.00 .59 5.00 92.12 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1347E+02 EXCESS= .0000E+00 OUTFLOW= .1347E+02 BASIN STORAGE= .1417E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 86.59 240.00 .55 5.00 86.59 240.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1266E+02 BASIN STORAGE= .1370E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 78.97 240.00 .50 5.00 78.97 240.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1156E+02 EXCESS= .0000E+00 OUTFLOW= .1155E+02 BASIN STORAGE= .1801E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 71.27 240.00 .46 5.00 71.27 240.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1044E+02 EXCESS= .0000E+00 OUTFLOW= .1044E+02 BASIN STORAGE= .1706E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 65.64 245.00 .42 5.00 65.64 245.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9628E+01 EXCESS= .0000E+00 OUTFLOW= .9625E+01 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 55.81 245.00 .36 5.00 55.81 245.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8179E+01 EXCESS= .0000E+00 OUTFLOW= .8176E+01 BASIN STORAGE= .1442E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 45.42 245.00 .29 5.00 45.42 245.00 .29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6674E+01 EXCESS= .0000E+00 OUTFLOW= .6672E+01 BASIN STORAGE= .1734E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDAL92 MANE 5.00 37.12 245.00 .24 5.00 37.12 245.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5490E+01 EXCESS= .0000E+00 OUTFLOW= .5487E+01 BASIN STORAGE= .1631E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE .98 157.42 231.06 .72 5.00 157.01 235.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2378E+02 EXCESS= .0000E+00 OUTFLOW= .2378E+02 BASIN STORAGE= .8325E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.01 147.86 231.92 .68 5.00 147.65 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2237E+02 EXCESS= .0000E+00 OUTFLOW= .2237E+02 BASIN STORAGE= .8786E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.05 134.81 234.30 .62 5.00 134.76 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+02 EXCESS= .0000E+00 OUTFLOW= .2043E+02 BASIN STORAGE= .8738E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.09 121.77 235.24 .56 5.00 121.76 235.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1848E+02 EXCESS= .0000E+00 OUTFLOW= .1848E+02 BASIN STORAGE= .8742E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.13 112.19 235.18 .51 5.00 112.16 235.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1706E+02 EXCESS= .0000E+00 OUTFLOW= .1706E+02 BASIN STORAGE= .8199E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.20 95.02 235.66 .44 5.00 94.91 235.00 .44

