*DIAGRAM

*FREE

ID BOULDER HIGHWAY SAHARA AVENUE - INTERSTATE 15 TO BOULDER HIGHWAY

ID DRAFT FEASIBILITY / ALTERNATIVES ANALYSIS

ID PREPARED FOR CITY OF LAS VEGAS

ID INPUT FILE NAME = FLAM5B.DAT INPUT FILE DATE = JULY 2010

ID HYDROLOGIC DATA BASED ON THE 2008 MASTER PLAN UPDATE:

ID

ID CLARK COUNTY REGIONAL FLOOD CONTROL DISTRICT 2008 MASTER PLAN UPDATE

ID FLAMINGO / TROPICANA WASHES WATERSHED

ID RECOMMENDED DRAINAGE SYSTEM WITH ULTIMATE DEVELOPMENT

ID INPUT FILE = FLAM5B.DAT

ID INPUT FILE DATE = JUNE 2008

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

ID STORM DISTRIBUTION = SDN5

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

ID MODELED BY PARSONS BRINCKERHOFF

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

ID FACILITIES UPSTREAM OF AND INCLUDING TROPICANA DETENTION BASIN

ID USACE INFLOW HYDROGRAPH INPUT FOR TROPICANA DETENTION BASIN TO MODEL

ID WATERSHED DOWNSTREAM OF TROPICANA DETENTION BASIN

ID USACOE SUBBASINS LU CARDS HAVE BEEN REPLACED BY LS CARDS IN THIS MODEL

ID TO COMPLY WITH CCRFCD HYDROLOGIC CRITERIA

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

ID ALL USACE DETENTION AND DEBRIS BASINS UPSTREAM OF TROPICANA DB

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

ID

ID JR CARDS CONTAIN DARFS BASED ON THE FOLLOWING VALUES:

ID

ID AREA (SQUARE MILES) DARF

ID

ID 12 - 16 0.832

ID 16 - 20 0.804

ID 20 - 30 0.765

ID 30 - 40 0.725

ID 40 - 50 0.695

ID 50 - 100 0.64

ID 100 - 150 0.58

ID 150 - 200 0.53

ID

IT 5 0 0 300

IO 5 0 0

IN 5 0 0

JR PREC 0.832 0.804 0.765 0.725 0.695 0.64 0.58 0.53

*

KK RR1

BA 4.225

PB 4.16

PC 0 0.02 0.059 0.08 0.11 0.144 0.15 0.16 0.168 0.171

PC 0.18 0.182 0.187 0.19 0.197 0.202 0.21 0.22 0.23 0.241

PC 0.25 0.259 0.265 0.28 0.29 0.3 0.305 0.309 0.31 0.317

PC 0.321 0.327 0.333 0.346 0.361 0.381 0.408 0.43 0.477 0.514

PC 0.561 0.63 0.71 0.72 0.731 0.752 0.779 0.79 0.795 0.804

PC 0.81 0.82 0.826 0.84 0.859 0.889 0.91 0.938 0.966 0.97

PC 0.974 0.979 0.981 0.983 0.985 0.989 0.99 0.992 0.993 0.996

PC 0.997 0.999 1

LS 0 86.2

UD 0.443

*

KK RR2

BA 3.547

PB 4.18

LS 0 87.3

UD 0.545

*

KK RRR2

KM MUSKINGUM ROUTING UNSTABLE - USED MUSKINGUM-CUNGE

KM NATURAL WASH

RD 1700 0.076 0.04 0 TRAP 100 2

*

KK CRR2

KM COMBINE RR1 AND RR2

HC 2

*

KK RCRR2

KM ROUTE CRR2 THROUGH RR3 TO CRR3

KM NATURAL WASH

KM TRAVEL LENGTH = 15,850

KM SLOPE = 4.3%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 16.2

RM 3 0.272 0.15

*

KK RR5

BA 7.132

PB 3.91

LS 0 88.3

UD 0.615

*

KK R-RR5

KM ROUTE RR5 THROUGH RR3 TO CRR3

KM NATURAL WASH

KM TRAVEL LENGTH = 10,700

KM SLOPE = 3.7%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 15.0

RM 2 0.198 0.15

*

KK RR3

BA 14.983

PB 3.82

LS 0 87.9

UD 0.761

*

KK CRR3

KM COMBINE CRR2, RR5, AND RR3

HC 3

*

KK RCRR3

KM ROUTE CRR3 THROUGH RR10 TO CRR10

KM NATURAL WASH

KM TRAVEL LENGTH = 20,700

KM SLOPE = 2.5%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 12.3

RM 6 0.466 0.15

*

KK RR10

BA 8.775

PB 3.44

LS 0 86.7

UD 0.882

*

KK CRR10

KM COMBINE CRR3 AND RR10

HC 2

*

KK RCRR10

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

KM NATURAL WASH

KM TRAVEL LENGTH = 14,500

KM SLOPE = 2.1%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 11.3

RM 4 0.356 0.15

*

KK RR12A

BA 5.821

PB 3.53

LS 0 88.1

UD 0.728

*

KK R-RR12A

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

KM NATURAL WASH

KM TRAVEL LENGTH = 12,000

KM SLOPE = 2.6%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 12.6

RM 3 0.265 0.15

*

KK 104A

BA 3.391

PB 3.34

LS 0 84.3

UD 0.801

*

KK C104A

KM COMBINE CRR10, RR12A, AND 104A

HC 3

*

KK RD1

BA 0.386

PB 3.51

LS 0 88.8

UD 0.190

*

KK R-RD1

KM ROUTE RD1 THROUGH RD2 TO CRD2

KM FUTURE CONCRETE CHANNEL

RD 5100 0.061 0.015 0 TRAP 12 2

*

KK RD2

BA 0.522

PB 3.42

LS 0 91.3

UD 0.166

*

KK CRD2

KM COMBINE RD1 AND RD2

HC 2

*

KK RCRD2

KM ROUTE CRD2 TO CRD3 (RED ROCK DETENTION BASIN)

