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

* * * *

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

* JUL 1997 * * HYDROLOGIC ENGINEERING CENTER *

* VERSION 4.1 * * 609 SECOND STREET *

* * * DAVIS, CALIFORNIA 95616 *

* RUN DATE 28JUL10 TIME 12:57:40 * * (916) 756-1104 *

* * * *

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

 

 

 

 

 

X X XXXXXXX XXXXX X

X X X X X XX

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X X X X 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 = FLM5BPB1.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20 ID USACOE SUBBASINS LU CARDS HAVE BEEN REPLACED BY LS CARDS IN THIS MODEL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 RR1

44 BA 4.225

45 PB 4.16

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 86.2

55 UD 0.443

*

56 KK RR2

57 BA 3.547

58 PB 4.18

59 LS 0 87.3

60 UD 0.545

*

61 KK RRR2

62 KM MUSKINGUM ROUTING UNSTABLE - USED MUSKINGUM-CUNGE

63 KM NATURAL WASH

64 RD 1700 0.076 0.04 0 TRAP 100 2

*

65 KK CRR2

66 KM COMBINE RR1 AND RR2

67 HC 2

*

68 KK RCRR2

69 KM ROUTE CRR2 THROUGH RR3 TO CRR3

70 KM NATURAL WASH

71 KM TRAVEL LENGTH = 15,850

72 KM SLOPE = 4.3%

73 KM N = 0.040

74 KM HYDRAULIC RADIUS = 1.5

75 KM VELOCITY = 16.2

76 RM 3 0.272 0.15

*

77 KK RR5

78 BA 7.132

79 PB 3.91

80 LS 0 88.3

81 UD 0.615

*

82 KK R-RR5

83 KM ROUTE RR5 THROUGH RR3 TO CRR3

84 KM NATURAL WASH

85 KM TRAVEL LENGTH = 10,700

86 KM SLOPE = 3.7%

87 KM N = 0.040

88 KM HYDRAULIC RADIUS = 1.5

89 KM VELOCITY = 15.0

90 RM 2 0.198 0.15

*

1 HEC-1 INPUT PAGE 3

 

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

 

91 KK RR3

92 BA 14.983

93 PB 3.82

94 LS 0 87.9

95 UD 0.761

*

96 KK CRR3

97 KM COMBINE CRR2, RR5, AND RR3

98 HC 3

*

99 KK RCRR3

100 KM ROUTE CRR3 THROUGH RR10 TO CRR10

101 KM NATURAL WASH

102 KM TRAVEL LENGTH = 20,700

103 KM SLOPE = 2.5%

104 KM N = 0.040

105 KM HYDRAULIC RADIUS = 1.5

106 KM VELOCITY = 12.3

107 RM 6 0.466 0.15

*

108 KK RR10

109 BA 8.775

110 PB 3.44

111 LS 0 86.7

112 UD 0.882

*

113 KK CRR10

114 KM COMBINE CRR3 AND RR10

115 HC 2

*

116 KK RCRR10

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

118 KM NATURAL WASH

119 KM TRAVEL LENGTH = 14,500

120 KM SLOPE = 2.1%

121 KM N = 0.040

122 KM HYDRAULIC RADIUS = 1.5

123 KM VELOCITY = 11.3

124 RM 4 0.356 0.15

*

125 KK RR12A

126 BA 5.821

127 PB 3.53

128 LS 0 88.1

129 UD 0.728

*

1 HEC-1 INPUT PAGE 4

 

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

 

130 KK R-RR12A

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

132 KM NATURAL WASH

133 KM TRAVEL LENGTH = 12,000

134 KM SLOPE = 2.6%

135 KM N = 0.040

136 KM HYDRAULIC RADIUS = 1.5

137 KM VELOCITY = 12.6

138 RM 3 0.265 0.15

*

139 KK 104A

140 BA 3.391

141 PB 3.34

142 LS 0 84.3

143 UD 0.801

*

144 KK C104A

145 KM COMBINE CRR10, RR12A, AND 104A

146 HC 3

*

147 KK RD1

148 BA 0.386

149 PB 3.51

150 LS 0 88.8

151 UD 0.190

*

152 KK R-RD1

153 KM ROUTE RD1 THROUGH RD2 TO CRD2

154 KM FUTURE CONCRETE CHANNEL

155 RD 5100 0.061 0.015 0 TRAP 12 2

*

156 KK RD2

157 BA 0.522

158 PB 3.42

159 LS 0 91.3

160 UD 0.166

*

161 KK CRD2

162 KM COMBINE RD1 AND RD2

163 HC 2

*

164 KK RCRD2

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

166 KM FUTURE CONCRETE CHANNEL

167 RD 4600 0.05 0.015 0 TRAP 12 2

*

1 HEC-1 INPUT PAGE 5

 

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

 

168 KK RD3

169 BA 0.330

170 PB 3.36

171 LS 0 89.5

172 UD 0.170

*

173 KK CRD3

174 KM COMBINE CRD2 AND RD3

175 HC 2

*

176 KK RR14A

177 BA 4.601

178 PB 3.75

179 LS 0 87.9

180 UD 0.725

*

181 KK R-RR14A

182 KM ROUTE RR14A THROUGH RD4 TO CRD4

183 KM FUTURE CONCRETE CHANNEL

184 RD 5500 0.071 0.015 0 TRAP 12 2

*

185 KK RD4

186 BA 0.411

187 PB 3.49

188 LS 0 86.3

189 UD 0.174

*

190 KK CRD4

191 KM COMBINE RR14A AND RD4

192 HC 2

*

193 KK RCRD4

194 KM ROUTE CRD4 THROUGH RD5 TO CRD5

195 KM FUTURE CONCRETE CHANNEL

196 RD 4550 0.067 0.015 0 TRAP 20 2

*

197 KK RD5

198 BA 0.370

199 PB 3.42

200 LS 0 88.6

201 UD 0.158

*

1 HEC-1 INPUT PAGE 6

 

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

 

202 KK CRD5

203 KM COMBINE CRD4 AND RD5

204 HC 2

*

205 KK RCRD5

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

207 KM FUTURE CONCRETE CHANNEL

208 RD 5600 0.047 0.015 0 TRAP 20 2

*

209 KK RD6

210 BA 0.250

211 PB 3.36

212 LS 0 90.2

213 UD 0.160

*

214 KK CRD6

215 KM COMBINE CRD5 AND RD6

216 HC 2

*

217 KK INRR

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

219 KO 3

220 HC 3

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

221 KK RRDB

222 KM RED ROCK DETENTION BASIN

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

224 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

225 KM FACILITY ID-MILE = RRWA 0716

226 KM STORAGE VOLUME = 2007 ACRE-FEET

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

228 KM 100-YR DISCHARGE = 182 CFS

229 KM SPILLWAY LENGTH = 600 FT

230 KM AUXILLARY OGEE SPILLWAY LENGTH = 323 FT

231 KM SPILLWAY CREST ELEVATION = 3212.5 FT NGVD

232 KM PMF DISCHARGE = 110,000 CFS

233 KM TOP OF DAM ELEVATION = 3225 FT NGVD

234 KO 3

235 RS 1 STOR -1

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

237 SV 1659.00 1974.00 2007.00 2115.00 2331.00 2690.00 2933.00

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

239 SQ 171 181 182 8654 33270 110918 163477

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

241 SE 3207 3212 3212.5 3214 3217 3222 3225

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

1 HEC-1 INPUT PAGE 7

 

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

 

242 KK *DOUTRR

243 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

244 DT*D-RROUT

245 DI 0 182 3000 5000 10000

246 DQ 0 0 2818 4818 9818

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

247 KK*NO_FLOW

248 KM ALL FLOW REMOVED

249 DT*REMOVED

250 DI 0 100000

251 DQ 0 100000

*

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

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

*

252 KK ROUTRR

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

254 KM FACILITY = RED ROCK CHANNEL

255 KM FACILITY # = RRWA 0714, 0709, 0701

256 KM LINING = RCP

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

258 RD 570 0.005 0.013 0 CIRC 5

259 RD 880 0.008 0.040 0 TRAP 10 2

*

260 KK R3A

261 BA 0.186

262 PB 3.28

263 LS 0 85.5

264 UD 0.108

*

265 KK CR3A

266 KM COMBINE OUTFLOW FROM RED ROCK DETENTION BASIN WITH R3A

267 HC 2

*

268 KK RCR3A

269 KM ROUTE CR3A THROUGH UFR1 TO CUFR1

270 KM FACILITY = RED ROCK CHANNEL

271 KM FACILITY # = RRWA 0608, 0607

272 KM LINING = RCP

273 RD 5380 0.020 0.013 0 CIRC 8

*

1 HEC-1 INPUT PAGE 8

 

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

 

274 KK UFR1

275 BA 0.531

276 PB 3.25

277 LS 0 87.6

278 UD 0.531

*

279 KK CUFR1

280 KM COMBINE CR3A AND UFR1

281 HC 2

*

282 KK RCUFR1

283 KM ROUTE CUFR1 TO CUFR2

284 KM FACILITY = RED ROCK CHANNEL

285 KM FACILITY # = RRWA 0606, 0581

286 KM LINING = RCB

287 RD 1490 0.006 0.015 0 TRAP 13 0

*

288 KK RCUFR1A

289 KM ROUTE RCUFR1 TO CUFR2

290 KM FACILITY = RED ROCK CHANNEL

291 KM FACILITY # = RRWA 0541

292 KM LINING = CONCRETE

293 RD 2120 0.007 0.015 0 TRAP 10 2

*

294 KK UFR2

295 BA 0.346

296 PB 3.24

297 LS 0 71.2

298 UD 0.408

*

299 KK CUFR2

300 KM COMBINE CUFR1 AND UFR2

301 HC 2

*

302 KK RCUFR2

303 KM ROUTE CUFR2 TO CUFR3 IN RED ROCK CHANNEL

304 KM FACILITY = RED ROCK CHANNEL

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

306 KM LINING = CONCRETE CH

307 RD 2200 0.021 0.015 0 TRAP 10 2

*

308 KK R3B

309 BA 0.201

310 PB 3.26

311 LS 0 86.9

312 UD 0.055

*

1 HEC-1 INPUT PAGE 9

 

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

 

313 KK R-R3B

314 KM ROUTE R3B THROUGH UFR3 TO CUFR3

315 KM RED ROCK COUNTRY CLUB GOLF COURSE

316 KM LINING = GRASS

317 RD 6100 0.021 0.03 0 TRAP 20 3

*

318 KK R4A

319 BA 0.112

320 PB 3.26

321 LS 0 86.9

322 UD 0.094

*

323 KK R-R4A

324 KM ROUTE R4A THROUGH UFR3 TO CUFR3

325 KM RED ROCK COUNTRY CLUB GOLF COURSE

326 KM LINING = GRASS

327 RD 5250 0.031 0.03 0 TRAP 20 3

*

328 KK UFR3

329 BA 0.375

330 PB 3.23

331 LS 0 82.0

332 UD 0.357

*

333 KK CUFR3N

334 KM COMBINE CUFR2, R3B, R4A, AND UFR3

335 HC 4

*

336 KK R4B

337 BA 0.197

338 PB 3.26

339 LS 0 87.0

340 UD 0.091

*

341 KK R-R4B

342 KM ROUTE R4B THROUGH UFR4 TO CUFR4

343 KM RED ROCK COUNTRY CLUB GOLF COURSE

344 KM LINING = GRASS

345 RD 3950 0.042 0.03 0 TRAP 20 3

*

346 KK UFR4

347 BA 0.240

348 PB 3.23

349 LS 0 85.1

350 UD 0.240

*

1 HEC-1 INPUT PAGE 10

 

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

 

351 KK CUFR4

352 KM COMBINE R4B AND UFR4

353 KM FLAMINGO AND DESERT INN

354 HC 2

*

355 KK RCUFR4

356 KM ROUTE CUFR4 TO CUFR3

357 KM DESERT INN ROAD

358 KM LINING = RCB

359 RD 1650 0.019 0.015 0 TRAP 9 0

*

360 KK CUFR3

361 KM COMBINE CUFR3N AND CUFR4

362 HC 2

*

363 KK RCUFR3

364 KM ROUTE CUFR3 TO CUFR8

365 KM FACILITY = RED ROCK CHANNEL

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

367 KM LINING = CONCRETE

368 RD 3850 0.024 0.015 0 TRAP 10 2

*

369 KK R4D

370 BA 5.449

371 PB 3.3

372 LS 0 86.5

373 UD 0.644

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

374 KK R4DB

375 KM R4 DETENTION BASIN

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

377 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

378 KM FACILITY ID-MILE = RRR4 0160

379 KM STORAGE VOLUME = 362 ACRE-FEET

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

381 KM 100-YR DISCHARGE = 370 CFS

382 KM SPILLWAY LENGTH = 835 FT

383 KM SPILLWAY CREST ELEVATION = 3074.79 FT NAVD

384 KM PMF DISCHARGE = 31,000 CFS

385 KM TOP OF DAM ELEVATION = 3083.98 FT NAVD

386 KO 3

387 RS 1 STOR -1

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

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

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

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

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

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

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

*

1 HEC-1 INPUT PAGE 11

 

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

 

394 KK *DOUTR4

395 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

396 DT*D-R4OUT

397 DI 0 370 3000 5000 10000

398 DQ 0 0 2630 4630 9630

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

399 KK*NO_FLOW

400 KM ALL FLOW REMOVED

401 DT*REMOVED

402 DI 0 100000

403 DQ 0 100000

*

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

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

*

404 KK R-R4D

405 KM ROUTE R4D TO CUFR5

406 KM FACILITY = R4 CHANNEL

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

408 KM LINING = CONCRETE

409 RD 6080 0.025 0.015 0 TRAP 8 0

*

410 KK UFR5

411 BA 0.443

412 PB 3.21

413 LS 0 84.7

414 UD 0.287

*

415 KK CUFR5

416 KM COMBINE R4D AND UFR5

417 HC 2

*

418 KK RCUFR5

419 KM ROUTE CUFR5 TO CUFR8

420 KM FACILITY = R4 CHANNEL

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

422 KM LINING = CONCRETE

423 RD 2550 0.029 0.015 0 TRAP 16 0

*

1 HEC-1 INPUT PAGE 12

 

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

 

424 KK R4C

425 BA 0.712

426 PB 3.27

427 LS 0 87.0

428 UD 0.277

*

429 KK R-R4C

430 KM ROUTE R4C THROUGH UFR6 TO CUFR8W

431 KM SUMMERLIN VILLAGE 18 GOLF COURSE

432 KM LINING = GRASS

433 RD 7800 0.032 0.03 0 TRAP 20 3

*

434 KK UFR6

435 BA 0.472

436 PB 3.2

437 LS 0 85.2

438 UD 0.324

*

439 KK CUFR8W

440 KM COMBINE CUFR5, R4C, AND UFR6

441 HC 3

*

442 KK UFR7

443 BA 0.523

444 PB 3.19

445 LS 0 71.9

446 UD 0.431

*

447 KK RUFR7

448 KM ROUTE UFR7 THROUGH UFR8 TO CUFR8

449 KM TOWN CENTER DRIVE

450 KM LINING = RCP

451 RD 3400 0.011 0.013 0 CIRC 7

*

452 KK UFR8

453 BA 0.268

454 PB 3.17

455 LS 0 83.7

456 UD 0.382

*

457 KK CUFR8E

458 KM COMBINE UFR7 AND UFR8

459 HC 2

*

1 HEC-1 INPUT PAGE 13

 

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

 

460 KK CUFR8

461 KM COMBINE CUFR3, CUFR8W, AND CUFR8E

462 KM TOWN CENTER AND THE BELTWAY

463 HC 3

*

464 KK RCUFR8

465 KM ROUTE CUFR8 TO CUFR13

466 KM FACILITY = RED ROCK CHANNEL

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

468 KM LINING = CONCRETE

469 RD 3530 0.021 0.015 0 TRAP 18 0

*

470 KK UFR9

471 BA 0.373

472 PB 3.18

473 LS 0 90.3

474 UD 0.470

*

475 KK RUFR9

476 KM ROUTE UFR9 THROUGH UFR10 TO CUFR10

477 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

478 KM FACILITY # = RRHU 0129

479 KM LINING = RCB

480 RD 2600 0.016 0.015 0 TRAP 7 0

*

481 KK UFR10

482 BA 0.447

483 PB 3.16

484 LS 0 88.8

485 UD 0.422

*

486 KK CUFR10

487 KM COMBINE UFR9 AND UFR10

488 HC 2

*

489 KK RCUFR10

490 KM ROUTE CUFR10 TO CUFR11

491 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

492 KM FACILITY # = RRHU 0079

493 KM LINING = RCB

494 RD 2650 0.019 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE 14

 

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

 

495 KK UFR11

496 BA 0.274

497 PB 3.14

498 LS 0 77.3

499 UD 0.294

*

500 KK CUFR11

501 KM COMBINE CUFR10 AND UFR11

502 KM DESERT INN AND HUALAPAI

503 HC 2

*

504 KK RCUFR11

505 KM ROUTE CUFR11 TO CUFR13

506 KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

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

508 KM LINING = RCB

509 RD 4250 0.013 0.015 0 TRAP 11 0

*

510 KK UFR12

511 BA 0.423

512 PB 3.14

513 LS 0 74.8

514 UD 0.385

*

515 KK CUFR13N

516 KM COMBINE CUFR11 AND UFR12

517 KM HUALAPAI AND THE BELTWAY

518 HC 2

*

519 KK UFR13

520 BA 0.472

521 PB 3.17

522 LS 0 94.4

523 UD 0.372

*

524 KK CUFR13

525 KM COMBINE CUFR8, CUFR13N, AND UFR13

526 HC 3

*

527 KK RCUFR13

528 KM ROUTE CUFR13 TO CUFR14

529 KM FACILITY = RED ROCK CHANNEL

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

531 KM LINING = CONCRETE/RCB

532 RD 7000 0.02 0.015 0 TRAP 23 0

*

1 HEC-1 INPUT PAGE 15

 

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

 

533 KK UFR14

534 BA 0.369

535 PB 3.03

536 LS 0 88.8

537 UD 0.438

*

538 KK CUFR14

539 KM COMBINE CUFR13 AND UFR14

540 HC 2

*

541 KK RCUFR14

542 KM ROUTE CUFR14 TO CUFR20

543 KM FACILITY = RED ROCK CHANNEL

544 KM FACILITY # = RRWA 0205

545 KM LINING = CONCRETE

546 RD 1000 0.018 0.015 0 TRAP 23 0

*

547 KK UFR15

548 BA 0.460

549 PB 3.21

550 LS 0 86.1

551 UD 0.368

*

552 KK RUFR15

553 KM ROUTE UFR15 THROUGH UFR17 TO CUFR17

554 KM SUMMERLIN VILLAGE 15 GOLF COURSE

555 KM LINING = GRASS

556 RD 5200 0.022 0.03 0 TRAP 20 3

*

557 KK UFR17

558 BA 0.231

559 PB 3.15

560 LS 0 85.5

561 UD 0.280

*

562 KK CUFR17

563 KM COMBINE UFR15 AND UFR17

564 HC 2

*

565 KK RCUFR17

566 KM ROUTE CUFR17 THROUGH UFR19C TO CUFR19C

567 KM FACILITY = RED ROCK - NAPLES - NORTH BRANCH

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

569 KM LINING = RCB

570 RD 2600 0.015 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 16

 

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

 

571 KK R4E

572 BA 0.811

573 PB 3.26

574 LS 0 87.3

575 UD 0.240

*

576 KK R-R4E

577 KM ROUTE R4E THROUGH UFR16 TO CUFR16

578 KM SUMMERLIN VILLAGE 17 GOLF COURSE

579 KM LINING = GRASS

580 RD 7900 0.029 0.03 0 TRAP 20 3

*

581 KK UFR16

582 BA 0.407

583 PB 3.2

584 LS 0 92.3

585 UD 0.314

*

586 KK CUFR16

587 KM COMBINE R4E AND UFR16

588 HC 2

*

589 KK RCUFR16

590 KM ROUTE CUFR16 THROUGH UFR19A TO CUFR19A

591 KM SUMMERLIN VILLAGE 15 GOLF COURSE

592 KM LINING = GRASS

593 RD 2550 0.026 0.03 0 TRAP 20 3

*

594 KK UFR18

595 BA 0.368

596 PB 3.18

597 LS 0 92.0

598 UD 0.189

*

599 KK RUFR18

600 KM ROUTE UFR18 THROUGH UFR19A TO CUFR19A

601 KM SUMMERLIN VILLAGE 15 GOLF COURSE

602 KM LINING = GRASS

603 RD 2050 0.027 0.03 0 TRAP 20 3

*

604 KK UFR19A

605 BA 0.165

606 PB 3.16

607 LS 0 85.1

608 UD 0.174

*

1 HEC-1 INPUT PAGE 17

 

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

 

609 KK CUFR19A

610 KM COMBINE CUFR16, UFR18, AND UFR19A

611 HC 3

*

612 KKRCUFR19A

613 KM ROUTE CUFR19A THROUGH UFR19C TO CUFR19B

614 KM SUMMERLIN VILLAGE 15 GOLF COURSE

615 KM LINING = GRASS

616 RD 1650 0.024 0.03 0 TRAP 20 3

*

617 KK UFR19C

618 BA 0.307

619 PB 3.15

620 LS 0 87.6

621 UD 0.327

*

622 KKCUFR19BW

623 KM COMBINE CUFR19A AND UFR19C

624 HC 2

*

625 KK UFR19B

626 BA 0.193

627 PB 3.15

628 LS 0 87.5

629 UD 0.226

*

630 KK RUFR19B

631 KM ROUTE UFR19B THROUGH UFR19C TO CUFR19B

632 KM HUALAPAI WAY - FUTURE FACILITY FURTHER SOUTH

633 KM LINING = ASSUMED 60" RCP

634 RD 1200 0.007 0.013 0 CIRC 5

*

635 KK CUFR19B

636 KM COMBINE CUFR19BW AND UFR19B

637 HC 2

*

638 KKRCUFR19B

639 KM ROUTE CUFR19B THROUGH UFR19C TO CUFR19C

640 KM FACILITY = RED ROCK - NAPLES - SOUTH BRANCH

641 KM FACILITY # = RRNS 0010 AND 0000

642 KM LINING = RCB

643 RD 1000 0.011 0.015 0 TRAP 14 0

*

1 HEC-1 INPUT PAGE 18

 

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

 

644 KK CUFR19C

645 KM COMBINE CUFR17 AND CUFR19B

646 HC 2

*

647 KKRCUFR19C

648 KM ROUTE CUFR19C THROUGH UFR20 TO CUFR20

649 KM FACILITY = RED ROCK - NAPLES BRANCH

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

651 KM LINING = CONCRETE

652 RD 5500 0.022 0.015 0 TRAP 16 0

*

653 KK UFR20

654 BA 0.379

655 PB 3.04

656 LS 0 91.6

657 UD 0.388

*

658 KK CUFR20W

659 KM COMBINE CUFR19C AND UFR20

660 HC 2

*

661 KK CUFR20

662 KM COMBINE CUFR14 AND CUFR20W

663 HC 2

*

664 KK RCUFR20

665 KM ROUTE CUFR20 TO CUFR24

666 KM FACILITY = RED ROCK CHANNEL

667 KM FACILITY # = RRWA 0165

668 KM LINING = CONCRETE

669 RD 950 0.014 0.015 0 TRAP 23 0

*

670 KK UFR21

671 BA 0.514

672 PB 3.02

673 LS 0 78.9

674 UD 0.398

*

675 KK RUFR21

676 KM ROUTE UFR21 THROUGH UFR22 TO CUFR22

677 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

678 KM FACILITY # = RRFA 0143, 0130

679 KM LINING = RCP

680 RD 2020 0.02 0.013 0 CIRC 5

*

1 HEC-1 INPUT PAGE 19

 

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

 

681 KK UFR22

682 BA 0.257

683 PB 3.02

684 LS 0 74.6

685 UD 0.359

*

686 KK CUFR22

687 KM COMBINE UFR21 AND UFR22

688 HC 2

*

689 KK RCUFR22

690 KM ROUTE CUFR22 THROUGH UFR23 TO CUFR23

691 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

692 KM FACILITY # = RRFA 0105, 0094, 0069

693 KM LINING = RCP 6.5' AND 7.0'

694 KM LINING = RCB 12' X 6'

695 RD 1850 0.008 0.013 0 CIRC 7

696 RD 1360 0.021 0.015 0 TRAP 12 0

*

697 KK UFR23

698 BA 0.302

699 PB 2.97

700 LS 0 79.5

701 UD 0.559

*

702 KK CUFR23

703 KM COMBINE CUFR22 AND UFR23

704 HC 2

*

705 KK RCUFR23

706 KM ROUTE CUFR23 TO CUFR24

707 KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

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

709 KM LINING = RCB

710 RD 3290 0.016 0.015 0 TRAP 12 0

*

711 KK UFR24

712 BA 0.296

713 PB 3.02

714 LS 0 92.2

715 UD 0.331

*

1 HEC-1 INPUT PAGE 20

 

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

 

716 KK CUFR24

717 KM COMBINE CUFR20, CUFR23, AND UFR24

718 HC 3

*

719 KK RCUFR24

720 KM ROUTE CUFR24 TO CUFR25

721 KM FACILITY = RED ROCK CHANNEL

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

723 KM LINING = CONCRETE/RCB

724 RD 2210 0.007 0.015 0 TRAP 23 0

*

725 KK UFR25

726 BA 0.333

727 PB 3.01

728 LS 0 93.6

729 UD 0.347

*

730 KK CUFR25

731 KM COMBINE CUFR24 AND UFR25

732 HC 2

*

733 KK RCUFR25

734 KM ROUTE CUFR25 TO CUFR26

735 KM FACILITY = RED ROCK CHANNEL

736 KM FACILITY # = RRWA 0061

737 KM LINING = CONCRETE

738 RD 2650 0.009 0.015 0 TRAP 23 0

*

739 KK UFR26

740 BA 0.158

741 PB 2.91

742 LS 0 96.5

743 UD 0.212

*

744 KK CUFR26

745 KM COMBINE CUFR25 AND UFR26

746 HC 2

*

747 KK RCUFR26

748 KM ROUTE CUFR26 TO CUFS5C

749 KM FACILITY = RED ROCK CHANNEL

750 KM FACILITY # = RRWA 0051 AND 0041

751 KM LINING = RCB/CONCRETE

752 RD 1850 0.011 0.015 0 TRAP 23 0

*

1 HEC-1 INPUT PAGE 21

 

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

 

753 KK F2

754 BA 1.254

755 PB 3.21

756 LS 0 88.0

757 UD 0.565

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

758 KK F2DB

759 KM F2 DEBRIS BASIN

760 KM FACILITY ID-MILE = FLF2 0137

761 KM STORAGE VOLUME = 4.5 ACRE-FEET

762 KO 3

763 RS 1 STOR -1

764 SV 0 22.953 28.444 34.637 40.82 48.496

765 SQ 0 39.24 579.62 1499.97 2605.68 5628.27

766 SE 2785.43 2802 2804 2806 2808 2810

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

*

767 KK *DOUTF2

768 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

769 DT*D-F2OUT

770 DI 0 1600 2000 5000

771 DQ 0 0 400 3400

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

772 KK*NO_FLOW

773 KM ALL FLOW REMOVED

774 DT*REMOVED

775 DI 0 100000

776 DQ 0 100000

*

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

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

*

777 KK RF2

778 KM ROUTE OUTFLOW FROM F2DB TO CUFS1 IN F2 CHANNEL

779 KM FACILITY = F2 CHANNEL

780 KM FACILITY # = FLF2 0057

781 KM LINING = CONCRETE

782 RD 1800 0.040 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE 22

 

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

 

783 KK UFS1

784 BA 0.464

785 PB 3.18

786 LS 0 91.4

787 UD 0.200

*

788 KK CUFS1

789 KM COMBINE F2 AND UFS1

790 HC 2

*

791 KK RUFS1

792 KM ROUTE CUFS1 TO CUFS2

793 KM FACILITY = F2 CHANNEL

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

795 KM LINING = CONCRETE

796 RD 1620 0.020 0.015 0 TRAP 13 0

*

797 KK UFS2

798 BA 0.244

799 PB 3.17

800 LS 0 91.0

801 UD 0.257

*

802 KK CUFS2

803 KM COMBINE CUFS1 AND UFS2

804 HC 2

*

805 KK F1A

806 BA 1.707

807 PB 3.27

808 LS 0 87.1

809 UD 0.497

*

810 KK RF1A

811 KM ROUTE F1A THROUGH UFS3 TO CUFS3

812 KM FUTURE CONCRETE

813 RD 5500 0.026 0.015 0 TRAP 12 2

*

814 KK F1B

815 BA 2.576

816 PB 3.25

817 LS 0 87.4

818 UD 0.581

*

1 HEC-1 INPUT PAGE 23

 

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

 

819 KK RF1B

820 KM ROUTE F1B THROUGH UFS3 TO CUFS3

821 KM FUTURE CONCRETE

822 RD 4400 0.022 0.015 0 TRAP 12 2

*

823 KK UFS3

824 BA 0.436

825 PB 3.21

826 LS 0 92.1

827 UD 0.185

*

828 KK CUFS3

829 KM COMBINE F1A, F1B, AND UFS3

830 KM INFLOW TO F1 DEBRIS BASIN

831 KO 3

832 HC 3

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

833 KK F1DB

834 KM F1 DEBRIS BASIN

835 KM FACILITY ID-MILE = FLF1 0304

836 KM STORAGE VOLUME = 17 ACRE-FEET

837 KO 3

838 RS 1 STOR -1

839 SV 0 72.33 88.75 106.42 126.14 147.68 172.42

840 SQ 0 716.03 2180.91 3846.7 5889.2212584.3821547.60

841 SE 2893.70 2918 2920 2922 2924 2926 2928

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

*

842 KK *DOUTF1

843 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

844 DT*D-F1OUT

845 DI 0 3100 3500 5000

846 DQ 0 0 400 1900

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

847 KK*NO_FLOW

848 KM ALL FLOW REMOVED

849 DT*REMOVED

850 DI 0 100000

851 DQ 0 100000

*

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

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

*

1 HEC-1 INPUT PAGE 24

 

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

 

852 KK RCUFS3

853 KM ROUTE OUTFLOW FROM F1 DEBRIS BASIN TO CUFS4

854 KM ROUTE CUFS3 TO CUFS4

855 KM FACILITY = F1 CHANNEL

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

857 KM LINING = CONCRETE

858 RD 3940 0.025 0.015 0 TRAP 13 0

*

859 KK USF3A

860 BA 0.094

861 PB 3.19

862 LS 0 92.1

863 UD 0.109

*

864 KK UFS4

865 BA 0.327

866 PB 3.16

867 LS 0 90.1

868 UD 0.323

*

869 KK CUFS4

870 KM COMBINE F1DB, CUFS3A, AND UFS4

871 HC 3

*

872 KK CF1F2

873 KM COMBINE CUFS2 AND CUFS4

874 KM TOTAL FLOW TO F1 AND F2 CHANNEL CONFLUENCE

875 HC 2

*

876 KK RCF1F2

877 KM ROUTE CF1F2 TO CUFS5B

878 KM FACILITY = F1 CHANNEL

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

880 KM LINING = CONCRETE

881 RD 3000 0.02 0.015 0 TRAP 17 0

*

882 KK UFS5A

883 BA 0.388

884 PB 3.06

885 LS 0 90.5

886 UD 0.335

*

1 HEC-1 INPUT PAGE 25

 

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

 

887 KK RUFS5A

888 KM ROUTE UFS5A TO CUFS5B

889 KM FACILITY = FLAMINGO HACIENDA

890 KM FACILITY # = F1FA 0004, 0000

891 KM LINING = CONCRETE

892 RD 2020 0.004 0.015 0 TRAP 10 0

*

893 KK UFS5B

894 BA 0.265

895 PB 3.07

896 LS 0 90.2

897 UD 0.315

*

898 KK CUFS5BN

899 KM COMBINE UFS5A AND UFS5B

900 HC 2

*

901 KK CUFS5B

902 KM COMBINE CF1F2 AND CUFS5B

903 HC 2

*

904 KK RCUFS5B

905 KM ROUTE CUFS5B TO CUFS5C

906 KM FACILITY = F1 CHANNEL

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

908 KM LINING = CONCRETE/RCB

909 RD 3560 0.023 0.015 0 TRAP 13 0

*

910 KK UFS5C

911 BA 0.119

912 PB 2.91

913 LS 0 95.9

914 UD 0.194

*

915 KK CUFS5CW

916 KM COMBINE CUFS5B AND UFS5C

917 HC 2

*

918 KK CUFS5C

919 KM COMBINE CUFR26 AND CUFS5CW

920 HC 2

*

1 HEC-1 INPUT PAGE 26

 

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

 

921 KK UFS6

922 BA 0.547

923 PB 3.09

924 LS 0 90.4

925 UD 0.395

*

926 KK RUFS6

927 KM ROUTE UFS6 TO CUFS8

928 KM FUTURE CONCRETE CHANNEL ALONG FORT APACHE ROAD

929 RD 1700 0.02 0.015 0 TRAP 12 2

*

930 KK UFS7

931 BA 0.538

932 PB 3.12

933 LS 0 84.5

934 UD 0.196

*

935 KK RUFS7

936 KM ROUTE UFS7 TO CUFS8

937 KM FUTURE CONCRETE CHANNEL

938 RD 2200 0.029 0.015 0 TRAP 12 2

*

939 KK UFS8

940 BA 0.449

941 PB 3.10

942 LS 0 79.9

943 UD 0.180

*

944 KK CUFS8

945 KM COMBINE UFS6, UFS7, AND UFS8

946 KM INFLOW TO F4 DEBRIS BASIN

947 HC 3

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

948 KK F4DB

949 KM F4 DEBRIS BASIN

950 KM FACILITY ID-MILE = FLF4 0355

951 KM STORAGE VOLUME = 5.5 ACRE-FEET

952 KO 3

953 RS 1 STOR -1

954 SV 0 0.10 0.35 0.59 .85 1.36 2.01 2.82

955 SQ 0 0.03 0.098 1012.2 2703.8 4676.5 7180.7 10241.3

956 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

 