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1452E+02 EXCESS= .0000E+00 OUTFLOW= .1452E+02 BASIN STORAGE= .8657E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.31 77.01 236.72 .36 5.00 76.78 235.00 .36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+02 EXCESS= .0000E+00 OUTFLOW= .1188E+02 BASIN STORAGE= .8338E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCAL95-C MANE 1.42 62.66 237.29 .30 5.00 62.47 240.00 .30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9794E+01 EXCESS= .0000E+00 OUTFLOW= .9794E+01 BASIN STORAGE= .8295E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.36 451.46 230.82 1.04 5.00 450.34 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6338E+02 EXCESS= .0000E+00 OUTFLOW= .6338E+02 BASIN STORAGE= .3464E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.41 427.89 230.99 .98 5.00 426.53 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6003E+02 EXCESS= .0000E+00 OUTFLOW= .6003E+02 BASIN STORAGE= .3552E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.48 395.58 230.92 .91 5.00 393.86 230.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5541E+02 EXCESS= .0000E+00 OUTFLOW= .5542E+02 BASIN STORAGE= .3480E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.57 362.61 231.38 .83 5.00 360.34 230.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5074E+02 EXCESS= .0000E+00 OUTFLOW= .5074E+02 BASIN STORAGE= .3173E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.64 338.28 232.67 .77 5.00 337.01 230.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4731E+02 EXCESS= .0000E+00 OUTFLOW= .4731E+02 BASIN STORAGE= .3457E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 2.80 294.20 232.14 .67 5.00 292.71 235.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4112E+02 EXCESS= .0000E+00 OUTFLOW= .4112E+02 BASIN STORAGE= .3231E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 3.00 246.44 234.05 .56 5.00 245.90 235.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3459E+02 EXCESS= .0000E+00 OUTFLOW= .3459E+02 BASIN STORAGE= .3132E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH18C MANE 3.21 208.69 234.45 .48 5.00 208.48 235.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2935E+02 EXCESS= .0000E+00 OUTFLOW= .2935E+02 BASIN STORAGE= .3157E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.20 4238.43 237.65 1.22 5.00 4228.91 240.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6461E+03 EXCESS= .0000E+00 OUTFLOW= .6460E+03 BASIN STORAGE= .8054E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.25 4013.13 238.45 1.16 5.00 4004.13 240.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6128E+03 EXCESS= .0000E+00 OUTFLOW= .6127E+03 BASIN STORAGE= .6925E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.32 3707.92 239.31 1.07 5.00 3702.51 240.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5667E+03 EXCESS= .0000E+00 OUTFLOW= .5666E+03 BASIN STORAGE= .8068E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.41 3395.06 238.28 .98 5.00 3394.50 240.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5202E+03 EXCESS= .0000E+00 OUTFLOW= .5201E+03 BASIN STORAGE= .7349E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.47 3175.10 239.84 .92 5.00 3174.20 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4863E+03 EXCESS= .0000E+00 OUTFLOW= .4862E+03 BASIN STORAGE= .8589E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.62 2754.24 240.63 .80 5.00 2751.98 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4250E+03 EXCESS= .0000E+00 OUTFLOW= .4250E+03 BASIN STORAGE= .7034E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.80 2317.81 240.95 .68 5.00 2314.68 240.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3613E+03 EXCESS= .0000E+00 OUTFLOW= .3613E+03 BASIN STORAGE= .7621E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCCH22 MANE 2.98 1980.06 241.61 .59 5.00 1976.40 240.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3104E+03 EXCESS= .0000E+00 OUTFLOW= .3103E+03 BASIN STORAGE= .8133E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 131.64 235.00 1.55 5.00 131.64 235.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1965E+02 EXCESS= .0000E+00 OUTFLOW= .1965E+02 BASIN STORAGE= .4687E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 125.95 235.00 1.48 5.00 125.95 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1874E+02 EXCESS= .0000E+00 OUTFLOW= .1875E+02 BASIN STORAGE= .4586E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 118.02 235.00 1.38 5.00 118.02 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1749E+02 EXCESS= .0000E+00 OUTFLOW= .1750E+02 BASIN STORAGE= .4443E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 109.89 235.00 1.28 5.00 109.89 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1621E+02 EXCESS= .0000E+00 OUTFLOW= .1622E+02 BASIN STORAGE= .5767E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 103.80 235.00 1.21 5.00 103.80 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1526E+02 EXCESS= .0000E+00 OUTFLOW= .1527E+02 BASIN STORAGE= .5610E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 92.69 235.00 1.07 5.00 92.69 235.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1354E+02 EXCESS= .0000E+00 OUTFLOW= .1355E+02 BASIN STORAGE= .4463E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 80.55 235.00 .93 5.00 80.55 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1169E+02 EXCESS= .0000E+00 OUTFLOW= .1170E+02 BASIN STORAGE= .5606E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH51 MANE 5.00 70.49 235.00 .81 5.00 70.49 235.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1018E+02 EXCESS= .0000E+00 OUTFLOW= .1019E+02 BASIN STORAGE= .5054E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .53 4518.28 239.94 1.24 5.00 4517.93 240.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6948E+03 EXCESS= .0000E+00 OUTFLOW= .6948E+03 BASIN STORAGE= .1810E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .54 4280.45 239.74 1.18 5.00 4280.28 240.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6594E+03 EXCESS= .0000E+00 OUTFLOW= .6594E+03 BASIN STORAGE= .1761E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .56 3962.62 240.00 1.09 5.00 3962.61 240.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6104E+03 EXCESS= .0000E+00 OUTFLOW= .6104E+03 BASIN STORAGE= .1807E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .58 3637.03 240.26 1.00 5.00 3635.84 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5608E+03 EXCESS= .0000E+00 OUTFLOW= .5608E+03 BASIN STORAGE= .1770E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .59 3403.72 240.17 .94 5.00 3402.50 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5247E+03 EXCESS= .0000E+00 OUTFLOW= .5247E+03 BASIN STORAGE= .1776E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .63 2958.48 240.21 .82 5.00 2956.86 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4593E+03 EXCESS= .0000E+00 OUTFLOW= .4593E+03 BASIN STORAGE= .1707E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .67 2496.54 240.30 .70 5.00 2494.34 240.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3912E+03 EXCESS= .0000E+00 OUTFLOW= .3912E+03 BASIN STORAGE= .1838E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE .71 2139.33 240.68 .60 5.00 2135.05 240.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3366E+03 EXCESS= .0000E+00 OUTFLOW= .3366E+03 BASIN STORAGE= .1864E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .29 4581.68 239.86 1.25 5.00 4581.49 240.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7065E+03 EXCESS= .0000E+00 OUTFLOW= .7065E+03 BASIN STORAGE= .9283E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .30 4341.38 240.05 1.19 5.00 4341.20 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6705E+03 EXCESS= .0000E+00 OUTFLOW= .6705E+03 BASIN STORAGE= .9717E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .31 4019.25 240.23 1.10 5.00 4019.13 240.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6208E+03 EXCESS= .0000E+00 OUTFLOW= .6208E+03 BASIN STORAGE= .9377E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .32 3688.48 240.09 1.01 5.00 3687.86 240.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5704E+03 EXCESS= .0000E+00 OUTFLOW= .5704E+03 BASIN STORAGE= .9366E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .32 3452.12 240.36 .94 5.00 3451.47 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5337E+03 EXCESS= .0000E+00 OUTFLOW= .5337E+03 BASIN STORAGE= .9458E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .34 3001.08 240.13 .83 5.00 2999.95 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4674E+03 EXCESS= .0000E+00 OUTFLOW= .4674E+03 BASIN STORAGE= .9448E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .37 2533.46 240.46 .70 5.00 2531.65 240.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3981E+03 EXCESS= .0000E+00 OUTFLOW= .3981E+03 BASIN STORAGE= .9830E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .39 2169.18 240.62 .61 5.00 2167.00 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3426E+03 EXCESS= .0000E+00 OUTFLOW= .3426E+03 BASIN STORAGE= .9393E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFLAM MANE 5.00 .00 .00 -1.00 5.00 .00 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .26 4878.48 240.06 1.26 5.00 4878.48 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7544E+03 EXCESS= .0000E+00 OUTFLOW= .7544E+03 BASIN STORAGE= .8906E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .27 4624.68 239.89 1.20 5.00 4624.49 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7161E+03 EXCESS= .0000E+00 OUTFLOW= .7161E+03 BASIN STORAGE= .8612E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .28 4283.49 240.19 1.11 5.00 4283.46 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6631E+03 EXCESS= .0000E+00 OUTFLOW= .6631E+03 BASIN STORAGE= .8720E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .29 3933.29 240.26 1.02 5.00 3932.96 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6096E+03 EXCESS= .0000E+00 OUTFLOW= .6096E+03 BASIN STORAGE= .8899E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .29 3682.71 240.23 .95 5.00 3681.81 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5704E+03 EXCESS= .0000E+00 OUTFLOW= .5704E+03 BASIN STORAGE= .8999E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .31 3205.48 240.33 .83 5.00 3204.36 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4997E+03 EXCESS= .0000E+00 OUTFLOW= .4997E+03 BASIN STORAGE= .8698E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .33 2708.93 240.18 .71 5.00 2707.61 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4258E+03 EXCESS= .0000E+00 OUTFLOW= .4258E+03 BASIN STORAGE= .8967E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .35 2322.15 240.35 .61 5.00 2319.80 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3666E+03 EXCESS= .0000E+00 OUTFLOW= .3666E+03 BASIN STORAGE= .8610E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .61 4913.86 239.68 1.26 5.00 4913.51 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7624E+03 EXCESS= .0000E+00 OUTFLOW= .7624E+03 BASIN STORAGE= .2075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .62 4658.13 239.89 1.20 5.00 4657.88 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7237E+03 EXCESS= .0000E+00 OUTFLOW= .7237E+03 BASIN STORAGE= .2180E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .64 4313.84 240.30 1.11 5.00 4312.92 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6703E+03 EXCESS= .0000E+00 OUTFLOW= .6703E+03 BASIN STORAGE= .2177E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .66 3960.84 240.68 1.02 5.00 3959.69 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6161E+03 EXCESS= .0000E+00 OUTFLOW= .6161E+03 BASIN STORAGE= .2171E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .68 3707.20 240.30 .95 5.00 3704.97 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5766E+03 EXCESS= .0000E+00 OUTFLOW= .5766E+03 BASIN STORAGE= .2180E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .72 3226.47 240.35 .84 5.00 3223.78 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5051E+03 EXCESS= .0000E+00 OUTFLOW= .5051E+03 BASIN STORAGE= .2024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .77 2727.67 240.91 .71 5.00 2723.45 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4304E+03 EXCESS= .0000E+00 OUTFLOW= .4304E+03 BASIN STORAGE= .2028E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE .82 2337.50 240.71 .61 5.00 2332.02 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3705E+03 EXCESS= .0000E+00 OUTFLOW= .3705E+03 BASIN STORAGE= .2076E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .64 4953.57 239.74 1.26 5.00 4953.56 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7739E+03 EXCESS= .0000E+00 OUTFLOW= .7739E+03 BASIN STORAGE= .2147E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .66 4696.32 240.31 1.20 5.00 4695.54 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7347E+03 EXCESS= .0000E+00 OUTFLOW= .7347E+03 BASIN STORAGE= .2313E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .68 4348.39 240.36 1.11 5.00 4346.82 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6804E+03 EXCESS= .0000E+00 OUTFLOW= .6804E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .70 3991.76 240.30 1.02 5.00 3989.39 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6255E+03 EXCESS= .0000E+00 OUTFLOW= .6255E+03 BASIN STORAGE= .2169E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .72 3734.72 240.30 .95 5.00 3732.05 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5853E+03 EXCESS= .0000E+00 OUTFLOW= .5853E+03 BASIN STORAGE= .2165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .76 3249.79 240.33 .84 5.00 3246.56 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5128E+03 EXCESS= .0000E+00 OUTFLOW= .5128E+03 BASIN STORAGE= .2155E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .81 2748.92 240.80 .71 5.00 2742.80 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4369E+03 EXCESS= .0000E+00 OUTFLOW= .4369E+03 BASIN STORAGE= .2258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE .87 2352.57 240.62 .61 5.00 2345.95 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3761E+03 EXCESS= .0000E+00 OUTFLOW= .3761E+03 BASIN STORAGE= .2341E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .36 5078.33 239.95 1.27 5.00 5078.01 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7956E+03 EXCESS= .0000E+00 OUTFLOW= .7956E+03 BASIN STORAGE= .1219E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .37 4814.01 239.92 1.20 5.00 4813.71 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7553E+03 EXCESS= .0000E+00 OUTFLOW= .7553E+03 BASIN STORAGE= .1280E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .38 4456.71 240.13 1.11 5.00 4456.02 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6995E+03 EXCESS= .0000E+00 OUTFLOW= .6995E+03 BASIN STORAGE= .1232E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .40 4090.63 240.15 1.02 5.00 4089.42 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6431E+03 EXCESS= .0000E+00 OUTFLOW= .6431E+03 BASIN STORAGE= .1249E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .41 3826.94 240.11 .96 5.00 3825.82 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6018E+03 EXCESS= .0000E+00 OUTFLOW= .6018E+03 BASIN STORAGE= .1253E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .43 3331.37 240.46 .84 5.00 3329.41 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5272E+03 EXCESS= .0000E+00 OUTFLOW= .5272E+03 BASIN STORAGE= .1255E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .46 2815.63 240.59 .71 5.00 2812.57 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4493E+03 EXCESS= .0000E+00 OUTFLOW= .4493E+03 BASIN STORAGE= .1223E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .49 2409.08 240.37 .62 5.00 2405.22 240.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3867E+03 EXCESS= .0000E+00 OUTFLOW= .3867E+03 BASIN STORAGE= .1226E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.63 5184.30 239.81 1.26 5.00 5184.21 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8151E+03 EXCESS= .0000E+00 OUTFLOW= .8151E+03 BASIN STORAGE= .5640E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.67 4914.21 241.66 1.20 5.00 4913.55 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7736E+03 EXCESS= .0000E+00 OUTFLOW= .7736E+03 BASIN STORAGE= .6543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.72 4545.75 240.65 1.11 5.00 4543.31 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7163E+03 EXCESS= .0000E+00 OUTFLOW= .7163E+03 BASIN STORAGE= .6750E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.78 4173.11 241.94 1.02 5.00 4164.76 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6583E+03 EXCESS= .0000E+00 OUTFLOW= .6583E+03 BASIN STORAGE= .5590E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.83 3901.14 241.18 .95 5.00 3892.74 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6159E+03 EXCESS= .0000E+00 OUTFLOW= .6159E+03 BASIN STORAGE= .6017E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 1.93 3395.01 241.45 .83 5.00 3383.86 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5394E+03 EXCESS= .0000E+00 OUTFLOW= .5394E+03 BASIN STORAGE= .5583E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 2.07 2868.42 241.79 .71 5.00 2854.14 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4594E+03 EXCESS= .0000E+00 OUTFLOW= .4594E+03 BASIN STORAGE= .6892E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 2.20 2452.71 242.04 .61 5.00 2444.47 245.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3951E+03 EXCESS= .0000E+00 OUTFLOW= .3951E+03 BASIN STORAGE= .5802E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 139.68 250.00 1.36 5.00 139.68 250.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2151E+02 EXCESS= .0000E+00 OUTFLOW= .2152E+02 BASIN STORAGE= .3201E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 133.07 250.00 1.29 5.00 133.07 250.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2043E+02 EXCESS= .0000E+00 OUTFLOW= .2044E+02 BASIN STORAGE= .3075E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 123.87 250.00 1.20 5.00 123.87 250.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1895E+02 EXCESS= .0000E+00 OUTFLOW= .1895E+02 BASIN STORAGE= .2964E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 114.44 250.00 1.10 5.00 114.44 250.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1744E+02 EXCESS= .0000E+00 OUTFLOW= .1745E+02 BASIN STORAGE= .4020E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 107.37 250.00 1.03 5.00 107.37 250.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+02 EXCESS= .0000E+00 OUTFLOW= .1633E+02 BASIN STORAGE= .3817E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 94.50 250.00 .90 5.00 94.50 250.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1431E+02 EXCESS= .0000E+00 OUTFLOW= .1431E+02 BASIN STORAGE= .3614E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 80.50 250.00 .77 5.00 80.50 250.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1216E+02 EXCESS= .0000E+00 OUTFLOW= .1217E+02 BASIN STORAGE= .3178E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCH64-A MANE 5.00 69.22 255.00 .66 5.00 69.22 255.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1043E+02 EXCESS= .0000E+00 OUTFLOW= .1044E+02 BASIN STORAGE= .3977E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .67 5399.94 240.39 1.26 5.00 5395.47 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8530E+03 EXCESS= .0000E+00 OUTFLOW= .8530E+03 BASIN STORAGE= .2504E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .68 5117.21 240.84 1.20 5.00 5113.54 240.00 1.20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8096E+03 EXCESS= .0000E+00 OUTFLOW= .8096E+03 BASIN STORAGE= .2399E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .70 4733.73 240.78 1.11 5.00 4726.64 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7496E+03 EXCESS= .0000E+00 OUTFLOW= .7496E+03 BASIN STORAGE= .2408E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .73 4338.46 240.58 1.02 5.00 4330.04 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6888E+03 EXCESS= .0000E+00 OUTFLOW= .6888E+03 BASIN STORAGE= .2296E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .75 4054.71 241.21 .95 5.00 4044.44 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6444E+03 EXCESS= .0000E+00 OUTFLOW= .6444E+03 BASIN STORAGE= .2365E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .79 3526.87 240.89 .83 5.00 3513.64 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5642E+03 EXCESS= .0000E+00 OUTFLOW= .5642E+03 BASIN STORAGE= .2323E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .85 2976.06 241.83 .71 5.00 2971.70 245.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4803E+03 EXCESS= .0000E+00 OUTFLOW= .4803E+03 BASIN STORAGE= .2400E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE .90 2547.17 244.68 .61 5.00 2546.88 245.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4130E+03 EXCESS= .0000E+00 OUTFLOW= .4130E+03 BASIN STORAGE= .2540E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .74 5467.92 240.76 1.26 5.00 5461.30 240.00 1.26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8657E+03 EXCESS= .0000E+00 OUTFLOW= .8657E+03 BASIN STORAGE= .2586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .75 5181.68 240.73 1.19 5.00 5174.33 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8216E+03 EXCESS= .0000E+00 OUTFLOW= .8215E+03 BASIN STORAGE= .2636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .78 4788.67 240.67 1.10 5.00 4779.04 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7605E+03 EXCESS= .0000E+00 OUTFLOW= .7605E+03 BASIN STORAGE= .2823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .80 4386.47 241.22 1.02 5.00 4373.85 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6988E+03 EXCESS= .0000E+00 OUTFLOW= .6988E+03 BASIN STORAGE= .2611E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .83 4098.33 241.29 .95 5.00 4083.09 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6536E+03 EXCESS= .0000E+00 OUTFLOW= .6536E+03 BASIN STORAGE= .2808E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .87 3561.93 241.28 .83 5.00 3553.10 245.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5721E+03 EXCESS= .0000E+00 OUTFLOW= .5721E+03 BASIN STORAGE= .2926E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE .94 3006.44 245.11 .71 5.00 3006.35 245.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4868E+03 EXCESS= .0000E+00 OUTFLOW= .4868E+03 BASIN STORAGE= .2583E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.00 2573.43 245.81 .61 5.00 2572.94 245.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4184E+03 EXCESS= .0000E+00 OUTFLOW= .4183E+03 BASIN STORAGE= .2556E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.60 229.54 242.14 1.54 5.00 229.23 240.00 1.54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3946E+02 EXCESS= .0000E+00 OUTFLOW= .3947E+02 BASIN STORAGE= .2646E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.65 219.73 241.22 1.47 5.00 218.90 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3763E+02 EXCESS= .0000E+00 OUTFLOW= .3763E+02 BASIN STORAGE= .2728E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.72 205.62 242.22 1.37 5.00 204.94 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3510E+02 EXCESS= .0000E+00 OUTFLOW= .3510E+02 BASIN STORAGE= .2534E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.80 191.37 240.92 1.27 5.00 190.64 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3252E+02 EXCESS= .0000E+00 OUTFLOW= .3252E+02 BASIN STORAGE= .2602E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 2.87 180.52 240.82 1.19 5.00 179.92 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3060E+02 EXCESS= .0000E+00 OUTFLOW= .3061E+02 BASIN STORAGE= .2901E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 3.00 161.06 243.15 1.06 5.00 160.29 245.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2713E+02 EXCESS= .0000E+00 OUTFLOW= .2713E+02 BASIN STORAGE= .3022E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 3.18 139.56 241.44 .91 5.00 139.08 245.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2340E+02 EXCESS= .0000E+00 OUTFLOW= .2340E+02 BASIN STORAGE= .2934E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA10-1 MANE 3.35 121.93 244.70 .79 5.00 121.84 245.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2035E+02 EXCESS= .0000E+00 OUTFLOW= .2036E+02 BASIN STORAGE= .2873E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.83 450.87 238.02 1.64 5.00 450.51 240.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7666E+02 EXCESS= .0000E+00 OUTFLOW= .7667E+02 BASIN STORAGE= .4294E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.88 431.34 239.26 1.57 5.00 430.88 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7325E+02 EXCESS= .0000E+00 OUTFLOW= .7326E+02 BASIN STORAGE= .3789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 2.96 405.07 239.48 1.47 5.00 404.77 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6854E+02 EXCESS= .0000E+00 OUTFLOW= .6855E+02 BASIN STORAGE= .3971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.04 378.47 240.01 1.36 5.00 378.46 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6374E+02 EXCESS= .0000E+00 OUTFLOW= .6375E+02 BASIN STORAGE= .3894E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.11 358.39 239.13 1.29 5.00 358.11 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6016E+02 EXCESS= .0000E+00 OUTFLOW= .6016E+02 BASIN STORAGE= .3877E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.25 321.12 240.18 1.15 5.00 321.05 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5365E+02 EXCESS= .0000E+00 OUTFLOW= .5366E+02 BASIN STORAGE= .4062E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.42 281.48 239.66 1.00 5.00 281.37 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4665E+02 EXCESS= .0000E+00 OUTFLOW= .4665E+02 BASIN STORAGE= .4340E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA11 MANE 3.60 247.76 241.29 .88 5.00 247.51 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4090E+02 EXCESS= .0000E+00 OUTFLOW= .4091E+02 BASIN STORAGE= .4346E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.49 505.95 237.18 1.64 5.00 503.53 240.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8683E+02 EXCESS= .0000E+00 OUTFLOW= .8683E+02 BASIN STORAGE= .2028E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.52 484.14 236.88 1.57 5.00 481.69 240.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8297E+02 EXCESS= .0000E+00 OUTFLOW= .8297E+02 BASIN STORAGE= .2214E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.56 454.47 236.76 1.47 5.00 452.44 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7763E+02 EXCESS= .0000E+00 OUTFLOW= .7763E+02 BASIN STORAGE= .2065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.60 424.25 236.98 1.37 5.00 422.96 240.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7220E+02 EXCESS= .0000E+00 OUTFLOW= .7220E+02 BASIN STORAGE= .2205E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.64 401.65 237.31 1.29 5.00 400.38 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6814E+02 EXCESS= .0000E+00 OUTFLOW= .6814E+02 BASIN STORAGE= .2324E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.71 359.78 237.79 1.15 5.00 359.01 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6078E+02 EXCESS= .0000E+00 OUTFLOW= .6078E+02 BASIN STORAGE= .2335E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.80 314.60 238.12 1.00 5.00 314.48 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5285E+02 EXCESS= .0000E+00 OUTFLOW= .5285E+02 BASIN STORAGE= .2081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE 1.90 277.25 239.16 .88 5.00 277.01 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4635E+02 EXCESS= .0000E+00 OUTFLOW= .4635E+02 BASIN STORAGE= .2000E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.15 536.11 236.45 1.64 5.00 533.68 235.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9258E+02 EXCESS= .0000E+00 OUTFLOW= .9258E+02 BASIN STORAGE= .1573E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.17 512.75 235.98 1.57 5.00 510.83 235.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8846E+02 EXCESS= .0000E+00 OUTFLOW= .8846E+02 BASIN STORAGE= .1648E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.20 481.17 236.11 1.47 5.00 479.09 240.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8276E+02 EXCESS= .0000E+00 OUTFLOW= .8276E+02 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.23 449.05 236.61 1.36 5.00 447.67 240.00 1.36