KM FUTURE CONCRETE CHANNEL

RD 4600 0.05 0.015 0 TRAP 12 2

*

KK RD3

BA 0.330

PB 3.36

LS 0 89.5

UD 0.170

*

KK CRD3

KM COMBINE CRD2 AND RD3

HC 2

*

KK RR14A

BA 4.601

PB 3.75

LS 0 87.9

UD 0.725

*

KK R-RR14A

KM ROUTE RR14A THROUGH RD4 TO CRD4

KM FUTURE CONCRETE CHANNEL

RD 5500 0.071 0.015 0 TRAP 12 2

*

KK RD4

BA 0.411

PB 3.49

LS 0 86.3

UD 0.174

*

KK CRD4

KM COMBINE RR14A AND RD4

HC 2

*

KK RCRD4

KM ROUTE CRD4 THROUGH RD5 TO CRD5

KM FUTURE CONCRETE CHANNEL

RD 4550 0.067 0.015 0 TRAP 20 2

*

KK RD5

BA 0.370

PB 3.42

LS 0 88.6

UD 0.158

*

KK CRD5

KM COMBINE CRD4 AND RD5

HC 2

*

KK RCRD5

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

KM FUTURE CONCRETE CHANNEL

RD 5600 0.047 0.015 0 TRAP 20 2

*

KK RD6

BA 0.250

PB 3.36

LS 0 90.2

UD 0.160

*

KK CRD6

KM COMBINE CRD5 AND RD6

HC 2

*

KK INRR

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

KO 3

HC 3

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

KK RRDB

KM RED ROCK DETENTION BASIN

KM TAKEN FROM THE CORP MODELS FOR RED ROCK DETENTION BASIN

KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

KM FACILITY ID-MILE = RRWA 0716

KM STORAGE VOLUME = 2007 ACRE-FEET

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

KM 100-YR DISCHARGE = 182 CFS

KM SPILLWAY LENGTH = 600 FT

KM AUXILLARY OGEE SPILLWAY LENGTH = 323 FT

KM SPILLWAY CREST ELEVATION = 3212.5 FT NGVD

KM PMF DISCHARGE = 110,000 CFS

KM TOP OF DAM ELEVATION = 3225 FT NGVD

KO 3

RS 1 STOR -1

SV 0 9.00 107.00 231.00 372.00 529.00 705.00 903.00 1125.00 1376.00

SV 1659.00 1974.00 2007.00 2115.00 2331.00 2690.00 2933.00

SQ 0 10 57 80 99 114 128 140 151 162

SQ 171 181 182 8654 33270 110918 163477

SE 3161 3162 3167 3172 3177 3182 3187 3192 3197 3202

SE 3207 3212 3212.5 3214 3217 3222 3225

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

KK *DOUTRR

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-RROUT

DI 0 182 3000 5000 10000

DQ 0 0 2818 4818 9818

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK ROUTRR

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

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0714, 0709, 0701

KM LINING = RCP

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

RD 570 0.005 0.013 0 CIRC 5

RD 880 0.008 0.040 0 TRAP 10 2

*

KK R3A

BA 0.186

PB 3.28

LS 0 85.5

UD 0.108

*

KK CR3A

KM COMBINE OUTFLOW FROM RED ROCK DETENTION BASIN WITH R3A

HC 2

*

KK RCR3A

KM ROUTE CR3A THROUGH UFR1 TO CUFR1

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0608, 0607

KM LINING = RCP

RD 5380 0.020 0.013 0 CIRC 8

*

KK UFR1

BA 0.531

PB 3.25

LS 0 87.6

UD 0.531

*

KK CUFR1

KM COMBINE CR3A AND UFR1

HC 2

*

KK RCUFR1

KM ROUTE CUFR1 TO CUFR2

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0606, 0581

KM LINING = RCB

RD 1490 0.006 0.015 0 TRAP 13 0

*

KK RCUFR1A

KM ROUTE RCUFR1 TO CUFR2

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0541

KM LINING = CONCRETE

RD 2120 0.007 0.015 0 TRAP 10 2

*

KK UFR2

BA 0.346

PB 3.24

LS 0 71.2

UD 0.408

*

KK CUFR2

KM COMBINE CUFR1 AND UFR2

HC 2

*

KK RCUFR2

KM ROUTE CUFR2 TO CUFR3 IN RED ROCK CHANNEL

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0534, 0502, AND 0500

KM LINING = CONCRETE CH

RD 2200 0.021 0.015 0 TRAP 10 2

*

KK R3B

BA 0.201

PB 3.26

LS 0 86.9

UD 0.055

*

KK R-R3B

KM ROUTE R3B THROUGH UFR3 TO CUFR3

KM RED ROCK COUNTRY CLUB GOLF COURSE

KM LINING = GRASS

RD 6100 0.021 0.03 0 TRAP 20 3

*

KK R4A

BA 0.112

PB 3.26

LS 0 86.9

UD 0.094

*

KK R-R4A

KM ROUTE R4A THROUGH UFR3 TO CUFR3

KM RED ROCK COUNTRY CLUB GOLF COURSE

KM LINING = GRASS

RD 5250 0.031 0.03 0 TRAP 20 3

*

KK UFR3

BA 0.375

PB 3.23

LS 0 82.0

UD 0.357

*

KK CUFR3N

KM COMBINE CUFR2, R3B, R4A, AND UFR3

HC 4

*

KK R4B

BA 0.197

PB 3.26

LS 0 87.0

UD 0.091

*

KK R-R4B

KM ROUTE R4B THROUGH UFR4 TO CUFR4

KM RED ROCK COUNTRY CLUB GOLF COURSE

KM LINING = GRASS

RD 3950 0.042 0.03 0 TRAP 20 3

*

KK UFR4

BA 0.240

PB 3.23

LS 0 85.1

UD 0.240

*

KK CUFR4

KM COMBINE R4B AND UFR4

KM FLAMINGO AND DESERT INN

HC 2

*

KK RCUFR4

KM ROUTE CUFR4 TO CUFR3

KM DESERT INN ROAD

KM LINING = RCB

RD 1650 0.019 0.015 0 TRAP 9 0

*

KK CUFR3

KM COMBINE CUFR3N AND CUFR4

HC 2

*

KK RCUFR3

KM ROUTE CUFR3 TO CUFR8

KM FACILITY = RED ROCK CHANNEL

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

KM LINING = CONCRETE

RD 3850 0.024 0.015 0 TRAP 10 2

*

KK R4D

BA 5.449

PB 3.3

LS 0 86.5

UD 0.644

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

KK R4DB

KM R4 DETENTION BASIN

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

KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

KM FACILITY ID-MILE = RRR4 0160

KM STORAGE VOLUME = 362 ACRE-FEET

KM OUTLET = 30"H x 72"W RCB

KM 100-YR DISCHARGE = 370 CFS

KM SPILLWAY LENGTH = 835 FT

KM SPILLWAY CREST ELEVATION = 3074.79 FT NAVD

KM PMF DISCHARGE = 31,000 CFS

KM TOP OF DAM ELEVATION = 3083.98 FT NAVD

KO 3

RS 1 STOR -1

SV 0 7.1 14.1 21.2 28.2 38.3 53.1 68.9 89.2 112.3

SV 137.7 164.5 194.6 227.0 266.6 304.0 347.5 364.8 389.1 448.0

SQ 0.0 4.0 10.6 141.3 173.0 197.8 220.0 241.9 257.8 276.9

SQ 292.4 307.9 324.2 337.3 351.4 363.0 376.1 381.4 2683.9 10111.3

SE 3047.9 3049.5 3051.1 3052.8 3054.4 3056.1 3057.7 3059.4 3061.0 3062.6

SE 3064.33 3065.9 3067.6 3069.2 3070.8 3072.5 3074.1 3074.8 3075.8 3077.4

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

*

KK *DOUTR4

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-R4OUT

DI 0 370 3000 5000 10000

DQ 0 0 2630 4630 9630

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK R-R4D

KM ROUTE R4D TO CUFR5

KM FACILITY = R4 CHANNEL

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

KM LINING = CONCRETE