957 KK *DOUTF4

958 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

959 DT*D-F4OUT

960 DI 0 1600 2000 5000

961 DQ 0 0 400 3400

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

962 KK*NO_FLOW

963 KM ALL FLOW REMOVED

964 DT*REMOVED

965 DI 0 100000

966 DQ 0 100000

*

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

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

*

967 KKDT-F401DB

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

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

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

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

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

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

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

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

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

977 KM BASIN - FUTURE DESIGN CONDITION

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

979 KM NORTHERN WATERSHED

980 DT DT-F4DB

981 DI 0 100 1501 10000

982 DQ 0 84 1260 8400

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

983 KK F401DB

984 KM FACILITY = KB DETENTION BASIN

985 KM FACILITY # = F401 0003

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

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

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

989 KM DESIGN DISCHARGE (INTERIM) = 1624 CFS

990 KM DESIGN DISCHARGE (FUTURE) = 157 CFS

991 KM REFERENCE DRAINAGE STUDY WAS PERFORMED BY VTN

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

993 KM APACHE TEMPORARY ACCESS ROAD, DATED OCTOBER 2004"

994 KO 3

995 RS 1 STOR -1

1 HEC-1 INPUT PAGE 28

 

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

 

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

997 SV 17.54 21.03 25.04 29.63 34.83 40.68 47.25

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

999 SQ 200 212 224 235 245 256 265

1000 SE 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765

1001 SE 2766 2767 2768 2769 2770 2771 2772

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

1002 KK DT-F4DB

1003 KM RETRIEVE DT-F4DB

1004 DR DT-F4DB

*

1005 KK CF401DB

1006 KM SEE PREVIOUS NOTE FOR "DT-F401DB" FOR DESCRIPTION FOR

1007 KM CALCULATING FLOW DIVERSION

1008 HC 2

*

1009 KK RCUFS8

1010 KM ROUTE OUTFLOW FROM F401 DETENTION BASIN TO CUFS9

1011 KM FACILITY = F4 CHANNEL

1012 KM FACILITY # = FLF4 0321, 0320, 0276, 0271, 0248, AND 0136

1013 KM LINING = CONCRETE

1014 RD 3111 0.02 0.015 0 TRAP 14 0

*

1015 KK UFS9

1016 BA 0.367

1017 PB 3.04

1018 LS 0 88.5

1019 UD 0.184

*

1020 KK CUFS9

1021 KM COMBINE CUFS8 AND UFS9

1022 KM F4 CHANNEL

1023 HC 2

*

1024 KK RCUFS9

1025 KM ROUTE CUFS9 TO CUFS12

1026 KM FACILITY = F4 CHANNEL

1027 KM FACILITY # = FLF4 0136

1028 KM LINING = CONCRETE

1029 RD 3250 0.020 0.015 0 TRAP 14 0

*

1030 KK UFS12

1031 BA 0.273

1032 PB 3.06

1033 LS 0 90.2

1034 UD 0.402

*

1 HEC-1 INPUT PAGE 29

 

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

 

1035 KK CUFS12

1036 KM COMBINE CUFS9 AND UFS12

1037 HC 2

*

1038 KK RCUFS12

1039 KM ROUTE CUFS12 TO CUFS13

1040 KM FACILITY = F4 CHANNEL

1041 KM FACILITY # = FLF4 0136, 0115, AND 0103

1042 KM LINING = CONCRETE

1043 RD 2280 0.020 0.015 0 TRAP 14 0

*

1044 KK UFS13

1045 BA 0.380

1046 PB 3.08

1047 LS 0 91.0

1048 UD 0.327

*

1049 KK F3A

1050 BA 1.050

1051 PB 3.17

1052 LS 0 87.4

1053 UD 0.291

*

1054 KK RF3A

1055 KM ROUTE F3A TO CUFS11

1056 KM FUTURE CONCRETE CHANNEL ALONG HUALAPAI AND SUNSET

1057 RD 4800 0.023 0.015 0 TRAP 12 2

*

1058 KK UFS10

1059 BA 0.334

1060 PB 3.15

1061 LS 0 91.9

1062 UD 0.360

*

1063 KK UFS11

1064 BA 0.507

1065 PB 3.13

1066 LS 0 87.4

1067 UD 0.204

*

1068 KK CUFS11

1069 KM COMBINE F3A, UFS10, AND UFS11

1070 HC 3

*

1 HEC-1 INPUT PAGE 30

 

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

 

1071 KK RCUFS11

1072 KM ROUTE CUFS11 TO CUFS13S

1073 KM FACILITY # = FLF3 0103, 0088, 0077, 0064, 0026, 0022, AND 0016

1074 RD 4000 0.01 0.015 0 TRAP 60 0

*

1075 KK CUFS13S

1076 KM COMBINE RCUFS11 AND UFS13

1077 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

*

1078 KK CCUFS12

1079 KM COMBINE CUFS13S AND RCUFS12

1080 HC 2

*

1081 KKRCCUFS12

1082 KM ROUTE CCUFS12 TO CUFS15

1083 KM FACILITY # = FLF4 0072 AND 0071

1084 RD 1705 0.011 0.015 0 TRAP 22 0

*

1085 KK UFS14

1086 BA 0.426

1087 PB 3.15

1088 LS 0 91.8

1089 UD 0.326

*

1090 KK RUFS14

1091 KM ROUTE UFS14 TO CUFS15

1092 KM FUTURE CONCRETE CHANNEL ALONG PATRICK LANE

1093 RD 5700 0.018 0.015 0 TRAP 12 2

*

1094 KK UFS15

1095 BA 0.560

1096 PB 3.04

1097 LS 0 92.4

1098 UD 0.437

*

1099 KK CUFS15W

1100 KM COMBINE UFS14 AND UFS15

1101 HC 2

*

1 HEC-1 INPUT PAGE 31

 

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

 

1102 KK CUFS15

1103 KM COMBINE CUFS15W AND RCCUFS12

1104 KM CONFLUENCE OF FACILITIES FLOQ 0000 AND FLF4

1105 HC 2

*

1106 KK RCUFS15

1107 KM ROUTE CUFS15 TO CUFS18

1108 KM FACILITY = F4 CHANNEL

1109 KM FACILITY # = FLF4 0063, 0058, AND 0050

1110 KM LINING = CONCRETE

1111 RD 1080 0.001 0.015 0 TRAP 28 2

*

1112 KK UFS16

1113 BA 0.445

1114 PB 2.95

1115 LS 0 90.6

1116 UD 0.431

*

1117 KK RUFS16

1118 KM ROUTE UFS16 TO CUFS18

1119 KM BELTWAY FACILITY

1120 KM LINING = CONCRETE

1121 RD 4700 0.015 0.015 0 TRAP 12 2

*

1122 KK UFS17

1123 BA 0.338

1124 PB 2.95

1125 LS 0 95.5

1126 UD 0.247

*

1127 KK CUFS18S

1128 KM COMBINE UFS16 AND UFS17

1129 HC 2

*

1130 KK UFS18

1131 BA 0.255

1132 PB 2.92

1133 LS 0 96.2

1134 UD 0.191

*

1135 KK CUFS18

1136 KM COMBINE CUFS15, CUFS18S AND UFS18

1137 KM F4 CHANNEL

1138 HC 3

*

1 HEC-1 INPUT PAGE 32

 

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

 

1139 KK RCUFS18

1140 KM ROUTE CUFS18 TO CUFS19 IN F4 CHANNEL

1141 KM FACILITY = F4 CHANNEL

1142 KM FACILITY # = FLF4 0014, 0013, AND 0000

1143 KM LINING = CONCRETE

1144 RD 3210 0.006 0.015 0 TRAP 10 2

*

1145 KK UFS19

1146 BA 0.354

1147 PB 2.87

1148 LS 0 95.8

1149 UD 0.382

*

1150 KK CUFS19S

1151 KM COMBINE CUFS18 AND UFS19

1152 HC 2

*

1153 KK CUFS19

1154 KM COMBINE CUFS5C AND CUFS19S

1155 KM RED ROCK CHANNEL

1156 HC 2

*

1157 KK RCUFS19

1158 KM ROUTE CUFS19 TO CUFS21

1159 KM FACILITY = RED ROCK CHANNEL

1160 KM FACILITY # = RRWA 0017, 0006, AND 0005

1161 KM LINING = CONCRETE

1162 RD 1210 0.02 0.015 0 TRAP 28 0

*

1163 KK UFS20

1164 BA 0.344

1165 PB 2.81

1166 LS 0 96.4

1167 UD 0.457

*

1168 KK UFS21

1169 BA 0.360

1170 PB 2.83

1171 LS 0 95.2

1172 UD 0.411

*

1173 KK CUFS21

1174 KM COMBINE CUFS19, UFS20, AND UFS21

1175 KM RED ROCK CHANNEL

1176 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

 

1177 KK UFS22

1178 BA 0.255

1179 PB 2.85

1180 LS 0 78.1

1181 UD 0.324

*

1182 KK RUFS22

1183 KM ROUTE UFS22 TO CUFS23 IN DURANGO DRIVE

1184 KM FACILITY = DURANGO COLLECTOR

1185 KM FACILITY # = FLDR 0179

1186 KM LINING = RCP

1187 RD 1810 0.009 0.013 0 CIRC 5

*

1188 KK UFS23

1189 BA 0.20

1190 PB 2.82

1191 LS 0 77.3

1192 UD 0.425

*

1193 KK CUFS23

1194 KM COMBINE RCUS22 AND UFS23

1195 HC 2

*

1196 KK RCUFS23

1197 KM ROUTE CUFS23 TO CUFS23-1 IN DURANGO DR

1198 KM FACILITY = DURANGO COLLECTOR

1199 KM FACILITY # = FLDR 0169 AND 0164

1200 KM LINING = RCP/RCB

1201 RD 900 0.009 0.013 0 CIRC 7

*

1202 KK UFS23-1

1203 BA 0.312

1204 PB 2.87

1205 LS 0 80.4

1206 UD 0.418

*

1207 KKCUFS23-1

1208 KM COMBINE RCUFS23 AND UFS23-1

1209 HC 2

*

1210 KKRCUFS23-1

1211 KM ROUTE CUFS23-1 TO CUFS24 IN DURANGO DRIVE

1212 KM FACILITY = DURANGO COLLECTOR

1213 KM FACILITY # = FLDR 0114

1214 KM LINING = RCB

1215 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

 

1216 KK UFS24

1217 BA 0.516

1218 PB 2.84

1219 LS 0 81.3

1220 UD 0.429

*

1221 KK CUFS24

1222 KM COMBINE CUFS23 AND UFS24

1223 HC 2

*

1224 KK RCUFS24

1225 KM ROUTE CUFS24 TO CUFS25 IN DURANGO DRIVE

1226 KM FACILITY = DURANGO COLLECTOR

1227 KM FACILITY # = FLDR 0064

1228 KM LINING = RCB

1229 RD 2700 0.01 0.015 0 TRAP 12 0

*

1230 KK UFS25

1231 BA 0.448

1232 PB 2.83

1233 LS 0 80.0

1234 UD 0.397

*

1235 KK CUFS25

1236 KM COMBINE CUFS24 AND UFS25

1237 HC 2

*

1238 KK RCUFS25

1239 KM ROUTE CUFS25 TO CUFS26 IN DURANGO DRIVE

1240 KM FACILITY = DURANGO COLLECTOR

1241 KM FACILITY # = FLDR 0026

1242 KM LINING = RCB

1243 RD 2700 0.009 0.015 0 TRAP 12 0

*

1244 KK UFS26

1245 BA 0.211

1246 PB 2.8

1247 LS 0 75.6

1248 UD 0.260

*

1249 KK CUFS26

1250 KM COMBINE CUFS25 AND UFS26

1251 HC 2

*

1 HEC-1 INPUT PAGE 35

 

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

 

1252 KK RCUFS26

1253 KM ROUTE CUFS26 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

1254 KM FACILITY = DURANGO COLLECTOR

1255 KM FACILITY # = FLDR 0000

1256 KM LINING = RCB

1257 RD 1600 0.007 0.015 0 TRAP 12 0

*

1258 KK UFS27

1259 BA 0.375

1260 PB 2.77

1261 LS 0 96.6

1262 UD 0.361

*

1263 KK RUFS27

1264 KM ROUTE UFS27 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

1265 KM FACILITY = FLAMINGO - CIMMARON BRANCH

1266 KM FACILITY # = FLCM 0000

1267 KM LINING = RCP

1268 RD 4450 0.013 0.013 0 CIRC 6.5

*

1269 KK UFS28

1270 BA 0.488

1271 PB 2.77

1272 LS 0 85.5

1273 UD 0.426

*

1274 KK CUFS28

1275 KM COMBINE CUFS21, CUFS26, UFS27 AND UFS28

1276 KM INFLOW TO UPPER FLAMINGO DETENTION BASIN

1277 KO 3

1278 HC 4

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

1279 KK UPFLDB

1280 KM UPPER FLAMINGO DETENTION BASIN

1281 KM SSD REVISED FOR 2008 MPU PER USACE EXPANSION

1282 KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

1283 KM FACILITY ID-MILE = FLWA 1444

1284 KM STORAGE VOLUME = 1340 ACRE-FEET

1285 KM OUTLET = 3.5'H x 3.5'W RCB

1286 KM 100-YR DISCHARGE = 290 CFS

1287 KM SPILLWAY LENGTH = 884' (LABYRINTH SPILLWAY)

1288 KM SPILLWAY CREST ELEVATION = 2470.5 FT NGVD

1289 KM PMF DISCHARGE = 66,000 CFS

1290 KM TOP OF DAM ELEVATION = 2480 FT NGVD

1291 KO 3

1292 RS 1 STOR -1

1293 SV 0 12 34 83 171 306 493 715 955 1204

1294 SV 1460 1723 1791 1858 1993 2132 2270 2553 2843 3142

1295 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

 

1296 SQ 265 278 281 2289 6490 12596 20102 37414 55624 71035

1297 SE 2446 2450 2452 2454 2456 2458 2460 2462 2464 2466

1298 SE 2468 2470 2470.5 2471 2472 2473 2474 2476 2478 2480

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

*

1299 KK *DOUTUF

1300 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

1301 DT*D-UFOUT

1302 DI 0 290 2000 5000 10000

1303 DQ 0 0 1710 4710 9710

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

1304 KK*NO_FLOW

1305 KM ALL FLOW REMOVED

1306 DT*REMOVED

1307 DI 0 100000

1308 DQ 0 100000

*

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

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

*

1309 KK RUPFLDB

1310 KM ROUTE OUTFLOW FROM UPPER FLAMINGO DETENTION BASIN TO CTD3

1311 KM FACILITY = FLAMINGO WASH

1312 KM FACILITY # = FLWA 1381, 1379, 1377; AND FLTR 0347

1313 KM LINING = GABION RIPRAP

1314 RD 3350 0.010 0.025 0 TRAP 20 2

*

1315 KK TD1

1316 BA 0.439

1317 PB 2.77

1318 LS 0 92.6

1319 UD 0.402

*

1320 KK RTD1

1321 KM ROUTE TD1 TO CTD2

1322 KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

1323 KM FACILITY # = FLSB 0104 AND 0053

1324 KM LINING = RCB

1325 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

 

1326 KK TD2

1327 BA 0.281

1328 PB 2.77

1329 LS 0 90.9

1330 UD 0.346

*

1331 KK CTD2

1332 KM COMBINE TD1 AND TD2

1333 HC 2

*

1334 KK RCTD2

1335 KM ROUTE CTD2 TO CTD3

1336 KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

1337 KM FACILITY # = FLSB 0010 AND 0000

1338 KM LINING = RCB

1339 RD 2650 0.014 0.015 0 TRAP 9 0

*

1340 KK TD3

1341 BA 0.295

1342 PB 2.77

1343 LS 0 81.5

1344 UD 0.353

*

1345 KK CTD3S

1346 KM COMBINE CTD2 AND TD3

1347 HC 2

*

1348 KK CTD3

1349 KM COMBINE UPFLDB AND CTD3S

1350 HC 2

*

1351 KK RCTD3

1352 KM ROUTE CTD3 TO CTD7

1353 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1354 KM FACILITY # = FLTR 0343, 0341, 0320, 0303, 0300,

1355 KM FACILITY # = FLTR 0264, 0263, 0233, AND 0231

1356 KM LINING = CONCRETE

1357 RD 6185 0.007 0.015 0 TRAP 20 0

*

1358 KK TD7

1359 BA 0.296

1360 PB 2.77

1361 LS 0 91.5

1362 UD 0.562

*

1 HEC-1 INPUT PAGE 38

 

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

 

1363 KK CTD7W

1364 KM COMBINE CTD3 AND TD7

1365 HC 2

*

1366 KK TD4

1367 BA 0.263

1368 PB 2.77

1369 LS 0 95.9

1370 UD 0.365

*

1371 KK RTD4

1372 KM ROUTE TD4 TO CTD5

1373 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1374 KM FACILITY # = FLRB 0062

1375 KM LINING = RCP

1376 RD 2650 0.011 0.013 0 CIRC 8

*

1377 KK TD5

1378 BA 0.518

1379 PB 2.77

1380 LS 0 95.6

1381 UD 0.447

*

1382 KK CTD5

1383 KM COMBINE TD4 AND TD5

1384 HC 2

*

1385 KK RCTD5

1386 KM ROUTE CTD5 TO CTD6

1387 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1388 KM FACILITY # = FLRB 0050

1389 KM LINING = CONCRETE

1390 RD 2650 0.01 0.015 0 TRAP 12 2

*

1391 KK TD6

1392 BA 0.512

1393 PB 2.77

1394 LS 0 91.3

1395 UD 0.454

*

1396 KK CTD6

1397 KM COMBINE CTD5 AND TD6

1398 HC 2

*

1 HEC-1 INPUT PAGE 39

 

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

 

1399 KK RCTD6

1400 KM ROUTE CTD6 TO CTD7

1401 KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

1402 KM FACILITY # = FLRB 0000

1403 KM LINING = CONCRETE

1404 RD 650 0.006 0.015 0 TRAP 12 2

*

1405 KK CTD7

1406 KM COMBINE CTD6 AND CTD7W

1407 HC 2

*

1408 KK RCTD7

1409 KM ROUTE CTD7 TO CTD11

1410 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1411 KM FACILITY # = FLTR 0181, 0180, 0127, 0125

1412 KM LINING = CONCRETE

1413 RD 5540 0.013 0.015 0 TRAP 20 0

*

1414 KK TD8

1415 BA 0.288

1416 PB 2.77

1417 LS 0 96.0

1418 UD 0.377

*

1419 KK RTD8

1420 KM ROUTE TD8 TO CTD9 IN JONES BLVD

1421 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1422 KM FACILITY # = FLJO 0076

1423 KM LINING = RCP

1424 RD 2650 0.008 0.013 0 CIRC 8

*

1425 KK TD9

1426 BA 0.504

1427 PB 2.77

1428 LS 0 89.5

1429 UD 0.433

*

1430 KK CTD9

1431 KM COMBINE TD8 AND TD9

1432 HC 2

*

1433 KK RCTD9

1434 KM ROUTE CTD9 TO CTD10 IN JONES BLVD

1435 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1436 KM FACILITY # = FLJO 0076 AND 0000

1437 KM LINING = RCP/RCB

1438 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

 

1439 KK TD10

1440 BA 0.371

1441 PB 2.77

1442 LS 0 88.3

1443 UD 0.414

*

1444 KK CTD10

1445 KM COMBINE CTD9 AND TD10

1446 HC 2

*

1447 KK RCTD10

1448 KM ROUTE CTD10 TO CTD11 IN JONES BLVD

1449 KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

1450 KM FACILITY # = FLJO 0000

1451 KM LINING = RCB

1452 RD 1950 0.011 0.015 0 TRAP 12

*

1453 KK TD11

1454 BA 0.294

1455 PB 2.77

1456 LS 0 89.2

1457 UD 0.398

*

1458 KK CTD11S

1459 KM COMBINE CTD10 AND TD11

1460 HC 2

*

1461 KK CTD11

1462 KM COMBINE CTD7 AND CTD11S

1463 HC 2

*

1464 KK RCTD11

1465 KM ROUTE CTD11 TO CTD13 IN FLAMINGO DIVERSION CHANNEL

1466 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1467 KM FACILITY # = FLTR 0078, 0076, 0065, 0046, 0044, 0025,

1468 KM FACILITY # = FLTR 0020, 0015, AND 0014

1469 KM LINING = CONCRETE

1470 RD 5915 0.001 0.015 0 TRAP 13 2

*

1471 KK TD13

1472 BA 0.370

1473 PB 2.77

1474 LS 0 90.0

1475 UD 0.566

*

1 HEC-1 INPUT PAGE 41

 

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

 

1476 KK CTD13N

1477 KM COMBINE CTD11 AND TD13

1478 HC 2

*

1479 KK TD12

1480 BA 0.426

1481 PB 2.77

1482 LS 0 89.7

1483 UD 0.475

*

1484 KK CTD13

1485 KM COMBINE CTD13N AND TD12

1486 HC 2

*

1487 KK RCTD13

1488 KM ROUTE CTD13 TO CTD16 IN FLAMINGO DIVERSION CHANNEL

1489 KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

1490 KM FACILITY # = FLTR 0000

1491 KM LINING = CONCRETE

1492 RD 2450 0.001 0.015 0 TRAP 26 0

*

* BEGIN WATERSHED TO BLUE DIAMOND DETENTION BASIN

*

1493 KK B503A

1494 BA 0.919

1495 PB 3.32

1496 LS 0 86.7

1497 UD 0.152

*

1498 KK RB503A

1499 KM ROUTE B503A THROUGH BD1 TO CBD1

1500 KM FUTURE CONCRETE CHANNEL

1501 RD 4350 0.063 0.015 0 TRAP 12 2

*

1502 KK BD1

1503 BA 0.385

1504 PB 3.3

1505 LS 0 92.0

1506 UD 0.165

*

1507 KK CBD1

1508 KM COMBINE B503A AND BD1

1509 HC 2

*

1 HEC-1 INPUT PAGE 42

 

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

 

1510 KK RCBD1

1511 KM ROUTE CBD1 TO CBD2

1512 KM FUTURE CONCRETE CHANNEL

1513 RD 2750 0.036 0.015 0 TRAP 12 2

*

1514 KK BD2

1515 BA 0.426

1516 PB 3.27

1517 LS 0 91.5

1518 UD 0.174

*

1519 KK CBD2

1520 KM COMBINE CBD1 AND BD2

1521 HC 2

*

1522 KK RCBD2

1523 KM ROUTE CBD2 TO CBD3

1524 KM FUTURE CONCRETE CHANNEL

1525 RD 4400 0.019 0.015 0 TRAP 12 2

*

1526 KK BD3

1527 BA 0.447

1528 PB 3.25

1529 LS 0 92.0

1530 UD 0.243

*

1531 KK CBD3

1532 KM COMBINE CBD2 AND BD3

1533 HC 2

*

1534 KK RCBD3

1535 KM ROUTE CBD3 TO CBD5

1536 KM FUTURE CONCRETE CHANNEL

1537 RD 2900 0.015 0.015 0 TRAP 15 2

*

1538 KK BD4

1539 BA 0.407

1540 PB 3.29

1541 LS 0 92.1

1542 UD 0.318

*

1 HEC-1 INPUT PAGE 43

 

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

 

1543 KK RBD4

1544 KM ROUTE BD4 TO CBD5

1545 KM FUTURE CONCRETE CHANNEL

1546 RD 2200 0.025 0.015 0 TRAP 12 2

*

1547 KK BD5

1548 BA 0.350

1549 PB 3.26

1550 LS 0 92.5

1551 UD 0.226

*

1552 KK CBD5

1553 KM COMBINE CBD3, BD4, AND BD5

1554 HC 3

*

1555 KK RCBD5

1556 KM ROUTE CBD5 TO CBD6

1557 KM FUTURE CONCRETE CHANNEL

1558 RD 4500 0.017 0.015 0 TRAP 15 2

*

1559 KK BD6

1560 BA 0.434

1561 PB 3.25

1562 LS 0 92.7

1563 UD 0.268

*

1564 KK CBD6

1565 KM COMBINE CBD5 AND BD6

1566 HC 2

*

1567 KK RCBD6

1568 KM ROUTE CBD6 TO CBD16

1569 KM NATURAL WASH - BLUE DIAMOND

1570 KM FACILITY # = TRBD 0950

1571 RD 4050 0.015 0.04 0 TRAP 100 4

*

1572 KK B73A

1573 BA 2.697

1574 PB 3.4

1575 LS 0 86.5

1576 UD 0.587

*

1 HEC-1 INPUT PAGE 44

 

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

 

1577 KK RB73A

1578 KM ROUTE B73A THROUGH BD7 TO CBD7

1579 KM FUTURE CONCRETE CHANNEL

1580 RD 4400 0.023 0.015 0 TRAP 12 2

*

1581 KK BD7

1582 BA 0.388

1583 PB 3.32

1584 LS 0 89.1

1585 UD 0.186

*

1586 KK CBD7

1587 KM COMBINE B73A AND BD7

1588 HC 2

*

1589 KK RCBD7

1590 KM ROUTE CBD7 THROUGH BD8 TO CBD8

1591 KM FUTURE CONCRETE CHANNEL

1592 RD 1400 0.022 0.015 0 TRAP 12 2

*

1593 KK B503D

1594 BA 0.151

1595 PB 3.34

1596 LS 0 87.0

1597 UD 0.137

*

1598 KK RB503D

1599 KM ROUTE B503D THROUGH BD8 TO CBD9

1600 KM FUTURE CONCRETE CHANNEL

1601 RD 5050 0.03 0.015 0 TRAP 12 2

*

1602 KK BD8

1603 BA 0.424

1604 PB 3.31

1605 LS 0 88.1

1606 UD 0.202

*

1607 KK BD9

1608 BA 0.213

1609 PB 3.31

1610 LS 0 88.2

1611 UD 0.260

*

1 HEC-1 INPUT PAGE 45

 

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

 

1612 KK CBD9

1613 KM COMBINE CBD7, B503D, BD8, AND BD9

1614 HC 4

*

1615 KK RCBD9

1616 KM ROUTE CBD9 TO CBD10

1617 KM FUTURE CONCRETE CHANNEL

1618 RD 6600 0.021 0.015 0 TRAP 15 2

*

1619 KK BD10

1620 BA 0.529

1621 PB 3.27

1622 LS 0 91.0

1623 UD 0.487

*

1624 KK CBD10

1625 KM COMBINE CBD9 AND BD10

1626 HC 2

*

1627 KK RCBD10

1628 KM ROUTE CBD10 THROUGH BD16 TO CBD16

1629 KM FUTURE CONCRETE CHANNEL

1630 RD 5450 0.018 0.015 0 TRAP 15 2

*

1631 KK B502

1632 BA 27.827

1633 PB 3.65

1634 LS 0 87.8

1635 UD 1.306

*

1636 KK RB502

1637 KM ROUTE B502 THROUGH B503C TO CB503C

1638 KM NATURAL WASH

1639 KM MUSKINGUM ROUTING UNSTABLE

1640 RD 2150 0.024 0.04 0 TRAP 100 2

*

1641 KK B503C

1642 BA 0.236

1643 PB 3.34

1644 LS 0 84.1

1645 UD 0.14

*

1 HEC-1 INPUT PAGE 46

 

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

 

1646 KK CB503C

1647 KM COMBINE B502 AND B503C

1648 HC 2

*

1649 KK RCB503C

1650 KM ROUTE CB503C THROUGH BD11 TO CBD11

1651 KM FUTURE CONCRETE CHANNEL

1652 RD 6600 0.025 0.015 0 TRAP 100 2

*

1653 KK BD11

1654 BA 0.378

1655 PB 3.31

1656 LS 0 84.8

1657 UD 0.342

*

1658 KK CBD11

1659 KM COMBINE CB503C AND BD11

1660 HC 2

*

1661 KK BD12

1662 BA 0.500

1663 PB 3.32

1664 LS 0 91.7

1665 UD 0.136

*

1666 KK RCBD12

1667 KM ROUTE CBD12 THROUGH BD13 TO CBD13

1668 KM FUTURE CONCRETE CHANNEL

1669 RD 3750 0.022 0.015 0 TRAP 12 2

*

1670 KK B71

1671 BA 6.190

1672 PB 3.81

1673 LS 0 87.4

1674 UD 0.822

*

1675 KK RB71

1676 KM ROUTE B71 TO CB501

1677 KM NATURAL WASH

1678 KM TRAVEL LENGTH = 2,800

1679 KM SLOPE = 1.4%

1680 KM N = 0.040

1681 KM HYDRAULIC RADIUS = 1.5

1682 KM VELOCITY = 9.4

1683 RM 1 0.083 0.15

*

1 HEC-1 INPUT PAGE 47

 

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

 

1684 KK B501

1685 BA 8.057

1686 PB 3.74

1687 LS 0 87.4

1688 UD 0.529

*

1689 KK CB501

1690 KM COMBINE B71 AND B501

1691 HC 2

*

1692 KK RCB501

1693 KM ROUTE CB501 THROUGH B72 TO CB72

1694 KM NATURAL WASH

1695 KM TRAVEL LENGTH = 18,200

1696 KM SLOPE = 1.6%

1697 KM N = 0.040

1698 KM HYDRAULIC RADIUS = 1.5

1699 KM VELOCITY = 9.8

1700 RM 6 0.517 0.15

*

1701 KK B72

1702 BA 12.40

1703 PB 3.39

1704 LS 0 87.0

1705 UD 1.066

*

1706 KK CB72

1707 KM COMBINE CB501 AND B72

1708 HC 2

*

1709 KK RCB72

1710 KM ROUTE CB72 THROUGH B503B TO CB503B

1711 KM NATURAL WASH

1712 KM TRAVEL LENGTH = 1,850

1713 KM SLOPE = 1.8%

1714 KM N = 0.040

1715 KM HYDRAULIC RADIUS = 1.5

1716 KM VELOCITY = 10.3

1717 RM 1 0.05 0.15

*

1718 KK B503B

1719 BA 0.298

1720 PB 3.34

1721 LS 0 85.6

1722 UD 0.063

*

1 HEC-1 INPUT PAGE 48

 

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

 

1723 KK CB503B

1724 KM COMBINE CB72 AND B503B

1725 HC 2

*

1726 KK RCB503B

1727 KM ROUTE CB503B THROUGH BD13 TO CBD13

1728 KM FUTURE CONCRETE CHANNEL

1729 RD 1850 0.018 0.015 0 TRAP 50 2

*

1730 KK BD13

1731 BA 0.523

1732 PB 3.31

1733 LS 0 87.1

1734 UD 0.323

*

1735 KK CBD13

1736 KM COMBINE CBD11, BD12, CB503B, AND BD13

1737 HC 4

*

1738 KK RCBD13

1739 KM ROUTE CBD13 THROUGH BD14 TO CBD14

1740 KM NATURAL WASH = TRBD 0950

1741 KM TRAVEL LENGTH = 7300 FT

1742 KM SLOPE = 1.6%

1743 KM N = 0.040

1744 KM HYDRAULIC RADIUS = 1.5

1745 KM VELOCITY = 9.9

1746 RM 2 0.205 0.15

*

1747 KK BD14

1748 BA 0.520

1749 PB 3.27

1750 LS 0 89.1

1751 UD 0.287

*

1752 KK CBD14

1753 KM COMBINE CBD13 AND BD14

1754 HC 2

*

1755 KK RCBD14

1756 KM ROUTE CBD14 THROUGH BD16 TO CBD16

1757 KM NATURAL WASH = TRBD 0950

1758 KM TRAVEL LENGTH = 4100 FT

1759 KM SLOPE = 1.6%

1760 KM N = 0.040

1761 KM HYDRAULIC RADIUS = 1.5

1762 KM VELOCITY = 9.9

1 HEC-1 INPUT PAGE 49

 

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

 

1763 RM 1 0.115 0.15

*

1764 KK BD15

1765 BA 0.208

1766 PB 3.26

1767 LS 0 86.9

1768 UD 0.213

*

1769 KK RBD15

1770 KM ROUTE BD15 THROUGH BD16 TO CBD16

1771 KM FUTURE CONCRETE CHANNEL

1772 RD 4250 0.022 0.015 0 TRAP 12 2

*

1773 KK BD16

1774 BA 0.488

1775 PB 3.22

1776 LS 0 89.5

1777 UD 0.316

*

1778 KK CBD16

1779 KM COMBINE CBD6, CBD10, CBD14, BD15, AND BD16

1780 HC 5

*

1781 KK RCBD16

1782 KM ROUTE CBD16 THROUGH BD20 TO CBD20

1783 KM NATURAL WASH = TRBD 0950

1784 KM TRAVEL LENGTH = 2550 FT

1785 KM SLOPE = 1.8%

1786 KM N = 0.040

1787 KM HYDRAULIC RADIUS = 1.5

1788 KM VELOCITY = 10.5

1789 RM 1 0.068 0.15

*

1790 KK BD17

1791 BA 0.485

1792 PB 3.22

1793 LS 0 92.9

1794 UD 0.143

*

1795 KK RBD17

1796 KM ROUTE BD17 THROUGH BD18 TO CBD18

1797 KM FUTURE CONCRETE CHANNEL

1798 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

 

1799 KK BD18

1800 BA 0.475

1801 PB 3.22

1802 LS 0 92.8

1803 UD 0.238

*

1804 KK CBD18

1805 KM COMBINE BD17 AND BD18

1806 HC 2

*

1807 KK RCBD18

1808 KM ROUTE CBD18 THROUGH BD19 TO CBD19

1809 KM FUTURE CONCRETE CHANNEL

1810 RD 4200 0.018 0.015 0 TRAP 12 2

*

1811 KK B504A

1812 BA 0.549

1813 PB 3.19

1814 LS 0 87.7

1815 UD 0.290

*

1816 KK RB504A

1817 KM ROUTE B504A TO CBD19

1818 KM FUTURE CONCRETE CHANNEL

1819 RD 650 0.035 0.015 0 TRAP 12 2

*

1820 KK BD19

1821 BA 0.478

1822 PB 3.21

1823 LS 0 92.4

1824 UD 0.220

*

1825 KK CBD19

1826 KM COMBINE CBD18, B504A, AND BD19

1827 HC 3

*

1828 KK RCBD19

1829 KM ROUTE CBD19 THROUGH BD20 TO CBD20

1830 KM NATURAL WASH = TRBD 0950

1831 KM TRAVEL LENGTH = 3050 FT

1832 KM SLOPE = 2.0%

1833 KM N = 0.040

1834 KM HYDRAULIC RADIUS = 1.5

1835 KM VELOCITY = 11.0

1836 RM 1 0.077 0.15

*

1 HEC-1 INPUT PAGE 51

 