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7696E+02 EXCESS= .0000E+00 OUTFLOW= .7696E+02 BASIN STORAGE= .1720E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.26 424.95 236.85 1.29 5.00 423.70 240.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7264E+02 EXCESS= .0000E+00 OUTFLOW= .7264E+02 BASIN STORAGE= .1636E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.32 380.41 237.09 1.15 5.00 379.88 240.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6477E+02 EXCESS= .0000E+00 OUTFLOW= .6477E+02 BASIN STORAGE= .1777E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.39 332.61 240.35 1.00 5.00 332.53 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5631E+02 EXCESS= .0000E+00 OUTFLOW= .5631E+02 BASIN STORAGE= .1626E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR01B MANE 1.46 292.94 241.14 .87 5.00 292.78 240.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4937E+02 EXCESS= .0000E+00 OUTFLOW= .4937E+02 BASIN STORAGE= .1753E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .74 592.48 235.66 1.65 5.00 591.71 235.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1028E+03 EXCESS= .0000E+00 OUTFLOW= .1028E+03 BASIN STORAGE= .1088E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .76 567.07 236.00 1.58 5.00 566.52 235.00 1.58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9823E+02 EXCESS= .0000E+00 OUTFLOW= .9823E+02 BASIN STORAGE= .1070E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .78 532.39 235.87 1.48 5.00 531.60 235.00 1.48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9193E+02 EXCESS= .0000E+00 OUTFLOW= .9193E+02 BASIN STORAGE= .1149E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .80 496.30 236.16 1.37 5.00 495.56 235.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8552E+02 EXCESS= .0000E+00 OUTFLOW= .8552E+02 BASIN STORAGE= .1170E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .82 469.80 235.74 1.30 5.00 468.87 235.00 1.30

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8073E+02 EXCESS= .0000E+00 OUTFLOW= .8073E+02 BASIN STORAGE= .1069E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .85 420.50 236.18 1.16 5.00 419.42 235.00 1.16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7202E+02 EXCESS= .0000E+00 OUTFLOW= .7202E+02 BASIN STORAGE= .1060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .90 367.31 235.86 1.01 5.00 366.01 235.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6265E+02 EXCESS= .0000E+00 OUTFLOW= .6265E+02 BASIN STORAGE= .1090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA13-C MANE .95 323.26 235.93 .88 5.00 322.22 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5496E+02 EXCESS= .0000E+00 OUTFLOW= .5496E+02 BASIN STORAGE= .1162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .67 640.57 235.14 1.63 5.00 640.51 235.00 1.63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+03 EXCESS= .0000E+00 OUTFLOW= .1115E+03 BASIN STORAGE= .1052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .68 613.22 235.17 1.56 5.00 613.16 235.00 1.56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1065E+03 EXCESS= .0000E+00 OUTFLOW= .1065E+03 BASIN STORAGE= .1081E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .70 575.25 235.65 1.46 5.00 575.15 235.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9962E+02 EXCESS= .0000E+00 OUTFLOW= .9962E+02 BASIN STORAGE= .1005E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .72 536.03 235.16 1.35 5.00 535.93 235.00 1.35