RD 6080 0.025 0.015 0 TRAP 8 0

*

KK UFR5

BA 0.443

PB 3.21

LS 0 84.7

UD 0.287

*

KK CUFR5

KM COMBINE R4D AND UFR5

HC 2

*

KK RCUFR5

KM ROUTE CUFR5 TO CUFR8

KM FACILITY = R4 CHANNEL

KM FACILITY # = RRR4 0008, 0007, AND 0000

KM LINING = CONCRETE

RD 2550 0.029 0.015 0 TRAP 16 0

*

KK R4C

BA 0.712

PB 3.27

LS 0 87.0

UD 0.277

*

KK R-R4C

KM ROUTE R4C THROUGH UFR6 TO CUFR8W

KM SUMMERLIN VILLAGE 18 GOLF COURSE

KM LINING = GRASS

RD 7800 0.032 0.03 0 TRAP 20 3

*

KK UFR6

BA 0.472

PB 3.2

LS 0 85.2

UD 0.324

*

KK CUFR8W

KM COMBINE CUFR5, R4C, AND UFR6

HC 3

*

KK UFR7

BA 0.523

PB 3.19

LS 0 71.9

UD 0.431

*

KK RUFR7

KM ROUTE UFR7 THROUGH UFR8 TO CUFR8

KM TOWN CENTER DRIVE

KM LINING = RCP

RD 3400 0.011 0.013 0 CIRC 7

*

KK UFR8

BA 0.268

PB 3.17

LS 0 83.7

UD 0.382

*

KK CUFR8E

KM COMBINE UFR7 AND UFR8

HC 2

*

KK CUFR8

KM COMBINE CUFR3, CUFR8W, AND CUFR8E

KM TOWN CENTER AND THE BELTWAY

HC 3

*

KK RCUFR8

KM ROUTE CUFR8 TO CUFR13

KM FACILITY = RED ROCK CHANNEL

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

KM LINING = CONCRETE

RD 3530 0.021 0.015 0 TRAP 18 0

*

KK UFR9

BA 0.373

PB 3.18

LS 0 90.3

UD 0.470

*

KK RUFR9

KM ROUTE UFR9 THROUGH UFR10 TO CUFR10

KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

KM FACILITY # = RRHU 0129

KM LINING = RCB

RD 2600 0.016 0.015 0 TRAP 7 0

*

KK UFR10

BA 0.447

PB 3.16

LS 0 88.8

UD 0.422

*

KK CUFR10

KM COMBINE UFR9 AND UFR10

HC 2

*

KK RCUFR10

KM ROUTE CUFR10 TO CUFR11

KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

KM FACILITY # = RRHU 0079

KM LINING = RCB

RD 2650 0.019 0.015 0 TRAP 8 0

*

KK UFR11

BA 0.274

PB 3.14

LS 0 77.3

UD 0.294

*

KK CUFR11

KM COMBINE CUFR10 AND UFR11

KM DESERT INN AND HUALAPAI

HC 2

*

KK RCUFR11

KM ROUTE CUFR11 TO CUFR13

KM FACILITY = RED ROCK - HUALAPAI COLLECTOR

KM FACILITY # = RRHU 0025, 0015, AND 0000

KM LINING = RCB

RD 4250 0.013 0.015 0 TRAP 11 0

*

KK UFR12

BA 0.423

PB 3.14

LS 0 74.8

UD 0.385

*

KK CUFR13N

KM COMBINE CUFR11 AND UFR12

KM HUALAPAI AND THE BELTWAY

HC 2

*

KK UFR13

BA 0.472

PB 3.17

LS 0 94.4

UD 0.372

*

KK CUFR13

KM COMBINE CUFR8, CUFR13N, AND UFR13

HC 3

*

KK RCUFR13

KM ROUTE CUFR13 TO CUFR14

KM FACILITY = RED ROCK CHANNEL

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

KM LINING = CONCRETE/RCB

RD 7000 0.02 0.015 0 TRAP 23 0

*

KK UFR14

BA 0.369

PB 3.03

LS 0 88.8

UD 0.438

*

KK CUFR14

KM COMBINE CUFR13 AND UFR14

HC 2

*

KK RCUFR14

KM ROUTE CUFR14 TO CUFR20

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0205

KM LINING = CONCRETE

RD 1000 0.018 0.015 0 TRAP 23 0

*

KK UFR15

BA 0.460

PB 3.21

LS 0 86.1

UD 0.368

*

KK RUFR15

KM ROUTE UFR15 THROUGH UFR17 TO CUFR17

KM SUMMERLIN VILLAGE 15 GOLF COURSE

KM LINING = GRASS

RD 5200 0.022 0.03 0 TRAP 20 3

*

KK UFR17

BA 0.231

PB 3.15

LS 0 85.5

UD 0.280

*

KK CUFR17

KM COMBINE UFR15 AND UFR17

HC 2

*

KK RCUFR17

KM ROUTE CUFR17 THROUGH UFR19C TO CUFR19C

KM FACILITY = RED ROCK - NAPLES - NORTH BRANCH

KM FACILITY # = RRNN 0022, 0021, AND 0000

KM LINING = RCB

RD 2600 0.015 0.015 0 TRAP 10 0

*

KK R4E

BA 0.811

PB 3.26

LS 0 87.3

UD 0.240

*

KK R-R4E

KM ROUTE R4E THROUGH UFR16 TO CUFR16

KM SUMMERLIN VILLAGE 17 GOLF COURSE

KM LINING = GRASS

RD 7900 0.029 0.03 0 TRAP 20 3

*

KK UFR16

BA 0.407

PB 3.2

LS 0 92.3

UD 0.314

*

KK CUFR16

KM COMBINE R4E AND UFR16

HC 2

*

KK RCUFR16

KM ROUTE CUFR16 THROUGH UFR19A TO CUFR19A

KM SUMMERLIN VILLAGE 15 GOLF COURSE

KM LINING = GRASS

RD 2550 0.026 0.03 0 TRAP 20 3

*

KK UFR18

BA 0.368

PB 3.18

LS 0 92.0

UD 0.189

*

KK RUFR18

KM ROUTE UFR18 THROUGH UFR19A TO CUFR19A

KM SUMMERLIN VILLAGE 15 GOLF COURSE

KM LINING = GRASS

RD 2050 0.027 0.03 0 TRAP 20 3

*

KK UFR19A

BA 0.165

PB 3.16

LS 0 85.1

UD 0.174

*

KK CUFR19A

KM COMBINE CUFR16, UFR18, AND UFR19A

HC 3

*

KK RCUFR19A

KM ROUTE CUFR19A THROUGH UFR19C TO CUFR19B

KM SUMMERLIN VILLAGE 15 GOLF COURSE

KM LINING = GRASS

RD 1650 0.024 0.03 0 TRAP 20 3

*

KK UFR19C

BA 0.307

PB 3.15

LS 0 87.6

UD 0.327

*

KK CUFR19BW

KM COMBINE CUFR19A AND UFR19C

HC 2

*

KK UFR19B

BA 0.193

PB 3.15

LS 0 87.5

UD 0.226

*

KK RUFR19B

KM ROUTE UFR19B THROUGH UFR19C TO CUFR19B

KM HUALAPAI WAY - FUTURE FACILITY FURTHER SOUTH

KM LINING = ASSUMED 60" RCP

RD 1200 0.007 0.013 0 CIRC 5

*

KK CUFR19B

KM COMBINE CUFR19BW AND UFR19B

HC 2

*

KK RCUFR19B

KM ROUTE CUFR19B THROUGH UFR19C TO CUFR19C

KM FACILITY = RED ROCK - NAPLES - SOUTH BRANCH

KM FACILITY # = RRNS 0010 AND 0000

KM LINING = RCB

RD 1000 0.011 0.015 0 TRAP 14 0

*

KK CUFR19C

KM COMBINE CUFR17 AND CUFR19B

HC 2

*

KK RCUFR19C

KM ROUTE CUFR19C THROUGH UFR20 TO CUFR20

KM FACILITY = RED ROCK - NAPLES BRANCH

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

KM LINING = CONCRETE

RD 5500 0.022 0.015 0 TRAP 16 0

*

KK UFR20

BA 0.379

PB 3.04

LS 0 91.6

UD 0.388

*

KK CUFR20W

KM COMBINE CUFR19C AND UFR20

HC 2

*

KK CUFR20

KM COMBINE CUFR14 AND CUFR20W

HC 2

*

KK RCUFR20

KM ROUTE CUFR20 TO CUFR24

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0165

KM LINING = CONCRETE

RD 950 0.014 0.015 0 TRAP 23 0

*

KK UFR21

BA 0.514

PB 3.02

LS 0 78.9

UD 0.398

*

KK RUFR21

KM ROUTE UFR21 THROUGH UFR22 TO CUFR22

KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

KM FACILITY # = RRFA 0143, 0130

KM LINING = RCP

RD 2020 0.02 0.013 0 CIRC 5

*

KK UFR22

BA 0.257

PB 3.02

LS 0 74.6

UD 0.359

*

KK CUFR22

KM COMBINE UFR21 AND UFR22

HC 2

*

KK RCUFR22

KM ROUTE CUFR22 THROUGH UFR23 TO CUFR23

KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

KM FACILITY # = RRFA 0105, 0094, 0069

KM LINING = RCP 6.5' AND 7.0'

KM LINING = RCB 12' X 6'