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

 

1837 KK B504B

1838 BA 0.340

1839 PB 3.18

1840 LS 0 87.9

1841 UD 0.184

*

1842 KK RB504B

1843 KM ROUTE B504B THROUGH BD20 TO CBD20

1844 KM FUTURE CONCRETE CHANNEL

1845 RD 2950 0.031 0.015 0 TRAP 12 2

*

1846 KK BD20

1847 BA 0.291

1848 PB 3.18

1849 LS 0 90.3

1850 UD 0.203

*

1851 KK CBD20

1852 KM COMBINE CBD16, CBD19, B504B, AND BD20

1853 HC 4

*

1854 KK RCBD20

1855 KM ROUTE CBD20 THROUGH BD23 TO CBD23

1856 KM NATURAL WASH = TRBD 0950

1857 KM MUSKINGUM ROUTING UNSTABLE

1858 RD 1500 0.017 0.040 0 TRAP 100 2

*

1859 KK B504C

1860 BA 0.278

1861 PB 3.16

1862 LS 0 87.4

1863 UD 0.204

*

1864 KK RB504C

1865 KM ROUTE B504C THROUGH BD23 TO CBD23

1866 KM FUTURE CONCRETE CHANNEL

1867 RD 5550 0.033 0.015 0 TRAP 12 2

*

1868 KK BD21

1869 BA 0.442

1870 PB 3.23

1871 LS 0 87.9

1872 UD 0.254

*

1 HEC-1 INPUT PAGE 52

 

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

 

1873 KK RBD21

1874 KM ROUTE BD21 THROUGH BD22 TO CBD22

1875 KM FUTURE CONCRETE CHANNEL

1876 RD 2100 0.017 0.015 0 TRAP 12 2

*

1877 KK BD22

1878 BA 0.275

1879 PB 3.19

1880 LS 0 91.8

1881 UD 0.222

*

1882 KK CBD22

1883 KM COMBINE BD21 AND BD22

1884 HC 2

*

1885 KK RCBD22

1886 KM ROUTE CBD22 THROUGH BD23 TO CBD23

1887 KM FUTURE CONCRETE CHANNEL

1888 RD 2850 0.023 0.015 0 TRAP 12 2

*

1889 KK BD23

1890 BA 0.548

1891 PB 3.16

1892 LS 0 88.4

1893 UD 0.208

*

1894 KK CBD23

1895 KM COMBINED FLOW TO BLUE DIAMOND DETENTION BASIN

1896 KM COMBINE CBD20, B504C, CBD22, AND BD23

1897 KO 3

1898 HC 4

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

1899 KK BDDB

1900 KM TAKEN FROM THE DESIGN MEMORANDUM FOR THE

1901 KM BLUE DIAMOND DETENTION BASIN, APRIL 1998

1902 KM FACILITY ID-MILE = TRBD 0930

1903 KM STORAGE VOLUME = 2270 ACRE-FEET

1904 KM OUTLET = 30" X 30" ORIFICE

1905 KM 100-YR DISCHARGE = 210 CFS

1906 KM SPILLWAY LENGTH = 1830 FT (BROAD-CRESTED WEIR)

1907 KM SPILLWAY CREST ELEVATION = 2965 FT NAVD 88

1908 KM PMF DISCHARGE = 145,000 CFS

1909 KM TOP OF DAM ELEVATION = 2976 FT NAVD 88

1910 KO 3

1911 RS 1 STOR -1

1912 SV 0.00 2.07 8.74 28.92 98.74 142.07 226.04 417.21 508.47 660.72

1913 SV 961.44 1099.37 1324.77 1753.24 1947.39 2268.11 2381.98 2870.81 3135.86 3274.1

1914 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

 

1915 SQ 177 183 191 203 208 215 5941 75090 130242 161113

1916 SE 2917.75 2920 2922 2925 2930 2932 2935 2940 2942 2945

1917 SE 2950 2952 2955 2960 2962 2965 2966 2970 2972 2973

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

*

1918 KK *DOUTBD

1919 KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

1920 DT*D-BDOUT

1921 DI 0 210 2000 5000 10000

1922 DQ 0 0 1790 4790 9790

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

1923 KK*NO_FLOW

1924 KM ALL FLOW REMOVED

1925 DT*REMOVED

1926 DI 0 100000

1927 DQ 0 100000

*

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

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

*

1928 KK RBDDB

1929 KM ROUTE BDDB THROUGH TBD1 TO CTBD1

1930 KM FACILITY = BLUE DIAMOND CHANNEL

1931 KM FACILITY # = TRBD 0854

1932 KM LINING = NATURAL WASH

1933 KM TRAVEL LENGTH = 5,900

1934 KM SLOPE = 1.5%

1935 KM N = 0.040

1936 KM HYDRAULIC RADIUS = 1.5

1937 KM VELOCITY = 9.6 FPS

1938 RM 2 0.171 0.15

*

1939 KK TBD1

1940 BA 0.426

1941 PB 3.12

1942 LS 0 89.1

1943 UD 0.264

*

1944 KK CTBD1

1945 KM COMBINE BDDB AND TBD1

1946 HC 2

*

1 HEC-1 INPUT PAGE 54

 

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

 

1947 KK RCTBD1

1948 KM ROUTE CTBD1 THROUGH TBD2 TO CTBD2

1949 KM FACILITY = BLUE DIAMOND CHANNEL

1950 KM FACILITY # = TRBD 0852, 0761, 0681, AND 0652

1951 KM LINING = NATURAL WASH

1952 KM TRAVEL LENGTH = 6,250

1953 KM SLOPE = 1.5%

1954 KM N = 0.040

1955 KM HYDRAULIC RADIUS = 1.5

1956 KM VELOCITY = 9.6 FPS

1957 RM 2 0.182 0.15

*

1958 KK TBD2

1959 BA 0.403

1960 PB 3.01

1961 LS 0 85.7

1962 UD 0.343

*

1963 KK CTBD2

1964 KM COMBINE CTBD1 AND TBD2

1965 HC 2

*

* LOCATION OF BLUE DIAMOND DEBRIS BASIN

* SSD RELATIONSHIP NOT AVAILABLE

* FACILITY # = TRBD 0681

*

1966 KK RCTBD2

1967 KM ROUTE CTBD2 TO CTBD3 IN DURANGO DR

1968 KM FACILITY = BLUE DIAMOND CHANNEL

1969 KM FACILITY # = TRBD 0652 AND 0620

1970 KM LINING = CONCRETE

1971 RD 950 0.007 0.015 0 TRAP 14 0

*

1972 KK TBD3

1973 BA 0.391

1974 PB 2.98

1975 LS 0 88.0

1976 UD 0.377

*

1977 KK CTBD3

1978 KM COMBINE CTBD2 AND TBD3

1979 HC 2

*

1 HEC-1 INPUT PAGE 55

 

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

 

1980 KK RCTBD3

1981 KM ROUTE CTBD3 TO CTBD4 IN DURANGO DR

1982 KM FACILITY = BLUE DIAMOND CHANNEL

1983 KM FACILITY # = TRBD 0583 AND 0560

1984 KM LINING = CONCRETE / RCB

1985 RD 1000 0.012 0.015 0 TRAP 14 0

*

1986 KK TBD4

1987 BA 0.555

1988 PB 2.96

1989 LS 0 86.5

1990 UD 0.339

*

1991 KK CTBD4

1992 KM COMBINE CTBD3 AND TBD4

1993 HC 2

*

1994 KK RCTBD4

1995 KM ROUTE CTBD4 TO CTBD5 IN DURANGO DR

1996 KM FACILITY = BLUE DIAMOND CHANNEL

1997 KM FACILITY # = TRBD 0539, 0522 AND 0518

1998 KM LINING = CONCRETE

1999 RD 720 0.012 0.015 0 TRAP 14 0

*

2000 KK TBD5

2001 BA 0.491

2002 PB 2.9

2003 LS 0 91.2

2004 UD 0.447

*

2005 KK CTBD5

2006 KM COMBINE CTBD4 AND TBD5

2007 HC 2

*

2008 KK RCTBD5

2009 KM ROUTE CTBD5 TO CTBD6 IN DURANGO DR

2010 KM FACILITY = BLUE DIAMOND CHANNEL

2011 KM FACILITY # = TRBD 0462 AND 0453

2012 KM LINING = CONCRETE

2013 RD 1005 0.017 0.015 0 TRAP 18 0

*

2014 KK TBD6

2015 BA 0.374

2016 PB 2.84

2017 LS 0 94.2

2018 UD 0.376

*

1 HEC-1 INPUT PAGE 56

 

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

 

2019 KK CTBD6

2020 KM COMBINE CTBD5 AND TBD6

2021 HC 2

*

2022 KK RCTBD6

2023 KM ROUTE CTBD6 TO CTBD11 IN BELTWAY CHANNEL

2024 KM FACILITY = BLUE DIAMOND CHANNEL

2025 KM FACILITY # = TRBD 0448, 0438, 0430, 0384, 0380, AND 0370

2026 KM LINING = RCB/CONCRETE

2027 RD 4730 0.009 0.015 0 TRAP 18 0

*

2028 KK TBD7

2029 BA 0.269

2030 PB 2.87

2031 LS 0 85.9

2032 UD 0.404

*

2033 KK RTBD7

2034 KM ROUTE TBD7 TO CTBD8 IN BUFFALO DR

2035 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2036 KM FACILITY # = BDBF 0125

2037 KM LINING = RCP

2038 RD 2600 0.011 0.013 0 CIRC 7.5

*

2039 KK TBD8

2040 BA 0.512

2041 PB 2.84

2042 LS 0 92.7

2043 UD 0.420

*

2044 KK CTBD8

2045 KM COMBINE TBD7 AND TBD8

2046 HC 2

*

2047 KK RCTBD8

2048 KM ROUTE CTBD8 TO CTBD9 IN BUFFALO DR

2049 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2050 KM FACILITY # = BDBF 0076

2051 KM LINING = CONCRETE

2052 RD 2700 0.01 0.015 0 TRAP 10 0

*

2053 KK TBD9

2054 BA 0.506

2055 PB 2.81

2056 LS 0 92.5

2057 UD 0.420

*

1 HEC-1 INPUT PAGE 57

 

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

 

2058 KK CTBD9

2059 KM COMBINE CTBD8 AND TBD9

2060 HC 2

*

2061 KK RCTBD9

2062 KM ROUTE CTBD9 TO CTBD10 IN BUFFALO DR

2063 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2064 KM FACILITY # = BDBF 0010

2065 KM LINING = CONCRETE

2066 RD 2000 0.011 0.015 0 TRAP 10 0

*

2067 KK TBD10

2068 BA 0.391

2069 PB 2.77

2070 LS 0 97.0

2071 UD 0.396

*

2072 KK CTBD10

2073 KM COMBINE CTBD9 AND TBD10

2074 HC 2

*

2075 KK RCTBD10

2076 KM ROUTE CTBD10 TO CTBD11 IN BUFFALO DR

2077 KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

2078 KM FACILITY # = BDBF 0010, 0005, AND 0000

2079 KM LINING = RCB/CONCRETE

2080 RD 2000 0.013 0.015 0 TRAP 10 0

*

2081 KK TBD11

2082 BA 0.381

2083 PB 2.77

2084 LS 0 95.8

2085 UD 0.415

*

2086 KK CTBD11S

2087 KM COMBINE CTBD10 AND TBD11

2088 HC 2

*

2089 KK CTBD11

2090 KM COMBINE CTBD6 AND CTBD11S

2091 HC 2

*

1 HEC-1 INPUT PAGE 58

 

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

 

2092 KK RCTBD11

2093 KM ROUTE CTBD11 TO CTBD15 IN BELTWAY CHANNEL

2094 KM FACILITY = BLUE DIAMOND CHANNEL

2095 KM FACILITY # = TRBD 0350, 0310, 0300, 0290, 0270, 0245, AND 0225

2096 KM LINING = CONCRETE/RCB

2097 RD 5110 0.014 0.015 0 TRAP 20 0

*

2098 KK TBD12

2099 BA 0.506

2100 PB 2.77

2101 LS 0 78.8

2102 UD 0.446

*

2103 KK RCTBD12

2104 KM ROUTE TBD12 TO CTBD13 IN RAINBOW BLVD

2105 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2106 KM FACILITY # = BDRB 0094, 0077, AND 0070

2107 KM LINING = CONCRETE RCP

2108 RD 2600 0.008 0.013 0 CIRC 5

*

2109 KK TBD13

2110 BA 0.500

2111 PB 2.77

2112 LS 0 87.5

2113 UD 0.446

*

2114 KK CTBD13

2115 KM COMBINE CTBD12 AND TBD13

2116 HC 2

*

2117 KK RCTBD13

2118 KM ROUTE CTBD13 TO CTBD14 IN RAINBOW BLVD

2119 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2120 KM FACILITY # = BDRB 0031

2121 KM LINING = RCB

2122 RD 1950 0.009 0.015 0 TRAP 10 0

*

2123 KK TBD14

2124 BA 0.377

2125 PB 2.77

2126 LS 0 96.8

2127 UD 0.384

*

1 HEC-1 INPUT PAGE 59

 

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

 

2128 KK CTBD14

2129 KM COMBINE CTBD13 AND TBD14

2130 HC 2

*

2131 KK RCTBD14

2132 KM ROUTE CTBD14 TO CTBD15 IN RAINBOW BLVD

2133 KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

2134 KM FACILITY # = BDRB 0024, 0016, 0005, AND 0000

2135 KM LINING = RCB

2136 RD 1950 0.015 0.015 0 TRAP 10 0

*

2137 KK TBD15

2138 BA 0.391

2139 PB 2.77

2140 LS 0 96.1

2141 UD 0.371

*

2142 KK CTBD15S

2143 KM COMBINE CTBD14 AND TBD15

2144 HC 2

*

2145 KK CTBD15

2146 KM COMBINE CTBD11 AND CTBD15S

2147 HC 2

*

2148 KK RCTBD15

2149 KM ROUTE CTBD15 TO CTBD19 IN BELTWAY CHANNEL

2150 KM FACILITY = BLUE DIAMOND CHANNEL

2151 KM FACILITY # = TRBD 0215, 0200, 0190, 0182, 0180, AND 0175

2152 KM LINING = CONCRETE

2153 RD 5410 0.012 0.015 0 TRAP 16 2

*

2154 KK TBD17

2155 BA 0.501

2156 PB 2.77

2157 LS 0 79.4

2158 UD 0.441

*

2159 KK RCTBD17

2160 KM ROUTE CTBD17 TO CTBD18 IN JONES BLVD

2161 KM FACILITY = BLUE DIAMOND - JONES BRANCH

2162 KM FACILITY # = BDJO 0061 AND 0024

2163 KM LINING = RCB

2164 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

 

2165 KK TBD18

2166 BA 0.351

2167 PB 2.77

2168 LS 0 89.4

2169 UD 0.376

*

2170 KK CTBD18

2171 KM COMBINE CTBD17 AND TBD18

2172 HC 2

*

2173 KK RCTBD18

2174 KM ROUTE CTBD18 TO CTBD19 IN JONES BLVD

2175 KM FACILITY = BLUE DIAMOND - JONES BRANCH

2176 KM FACILITY # = BDJO 0024, 00007, AND 0000

2177 KM LINING = RCB

2178 RD 2000 0.009 0.015 0 TRAP 12 0

*

2179 KK TBD19

2180 BA 0.375

2181 PB 2.77

2182 LS 0 95.0

2183 UD 0.386

*

2184 KK CTBD19S

2185 KM COMBINE CTBD18 AND TBD19

2186 HC 2

*

2187 KK CTBD19

2188 KM COMBINE CTBD15 AND CTBD19S

2189 HC 2

*

2190 KK RCTBD19

2191 KM ROUTE CTBD19 TO CTBD20B IN BELTWAY CHANNEL

2192 KM FACILITY = BLUE DIAMOND CHANNEL

2193 KM FACILITY # = TRBD 0170, 0150, 0140, 0110, 0100, AND 0096

2194 KM LINING = CONCRETE/RCB

2195 RD 3780 0.012 0.015 0 TRAP 28 0

*

2196 KK TBD20B

2197 BA 0.366

2198 PB 2.77

2199 LS 0 93.8

2200 UD 0.442

*

1 HEC-1 INPUT PAGE 61

 

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

 

2201 KK CTBD20B

2202 KM COMBINE CTBD19 AND CTBD20BS

2203 HC 2

*

2204 KKRCTBD20B

2205 KM ROUTE CTBD20B TO CTD14 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2206 KM FACILITY = BLUE DIAMOND CHANNEL

2207 KM FACILITY # = TRBD 0084, 0083, 0075, AND 0015

2208 KM LINING = CONCRETE

2209 RD 1990 0.01 0.015 0 TRAP 20 0

*

2210 KK TD14

2211 BA 0.308

2212 PB 2.77

2213 LS 0 91.0

2214 UD 0.344

*

2215 KK CTD14

2216 KM COMBINE CTBD20 AND TD14

2217 HC 2

*

2218 KK RTD14

2219 KM ROUTE CTD14 TO CTD15 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2220 KM FACILITY = BLUE DIAMOND CHANNEL

2221 KM FACILITY # = TRBD 0015

2222 KM LINING = CONCRETE

2223 RD 2150 0.012 0.015 0 TRAP 10 2

*

2224 KK TD15

2225 BA 0.252

2226 PB 2.77

2227 LS 0 93.1

2228 UD 0.377

*

2229 KK CTD15

2230 KM COMBINE CTD14 AND TD15

2231 HC 2

*

2232 KK RCTD15

2233 KM ROUTE CTD15 TO CTD16 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

2234 KM FACILITY = BLUE DIAMOND CHANNEL

2235 KM FACILITY # = TRBD 0014 AND 0000

2236 KM LINING = CONCRETE

2237 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

 

2238 KK TD16

2239 BA 0.440

2240 PB 2.77

2241 LS 0 91.3

2242 UD 0.380

*

2243 KK CTD16

2244 KM COMBINE CTD13, CTD15, AND TD16

2245 KM COMBINED FLOW TO TROPICANA DETENTION BASIN

2246 KO 3

2247 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

*

2248 KK*NO_FLOW

2249 KM ALL FLOW REMOVED

2250 DT*REMOVED

2251 DI 0 100000

2252 DQ 0 100000

*

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

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

*

2253 KK INFLOW

2254 BA 174.91

2255 KM INFLOW USACE HYDROGRAPH

2256 KO 3

2257 IN 6 0 0

2258 QI 0.00 0.00 0.00 0.00 0.00 116.13 232.26 425.81 696.79 812.92

2259 QI 870.98 909.69 812.92 793.56 716.14 716.14 754.85 793.56 832.27 870.98

2260 QI 909.69 919.37 919.37 929.05 929.05 929.05 936.79 936.79 936.79 909.69

2261 QI 929.05 929.05 967.76 1083.89 1509.70 2167.78 2709.72 3871.03 5225.90 6425.92

2262 QI 6696.89 6580.76 5961.39 5380.74 4529.11 4064.59 3677.48 3329.09 3096.83 2903.

2263 QI 2632.30 2516.17 2477.46 2361.33 2129.07 1858.10 1664.54 1548.41 1393.57 1238.

2264 QI 1045.18 929.05 890.34851.63  8 32.27 735.50 696.79 658.08 638.72 619.37

2265 QI 619.37 609.69 600.01 590.33 580.66 570.98 570.98 503.23 503.23 493.56

2266 QI 483.88 474.20 474.20 474.20 464.52 464.52 464.52 464.52 464.52 464.52

2267 QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52

2268 QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 454.85 454.85

2269 QI 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85

2270 IN 5 0 0

*

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

1 HEC-1 INPUT PAGE 63

 

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

 

2271 KK TRDB

2272 KM TROPICANA DETENTION BASIN

2273 KM ELEVATION-STAGE-STORAGE-OUTFLOW INFORMATION TAKEN FROM

2274 KM THE 1996 DESIGN MEMORANDUM FOR THE

2275 KM TROPICANA DETENTION BASIN AND OUTLET CHANNEL

2276 KM FACILITY ID-MILE = TRWA 0454

2277 KM STORAGE VOLUME = 825 ACRE-FEET

2278 KM OUTLET = 10'W x 8.5'H RCB

2279 KM 100-YR DISCHARGE = 486 CFS

2280 KM SPILLWAY LENGTH = 2780 FT (BROAD-CRESTED WEIR)

2281 KM SPILLWAY CREST ELEVATION = 2289.83 FT NAVD88

2282 KM PMF DISCHARGE = 13000 CFS

2283 KM TOP OF DAM ELEVATION = 2289.83 FT NAVD88

2284 KM 2008 MPU = SV CARDS HAVE BEEN UPDATED TO REFLECT USACE DESIGN MEMO

2285 KO 3

2286 RS 1 STOR -1

2287 SV 0.00 2.75 5.76 19.81 53.53 121.28 228.46 391.33 485.62 582.50

2288 SV 824.50 876.38 930.70 987.45

2289 SQ 0.00 16.60 25.43 210.40 280.25 336.22 383.83 427.72 445.80 464.87

2290 SQ 500.36 7850 11915 13000

2291 SE 2251.61 2255.02 2255.91 2260.04 2265.03 2270.01 2275.03 2280.18 2282.64 2285.

2292 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

*

2293 KK*NO_FLOW

2294 KM ALL FLOW REMOVED

2295 DT*REMOVED

2296 DI 0 100000

2297 DQ 0 100000

*

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

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

*

2298 KK RTRDB

2299 KM ROUTE TRBD TO CTW1 IN TROPICANA OUTLET CHANNEL

2300 KM FACILITY = TROPICANA WASH

2301 KM FACILITY # = TRWA 0441, 0440, 0439, 0433, 0422, 0404, 0395, AND 0382

2302 KM LINING = RCB/CONCRETE

2303 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

 

2304 KK TW1

2305 BA 0.414

2306 PB 2.77

2307 LS 0 94.5

2308 UD 0.380

*

2309 KK CTW1

2310 KM COMBINE TRBD (TROPICANA DETENTION BASIN OUTFLOW) AND TW1

2311 HC 2

*

2312 KK RTW1

2313 KM ROUTE CTW1 TO CTW2 IN TROPICANA OUTLET CHANNEL

2314 KM FACILITY = TROPICANA WASH

2315 KM FACILITY # = TRWA 0314

2316 KM LINING = RCB

2317 RD 3600 0.014 0.015 0 TRAP 15 0

*

2318 KK TW2

2319 BA 0.451

2320 PB 2.77

2321 LS 0 93.1

2322 UD 0.372

*

2323 KK CTW2

2324 KM COMBINE CTW1 AND TW2

2325 HC 2

*

2326 KK RCTW2

2327 KM ROUTE CTW2 TO CTW3 IN TROPICANA OUTLET CHANNEL

2328 KM FACILITY = TROPICANA WASH

2329 KM FACILITY # = TRWA 0284

2330 KM LINING = CONCRETE

2331 RD 1250 0.009 0.015 0 TRAP 20 0

*

2332 KK TW3

2333 BA 0.304

2334 PB 2.77

2335 LS 0 93.8

2336 UD 0.370

*

2337 KK CTW3

2338 KM COMBINE CTW2 AND TW3

2339 HC 2

*

1 HEC-1 INPUT PAGE 65

 

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

 

2340 KK RCTW3

2341 KM ROUTE CTW3 TO CTW8 IN TROPICANA OUTLET CHANNEL

2342 KM FACILITY = TROPICANA WASH

2343 KM FACILITY # = TRWA 0284 AND 0278

2344 KM LINING = CONCRETE

2345 RD 1350 0.009 0.015 0 TRAP 20 0

*

2346 KK TW4

2347 BA 0.406

2348 PB 2.77

2349 LS 0 88.0

2350 UD 0.424

*

2351 KK RTW4

2352 KM ROUTE TW4 THROUGH TW5 TO CTW5

2353 KM LINING = STREET: HACIENDA AVE

2354 RD 4350 0.006 0.016 0 TRAP 0 50

*

2355 KK TW5

2356 BA 0.295

2357 PB 2.77

2358 LS 0 89.9

2359 UD 0.367

*

2360 KK CTW5

2361 KM COMBINE TW4 AND TW5

2362 HC 2

*

2363 KK RCTW5

2364 KM ROUTE CTW5 THROUGH TW7 TO CTW7

2365 KM LINING = STREET: RENO AVE

2366 RD 3250 0.012 0.016 0 TRAP 0 50

*

2367 KK TW7

2368 BA 0.373

2369 PB 2.77

2370 LS 0 93.4

2371 UD 0.406

*

2372 KK CTW7

2373 KM COMBINE CTW5 AND TW7

2374 HC 2

*

1 HEC-1 INPUT PAGE 66

 

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

 

2375 KK TW6

2376 BA 0.431

2377 PB 2.77

2378 LS 0 94.3

2379 UD 0.407

*

2380 KK RTW6

2381 KM ROUTE TW6 THROUGH TW7 TO CTW7

2382 KM FACILITY # = NBSC 0000

2383 KM LINING = RCP

2384 RD 1000 0.008 0.015 0 CIRC 5

*

2385 KK CTW6

2386 KM COMBINE TW6 AND CTW7

2387 HC 2

2388 KO 3

*

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

2389 KK TNDB

2390 KM TROPICANA NORTH BRANCH DETENTION BASIN

2391 KM INFORMATION PER PRE-FINAL DESIGN

2392 KM FACILITY ID-MILE = TRNB 0094

2393 KM STORAGE VOLUME = 55.7 ACRE-FEET

2394 KM OUTLET = 10'W x 7'H RCB

2395 KM 100-YR DISCHARGE = 776 CFS

2396 KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

2397 KM SPILLWAY CREST ELEVATION = 2222.9 FT

2398 KM PMF DISCHARGE = 37000 CFS

2399 KM TOP OF DAM ELEVATION = 2222.9 FT

2400 KO 3

2401 RS 1 STOR -1

2402 SV 0 0.9 5.6 12.9 20.8 29.0 37.7 46.7 56.2 64.0

2403 SE 2204.5 2207 2209 2211 2213 2215 2217 2219 2221 2222.5

2404 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

*

2405 KK*NO_FLOW

2406 KM ALL FLOW REMOVED

2407 DT*REMOVED

2408 DI 0 100000

2409 DQ 0 100000

*

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

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

*

1 HEC-1 INPUT PAGE 67

 

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

 

2410 KK RTNDB

2411 KM ROUTE TNDB TO CTW8 IN TROPICANA WASH TRIBUTARY

2412 KM FACILITY = TROPICANA WASH - NORTH BRANCH

2413 KM FACILITY # = TRNB 0092, 0089, 0067, 0062, 0060, 0040

2414 KM FACILITY # = TRNB 0031/0030, 0020, 0015, AND 0000

2415 KM LINING = GABION/RCB/CONCRETE

2416 KM WEIGHTED MANNING NUMBER USED

2417 RD 4700 0.016 0.017 0 TRAP 15 0

*

2418 KK TW8

2419 BA 0.280

2420 PB 2.77

2421 LS 0 94.1

2422 UD 0.256

*

2423 KK CTW8W

2424 KM COMBINE RTNDB AND TW8

2425 HC 2

*

2426 KK CTW8

2427 KM COMBINE CTW3 AND CTW8W

2428 HC 2

*

2429 KK RCTW8

2430 KM ROUTE CTW8 TO CTW9 IN TROPICANA WASH

2431 KM FACILITY = TROPICANA WASH

2432 KM FACILITY # = TRWA 0234

2433 KM LINING = RCB

2434 RD 1920 0.012 0.015 0 TRAP 32 0

*

2435 KK TW9

2436 BA 0.235

2437 PB 2.77

2438 LS 0 93.7

2439 UD 0.264

*

2440 KK CTW9

2441 KM COMBINE TW8 AND TW9

2442 HC 2

*

2443 KK RCTW9

2444 KM ROUTE CTW9 TO CTW10 IN TROPICANA WASH

2445 KM FACILITY = TROPICANA WASH

2446 KM FACILITY # = TRWA 0218, 0210, 0192, 0152, 0151, 0150, 0121,

2447 KM FACILITY # = TRWA 0103, 0097, 0096, AND 0092

2448 KM LINING = RCB/GABION/GRASS

2449 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

 

2450 KK TBD20A

2451 BA 0.378

2452 PB 2.77

2453 LS 0 81.7

2454 UD 0.434

*

2455 KK RTBD20A

2456 KM ROUTE TBD20A TO CMC2

2457 KM LINING = NATURAL WASH

2458 RD 2500 0.015 0.04 0 TRAP 50 4

*

2459 KK MC2

2460 BA 0.201

2461 PB 2.77

2462 LS 0 93.0

2463 UD 0.385

*

2464 KK CMC2

2465 KM COMBINE TBD20A AND MC2

2466 HC 2

*

2467 KK RCMC2

2468 KM ROUTE MC2 THROUGH MC4 TO CMC4

2469 KM FACILITY = WAGON TRAIL CHANNEL

2470 KM LINING = NATURAL WASH

2471 RD 2450 0.015 0.04 0 TRAP 50 4

*

2472 KK MC4

2473 BA 0.280

2474 PB 2.77

2475 LS 0 73.4

2476 UD 0.448

*

2477 KK CMC4

2478 KM COMBINE CMC2 AND MC4

2479 HC 2

*

2480 KK RCMC4

2481 KM ROUTE CMC4 THROUGH MC5 TO CMC5

2482 KM FACILITY = WAGON TRAIL CHANNEL

2483 KM LINING = CONCRETE

2484 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

 

2485 KK MC3

2486 BA 0.191

2487 PB 2.77

2488 LS 0 90.2

2489 UD 0.311

*

2490 KK RMC3

2491 KM ROUTE MC3 TO CMC5

2492 KM FACILITY = LOCAL CONCRETE CHANNEL ALONG I-215

2493 RD 1150 0.011 0.015 0 TRAP 12 2

*

2494 KK MC5

2495 BA 0.181

2496 PB 2.77

2497 LS 0 73.3

2498 UD 0.305

*

2499 KK CMC5

2500 KM COMBINE CMC4, MC3, AND MC5

2501 HC 3

*

2502 KK RCMC5

2503 KM ROUTE CMC5 THROUGH MC6B TO CMC6B

2504 KM FACILITY = WAGON TRAIL CHANNEL

2505 KM FACILITY # = WGTR 0180, 0171, 0169, 0158, 0157, AND 0156

2506 KM LINING = CONCRETE CHANNEL / RCB

2507 RD 1020 0.011 0.015 0 TRAP 12 2

2508 RD 870 0.011 0.015 0 TRAP 24 0

*

2509 KK MC6B

2510 BA 0.185

2511 PB 2.77

2512 LS 0 93.4

2513 UD 0.230

*

2514 KK CMC6B

2515 KM COMBINE CMC5 AND MC6B

2516 HC 2

*

2517 KK RCMC6B

2518 KM ROUTE CMC6B THROUGH MC7A TO CMC7A

2519 KM FACILITY = WAGON TRAIL CHANNEL

2520 KM FACILITY # = WGTR 0136, 0134, 0111, 0098, 0097, 0089, 0088, AND 0080

2521 KM LINING = RIPRAP / CONCRETE

2522 KM WEIGHTED MANNING NUMBER USED

2523 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

 

2524 KK MC7A

2525 BA 0.185

2526 PB 2.77

2527 LS 0 92.7

2528 UD 0.299

*

2529 KK CMC7AS

2530 KM COMBINE CMC6B AND MC7A

2531 HC 2

*

2532 KK MC6A

2533 BA 0.335

2534 PB 2.77

2535 LS 0 94.4

2536 UD 0.347

*

2537 KK CMC7A

2538 KM COMBINE CMC7AS AND MC6A

2539 HC 2

*

2540 KK RCMC7A

2541 KM ROUTE CMC7A THROUGH MC7B TO CMC7B

2542 KM FACILITY = WAGON TRAIL CHANNEL

2543 KM FACILITY # =WGTR 0065, 0064, AND 0051

2544 KM LINING = RIPRAP/CONCRETE

2545 KM WEIGHTED MANNING NUMBER USED

2546 RD 1400 0.019 0.031 0 TRAP 12 2

*

2547 KK MC7B

2548 BA 0.274

2549 PB 2.77

2550 LS 0 90.6

2551 UD 0.300

*

2552 KK CMC7B

2553 KM COMBINE CMC7A AND MC7B

2554 HC 2

*

2555 KK RCMC7

2556 KM ROUTE CMC7 THROUGH MC8 TO CMC8

2557 KM FACILITY = CLARK COUNTY GOLF COURSE/TROPICANA WASH - MCCARRAN AIRPORT

2558 KM FACILITY # = WGTR 0050 AND 0000; TRMC 0263

2559 KM LINING = GRASS/RCB

2560 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

 

2561 KK MC8

2562 BA 0.510

2563 PB 2.77

2564 LS 0 81.6

2565 UD 0.505

*

2566 KK CMC8

2567 KM COMBINE CMC7 AND MC8

2568 HC 2

*

2569 KK RCMC8

2570 KM ROUTE CMC8 THROUGH MC9 TO CMC9

2571 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2572 KM FACILITY # = TRMC 0235, 0234/0233, 0216, 0215, 0196/0195, AND 0063/0062

2573 KM LINING = CONCRETE/RCB

2574 RD 8180 0.008 0.015 0 TRAP 16 0

*

2575 KK MC9

2576 BA 0.522

2577 PB 2.77

2578 LS 0 92.3

2579 UD 0.614

*

2580 KK CMC9

2581 KM COMBINE CMC8 AND MC9

2582 HC 2

*

2583 KK RCMC9

2584 KM ROUTE CMC9 THROUGH MC11 TO CMC11

2585 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2586 KM FACILITY # = TRMC 0063/0062