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9261E+02 EXCESS= .0000E+00 OUTFLOW= .9261E+02 BASIN STORAGE= .9868E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .74 507.02 235.28 1.28 5.00 506.83 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8738E+02 EXCESS= .0000E+00 OUTFLOW= .8738E+02 BASIN STORAGE= .1065E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .77 453.33 236.02 1.14 5.00 453.07 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7788E+02 EXCESS= .0000E+00 OUTFLOW= .7788E+02 BASIN STORAGE= .9901E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .81 395.40 236.24 .99 5.00 394.94 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6766E+02 EXCESS= .0000E+00 OUTFLOW= .6766E+02 BASIN STORAGE= .1091E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR02A MANE .86 347.71 235.92 .87 5.00 346.90 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5928E+02 EXCESS= .0000E+00 OUTFLOW= .5928E+02 BASIN STORAGE= .1020E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .68 704.66 230.51 1.60 5.00 703.83 230.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+03 EXCESS= .0000E+00 OUTFLOW= .1235E+03 BASIN STORAGE= .1115E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .69 674.24 231.17 1.52 5.00 673.28 230.00 1.52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1179E+03 EXCESS= .0000E+00 OUTFLOW= .1179E+03 BASIN STORAGE= .1142E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .71 631.37 230.98 1.42 5.00 630.14 230.00 1.42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1102E+03 EXCESS= .0000E+00 OUTFLOW= .1102E+03 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .73 587.27 231.22 1.32 5.00 586.32 235.00 1.32

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1024E+03 EXCESS= .0000E+00 OUTFLOW= .1024E+03 BASIN STORAGE= .1049E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .75 554.36 231.40 1.25 5.00 554.20 235.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9650E+02 EXCESS= .0000E+00 OUTFLOW= .9650E+02 BASIN STORAGE= .1056E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .78 495.05 235.04 1.11 5.00 495.04 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8586E+02 EXCESS= .0000E+00 OUTFLOW= .8587E+02 BASIN STORAGE= .1027E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .83 431.01 235.18 .96 5.00 430.90 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7444E+02 EXCESS= .0000E+00 OUTFLOW= .7444E+02 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14A MANE .87 378.30 235.61 .84 5.00 377.93 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6509E+02 EXCESS= .0000E+00 OUTFLOW= .6509E+02 BASIN STORAGE= .1057E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 126.67 250.00 1.73 5.00 126.67 250.00 1.73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2259E+02 EXCESS= .0000E+00 OUTFLOW= .2259E+02 BASIN STORAGE= .1579E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 121.63 250.00 1.65 5.00 121.63 250.00 1.65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2162E+02 EXCESS= .0000E+00 OUTFLOW= .2162E+02 BASIN STORAGE= .2108E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 114.59 250.00 1.55 5.00 114.59 250.00 1.55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2028E+02 EXCESS= .0000E+00 OUTFLOW= .2028E+02 BASIN STORAGE= .2032E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 107.36 250.00 1.45 5.00 107.36 250.00 1.45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1890E+02 EXCESS= .0000E+00 OUTFLOW= .1891E+02 BASIN STORAGE= .1916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 101.93 250.00 1.37 5.00 101.93 250.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1788E+02 EXCESS= .0000E+00 OUTFLOW= .1788E+02 BASIN STORAGE= .1856E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 91.97 250.00 1.23 5.00 91.97 250.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1602E+02 EXCESS= .0000E+00 OUTFLOW= .1602E+02 BASIN STORAGE= .1695E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 81.07 250.00 1.07 5.00 81.07 250.00 1.07

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1400E+02 EXCESS= .0000E+00 OUTFLOW= .1401E+02 BASIN STORAGE= .2052E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RSA13-CA MANE 5.00 71.99 250.00 .95 5.00 71.99 250.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1235E+02 EXCESS= .0000E+00 OUTFLOW= .1235E+02 BASIN STORAGE= .1879E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 28.12 250.00 .27 5.00 28.12 250.00 .27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5234E+01 EXCESS= .0000E+00 OUTFLOW= .5235E+01 BASIN STORAGE= .8312E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 26.92 250.00 .26 5.00 26.92 250.00 .26

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4992E+01 EXCESS= .0000E+00 OUTFLOW= .4993E+01 BASIN STORAGE= .8112E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 25.24 250.00 .24 5.00 25.24 250.00 .24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4657E+01 EXCESS= .0000E+00 OUTFLOW= .4658E+01 BASIN STORAGE= .7914E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 23.53 250.00 .22 5.00 23.53 250.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4317E+01 EXCESS= .0000E+00 OUTFLOW= .4317E+01 BASIN STORAGE= .7564E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 22.24 250.00 .21 5.00 22.24 250.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4064E+01 EXCESS= .0000E+00 OUTFLOW= .4064E+01 BASIN STORAGE= .7339E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 19.89 250.00 .19 5.00 19.89 250.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3606E+01 EXCESS= .0000E+00 OUTFLOW= .3606E+01 BASIN STORAGE= .8221E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 17.32 250.00 .16 5.00 17.32 250.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3116E+01 EXCESS= .0000E+00 OUTFLOW= .3116E+01 BASIN STORAGE= .7603E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW40AN MANE 5.00 15.19 250.00 .14 5.00 15.19 250.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2716E+01 EXCESS= .0000E+00 OUTFLOW= .2717E+01 BASIN STORAGE= .7055E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .67 749.87 231.21 1.33 5.00 749.07 230.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1332E+03 EXCESS= .0000E+00 OUTFLOW= .1332E+03 BASIN STORAGE= .1047E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .69 717.20 231.26 1.27 5.00 716.23 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1271E+03 EXCESS= .0000E+00 OUTFLOW= .1271E+03 BASIN STORAGE= .1154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .70 671.21 231.15 1.19 5.00 670.50 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1188E+03 EXCESS= .0000E+00 OUTFLOW= .1188E+03 BASIN STORAGE= .1152E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .73 624.29 235.03 1.10 5.00 624.29 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1103E+03 EXCESS= .0000E+00 OUTFLOW= .1103E+03 BASIN STORAGE= .1162E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .74 589.74 235.22 1.04 5.00 589.72 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1040E+03 EXCESS= .0000E+00 OUTFLOW= .1040E+03 BASIN STORAGE= .1060E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .78 526.39 235.27 .93 5.00 526.29 235.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9246E+02 EXCESS= .0000E+00 OUTFLOW= .9246E+02 BASIN STORAGE= .1048E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .82 457.86 235.63 .80 5.00 457.53 235.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8011E+02 EXCESS= .0000E+00 OUTFLOW= .8011E+02 BASIN STORAGE= .1165E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14B MANE .87 401.09 235.41 .70 5.00 400.67 235.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7001E+02 EXCESS= .0000E+00 OUTFLOW= .7001E+02 BASIN STORAGE= .1167E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 90.76 245.00 1.46 5.00 90.76 245.00 1.46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+02 EXCESS= .0000E+00 OUTFLOW= .1376E+02 BASIN STORAGE= .2881E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 86.66 245.00 1.39 5.00 86.66 245.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1310E+02 EXCESS= .0000E+00 OUTFLOW= .1310E+02 BASIN STORAGE= .2809E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 80.96 245.00 1.29 5.00 80.96 245.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1218E+02 EXCESS= .0000E+00 OUTFLOW= .1219E+02 BASIN STORAGE= .2631E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 75.11 245.00 1.19 5.00 75.11 245.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1126E+02 EXCESS= .0000E+00 OUTFLOW= .1126E+02 BASIN STORAGE= .2526E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 70.73 245.00 1.12 5.00 70.73 245.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1057E+02 EXCESS= .0000E+00 OUTFLOW= .1057E+02 BASIN STORAGE= .2412E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 62.71 245.00 .99 5.00 62.71 245.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9322E+01 EXCESS= .0000E+00 OUTFLOW= .9325E+01 BASIN STORAGE= .2206E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 53.99 245.00 .85 5.00 53.99 245.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7990E+01 EXCESS= .0000E+00 OUTFLOW= .7992E+01 BASIN STORAGE= .2714E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR01A MANE 5.00 46.79 245.00 .73 5.00 46.79 245.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6907E+01 EXCESS= .0000E+00 OUTFLOW= .6909E+01 BASIN STORAGE= .2466E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.38 191.09 235.88 1.28 5.00 190.76 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2967E+02 EXCESS= .0000E+00 OUTFLOW= .2966E+02 BASIN STORAGE= .2396E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.43 181.32 235.98 1.21 5.00 180.92 235.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2813E+02 EXCESS= .0000E+00 OUTFLOW= .2813E+02 BASIN STORAGE= .2462E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.51 167.76 235.85 1.12 5.00 167.31 235.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2603E+02 EXCESS= .0000E+00 OUTFLOW= .2602E+02 BASIN STORAGE= .2452E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.60 154.03 236.23 1.03 5.00 153.39 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2389E+02 EXCESS= .0000E+00 OUTFLOW= .2388E+02 BASIN STORAGE= .2272E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.67 144.11 237.45 .96 5.00 143.62 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2231E+02 EXCESS= .0000E+00 OUTFLOW= .2231E+02 BASIN STORAGE= .2415E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 2.82 125.61 239.60 .84 5.00 125.45 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1947E+02 EXCESS= .0000E+00 OUTFLOW= .1947E+02 BASIN STORAGE= .2297E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 3.02 106.05 238.44 .71 5.00 105.99 240.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1646E+02 EXCESS= .0000E+00 OUTFLOW= .1646E+02 BASIN STORAGE= .2288E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFR02C MANE 3.22 90.31 241.17 .60 5.00 90.15 240.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1403E+02 EXCESS= .0000E+00 OUTFLOW= .1403E+02 BASIN STORAGE= .2472E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .74 961.07 234.97 1.33 5.00 961.05 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1680E+03 EXCESS= .0000E+00 OUTFLOW= .1680E+03 BASIN STORAGE= .1398E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .75 917.86 234.82 1.27 5.00 917.80 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1602E+03 EXCESS= .0000E+00 OUTFLOW= .1602E+03 BASIN STORAGE= .1328E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .77 857.92 235.06 1.18 5.00 857.87 235.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1494E+03 EXCESS= .0000E+00 OUTFLOW= .1494E+03 BASIN STORAGE= .1315E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .79 796.37 235.80 1.10 5.00 796.32 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1385E+03 EXCESS= .0000E+00 OUTFLOW= .1385E+03 BASIN STORAGE= .1279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .81 750.76 235.74 1.03 5.00 750.44 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1303E+03 EXCESS= .0000E+00 OUTFLOW= .1303E+03 BASIN STORAGE= .1352E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .85 666.32 235.28 .92 5.00 665.92 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1155E+03 EXCESS= .0000E+00 OUTFLOW= .1155E+03 BASIN STORAGE= .1410E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .90 576.21 235.89 .79 5.00 575.06 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9970E+02 EXCESS= .0000E+00 OUTFLOW= .9970E+02 BASIN STORAGE= .1363E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA14C MANE .96 501.47 236.01 .69 5.00 499.91 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8678E+02 EXCESS= .0000E+00 OUTFLOW= .8678E+02 BASIN STORAGE= .1397E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .74 982.43 234.87 1.33 5.00 982.34 235.00 1.33