RD 1850 0.008 0.013 0 CIRC 7

RD 1360 0.021 0.015 0 TRAP 12 0

*

KK UFR23

BA 0.302

PB 2.97

LS 0 79.5

UD 0.559

*

KK CUFR23

KM COMBINE CUFR22 AND UFR23

HC 2

*

KK RCUFR23

KM ROUTE CUFR23 TO CUFR24

KM FACILITY = RED ROCK - FORT APACHE COLLECTOR

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

KM LINING = RCB

RD 3290 0.016 0.015 0 TRAP 12 0

*

KK UFR24

BA 0.296

PB 3.02

LS 0 92.2

UD 0.331

*

KK CUFR24

KM COMBINE CUFR20, CUFR23, AND UFR24

HC 3

*

KK RCUFR24

KM ROUTE CUFR24 TO CUFR25

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0149, 0137, AND 0123

KM LINING = CONCRETE/RCB

RD 2210 0.007 0.015 0 TRAP 23 0

*

KK UFR25

BA 0.333

PB 3.01

LS 0 93.6

UD 0.347

*

KK CUFR25

KM COMBINE CUFR24 AND UFR25

HC 2

*

KK RCUFR25

KM ROUTE CUFR25 TO CUFR26

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0061

KM LINING = CONCRETE

RD 2650 0.009 0.015 0 TRAP 23 0

*

KK UFR26

BA 0.158

PB 2.91

LS 0 96.5

UD 0.212

*

KK CUFR26

KM COMBINE CUFR25 AND UFR26

HC 2

*

KK RCUFR26

KM ROUTE CUFR26 TO CUFS5C

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0051 AND 0041

KM LINING = RCB/CONCRETE

RD 1850 0.011 0.015 0 TRAP 23 0

*

KK F2

BA 1.254

PB 3.21

LS 0 88.0

UD 0.565

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

KK F2DB

KM F2 DEBRIS BASIN

KM FACILITY ID-MILE = FLF2 0137

KM STORAGE VOLUME = 4.5 ACRE-FEET

KO 3

RS 1 STOR -1

SV 0 22.953 28.444 34.637 40.82 48.496

SQ 0 39.24 579.62 1499.97 2605.68 5628.27

SE 2785.43 2802 2804 2806 2808 2810

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

*

KK *DOUTF2

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-F2OUT

DI 0 1600 2000 5000

DQ 0 0 400 3400

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RF2

KM ROUTE OUTFLOW FROM F2DB TO CUFS1 IN F2 CHANNEL

KM FACILITY = F2 CHANNEL

KM FACILITY # = FLF2 0057

KM LINING = CONCRETE

RD 1800 0.040 0.015 0 TRAP 10 0

*

KK UFS1

BA 0.464

PB 3.18

LS 0 91.4

UD 0.200

*

KK CUFS1

KM COMBINE F2 AND UFS1

HC 2

*

KK RUFS1

KM ROUTE CUFS1 TO CUFS2

KM FACILITY = F2 CHANNEL

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

KM LINING = CONCRETE

RD 1620 0.020 0.015 0 TRAP 13 0

*

KK UFS2

BA 0.244

PB 3.17

LS 0 91.0

UD 0.257

*

KK CUFS2

KM COMBINE CUFS1 AND UFS2

HC 2

*

KK F1A

BA 1.707

PB 3.27

LS 0 87.1

UD 0.497

*

KK RF1A

KM ROUTE F1A THROUGH UFS3 TO CUFS3

KM FUTURE CONCRETE

RD 5500 0.026 0.015 0 TRAP 12 2

*

KK F1B

BA 2.576

PB 3.25

LS 0 87.4

UD 0.581

*

KK RF1B

KM ROUTE F1B THROUGH UFS3 TO CUFS3

KM FUTURE CONCRETE

RD 4400 0.022 0.015 0 TRAP 12 2

*

KK UFS3

BA 0.436

PB 3.21

LS 0 92.1

UD 0.185

*

KK CUFS3

KM COMBINE F1A, F1B, AND UFS3

KM INFLOW TO F1 DEBRIS BASIN

KO 3

HC 3

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

KK F1DB

KM F1 DEBRIS BASIN

KM FACILITY ID-MILE = FLF1 0304

KM STORAGE VOLUME = 17 ACRE-FEET

KO 3

RS 1 STOR -1

SV 0 72.33 88.75 106.42 126.14 147.68 172.42

SQ 0 716.03 2180.91 3846.7 5889.22 12584.38 21547.60

SE 2893.70 2918 2920 2922 2924 2926 2928

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

*

KK *DOUTF1

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-F1OUT

DI 0 3100 3500 5000

DQ 0 0 400 1900

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RCUFS3

KM ROUTE OUTFLOW FROM F1 DEBRIS BASIN TO CUFS4

KM ROUTE CUFS3 TO CUFS4

KM FACILITY = F1 CHANNEL

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

KM LINING = CONCRETE

RD 3940 0.025 0.015 0 TRAP 13 0

*

KK USF3A

BA 0.094

PB 3.19

LS 0 92.1

UD 0.109

*

KK UFS4

BA 0.327

PB 3.16

LS 0 90.1

UD 0.323

*

KK CUFS4

KM COMBINE F1DB, CUFS3A, AND UFS4

HC 3

*

KK CF1F2

KM COMBINE CUFS2 AND CUFS4

KM TOTAL FLOW TO F1 AND F2 CHANNEL CONFLUENCE

HC 2

*

KK RCF1F2

KM ROUTE CF1F2 TO CUFS5B

KM FACILITY = F1 CHANNEL

KM FACILITY # = FLF1 0120, 0118, AND 0069

KM LINING = CONCRETE

RD 3000 0.02 0.015 0 TRAP 17 0

*

KK UFS5A

BA 0.388

PB 3.06

LS 0 90.5

UD 0.335

*

KK RUFS5A

KM ROUTE UFS5A TO CUFS5B

KM FACILITY = FLAMINGO HACIENDA

KM FACILITY # = F1FA 0004, 0000

KM LINING = CONCRETE

RD 2020 0.004 0.015 0 TRAP 10 0

*

KK UFS5B

BA 0.265

PB 3.07

LS 0 90.2

UD 0.315

*

KK CUFS5BN

KM COMBINE UFS5A AND UFS5B

HC 2

*

KK CUFS5B

KM COMBINE CF1F2 AND CUFS5B

HC 2

*

KK RCUFS5B

KM ROUTE CUFS5B TO CUFS5C

KM FACILITY = F1 CHANNEL

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

KM LINING = CONCRETE/RCB

RD 3560 0.023 0.015 0 TRAP 13 0

*

KK UFS5C

BA 0.119

PB 2.91

LS 0 95.9

UD 0.194

*

KK CUFS5CW

KM COMBINE CUFS5B AND UFS5C

HC 2

*

KK CUFS5C

KM COMBINE CUFR26 AND CUFS5CW

HC 2

*

KK UFS6

BA 0.547

PB 3.09

LS 0 90.4

UD 0.395

*

KK RUFS6

KM ROUTE UFS6 TO CUFS8

KM FUTURE CONCRETE CHANNEL ALONG FORT APACHE ROAD

RD 1700 0.02 0.015 0 TRAP 12 2

*

KK UFS7

BA 0.538

PB 3.12

LS 0 84.5

UD 0.196

*

KK RUFS7

KM ROUTE UFS7 TO CUFS8

KM FUTURE CONCRETE CHANNEL

RD 2200 0.029 0.015 0 TRAP 12 2

*

KK UFS8

BA 0.449

PB 3.10

LS 0 79.9

UD 0.180

*

KK CUFS8

KM COMBINE UFS6, UFS7, AND UFS8

KM INFLOW TO F4 DEBRIS BASIN

HC 3

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

KK F4DB

KM F4 DEBRIS BASIN

KM FACILITY ID-MILE = FLF4 0355

KM STORAGE VOLUME = 5.5 ACRE-FEET

KO 3

RS 1 STOR -1

SV 0 0.10 0.35 0.59 .85 1.36 2.01 2.82

SQ 0 0.03 0.098 1012.2 2703.8 4676.5 7180.7 10241.3

SE 2759.1 2760 2762 2764 2766 2768 2770 2772

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

*

KK *DOUTF4

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-F4OUT

DI 0 1600 2000 5000

DQ 0 0 400 3400

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK DT-F401DB

KM DIVERTED FLOW BETWEEN F4DB AND F401 BASINS FOR MODELING PURPOSES

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

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

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

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

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

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

KM TECHNICAL DRAINAGE STUDY FOR FORT APACHE TEMPORARY ACCESS ROAD,

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

KM BASIN - FUTURE DESIGN CONDITION

KM BASIN NAMED CHANGED SINCE FORT APACHE DETENTION BASIN EXISTS IN

KM NORTHERN WATERSHED

DT DT-F4DB

DI 0 100 1501 10000

DQ 0 84 1260 8400

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

KK F401DB

KM FACILITY = KB DETENTION BASIN

KM FACILITY # = F401 0003

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

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

KM OUTLET = 60" RCP W/ 50" ORIFICE

KM DESIGN DISCHARGE (INTERIM) = 1624 CFS

KM DESIGN DISCHARGE (FUTURE) = 157 CFS

KM REFERENCE DRAINAGE STUDY WAS PERFORMED BY VTN

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

KM APACHE TEMPORARY ACCESS ROAD, DATED OCTOBER 2004"