2587 KM LINING = RCB

2588 RD 2450 0.005 0.015 0 TRAP 16 0

*

2589 KK MC10

2590 BA 0.517

2591 PB 2.77

2592 LS 0 91.7

2593 UD 0.581

*

2594 KK RMC10

2595 KM ROUTE MC10 THROUGH MC11 TO CMC11

2596 KM MCCARRAN AIRPORT ONSITE DRAINAGE

2597 KM FUTURE CONCRETE CHANNEL

2598 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

 

2599 KK MC11

2600 BA 0.564

2601 PB 2.77

2602 LS 0 90.9

2603 UD 0.565

*

2604 KK CMC11

2605 KM COMBINE CMC9, MC10, AND MC11

2606 HC 3

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

2607 KK DTRMC

2608 KM DIVERT FLOW FOR LATER ROUTING THROUGH TROPICANA MCCARRAN DB

2609 KM VIA OVERFLOW WEIR FOR DISCHARGE INTO SWENSEN AVENUE FACILITY

2610 DT DTRSW

2611 DI 0 800 842 920 1021 1139 1274 1424 1586 1760

2612 DI 1946 2142 2348 2564 2789 3022 10000

2613 DQ 0 0 42 120 221 339 474 624 786 960

2614 DQ 1146 1342 1548 1764 1989 2222 9200

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

2615 KK RDTRMC

2616 KM ROUTE DTRMC TO CTW10S

2617 KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

2618 KM FACILITY # = TRMC 0060, 0031/0030, 0013/0012, 0011/0010, AND 0001/0000

2619 KM LINING = CONCRETE

2620 RD 3150 0.005 0.015 0 TRAP 20 0

*

2621 KK TW10

2622 BA 0.496

2623 PB 2.77

2624 LS 0 91.8

2625 UD 0.454

*

2626 KK CTW10S

2627 KM COMBINE DTRMC AND TW10 U/S OF CONFLUENCE W/TRWA

2628 HC 2

*

2629 KK CTW10

2630 KM COMBINE CTW9 AND CTW10S

2631 HC 2

*

2632 KK RCTW10

2633 KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

2634 KM FACILITY = TROPICANA WASH

2635 KM FACILITY # = TRWA 0075, 0074, AND 0056

2636 KM LINING = RCB

2637 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

 

2638 KK DTRSW

2639 KM RETRIEVE DTRSW TO ROUTE THROUGH DB AT TROP/PARADISE

2640 DR DTRSW

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

2641 KK TRMCDB

2642 KM PROPOSED DB AT TROPICANA AND PARADISE

2643 KO 3

2644 RS 1 STOR -1

2645 SV 0 8.8 17.8 26.9 36.1 45.4 54.9 64.5 74.2 84.0

2646 SV 94.0 104.1 114.3 124.7

2647 SE 2150 2151 2152 2153 2154 2155 2156 2157 2158 2159

2648 SE 2160 2161 2162 2163

2649 SQ 0 13.4 56.9 113.5 131.1 146.6 160.6 173.4 185.4 196.7

2650 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

*

2651 KK*NO_FLOW

2652 KM ALL FLOW REMOVED

2653 DT*REMOVED

2654 DI 0 100000

2655 DQ 0 100000

*

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

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

*

2656 KK RTRMCDB

2657 KM ROUTE TRMCDB OUTFLOW TO CTW10-1

2658 KM FAICLITY = TROPICANA WASH - SWENSON

2659 KM FACILITY # = TRSW 0036 AND 0000

2660 KM LINING = RCP

2661 RD 4150 0.005 0.015 0 CIRC 6 0

*

2662 KK CTW10-1

2663 KM COMBINE RTRMCDB AND CTW10

2664 HC 2

*

2665 KKRCTW10-1

2666 KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

2667 KM FACILITY = TROPICANA WASH

2668 KM FACILITY # = TRWA 0041/0040, 0039, 0034/0033, AND 0019/0018

2669 KM LINING = CONCRETE/GABION

2670 KM WEIGHTED MANNING NUMBER USED

2671 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

 

2672 KK TW11

2673 BA 0.425

2674 PB 2.77

2675 LS 0 91.2

2676 UD 0.440

*

2677 KK CTW11

2678 KM COMBINE CTW10-1 AND TW11

2679 HC 2

*

2680 KK RCTW11

2681 KM ROUTE CTW11 TO CFW18 IN TROPICANA WASH

2682 KM FACILITY = TROPICANA WASH

2683 KM FACILITY # = TRWA 0016, 0012, AND 0000

2684 KM LINING = CONCRETE

2685 RD 995 0.024 0.013 0 TRAP 40 0

*

2686 KK LF1

2687 BA 0.365

2688 PB 3.07

2689 LS 0 79.9

2690 UD 0.355

*

2691 KK RLF1

2692 KM ROUTE LF1 TO CLF3 IN DESERT INN ROAD

2693 KM FACILITY = DESERT INN DRAIN

2694 KM FACILITY # = FLDI 0105 AND 0100

2695 KM LINING = RCP

2696 RD 2700 0.015 0.013 0 CIRC 5

*

2697 KK LF2

2698 BA 0.312

2699 PB 3.03

2700 LS 0 90.1

2701 UD 0.345

*

2702 KK RLF2

2703 KM ROUTE LF2 TO CLF3

2704 KM FORT APACHE

2705 RD 2800 0.014 0.016 0 TRAP 0 50

*

2706 KK LF3

2707 BA 0.258

2708 PB 2.99

2709 LS 0 86.5

2710 UD 0.286

*

1 HEC-1 INPUT PAGE 75

 

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

 

2711 KK CLF3

2712 KM COMBINE LF1, LF2, AND LF3

2713 HC 3

*

2714 KK RCLF3

2715 KM ROUTE CLF3 TO CLF4

2716 KM FACILITY = DESERT INN DRAIN

2717 KM FACILITY # = FLDI 0095, 0075, AND 0050

2718 KM LINING = RCP

2719 RD 2600 0.016 0.013 0 CIRC 7.5

*

2720 KK LF4

2721 BA 0.444

2722 PB 2.91

2723 LS 0 81.7

2724 UD 0.355

*

2725 KK CLF4

2726 KM COMBINE CLF3 AND LF4

2727 HC 2

*

2728 KK RCLF4

2729 KM ROUTE CLF4 TO CLF6

2730 KM FACILITY = DESERT INN DRAIN

2731 KM FACILITY # = FLDI 0004 AND 0000

2732 KM LINING = RCP/RCB

2733 RD 2850 0.022 0.013 0 CIRC 8

*

2734 KK LF5

2735 BA 0.490

2736 PB 2.97

2737 LS 0 93.6

2738 UD 0.479

*

2739 KK RLF5

2740 KM ROUTE LF5 TO CLF6

2741 KM FACILITY = SPRING MOUNTAIN DRAIN

2742 KM FACILITY # = FLSM 0180, 0125, AND 0100

2743 KM LINING = RCP

2744 RD 5700 0.01 0.013 0 CIRC 8

*

2745 KK LF6

2746 BA 0.382

2747 PB 2.82

2748 LS 0 81.1

2749 UD 0.377

*

1 HEC-1 INPUT PAGE 76

 

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

 

2750 KK CLF6N

2751 KM COMBINE LF5 AND LF6

2752 HC 2

*

2753 KK CLF6

2754 KM COMBINE CLF4 AND CLF6N

2755 HC 2

*

2756 KK LF7

2757 BA 0.368

2758 PB 2.83

2759 LS 0 81.3

2760 UD 0.373

*

2761 KK CLF7

2762 KM COMBINE CLF6 AND LF7

2763 KO 3

2764 HC 2

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

2765 KK LAKEDB

2766 KM LAKES DETENTION BASIN

2767 KM TAKEN FROM THE DESIGN CALCULATIONS FOR LAKES DETENTION

2768 KM BASIN AND ASSOCIATED COLLECTION AND OUTFALL FACILITIES

2769 KM BY PBS&J 8/99

2770 KM FACILITY ID-MILE = FLSM 0087/0088

2771 KM STORAGE VOLUME = 143 ACRE-FEET

2772 KM PROPOSED STORAGE VOLUME = 165 AC FT

2773 KM OUTLET = 36" RCP

2774 KM 100-YR DISCHARGE = 85 CFS

2775 KM SPILLWAY LENGTH = UNKNOWN

2776 KM SPILLWAY CREST ELEVATION = 2595 FT

2777 KM PMF DISCHARGE = UNKNOWN (ASSUMED 10*100YR = 19,600)

2778 KM TOP OF DAM ELEVATION = UNKNOWN

2779 KO 3

2780 RS 1 ELEV 2570

2781 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

2782 SV 0 1.14 2.64 4.33 5.62 7.11 9.78 14.3 21.8 31.5

2783 SV 42.3 53.5 65.1 77 91 106 122 138 154 170

2784 SE 2570 2578 2579 2580 2581 2582 2583 2584 2585 2586

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

2785 SE 2570 2578 2579 2580 2581 2582 2583 2584 2585 2586

2786 SE 2587 2588 2589 2590 2591 2592 2593 2594 2595 2596

2787 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

2788 SQ 0 56 58.1 60.2 62.1 64.1 65.9 67.7 69.5 71.2

2789 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

 

2790 KK*NO_FLOW

2791 KM ALL FLOW REMOVED

2792 DT*REMOVED

2793 DI 0 100000

2794 DQ 0 100000

*

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

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

*

2795 KK RLAKEDB

2796 KM ROUTE RLAKEDB (OUTFLOW FROM LAKE DETENTION BASIN) THROUGH LF10 TO CLF10

2797 KM FACILITY = SPRING MOUNTAIN DRAIN

2798 KM FACILITY # = FLSM 0083 AND 0000

2799 KM LINING = RCP

2800 RD 630 0.019 0.013 0 CIR 3

2801 RD 4600 0.025 0.013 0 CIR 5

*

2802 KK LF10

2803 BA 0.221

2804 PB 2.77

2805 LS 0 65.8

2806 UD 0.332

*

2807 KK CLF10W

2808 KM COMBINE LAKEDB AND LF10

2809 HC 2

*

2810 KK LF8

2811 BA 0.513

2812 PB 2.77

2813 LS 0 90.2

2814 UD 0.362

*

2815 KK RLF8

2816 KM ROUTE LF8 THROUGH LF9 TO CLF9

2817 KM FACILITY = FLAMINGO WASH - BUFFALO

2818 KM FACILITY # = FLBF 0278, 0258, AND 0252

2819 KM LINING = RCP

2820 RD 2650 0.007 0.013 0 CIRC 7.5

*

2821 KK LF9

2822 BA 0.431

2823 PB 2.77

2824 LS 0 78.2

2825 UD 0.354

*

1 HEC-1 INPUT PAGE 78

 

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

 

2826 KK CLF9

2827 KM COMBINE LF8 AND LF9

2828 HC 2

*

2829 KK RCLF9

2830 KM ROUTE CLF9 THROUGH LF10 TO CLF10

2831 KM FACILITY = FLAMINGO WASH - BUFFALO

2832 KM FACILITY # = FLBF 0228

2833 KM LINING = RCP

2834 RD 1350 0.012 0.013 0 CIRC 8

*

2835 KK CLF10

2836 KM COMBINE CLF9 AND CLF10W

2837 HC 2

*

2838 KK RCLF10

2839 KM ROUTE CLF10 THROUGH LF11 TO CLF11

2840 KM FACILITY = FLAMINGO WASH - BUFFALO

2841 KM FACILITY # = FLBF 0152

2842 KM LINING = RCB

2843 RD 2650 0.003 0.015 0 TRAP 10 0

*

2844 KK LF11

2845 BA 0.506

2846 PB 2.77

2847 LS 0 63.5

2848 UD 0.441

*

2849 KK CLF11

2850 KM COMBINE CLF10 AND LF11

2851 HC 2

*

2852 KK RCLF11

2853 KM ROUTE CLF11 TO CLF12

2854 KM FACILITY = FLAMINGO WASH - BUFFALO

2855 KM FACILITY # = FLBF 0152 AND 0142

2856 KM LINING = RCB

2857 RD 1350 0.007 0.015 0 TRAP 12 0

*

2858 KK LF12

2859 BA 0.256

2860 PB 2.77

2861 LS 0 68.1

2862 UD 0.370

*

1 HEC-1 INPUT PAGE 79

 

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

 

2863 KK CLF12

2864 KM COMBINE CLF11 AND LF12

2865 HC 2

*

2866 KK RCLF12

2867 KM ROUTE CLF12 TO CLF13

2868 KM FACILITY = FLAMINGO WASH - BUFFALO

2869 KM FACILITY # = FLBF 0125

2870 KM LINING = RCB

2871 RD 2750 0.003 0.015 0 TRAP 18 0

*

2872 KK LF13

2873 BA 0.519

2874 PB 2.77

2875 LS 0 79.3

2876 UD 0.440

*

2877 KK CLF13

2878 KM COMBINE CLF12 AND LF13

2879 HC 2

*

2880 KK RCLF13

2881 KM ROUTE CLF13 TO CLF14

2882 KM FACILITY = FLAMINGO WASH - BUFFALO

2883 KM FACILITY # = FLBF 0107 AND 0047

2884 KM LINING = RCB/CONCRETE

2885 RD 1400 0.003 0.015 0 TRAP 20 0

*

2886 KK LF14

2887 BA 0.259

2888 PB 2.77

2889 LS 0 77.8

2890 UD 0.380

*

2891 KK CLF14

2892 KM COMBINE CLF13 AND LF14

2893 HC 2

*

2894 KK RCLF14

2895 KM ROUTE CLF14 TO CLF15

2896 KM FACILITY = FLAMINGO WASH - BUFFALO

2897 KM FACILITY # = FLBF 0047

2898 KM LINING = CONCRETE

2899 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

 

2900 KK LF15

2901 BA 0.268

2902 PB 2.77

2903 LS 0 87.7

2904 UD 0.365

*

2905 KK CLF15

2906 KM COMBINE CLF14 AND LF15

2907 HC 2

*

2908 KK RCLF15

2909 KM ROUTE CLF15 TO CLF16

2910 KM FACILITY = FLAMINGO WASH - BUFFALO

2911 KM FACILITY # = FLBF 0046, 0045, 0044, 0035, 0034, AND 0000

2912 KM LINING = GABION

2913 RD 2670 0.01 0.025 0 TRAP 35 3

*

2914 KK LF16

2915 BA 0.519

2916 PB 2.77

2917 LS 0 72.6

2918 UD 0.458

*

2919 KK CLF16

2920 KM COMBINE CLF15 AND LF16

2921 HC 2

*

2922 KK RCLF16

2923 KM ROUTE CLF16 THROUGH LF17 TO CLF17

2924 KM FACILITY = FLAMINGO WASH

2925 KM FACILITY # = FLWA 1335, 1334, AND 1267

2926 KM LINING = GABION

2927 RD 2900 0.009 0.025 0 TRAP 40 1

*

2928 KK LF17

2929 BA 0.267

2930 PB 2.77

2931 LS 0 66.7

2932 UD 0.315

*

2933 KK CLF17

2934 KM COMBINE CLF16 AND LF17

2935 HC 2

*

1 HEC-1 INPUT PAGE 81

 

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

 

2936 KK RCLF17

2937 KM ROUTE CLF17 THROUGH LF19 TO CLF19

2938 KM FACILITY = FLAMINGO WASH

2939 KM FACILITY # = FLWA 1267, 1266, AND 1237

2940 KM LINING = GABION

2941 RD 4400 0.009 0.025 0 TRAP 40 1

*

2942 KK LF19

2943 BA 0.305

2944 PB 2.77

2945 LS 0 79.2

2946 UD 0.406

*

2947 KK CLF19S

2948 KM COMBINE CLF17 AND LF19

2949 HC 2

*

2950 KK LF18

2951 BA 0.492

2952 PB 2.77

2953 LS 0 76.4

2954 UD 0.450

*

2955 KK RLF18

2956 KM ROUTE LF18 TO CLF19

2957 KM TROPICANA AVENUE

2958 RD 1300 0.009 0.016 0 TRAP 0 50

*

2959 KK CLF19

2960 KM COMBINE CLF19S AND LF18

2961 HC 2

*

2962 KK RCLF19

2963 KM ROUTE CLF19 THROUGH LF20 TO CLF20

2964 KM FACILITY = FLAMINGO WASH

2965 KM FACILITY # = FLWA 1236, 1204/1203

2966 KM LINING = CONCRETE

2967 RD 1820 0.012 0.015 0 TRAP 40 2

*

2968 KK RCLF19

2969 KM ROUTE CLF19 THROUGH LF20 TO CLF20

2970 KM FACILITY = FLAMINGO WASH

2971 KM FACILITY # = FLWA 1202, 1153/1152

2972 KM LINING = GABION

2973 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

 

2974 KK LF20

2975 BA 0.504

2976 PB 2.77

2977 LS 0 78.6

2978 UD 0.458

*

2979 KK CLF20

2980 KM COMBINE CLF19 AND LF20

2981 HC 2

*

2982 KK RCLF20

2983 KM ROUTE CLF20 THROUGH LF20A TO CLF20A (TO LOWER FLAMINGO DETENTION BASIN)

2984 KM FACILITY = FLAMINGO WASH

2985 KM FACILITY # = FLWA 1151, 1149, AND 1111

2986 KM LINING = RIP RAP CHANNEL

2987 RD 2720 0.01 0.04 0 TRAP 40 2

*

2988 KK LF20A

2989 BA 0.184

2990 PB 2.77

2991 LS 0 88.0

2992 UD 0.256

*

2993 KK CLF20A

2994 KM COMBINE CLF20 AND LF20A

2995 HC 2

*

2996 KK LF21

2997 BA 0.529

2998 PB 2.77

2999 LS 0 90.6

3000 UD 0.670

*

3001 KK RLF21

3002 KM ROUTE LF21 THROUGH LF22 TO CLF22

3003 KM TROPICANA AVENUE

3004 RD 5150 0.011 0.016 0 TRAP 0 50

*

3005 KK LF22

3006 BA 0.457

3007 PB 2.77

3008 LS 0 90.8

3009 UD 0.614

*

1 HEC-1 INPUT PAGE 83

 

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

 

3010 KK CLF22

3011 KM COMBINE CLF21 AND LF22

3012 HC 2

*

3013 KK LF23

3014 BA 0.384

3015 PB 2.77

3016 LS 0 87.9

3017 UD 0.330

*

3018 KK RLF23

3019 KM ROUTE LF23 THROUGH LF24 TO CLF24

3020 KM FACILITY = FLAMINGO WASH - MONTESSOURI NORTH STORM DRAIN

3021 KM FACILITY # = FLMN 0025 AND 0000

3022 KM LINING = RCP

3023 RD 2000 0.005 0.013 0 CIRC 6.5

*

3024 KK LF24

3025 BA 0.381

3026 PB 2.77

3027 LS 0 76.8

3028 UD 0.322

*

3029 KK CLF24

3030 KM COMBINE LF23 AND LF24

3031 HC 2

*

3032 KK RCLF24

3033 KM ROUTE CLF24 THROUGH LF25 TO CLF25

3034 KM FACILITY = FLAMINGO WASH - DARBY STORM DRAIN

3035 KM FACILITY # = FLDY 0013, 0004, 0002, AND 0000

3036 KM LINING = RCP/RCP/RCB/RCP

3037 RD 1350 0.021 0.013 0 CIRC 6.5

*

3038 KK LF25

3039 BA 0.268

3040 PB 2.77

3041 LS 0 86.7

3042 UD 0.398

*

3043 KK CLF25

3044 KM COMBINE CLF24 AND LF25

3045 KO 3

3046 HC 2

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

1 HEC-1 INPUT PAGE 84

 

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

 

3047 KK DIDB

3048 KM DESERT INN DETENTION BASIN

3049 KM TAKEN FROM THE FINAL DESIGN NOTEBOOK FOR

3050 KM DESERT INN DETENTION BASIN BY VTN 3/99

3051 KM FACILITY ID-MILE = FLLA 0308

3052 KM STORAGE VOLUME = 62 ACRE-FEET

3053 KM OUTLET = 18" ORIFICE

3054 KM 100-YR DISCHARGE = 29 CFS

3055 KM SPILLWAY LENGTH = 55 FT (BROAD CRESTED WEIR)

3056 KM SPILLWAY CREST ELEVATION = 2372 FT

3057 KM PMF DISCHARGE = 1,560 CFS

3058 KM TOP OF DAM ELEVATION = 2378 FT

3059 KM SV CARDS ADJUSTED BY A FACTOR OF: 1.0

3060 KO 3

3061 RS 1 STOR -1

3062 SV 0 0.28 1.6 4.61 9.51 15.94 23.1 30.47 38 45.69

3063 SV 53.55 61.56

3064 SE 61 62 63 64 65 66 67 68 69 70

3065 SE 71 72

3066 SQ 0 4.6 10.3 13.8 16.6 19 21.1 23 24.8 26.5

3067 SQ 28 29.5

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

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

3068 KK*NO_FLOW

3069 KM ALL FLOW REMOVED

3070 DT*REMOVED

3071 DI 0 100000

3072 DQ 0 100000

*

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

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

*

3073 KK RDIDB

3074 KM ROUTE OUTFLOW FROM DETENTION BASIN TO CLF27

3075 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3076 KM FACILITY # = FLLA 0306 AND 0254

3077 KM LINING = RCP

3078 RD 2890 0.004 0.013 0 CIRC 7.5

*

3079 KK LF26

3080 BA 0.254

3081 PB 2.77

3082 LS 0 81.0

3083 UD 0.306

*

1 HEC-1 INPUT PAGE 85

 

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

 

3084 KK RLF26

3085 KM ROUTE LF26 TO CLF27

3086 KM TWAIN AVENUE

3087 RD 2650 0.019 0.016 0 TRAP 0 50

*

3088 KK LF27

3089 BA 0.256

3090 PB 2.77

3091 LS 0 86.6

3092 UD 0.322

*

3093 KK CLF27

3094 KM COMBINE DIDB, LF26, AND LF27

3095 HC 3

*

3096 KK RCLF27

3097 KM ROUTE CLF27 TO CLF28

3098 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3099 KM FACILITY # = FLLA 0227 AND 0203

3100 KM LINING = RCP

3101 RD 2700 0.003 0.013 0 CIRC 8

*

3102 KK LF28

3103 BA 0.514

3104 PB 2.77

3105 LS 0 79.9

3106 UD 0.440

*

3107 KK CLF28

3108 KM COMBINE CLF27, AND LF28

3109 HC 2

*

3110 KK RCLF28

3111 KM ROUTE CLF28 TO CLF29

3112 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3113 KM FACILITY # = FLLA 0104

3114 KM LINING = RCP

3115 RD 5400 0.01 0.013 0 CIRC 9.5

*

3116 KK LF29

3117 BA 0.285

3118 PB 2.77

3119 LS 0 81.2

3120 UD 0.456

*

1 HEC-1 INPUT PAGE 86

 

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

 

3121 KK CLF29

3122 KM COMBINE CLF28 AND LF29

3123 HC 2

*

3124 KK RCLF29

3125 KM ROUTE CLF29 TO CLF31

3126 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3127 KM FACILITY # = FLLA 0076

3128 KM LINING = RCP

3129 RD 1450 0.01 0.013 0 CIRC 9.5

*

3130 KK LF30

3131 BA 0.539

3132 PB 2.77

3133 LS 0 77.0

3134 UD 0.501

*

3135 KK RLF30

3136 KM ROUTE LF30 THROUGH LF31 TO CLF31

3137 KM VARIOUS STREETS, SPRING VALLEY NEIGHBORHOOD

3138 RD 7000 0.009 0.016 0 TRAP 0 50

*

3139 KK LF31

3140 BA 0.355

3141 PB 2.77

3142 LS 0 76.2

3143 UD 0.470

*

3144 KK CLF31

3145 KM COMBINE CLF29, LF30 AND LF31

3146 HC 3

*

3147 KK RCLF31

3148 KM ROUTE CLF31 TO CLF32

3149 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3150 KM FACILITY # = FLLA 0053, 0041, AND 0000

3151 KM LINING = CONCRETE

3152 RD 3600 0.007 0.015 0 TRAP 20 0

*

3153 KK LF32

3154 BA 0.230

3155 PB 2.77

3156 LS 0 90.5

3157 UD 0.371

*

1 HEC-1 INPUT PAGE 87

 

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

 

3158 KK CLF32

3159 KM COMBINE CLF31 AND LF32

3160 HC 2

*

3161 KK RCLF32

3162 KM ROUTE CLF32 TO LF33 (LOWER FLAMINGO DETENTION BASIN)

3163 KM FACILITY = FLAMINGO WASH - LATERAL DRAIN (FLAMINGO/RAINBOW)

3164 KM FACILITY # = FLLA 0000

3165 KM LINING = CONCRETE

3166 RD 650 0.01 0.015 0 TRAP 20 0

*

3167 KK LF33

3168 BA 0.242

3169 PB 2.77

3170 LS 0 84.2

3171 UD 0.356

*

3172 KK CLF33

3173 KM COMBINE CLF20A, CLF22, CLF32, AND LF33

3174 KM TOTAL INFLOW TO LOWER FLAMINGO DETENTION BASIN

3175 KO 3

3176 HC 4

*

3177 KK LWFLDB

3178 KM LOWER FLAMINGO DETENTION BASIN

3179 KM INFORMATION PER PRE-FINAL DESIGN

3180 KM FACILITY ID-MILE = FLWA 1050

3181 KM STORAGE VOLUME = 222 ACRE-FEET

3182 KM OUTLET = 12' X 8' RCBC W/ 7.5' X 6' ORIFICE PLATE OPENING

3183 KM 100-YR DISCHARGE = 909 CFS

3184 KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

3185 KM SPILLWAY CREST ELEVATION = 2254 FT

3186 KM PMF DISCHARGE = 100,000 CFS

3187 KM TOP OF DAM ELEVATION = 2254

3188 RS 1 STOR -1

3189 KO 3

3190 SV 0.0 0.38 1.12 2.53 5.49 11.30 20.73 32.71 45.59 58.94

3191 SV 72.69 86.82 101.33 116.26 133.83 156.26 182.41 210.03 238.12 266.69

3192 SE 2234 2236 2237 2238 2239 2240 2241 2242 2243 2244

3193 SE 2245 2246 2247 2248 2249 2250 2251 2252 2253 2254

3194 SQ 0 100 200 300 400 500 600 700 800 900

3195 SQ 956

3196 SE 2234 2236.69 2238.28 2239.65 2240.87 2242.00 2243.68 2246.09 2248.89 2252.04

3197 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

 

3198 KK*NO_FLOW

3199 KM ALL FLOW REMOVED

3200 DT*REMOVED

3201 DI 0 100000

3202 DQ 0 100000

*

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

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

*

3203 KK RLFDB

3204 KM ROUTE RLFDB TO CFW2

3205 KM FACILITY = FLAMINGO WASH

3206 KM FACILITY # = FLWA 1049, 1039, 1033, 1026, 1025, 0991, 0990, AND 0941/0940

3207 KM LINING = ARCH CULVERT/RCB/CONCRETE

3208 KM WEIGHTED MANNING NUMBER USED

3209 RD 6210 0.015 0.014 0 TRAP 30 0

*

3210 KK FW2

3211 BA 0.356

3212 PB 2.77

3213 LS 0 92.7

3214 UD 0.442

*

3215 KK CFW2

3216 KM COMBINE LFDB AND FW2

3217 HC 2

*

3218 KK FW1

3219 BA 0.291

3220 PB 2.77

3221 LS 0 93.0

3222 UD 0.441

*

3223 KK RFW1

3224 KM ROUTE FW1 TO CFW2

3225 KM FACILITY = FLAMINGO WASH - ROCHELLE

3226 KM FACILITY # = FLRO 0000

3227 KM LINING = CMP

3228 RD 4350 0.013 0.024 0 CIRC 5

*

3229 KK CFW1

3230 KM COMBINE FW1 AND CFW2

3231 HC 2

*

1 HEC-1 INPUT PAGE 89

 

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

 

3232 KK RCFW1

3233 KM ROUTE CFW1 TO CFW11

3234 KM FACILITY = FLAMINGO WASH

3235 KM FACILITY # = FLWA 0925/0924, 0923, 0903/0902, 0901, AND 0896/0895

3236 KM FLOWRATE CONTROLLED BY LFDB OUTFLOW

3237 KM LINING = GABION / CONCRETE

3238 KM WEIGHTED MANNING NUMBER USED

3239 RD 2620 0.012 0.021 0 TRAP 30 2

*

3240 KK FW11

3241 BA 0.333

3242 PB 2.77

3243 LS 0 92.7

3244 UD 0.397

*

3245 KK CFW11S

3246 KM COMBINE CFW2 AND FW11

3247 HC 2

*

3248 KK FW3

3249 BA 0.372

3250 PB 2.77

3251 LS 0 92.4

3252 UD 0.428

*

3253 KK RFW3

3254 KM ROUTE FW3 THROUGH FW4 TO CFW4

3255 KM FACILITY = FLAMINGO WASH - FLAMINGO STORM DRAIN

3256 KM FACILITY # = FLFL 0051, 0026, AND 0000

3257 KM LINING = RCP

3258 RD 2700 0.015 0.013 0 CIRC 4.5

*

3259 KK FW4

3260 BA 0.309

3261 PB 2.77

3262 LS 0 91.2

3263 UD 0.311

*

3264 KK CFW4

3265 KM COMBINE FW3 AND FW4

3266 KM FACILITY # = FLFL 0026 AND 0000

3267 KM (@ FLAMINGO AND VALLEY VIEW)

3268 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

 

3269 KK FW01

3270 BA 0.325

3271 PB 2.77

3272 LS 0 77.2

3273 UD 0.367

*

3274 KK RFW1

3275 KM ROUTE FW01 TO CFW02

3276 KM TWAIN

3277 RD 2700 0.0081 0.016 0 TRAP 0 50

*

3278 KK FW02

3279 BA 0.240

3280 PB 2.77

3281 LS 0 80.5

3282 UD 0.367

*

3283 KK CFW02

3284 KM COMBINE RFW1 AND FW02

3285 KM TWAIN AND JONES

3286 HC 2

*

3287 KK RCFW2

3288 KM ROUTE CFW02 TO CFW03

3289 KM TWAIN

3290 RD 2500 0.0072 0.016 0 TRAP 0 50

*

3291 KK FW03

3292 BA 0.255

3293 PB 2.77

3294 LS 0 90.6

3295 UD 0.367

*

3296 KK CFW3

3297 KM COMBINE RCFW2 AND FW03

3298 KM TWAIN AND LINDELL

3299 HC 2

*

3300 KK RCFW3

3301 KM ROUTE CFW3 TO CFW5

3302 KM FACILITY = VALLEY VIEW DRAIN

3303 KM FACILITY # = FWVV 0050

3304 KM LINING = RCB 8' X 6'

3305 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

 

3306 KK FW5

3307 BA 0.523

3308 PB 2.77

3309 LS 0 90.9

3310 UD 0.515

*

3311 KK CFW5

3312 KM COMBINE RCFW3 AND FW5

3313 KM TWAIN AND VALLEY VIEW

3314 HC 2

*

3315 KK DIV1

3316 KM OPPOSITE OF DFW5 (SEE CENTRAL WATERSHED)

3317 KM FLOW SPLIT TO R4C1 (CENTRAL SYSTEM)

3318 KM CAPACITY = 210 CFS (LOCAL FACILITY (2002 = FLVV 0028))

3319 DT DFW11

3320 DI 0 210 1000 5000

3321 DQ 0 0 790 4790

*

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

* END OF AREA PREVIOUSLY IN FLAMINGO WATERSHED

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

*

3322 KK RDIV1

3323 KM ROUTE DIV1 THROUGH FW4 TO CFW5

3324 KM FACILITY = FLAMINGO - VALLEY VIEW

3325 KM FACILITY # = LOCAL FACILITY (2002 = FLVV 0028)

3326 KM LINING = RCP

3327 RD 1750 0.007 0.013 0 CIRC 4

*

3328 KK CDIV1

3329 KM COMBINE CFW4 AND DIV1

3330 KM TWAIN AVE AND VALLEY VIEW BLVD

3331 HC 2

*

3332 KK RCDIV1

3333 KM ROUTE CDIV1 THROUGH FW6 TO CFW6

3334 KM FACILITY = FLAMINGO - VALLEY VIEW

3335 KM FACILITY # = FLVV 0001/0000

3336 KM LINING = RCP

3337 RD 1500 0.014 0.013 0 CIRC 8.5

*

3338 KK FW6

3339 BA 0.121

3340 PB 2.77

3341 LS 0 91.3

3342 UD 0.136

*

1 HEC-1 INPUT PAGE 92

 

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

 

3343 KK CFW6

3344 KM COMBINE CFW5 AND FW6

3345 HC 2

*

3346 KK CFW11

3347 KM COMBINE CFW6 AND CFW11S

3348 HC 2

*

3349 KK RCFW11

3350 KM ROUTE CFW11 THROUGH FW12 TO CFW12

3351 KM FACILITY = FLAMINGO WASH

3352 KM FACILITY # = FLWA 0893/0892, 0891, 0884, AND 0874

3353 KM LINING = GABION / RCB

3354 RD 1110 0.009 0.025 0 TRAP 60 0

*

3355 KK FW12

3356 BA 0.544

3357 PB 2.77

3358 LS 0 92.7

3359 UD 0.532

*

3360 KK CFW12

3361 KM COMBINE CFW11 AND FW12

3362 HC 2

*

3363 KK RCFW12

3364 KM ROUTE CFW12 THROUGH FW13 TO CFW13 IN FLAMINGO WASH

3365 KM FACILITY = FLAMINGO WASH

3366 KM FACILITY # = FLWA 0823 AND 0820

3367 KM LINING = RCB

3368 RD 2710 0.007 0.015 0 TRAP 32 0

*

3369 KK FW13

3370 BA 0.523

3371 PB 2.77

3372 LS 0 92.4

3373 UD 0.504

*

3374 KK CFW13

3375 KM COMBINE CFW12 AND FW13

3376 HC 2

*

1 HEC-1 INPUT PAGE 93

 

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

 