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1726E+03 EXCESS= .0000E+00 OUTFLOW= .1726E+03 BASIN STORAGE= .1404E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .75 938.08 234.72 1.27 5.00 937.99 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1645E+03 EXCESS= .0000E+00 OUTFLOW= .1645E+03 BASIN STORAGE= .1331E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .77 876.72 234.95 1.19 5.00 876.71 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1534E+03 EXCESS= .0000E+00 OUTFLOW= .1534E+03 BASIN STORAGE= .1432E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .80 813.74 235.68 1.10 5.00 813.60 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1422E+03 EXCESS= .0000E+00 OUTFLOW= .1422E+03 BASIN STORAGE= .1318E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .82 766.88 235.63 1.03 5.00 766.53 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1338E+03 EXCESS= .0000E+00 OUTFLOW= .1338E+03 BASIN STORAGE= .1347E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .86 680.46 236.03 .92 5.00 679.98 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1186E+03 EXCESS= .0000E+00 OUTFLOW= .1186E+03 BASIN STORAGE= .1427E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .91 587.90 235.77 .79 5.00 586.80 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+03 EXCESS= .0000E+00 OUTFLOW= .1023E+03 BASIN STORAGE= .1405E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16A MANE .96 511.35 235.91 .69 5.00 509.81 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8903E+02 EXCESS= .0000E+00 OUTFLOW= .8903E+02 BASIN STORAGE= .1325E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.52 65.21 234.79 1.38 5.00 65.19 235.00 1.38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+02 EXCESS= .0000E+00 OUTFLOW= .1176E+02 BASIN STORAGE= .7260E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.57 61.90 233.22 1.31 5.00 61.88 235.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1118E+02 EXCESS= .0000E+00 OUTFLOW= .1119E+02 BASIN STORAGE= .6411E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.66 57.54 237.61 1.22 5.00 57.46 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1039E+02 EXCESS= .0000E+00 OUTFLOW= .1039E+02 BASIN STORAGE= .7171E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.75 53.13 237.61 1.12 5.00 53.04 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9591E+01 EXCESS= .0000E+00 OUTFLOW= .9591E+01 BASIN STORAGE= .6513E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.83 49.86 241.38 1.05 5.00 49.84 240.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8996E+01 EXCESS= .0000E+00 OUTFLOW= .8997E+01 BASIN STORAGE= .6551E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 4.98 44.09 243.80 .93 5.00 44.01 240.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7917E+01 EXCESS= .0000E+00 OUTFLOW= .7918E+01 BASIN STORAGE= .7041E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 5.00 38.08 245.00 .79 5.00 38.08 245.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6766E+01 EXCESS= .0000E+00 OUTFLOW= .6766E+01 BASIN STORAGE= .7056E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AN MANE 5.00 32.94 245.00 .68 5.00 32.94 245.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5826E+01 EXCESS= .0000E+00 OUTFLOW= .5826E+01 BASIN STORAGE= .6502E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .75 1068.67 234.77 1.34 5.00 1068.50 235.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1886E+03 EXCESS= .0000E+00 OUTFLOW= .1886E+03 BASIN STORAGE= .1473E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .77 1019.83 234.57 1.27 5.00 1019.74 235.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1798E+03 EXCESS= .0000E+00 OUTFLOW= .1798E+03 BASIN STORAGE= .1412E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .79 952.47 235.51 1.19 5.00 952.45 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1676E+03 EXCESS= .0000E+00 OUTFLOW= .1676E+03 BASIN STORAGE= .1489E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .81 883.49 235.36 1.10 5.00 883.25 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1552E+03 EXCESS= .0000E+00 OUTFLOW= .1552E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .83 831.96 235.23 1.03 5.00 831.69 235.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1460E+03 EXCESS= .0000E+00 OUTFLOW= .1460E+03 BASIN STORAGE= .1516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .88 737.53 235.46 .92 5.00 736.93 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1293E+03 EXCESS= .0000E+00 OUTFLOW= .1293E+03 BASIN STORAGE= .1420E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .93 636.41 235.90 .79 5.00 635.05 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1115E+03 EXCESS= .0000E+00 OUTFLOW= .1115E+03 BASIN STORAGE= .1359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCSA16B MANE .98 552.32 236.90 .69 5.00 551.18 240.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9691E+02 EXCESS= .0000E+00 OUTFLOW= .9691E+02 BASIN STORAGE= .1496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .81 1117.22 231.13 1.34 5.00 1116.91 230.00 1.34

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1984E+03 EXCESS= .0000E+00 OUTFLOW= .1984E+03 BASIN STORAGE= .1468E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .82 1065.37 231.46 1.28 5.00 1064.84 230.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1890E+03 EXCESS= .0000E+00 OUTFLOW= .1890E+03 BASIN STORAGE= .1528E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .84 993.85 234.60 1.19 5.00 993.69 235.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1762E+03 EXCESS= .0000E+00 OUTFLOW= .1762E+03 BASIN STORAGE= .1471E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .87 921.44 234.82 1.10 5.00 921.41 235.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+03 EXCESS= .0000E+00 OUTFLOW= .1632E+03 BASIN STORAGE= .1496E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .89 867.63 235.18 1.04 5.00 867.49 235.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1535E+03 EXCESS= .0000E+00 OUTFLOW= .1535E+03 BASIN STORAGE= .1547E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .93 768.89 235.59 .92 5.00 768.41 235.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1359E+03 EXCESS= .0000E+00 OUTFLOW= .1359E+03 BASIN STORAGE= .1543E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE .99 662.96 236.12 .79 5.00 661.88 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1171E+03 EXCESS= .0000E+00 OUTFLOW= .1171E+03 BASIN STORAGE= .1633E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03B MANE 1.05 575.08 236.32 .69 5.00 573.33 235.00 .69

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1017E+03 EXCESS= .0000E+00 OUTFLOW= .1017E+03 BASIN STORAGE= .1678E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.26 6542.18 240.16 1.27 5.00 6538.92 240.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1067E+04 EXCESS= .0000E+00 OUTFLOW= .1067E+04 BASIN STORAGE= .5087E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.28 6204.44 240.13 1.21 5.00 6201.50 240.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1014E+04 EXCESS= .0000E+00 OUTFLOW= .1014E+04 BASIN STORAGE= .5280E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.32 5743.48 241.05 1.12 5.00 5733.19 240.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9395E+03 EXCESS= .0000E+00 OUTFLOW= .9394E+03 BASIN STORAGE= .5251E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.37 5272.40 241.25 1.03 5.00 5258.60 240.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8645E+03 EXCESS= .0000E+00 OUTFLOW= .8645E+03 BASIN STORAGE= .5471E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.41 4930.38 242.17 .97 5.00 4910.83 245.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8095E+03 EXCESS= .0000E+00 OUTFLOW= .8094E+03 BASIN STORAGE= .5099E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.49 4301.32 242.47 .85 5.00 4291.71 245.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7101E+03 EXCESS= .0000E+00 OUTFLOW= .7101E+03 BASIN STORAGE= .4924E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.59 3647.12 244.92 .72 5.00 3646.47 245.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6057E+03 EXCESS= .0000E+00 OUTFLOW= .6056E+03 BASIN STORAGE= .5462E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.69 3128.47 245.03 .62 5.00 3128.31 245.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5217E+03 EXCESS= .0000E+00 OUTFLOW= .5217E+03 BASIN STORAGE= .5376E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 115.99 235.00 -1.00 5.00 115.99 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 109.82 235.00 -1.00 5.00 109.82 235.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 101.29 240.00 -1.00 5.00 101.29 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 92.99 240.00 -1.00 5.00 92.99 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 86.81 240.00 -1.00 5.00 86.81 240.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 76.13 250.00 -1.00 5.00 76.13 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 65.00 250.00 -1.00 5.00 65.00 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RDFW41AE MANE 5.00 55.98 250.00 -1.00 5.00 55.98 250.00 -1.00

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.19 15591.02 240.85 .21 5.00 15548.71 240.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2618E+04 EXCESS= .0000E+00 OUTFLOW= .2618E+04 BASIN STORAGE= .7765E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.22 14825.96 240.89 .20 5.00 14778.97 240.00 .20