KO 3

RS 1 STOR -1

SV 0 0.37 1.36 2.66 4.1 5.72 7.55 9.6 11.89 14.51

SV 17.54 21.03 25.04 29.63 34.83 40.68 47.25

SQ 0 24 49 73 97 121 141 158 173 187

SQ 200 212 224 235 245 256 265

SE 2756 2757 2758 2759 2760 2761 2762 2763 2764 2765

SE 2766 2767 2768 2769 2770 2771 2772

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

KK DT-F4DB

KM RETRIEVE DT-F4DB

DR DT-F4DB

*

KK CF401DB

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

KM CALCULATING FLOW DIVERSION

HC 2

*

KK RCUFS8

KM ROUTE OUTFLOW FROM F401 DETENTION BASIN TO CUFS9

KM FACILITY = F4 CHANNEL

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

KM LINING = CONCRETE

RD 3111 0.02 0.015 0 TRAP 14 0

*

KK UFS9

BA 0.367

PB 3.04

LS 0 88.5

UD 0.184

*

KK CUFS9

KM COMBINE CUFS8 AND UFS9

KM F4 CHANNEL

HC 2

*

KK RCUFS9

KM ROUTE CUFS9 TO CUFS12

KM FACILITY = F4 CHANNEL

KM FACILITY # = FLF4 0136

KM LINING = CONCRETE

RD 3250 0.020 0.015 0 TRAP 14 0

*

KK UFS12

BA 0.273

PB 3.06

LS 0 90.2

UD 0.402

*

KK CUFS12

KM COMBINE CUFS9 AND UFS12

HC 2

*

KK RCUFS12

KM ROUTE CUFS12 TO CUFS13

KM FACILITY = F4 CHANNEL

KM FACILITY # = FLF4 0136, 0115, AND 0103

KM LINING = CONCRETE

RD 2280 0.020 0.015 0 TRAP 14 0

*

KK UFS13

BA 0.380

PB 3.08

LS 0 91.0

UD 0.327

*

KK F3A

BA 1.050

PB 3.17

LS 0 87.4

UD 0.291

*

KK RF3A

KM ROUTE F3A TO CUFS11

KM FUTURE CONCRETE CHANNEL ALONG HUALAPAI AND SUNSET

RD 4800 0.023 0.015 0 TRAP 12 2

*

KK UFS10

BA 0.334

PB 3.15

LS 0 91.9

UD 0.360

*

KK UFS11

BA 0.507

PB 3.13

LS 0 87.4

UD 0.204

*

KK CUFS11

KM COMBINE F3A, UFS10, AND UFS11

HC 3

*

KK RCUFS11

KM ROUTE CUFS11 TO CUFS13S

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

RD 4000 0.01 0.015 0 TRAP 60 0

*

KK CUFS13S

KM COMBINE RCUFS11 AND UFS13

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

*

KK CCUFS12

KM COMBINE CUFS13S AND RCUFS12

HC 2

*

KK RCCUFS12

KM ROUTE CCUFS12 TO CUFS15

KM FACILITY # = FLF4 0072 AND 0071

RD 1705 0.011 0.015 0 TRAP 22 0

*

KK UFS14

BA 0.426

PB 3.15

LS 0 91.8

UD 0.326

*

KK RUFS14

KM ROUTE UFS14 TO CUFS15

KM FUTURE CONCRETE CHANNEL ALONG PATRICK LANE

RD 5700 0.018 0.015 0 TRAP 12 2

*

KK UFS15

BA 0.560

PB 3.04

LS 0 92.4

UD 0.437

*

KK CUFS15W

KM COMBINE UFS14 AND UFS15

HC 2

*

KK CUFS15

KM COMBINE CUFS15W AND RCCUFS12

KM CONFLUENCE OF FACILITIES FLOQ 0000 AND FLF4

HC 2

*

KK RCUFS15

KM ROUTE CUFS15 TO CUFS18

KM FACILITY = F4 CHANNEL

KM FACILITY # = FLF4 0063, 0058, AND 0050

KM LINING = CONCRETE

RD 1080 0.001 0.015 0 TRAP 28 2

*

KK UFS16

BA 0.445

PB 2.95

LS 0 90.6

UD 0.431

*

KK RUFS16

KM ROUTE UFS16 TO CUFS18

KM BELTWAY FACILITY

KM LINING = CONCRETE

RD 4700 0.015 0.015 0 TRAP 12 2

*

KK UFS17

BA 0.338

PB 2.95

LS 0 95.5

UD 0.247

*

KK CUFS18S

KM COMBINE UFS16 AND UFS17

HC 2

*

KK UFS18

BA 0.255

PB 2.92

LS 0 96.2

UD 0.191

*

KK CUFS18

KM COMBINE CUFS15, CUFS18S AND UFS18

KM F4 CHANNEL

HC 3

*

KK RCUFS18

KM ROUTE CUFS18 TO CUFS19 IN F4 CHANNEL

KM FACILITY = F4 CHANNEL

KM FACILITY # = FLF4 0014, 0013, AND 0000

KM LINING = CONCRETE

RD 3210 0.006 0.015 0 TRAP 10 2

*

KK UFS19

BA 0.354

PB 2.87

LS 0 95.8

UD 0.382

*

KK CUFS19S

KM COMBINE CUFS18 AND UFS19

HC 2

*

KK CUFS19

KM COMBINE CUFS5C AND CUFS19S

KM RED ROCK CHANNEL

HC 2

*

KK RCUFS19

KM ROUTE CUFS19 TO CUFS21

KM FACILITY = RED ROCK CHANNEL

KM FACILITY # = RRWA 0017, 0006, AND 0005

KM LINING = CONCRETE

RD 1210 0.02 0.015 0 TRAP 28 0

*

KK UFS20

BA 0.344

PB 2.81

LS 0 96.4

UD 0.457

*

KK UFS21

BA 0.360

PB 2.83

LS 0 95.2

UD 0.411

*

KK CUFS21

KM COMBINE CUFS19, UFS20, AND UFS21

KM RED ROCK CHANNEL

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

*

KK UFS22

BA 0.255

PB 2.85

LS 0 78.1

UD 0.324

*

KK RUFS22

KM ROUTE UFS22 TO CUFS23 IN DURANGO DRIVE

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0179

KM LINING = RCP

RD 1810 0.009 0.013 0 CIRC 5

*

KK UFS23

BA 0.20

PB 2.82

LS 0 77.3

UD 0.425

*

KK CUFS23

KM COMBINE RCUS22 AND UFS23

HC 2

*

KK RCUFS23

KM ROUTE CUFS23 TO CUFS23-1 IN DURANGO DR

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0169 AND 0164

KM LINING = RCP/RCB

RD 900 0.009 0.013 0 CIRC 7

*

KK UFS23-1

BA 0.312

PB 2.87

LS 0 80.4

UD 0.418

*

KK CUFS23-1

KM COMBINE RCUFS23 AND UFS23-1

HC 2

*

KK RCUFS23-1

KM ROUTE CUFS23-1 TO CUFS24 IN DURANGO DRIVE

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0114

KM LINING = RCB

RD 2700 0.006 0.015 0 TRAP 10 0

*

KK UFS24

BA 0.516

PB 2.84

LS 0 81.3

UD 0.429

*

KK CUFS24

KM COMBINE CUFS23 AND UFS24

HC 2

*

KK RCUFS24

KM ROUTE CUFS24 TO CUFS25 IN DURANGO DRIVE

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0064

KM LINING = RCB

RD 2700 0.01 0.015 0 TRAP 12 0

*

KK UFS25

BA 0.448

PB 2.83

LS 0 80.0

UD 0.397

*

KK CUFS25

KM COMBINE CUFS24 AND UFS25

HC 2

*

KK RCUFS25

KM ROUTE CUFS25 TO CUFS26 IN DURANGO DRIVE

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0026

KM LINING = RCB

RD 2700 0.009 0.015 0 TRAP 12 0

*

KK UFS26

BA 0.211

PB 2.8

LS 0 75.6

UD 0.260

*

KK CUFS26

KM COMBINE CUFS25 AND UFS26

HC 2

*

KK RCUFS26

KM ROUTE CUFS26 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

KM FACILITY = DURANGO COLLECTOR

KM FACILITY # = FLDR 0000

KM LINING = RCB

RD 1600 0.007 0.015 0 TRAP 12 0

*

KK UFS27

BA 0.375

PB 2.77

LS 0 96.6

UD 0.361

*

KK RUFS27

KM ROUTE UFS27 TO CUFS28 (UPPER FLAMINGO DETENTION BASIN)

KM FACILITY = FLAMINGO - CIMMARON BRANCH

KM FACILITY # = FLCM 0000

KM LINING = RCP

RD 4450 0.013 0.013 0 CIRC 6.5

*

KK UFS28

BA 0.488

PB 2.77

LS 0 85.5

UD 0.426

*

KK CUFS28

KM COMBINE CUFS21, CUFS26, UFS27 AND UFS28

KM INFLOW TO UPPER FLAMINGO DETENTION BASIN

KO 3

HC 4

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

KK UPFLDB

KM UPPER FLAMINGO DETENTION BASIN

KM SSD REVISED FOR 2008 MPU PER USACE EXPANSION

KM 100YR COMPUTED PROBABILITY DETENTION DESIGN

KM FACILITY ID-MILE = FLWA 1444

KM STORAGE VOLUME = 1340 ACRE-FEET

KM OUTLET = 3.5'H x 3.5'W RCB

KM 100-YR DISCHARGE = 290 CFS

KM SPILLWAY LENGTH = 884' (LABYRINTH SPILLWAY)