3377 KK RCFW13

3378 KM ROUTE CFW13 TO CFW17 IN FLAMINGO WASH

3379 KM FACILITY = FLAMINGO WASH

3380 KM FACILITY # = FLWA 0810, 0798, AND 0773

3381 KM LINING = RCB

3382 RD 2850 0.012 0.015 0 TRAP 22 0

*

3383 KK RCFW13

3384 KM ROUTE CFW13 TO CFW17 IN FLAMINGO WASH

3385 KM FACILITY = FLAMINGO WASH

3386 KM FACILITY # = FLWA 0772, 0768, AND 0748

3387 KM LINING = CONCRETE

3388 RD 1460 0.012 0.015 0 TRAP 30 0

*

3389 KK FW17

3390 BA 0.161

3391 PB 2.77

3392 LS 0 92.0

3393 UD 0.298

*

3394 KK CFW17W

3395 KM COMBINE CFW13 AND FW17

3396 HC 2

*

3397 KK FW14

3398 BA 0.440

3399 PB 2.77

3400 LS 0 93.3

3401 UD 0.328

*

3402 KK RFW14

3403 KM ROUTE FW14 TO CFW17

3404 KM FACILITY = FLAMINGO - FASHION

3405 KM FACILITY # = FLFA 0037 AND 0000

3406 KM LINING = RCB

3407 RD 5010 0.005 0.015 0 TRAP 12 0

*

3408 KK FW16

3409 BA 0.276

3410 PB 2.77

3411 LS 0 92.4

3412 UD 0.493

*

1 HEC-1 INPUT PAGE 94

 

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

 

3413 KK CFW17N

3414 KM COMBINE FW14 AND FW16

3415 HC 2

*

3416 KK FW15

3417 BA 0.227

3418 PB 2.77

3419 LS 0 93.3

3420 UD 0.319

*

3421 KK RFW15

3422 KM ROUTE FW15 TO CFW17

3423 KM FLAMINGO ROAD

3424 RD 2150 0.01 0.016 0 TRAP 0 50

*

3425 KK CFW17

3426 KM COMBINE CFW17W, CFW17N, AND FW15

3427 HC 3

*

3428 KK RCFW17

3429 KM ROUTE CFW17 THROUGH FW18 TO CFW18 IN FLAMINGO WASH

3430 KM FACILITY = FLAMINGO WASH

3431 KM FACILITY # = FLWA 0719

3432 KM LINING = RCB

3433 RD 1440 0.012 0.015 0 TRAP 30 0

*

3434 KK RCFW17

3435 KM ROUTE CFW17 THROUGH FW18 TO CFW18 IN FLAMINGO WASH

3436 KM FACILITY = FLAMINGO WASH

3437 KM FACILITY # = FLWA 0699, 0696, 0695, 0673/0672, AND 0652

3438 KM LINING = CONCRETE

3439 RD 3500 0.012 0.015 0 TRAP 25 2

*

3440 KK FW18

3441 BA 0.522

3442 PB 2.77

3443 LS 0 89.7

3444 UD 0.450

*

3445 KK CFW18W

3446 KM COMBINE CFW17 AND FW18

3447 HC 2

*

1 HEC-1 INPUT PAGE 95

 

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

 

3448 KK CFW18

3449 KM COMBINE CTW11 AND CFW18W

3450 HC 2

*

3451 KK RCFW18

3452 KM ROUTE CFW18 THROUGH FW21 TO CFW21 IN FLAMINGO WASH

3453 KM FACILITY = FLAMINGO WASH

3454 KM FACILITY # = FLWA 0648, 0647, 0621/0620, AND 0619

3455 KM LINING = CONCRETE

3456 RD 1790 0.011 0.015 0 TRAP 50 1

*

3457 KK FW28

3458 BA 0.514

3459 PB 2.77

3460 LS 0 90.1

3461 UD 0.399

*

3462 KK DIV2

3463 KM DIVERT 190 CFS TO FLAMINGO WASH

3464 KM 190 CFS TRAVELS SOUTH DOWN MARYLAND PARKWAY; REMAINING CFS TRAVELS EAST;

3465 KM FACILITY FLDN 0161 (P) TO CARRY EXCESS FLOW

3466 DT FW28*

3467 DI 0 139 162 189 214 228 247 265 279

3468 DQ 0 0 0 0 24 38 57 75 89

*

3469 KK FW19

3470 BA 0.446

3471 PB 2.77

3472 LS 0 88.6

3473 UD 0.415

*

3474 KK RFW19

3475 KM ROUTE FW19 TO CFW21

3476 KM FACILITY = FLAMINGO - MARYLAND

3477 KM FACILITY # = FLMR 0000

3478 KM LINING = RCP

3479 RD 5250 0.01 0.013 0 CIRC 7.5

*

3480 KK CFW19

3481 KM COMBINE FW28, DIV2, AND FW19

3482 HC 3

*

1 HEC-1 INPUT PAGE 96

 

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

 

3483 KK RCFW19

3484 KM ROUTE CFW19 THROUGH FW21 TO CFW21 IN FLAMINGO WASH

3485 KM FACILITY = FLAMINGO WASH

3486 KM FACILITY # = FLWA 0593, 0589, 0588, 0578, 0564, AND 0563

3487 KM LINING = CONCRETE

3488 RD 3130 0.009 0.015 0 TRAP 50 1

*

3489 KK FW20

3490 BA 0.372

3491 PB 2.77

3492 LS 0 89.1

3493 UD 0.407

*

3494 KK RFW20

3495 KM ROUTE FW20 TO CFW21

3496 KM SPENCER STREET

3497 RD 1900 0.013 0.016 0 TRAP 0 50

*

3498 KK FW21

3499 BA 0.469

3500 PB 2.77

3501 LS 0 89.4

3502 UD 0.282

*

3503 KK CFW21

3504 KM COMBINE CFW19, FW20, AND FW21

3505 HC 3

*

3506 KK RCFW21

3507 KM ROUTE CFW21 THROUGH FW22 TO CFW22

3508 KM FACILITY = FLAMINGO WASH

3509 KM FACILITY # = FLWA 0557/0556, 0493, 0483, 0482/0481, 0478, 0473, 0472/0471

3510 KM LINING = GABION / GRASS

3511 RD 3160 0.011 0.03 0 TRAP 60 2

*

3512 KK FW22

3513 BA 0.398

3514 PB 2.77

3515 LS 0 80.8

3516 UD 0.308

*

3517 KK CFW22W

3518 KM COMBINE CFW21 AND FW22

3519 HC 2

*

1 HEC-1 INPUT PAGE 97

 

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

 

3520 KK VB1

3521 BA 0.373

3522 PB 2.77

3523 LS 0 90.5

3524 UD 0.323

*

3525 KK RVB1

3526 KM ROUTE VB1 THROUGH VB2 TO CVB2

3527 KM PARADISE RD/TROPICANA AVE

3528 RD 4700 0.006 0.016 0 TRAP 0 50

*

3529 KK VB2

3530 BA 0.375

3531 PB 2.77

3532 LS 0 89.8

3533 UD 0.332

*

3534 KK CVB2

3535 KM COMBINE VB1 AND VB2

3536 HC 2

*

3537 KK RCVB2

3538 KM ROUTE CVB2 TO CVB4

3539 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3540 KM FACILITY # = VBTM 0174, 0163, 0151, 0146, AND 0138

3541 KM LINING = RCP/RCB

3542 RD 2620 0.01 0.015 0 TRAP 10 0

*

3543 KK VB3

3544 BA 0.418

3545 PB 2.77

3546 LS 0 85.4

3547 UD 0.400

*

3548 KK RVB3

3549 KM ROUTE VB3 TO CVB4

3550 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3551 KM FACILITY # = VBTM 0137

3552 KM LINING = RCP

3553 RD 1330 0.007 0.013 0 CIRC 4.5

*

3554 KK CVB3

3555 KM COMBINE CVB2 AND VB3

3556 HC 2

*

1 HEC-1 INPUT PAGE 98

 

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

 

3557 KK RCVB3

3558 KM ROUTE CVB3 TO CVB4

3559 KM FACILITY # = VBTM 0084

3560 KM LINING = RCB

3561 RD 2640 0.014 0.015 0 TRAP 10 0

*

3562 KK VB4

3563 BA 0.255

3564 PB 2.77

3565 LS 0 87.2

3566 UD 0.440

*

3567 KK CVB4

3568 KM COMBINE CVB3 AND VB4

3569 HC 2

*

3570 KK SPENCER

3571 KM FLOWS EXCEEDING CAPACITY OF VBTM 0027 ROUTED DOWN TROPICANA

3572 KM RETURN AT CVB9 TO BE PICKED UP BY VBEA SYSTEM

3573 DT TROP

3574 DI 0 596 2000

3575 DQ 0 0 1404

*

3576 KK RCVB4

3577 KM ROUTE CVB4 TO CVB5 IN VAN BUSKIRK CHANNEL

3578 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE

3579 KM FACILITY # = VBTM 0076 AND 0038

3580 KM LINING = CONCRETE

3581 RD 2450 0.011 0.015 0 TRAP 10 0

*

3582 KK VB5

3583 BA 0.070

3584 PB 2.77

3585 LS 0 86.4

3586 UD 0.221

*

3587 KK CVB5

3588 KM COMBINE CVB4 AND VB5

3589 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

 

3590 KK SITE_A

3591 DT SITE_A

3592 DI 0 307 446 655 1218

3593 DQ 0 0 92 259 753

*

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

*

3594 KK RCVB5

3595 KM ROUTE CVB5 TO CVB9 IN VAN BUSKIRK CHANNEL

3596 KM FACILITY = VAN BUSKIRK - TOMPKINS AVENUE/VAN BUSKIRK - McLEOD DRIVE

3597 KM FACILITY # = VBTM 0015, 0014, AND 0000; VBMC 0202, 0200, 0175, AND 0165

3598 KM LINING = CONCRETE

3599 RD 4110 0.008 0.015 0 TRAP 10 0

*

3600 KK *REMOVE

3601 KM REMOVE VBTM 0000 FLOWS FROM THE MODEL TO BE BROUGHT IN AT CVB9

3602 DTVBTM0000

3603 DI 0 10000

3604 DQ 0 10000

*

3605 KK VB6

3606 BA 0.234

3607 PB 2.77

3608 LS 0 89.0

3609 UD 0.364

*

3610 KK *COMB

3611 KM COMBINE TO REMOVE EMPTY HYDROGRAPH

3612 HC 2

*

3613 KK RVB6

3614 KM ROUTE VB6 TO CVB7

3615 KM SPENCER ST/HACIENDA AVE

3616 RD 5250 0.005 0.016 0 TRAP 0 50

*

3617 KK VB7

3618 BA 0.514

3619 PB 2.77

3620 LS 0 86.4

3621 UD 0.511

*

3622 KK CVB7

3623 KM COMBINE CVB6 AND VB7

3624 HC 2

*

1 HEC-1 INPUT PAGE100

 

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

 

3625 KK RCVB7

3626 KM ROUTE CVB7 THROUGH VB8 TO CVB8

3627 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3628 KM FACILITY # = VBMC 0249

3629 KM LINING = RCP

3630 RD 2500 0.01 0.013 0 CIRC 5.5

*

3631 KK VB8

3632 BA 0.378

3633 PB 2.77

3634 LS 0 86.9

3635 UD 0.516

*

3636 KK CVB8S

3637 KM COMBINE CVB7 AND VB8

3638 HC 2

*

3639 KK TROP

3640 KM RETURN OVERFLOW FROM TROPICANA/SPENCER

3641 DR TROP

*

3642 KK RTROP

3643 KM ROUTE TROP TO CVB8

3644 KM TROPICANA AVENUE

3645 RD 2700 0.009 0.016 0 TRAP 0 50

*

3646 KK CVB8

3647 KM COMBINE CVB8S AND TROP

3648 HC 2

*

3649 KKVBEA0058

3650 KM FLOWS EXCEEDING CAPACITY OF VBMC0236 DIVERTED NORTH

3651 DTVBMC0236

3652 DI 0 260 2000

3653 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

 

3654 KK VB10

3655 BA 0.356

3656 PB 2.77

3657 LS 0 87.7

3658 UD 0.334

*

3659 KK RVB10

3660 KM ROUTE VB10 TO CVB11

3661 KM HARMON AVE/EASTERN AVE

3662 RD 5400 0.007 0.016 0 TRAP 0 50

*

3663 KK VB11

3664 BA 0.379

3665 PB 2.77

3666 LS 0 86.4

3667 UD 0.402

*

3668 KK CVB11W

3669 KM COMBINE VB10 AND VB11

3670 HC 2

*

3671 KK CVB11

3672 KM COMBINE VBEA0058 AND CVB11W

3673 HC 2

*

3674 KK RCVB11

3675 KM ROUTE CVB11 TO CFW22

3676 KM FACILITY = VAN BUSKIRK - EASTERN AVENUE

3677 KM FACILITY # = VBEA 0000

3678 KM LINING = RCB

3679 RD 3020 0.013 0.015 0 TRAP 14 0

*

3680 KK CFW22

3681 KM COMBINE CFW22W AND CVB11

3682 HC 2

*

3683 KK RCFW22

3684 KM ROUTE CFW22 TO CFW23

3685 KM FACILITY = FLAMINGO WASH

3686 KM FACILITY # = FLWA 0406/0405

3687 KM LINING = GABION

3688 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

 

3689 KK FW23

3690 BA 0.253

3691 PB 2.77

3692 LS 0 85.4

3693 UD 0.287

*

3694 KK CFW23W

3695 KM COMBINE CFW22 AND FW23

3696 HC 2

*

3697 KKVBTM0000

3698 KM RETURN FLOWS IN FACILITY VBTM 0000

3699 DRVBTM0000

*

3700 KKVBMC0236

3701 KM RETURN FLOWS IN FACILITY VBMC 0236

3702 DRVBMC0236

*

3703 KKRVBMC0236

3704 KM ROUTE VBMC0236 TO CVB9S

3705 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3706 KM FACILITY # = VBMC 0236 AND 0211

3707 KM LINING = RCB/CONCRETE

3708 RD 1980 0.007 0.015 0 TRAP 4 1

*

3709 KK CVB9S

3710 KM COMBINE VBTM0000 AND VBMC0236

3711 HC 2

*

3712 KK RCVB9S

3713 KM ROUTE CVB9S TO CVB9

3714 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3715 KM FACILITY # = VBMC 0202, 0200, 0175, 0165, AND 0163

3716 KM LINING = CONCRETE

3717 RD 2690 0.007 0.015 0 TRAP 12 0

*

3718 KK VB9

3719 BA 0.329

3720 PB 2.77

3721 LS 0 89.0

3722 UD 0.429

*

1 HEC-1 INPUT PAGE103

 

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

 

3723 KK CVB9

3724 KM COMBINE CVB9S AND VB9

3725 HC 2

*

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

*

3726 KK C-SPLT

3727 KM

3728 DT BYPASS

3729 DI 0 652 1000 2000

3730 DQ 0 652 652 652

*

3731 KK POND-C

3732 KM

3733 KM

3734 RS 1 STOR 0

3735 SV 0 10 15 16

3736 SE 25 35 40 41

3737 SQ 0 1 5 300

3738 SE 25 35 40 41

*

3739 KK BYPASS

3740 KM RECALL FLOW DIVERTED THROUGH BASIN "C"

3741 DR BYPASS

*

3742 KK FROM-C

3743 KM

3744 HC 2

*

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

*

3745 KK RCVB9

3746 KM ROUTE CVB9 TO CVB12

3747 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3748 KM FACILITY # = VBMC 0157, 0150, 0139, 0137, 0112, AND 0110

3749 KM LINING = CONCRETE

3750 RD 2430 0.005 0.015 0 TRAP 10 1

*

3751 KK RCVB9

3752 KM ROUTE CVB9 TO CVB12

3753 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3754 KM FACILITY # = VBMC 0074

3755 KM LINING = RCB

3756 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

 

3757 KK VB12

3758 BA 0.304

3759 PB 2.77

3760 LS 0 87.7

3761 UD 0.457

*

3762 KK CVB12

3763 KM COMBINE CVB9 AND VB12

3764 HC 2

*

3765 KK RCVB12

3766 KM ROUTE CVB12 THROUGH VB13 TO CVB13

3767 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3768 KM FACILITY # = VBMC 0072 AND 0000

3769 KM LINING = RCB

3770 RD 3000 0.005 0.015 0 TRAP 16 0

*

3771 KK VB13

3772 BA 0.173

3773 PB 2.77

3774 LS 0 87.4

3775 UD 0.390

*

3776 KK CVB13

3777 KM COMBINE CVB12 AND VB13

3778 HC 2

*

3779 KK RCVB13

3780 KM ROUTE CVB13 THROUGH FW23 TO CFW23

3781 KM FACILITY = VAN BUSKIRK - McLEOD DRIVE

3782 KM FACILITY # = VBMC 0000

3783 KM LINING = RCB

3784 RD 950 0.045 0.015 0 TRAP 16 0

*

3785 KK CFW23

3786 KM COMBINE CFW23W AND CVB13

3787 HC 2

*

3788 KK RCFW23

3789 KM ROUTE CFW23 TO CFW30A IN FLAMINGO WASH

3790 KM FACILITY = FLAMINGO WASH

3791 KM FACILITY # = FLWA 0401/400, 0377/0376, AND 0375

3792 KM LINING = GABION/CONCRETE

3793 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

 

3794 KK FW24

3795 BA 0.359

3796 PB 2.77

3797 LS 0 72.0

3798 UD 0.400

*

3799 KK RFW24

3800 KM ROUTE FW24 TO CFW25

3801 KM ALONG DESERT INN ROAD (CONVENTION CENTER PARKING LOT)

3802 RD 2600 0.007 0.017 0 TRAP 0 20

*

3803 KK FW25

3804 KM AREA REDUCED BY 0.03 SQMI. AREA TO SUBBASIN SA13-CA.

3805 BA 0.211

3806 PB 2.77

3807 LS 0 93.4

3808 UD 0.332

*

3809 KK CFW25

3810 KM COMBINE FW24 AND FW25

3811 HC 2

*

3812 KK RCFW25

3813 KM ROUTE CFW25 TO CFW28

3814 KM FACILITY = DESERT INN DRAIN EAST

3815 KM FACILITY # = FLDN 0161/0160

3816 KM LINING = EX. RCP/ADD RCB

3817 RD 2950 0.013 0.015 0 TRAP 10 0

*

3818 KK FW27

3819 KM AREA REDUCED BY 0.04 SQMI. AREA TO SUBBASIN SA13-CA.

3820 BA 0.363

3821 PB 2.77

3822 LS 0 88.3

3823 UD 0.505

*

3824 KK RET1

3825 KM RETURN FLOW FROM FW28

3826 DR FW28*

*

3827 KK CFW28

3828 KM COMBINE CFW25, FW27, AND FW28

3829 HC 3

*

1 HEC-1 INPUT PAGE106

 

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

 

3830 KK RCFW28

3831 KM ROUTE CFW28 TO CFW29

3832 KM FACILITY = DESERT INN DRAIN EAST

3833 KM FACILITY # = FLDN 0117/0116

3834 KM LINING = EX. RCP/ADD RCB

3835 RD 2330 0.018 0.015 0 TRAP 10 0

*

3836 KK FW29

3837 BA 0.311

3838 PB 2.77

3839 LS 0 88.9

3840 UD 0.310

*

3841 KK CFW29

3842 KM COMBINE CFW28 AND FW29

3843 HC 2

*

3844 KK RCFW29

3845 KM ROUTE CFW29 TO CFW30A

3846 KM FACILITY = DESERT INN DRAIN EAST

3847 KM FACILITY # = FLDN 0001/0000

3848 KM LINING = EX. RCP/ADD RCB

3849 RD 6160 0.012 0.015 0 TRAP 12 0

*

3850 KK FW30A

3851 BA 0.291

3852 PB 2.77

3853 LS 0 80.7

3854 UD 0.401

*

3855 KK CFW30AW

3856 KM COMBINE RCFW29 AND FW30A

3857 HC 2

*

3858 KK CFW30A

3859 KM COMBINE RCFW23 AND CFW30AW

3860 HC 2

*

3861 KK RCFW30A

3862 KM ROUTE CFW30A TO CFW30B

3863 KM FACILITY = FLAMINGO WASH

3864 KM FACILITY # = FLWA 0348 AND 0347

3865 KM LINING = CONCRETE

3866 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

 

3867 KK FW30B

3868 BA 0.285

3869 PB 2.77

3870 LS 0 87.4

3871 UD 0.456

*

3872 KK CFW30B

3873 KM COMBINE CFW30A AND FW30B

3874 HC 2

*

3875 KK RCFW30B

3876 KM ROUTE CFW30 TO CFW31

3877 KM FACILITY = FLAMINGO WASH

3878 KM FACILITY # = FLWA 0314

3879 KM LINING = CONCRETE

3880 RD 1500 0.009 0.015 0 TRAP 60 2

*

3881 KK VB14

3882 BA 0.354

3883 PB 2.77

3884 LS 0 86.9

3885 UD 0.360

*

3886 KK RVB14

3887 KM ROUTE VB14 TO CVB15

3888 KM MOJAVE ROAD

3889 RD 2750 0.01 0.016 0 TRAP 0 50

*

3890 KK VB15

3891 BA 0.296

3892 PB 2.77

3893 LS 0 85.1

3894 UD 0.334

*

3895 KK CVB15

3896 KM COMBINE VB14 AND VB15

3897 HC 2

*

3898 KK RCVB15

3899 KM ROUTE CVB15 TO CVB16 IN PECOS

3900 KM FACILITY = VAN BUSKIRK CHANNEL

3901 KM FACILITY # = VBCH 0138, 0137, 0126, 0111, AND 0008

3902 KM LINING = RCB

3903 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

 

3904 KK VB16

3905 BA 0.514

3906 PB 2.77

3907 LS 0 88.2

3908 UD 0.517

*

3909 KK CVB16

3910 KM COMBINE CVB15 AND VB16

3911 HC 2

*

3912 KK RCVB16

3913 KM ROUTE CVB16 TO CFW31 IN PECOS

3914 KM FACILITY = VAN BUSKIRK CHANNEL

3915 KM FACILITY # = VBCH 0008 AND 0000

3916 KM LINING = RCB

3917 RD 1800 0.022 0.015 0 TRAP 8 0

*

3918 KK FW31

3919 BA 0.206

3920 PB 2.77

3921 LS 0 84.9

3922 UD 0.320

*

3923 KK CFW31

3924 KM COMBINE CFW30B, CVB16, AND FW31

3925 HC 3

*

3926 KK RCFW31

3927 KM ROUTE CFW31 TO CFW32 IN FLAMINGO WASH

3928 KM FACILITY = FLAMINGO WASH

3929 KM FACILITY # = FLWA 0307 AND 0295

3930 KM LINING = CONCRETE

3931 RD 840 0.009 0.015 0 TRAP 60 0

*

3932 KK FW26

3933 BA 0.334

3934 PB 2.77

3935 LS 0 81.4

3936 UD 0.348

*

3937 KK RFW26

3938 KM ROUTE FW26 TO CFW39

3939 KM VEGAS VALLEY DR

3940 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

 

3941 KK FW39

3942 BA 0.198

3943 PB 2.77

3944 LS 0 87.2

3945 UD 0.336

*

3946 KK CFW39

3947 KM COMBINE FW26 AND FW39

3948 HC 2

*

3949 KK RCFW39

3950 KM ROUTE CFW39 TO CFW32

3951 KM FACILITY = VEGAS VALLEY DRIVE

3952 KM FACILITY # = VAVD 0025 AND 0000

3953 KM LINING = RCP

3954 RD 5300 0.016 0.013 0 CIR 7

*

3955 KK FW32

3956 BA 0.303

3957 PB 2.77

3958 LS 0 85.0

3959 UD 0.408

*

3960 KK CFW32WW

3961 KM COMBINE CFW39 AND FW32

3962 HC 2

*

3963 KK FW40

3964 KM AREA REDUCED BY 0.11 SQMI. AREA TO SUBBASIN FW40A.

3965 BA 0.097

3966 PB 2.77

3967 LS 0 86.1

3968 UD 0.290

*

3969 KK RFW40

3970 KM ROUTE FW40 TO CFW41

3971 KM KAREN AV/MOJAVE RD

3972 RD 6610 0.0122 0.016 0 TRAP 0 50

*

3973 KK FW41

3974 KM AREA REDUCED BY 0.16 SQMI. AREA TO SUBBASIN FW41A.

3975 BA 0.094

3976 PB 2.77

3977 LS 0 84.4

3978 UD 0.376

*

1 HEC-1 INPUT PAGE110

 

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

 

3979 KK CFW41

3980 KM COMBINE CFW32WW, FW40, AND FW41

3981 HC 3

*

3982 KK RCFW41

3983 KM ROUTE CFW41 TO CFW32

3984 KM FACILITY = VEGAS VALLEY DRIVE

3985 KM FACILITY # = VAVD 0000

3986 KM LINING = RCB

3987 RD 1300 0.021 0.015 0 TRAP 8 0

*

3988 KK CFW32

3989 KM COMBINE CFW31 AND CFW32W

3990 HC 2

*

3991 KK RCFW32

3992 KM ROUTE CFW32 TO CFW33 IN FLAMINGO WASH

3993 KM FACILITY = FLAMINGO WASH

3994 KM FACILITY # = FLWA 0274, 0273, 0258, 0257, AND 0256

3995 KM LINING = CONCRETE

3996 RD 2240 0.006 0.015 0 TRAP 60 0

*

3997 KK FW33

3998 BA 0.320

3999 PB 2.77

4000 LS 0 89.2

4001 UD 0.233

*

4002 KK CFW33W

4003 KM COMBINE CFW32 AND FW33

4004 HC 2

*

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

* BEGIN INPUT FROM CENTRAL WATERSHED MODEL SW3.DAT

* (PBS&J - DATED MAY 2008)

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

*

4005 KK SA10-2

4006 BA 0.204

4007 PB 2.77

4008 LS 0 91.9

4009 UD 0.633

*

1 HEC-1 INPUT PAGE111

 

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

 

4010 KK SA10-1

4011 BA 0.277

4012 PB 2.77

4013 LS 0 92.6

4014 UD 0.611

*

4015 KK CSA10-1

4016 KM COMBINE SA10-1 AND SA10-2

4017 KM NEAR SAHARA AND UPRR

4018 HC 2

*

4019 KKRCSA10-1

4020 KM ROUTE CSA10-1 TO CSA11

4021 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4022 KM FACILITY # = BHSA 0289

4023 KM LINING = RCB

4024 RD 2300 0.0087 0.015 0 TRAP 14 0

*

4025 KK SA11

4026 BA 0.395

4027 PB 2.77

4028 LS 0 94.9

4029 UD 0.511

*

4030 KK CSA11

4031 KM COMBINE RCSA10 AND SA11

4032 KM SAHARA AND LAS VEGAS BLVD

4033 HC 2

*

4034 KK RCSA11

4035 KM ROUTE CSA11 TO CSA13-CB

4036 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4037 KM FACILITY # = BHSA 0175

4038 KM LINING = RCB

4039 RD 3030 0.0067 0.015 0 TRAP 14 0

*

4040 KK SA13-CB

4041 BA 0.115

4042 PB 2.77

4043 LS 0 93.7

4044 UD 0.328

*

1 HEC-1 INPUT PAGE112

 

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

 

4045 KKCSA13-CB

4046 KM COMBINE RCSA11 AND SA13-CB

4047 KM MARYLAND PARKWAY AND SAHARA

4048 HC 2

*

4049 KKRCSA13-CB

4050 KM ROUTE CSA13-CB TO CFR01B

4051 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4052 KM FACILITY # = BHSA 0175

4053 KM LINING = RCB

4054 RD 1670 0.0067 0.015 0 TRAP 14 0

*

4055 KK FR01B

4056 BA 0.067

4057 PB 2.77

4058 LS 0 93.1

4059 UD 0.313

*

4060 KK CFR01B

4061 KM COMBINE RCSA13-CB AND FR01B

4062 KM 10TH STREET AND SAHARA

4063 HC 2

*

4064 KK RCFR01B

4065 KM ROUTE CFR01B TO CSA13-CC

4066 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4067 KM FACILITY # = BHSA 0175

4068 KM LINING = RCB

4069 RD 1315 0.0067 0.015 0 TRAP 14 0

*

4070 KK SA13-CC

4071 BA 0.110

4072 PB 2.77

4073 LS 0 94.6

4074 UD 0.319

*

4075 KKCSA13-CC

4076 KM COMBINE RCFR01B AND SA13-CC

4077 KM MARYLAND PARKWAY AND SAHARA

4078 HC 2

*

4079 KKRCSA13-CC

4080 KM ROUTE CSA13-CC TO CFR02A

4081 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4082 KM FACILITY # = BHSA 0075

4083 KM LINING = RCB

4084 RD 1330 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE113

 

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

 

4085 KK FR02A

4086 BA 0.114

4087 PB 2.77

4088 LS 0 90.9

4089 UD 0.275

*

4090 KK CFR02A

4091 KM COMBINE RCSA13-CC AND FR02A

4092 KM 15TH STREET AND SAHARA

4093 HC 2

*

4094 KK RCFR02A

4095 KM ROUTE CFR02A TO CFR02B

4096 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4097 KM FACILITY # = BHSA 0075

4098 KM LINING = RCB

4099 RD 1240 0.0211 0.015 0 TRAP 12 0

*

4100 KK FR02B

4101 BA 0.042

4102 PB 2.77

4103 LS 0 86.2

4104 UD 0.152

*

4105 KK CFR02B

4106 KM COMBINE RCFR02A AND FR02B

4107 KM 17TH STREET AND SAHARA

4108 HC 2

*

4109 KK SA14A

4110 BA 0.127

4111 PB 2.77

4112 LS 0 90.7

4113 UD 0.228

*

4114 KK CSA14A

4115 KM COMBINE CFR02B AND SA14A

4116 KM SPENCER AND SAHARA

4117 HC 2

*

4118 KK RCSA14A

4119 KM ROUTE CSA14A TO CSA14B

4120 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4121 KM FACILITY # = BHSA 0075

4122 KM LINING = RCB

4123 RD 1300 0.0211 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE114

 

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

 

4124 KK SA13-CA

4125 BA 0.245

4126 PB 2.77

4127 LS 0 94.5

4128 UD 0.631

*

4129 KKRSA13-CA

4130 KM ROUTE SA13-CA TO CFW40A

4131 KM FACILITY = KAREN AVE

4132 RD 4070 0.0214 0.016 0 TRAP 0 50

*

4133 KK FW40A

4134 BA 0.118

4135 PB 2.77

4136 LS 0 85.1

4137 UD 0.264

*

4138 KK CFW40A

4139 KM COMBINE RSA13-CA AND FW40A

4140 KM BURNHAM AND KAREN

4141 HC 2

*

4142 KK DFW40AN

4143 KM FLOW SPLIT AT BURNHAM/KAREN

4144 KM DIVERTED FLOW CONTINUES IN KAREN

4145 DT DFW40AE

4146 DI 0 100 200 300

4147 DQ 0 82 164 246

*

4148 KKRDFW40AN

4149 KM ROUTE DFW40AN TO CSA14B

4150 KM FACILITY = BURNHAM AVE

4151 RD 1250 0.0080 0.016 0 TRAP 0 50

*

4152 KK SA14B

4153 BA 0.058

4154 PB 2.77

4155 LS 0 90.9

4156 UD 0.175

*

4157 KK CSA14B

4158 KM COMBINE RCSA14A, RDFW40AN AND SA14B

4159 KM BURNHAM AND SAHARA

4160 HC 3

*

1 HEC-1 INPUT PAGE115

 

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

 

4161 KK RCSA14B

4162 KM ROUTE CSA14B TO CSA14C

4163 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4164 KM FACILITY # = BHSA 0075

4165 KM LINING = RCB

4166 RD 1325 0.0211 0.015 0 TRAP 12 0

*

4167 KK FR01A

4168 BA 0.177

4169 PB 2.77

4170 LS 0 91.3

4171 UD 0.499

*

4172 KK RFR01A

4173 KM ROUTE FR01A TO FR02C

4174 KM FACILITY = ST LOUIS AVE

4175 RD 5400 0.0209 0.016 0 TRAP 0 50

*

4176 KK FR02C

4177 BA 0.258

4178 PB 2.77

4179 LS 0 87.1

4180 UD 0.375

*

4181 KK CFR02C

4182 KM COMBINE RFR01A AND FR02C

4183 KM EASTERN AND ST LOUIS AVE

4184 HC 2

*

4185 KK RFR02C

4186 KM ROUTE CFR02 TO CSA14C

4187 KM FACILITY = SAHARA AVENUE - EASTERN LATERAL

4188 KM FACILITY # = SAEA 0000

4189 KM LINING = RCB

4190 RD 1440 0.002 0.015 0 TRAP 10 0

*

4191 KK SA14C

4192 BA 0.060

4193 PB 2.77

4194 LS 0 93.2

4195 UD 0.179

*

1 HEC-1 INPUT PAGE116

 

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

 

4196 KK CSA14C

4197 KM COMBINE RCSA14B, RFR02C AND SA14C

4198 KM EASTERN AND SAHARA

4199 HC 3

*

4200 KK RCSA14C

4201 KM ROUTE CSA14C TO CSA16A

4202 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4203 KM FACILITY # = BHSA 0026

4204 KM LINING = RCB

4205 RD 1300 0.013 0.015 0 TRAP 14 0

*

4206 KK SA16A

4207 BA 0.059

4208 PB 2.77

4209 LS 0 90.9

4210 UD 0.199

*

4211 KK CSA16A

4212 KM COMBINE RCSA14C AND SA16A

4213 KM ATLANTIC AND SAHARA

4214 HC 2

*

4215 KK RCSA16A

4216 KM ROUTE CSA16A TO CSA16B

4217 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4218 KM FACILITY # = BHSA 0026