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2495E+04 EXCESS= .0000E+00 OUTFLOW= .2495E+04 BASIN STORAGE= .7081E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.25 13837.22 241.47 .19 5.00 13767.25 240.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2325E+04 EXCESS= .0000E+00 OUTFLOW= .2325E+04 BASIN STORAGE= .6204E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.29 12819.96 241.26 .18 5.00 12768.73 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2153E+04 EXCESS= .0000E+00 OUTFLOW= .2153E+04 BASIN STORAGE= .5191E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.32 12045.24 242.17 .17 5.00 12032.64 245.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2023E+04 EXCESS= .0000E+00 OUTFLOW= .2023E+04 BASIN STORAGE= .4468E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.39 10698.28 245.40 .15 5.00 10689.84 245.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1787E+04 EXCESS= .0000E+00 OUTFLOW= .1787E+04 BASIN STORAGE= .2919E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.47 9227.40 247.04 .13 5.00 9189.40 245.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1532E+04 EXCESS= .0000E+00 OUTFLOW= .1532E+04 BASIN STORAGE= .6643E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.56 7974.85 248.16 .11 5.00 7956.18 250.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1323E+04 EXCESS= .0000E+00 OUTFLOW= .1323E+04 BASIN STORAGE= .7581E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.57 15634.15 244.50 .22 5.00 15601.80 245.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2641E+04 EXCESS= .0000E+00 OUTFLOW= .2641E+04 BASIN STORAGE= .1303E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.62 14868.87 243.98 .21 5.00 14835.92 245.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2516E+04 EXCESS= .0000E+00 OUTFLOW= .2516E+04 BASIN STORAGE= .1184E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.69 13892.12 245.19 .19 5.00 13889.56 245.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2346E+04 EXCESS= .0000E+00 OUTFLOW= .2346E+04 BASIN STORAGE= .1032E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.77 12852.67 246.81 .18 5.00 12850.28 245.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2172E+04 EXCESS= .0000E+00 OUTFLOW= .2172E+04 BASIN STORAGE= .8576E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.84 12112.35 246.72 .17 5.00 12075.81 245.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2040E+04 EXCESS= .0000E+00 OUTFLOW= .2040E+04 BASIN STORAGE= .7341E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.97 10740.07 246.11 .15 5.00 10691.30 245.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1802E+04 EXCESS= .0000E+00 OUTFLOW= .1802E+04 BASIN STORAGE= .4717E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.14 9260.36 247.98 .13 5.00 9234.10 250.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1545E+04 EXCESS= .0000E+00 OUTFLOW= .1545E+04 BASIN STORAGE= .1050E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.32 7997.19 251.98 .11 5.00 7981.94 250.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1334E+04 EXCESS= .0000E+00 OUTFLOW= .1334E+04 BASIN STORAGE= .1057E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.30 15738.99 245.14 .22 5.00 15724.91 245.00 .22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2672E+04 EXCESS= .0000E+00 OUTFLOW= .2672E+04 BASIN STORAGE= .2323E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.38 14944.19 245.52 .21 5.00 14894.31 245.00 .21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2545E+04 EXCESS= .0000E+00 OUTFLOW= .2545E+04 BASIN STORAGE= .2113E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.50 13965.79 247.30 .19 5.00 13870.99 250.00 .19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2372E+04 EXCESS= .0000E+00 OUTFLOW= .2373E+04 BASIN STORAGE= .1844E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.63 12937.14 250.14 .18 5.00 12934.44 250.00 .18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2197E+04 EXCESS= .0000E+00 OUTFLOW= .2197E+04 BASIN STORAGE= .1535E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.74 12119.33 251.42 .17 5.00 12106.88 250.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2062E+04 EXCESS= .0000E+00 OUTFLOW= .2062E+04 BASIN STORAGE= .1315E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.97 10730.08 248.51 .15 5.00 10728.81 250.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1822E+04 EXCESS= .0000E+00 OUTFLOW= .1822E+04 BASIN STORAGE= .8488E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 9293.46 255.00 .13 5.00 9293.46 255.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1562E+04 EXCESS= .0000E+00 OUTFLOW= .1562E+04 BASIN STORAGE= .2273E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 8051.26 255.00 .11 5.00 8051.26 255.00 .11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1348E+04 EXCESS= .0000E+00 OUTFLOW= .1348E+04 BASIN STORAGE= .2073E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 3.75 184.53 236.30 1.09 5.00 184.16 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2699E+02 EXCESS= .0000E+00 OUTFLOW= .2698E+02 BASIN STORAGE= .1652E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 3.82 174.32 236.70 1.02 5.00 174.00 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2546E+02 EXCESS= .0000E+00 OUTFLOW= .2546E+02 BASIN STORAGE= .1412E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 3.92 160.67 235.15 .94 5.00 160.52 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2336E+02 EXCESS= .0000E+00 OUTFLOW= .2336E+02 BASIN STORAGE= .1672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 4.03 146.15 233.89 .86 5.00 146.13 235.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2126E+02 EXCESS= .0000E+00 OUTFLOW= .2126E+02 BASIN STORAGE= .1312E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 4.13 135.78 235.20 .79 5.00 135.57 235.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1970E+02 EXCESS= .0000E+00 OUTFLOW= .1970E+02 BASIN STORAGE= .1339E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 4.32 116.62 237.69 .68 5.00 115.94 235.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1693E+02 EXCESS= .0000E+00 OUTFLOW= .1693E+02 BASIN STORAGE= .1521E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 4.58 96.65 238.14 .56 5.00 95.87 240.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1402E+02 EXCESS= .0000E+00 OUTFLOW= .1402E+02 BASIN STORAGE= .1607E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RFW35 MANE 4.84 80.47 237.35 .47 5.00 79.99 240.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1171E+02 EXCESS= .0000E+00 OUTFLOW= .1171E+02 BASIN STORAGE= .1531E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.27 301.37 235.05 1.06 5.00 301.35 235.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4196E+02 EXCESS= .0000E+00 OUTFLOW= .4196E+02 BASIN STORAGE= .1227E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.34 286.05 234.12 1.00 5.00 284.30 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3957E+02 EXCESS= .0000E+00 OUTFLOW= .3957E+02 BASIN STORAGE= .9053E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.43 262.23 234.74 .91 5.00 261.76 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3627E+02 EXCESS= .0000E+00 OUTFLOW= .3627E+02 BASIN STORAGE= .1129E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.54 237.07 235.82 .83 5.00 236.91 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3294E+02 EXCESS= .0000E+00 OUTFLOW= .3294E+02 BASIN STORAGE= .1235E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.62 220.08 235.73 .77 5.00 219.82 235.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3051E+02 EXCESS= .0000E+00 OUTFLOW= .3052E+02 BASIN STORAGE= .1173E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 4.80 189.64 235.35 .66 5.00 189.40 235.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2615E+02 EXCESS= .0000E+00 OUTFLOW= .2615E+02 BASIN STORAGE= .1055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 5.00 157.04 235.00 .54 5.00 157.04 235.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2158E+02 EXCESS= .0000E+00 OUTFLOW= .2159E+02 BASIN STORAGE= .9529E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB2 MANE 5.00 130.33 235.00 .45 5.00 130.33 235.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1797E+02 EXCESS= .0000E+00 OUTFLOW= .1797E+02 BASIN STORAGE= .1270E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 98.90 235.00 1.14 5.00 98.90 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1177E+02 EXCESS= .0000E+00 OUTFLOW= .1177E+02 BASIN STORAGE= .2516E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 93.63 235.00 1.08 5.00 93.63 235.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1112E+02 EXCESS= .0000E+00 OUTFLOW= .1112E+02 BASIN STORAGE= .2452E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 86.30 235.00 .99 5.00 86.30 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+02 EXCESS= .0000E+00 OUTFLOW= .1023E+02 BASIN STORAGE= .2359E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 78.81 235.00 .91 5.00 78.81 235.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9329E+01 EXCESS= .0000E+00 OUTFLOW= .9331E+01 BASIN STORAGE= .3304E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 73.22 235.00 .84 5.00 73.22 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8666E+01 EXCESS= .0000E+00 OUTFLOW= .8669E+01 BASIN STORAGE= .3141E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 63.05 235.00 .73 5.00 63.05 235.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7480E+01 EXCESS= .0000E+00 OUTFLOW= .7484E+01 BASIN STORAGE= .2896E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 52.83 240.00 .61 5.00 52.83 240.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6234E+01 EXCESS= .0000E+00 OUTFLOW= .6236E+01 BASIN STORAGE= .2704E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RB3 MANE 5.00 44.77 240.00 .51 5.00 44.77 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5239E+01 EXCESS= .0000E+00 OUTFLOW= .5241E+01 BASIN STORAGE= .2383E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 564.67 240.00 1.14 5.00 564.67 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8349E+02 EXCESS= .0000E+00 OUTFLOW= .8350E+02 BASIN STORAGE= .1733E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 534.56 240.00 1.08 5.00 534.56 240.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7891E+02 EXCESS= .0000E+00 OUTFLOW= .7892E+02 BASIN STORAGE= .1681E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 492.29 240.00 .99 5.00 492.29 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7260E+02 EXCESS= .0000E+00 OUTFLOW= .7261E+02 BASIN STORAGE= .1608E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 447.49 240.00 .90 5.00 447.49 240.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6619E+02 EXCESS= .0000E+00 OUTFLOW= .6619E+02 BASIN STORAGE= .1669E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 415.82 245.00 .84 5.00 415.82 245.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6154E+02 EXCESS= .0000E+00 OUTFLOW= .6154E+02 BASIN STORAGE= .1607E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 361.15 245.00 .72 5.00 361.15 245.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5311E+02 EXCESS= .0000E+00 OUTFLOW= .5311E+02 BASIN STORAGE= .1490E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 302.48 245.00 .60 5.00 302.48 245.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4424E+02 EXCESS= .0000E+00 OUTFLOW= .4425E+02 BASIN STORAGE= .1822E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB4 MANE 5.00 254.29 245.00 .51 5.00 254.29 245.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3719E+02 EXCESS= .0000E+00 OUTFLOW= .3719E+02 BASIN STORAGE= .1613E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 3.65 195.78 230.26 1.09 5.00 195.58 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2600E+02 EXCESS= .0000E+00 OUTFLOW= .2600E+02 BASIN STORAGE= .4417E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 3.70 185.80 229.21 1.02 5.00 185.39 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2453E+02 EXCESS= .0000E+00 OUTFLOW= .2453E+02 BASIN STORAGE= .5285E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 3.76 170.80 229.35 .94 5.00 170.51 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2251E+02 EXCESS= .0000E+00 OUTFLOW= .2251E+02 BASIN STORAGE= .4760E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 3.83 155.50 229.85 .86 5.00 155.44 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2048E+02 EXCESS= .0000E+00 OUTFLOW= .2048E+02 BASIN STORAGE= .5722E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 3.89 144.45 229.45 .79 5.00 144.27 230.00 .79

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1898E+02 EXCESS= .0000E+00 OUTFLOW= .1898E+02 BASIN STORAGE= .5768E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 4.01 123.69 228.51 .68 5.00 123.62 230.00 .68