KM SPILLWAY CREST ELEVATION = 2470.5 FT NGVD

KM PMF DISCHARGE = 66,000 CFS

KM TOP OF DAM ELEVATION = 2480 FT NGVD

KO 3

RS 1 STOR -1

SV 0 12 34 83 171 306 493 715 955 1204

SV 1460 1723 1791 1858 1993 2132 2270 2553 2843 3142

SQ 0 88 122 147 169 189 206 223 238 252

SQ 265 278 281 2289 6490 12596 20102 37414 55624 71035

SE 2446 2450 2452 2454 2456 2458 2460 2462 2464 2466

SE 2468 2470 2470.5 2471 2472 2473 2474 2476 2478 2480

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

*

KK *DOUTUF

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-UFOUT

DI 0 290 2000 5000 10000

DQ 0 0 1710 4710 9710

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RUPFLDB

KM ROUTE OUTFLOW FROM UPPER FLAMINGO DETENTION BASIN TO CTD3

KM FACILITY = FLAMINGO WASH

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

KM LINING = GABION RIPRAP

RD 3350 0.010 0.025 0 TRAP 20 2

*

KK TD1

BA 0.439

PB 2.77

LS 0 92.6

UD 0.402

*

KK RTD1

KM ROUTE TD1 TO CTD2

KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

KM FACILITY # = FLSB 0104 AND 0053

KM LINING = RCB

RD 2600 0.014 0.015 0 TRAP 9 0

*

KK TD2

BA 0.281

PB 2.77

LS 0 90.9

UD 0.346

*

KK CTD2

KM COMBINE TD1 AND TD2

HC 2

*

KK RCTD2

KM ROUTE CTD2 TO CTD3

KM FACILITY = FLAMINGO DIVERSION - SOUTH BRANCH

KM FACILITY # = FLSB 0010 AND 0000

KM LINING = RCB

RD 2650 0.014 0.015 0 TRAP 9 0

*

KK TD3

BA 0.295

PB 2.77

LS 0 81.5

UD 0.353

*

KK CTD3S

KM COMBINE CTD2 AND TD3

HC 2

*

KK CTD3

KM COMBINE UPFLDB AND CTD3S

HC 2

*

KK RCTD3

KM ROUTE CTD3 TO CTD7

KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

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

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

KM LINING = CONCRETE

RD 6185 0.007 0.015 0 TRAP 20 0

*

KK TD7

BA 0.296

PB 2.77

LS 0 91.5

UD 0.562

*

KK CTD7W

KM COMBINE CTD3 AND TD7

HC 2

*

KK TD4

BA 0.263

PB 2.77

LS 0 95.9

UD 0.365

*

KK RTD4

KM ROUTE TD4 TO CTD5

KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

KM FACILITY # = FLRB 0062

KM LINING = RCP

RD 2650 0.011 0.013 0 CIRC 8

*

KK TD5

BA 0.518

PB 2.77

LS 0 95.6

UD 0.447

*

KK CTD5

KM COMBINE TD4 AND TD5

HC 2

*

KK RCTD5

KM ROUTE CTD5 TO CTD6

KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

KM FACILITY # = FLRB 0050

KM LINING = CONCRETE

RD 2650 0.01 0.015 0 TRAP 12 2

*

KK TD6

BA 0.512

PB 2.77

LS 0 91.3

UD 0.454

*

KK CTD6

KM COMBINE CTD5 AND TD6

HC 2

*

KK RCTD6

KM ROUTE CTD6 TO CTD7

KM FACILITY = FLAMINGO DIVERSION - RAINBOW BRANCH

KM FACILITY # = FLRB 0000

KM LINING = CONCRETE

RD 650 0.006 0.015 0 TRAP 12 2

*

KK CTD7

KM COMBINE CTD6 AND CTD7W

HC 2

*

KK RCTD7

KM ROUTE CTD7 TO CTD11

KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

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

KM LINING = CONCRETE

RD 5540 0.013 0.015 0 TRAP 20 0

*

KK TD8

BA 0.288

PB 2.77

LS 0 96.0

UD 0.377

*

KK RTD8

KM ROUTE TD8 TO CTD9 IN JONES BLVD

KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

KM FACILITY # = FLJO 0076

KM LINING = RCP

RD 2650 0.008 0.013 0 CIRC 8

*

KK TD9

BA 0.504

PB 2.77

LS 0 89.5

UD 0.433

*

KK CTD9

KM COMBINE TD8 AND TD9

HC 2

*

KK RCTD9

KM ROUTE CTD9 TO CTD10 IN JONES BLVD

KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

KM FACILITY # = FLJO 0076 AND 0000

KM LINING = RCP/RCB

RD 2000 0.008 0.015 0 TRAP 12

*

KK TD10

BA 0.371

PB 2.77

LS 0 88.3

UD 0.414

*

KK CTD10

KM COMBINE CTD9 AND TD10

HC 2

*

KK RCTD10

KM ROUTE CTD10 TO CTD11 IN JONES BLVD

KM FACILITY = FLAMINGO DIVERSION - JONES BRANCH

KM FACILITY # = FLJO 0000

KM LINING = RCB

RD 1950 0.011 0.015 0 TRAP 12

*

KK TD11

BA 0.294

PB 2.77

LS 0 89.2

UD 0.398

*

KK CTD11S

KM COMBINE CTD10 AND TD11

HC 2

*

KK CTD11

KM COMBINE CTD7 AND CTD11S

HC 2

*

KK RCTD11

KM ROUTE CTD11 TO CTD13 IN FLAMINGO DIVERSION CHANNEL

KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

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

KM FACILITY # = FLTR 0020, 0015, AND 0014

KM LINING = CONCRETE

RD 5915 0.001 0.015 0 TRAP 13 2

*

KK TD13

BA 0.370

PB 2.77

LS 0 90.0

UD 0.566

*

KK CTD13N

KM COMBINE CTD11 AND TD13

HC 2

*

KK TD12

BA 0.426

PB 2.77

LS 0 89.7

UD 0.475

*

KK CTD13

KM COMBINE CTD13N AND TD12

HC 2

*

KK RCTD13

KM ROUTE CTD13 TO CTD16 IN FLAMINGO DIVERSION CHANNEL

KM FACILITY = FLAMINGO-TROPICANA DIVERSION CHANNEL

KM FACILITY # = FLTR 0000

KM LINING = CONCRETE

RD 2450 0.001 0.015 0 TRAP 26 0

*

* BEGIN WATERSHED TO BLUE DIAMOND DETENTION BASIN

*

KK B503A

BA 0.919

PB 3.32

LS 0 86.7

UD 0.152

*

KK RB503A

KM ROUTE B503A THROUGH BD1 TO CBD1

KM FUTURE CONCRETE CHANNEL

RD 4350 0.063 0.015 0 TRAP 12 2

*

KK BD1

BA 0.385

PB 3.3

LS 0 92.0

UD 0.165

*

KK CBD1

KM COMBINE B503A AND BD1

HC 2

*

KK RCBD1

KM ROUTE CBD1 TO CBD2

KM FUTURE CONCRETE CHANNEL

RD 2750 0.036 0.015 0 TRAP 12 2

*

KK BD2

BA 0.426

PB 3.27

LS 0 91.5

UD 0.174

*

KK CBD2

KM COMBINE CBD1 AND BD2

HC 2

*

KK RCBD2

KM ROUTE CBD2 TO CBD3

KM FUTURE CONCRETE CHANNEL

RD 4400 0.019 0.015 0 TRAP 12 2

*

KK BD3

BA 0.447

PB 3.25

LS 0 92.0

UD 0.243

*

KK CBD3

KM COMBINE CBD2 AND BD3

HC 2

*

KK RCBD3

KM ROUTE CBD3 TO CBD5

KM FUTURE CONCRETE CHANNEL

RD 2900 0.015 0.015 0 TRAP 15 2

*

KK BD4

BA 0.407

PB 3.29

LS 0 92.1

UD 0.318

*

KK RBD4

KM ROUTE BD4 TO CBD5

KM FUTURE CONCRETE CHANNEL

RD 2200 0.025 0.015 0 TRAP 12 2

*

KK BD5

BA 0.350

PB 3.26

LS 0 92.5

UD 0.226

*

KK CBD5

KM COMBINE CBD3, BD4, AND BD5

HC 3

*

KK RCBD5

KM ROUTE CBD5 TO CBD6

KM FUTURE CONCRETE CHANNEL

RD 4500 0.017 0.015 0 TRAP 15 2

*

KK BD6

BA 0.434

PB 3.25

LS 0 92.7