4219 KM LINING = RCB

4220 RD 1315 0.013 0.015 0 TRAP 14 0

*

4221 KK DFW40AE

4222 KM RETRIEVE DIVERTED FLOW FROM BURNHAM/KAREN

4223 DR DFW40AE

*

4224 KK FW41A

4225 BA 0.160

4226 PB 2.77

4227 LS 0 84.0

4228 UD 0.337

*

4229 KK CFW41A

4230 KM COMBINE DFW40AE AND FW41A

4231 KM MCLEOD AND KAREN

4232 HC 2

*

1 HEC-1 INPUT PAGE117

 

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

 

4233 KK DFW41AN

4234 KM FLOW SPLIT AT MCLEOD/KAREN

4235 KM DIVERTED FLOW CONTINUES IN KAREN

4236 DT DFW41AE

4237 DI 0 100 200 300 400

4238 DQ 0 63 128 194 260

*

4239 KKRDFW41AN

4240 KM ROUTE DFW41AN TO CSA16B

4241 KM FACILITY = MCLEOD DR

4242 RD 1295 0.0116 0.016 0 TRAP 0 50

*

4243 KK SA16B

4244 BA 0.060

4245 PB 2.77

4246 LS 0 89.6

4247 UD 0.206

*

4248 KK CSA16B

4249 KM COMBINE RCSA16A, RDFW41AN AND SA16B

4250 KM MCLEOD AND SAHARA

4251 HC 3

*

4252 KK RCSA16B

4253 KM ROUTE CSA16B TO CSA16C

4254 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4255 KM FACILITY # = BHSA 0026

4256 KM LINING = RCB

4257 RD 1390 0.013 0.015 0 TRAP 14 0

*

4258 KK SA16C

4259 BA 0.065

4260 PB 2.77

4261 LS 0 90.6

4262 UD 0.192

*

4263 KK CSA16C

4264 KM COMBINE RCSA16B AND SA16C

4265 KM SAHARA AND MOJAVE

4266 HC 2

*

4267 KK FR03-B

4268 BA 0.065

4269 PB 2.77

4270 LS 0 90.6

4271 UD 0.192

*

1 HEC-1 INPUT PAGE118

 

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

 

4272 KK CFR03B

4273 KM COMBINE CSA16C AND FR03-B

4274 KM SAHARA AND EAST SIDE OF FAIRWAY CHEVROLET

4275 HC 2

*

4276 KK RCFR03B

4277 KM ROUTE CFR03B TO CCFR03

4278 KM FACILITY = BOULDER HIGHWAY - SAHARA AVENUE

4279 KM FACILITY # = BHSA 0000

4280 KM LINING = RCB

4281 RD 1300 0.0079 0.015 0 TRAP 14 0

*

4282 KK CH51

4283 BA 0.237

4284 PB 2.77

4285 LS 0 92.5

4286 UD 0.467

*

4287 KK RCH51

4288 KM ROUTE CH51 TO CCH52

4289 KM FACILITY = FLAMINGO - BOULDER NORTH

4290 KM FACILITY # = FLBN 0342

4291 KM LINING = RCB

4292 RD 4300 0.0042 0.015 0 TRAP 7 0

*

4293 KK CH52-C

4294 BA 0.311

4295 PB 2.77

4296 LS 0 94.8

4297 UD 0.389

*

4298 KK CCH52

4299 KM COMBINE RCH51 AND CH52-C

4300 KM CHARLESTON AND LAS VEGAS BLVD

4301 HC 2

*

4302 KK RCCH52

4303 KM ROUTE CCH52 TO CCH56

4304 KM FACILITY = FLAMINGO - BOULDER NORTH

4305 KM FACILITY # = FLBN 0281

4306 KM LINING = RCB

4307 RD 2000 0.0133 0.015 0 TRAP 10 0

*

1 HEC-1 INPUT PAGE119

 

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

 

4308 KK CH56-A

4309 BA 0.140

4310 PB 2.77

4311 LS 0 92.4

4312 UD 0.362

*

4313 KK CCH56A

4314 KM COMBINE RCCH52 AND CH56-A

4315 KM CHARLESTON AND 10TH ST

4316 HC 2

*

4317 KK RCCH56A

4318 KM ROUTE CCH56A TO CCH56B

4319 KM FACILITY = FLAMINGO - BOULDER NORTH

4320 KM FACILITY # = FLBN 0281

4321 KM LINING = RCB

4322 RD 1100 0.0133 0.015 0 TRAP 10 0

*

4323 KK CH56-B

4324 BA 0.244

4325 PB 2.77

4326 LS 0 90.0

4327 UD 0.492

*

4328 KK CH59-C

4329 BA 0.340

4330 PB 2.77

4331 LS 0 94.0

4332 UD 0.489

*

4333 KK DCH59-C

4334 KM FLOW SPLIT TO CH60A-C AS DFLAM

4335 KM SPLIT TO CENTRAL SYSTEM

4336 KM DEVELOPED FROM CWH MODEL

4337 KM CAPACITY = 144 CFS + 78 CFS (100 YR FLOW FROM CWH FOR CH58)

4338 DTDCENTRAL

4339 DI 0 222 1000

4340 DQ 0 222 222

*

4341 KK RDFLAM

4342 KM ROUTE DFLAM TO CCH60A

4343 KM FACILITY = FLAMINGO - MARYLAND PARKWAY

4344 KM FACILITY # = FLMP 0000

4345 KM LINING = RCB

4346 RD 5300 0.0049 0.015 0 TRAP 8 0

*

1 HEC-1 INPUT PAGE120

 

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

 

4347 KK CH60-A

4348 BA 0.377

4349 PB 2.77

4350 LS 0 91.8

4351 UD 0.440

*

4352 KK CCH60A

4353 KM COMBINE RDFLAM AND CH60-A

4354 HC 2

*

4355 KK CCH56B

4356 KM COMBINE RCCH56A, CH56-B, AND CCH60A

4357 KM MARYLAND PARKWAY AND CHARLESTON

4358 HC 3

*

4359 KK RCCH56B

4360 KM ROUTE CCH56B TO CCH63-A

4361 KM FACILITY = FLAMINGO - BOULDER NORTH

4362 KM FACILITY # = FLBN 0205

4363 KM LINING = RCB

4364 RD 1200 0.023 0.015 0 TRAP 10 0

*

4365 KK CH63-A

4366 BA 0.112

4367 PB 2.77

4368 LS 0 89.7

4369 UD 0.245

*

4370 KK CCH63A

4371 KM COMBINE RCCH56B AND CH63-A

4372 KM CHARLESTON AND 15TH ST

4373 HC 2

*

4374 KK RCCH63A

4375 KM ROUTE CCH63A TO CCH63B

4376 KM FACILITY = FLAMINGO - BOULDER NORTH

4377 KM FACILITY # = FLBN 0205

4378 KM LINING = RCB

4379 RD 2800 0.023 0.015 0 TRAP 10 0

*

4380 KK CH63-B

4381 BA 0.153

4382 PB 2.77

4383 LS 0 90.4

4384 UD 0.172

*

1 HEC-1 INPUT PAGE121

 

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

 

4385 KK CCH63B

4386 KM COMBINE RCCH63A AND CH63-B

4387 KM CHARLESTON AND BURNHAM

4388 HC 2

*

4389 KK RCCH63B

4390 KM ROUTE CCH63B TO CCH68A

4391 KM FACILITY = FLAMINGO - BOULDER NORTH

4392 KM FACILITY # = FLBN 0180

4393 KM LINING = RCB

4394 RD 1900 0.0131 0.015 0 TRAP 20 0

*

4395 KK CH68-A

4396 BA 0.294

4397 PB 2.77

4398 LS 0 90.2

4399 UD 0.367

*

4400 KK CCH68A

4401 KM COMBINE RCCH63B AND CH68-A

4402 KM CHARLESTON AND BOULDER HIGHWAY

4403 HC 2

*

4404 KK RCCH68A

4405 KM ROUTE CCH68A TO CCH67A

4406 KM FACILITY = FLAMINGO - BOULDER NORTH

4407 KM FACILITY # = FLBN 0038

4408 KM LINING = RCB

4409 RD 960 0.0059 0.015 0 TRAP 15 0

*

4410 KK CH67-A

4411 BA 0.333

4412 PB 2.77

4413 LS 0 86.0

4414 UD 0.359

*

4415 KK CCH67A

4416 KM COMBINE RCCH68A AND CH67-A

4417 HC 2

*

4418 KK RCCH67A

4419 KM ROUTE CCH67A TO CFR04

4420 KM FACILITY = FLAMINGO - BOULDER NORTH

4421 KM FACILITY # = FLBN 0038

4422 KM LINING = RCB

4423 RD 4340 0.0059 0.015 0 TRAP 15 0

*

1 HEC-1 INPUT PAGE122

 

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

 

4424 KK CH64-A

4425 BA 0.297

4426 PB 2.77

4427 LS 0 90.0

4428 UD 0.527

*

4429 KK RCH64-A

4430 KM ROUTE CH64-A TO CFR04A

4431 KM OAKEY TO BOULDER HIGHWAY

4432 RD 7100 0.018 0.016 0 TRAP 0 50

*

4433 KK FR04-A

4434 BA 0.255

4435 PB 2.77

4436 LS 0 87.8

4437 UD 0.343

*

4438 KK CFR04A

4439 KM COMBINE RCH64 AND FR04-A

4440 HC 2

*

4441 KK CCFR04A

4442 KM COMBINE RCCH67A AND CFR04A

4443 KM OAKEY AND BOULDER HIGHWAY

4444 HC 2

*

4445 KKRCCFR04A

4446 KM ROUTE CCFR04A TO CCFR03A

4447 KM FACILITY = FLAMINGO - BOULDER NORTH

4448 KM FACILITY # = FLBN 0038

4449 KM LINING = RCB

4450 RD 1800 0.0059 0.015 0 TRAP 15 0

*

4451 KK FR03-A

4452 BA 0.233

4453 PB 2.77

4454 LS 0 84.8

4455 UD 0.361

*

4456 KK CFR03A

4457 KM COMBINE RCCFR04A AND FR03-A

4458 KM BOULDER HIGHWAY AND ST. LOUIS

4459 HC 2

*

1 HEC-1 INPUT PAGE123

 

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

 

4460 KK RCFR03A

4461 KM ROUTE CFR03A TO CFR03C

4462 KM FACILITY = FLAMINGO - BOULDER NORTH

4463 KM FACILITY # = FLBN 0038

4464 KM LINING = RCB

4465 RD 2000 0.0059 0.015 0 TRAP 15 0

*

4466 KK FR03-C

4467 BA 0.036

4468 PB 2.77

4469 LS 0 92.0

4470 UD 0.230

*

4471 KK CCFR03

4472 KM COMBINE RCFR03B, RCFR03A AND FR03-C

4473 KM BOULDER HIGHWAY AND SAHARA

4474 HC 3

*

*

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

* END INPUT FROM CENTRAL WATERSHED MODEL SW3.DAT

* (PBS&J - DATED MAY 2008)

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

*

4475 KK RCFR03

4476 KM ROUTE CFR03 TO CFW33 IN BOULDER HIGHWAY

4477 KM FACILITY = FLAMINGO - BOULDER HIGHWAY NORTH

4478 KM FACILITY # = FLBN 0020/0019 AND 0000

4479 KM LINING = RCB 2:12' X 12'

4480 RD 2200 0.002 0.015 0 TRAP 24 0

*

4481 KK DFW41AE

4482 KM RETRIEVE DIVERTED FLOW FROM MCLEOD/KAREN

4483 DR DFW41AE

*

4484 KKRDFW41AE

4485 KM ROUTE DFW41AE TO CFW33

4486 KM FACILITY = KAREN AVE

4487 RD 3900 0.020 0.016 0 TRAP 0 50

*

4488 KK CFW33

4489 KM COMBINE CFW33W, DFW41AE AND CFR03 (FROM CENTRAL BASIN WATERSHED)

4490 HC 3

*

1 HEC-1 INPUT PAGE124

 

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

 

4491 KK RCFW33

4492 KM ROUTE CFW33 TO CFW34 IN FLAMINGO WASH

4493 KM FACILITY = FLAMINGO WASH

4494 KM FACILITY # = FLWA 0255, 0228, 0226, AND 0200

4495 KM LINING = CONCRETE

4496 RD 2915 0.008 0.015 0 TRAP 70 0

*

4497 KK FW34

4498 BA 0.297

4499 PB 2.77

4500 LS 0 90.9

4501 UD 0.392

*

4502 KK CFW34

4503 KM COMBINE CFW33B AND FW34

4504 HC 2

*

4505 KK RCFW34

4506 KM ROUTE CFW34 TO CFW36 IN FLAMINGO WASH

4507 KM FACILITY = FLAMINGO WASH

4508 KM FACILITY # = FLWA 0176/0175, 0174, 0080/0079, AND 0078

4509 KM LINING = CONCRETE

4510 RD 6490 0.009 0.015 0 TRAP 50 1

*

4511 KK FW36

4512 BA 0.480

4513 PB 2.77

4514 LS 0 87.7

4515 UD 0.448

*

4516 KK CFW36

4517 KM COMBINE CFW34 AND FW36

4518 HC 2

*

4519 KK RCFW36

4520 KM ROUTE CFW36 TO CFW38 IN DESERT ROSE GOLF COURSE

4521 KM FACILITY = FLAMINGO WASH

4522 KM FACILITY # = FLWA 0000

4523 KM LINING = GRASS-LINED CHANNEL

4524 RD 4570 0.005 0.03 0 TRAP 107 2

*

4525 KK FW38

4526 BA 0.543

4527 PB 2.78

4528 LS 0 79.0

4529 UD 0.457

*

1 HEC-1 INPUT PAGE125

 

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

 

4530 KK CFW38

4531 KM COMBINE CFW36 AND FW38 - TOTAL FLOW IN FLAMINGO WASH

4532 HC 2

*

4533 KK FW35

4534 BA 0.466

4535 PB 2.77

4536 LS 0 86.0

4537 UD 0.484

*

4538 KK RFW35

4539 KM ROUTE FW35 TO LAS VEGAS WASH

4540 KM FACILITY # = NLWY 0030, 0028, 0015, 0014, 0006, 0004, AND 0000

4541 KM LINING = CONCRETE CHANNEL

4542 RD 1870 0.003 0.015 0 TRAP 8 1.3

*

4543 KK FW37

4544 BA 0.398

4545 PB 2.77

4546 LS 0 84.1

4547 UD 0.432

*

4548 KK B1

4549 BA 0.501

4550 PB 2.77

4551 LS 0 85.8

4552 UD 0.424

*

4553 KK B2

4554 BA 0.243

4555 PB 2.77

4556 LS 0 85.0

4557 UD 0.471

*

4558 KK CB2

4559 KM COMBINE B1 AND B2

4560 HC 2

*

4561 KK RCB2

4562 KM ROUTE CB2 TO CB4

4563 KM FACILITY = VAN BUSKIRK - TWAIN

4564 KM FACILITY # = VBTW 0000

4565 KM LINING = SMALL RCP (USED ROAD FOR ROUTE)

4566 RD 2400 0.025 0.016 0 TRAP 0 50

*

1 HEC-1 INPUT PAGE126

 

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

 

4567 KK B3

4568 BA 0.193

4569 PB 2.77

4570 LS 0 86.9

4571 UD 0.319

*

4572 KK RB3

4573 KM ROUTE B3 TO CB4 IN BOULDER HWY

4574 KM FACILITY = FLAMINGO - BOULDER HIGHWAY SOUTH

4575 KM FACILITY # = FLBS 0167

4576 KM LINING = UNLINED MEDIAN CHANNEL

4577 RD 5200 0.012 0.025 0 TRAP 0 9

*

4578 KK B4

4579 BA 0.439

4580 PB 2.77

4581 LS 0 88.8

4582 UD 0.667

*

4583 KK CB4N

4584 KM COMBINE B3 AND B4 PRIOR TO TWAIN AVE

4585 HC 2

*

4586 KK CB4

4587 KM COMBINE CB2 AND CB4N

4588 HC 2

*

4589 KK RCB4

4590 KM ROUTE CB4 TO CB6 IN BOULDER HWY

4591 KM FACILITY = FLAMINGO - BOULDER HIGHWAY SOUTH

4592 KM FACILITY # = FLBS 0000

4593 KM LINING = UNLINED MEDIAN CHANNEL

4594 RD 4060 0.013 0.025 0 TRAP 0 4.5

*

4595 KK B5

4596 BA 0.449

4597 PB 2.77

4598 LS 0 86.0

4599 UD 0.395

*

4600 KK RB5

4601 KM ROUTE B5 TO CB6 IN MONSON CHANNEL

4602 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

4603 KM FACILITY # = LV02 0303

4604 KM LINING = RCP

4605 RD 4950 0.023 0.013 0 CIRC 4

*

1 HEC-1 INPUT PAGE127

 

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

 

4606 KK B6

4607 BA 0.356

4608 PB 2.77

4609 LS 0 87.8

4610 UD 0.370

*

4611 KK CB6

4612 KM COMBINE CB4, B5, AND B6

4613 HC 3

*

4614 KK RCB6

4615 KM ROUTE CB6 TO M4 IN MONSON CHANNEL

4616 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

4617 KM FACILITY # = LV02 0294/0293

4618 KM LINING = RCB

4619 RD 710 0.019 0.015 0 TRAP 30 0

*

4620 KK M1

4621 BA 0.510

4622 PB 2.77

4623 LS 0 87.6

4624 UD 0.576

*

4625 KK RM1

4626 KM ROUTE M1 TO CM2 IN NELLIS BLVD

4627 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

4628 KM FACILITY # = NLFL 0144, 0131, AND 0085/0084

4629 KM LINING = RCP/RCB

4630 RD 2620 0.004 0.015 0 TRAP 11 0

*

4631 KK M2

4632 BA 0.473

4633 PB 2.77

4634 LS 0 80.5

4635 UD 0.531

*

4636 KK CM2

4637 KM COMBINE M1 AND M2

4638 HC 2

*

4639 KK RCM2

4640 KM ROUTE CM2 TO CM3 IN NELLIS BLVD

4641 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

4642 KM FACILITY # = NLFL 0085/0084 AND 0060/0059

4643 KM LINING = RCB

4644 RD 2600 0.004 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE128

 

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

 

4645 KK M3

4646 BA 0.291

4647 PB 2.77

4648 LS 0 85.2

4649 UD 0.351

*

4650 KK CM3

4651 KM COMBINE CM2 AND M3

4652 HC 2

*

4653 KK RCM3

4654 KM ROUTE CM3 TO CM4 IN NELLIS BLVD

4655 KM FACILITY = NELLIS FLAMINGO STORM DRAIN

4656 KM FACILITY # = NLFL 0060/0059, 0029/0028, 0006/0005, AND 0001/0000

4657 KM LINING = RCB

4658 RD 2890 0.004 0.015 0 TRAP 12 0

*

4659 KK M4

4660 BA 0.282

4661 PB 2.77

4662 LS 0 90.4

4663 UD 0.411

*

4664 KK CM4N

4665 KM COMBINE CM3 AND M4

4666 HC 2

*

4667 KK CM4

4668 KM COMBINE CB6 AND CM4N

4669 HC 2

*

4670 KK RCM4

4671 KM ROUTE CM4 TO CM6 IN MONSON CHANNEL

4672 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

4673 KM FACILITY # = LV02 0283, 0282/0281, 0274, 0273/0272, AND 0210

4674 KM LINING = CONCRETE

4675 RD 3780 0.006 0.015 0 TRAP 20 2

*

4676 KK M6

4677 BA 0.316

4678 PB 2.77

4679 LS 0 87.5

4680 UD 0.363

*

1 HEC-1 INPUT PAGE129

 

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

 

4681 KK CM6

4682 KM COMBINE CM4 AND M6.

4683 HC 2

*

4684 KK RCM6

4685 KM ROUTE CM6 TO CM7 IN MONSON CHANNEL

4686 KM FACILITY = LAS VEGAS WASH - BRANCH 02 (MONSON CHANNEL)

4687 KM FACILITY # = LV02 0209/0208, 0127/0126, 0125, AND 0001/0000

4688 KM LINING = CONCRETE

4689 RD 10120 0.003 0.015 0 TRAP 30 2

*

4690 KK M7

4691 BA 0.513

4692 PB 2.77

4693 LS 0 81.4

4694 UD 0.610

*

4695 KK CM7

4696 KM COMBINE CM6 AND M7 -- TOTAL FLOW TO MONSON CHANNEL

4697 HC 2

*

4698 KK B7

4699 BA 0.262

4700 PB 2.77

4701 LS 0 86.9

4702 UD 0.318

*

4703 KK RB7

4704 KM ROUTE B7 TO CB8

4705 KM HARMON AVENUE

4706 RD 2550 0.024 0.016 0 TRAP 0 50

*

4707 KK B8

4708 BA 0.326

4709 PB 2.77

4710 LS 0 84.5

4711 UD 0.279

*

4712 KK CB8

4713 KM COMBINE B7 AND B8

4714 HC 2

*

1 HEC-1 INPUT PAGE130

 

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

 

4715 KK RCB8

4716 KM ROUTE CB8 TO CB9

4717 KM HARMON AVENUE

4718 RD 5550 0.006 0.016 0 TRAP 0 50

*

4719 KK B9

4720 BA 0.471

4721 PB 2.77

4722 LS 0 85.4

4723 UD 0.414

*

4724 KK CB9

4725 KM COMBINE CB8 AND B9

4726 HC 2

*

4727 KK RCB9

4728 KM ROUTE CB9 TO CB10 ALONG HARMON AVENUE

4729 KM FACILITY = LAS VEGAS WASH - BOULDER HIGHWAY

4730 KM FACILITY # = LVBH 0000

4731 KM LINING = RCB

4732 RD 1500 0.006 0.015 0 TRAP 12 0

*

4733 KK B10

4734 BA 0.499

4735 PB 2.77

4736 LS 0 83.5

4737 UD 0.408

*

4738 KK RB10

4739 KM ROUTE B10 TO CB10 IN DITCH ALONG BOULDER HWY

4740 KM FACILITY TYPE = ROADWAY DITCH

4741 RD 2400 0.005 0.015 0 TRAP 0 2

*

4742 KK CB10

4743 KM COMBINE CB9 AND B10

4744 HC 2

*

4745 KK RCB10

4746 KM ROUTE CB10 TO CB13 IN BOULDER HWY

4747 KM FACILITY = LAS VEGAS WASH - BOULDER HIGHWAY

4748 KM FACILITY # = LVBH 0000

4749 KM LINING = RCB

4750 RD 3800 0.006 0.015 0 TRAP 12 0

*

1 HEC-1 INPUT PAGE131

 

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

 

4751 KK B11

4752 BA 0.333

4753 PB 2.77

4754 LS 0 88.4

4755 UD 0.371

*

4756 KK CB11

4757 KM COMBINE CB10 AND B11

4758 HC 2

*

4759 KK B12

4760 BA 0.462

4761 PB 2.77

4762 LS 0 86.4

4763 UD 0.319

*

4764 KK RB12

4765 KM ROUTE B12 TO CB13

4766 KM FACILITY = LAS VEGAS WASH - BRANCH 01 (TROPICANA AVENUE CHANNEL)

4767 KM FACILITY # = LV01 0151

4768 KM LINING = RCP

4769 RD 3200 0.005 0.013 0 CIRC 8

*

4770 KK B13

4771 BA 0.160

4772 PB 2.77

4773 LS 0 86.1

4774 UD 0.369

*

4775 KK CB12

4776 KM COMBINE B12 AND B13

4777 HC 2

*

4778 KK RCB12

4779 KM ROUTE CB12 TO CB13

4780 KM FACILITY = LAS VEGAS WASH - BRANCH 01 (TROPICANA AVENUE CHANNEL)

4781 KM FACILITY # = LV01 0151

4782 KM LINING = RCP

4783 RD 800 0.005 0.013 0 CIRC 8

*

4784 KK CB13

4785 KM COMBINE CB11 AND CB13W -- LAS VEGAS WASH - BRANCH 1 AT BOULDER HIGHWAY

4786 HC 2

*

4787 ZZ

1

SCHEMATIC DIAGRAM OF STREAM NETWORK

INPUT

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

 

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

 

43 RR1

.

.

56 . RR2

. V

. V

61 . RRR2

. .

. .

65 CRR2............

V

V

68 RCRR2

.

.

77 . RR5

. V

. V

82 . R-RR5

. .

. .

91 . . RR3

. . .

. . .

96 CRR3........................

V

V

99 RCRR3

.

.

108 . RR10

. .

. .

113 CRR10............

V

V

116 RCRR10

.

.

125 . RR12A

. V

. V

130 . R-RR12A

. .

. .

139 . . 104A

. . .

. . .

144 C104A........................

.

.

147 . RD1

. V

. V

152 . R-RD1

. .

. .

156 . . RD2

. . .

. . .

161 . CRD2............

. V

. V

164 . RCRD2

. .

. .

168 . . RD3

. . .

. . .

173 . CRD3............

. .

. .

176 . . RR14A

. . V

. . V

181 . . R-RR14A

. . .

. . .

185 . . . RD4

. . . .

. . . .

190 . . CRD4............

. . V

. . V

193 . . RCRD4

. . .

. . .

197 . . . RD5

. . . .

. . . .

202 . . CRD5............

. . V

. . V

205 . . RCRD5

. . .

. . .

209 . . . RD6

. . . .

. . . .

214 . . CRD6............

. . .

. . .

217 INRR........................

V

V

221 RRDB

.

.

244 .------->*D-RROUT

242 *DOUTRR

.

.

249 .------->*REMOVED

247 *NO_FLOW

V

V

252 ROUTRR

.

.

260 . R3A

. .

. .

265 CR3A............

V

V

268 RCR3A

.

.

274 . UFR1

. .

. .

279 CUFR1............

V

V

282 RCUFR1

V

V

288 RCUFR1A

.

.

294 . UFR2

. .

. .

299 CUFR2............

V

V

302 RCUFR2

.

.

308 . R3B

. V

. V

313 . R-R3B

. .

. .

318 . . R4A

. . V

. . V

323 . . R-R4A

. . .

. . .

328 . . . UFR3

. . . .

. . . .

333 CUFR3N....................................

.

.

336 . R4B

. V

. V

341 . R-R4B

. .

. .

346 . . UFR4

. . .

. . .

351 . CUFR4............

. V

. V

355 . RCUFR4

. .

. .

360 CUFR3............

V

V

363 RCUFR3

.

.

369 . R4D

. V

. V

374 . R4DB

. .

. .

396 . .------->*D-R4OUT

394 . *DOUTR4

. .

. .

401 . .------->*REMOVED

399 . *NO_FLOW

. V

. V

404 . R-R4D

. .

. .

410 . . UFR5

. . .

. . .

415 . CUFR5............

. V

. V

418 . RCUFR5

. .

. .

424 . . R4C

. . V

. . V

429 . . R-R4C

. . .

. . .

434 . . . UFR6

. . . .

. . . .

439 . CUFR8W........................

. .

. .

442 . . UFR7

. . V

. . V

447 . . RUFR7

. . .

. . .

452 . . . UFR8

. . . .

. . . .

457 . . CUFR8E............

. . .

. . .

460 CUFR8........................

V

V

464 RCUFR8

.

.

470 . UFR9

. V

. V

475 . RUFR9

. .

. .

481 . . UFR10

. . .

. . .

486 . CUFR10............

. V

. V

489 . RCUFR10

. .

. .

495 . . UFR11

. . .

. . .

500 . CUFR11............

. V

. V

504 . RCUFR11

. .

. .

510 . . UFR12

. . .

. . .

515 . CUFR13N............

. .

. .

519 . . UFR13

. . .

. . .

524 CUFR13........................

V

V

527 RCUFR13

.

.

533 . UFR14

. .

. .

538 CUFR14............

V

V

541 RCUFR14

.

.

547 . UFR15

. V

. V

552 . RUFR15

. .

. .

557 . . UFR17

. . .

. . .

562 . CUFR17............

. V

. V

565 . RCUFR17

. .

. .

571 . . R4E

. . V

. . V

576 . . R-R4E

. . .

. . .

581 . . . UFR16

. . . .

. . . .

586 . . CUFR16............

. . V

. . V

589 . . RCUFR16

. . .

. . .

594 . . . UFR18

. . . V

. . . V

599 . . . RUFR18

. . . .

. . . .

604 . . . . UFR19A

. . . . .

. . . . .

609 . . CUFR19A........................

. . V

. . V

612 . . RCUFR19A

. . .

. . .

617 . . . UFR19C

. . . .

. . . .

622 . . CUFR19BW............

. . .

. . .

625 . . . UFR19B

. . . V

. . . V

630 . . . RUFR19B

. . . .

. . . .

635 . . CUFR19B............

. . V

. . V

638 . . RCUFR19B

. . .

. . .

644 . CUFR19C............

. V

. V

647 . RCUFR19C

. .

. .

653 . . UFR20

. . .

. . .

658 . CUFR20W............

. .

. .

661 CUFR20............

V

V

664 RCUFR20

.

.

670 . UFR21

. V

. V

675 . RUFR21

. .

. .

681 . . UFR22

. . .

. . .

686 . CUFR22............

. V

. V

689 . RCUFR22

. .

. .

697 . . UFR23

. . .

. . .

702 . CUFR23............

. V

. V

705 . RCUFR23

. .

. .

711 . . UFR24

. . .

. . .

716 CUFR24........................

V

V

719 RCUFR24

.

.

725 . UFR25

. .

. .

730 CUFR25............

V

V

733 RCUFR25

.

.

739 . UFR26

. .

. .

744 CUFR26............

V

V

747 RCUFR26

.

.

753 . F2

. V

. V

758 . F2DB

. .

. .

769 . .------->*D-F2OUT

767 . *DOUTF2

. .

. .

774 . .------->*REMOVED

772 . *NO_FLOW

. V

. V

777 . RF2

. .

. .

783 . . UFS1

. . .

. . .

788 . CUFS1............

. V

. V

791 . RUFS1

. .

. .

797 . . UFS2

. . .

. . .

802 . CUFS2............

. .

. .

805 . . F1A

. . V

. . V

810 . . RF1A

. . .

. . .

814 . . . F1B

. . . V

. . . V

819 . . . RF1B

. . . .

. . . .

823 . . . . UFS3

. . . . .

. . . . .

828 . . CUFS3........................

. . V

. . V

833 . . F1DB

. . .

. . .

844 . . .------->*D-F1OUT

842 . . *DOUTF1

. . .

. . .

849 . . .------->*REMOVED

847 . . *NO_FLOW

. . V

. . V

852 . . RCUFS3

. . .

. . .

859 . . . USF3A

. . . .

. . . .

864 . . . . UFS4

. . . . .

. . . . .

869 . . CUFS4........................

. . .

. . .

872 . CF1F2............

. V

. V

876 . RCF1F2

. .

. .

882 . . UFS5A

. . V

. . V

887 . . RUFS5A

. . .

. . .

893 . . . UFS5B

. . . .

. . . .

898 . . CUFS5BN............

. . .

. . .

901 . CUFS5B............

. V

. V

904 . RCUFS5B

. .

. .

910 . . UFS5C

. . .

. . .

915 . CUFS5CW............

. .

. .

918 CUFS5C............

.

.

921 . UFS6

. V

. V

926 . RUFS6

. .

. .

930 . . UFS7

. . V

. . V

935 . . RUFS7

. . .

. . .

939 . . . UFS8

. . . .

. . . .

944 . CUFS8........................

. V

. V

948 . F4DB

. .

. .

959 . .------->*D-F4OUT

957 . *DOUTF4

. .

. .

964 . .------->*REMOVED

962 . *NO_FLOW

. .

. .

980 . .-------> DT-F4DB

967 . DT-F401D

. V

. V

983 . F401DB

. .

. .

1004 . . .<------- DT-F4DB

1002 . . DT-F4DB

. . .

. . .

1005 . CF401DB............

. V

. V

1009 . RCUFS8

. .

. .

1015 . . UFS9

. . .

. . .

1020 . CUFS9............

. V

. V

1024 . RCUFS9

. .

. .

1030 . . UFS12

. . .

. . .

1035 . CUFS12............

. V

. V

1038 . RCUFS12

. .

. .

1044 . . UFS13

. . .

. . .

1049 . . . F3A

. . . V

. . . V

1054 . . . RF3A

. . . .

. . . .

1058 . . . . UFS10

. . . . .

. . . . .

1063 . . . . . UFS11

. . . . . .

. . . . . .

1068 . . . CUFS11........................

. . . V

. . . V

1071 . . . RCUFS11

. . . .

. . . .

1075 . . CUFS13S............

. . .

. . .

1078 . CCUFS12............

. V

. V

1081 . RCCUFS12

. .

. .

1085 . . UFS14

. . V

. . V

1090 . . RUFS14

. . .

. . .

1094 . . . UFS15

. . . .

. . . .

1099 . . CUFS15W............

. . .

. . .

1102 . CUFS15............

. V

. V

1106 . RCUFS15

. .

. .

1112 . . UFS16

. . V

. . V

1117 . . RUFS16

. . .

. . .

1122 . . . UFS17

. . . .

. . . .

1127 . . CUFS18S............

. . .

. . .

1130 . . . UFS18

. . . .

. . . .

1135 . CUFS18........................

. V

. V

1139 . RCUFS18

. .

. .

1145 . . UFS19

. . .

. . .

1150 . CUFS19S............

. .

. .

1153 CUFS19............

V

V

1157 RCUFS19

.

.

1163 . UFS20

. .

. .

1168 . . UFS21

. . .

. . .

1173 CUFS21........................

.

.

1177 . UFS22

. V

. V

1182 . RUFS22

. .

. .

1188 . . UFS23

. . .

. . .

1193 . CUFS23............

. V

. V

1196 . RCUFS23

. .

. .

1202 . . UFS23-1

. . .

. . .

1207 . CUFS23-1............

. V

. V

1210 . RCUFS23-

. .

. .

1216 . . UFS24

. . .

. . .

1221 . CUFS24............

. V

. V

1224 . RCUFS24

. .

. .

1230 . . UFS25

. . .

. . .

1235 . CUFS25............

. V

. V

1238 . RCUFS25

. .

. .

1244 . . UFS26

. . .

. . .

1249 . CUFS26............

. V

. V

1252 . RCUFS26

. .

. .

1258 . . UFS27

. . V

. . V

1263 . . RUFS27

. . .

. . .

1269 . . . UFS28

. . . .

. . . .