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1631E+02 EXCESS= .0000E+00 OUTFLOW= .1631E+02 BASIN STORAGE= .4166E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 4.16 102.73 229.05 .56 5.00 102.68 230.00 .56

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1351E+02 EXCESS= .0000E+00 OUTFLOW= .1351E+02 BASIN STORAGE= .4726E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB5 MANE 4.32 85.39 233.21 .47 5.00 85.24 230.00 .47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1128E+02 EXCESS= .0000E+00 OUTFLOW= .1128E+02 BASIN STORAGE= .4156E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .50 883.90 235.68 1.14 5.00 880.91 240.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1323E+03 EXCESS= .0000E+00 OUTFLOW= .1323E+03 BASIN STORAGE= .8429E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .51 836.36 235.82 1.08 5.00 834.91 240.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1251E+03 EXCESS= .0000E+00 OUTFLOW= .1251E+03 BASIN STORAGE= .8395E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .53 769.73 240.01 .99 5.00 769.73 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1150E+03 EXCESS= .0000E+00 OUTFLOW= .1150E+03 BASIN STORAGE= .8727E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .55 701.56 240.20 .90 5.00 701.49 240.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1049E+03 EXCESS= .0000E+00 OUTFLOW= .1049E+03 BASIN STORAGE= .8768E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .57 652.66 240.40 .84 5.00 652.53 240.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9749E+02 EXCESS= .0000E+00 OUTFLOW= .9749E+02 BASIN STORAGE= .8363E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .60 564.72 240.24 .72 5.00 564.36 240.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8414E+02 EXCESS= .0000E+00 OUTFLOW= .8414E+02 BASIN STORAGE= .8628E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .65 470.36 240.29 .60 5.00 469.77 240.00 .60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7009E+02 EXCESS= .0000E+00 OUTFLOW= .7009E+02 BASIN STORAGE= .8672E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB6 MANE .70 393.65 240.75 .51 5.00 392.31 240.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5890E+02 EXCESS= .0000E+00 OUTFLOW= .5890E+02 BASIN STORAGE= .8405E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 3.58 202.29 239.82 1.19 5.00 202.27 240.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3234E+02 EXCESS= .0000E+00 OUTFLOW= .3234E+02 BASIN STORAGE= .3779E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 3.66 191.48 241.34 1.12 5.00 191.11 240.00 1.13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3060E+02 EXCESS= .0000E+00 OUTFLOW= .3060E+02 BASIN STORAGE= .3621E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 3.77 176.85 241.53 1.04 5.00 176.42 240.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2820E+02 EXCESS= .0000E+00 OUTFLOW= .2820E+02 BASIN STORAGE= .4105E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 3.91 162.12 242.29 .95 5.00 161.74 240.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2578E+02 EXCESS= .0000E+00 OUTFLOW= .2578E+02 BASIN STORAGE= .4179E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 4.02 151.17 241.14 .88 5.00 150.45 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2399E+02 EXCESS= .0000E+00 OUTFLOW= .2399E+02 BASIN STORAGE= .3351E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 4.25 131.24 242.33 .76 5.00 130.41 240.00 .76

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2078E+02 EXCESS= .0000E+00 OUTFLOW= .2078E+02 BASIN STORAGE= .4025E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 4.56 110.02 241.70 .64 5.00 109.62 245.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1739E+02 EXCESS= .0000E+00 OUTFLOW= .1740E+02 BASIN STORAGE= .3359E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RM1 MANE 4.88 93.13 243.94 .54 5.00 92.82 245.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1468E+02 EXCESS= .0000E+00 OUTFLOW= .1469E+02 BASIN STORAGE= .3586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.02 330.80 241.49 .99 5.00 329.19 240.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5204E+02 EXCESS= .0000E+00 OUTFLOW= .5204E+02 BASIN STORAGE= .4235E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.09 311.25 241.31 .93 5.00 310.01 240.00 .93

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4899E+02 EXCESS= .0000E+00 OUTFLOW= .4900E+02 BASIN STORAGE= .3798E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.21 284.79 243.62 .85 5.00 283.49 245.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4481E+02 EXCESS= .0000E+00 OUTFLOW= .4482E+02 BASIN STORAGE= .3686E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.33 258.87 243.30 .77 5.00 257.37 245.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4062E+02 EXCESS= .0000E+00 OUTFLOW= .4062E+02 BASIN STORAGE= .4315E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.44 238.55 244.35 .72 5.00 238.09 245.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3754E+02 EXCESS= .0000E+00 OUTFLOW= .3754E+02 BASIN STORAGE= .4335E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.67 202.75 242.20 .61 5.00 202.57 245.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3207E+02 EXCESS= .0000E+00 OUTFLOW= .3207E+02 BASIN STORAGE= .3436E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 3.98 165.90 246.72 .50 5.00 165.75 245.00 .50

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2636E+02 EXCESS= .0000E+00 OUTFLOW= .2636E+02 BASIN STORAGE= .4139E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM2 MANE 4.30 137.31 244.85 .42 5.00 137.30 245.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2185E+02 EXCESS= .0000E+00 OUTFLOW= .2185E+02 BASIN STORAGE= .3916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.03 428.07 239.26 1.00 5.00 427.76 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6814E+02 EXCESS= .0000E+00 OUTFLOW= .6814E+02 BASIN STORAGE= .4715E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.10 403.50 238.88 .94 5.00 403.20 240.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6415E+02 EXCESS= .0000E+00 OUTFLOW= .6416E+02 BASIN STORAGE= .4274E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.22 368.66 241.20 .86 5.00 368.56 240.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5870E+02 EXCESS= .0000E+00 OUTFLOW= .5870E+02 BASIN STORAGE= .4116E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.34 334.05 240.70 .78 5.00 333.54 240.00 .78

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5322E+02 EXCESS= .0000E+00 OUTFLOW= .5322E+02 BASIN STORAGE= .4875E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.45 308.17 241.76 .72 5.00 307.69 240.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4920E+02 EXCESS= .0000E+00 OUTFLOW= .4920E+02 BASIN STORAGE= .4799E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.68 262.95 242.79 .62 5.00 262.04 240.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4204E+02 EXCESS= .0000E+00 OUTFLOW= .4204E+02 BASIN STORAGE= .4024E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 3.99 214.70 243.41 .51 5.00 213.52 245.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3457E+02 EXCESS= .0000E+00 OUTFLOW= .3458E+02 BASIN STORAGE= .4784E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM3 MANE 4.32 176.41 245.97 .42 5.00 176.05 245.00 .42

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2867E+02 EXCESS= .0000E+00 OUTFLOW= .2867E+02 BASIN STORAGE= .4235E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 3.64 1441.86 240.10 1.11 5.00 1441.31 240.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2214E+03 EXCESS= .0000E+00 OUTFLOW= .2214E+03 BASIN STORAGE= .3418E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 3.71 1359.99 241.02 1.05 5.00 1357.90 240.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2091E+03 EXCESS= .0000E+00 OUTFLOW= .2091E+03 BASIN STORAGE= .3454E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 3.81 1253.15 240.31 .96 5.00 1251.21 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1922E+03 EXCESS= .0000E+00 OUTFLOW= .1922E+03 BASIN STORAGE= .4484E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 3.94 1139.75 240.08 .88 5.00 1139.20 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1751E+03 EXCESS= .0000E+00 OUTFLOW= .1751E+03 BASIN STORAGE= .3592E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 4.03 1055.73 242.05 .82 5.00 1050.77 240.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1626E+03 EXCESS= .0000E+00 OUTFLOW= .1626E+03 BASIN STORAGE= .4085E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 4.24 909.10 241.60 .70 5.00 903.61 245.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1402E+03 EXCESS= .0000E+00 OUTFLOW= .1402E+03 BASIN STORAGE= .3279E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 4.51 755.80 243.72 .59 5.00 751.67 245.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1166E+03 EXCESS= .0000E+00 OUTFLOW= .1166E+03 BASIN STORAGE= .4131E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM4 MANE 4.80 630.88 244.89 .49 5.00 630.61 245.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9787E+02 EXCESS= .0000E+00 OUTFLOW= .9788E+02 BASIN STORAGE= .3458E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 1553.05 250.00 1.12 5.00 1553.05 250.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2413E+03 EXCESS= .0000E+00 OUTFLOW= .2413E+03 BASIN STORAGE= .1781E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 1468.41 250.00 1.05 5.00 1468.41 250.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2279E+03 EXCESS= .0000E+00 OUTFLOW= .2280E+03 BASIN STORAGE= .1784E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 1349.36 250.00 .97 5.00 1349.36 250.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2096E+03 EXCESS= .0000E+00 OUTFLOW= .2096E+03 BASIN STORAGE= .1787E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 1227.35 250.00 .88 5.00 1227.35 250.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1910E+03 EXCESS= .0000E+00 OUTFLOW= .1910E+03 BASIN STORAGE= .1663E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 1136.98 250.00 .82 5.00 1136.98 250.00 .82

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1774E+03 EXCESS= .0000E+00 OUTFLOW= .1774E+03 BASIN STORAGE= .1665E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 975.34 255.00 .71 5.00 975.34 255.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1530E+03 EXCESS= .0000E+00 OUTFLOW= .1530E+03 BASIN STORAGE= .1970E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 812.66 255.00 .59 5.00 812.66 255.00 .59

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1274E+03 EXCESS= .0000E+00 OUTFLOW= .1274E+03 BASIN STORAGE= .1605E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCM6 MANE 5.00 675.85 255.00 .49 5.00 675.85 255.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1070E+03 EXCESS= .0000E+00 OUTFLOW= .1070E+03 BASIN STORAGE= .1932E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 132.88 225.00 1.14 5.00 132.88 225.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1597E+02 EXCESS= .0000E+00 OUTFLOW= .1597E+02 BASIN STORAGE= .1467E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 125.68 225.00 1.08 5.00 125.68 225.00 1.08