UD 0.268

*

KK CBD6

KM COMBINE CBD5 AND BD6

HC 2

*

KK RCBD6

KM ROUTE CBD6 TO CBD16

KM NATURAL WASH - BLUE DIAMOND

KM FACILITY # = TRBD 0950

RD 4050 0.015 0.04 0 TRAP 100 4

*

KK B73A

BA 2.697

PB 3.4

LS 0 86.5

UD 0.587

*

KK RB73A

KM ROUTE B73A THROUGH BD7 TO CBD7

KM FUTURE CONCRETE CHANNEL

RD 4400 0.023 0.015 0 TRAP 12 2

*

KK BD7

BA 0.388

PB 3.32

LS 0 89.1

UD 0.186

*

KK CBD7

KM COMBINE B73A AND BD7

HC 2

*

KK RCBD7

KM ROUTE CBD7 THROUGH BD8 TO CBD8

KM FUTURE CONCRETE CHANNEL

RD 1400 0.022 0.015 0 TRAP 12 2

*

KK B503D

BA 0.151

PB 3.34

LS 0 87.0

UD 0.137

*

KK RB503D

KM ROUTE B503D THROUGH BD8 TO CBD9

KM FUTURE CONCRETE CHANNEL

RD 5050 0.03 0.015 0 TRAP 12 2

*

KK BD8

BA 0.424

PB 3.31

LS 0 88.1

UD 0.202

*

KK BD9

BA 0.213

PB 3.31

LS 0 88.2

UD 0.260

*

KK CBD9

KM COMBINE CBD7, B503D, BD8, AND BD9

HC 4

*

KK RCBD9

KM ROUTE CBD9 TO CBD10

KM FUTURE CONCRETE CHANNEL

RD 6600 0.021 0.015 0 TRAP 15 2

*

KK BD10

BA 0.529

PB 3.27

LS 0 91.0

UD 0.487

*

KK CBD10

KM COMBINE CBD9 AND BD10

HC 2

*

KK RCBD10

KM ROUTE CBD10 THROUGH BD16 TO CBD16

KM FUTURE CONCRETE CHANNEL

RD 5450 0.018 0.015 0 TRAP 15 2

*

KK B502

BA 27.827

PB 3.65

LS 0 87.8

UD 1.306

*

KK RB502

KM ROUTE B502 THROUGH B503C TO CB503C

KM NATURAL WASH

KM MUSKINGUM ROUTING UNSTABLE

RD 2150 0.024 0.04 0 TRAP 100 2

*

KK B503C

BA 0.236

PB 3.34

LS 0 84.1

UD 0.14

*

KK CB503C

KM COMBINE B502 AND B503C

HC 2

*

KK RCB503C

KM ROUTE CB503C THROUGH BD11 TO CBD11

KM FUTURE CONCRETE CHANNEL

RD 6600 0.025 0.015 0 TRAP 100 2

*

KK BD11

BA 0.378

PB 3.31

LS 0 84.8

UD 0.342

*

KK CBD11

KM COMBINE CB503C AND BD11

HC 2

*

KK BD12

BA 0.500

PB 3.32

LS 0 91.7

UD 0.136

*

KK RCBD12

KM ROUTE CBD12 THROUGH BD13 TO CBD13

KM FUTURE CONCRETE CHANNEL

RD 3750 0.022 0.015 0 TRAP 12 2

*

KK B71

BA 6.190

PB 3.81

LS 0 87.4

UD 0.822

*

KK RB71

KM ROUTE B71 TO CB501

KM NATURAL WASH

KM TRAVEL LENGTH = 2,800

KM SLOPE = 1.4%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.4

RM 1 0.083 0.15

*

KK B501

BA 8.057

PB 3.74

LS 0 87.4

UD 0.529

*

KK CB501

KM COMBINE B71 AND B501

HC 2

*

KK RCB501

KM ROUTE CB501 THROUGH B72 TO CB72

KM NATURAL WASH

KM TRAVEL LENGTH = 18,200

KM SLOPE = 1.6%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.8

RM 6 0.517 0.15

*

KK B72

BA 12.40

PB 3.39

LS 0 87.0

UD 1.066

*

KK CB72

KM COMBINE CB501 AND B72

HC 2

*

KK RCB72

KM ROUTE CB72 THROUGH B503B TO CB503B

KM NATURAL WASH

KM TRAVEL LENGTH = 1,850

KM SLOPE = 1.8%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 10.3

RM 1 0.05 0.15

*

KK B503B

BA 0.298

PB 3.34

LS 0 85.6

UD 0.063

*

KK CB503B

KM COMBINE CB72 AND B503B

HC 2

*

KK RCB503B

KM ROUTE CB503B THROUGH BD13 TO CBD13

KM FUTURE CONCRETE CHANNEL

RD 1850 0.018 0.015 0 TRAP 50 2

*

KK BD13

BA 0.523

PB 3.31

LS 0 87.1

UD 0.323

*

KK CBD13

KM COMBINE CBD11, BD12, CB503B, AND BD13

HC 4

*

KK RCBD13

KM ROUTE CBD13 THROUGH BD14 TO CBD14

KM NATURAL WASH = TRBD 0950

KM TRAVEL LENGTH = 7300 FT

KM SLOPE = 1.6%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.9

RM 2 0.205 0.15

*

KK BD14

BA 0.520

PB 3.27

LS 0 89.1

UD 0.287

*

KK CBD14

KM COMBINE CBD13 AND BD14

HC 2

*

KK RCBD14

KM ROUTE CBD14 THROUGH BD16 TO CBD16

KM NATURAL WASH = TRBD 0950

KM TRAVEL LENGTH = 4100 FT

KM SLOPE = 1.6%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.9

RM 1 0.115 0.15

*

KK BD15

BA 0.208

PB 3.26

LS 0 86.9

UD 0.213

*

KK RBD15

KM ROUTE BD15 THROUGH BD16 TO CBD16

KM FUTURE CONCRETE CHANNEL

RD 4250 0.022 0.015 0 TRAP 12 2

*

KK BD16

BA 0.488

PB 3.22

LS 0 89.5

UD 0.316

*

KK CBD16

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

HC 5

*

KK RCBD16

KM ROUTE CBD16 THROUGH BD20 TO CBD20

KM NATURAL WASH = TRBD 0950

KM TRAVEL LENGTH = 2550 FT

KM SLOPE = 1.8%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 10.5

RM 1 0.068 0.15

*

KK BD17

BA 0.485

PB 3.22

LS 0 92.9

UD 0.143

*

KK RBD17

KM ROUTE BD17 THROUGH BD18 TO CBD18

KM FUTURE CONCRETE CHANNEL

RD 3050 0.02 0.015 0 TRAP 12 2

*

KK BD18

BA 0.475

PB 3.22

LS 0 92.8

UD 0.238

*

KK CBD18

KM COMBINE BD17 AND BD18

HC 2

*

KK RCBD18

KM ROUTE CBD18 THROUGH BD19 TO CBD19

KM FUTURE CONCRETE CHANNEL

RD 4200 0.018 0.015 0 TRAP 12 2

*

KK B504A

BA 0.549

PB 3.19

LS 0 87.7

UD 0.290

*

KK RB504A

KM ROUTE B504A TO CBD19

KM FUTURE CONCRETE CHANNEL

RD 650 0.035 0.015 0 TRAP 12 2

*

KK BD19

BA 0.478

PB 3.21

LS 0 92.4

UD 0.220

*

KK CBD19

KM COMBINE CBD18, B504A, AND BD19

HC 3

*

KK RCBD19

KM ROUTE CBD19 THROUGH BD20 TO CBD20

KM NATURAL WASH = TRBD 0950

KM TRAVEL LENGTH = 3050 FT

KM SLOPE = 2.0%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 11.0

RM 1 0.077 0.15

*

KK B504B

BA 0.340

PB 3.18

LS 0 87.9

UD 0.184

*

KK RB504B

KM ROUTE B504B THROUGH BD20 TO CBD20

KM FUTURE CONCRETE CHANNEL

RD 2950 0.031 0.015 0 TRAP 12 2

*

KK BD20

BA 0.291

PB 3.18

LS 0 90.3

UD 0.203

*

KK CBD20

KM COMBINE CBD16, CBD19, B504B, AND BD20

HC 4

*

KK RCBD20

KM ROUTE CBD20 THROUGH BD23 TO CBD23

KM NATURAL WASH = TRBD 0950

KM MUSKINGUM ROUTING UNSTABLE

RD 1500 0.017 0.040 0 TRAP 100 2

*

KK B504C

BA 0.278

PB 3.16

LS 0 87.4

UD 0.204

*

KK RB504C

KM ROUTE B504C THROUGH BD23 TO CBD23

KM FUTURE CONCRETE CHANNEL

RD 5550 0.033 0.015 0 TRAP 12 2

*

KK BD21

BA 0.442

PB 3.23

LS 0 87.9

UD 0.254

*

KK RBD21

KM ROUTE BD21 THROUGH BD22 TO CBD22

KM FUTURE CONCRETE CHANNEL

RD 2100 0.017 0.015 0 TRAP 12 2

*

KK BD22

BA 0.275

PB 3.19

LS 0 91.8

UD 0.222

*

KK CBD22

KM COMBINE BD21 AND BD22

HC 2

*

KK RCBD22

KM ROUTE CBD22 THROUGH BD23 TO CBD23