1274 CUFS28....................................

V

V

1279 UPFLDB

.

.

1301 .------->*D-UFOUT

1299 *DOUTUF

.

.

1306 .------->*REMOVED

1304 *NO_FLOW

V

V

1309 RUPFLDB

.

.

1315 . TD1

. V

. V

1320 . RTD1

. .

. .

1326 . . TD2

. . .

. . .

1331 . CTD2............

. V

. V

1334 . RCTD2

. .

. .

1340 . . TD3

. . .

. . .

1345 . CTD3S............

. .

. .

1348 CTD3............

V

V

1351 RCTD3

.

.

1358 . TD7

. .

. .

1363 CTD7W............

.

.

1366 . TD4

. V

. V

1371 . RTD4

. .

. .

1377 . . TD5

. . .

. . .

1382 . CTD5............

. V

. V

1385 . RCTD5

. .

. .

1391 . . TD6

. . .

. . .

1396 . CTD6............

. V

. V

1399 . RCTD6

. .

. .

1405 CTD7............

V

V

1408 RCTD7

.

.

1414 . TD8

. V

. V

1419 . RTD8

. .

. .

1425 . . TD9

. . .

. . .

1430 . CTD9............

. V

. V

1433 . RCTD9

. .

. .

1439 . . TD10

. . .

. . .

1444 . CTD10............

. V

. V

1447 . RCTD10

. .

. .

1453 . . TD11

. . .

. . .

1458 . CTD11S............

. .

. .

1461 CTD11............

V

V

1464 RCTD11

.

.

1471 . TD13

. .

. .

1476 CTD13N............

.

.

1479 . TD12

. .

. .

1484 CTD13............

V

V

1487 RCTD13

.

.

1493 . B503A

. V

. V

1498 . RB503A

. .

. .

1502 . . BD1

. . .

. . .

1507 . CBD1............

. V

. V

1510 . RCBD1

. .

. .

1514 . . BD2

. . .

. . .

1519 . CBD2............

. V

. V

1522 . RCBD2

. .

. .

1526 . . BD3

. . .

. . .

1531 . CBD3............

. V

. V

1534 . RCBD3

. .

. .

1538 . . BD4

. . V

. . V

1543 . . RBD4

. . .

. . .

1547 . . . BD5

. . . .

. . . .

1552 . CBD5........................

. V

. V

1555 . RCBD5

. .

. .

1559 . . BD6

. . .

. . .

1564 . CBD6............

. V

. V

1567 . RCBD6

. .

. .

1572 . . B73A

. . V

. . V

1577 . . RB73A

. . .

. . .

1581 . . . BD7

. . . .

. . . .

1586 . . CBD7............

. . V

. . V

1589 . . RCBD7

. . .

. . .

1593 . . . B503D

. . . V

. . . V

1598 . . . RB503D

. . . .

. . . .

1602 . . . . BD8

. . . . .

. . . . .

1607 . . . . . BD9

. . . . . .

. . . . . .

1612 . . CBD9....................................

. . V

. . V

1615 . . RCBD9

. . .

. . .

1619 . . . BD10

. . . .

. . . .

1624 . . CBD10............

. . V

. . V

1627 . . RCBD10

. . .

. . .

1631 . . . B502

. . . V

. . . V

1636 . . . RB502

. . . .

. . . .

1641 . . . . B503C

. . . . .

. . . . .

1646 . . . CB503C............

. . . V

. . . V

1649 . . . RCB503C

. . . .

. . . .

1653 . . . . BD11

. . . . .

. . . . .

1658 . . . CBD11............

. . . .

. . . .

1661 . . . . BD12

. . . . V

. . . . V

1666 . . . . RCBD12

. . . . .

. . . . .

1670 . . . . . B71

. . . . . V

. . . . . V

1675 . . . . . RB71

. . . . . .

. . . . . .

1684 . . . . . . B501

. . . . . . .

. . . . . . .

1689 . . . . . CB501............

. . . . . V

. . . . . V

1692 . . . . . RCB501

. . . . . .

. . . . . .

1701 . . . . . . B72

. . . . . . .

. . . . . . .

1706 . . . . . CB72............

. . . . . V

. . . . . V

1709 . . . . . RCB72

. . . . . .

. . . . . .

1718 . . . . . . B503B

. . . . . . .

. . . . . . .

1723 . . . . . CB503B............

. . . . . V

. . . . . V

1726 . . . . . RCB503B

. . . . . .

. . . . . .

1730 . . . . . . BD13

. . . . . . .

. . . . . . .

1735 . . . CBD13....................................

. . . V

. . . V

1738 . . . RCBD13

. . . .

. . . .

1747 . . . . BD14

. . . . .

. . . . .

1752 . . . CBD14............

. . . V

. . . V

1755 . . . RCBD14

. . . .

. . . .

1764 . . . . BD15

. . . . V

. . . . V

1769 . . . . RBD15

. . . . .

. . . . .

1773 . . . . . BD16

. . . . . .

. . . . . .

1778 . CBD16................................................

. V

. V

1781 . RCBD16

. .

. .

1790 . . BD17

. . V

. . V

1795 . . RBD17

. . .

. . .

1799 . . . BD18

. . . .

. . . .

1804 . . CBD18............

. . V

. . V

1807 . . RCBD18

. . .

. . .

1811 . . . B504A

. . . V

. . . V

1816 . . . RB504A

. . . .

. . . .

1820 . . . . BD19

. . . . .

. . . . .

1825 . . CBD19........................

. . V

. . V

1828 . . RCBD19

. . .

. . .

1837 . . . B504B

. . . V

. . . V

1842 . . . RB504B

. . . .

. . . .

1846 . . . . BD20

. . . . .

. . . . .

1851 . CBD20....................................

. V

. V

1854 . RCBD20

. .

. .

1859 . . B504C

. . V

. . V

1864 . . RB504C

. . .

. . .

1868 . . . BD21

. . . V

. . . V

1873 . . . RBD21

. . . .

. . . .

1877 . . . . BD22

. . . . .

. . . . .

1882 . . . CBD22............

. . . V

. . . V

1885 . . . RCBD22

. . . .

. . . .

1889 . . . . BD23

. . . . .

. . . . .

1894 . CBD23....................................

. V

. V

1899 . BDDB

. .

. .

1920 . .------->*D-BDOUT

1918 . *DOUTBD

. .

. .

1925 . .------->*REMOVED

1923 . *NO_FLOW

. V

. V

1928 . RBDDB

. .

. .

1939 . . TBD1

. . .

. . .

1944 . CTBD1............

. V

. V

1947 . RCTBD1

. .

. .

1958 . . TBD2

. . .

. . .

1963 . CTBD2............

. V

. V

1966 . RCTBD2

. .

. .

1972 . . TBD3

. . .

. . .

1977 . CTBD3............

. V

. V

1980 . RCTBD3

. .

. .

1986 . . TBD4

. . .

. . .

1991 . CTBD4............

. V

. V

1994 . RCTBD4

. .

. .

2000 . . TBD5

. . .

. . .

2005 . CTBD5............

. V

. V

2008 . RCTBD5

. .

. .

2014 . . TBD6

. . .

. . .

2019 . CTBD6............

. V

. V

2022 . RCTBD6

. .

. .

2028 . . TBD7

. . V

. . V

2033 . . RTBD7

. . .

. . .

2039 . . . TBD8

. . . .

. . . .

2044 . . CTBD8............

. . V

. . V

2047 . . RCTBD8

. . .

. . .

2053 . . . TBD9

. . . .

. . . .

2058 . . CTBD9............

. . V

. . V

2061 . . RCTBD9

. . .

. . .

2067 . . . TBD10

. . . .

. . . .

2072 . . CTBD10............

. . V

. . V

2075 . . RCTBD10

. . .

. . .

2081 . . . TBD11

. . . .

. . . .

2086 . . CTBD11S............

. . .

. . .

2089 . CTBD11............

. V

. V

2092 . RCTBD11

. .

. .

2098 . . TBD12

. . V

. . V

2103 . . RCTBD12

. . .

. . .

2109 . . . TBD13

. . . .

. . . .

2114 . . CTBD13............

. . V

. . V

2117 . . RCTBD13

. . .

. . .

2123 . . . TBD14

. . . .

. . . .

2128 . . CTBD14............

. . V

. . V

2131 . . RCTBD14

. . .

. . .

2137 . . . TBD15

. . . .

. . . .

2142 . . CTBD15S............

. . .

. . .

2145 . CTBD15............

. V

. V

2148 . RCTBD15

. .

. .

2154 . . TBD17

. . V

. . V

2159 . . RCTBD17

. . .

. . .

2165 . . . TBD18

. . . .

. . . .

2170 . . CTBD18............

. . V

. . V

2173 . . RCTBD18

. . .

. . .

2179 . . . TBD19

. . . .

. . . .

2184 . . CTBD19S............

. . .

. . .

2187 . CTBD19............

. V

. V

2190 . RCTBD19

. .

. .

2196 . . TBD20B

. . .

. . .

2201 . CTBD20B............

. V

. V

2204 . RCTBD20B

. .

. .

2210 . . TD14

. . .

. . .

2215 . CTD14............

. V

. V

2218 . RTD14

. .

. .

2224 . . TD15

. . .

. . .

2229 . CTD15............

. V

. V

2232 . RCTD15

. .

. .

2238 . . TD16

. . .

. . .

2243 CTD16........................

.

.

2250 .------->*REMOVED

2248 *NO_FLOW

.

.

2253 . INFLOW

. V

. V

2271 . TRDB

. .

. .

2295 . .------->*REMOVED

2293 . *NO_FLOW

. V

. V

2298 . RTRDB

. .

. .

2304 . . TW1

. . .

. . .

2309 . CTW1............

. V

. V

2312 . RTW1

. .

. .

2318 . . TW2

. . .

. . .

2323 . CTW2............

. V

. V

2326 . RCTW2

. .

. .

2332 . . TW3

. . .

. . .

2337 . CTW3............

. V

. V

2340 . RCTW3

. .

. .

2346 . . TW4

. . V

. . V

2351 . . RTW4

. . .

. . .

2355 . . . TW5

. . . .

. . . .

2360 . . CTW5............

. . V

. . V

2363 . . RCTW5

. . .

. . .

2367 . . . TW7

. . . .

. . . .

2372 . . CTW7............

. . .

. . .

2375 . . . TW6

. . . V

. . . V

2380 . . . RTW6

. . . .

. . . .

2385 . . CTW6............

. . V

. . V

2389 . . TNDB

. . .

. . .

2407 . . .------->*REMOVED

2405 . . *NO_FLOW

. . V

. . V

2410 . . RTNDB

. . .

. . .

2418 . . . TW8

. . . .

. . . .

2423 . . CTW8W............

. . .

. . .

2426 . CTW8............

. V

. V

2429 . RCTW8

. .

. .

2435 . . TW9

. . .

. . .

2440 . CTW9............

. V

. V

2443 . RCTW9

. .

. .

2450 . . TBD20A

. . V

. . V

2455 . . RTBD20A

. . .

. . .

2459 . . . MC2

. . . .

. . . .

2464 . . CMC2............

. . V

. . V

2467 . . RCMC2

. . .

. . .

2472 . . . MC4

. . . .

. . . .

2477 . . CMC4............

. . V

. . V

2480 . . RCMC4

. . .

. . .

2485 . . . MC3

. . . V

. . . V

2490 . . . RMC3

. . . .

. . . .

2494 . . . . MC5

. . . . .

. . . . .

2499 . . CMC5........................

. . V

. . V

2502 . . RCMC5

. . .

. . .

2509 . . . MC6B

. . . .

. . . .

2514 . . CMC6B............

. . V

. . V

2517 . . RCMC6B

. . .

. . .

2524 . . . MC7A

. . . .

. . . .

2529 . . CMC7AS............

. . .

. . .

2532 . . . MC6A

. . . .

. . . .

2537 . . CMC7A............

. . V

. . V

2540 . . RCMC7A

. . .

. . .

2547 . . . MC7B

. . . .

. . . .

2552 . . CMC7B............

. . V

. . V

2555 . . RCMC7

. . .

. . .

2561 . . . MC8

. . . .

. . . .

2566 . . CMC8............

. . V

. . V

2569 . . RCMC8

. . .

. . .

2575 . . . MC9

. . . .

. . . .

2580 . . CMC9............

. . V

. . V

2583 . . RCMC9

. . .

. . .

2589 . . . MC10

. . . V

. . . V

2594 . . . RMC10

. . . .

. . . .

2599 . . . . MC11

. . . . .

. . . . .

2604 . . CMC11........................

. . .

. . .

2610 . . .-------> DTRSW

2607 . . DTRMC

. . V

. . V

2615 . . RDTRMC

. . .

. . .

2621 . . . TW10

. . . .

. . . .

2626 . . CTW10S............

. . .

. . .

2629 . CTW10............

. V

. V

2632 . RCTW10

. .

. .

2640 . . .<------- DTRSW

2638 . . DTRSW

. . V

. . V

2641 . . TRMCDB

. . .

. . .

2653 . . .------->*REMOVED

2651 . . *NO_FLOW

. . V

. . V

2656 . . RTRMCDB

. . .

. . .

2662 . CTW10-1............

. V

. V

2665 . RCTW10-1

. .

. .

2672 . . TW11

. . .

. . .

2677 . CTW11............

. V

. V

2680 . RCTW11

. .

. .

2686 . . LF1

. . V

. . V

2691 . . RLF1

. . .

. . .

2697 . . . LF2

. . . V

. . . V

2702 . . . RLF2

. . . .

. . . .

2706 . . . . LF3

. . . . .

. . . . .

2711 . . CLF3........................

. . V

. . V

2714 . . RCLF3

. . .

. . .

2720 . . . LF4

. . . .

. . . .

2725 . . CLF4............

. . V

. . V

2728 . . RCLF4

. . .

. . .

2734 . . . LF5

. . . V

. . . V

2739 . . . RLF5

. . . .

. . . .

2745 . . . . LF6

. . . . .

. . . . .

2750 . . . CLF6N............

. . . .

. . . .

2753 . . CLF6............

. . .

. . .

2756 . . . LF7

. . . .

. . . .

2761 . . CLF7............

. . V

. . V

2765 . . LAKEDB

. . .

. . .

2792 . . .------->*REMOVED

2790 . . *NO_FLOW

. . V

. . V

2795 . . RLAKEDB

. . .

. . .

2802 . . . LF10

. . . .

. . . .

2807 . . CLF10W............

. . .

. . .

2810 . . . LF8

. . . V

. . . V

2815 . . . RLF8

. . . .

. . . .

2821 . . . . LF9

. . . . .

. . . . .

2826 . . . CLF9............

. . . V

. . . V

2829 . . . RCLF9

. . . .

. . . .

2835 . . CLF10............

. . V

. . V

2838 . . RCLF10

. . .

. . .

2844 . . . LF11

. . . .

. . . .

2849 . . CLF11............

. . V

. . V

2852 . . RCLF11

. . .

. . .

2858 . . . LF12

. . . .

. . . .

2863 . . CLF12............

. . V

. . V

2866 . . RCLF12

. . .

. . .

2872 . . . LF13

. . . .

. . . .

2877 . . CLF13............

. . V

. . V

2880 . . RCLF13

. . .

. . .

2886 . . . LF14

. . . .

. . . .

2891 . . CLF14............

. . V

. . V

2894 . . RCLF14

. . .

. . .

2900 . . . LF15

. . . .

. . . .

2905 . . CLF15............

. . V

. . V

2908 . . RCLF15

. . .

. . .

2914 . . . LF16

. . . .

. . . .

2919 . . CLF16............

. . V

. . V

2922 . . RCLF16

. . .

. . .

2928 . . . LF17

. . . .

. . . .

2933 . . CLF17............

. . V

. . V

2936 . . RCLF17

. . .

. . .

2942 . . . LF19

. . . .

. . . .

2947 . . CLF19S............

. . .

. . .

2950 . . . LF18

. . . V

. . . V

2955 . . . RLF18

. . . .

. . . .

2959 . . CLF19............

. . V

. . V

2962 . . RCLF19

. . V

. . V

2968 . . RCLF19

. . .

. . .

2974 . . . LF20

. . . .

. . . .

2979 . . CLF20............

. . V

. . V

2982 . . RCLF20

. . .

. . .

2988 . . . LF20A

. . . .

. . . .

2993 . . CLF20A............

. . .

. . .

2996 . . . LF21

. . . V

. . . V

3001 . . . RLF21

. . . .

. . . .

3005 . . . . LF22

. . . . .

. . . . .

3010 . . . CLF22............

. . . .

. . . .

3013 . . . . LF23

. . . . V

. . . . V

3018 . . . . RLF23

. . . . .

. . . . .

3024 . . . . . LF24

. . . . . .

. . . . . .

3029 . . . . CLF24............

. . . . V

. . . . V

3032 . . . . RCLF24

. . . . .

. . . . .

3038 . . . . . LF25

. . . . . .

. . . . . .

3043 . . . . CLF25............

. . . . V

. . . . V

3047 . . . . DIDB

. . . . .

. . . . .

3070 . . . . .------->*REMOVED

3068 . . . . *NO_FLOW

. . . . V

. . . . V

3073 . . . . RDIDB

. . . . .

. . . . .

3079 . . . . . LF26

. . . . . V

. . . . . V

3084 . . . . . RLF26

. . . . . .

. . . . . .

3088 . . . . . . LF27

. . . . . . .

. . . . . . .

3093 . . . . CLF27........................

. . . . V

. . . . V

3096 . . . . RCLF27

. . . . .

. . . . .

3102 . . . . . LF28

. . . . . .

. . . . . .

3107 . . . . CLF28............

. . . . V

. . . . V

3110 . . . . RCLF28

. . . . .

. . . . .

3116 . . . . . LF29

. . . . . .

. . . . . .

3121 . . . . CLF29............

. . . . V

. . . . V

3124 . . . . RCLF29

. . . . .

. . . . .

3130 . . . . . LF30

. . . . . V

. . . . . V

3135 . . . . . RLF30

. . . . . .

. . . . . .

3139 . . . . . . LF31

. . . . . . .

. . . . . . .

3144 . . . . CLF31........................

. . . . V

. . . . V

3147 . . . . RCLF31

. . . . .

. . . . .

3153 . . . . . LF32

. . . . . .

. . . . . .

3158 . . . . CLF32............

. . . . V

. . . . V

3161 . . . . RCLF32

. . . . .

. . . . .

3167 . . . . . LF33

. . . . . .

. . . . . .

3172 . . CLF33....................................

. . V

. . V

3177 . . LWFLDB

. . .

. . .

3200 . . .------->*REMOVED

3198 . . *NO_FLOW

. . V

. . V

3203 . . RLFDB

. . .

. . .

3210 . . . FW2

. . . .

. . . .

3215 . . CFW2............

. . .

. . .

3218 . . . FW1

. . . V

. . . V

3223 . . . RFW1

. . . .

. . . .

3229 . . CFW1............

. . V

. . V

3232 . . RCFW1

. . .

. . .

3240 . . . FW11

. . . .

. . . .

3245 . . CFW11S............

. . .

. . .

3248 . . . FW3

. . . V

. . . V

3253 . . . RFW3

. . . .

. . . .

3259 . . . . FW4

. . . . .

. . . . .

3264 . . . CFW4............

. . . .

. . . .

3269 . . . . FW01

. . . . V

. . . . V

3274 . . . . RFW1

. . . . .

. . . . .

3278 . . . . . FW02

. . . . . .

. . . . . .

3283 . . . . CFW02............

. . . . V

. . . . V

3287 . . . . RCFW2

. . . . .

. . . . .

3291 . . . . . FW03

. . . . . .

. . . . . .

3296 . . . . CFW3............

. . . . V

. . . . V

3300 . . . . RCFW3

. . . . .

. . . . .

3306 . . . . . FW5

. . . . . .

. . . . . .

3311 . . . . CFW5............

. . . . .

. . . . .

3319 . . . . .-------> DFW11

3315 . . . . DIV1

. . . . V

. . . . V

3322 . . . . RDIV1

. . . . .

. . . . .

3328 . . . CDIV1............

. . . V

. . . V

3332 . . . RCDIV1

. . . .

. . . .

3338 . . . . FW6

. . . . .

. . . . .

3343 . . . CFW6............

. . . .

. . . .

3346 . . CFW11............

. . V

. . V

3349 . . RCFW11

. . .

. . .

3355 . . . FW12

. . . .

. . . .

3360 . . CFW12............

. . V

. . V

3363 . . RCFW12

. . .

. . .

3369 . . . FW13

. . . .

. . . .

3374 . . CFW13............

. . V

. . V

3377 . . RCFW13

. . V

. . V

3383 . . RCFW13

. . .

. . .

3389 . . . FW17

. . . .

. . . .

3394 . . CFW17W............

. . .

. . .

3397 . . . FW14

. . . V

. . . V

3402 . . . RFW14

. . . .

. . . .

3408 . . . . FW16

. . . . .

. . . . .

3413 . . . CFW17N............

. . . .

. . . .

3416 . . . . FW15

. . . . V

. . . . V

3421 . . . . RFW15

. . . . .

. . . . .

3425 . . CFW17........................

. . V

. . V

3428 . . RCFW17

. . V

. . V

3434 . . RCFW17

. . .

. . .

3440 . . . FW18

. . . .

. . . .

3445 . . CFW18W............

. . .

. . .

3448 . CFW18............

. V

. V

3451 . RCFW18

. .

. .

3457 . . FW28

. . .

. . .

3466 . . .-------> FW28*

3462 . . DIV2

. . .

. . .

3469 . . . FW19

. . . V

. . . V

3474 . . . RFW19

. . . .

. . . .

3480 . CFW19........................

. V

. V

3483 . RCFW19

. .

. .

3489 . . FW20

. . V

. . V

3494 . . RFW20

. . .

. . .

3498 . . . FW21

. . . .

. . . .

3503 . CFW21........................

. V

. V

3506 . RCFW21

. .

. .

3512 . . FW22

. . .

. . .

3517 . CFW22W............

. .

. .

3520 . . VB1

. . V

. . V

3525 . . RVB1

. . .

. . .

3529 . . . VB2

. . . .

. . . .

3534 . . CVB2............

. . V

. . V

3537 . . RCVB2

. . .

. . .

3543 . . . VB3

. . . V

. . . V

3548 . . . RVB3

. . . .

. . . .

3554 . . CVB3............

. . V

. . V

3557 . . RCVB3

. . .

. . .

3562 . . . VB4

. . . .

. . . .

3567 . . CVB4............

. . .

. . .

3573 . . .-------> TROP

3570 . . SPENCER

. . V

. . V

3576 . . RCVB4

. . .

. . .

3582 . . . VB5

. . . .

. . . .

3587 . . CVB5............

. . .

. . .

3591 . . .-------> SITE_A

3590 . . SITE_A

. . V

. . V

3594 . . RCVB5

. . .

. . .

3602 . . .------->VBTM0000

3600 . . *REMOVE

. . .

. . .

3605 . . . VB6

. . . .

. . . .

3610 . . *COMB............

. . V

. . V

3613 . . RVB6

. . .

. . .

3617 . . . VB7

. . . .

. . . .

3622 . . CVB7............

. . V

. . V

3625 . . RCVB7

. . .

. . .

3631 . . . VB8

. . . .

. . . .

3636 . . CVB8S............

. . .

. . .

3641 . . . .<------- TROP

3639 . . . TROP

. . . V

. . . V

3642 . . . RTROP

. . . .

. . . .

3646 . . CVB8............

. . .

. . .

3651 . . .------->VBMC0236

3649 . . VBEA0058

. . .

. . .

3654 . . . VB10

. . . V

. . . V

3659 . . . RVB10

. . . .

. . . .

3663 . . . . VB11

. . . . .

. . . . .

3668 . . . CVB11W............

. . . .

. . . .

3671 . . CVB11............

. . V

. . V

3674 . . RCVB11

. . .

. . .

3680 . CFW22............

. V

. V

3683 . RCFW22

. .

. .

3689 . . FW23

. . .

. . .

3694 . CFW23W............

. .

. .

3699 . . .<-------VBTM0000

3697 . . VBTM0000

. . .

. . .

3702 . . . .<-------VBMC0236

3700 . . . VBMC0236

. . . V

. . . V

3703 . . . RVBMC023

. . . .

. . . .

3709 . . CVB9S............

. . V

. . V

3712 . . RCVB9S

. . .

. . .

3718 . . . VB9

. . . .

. . . .

3723 . . CVB9............

. . .

. . .

3728 . . .-------> BYPASS

3726 . . C-SPLT

. . V

. . V

3731 . . POND-C

. . .

. . .

3741 . . . .<------- BYPASS

3739 . . . BYPASS

. . . .

. . . .

3742 . . FROM-C............

. . V

. . V

3745 . . RCVB9

. . V

. . V

3751 . . RCVB9

. . .

. . .

3757 . . . VB12

. . . .

. . . .

3762 . . CVB12............

. . V

. . V

3765 . . RCVB12

. . .

. . .

3771 . . . VB13

. . . .

. . . .

3776 . . CVB13............

. . V

. . V

3779 . . RCVB13

. . .

. . .

3785 . CFW23............

. V

. V

3788 . RCFW23

. .

. .

3794 . . FW24

. . V

. . V

3799 . . RFW24

. . .

. . .

3803 . . . FW25

. . . .

. . . .

3809 . . CFW25............

. . V

. . V

3812 . . RCFW25

. . .

. . .

3818 . . . FW27

. . . .

. . . .

3826 . . . . .<------- FW28*

3824 . . . . RET1

. . . . .

. . . . .

3827 . . CFW28........................

. . V

. . V

3830 . . RCFW28

. . .

. . .

3836 . . . FW29

. . . .

. . . .

3841 . . CFW29............

. . V

. . V

3844 . . RCFW29

. . .

. . .

3850 . . . FW30A

. . . .

. . . .

3855 . . CFW30AW............

. . .

. . .

3858 . CFW30A............

. V

. V

3861 . RCFW30A

. .

. .

3867 . . FW30B

. . .

. . .

3872 . CFW30B............

. V

. V

3875 . RCFW30B

. .

. .

3881 . . VB14

. . V

. . V

3886 . . RVB14

. . .

. . .

3890 . . . VB15

. . . .

. . . .

3895 . . CVB15............

. . V

. . V

3898 . . RCVB15

. . .

. . .

3904 . . . VB16

. . . .

. . . .

3909 . . CVB16............

. . V

. . V

3912 . . RCVB16

. . .

. . .

3918 . . . FW31

. . . .

. . . .

3923 . CFW31........................

. V

. V

3926 . RCFW31

. .

. .

3932 . . FW26

. . V

. . V

3937 . . RFW26

. . .

. . .

3941 . . . FW39

. . . .

. . . .

3946 . . CFW39............

. . V

. . V

3949 . . RCFW39

. . .

. . .

3955 . . . FW32

. . . .

. . . .

3960 . . CFW32WW............

. . .

. . .

3963 . . . FW40

. . . V

. . . V

3969 . . . RFW40

. . . .

. . . .

3973 . . . . FW41

. . . . .

. . . . .

3979 . . CFW41........................

. . V

. . V

3982 . . RCFW41

. . .

. . .

3988 . CFW32............

. V

. V

3991 . RCFW32

. .

. .

3997 . . FW33

. . .

. . .

4002 . CFW33W............

. .

. .

4005 . . SA10-2

. . .

. . .

4010 . . . SA10-1

. . . .

. . . .

4015 . . CSA10-1............

. . V

. . V

4019 . . RCSA10-1

. . .

. . .

4025 . . . SA11

. . . .

. . . .

4030 . . CSA11............

. . V

. . V

4034 . . RCSA11

. . .

. . .

4040 . . . SA13-CB

. . . .

. . . .

4045 . . CSA13-CB............

. . V

. . V

4049 . . RCSA13-C

. . .

. . .

4055 . . . FR01B

. . . .

. . . .

4060 . . CFR01B............

. . V

. . V

4064 . . RCFR01B

. . .

. . .

4070 . . . SA13-CC

. . . .

. . . .

4075 . . CSA13-CC............

. . V

. . V

4079 . . RCSA13-C

. . .

. . .

4085 . . . FR02A

. . . .

. . . .

4090 . . CFR02A............

. . V

. . V

4094 . . RCFR02A

. . .

. . .

4100 . . . FR02B

. . . .

. . . .

4105 . . CFR02B............

. . .

. . .

4109 . . . SA14A

. . . .

. . . .

4114 . . CSA14A............

. . V

. . V

4118 . . RCSA14A

. . .

. . .

4124 . . . SA13-CA

. . . V

. . . V

4129 . . . RSA13-CA

. . . .

. . . .

4133 . . . . FW40A

. . . . .

. . . . .

4138 . . . CFW40A............

. . . .

. . . .

4145 . . . .-------> DFW40AE

4142 . . . DFW40AN

. . . V

. . . V

4148 . . . RDFW40AN

. . . .

. . . .

4152 . . . . SA14B

. . . . .

. . . . .

4157 . . CSA14B........................

. . V

. . V

4161 . . RCSA14B

. . .

. . .

4167 . . . FR01A

. . . V

. . . V

4172 . . . RFR01A

. . . .

. . . .

4176 . . . . FR02C

. . . . .

. . . . .

4181 . . . CFR02C............

. . . V

. . . V

4185 . . . RFR02C

. . . .

. . . .

4191 . . . . SA14C

. . . . .

. . . . .

4196 . . CSA14C........................

. . V

. . V

4200 . . RCSA14C

. . .

. . .

4206 . . . SA16A

. . . .

. . . .

4211 . . CSA16A............

. . V

. . V

4215 . . RCSA16A

. . .

. . .

4223 . . . .<------- DFW40AE

4221 . . . DFW40AE

. . . .

. . . .

4224 . . . . FW41A

. . . . .

. . . . .

4229 . . . CFW41A............

. . . .

. . . .

4236 . . . .-------> DFW41AE

4233 . . . DFW41AN

. . . V

. . . V

4239 . . . RDFW41AN

. . . .

. . . .

4243 . . . . SA16B

. . . . .

. . . . .

4248 . . CSA16B........................

. . V

. . V

4252 . . RCSA16B

. . .

. . .

4258 . . . SA16C

. . . .

. . . .

4263 . . CSA16C............

. . .

. . .

4267 . . . FR03-B

. . . .

. . . .

4272 . . CFR03B............

. . V

. . V

4276 . . RCFR03B

. . .

. . .

4282 . . . CH51

. . . V

. . . V

4287 . . . RCH51

. . . .

. . . .

4293 . . . . CH52-C

. . . . .

. . . . .

4298 . . . CCH52............

. . . V

. . . V

4302 . . . RCCH52

. . . .

. . . .

4308 . . . . CH56-A

. . . . .

. . . . .

4313 . . . CCH56A............

. . . V

. . . V

4317 . . . RCCH56A

. . . .

. . . .

4323 . . . . CH56-B

. . . . .

. . . . .

4328 . . . . . CH59-C

. . . . . .

. . . . . .

4338 . . . . . .------->DCENTRAL

4333 . . . . . DCH59-C

. . . . . V

. . . . . V

4341 . . . . . RDFLAM

. . . . . .

. . . . . .

4347 . . . . . . CH60-A

. . . . . . .

. . . . . . .

4352 . . . . . CCH60A............

. . . . . .

. . . . . .

4355 . . . CCH56B........................

. . . V

. . . V

4359 . . . RCCH56B

. . . .

. . . .

4365 . . . . CH63-A

. . . . .

. . . . .

4370 . . . CCH63A............

. . . V

. . . V

4374 . . . RCCH63A

. . . .

. . . .

4380 . . . . CH63-B

. . . . .

. . . . .

4385 . . . CCH63B............

. . . V

. . . V

4389 . . . RCCH63B

. . . .

. . . .

4395 . . . . CH68-A

. . . . .

. . . . .

4400 . . . CCH68A............

. . . V

. . . V

4404 . . . RCCH68A

. . . .

. . . .

4410 . . . . CH67-A

. . . . .

. . . . .

4415 . . . CCH67A............

. . . V

. . . V

4418 . . . RCCH67A

. . . .

. . . .

4424 . . . . CH64-A

. . . . V

. . . . V

4429 . . . . RCH64-A

. . . . .

. . . . .

4433 . . . . . FR04-A

. . . . . .

. . . . . .

4438 . . . . CFR04A............

. . . . .

. . . . .

4441 . . . CCFR04A............

. . . V

. . . V

4445 . . . RCCFR04A

. . . .

. . . .

4451 . . . . FR03-A

. . . . .

. . . . .

4456 . . . CFR03A............

. . . V

. . . V

4460 . . . RCFR03A

. . . .

. . . .

4466 . . . . FR03-C

. . . . .

. . . . .

4471 . . CCFR03........................

. . V

. . V

4475 . . RCFR03

. . .

. . .

4483 . . . .<------- DFW41AE

4481 . . . DFW41AE

. . . V

. . . V

4484 . . . RDFW41AE

. . . .

. . . .

4488 . CFW33........................

. V

. V

4491 . RCFW33

. .

. .

4497 . . FW34

. . .

. . .

4502 . CFW34............

. V

. V

4505 . RCFW34

. .

. .

4511 . . FW36

. . .

. . .

4516 . CFW36............

. V

. V

4519 . RCFW36

. .

. .

4525 . . FW38

. . .

. . .

4530 . CFW38............

. .

. .

4533 . . FW35

. . V

. . V

4538 . . RFW35

. . .

. . .

4543 . . . FW37

. . . .

. . . .

4548 . . . . B1

. . . . .

. . . . .

4553 . . . . . B2

. . . . . .

. . . . . .

4558 . . . . CB2............

. . . . V

. . . . V

4561 . . . . RCB2

. . . . .

. . . . .

4567 . . . . . B3

. . . . . V

. . . . . V

4572 . . . . . RB3

. . . . . .

. . . . . .

4578 . . . . . . B4

. . . . . . .

. . . . . . .

4583 . . . . . CB4N............

. . . . . .

. . . . . .

4586 . . . . CB4............

. . . . V

. . . . V

4589 . . . . RCB4

. . . . .

. . . . .

4595 . . . . . B5

. . . . . V

. . . . . V

4600 . . . . . RB5

. . . . . .

. . . . . .

4606 . . . . . . B6

. . . . . . .