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1509E+02 EXCESS= .0000E+00 OUTFLOW= .1509E+02 BASIN STORAGE= .1423E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 115.73 225.00 .99 5.00 115.73 225.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1388E+02 EXCESS= .0000E+00 OUTFLOW= .1389E+02 BASIN STORAGE= .1360E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 105.62 225.00 .91 5.00 105.62 225.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1266E+02 EXCESS= .0000E+00 OUTFLOW= .1267E+02 BASIN STORAGE= .1294E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 98.41 230.00 .84 5.00 98.41 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1176E+02 EXCESS= .0000E+00 OUTFLOW= .1177E+02 BASIN STORAGE= .1244E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 85.51 230.00 .73 5.00 85.51 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1015E+02 EXCESS= .0000E+00 OUTFLOW= .1016E+02 BASIN STORAGE= .1201E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 71.73 230.00 .61 5.00 71.73 230.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8462E+01 EXCESS= .0000E+00 OUTFLOW= .8463E+01 BASIN STORAGE= .1070E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB7 MANE 5.00 60.52 230.00 .51 5.00 60.52 230.00 .51

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7112E+01 EXCESS= .0000E+00 OUTFLOW= .7113E+01 BASIN STORAGE= .9781E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 280.07 240.00 1.06 5.00 280.07 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3328E+02 EXCESS= .0000E+00 OUTFLOW= .3329E+02 BASIN STORAGE= .5126E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 264.92 240.00 1.00 5.00 264.92 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3138E+02 EXCESS= .0000E+00 OUTFLOW= .3139E+02 BASIN STORAGE= .5012E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 243.79 240.00 .92 5.00 243.79 240.00 .92

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2877E+02 EXCESS= .0000E+00 OUTFLOW= .2878E+02 BASIN STORAGE= .4787E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 222.12 240.00 .83 5.00 222.12 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2614E+02 EXCESS= .0000E+00 OUTFLOW= .2615E+02 BASIN STORAGE= .4526E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 205.87 240.00 .77 5.00 205.87 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2421E+02 EXCESS= .0000E+00 OUTFLOW= .2422E+02 BASIN STORAGE= .4396E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 176.10 240.00 .66 5.00 176.10 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2076E+02 EXCESS= .0000E+00 OUTFLOW= .2077E+02 BASIN STORAGE= .4371E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 143.72 240.00 .55 5.00 143.72 240.00 .55

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1716E+02 EXCESS= .0000E+00 OUTFLOW= .1716E+02 BASIN STORAGE= .3776E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCB8 MANE 5.00 120.68 245.00 .46 5.00 120.68 245.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1430E+02 EXCESS= .0000E+00 OUTFLOW= .1430E+02 BASIN STORAGE= .3535E-02 PERCENT ERROR= -.1

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.36 457.21 237.18 1.06 5.00 452.83 240.00 1.06

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5964E+02 EXCESS= .0000E+00 OUTFLOW= .5964E+02 BASIN STORAGE= .1940E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.39 430.68 237.47 1.00 5.00 427.77 240.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5622E+02 EXCESS= .0000E+00 OUTFLOW= .5622E+02 BASIN STORAGE= .1823E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.44 394.19 237.63 .91 5.00 392.83 240.00 .91

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5153E+02 EXCESS= .0000E+00 OUTFLOW= .5153E+02 BASIN STORAGE= .1925E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.50 357.41 240.71 .83 5.00 357.28 240.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4681E+02 EXCESS= .0000E+00 OUTFLOW= .4681E+02 BASIN STORAGE= .1753E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.54 331.13 240.34 .77 5.00 330.94 240.00 .77

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4334E+02 EXCESS= .0000E+00 OUTFLOW= .4334E+02 BASIN STORAGE= .1913E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.64 283.50 240.77 .66 5.00 282.52 240.00 .66

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3714E+02 EXCESS= .0000E+00 OUTFLOW= .3714E+02 BASIN STORAGE= .1936E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.77 232.71 242.72 .54 5.00 230.56 240.00 .54

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3067E+02 EXCESS= .0000E+00 OUTFLOW= .3067E+02 BASIN STORAGE= .1814E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB9 MANE 1.92 192.29 243.33 .45 5.00 190.37 245.00 .45

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2554E+02 EXCESS= .0000E+00 OUTFLOW= .2554E+02 BASIN STORAGE= .1916E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 3.97 186.60 230.41 .94 5.00 185.87 230.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2497E+02 EXCESS= .0000E+00 OUTFLOW= .2497E+02 BASIN STORAGE= .7324E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.03 175.34 229.95 .88 5.00 175.34 230.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2345E+02 EXCESS= .0000E+00 OUTFLOW= .2345E+02 BASIN STORAGE= .7525E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.13 159.81 231.15 .80 5.00 158.32 230.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2137E+02 EXCESS= .0000E+00 OUTFLOW= .2137E+02 BASIN STORAGE= .8077E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.23 144.33 232.86 .73 5.00 143.25 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1930E+02 EXCESS= .0000E+00 OUTFLOW= .1930E+02 BASIN STORAGE= .7964E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.32 133.08 233.37 .67 5.00 132.14 230.00 .67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1777E+02 EXCESS= .0000E+00 OUTFLOW= .1777E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.51 112.78 234.28 .57 5.00 112.12 235.00 .57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1506E+02 EXCESS= .0000E+00 OUTFLOW= .1506E+02 BASIN STORAGE= .7639E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 4.75 90.91 232.71 .46 5.00 90.24 235.00 .46

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1224E+02 EXCESS= .0000E+00 OUTFLOW= .1224E+02 BASIN STORAGE= .8663E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB10 MANE 5.00 74.45 235.00 .38 5.00 74.45 235.00 .38

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1005E+02 EXCESS= .0000E+00 OUTFLOW= .1005E+02 BASIN STORAGE= .7588E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.01 634.25 238.04 1.02 5.00 631.15 240.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8463E+02 EXCESS= .0000E+00 OUTFLOW= .8464E+02 BASIN STORAGE= .4882E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.09 595.83 237.81 .96 5.00 594.13 240.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7969E+02 EXCESS= .0000E+00 OUTFLOW= .7969E+02 BASIN STORAGE= .4596E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.20 543.83 240.37 .88 5.00 543.37 240.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7291E+02 EXCESS= .0000E+00 OUTFLOW= .7291E+02 BASIN STORAGE= .5622E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.33 491.70 240.08 .80 5.00 491.50 240.00 .80

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6612E+02 EXCESS= .0000E+00 OUTFLOW= .6613E+02 BASIN STORAGE= .4883E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.44 453.80 240.76 .74 5.00 452.25 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6112E+02 EXCESS= .0000E+00 OUTFLOW= .6113E+02 BASIN STORAGE= .5055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.66 386.48 241.84 .63 5.00 383.09 240.00 .63

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5222E+02 EXCESS= .0000E+00 OUTFLOW= .5223E+02 BASIN STORAGE= .4422E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 3.98 314.63 242.49 .52 5.00 312.70 245.00 .52

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4290E+02 EXCESS= .0000E+00 OUTFLOW= .4291E+02 BASIN STORAGE= .4773E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB10 MANE 4.31 259.64 245.49 .43 5.00 258.87 245.00 .43

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3558E+02 EXCESS= .0000E+00 OUTFLOW= .3559E+02 BASIN STORAGE= .5789E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 3.85 225.55 223.45 1.11 5.00 225.49 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2738E+02 EXCESS= .0000E+00 OUTFLOW= .2737E+02 BASIN STORAGE= .5503E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 3.90 213.72 225.97 1.05 5.00 212.26 225.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2584E+02 EXCESS= .0000E+00 OUTFLOW= .2584E+02 BASIN STORAGE= .4526E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 3.96 197.03 225.79 .96 5.00 195.60 225.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2374E+02 EXCESS= .0000E+00 OUTFLOW= .2373E+02 BASIN STORAGE= .4476E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 4.03 179.89 225.94 .88 5.00 178.30 225.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2162E+02 EXCESS= .0000E+00 OUTFLOW= .2162E+02 BASIN STORAGE= .6464E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 4.09 167.58 225.21 .81 5.00 167.05 225.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2007E+02 EXCESS= .0000E+00 OUTFLOW= .2006E+02 BASIN STORAGE= .4574E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 4.22 143.99 227.80 .70 5.00 143.31 225.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1728E+02 EXCESS= .0000E+00 OUTFLOW= .1728E+02 BASIN STORAGE= .5990E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 4.38 119.92 227.70 .58 5.00 118.44 225.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1434E+02 EXCESS= .0000E+00 OUTFLOW= .1434E+02 BASIN STORAGE= .5583E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RB12 MANE 4.54 100.56 226.81 .49 5.00 98.35 225.00 .49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1202E+02 EXCESS= .0000E+00 OUTFLOW= .1201E+02 BASIN STORAGE= .6001E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE .91 296.97 226.27 1.11 5.00 295.26 225.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3669E+02 EXCESS= .0000E+00 OUTFLOW= .3669E+02 BASIN STORAGE= .1176E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE .92 280.19 226.21 1.04 5.00 278.13 225.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3463E+02 EXCESS= .0000E+00 OUTFLOW= .3463E+02 BASIN STORAGE= .1144E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE .94 258.15 226.20 .96 5.00 255.97 225.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3181E+02 EXCESS= .0000E+00 OUTFLOW= .3180E+02 BASIN STORAGE= .1205E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE .96 235.32 226.60 .87 5.00 233.16 225.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2896E+02 EXCESS= .0000E+00 OUTFLOW= .2896E+02 BASIN STORAGE= .1101E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE .97 219.79 226.77 .81 5.00 217.68 225.00 .81

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2688E+02 EXCESS= .0000E+00 OUTFLOW= .2688E+02 BASIN STORAGE= .1158E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE 1.00 188.76 226.80 .70 5.00 186.87 225.00 .70

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2313E+02 EXCESS= .0000E+00 OUTFLOW= .2312E+02 BASIN STORAGE= .1147E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE 1.04 156.35 226.24 .58 5.00 154.51 230.00 .58

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1918E+02 EXCESS= .0000E+00 OUTFLOW= .1918E+02 BASIN STORAGE= .1148E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCB12 MANE 1.08 130.32 227.22 .48 5.00 129.60 230.00 .48

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1607E+02 EXCESS= .0000E+00 OUTFLOW= .1606E+02 BASIN STORAGE= .1178E-03 PERCENT ERROR= .0

 

 

 

*** NORMAL END OF HEC-1 ***