. . . . . . .

4611 . . . . CB6........................

. . . . V

. . . . V

4614 . . . . RCB6

. . . . .

. . . . .

4620 . . . . . M1

. . . . . V

. . . . . V

4625 . . . . . RM1

. . . . . .

. . . . . .

4631 . . . . . . M2

. . . . . . .

. . . . . . .

4636 . . . . . CM2............

. . . . . V

. . . . . V

4639 . . . . . RCM2

. . . . . .

. . . . . .

4645 . . . . . . M3

. . . . . . .

. . . . . . .

4650 . . . . . CM3............

. . . . . V

. . . . . V

4653 . . . . . RCM3

. . . . . .

. . . . . .

4659 . . . . . . M4

. . . . . . .

. . . . . . .

4664 . . . . . CM4N............

. . . . . .

. . . . . .

4667 . . . . CM4............

. . . . V

. . . . V

4670 . . . . RCM4

. . . . .

. . . . .

4676 . . . . . M6

. . . . . .

. . . . . .

4681 . . . . CM6............

. . . . V

. . . . V

4684 . . . . RCM6

. . . . .

. . . . .

4690 . . . . . M7

. . . . . .

. . . . . .

4695 . . . . CM7............

. . . . .

. . . . .

4698 . . . . . B7

. . . . . V

. . . . . V

4703 . . . . . RB7

. . . . . .

. . . . . .

4707 . . . . . . B8

. . . . . . .

. . . . . . .

4712 . . . . . CB8............

. . . . . V

. . . . . V

4715 . . . . . RCB8

. . . . . .

. . . . . .

4719 . . . . . . B9

. . . . . . .

. . . . . . .

4724 . . . . . CB9............

. . . . . V

. . . . . V

4727 . . . . . RCB9

. . . . . .

. . . . . .

4733 . . . . . . B10

. . . . . . V

. . . . . . V

4738 . . . . . . RB10

. . . . . . .

. . . . . . .

4742 . . . . . CB10............

. . . . . V

. . . . . V

4745 . . . . . RCB10

. . . . . .

. . . . . .

4751 . . . . . . B11

. . . . . . .

. . . . . . .

4756 . . . . . CB11............

. . . . . .

. . . . . .

4759 . . . . . . B12

. . . . . . V

. . . . . . V

4764 . . . . . . RB12

. . . . . . .

. . . . . . .

4770 . . . . . . . B13

. . . . . . . .

. . . . . . . .

4775 . . . . . . CB12............

. . . . . . V

. . . . . . V

4778 . . . . . . RCB12

. . . . . . .

. . . . . . .

4784 . . . . . 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 12:57:40 * * (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 = FLM5BPB1.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

 

 

 

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

 

 

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

* *

217 KK * INRR *

* *

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

 

219 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

220 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

 

 

 

 

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

 

 

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

* *

221 KK * RRDB *

* *

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

 

234 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

235 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

 

236 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

 

238 SQ DISCHARGE 0. 10. 57. 80. 99. 114. 128. 140. 151. 162.

171. 181. 182. 8654. 33270. 110918. 163477.

 

240 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

 

 

 

 

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

 

 

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

* *

374 KK * R4DB *

* *

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

 

386 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

387 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

 

388 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

 

390 SQ DISCHARGE 0. 4. 11. 141. 173. 198. 220. 242. 258. 277.

292. 308. 324. 337. 351. 363. 376. 381. 2684. 10111.

 

392 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

 

 

 

 

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

 

 

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

* *

758 KK * F2DB *

* *

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

 

762 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

763 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

 

764 SV STORAGE .0 23.0 28.4 34.6 40.8 48.5

 

765 SQ DISCHARGE 0. 39. 580. 1500. 2606. 5628.

 

766 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

 

 

 

 

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

 

 

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

* *

828 KK * CUFS3 *

* *

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

 

831 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

832 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

 

 

 

 

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

 

 

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

* *

833 KK * F1DB *

* *

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

 

837 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

838 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

 

839 SV STORAGE .0 72.3 88.8 106.4 126.1 147.7 172.4

 

840 SQ DISCHARGE 0. 716. 2181. 3847. 5889. 12584. 21548.

 

841 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

 

 

 

 

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

 

 

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

* *

948 KK * F4DB *

* *

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

 

952 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

953 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

 

954 SV STORAGE .0 .1 .3 .6 .9 1.4 2.0 2.8

 

955 SQ DISCHARGE 0. 0. 0. 1012. 2704. 4677. 7181. 10241.

 

956 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

 

 

 

 

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

 

 

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

* *

983 KK * F401DB *

* *

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

 

994 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

995 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

 

996 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

 

998 SQ DISCHARGE 0. 24. 49. 73. 97. 121. 141. 158. 173. 187.

200. 212. 224. 235. 245. 256. 265.

 

1000 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

 

 

 

 

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

 

 

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

* *

1274 KK * CUFS28 *

* *

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

 

1277 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1278 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

 

 

 

 

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

 

 

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

* *

1279 KK * UPFLDB *

* *

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

 

1291 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1292 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

 

1293 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

 

1295 SQ DISCHARGE 0. 88. 122. 147. 169. 189. 206. 223. 238. 252.

265. 278. 281. 2289. 6490. 12596. 20102. 37414. 55624. 71035.

 

1297 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

 

 

 

 

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

 

 

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

* *

1894 KK * CBD23 *

* *

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

 

1897 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

1898 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

 

 

 

 

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

 

 

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

* *

1899 KK * BDDB *

* *

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

 

1910 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

1911 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

 

1912 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

 

1914 SQ DISCHARGE 0. 48. 63. 83. 108. 117. 129. 147. 154. 163.

177. 183. 191. 203. 208. 215. 5941. 75090. 130242. 161113.

 

1916 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

 

 

 

 

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

 

 

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

* *

2243 KK * CTD16 *

* *

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

 

2246 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2247 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

 

 

 

 

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

 

 

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

* *

2253 KK * INFLOW *

* *

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

 

2256 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2257 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

 

2254 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

 

 

 

 

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

 

 

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

* *

2271 KK * TRDB *

* *

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

 

2285 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2286 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

 

2287 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

 

2289 SQ DISCHARGE 0. 17. 25. 210. 280. 336. 384. 428. 446. 465.

500. 7850. 11915. 13000.

 

2291 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

 

 

 

 

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

 

 

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

* *

2385 KK * CTW6 *

* *

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

 

2388 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2387 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

 

 

 

 

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

 

 

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

* *

2389 KK * TNDB *

* *

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

 

2400 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2401 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

 

2402 SV STORAGE .0 .9 5.6 12.9 20.8 29.0 37.7 46.7 56.2 64.0

 

 

2403 SE ELEVATION 2204.50 2207.00 2209.00 2211.00 2213.00 2215.00 2217.00 2219.00 2221.00 2222.50

 

 

2404 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

 

 

 

 

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

 

 

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

* *

2641 KK * TRMCDB *

* *

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

 

2643 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2644 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

 

2645 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

 

2647 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

 

2649 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

 

 

 

 

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

 

 

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

* *

2761 KK * CLF7 *

* *

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

 

2763 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

2764 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

 

 

 

 

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

 

 

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

* *

2765 KK * LAKEDB *

* *

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

 

2779 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

2780 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

 

2781 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

 

2784 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

 

2787 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

 

 

 

 

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

 

 

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

* *

3043 KK * CLF25 *

* *

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

 

3045 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

3046 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

 

 

 

 

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

 

 

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

* *

3047 KK * DIDB *

* *

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

 

3060 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

3061 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

 

3062 SV STORAGE .0 .3 1.6 4.6 9.5 15.9 23.1 30.5 38.0 45.7

53.5 61.6

 

3064 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

 

3066 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

 

 

 

 

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

 

 

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

* *

3172 KK * CLF33 *

* *

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

 

3175 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

3176 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

 

 

 

 

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

 

 

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

* *

3177 KK * LWFLDB *

* *

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

 

3189 KO OUTPUT CONTROL VARIABLES

IPRNT 3 PRINT CONTROL

IPLOT 0 PLOT CONTROL

QSCAL 0. HYDROGRAPH PLOT SCALE

 

HYDROGRAPH ROUTING DATA

 

3188 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

 

3190 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

 

3192 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

 

3194 SQ DISCHARGE 0. 100. 200. 300. 400. 500. 600. 700. 800. 900.

956.

 

3196 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

+ 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

+ 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

+ 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

 

2 COMBINED AT

+ CCH52 .55 1 FLOW 326. 313. 294. 275. 260. 234. 205. 181.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH52 .55 1 FLOW 325. 311. 293. 273. 259. 232. 203. 179.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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 .69 1 FLOW 407. 390. 366. 342. 323. 290. 254. 223.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH56A .69 1 FLOW 406. 389. 365. 341. 323. 289. 253. 223.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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

+ 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

+ DCENTRAL .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

+ DCH59-C .34 1 FLOW 0. 0. 0. 0. 0. 0. 0. 0.

TIME .00 .00 .00 .00 .00 .00 .00 .00

 

ROUTED TO

+ RDFLAM .34 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 .72 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 1.65 1 FLOW 732. 700. 656. 610. 576. 514. 446. 390.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH56B 1.65 1 FLOW 731. 699. 654. 609. 575. 512. 445. 389.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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 1.76 1 FLOW 782. 747. 700. 651. 614. 547. 475. 415.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH63A 1.76 1 FLOW 780. 746. 697. 648. 612. 544. 472. 412.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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 1.91 1 FLOW 836. 800. 747. 695. 655. 583. 505. 441.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH63B 1.91 1 FLOW 835. 798. 746. 693. 653. 581. 503. 438.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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 2.21 1 FLOW 992. 948. 885. 822. 775. 688. 595. 518.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH68A 2.21 1 FLOW 991. 947. 885. 821. 774. 687. 593. 516.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

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 2.54 1 FLOW 1137. 1085. 1012. 937. 881. 780. 670. 580.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.83

 

ROUTED TO

+ RCCH67A 2.54 1 FLOW 1137. 1083. 1008. 933. 878. 775. 665. 577.

TIME 3.83 3.83 3.83 3.83 3.83 3.83 3.83 3.92

 

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 3.09 1 FLOW 1348. 1282. 1191. 1100. 1033. 911. 780. 674.

TIME 3.83 3.83 3.83 3.83 3.83 3.92 3.92 3.92

 

ROUTED TO

+ RCCFR04A 3.09 1 FLOW 1340. 1274. 1186. 1097. 1031. 910. 778. 671.

TIME 3.83 3.83 3.92 3.92 3.92 3.92 3.92 3.92

 

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 3.33 1 FLOW 1436. 1365. 1266. 1167. 1095. 965. 824. 709.

TIME 3.83 3.83 3.83 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR03A 3.33 1 FLOW 1426. 1357. 1262. 1167. 1094. 963. 821. 704.

TIME 3.83 3.92 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 6.14 1 FLOW 2560. 2435. 2269. 2100. 1973. 1742. 1492. 1285.

TIME 3.83 3.92 3.92 3.92 3.92 3.92 3.92 3.92

 

ROUTED TO

+ RCFR03 6.14 1 FLOW 2555. 2433. 2265. 2094. 1966. 1733. 1480. 1281.

TIME 3.92 3.92 3.92 3.92 3.92 3.92 4.00 4.00

 

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 219.00 1 FLOW 11585. 11039. 10346. 9636. 9074. 8085. 7040. 6093.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.08

 

ROUTED TO

+ RCFW33 219.00 1 FLOW 11545. 10998. 10295. 9573. 9002. 8075. 6995. 6076.

TIME 4.00 4.00 4.00 4.00 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 219.30 1 FLOW 11681. 11128. 10417. 9685. 9107. 8158. 7067. 6131.

TIME 4.00 4.00 4.00 4.00 4.00 4.08 4.08 4.17

 

ROUTED TO

+ RCFW34 219.30 1 FLOW 11565. 11043. 10354. 9649. 9109. 8110. 7028. 6111.

TIME 4.00 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 219.78 1 FLOW 11763. 11215. 10513. 9796. 9246. 8230. 7119. 6189.

TIME 4.00 4.08 4.08 4.08 4.08 4.08 4.17 4.17

 

ROUTED TO

+ RCFW36 219.78 1 FLOW 11740. 11223. 10487. 9760. 9223. 8225. 7105. 6173.

TIME 4.08 4.08 4.08 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 220.32 1 FLOW 11872. 11346. 10597. 9849. 9304. 8293. 7152. 6210.

TIME 4.08 4.08 4.08 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

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

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 1.52 325.22 230.40 1.67 5.00 324.99 230.00 1.67

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4878E+02 EXCESS= .0000E+00 OUTFLOW= .4878E+02 BASIN STORAGE= .1878E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.54 312.23 231.25 1.60 5.00 311.22 230.00 1.60

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4664E+02 EXCESS= .0000E+00 OUTFLOW= .4664E+02 BASIN STORAGE= .1923E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.58 293.03 230.74 1.49 5.00 292.59 230.00 1.49

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4368E+02 EXCESS= .0000E+00 OUTFLOW= .4368E+02 BASIN STORAGE= .1857E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.62 273.56 230.60 1.39 5.00 273.26 230.00 1.39

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4065E+02 EXCESS= .0000E+00 OUTFLOW= .4065E+02 BASIN STORAGE= .1945E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.66 259.08 230.66 1.31 5.00 258.76 230.00 1.31

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3839E+02 EXCESS= .0000E+00 OUTFLOW= .3840E+02 BASIN STORAGE= .1702E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.73 232.71 232.16 1.17 5.00 232.08 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3429E+02 EXCESS= .0000E+00 OUTFLOW= .3429E+02 BASIN STORAGE= .1734E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.83 204.28 231.96 1.02 5.00 203.17 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2987E+02 EXCESS= .0000E+00 OUTFLOW= .2987E+02 BASIN STORAGE= .1971E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH52 MANE 1.92 180.20 232.30 .90 5.00 179.17 230.00 .90

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2624E+02 EXCESS= .0000E+00 OUTFLOW= .2624E+02 BASIN STORAGE= .1904E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .76 406.24 230.49 1.64 5.00 406.15 230.00 1.64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6033E+02 EXCESS= .0000E+00 OUTFLOW= .6033E+02 BASIN STORAGE= .9526E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .78 388.99 230.64 1.57 5.00 388.96 230.00 1.57

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5766E+02 EXCESS= .0000E+00 OUTFLOW= .5766E+02 BASIN STORAGE= .9903E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .80 365.47 230.09 1.47 5.00 365.39 230.00 1.47

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5395E+02 EXCESS= .0000E+00 OUTFLOW= .5396E+02 BASIN STORAGE= .9331E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .82 341.20 230.78 1.37 5.00 341.09 230.00 1.37

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5018E+02 EXCESS= .0000E+00 OUTFLOW= .5018E+02 BASIN STORAGE= .9379E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .84 322.90 230.88 1.29 5.00 322.81 230.00 1.29

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4736E+02 EXCESS= .0000E+00 OUTFLOW= .4736E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .87 289.50 230.73 1.15 5.00 289.12 230.00 1.15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4224E+02 EXCESS= .0000E+00 OUTFLOW= .4224E+02 BASIN STORAGE= .1009E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .92 253.10 230.52 1.00 5.00 252.66 230.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3672E+02 EXCESS= .0000E+00 OUTFLOW= .3672E+02 BASIN STORAGE= .1000E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56A MANE .97 223.14 230.86 .88 5.00 222.50 230.00 .88

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3220E+02 EXCESS= .0000E+00 OUTFLOW= .3220E+02 BASIN STORAGE= .9347E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .50 .00 260.00 .00 5.00 .00 260.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4763E-07 EXCESS= .0000E+00 OUTFLOW= .4763E-07 BASIN STORAGE= .2132E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .50 .00 294.50 .00 5.00 .00 295.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4152E-07 EXCESS= .0000E+00 OUTFLOW= .4152E-07 BASIN STORAGE= .3231E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 .00 479.25 .00 5.00 .00 480.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5941E-07 EXCESS= .0000E+00 OUTFLOW= .5941E-07 BASIN STORAGE= .3231E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .50 .00 240.00 .00 5.00 .00 240.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3943E-07 EXCESS= .0000E+00 OUTFLOW= .3943E-07 BASIN STORAGE= .2132E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .25 .00 109.75 .00 5.00 .00 110.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6581E-08 EXCESS= .0000E+00 OUTFLOW= .6581E-08 BASIN STORAGE= .1406E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 .00 391.50 .00 5.00 .00 390.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1123E-06 EXCESS= .0000E+00 OUTFLOW= .1123E-06 BASIN STORAGE= .4898E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .75 .00 389.25 .00 5.00 .00 390.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9567E-07 EXCESS= .0000E+00 OUTFLOW= .9567E-07 BASIN STORAGE= .4898E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RDFLAM MANE .50 .00 409.50 .00 5.00 .00 410.00 .00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5997E-07 EXCESS= .0000E+00 OUTFLOW= .5997E-07 BASIN STORAGE= .3231E-04 PERCENT ERROR=******

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .56 731.44 230.63 1.23 5.00 730.83 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1081E+03 EXCESS= .0000E+00 OUTFLOW= .1081E+03 BASIN STORAGE= .9092E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .57 699.19 230.25 1.17 5.00 698.62 230.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1031E+03 EXCESS= .0000E+00 OUTFLOW= .1031E+03 BASIN STORAGE= .8596E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .58 655.27 230.51 1.09 5.00 654.40 230.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9625E+02 EXCESS= .0000E+00 OUTFLOW= .9625E+02 BASIN STORAGE= .8796E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .60 609.83 230.63 1.01 5.00 608.95 230.00 1.01

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8924E+02 EXCESS= .0000E+00 OUTFLOW= .8924E+02 BASIN STORAGE= .8580E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .61 575.61 230.47 .96 5.00 574.72 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8402E+02 EXCESS= .0000E+00 OUTFLOW= .8402E+02 BASIN STORAGE= .9185E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .64 512.92 230.37 .85 5.00 512.09 230.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7455E+02 EXCESS= .0000E+00 OUTFLOW= .7455E+02 BASIN STORAGE= .9127E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .68 445.62 230.81 .73 5.00 444.56 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6439E+02 EXCESS= .0000E+00 OUTFLOW= .6439E+02 BASIN STORAGE= .9414E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH56B MANE .72 389.84 230.55 .64 5.00 388.76 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5610E+02 EXCESS= .0000E+00 OUTFLOW= .5610E+02 BASIN STORAGE= .9112E-03 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.27 780.19 231.01 1.24 5.00 780.13 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1161E+03 EXCESS= .0000E+00 OUTFLOW= .1161E+03 BASIN STORAGE= .2055E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.29 746.29 230.06 1.18 5.00 746.12 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1108E+03 EXCESS= .0000E+00 OUTFLOW= .1108E+03 BASIN STORAGE= .2290E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.33 698.58 230.87 1.10 5.00 697.30 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1033E+03 EXCESS= .0000E+00 OUTFLOW= .1033E+03 BASIN STORAGE= .2090E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.37 649.96 230.82 1.02 5.00 648.30 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9572E+02 EXCESS= .0000E+00 OUTFLOW= .9572E+02 BASIN STORAGE= .2057E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.40 613.33 230.65 .96 5.00 611.65 230.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9008E+02 EXCESS= .0000E+00 OUTFLOW= .9009E+02 BASIN STORAGE= .2141E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.46 546.39 231.34 .85 5.00 544.22 230.00 .85

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7985E+02 EXCESS= .0000E+00 OUTFLOW= .7985E+02 BASIN STORAGE= .2221E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.55 473.47 230.92 .73 5.00 471.63 230.00 .73

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6890E+02 EXCESS= .0000E+00 OUTFLOW= .6890E+02 BASIN STORAGE= .2322E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63A MANE 1.64 413.47 232.26 .64 5.00 411.71 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .5995E+02 EXCESS= .0000E+00 OUTFLOW= .5995E+02 BASIN STORAGE= .2308E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.31 835.30 230.55 1.25 5.00 834.72 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1275E+03 EXCESS= .0000E+00 OUTFLOW= .1275E+03 BASIN STORAGE= .2128E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.33 798.69 230.70 1.19 5.00 797.98 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1216E+03 EXCESS= .0000E+00 OUTFLOW= .1216E+03 BASIN STORAGE= .2479E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.37 746.19 230.18 1.11 5.00 745.94 230.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1133E+03 EXCESS= .0000E+00 OUTFLOW= .1133E+03 BASIN STORAGE= .2258E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.41 693.89 231.34 1.03 5.00 693.06 230.00 1.03

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1050E+03 EXCESS= .0000E+00 OUTFLOW= .1050E+03 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.44 654.72 231.02 .97 5.00 653.37 230.00 .97

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9873E+02 EXCESS= .0000E+00 OUTFLOW= .9873E+02 BASIN STORAGE= .2509E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.51 582.73 231.47 .86 5.00 580.89 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8745E+02 EXCESS= .0000E+00 OUTFLOW= .8745E+02 BASIN STORAGE= .2234E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.60 504.07 232.30 .74 5.00 502.63 230.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7536E+02 EXCESS= .0000E+00 OUTFLOW= .7537E+02 BASIN STORAGE= .2154E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH63B MANE 1.69 441.17 231.74 .64 5.00 438.01 230.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .6552E+02 EXCESS= .0000E+00 OUTFLOW= .6553E+02 BASIN STORAGE= .2264E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .70 991.08 229.59 1.27 5.00 990.94 230.00 1.27

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1491E+03 EXCESS= .0000E+00 OUTFLOW= .1491E+03 BASIN STORAGE= .1320E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .71 946.82 230.24 1.21 5.00 946.81 230.00 1.21

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1421E+03 EXCESS= .0000E+00 OUTFLOW= .1421E+03 BASIN STORAGE= .1295E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .73 884.68 229.98 1.12 5.00 884.67 230.00 1.12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1323E+03 EXCESS= .0000E+00 OUTFLOW= .1323E+03 BASIN STORAGE= .1233E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .75 821.27 230.11 1.04 5.00 821.15 230.00 1.04

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1225E+03 EXCESS= .0000E+00 OUTFLOW= .1225E+03 BASIN STORAGE= .1357E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .77 773.79 230.24 .98 5.00 773.57 230.00 .98

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1151E+03 EXCESS= .0000E+00 OUTFLOW= .1151E+03 BASIN STORAGE= .1278E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .81 687.07 230.89 .86 5.00 686.86 230.00 .86

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1018E+03 EXCESS= .0000E+00 OUTFLOW= .1018E+03 BASIN STORAGE= .1367E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .86 593.70 231.03 .74 5.00 593.01 230.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8760E+02 EXCESS= .0000E+00 OUTFLOW= .8760E+02 BASIN STORAGE= .1318E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH68A MANE .91 516.68 230.61 .65 5.00 515.63 230.00 .65

CONTINUITY SUMMARY (AC-FT) - INFLOW= .7602E+02 EXCESS= .0000E+00 OUTFLOW= .7602E+02 BASIN STORAGE= .1321E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.00 1137.91 230.70 1.24 5.00 1137.07 230.00 1.24

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1684E+03 EXCESS= .0000E+00 OUTFLOW= .1684E+03 BASIN STORAGE= .6586E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.05 1084.27 232.01 1.18 5.00 1082.62 230.00 1.18

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1603E+03 EXCESS= .0000E+00 OUTFLOW= .1603E+03 BASIN STORAGE= .6124E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.14 1010.53 232.29 1.10 5.00 1008.33 230.00 1.10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1491E+03 EXCESS= .0000E+00 OUTFLOW= .1491E+03 BASIN STORAGE= .6561E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.24 935.27 233.04 1.02 5.00 932.85 230.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1377E+03 EXCESS= .0000E+00 OUTFLOW= .1377E+03 BASIN STORAGE= .6112E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.32 879.91 232.20 .95 5.00 878.13 230.00 .95

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1292E+03 EXCESS= .0000E+00 OUTFLOW= .1292E+03 BASIN STORAGE= .6216E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.48 778.37 233.39 .84 5.00 774.89 230.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1139E+03 EXCESS= .0000E+00 OUTFLOW= .1140E+03 BASIN STORAGE= .7243E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.70 668.77 233.15 .72 5.00 664.81 230.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .9764E+02 EXCESS= .0000E+00 OUTFLOW= .9766E+02 BASIN STORAGE= .6623E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCH67A MANE 3.92 577.21 235.22 .62 5.00 577.09 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .8441E+02 EXCESS= .0000E+00 OUTFLOW= .8442E+02 BASIN STORAGE= .6491E-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 1.16 1345.85 230.99 1.25 5.00 1340.35 230.00 1.25

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2063E+03 EXCESS= .0000E+00 OUTFLOW= .2063E+03 BASIN STORAGE= .2512E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.18 1280.01 232.13 1.19 5.00 1274.20 230.00 1.19

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1962E+03 EXCESS= .0000E+00 OUTFLOW= .1962E+03 BASIN STORAGE= .2284E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.22 1190.57 231.70 1.11 5.00 1185.56 235.00 1.11

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1823E+03 EXCESS= .0000E+00 OUTFLOW= .1823E+03 BASIN STORAGE= .2310E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.26 1099.36 231.70 1.02 5.00 1097.22 235.00 1.02

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1682E+03 EXCESS= .0000E+00 OUTFLOW= .1682E+03 BASIN STORAGE= .2518E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.29 1032.76 232.43 .96 5.00 1030.73 235.00 .96

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1577E+03 EXCESS= .0000E+00 OUTFLOW= .1577E+03 BASIN STORAGE= .2386E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.36 910.12 234.88 .84 5.00 910.05 235.00 .84

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1388E+03 EXCESS= .0000E+00 OUTFLOW= .1388E+03 BASIN STORAGE= .2295E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.44 778.66 235.51 .72 5.00 778.17 235.00 .72

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1187E+03 EXCESS= .0000E+00 OUTFLOW= .1187E+03 BASIN STORAGE= .2343E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCCFR04A MANE 1.53 672.49 235.81 .62 5.00 670.70 235.00 .62

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+03 EXCESS= .0000E+00 OUTFLOW= .1023E+03 BASIN STORAGE= .2577E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.26 1434.80 231.37 1.23 5.00 1426.05 230.00 1.23

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2189E+03 EXCESS= .0000E+00 OUTFLOW= .2189E+03 BASIN STORAGE= .2585E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.28 1363.14 232.29 1.17 5.00 1357.36 235.00 1.17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2081E+03 EXCESS= .0000E+00 OUTFLOW= .2081E+03 BASIN STORAGE= .2540E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.32 1265.48 232.76 1.09 5.00 1262.06 235.00 1.09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1932E+03 EXCESS= .0000E+00 OUTFLOW= .1932E+03 BASIN STORAGE= .2820E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.37 1167.10 232.29 1.00 5.00 1166.56 235.00 1.00

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1781E+03 EXCESS= .0000E+00 OUTFLOW= .1781E+03 BASIN STORAGE= .2632E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.40 1095.06 232.64 .94 5.00 1094.27 235.00 .94

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1668E+03 EXCESS= .0000E+00 OUTFLOW= .1668E+03 BASIN STORAGE= .2848E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.47 963.77 235.83 .83 5.00 962.79 235.00 .83

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1466E+03 EXCESS= .0000E+00 OUTFLOW= .1466E+03 BASIN STORAGE= .2840E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.57 821.62 235.56 .70 5.00 820.76 235.00 .71

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1250E+03 EXCESS= .0000E+00 OUTFLOW= .1250E+03 BASIN STORAGE= .2735E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03A MANE 1.67 707.94 236.84 .61 5.00 703.83 235.00 .61

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1076E+03 EXCESS= .0000E+00 OUTFLOW= .1076E+03 BASIN STORAGE= .2672E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.83 2556.62 234.57 1.28 5.00 2554.54 235.00 1.28

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4203E+03 EXCESS= .0000E+00 OUTFLOW= .4202E+03 BASIN STORAGE= .5345E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.87 2434.57 233.69 1.22 5.00 2433.08 235.00 1.22

CONTINUITY SUMMARY (AC-FT) - INFLOW= .4000E+03 EXCESS= .0000E+00 OUTFLOW= .4000E+03 BASIN STORAGE= .4974E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.92 2266.15 234.64 1.14 5.00 2265.28 235.00 1.14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3720E+03 EXCESS= .0000E+00 OUTFLOW= .3720E+03 BASIN STORAGE= .5836E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 1.98 2094.16 236.05 1.05 5.00 2093.56 235.00 1.05

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3437E+03 EXCESS= .0000E+00 OUTFLOW= .3437E+03 BASIN STORAGE= .5761E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 2.03 1967.45 235.90 .99 5.00 1965.86 235.00 .99

CONTINUITY SUMMARY (AC-FT) - INFLOW= .3226E+03 EXCESS= .0000E+00 OUTFLOW= .3226E+03 BASIN STORAGE= .5515E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 2.14 1735.63 237.30 .87 5.00 1733.11 235.00 .87

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2845E+03 EXCESS= .0000E+00 OUTFLOW= .2845E+03 BASIN STORAGE= .4679E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 2.27 1485.92 236.55 .74 5.00 1479.69 240.00 .74

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2439E+03 EXCESS= .0000E+00 OUTFLOW= .2438E+03 BASIN STORAGE= .4907E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFR03 MANE 2.41 1282.79 239.01 .64 5.00 1280.74 240.00 .64

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2108E+03 EXCESS= .0000E+00 OUTFLOW= .2108E+03 BASIN STORAGE= .5667E-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 1.34 11561.77 240.54 .17 5.00 11544.98 240.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1971E+04 EXCESS= .0000E+00 OUTFLOW= .1971E+04 BASIN STORAGE= .7765E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.37 11021.47 241.12 .16 5.00 10998.28 240.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1881E+04 EXCESS= .0000E+00 OUTFLOW= .1881E+04 BASIN STORAGE= .7081E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.41 10316.60 241.84 .15 5.00 10295.05 240.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1758E+04 EXCESS= .0000E+00 OUTFLOW= .1758E+04 BASIN STORAGE= .6204E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.45 9624.78 241.58 .14 5.00 9572.51 240.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1632E+04 EXCESS= .0000E+00 OUTFLOW= .1632E+04 BASIN STORAGE= .5191E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.48 9070.51 241.53 .13 5.00 9001.77 245.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1536E+04 EXCESS= .0000E+00 OUTFLOW= .1536E+04 BASIN STORAGE= .4469E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.55 8077.82 243.64 .12 5.00 8074.73 245.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1361E+04 EXCESS= .0000E+00 OUTFLOW= .1361E+04 BASIN STORAGE= .2919E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.64 7019.89 246.01 .10 5.00 6995.46 245.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1170E+04 EXCESS= .0000E+00 OUTFLOW= .1170E+04 BASIN STORAGE= .6963E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW33 MANE 1.74 6095.76 246.75 .09 5.00 6076.23 250.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1012E+04 EXCESS= .0000E+00 OUTFLOW= .1012E+04 BASIN STORAGE= .6548E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.88 11651.02 241.59 .17 5.00 11564.92 240.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1994E+04 EXCESS= .0000E+00 OUTFLOW= .1994E+04 BASIN STORAGE= .1303E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 2.93 11098.50 243.12 .16 5.00 11043.37 245.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1903E+04 EXCESS= .0000E+00 OUTFLOW= .1903E+04 BASIN STORAGE= .1184E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.00 10394.95 243.24 .15 5.00 10353.62 245.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1778E+04 EXCESS= .0000E+00 OUTFLOW= .1778E+04 BASIN STORAGE= .1032E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.09 9664.57 243.84 .14 5.00 9649.20 245.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1651E+04 EXCESS= .0000E+00 OUTFLOW= .1651E+04 BASIN STORAGE= .8578E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.16 9116.67 243.24 .13 5.00 9108.58 245.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1553E+04 EXCESS= .0000E+00 OUTFLOW= .1553E+04 BASIN STORAGE= .7342E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.29 8139.25 246.96 .12 5.00 8109.74 245.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1376E+04 EXCESS= .0000E+00 OUTFLOW= .1377E+04 BASIN STORAGE= .4718E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.48 7029.14 250.26 .10 5.00 7028.43 250.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1183E+04 EXCESS= .0000E+00 OUTFLOW= .1183E+04 BASIN STORAGE= .9738E-02 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW34 MANE 3.67 6115.55 253.04 .09 5.00 6111.44 250.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1023E+04 EXCESS= .0000E+00 OUTFLOW= .1023E+04 BASIN STORAGE= .1073E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.81 11764.60 245.43 .17 5.00 11740.36 245.00 .17

CONTINUITY SUMMARY (AC-FT) - INFLOW= .2025E+04 EXCESS= .0000E+00 OUTFLOW= .2025E+04 BASIN STORAGE= .2323E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 4.90 11226.93 245.05 .16 5.00 11223.29 245.00 .16

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1932E+04 EXCESS= .0000E+00 OUTFLOW= .1932E+04 BASIN STORAGE= .2113E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 10486.75 245.00 .15 5.00 10486.75 245.00 .15

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1805E+04 EXCESS= .0000E+00 OUTFLOW= .1805E+04 BASIN STORAGE= .1844E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 9760.39 250.00 .14 5.00 9760.39 250.00 .14

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1675E+04 EXCESS= .0000E+00 OUTFLOW= .1675E+04 BASIN STORAGE= .1535E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 9223.08 250.00 .13 5.00 9223.08 250.00 .13

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1576E+04 EXCESS= .0000E+00 OUTFLOW= .1576E+04 BASIN STORAGE= .1315E+00 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 8225.44 250.00 .12 5.00 8225.44 250.00 .12

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1396E+04 EXCESS= .0000E+00 OUTFLOW= .1396E+04 BASIN STORAGE= .8487E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 7104.82 255.00 .10 5.00 7104.82 255.00 .10

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1200E+04 EXCESS= .0000E+00 OUTFLOW= .1200E+04 BASIN STORAGE= .1926E-01 PERCENT ERROR= .0

FOR PLAN = 1 RATIO= .00

RCFW36 MANE 5.00 6173.27 255.00 .09 5.00 6173.27 255.00 .09

CONTINUITY SUMMARY (AC-FT) - INFLOW= .1037E+04 EXCESS= .0000E+00 OUTFLOW= .1037E+04 BASIN STORAGE= .2357E-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 ***