KM FUTURE CONCRETE CHANNEL

RD 2850 0.023 0.015 0 TRAP 12 2

*

KK BD23

BA 0.548

PB 3.16

LS 0 88.4

UD 0.208

*

KK CBD23

KM COMBINED FLOW TO BLUE DIAMOND DETENTION BASIN

KM COMBINE CBD20, B504C, CBD22, AND BD23

KO 3

HC 4

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

KK BDDB

KM TAKEN FROM THE DESIGN MEMORANDUM FOR THE

KM BLUE DIAMOND DETENTION BASIN, APRIL 1998

KM FACILITY ID-MILE = TRBD 0930

KM STORAGE VOLUME = 2270 ACRE-FEET

KM OUTLET = 30" X 30" ORIFICE

KM 100-YR DISCHARGE = 210 CFS

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

KM SPILLWAY CREST ELEVATION = 2965 FT NAVD 88

KM PMF DISCHARGE = 145,000 CFS

KM TOP OF DAM ELEVATION = 2976 FT NAVD 88

KO 3

RS 1 STOR -1

SV 0.00 2.07 8.74 28.92 98.74 142.07 226.04 417.21 508.47 660.72

SV 961.44 1099.37 1324.77 1753.24 1947.39 2268.11 2381.98 2870.81 3135.86 3274.14

SQ 0 48 63 83 108 117 129 147 154 163

SQ 177 183 191 203 208 215 5941 75090 130242 161113

SE 2917.75 2920 2922 2925 2930 2932 2935 2940 2942 2945

SE 2950 2952 2955 2960 2962 2965 2966 2970 2972 2973

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

*

KK *DOUTBD

KM DIVERT SPILLWAY OVERFLOW IN EXCESS OF CORPS DESIGN OUTFLOW

DT *D-BDOUT

DI 0 210 2000 5000 10000

DQ 0 0 1790 4790 9790

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RBDDB

KM ROUTE BDDB THROUGH TBD1 TO CTBD1

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0854

KM LINING = NATURAL WASH

KM TRAVEL LENGTH = 5,900

KM SLOPE = 1.5%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.6 FPS

RM 2 0.171 0.15

*

KK TBD1

BA 0.426

PB 3.12

LS 0 89.1

UD 0.264

*

KK CTBD1

KM COMBINE BDDB AND TBD1

HC 2

*

KK RCTBD1

KM ROUTE CTBD1 THROUGH TBD2 TO CTBD2

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = NATURAL WASH

KM TRAVEL LENGTH = 6,250

KM SLOPE = 1.5%

KM N = 0.040

KM HYDRAULIC RADIUS = 1.5

KM VELOCITY = 9.6 FPS

RM 2 0.182 0.15

*

KK TBD2

BA 0.403

PB 3.01

LS 0 85.7

UD 0.343

*

KK CTBD2

KM COMBINE CTBD1 AND TBD2

HC 2

*

* LOCATION OF BLUE DIAMOND DEBRIS BASIN

* SSD RELATIONSHIP NOT AVAILABLE

* FACILITY # = TRBD 0681

*

KK RCTBD2

KM ROUTE CTBD2 TO CTBD3 IN DURANGO DR

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0652 AND 0620

KM LINING = CONCRETE

RD 950 0.007 0.015 0 TRAP 14 0

*

KK TBD3

BA 0.391

PB 2.98

LS 0 88.0

UD 0.377

*

KK CTBD3

KM COMBINE CTBD2 AND TBD3

HC 2

*

KK RCTBD3

KM ROUTE CTBD3 TO CTBD4 IN DURANGO DR

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0583 AND 0560

KM LINING = CONCRETE / RCB

RD 1000 0.012 0.015 0 TRAP 14 0

*

KK TBD4

BA 0.555

PB 2.96

LS 0 86.5

UD 0.339

*

KK CTBD4

KM COMBINE CTBD3 AND TBD4

HC 2

*

KK RCTBD4

KM ROUTE CTBD4 TO CTBD5 IN DURANGO DR

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0539, 0522 AND 0518

KM LINING = CONCRETE

RD 720 0.012 0.015 0 TRAP 14 0

*

KK TBD5

BA 0.491

PB 2.9

LS 0 91.2

UD 0.447

*

KK CTBD5

KM COMBINE CTBD4 AND TBD5

HC 2

*

KK RCTBD5

KM ROUTE CTBD5 TO CTBD6 IN DURANGO DR

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0462 AND 0453

KM LINING = CONCRETE

RD 1005 0.017 0.015 0 TRAP 18 0

*

KK TBD6

BA 0.374

PB 2.84

LS 0 94.2

UD 0.376

*

KK CTBD6

KM COMBINE CTBD5 AND TBD6

HC 2

*

KK RCTBD6

KM ROUTE CTBD6 TO CTBD11 IN BELTWAY CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = RCB/CONCRETE

RD 4730 0.009 0.015 0 TRAP 18 0

*

KK TBD7

BA 0.269

PB 2.87

LS 0 85.9

UD 0.404

*

KK RTBD7

KM ROUTE TBD7 TO CTBD8 IN BUFFALO DR

KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

KM FACILITY # = BDBF 0125

KM LINING = RCP

RD 2600 0.011 0.013 0 CIRC 7.5

*

KK TBD8

BA 0.512

PB 2.84

LS 0 92.7

UD 0.420

*

KK CTBD8

KM COMBINE TBD7 AND TBD8

HC 2

*

KK RCTBD8

KM ROUTE CTBD8 TO CTBD9 IN BUFFALO DR

KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

KM FACILITY # = BDBF 0076

KM LINING = CONCRETE

RD 2700 0.01 0.015 0 TRAP 10 0

*

KK TBD9

BA 0.506

PB 2.81

LS 0 92.5

UD 0.420

*

KK CTBD9

KM COMBINE CTBD8 AND TBD9

HC 2

*

KK RCTBD9

KM ROUTE CTBD9 TO CTBD10 IN BUFFALO DR

KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

KM FACILITY # = BDBF 0010

KM LINING = CONCRETE

RD 2000 0.011 0.015 0 TRAP 10 0

*

KK TBD10

BA 0.391

PB 2.77

LS 0 97.0

UD 0.396

*

KK CTBD10

KM COMBINE CTBD9 AND TBD10

HC 2

*

KK RCTBD10

KM ROUTE CTBD10 TO CTBD11 IN BUFFALO DR

KM FACILITY = BLUE DIAMOND - BUFFALO BRANCH

KM FACILITY # = BDBF 0010, 0005, AND 0000

KM LINING = RCB/CONCRETE

RD 2000 0.013 0.015 0 TRAP 10 0

*

KK TBD11

BA 0.381

PB 2.77

LS 0 95.8

UD 0.415

*

KK CTBD11S

KM COMBINE CTBD10 AND TBD11

HC 2

*

KK CTBD11

KM COMBINE CTBD6 AND CTBD11S

HC 2

*

KK RCTBD11

KM ROUTE CTBD11 TO CTBD15 IN BELTWAY CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = CONCRETE/RCB

RD 5110 0.014 0.015 0 TRAP 20 0

*

KK TBD12

BA 0.506

PB 2.77

LS 0 78.8

UD 0.446

*

KK RCTBD12

KM ROUTE TBD12 TO CTBD13 IN RAINBOW BLVD

KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

KM FACILITY # = BDRB 0094, 0077, AND 0070

KM LINING = CONCRETE RCP

RD 2600 0.008 0.013 0 CIRC 5

*

KK TBD13

BA 0.500

PB 2.77

LS 0 87.5

UD 0.446

*

KK CTBD13

KM COMBINE CTBD12 AND TBD13

HC 2

*

KK RCTBD13

KM ROUTE CTBD13 TO CTBD14 IN RAINBOW BLVD

KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

KM FACILITY # = BDRB 0031

KM LINING = RCB

RD 1950 0.009 0.015 0 TRAP 10 0

*

KK TBD14

BA 0.377

PB 2.77

LS 0 96.8

UD 0.384

*

KK CTBD14

KM COMBINE CTBD13 AND TBD14

HC 2

*

KK RCTBD14

KM ROUTE CTBD14 TO CTBD15 IN RAINBOW BLVD

KM FACILITY = BLUE DIAMOND - RAINBOW BRANCH

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

KM LINING = RCB

RD 1950 0.015 0.015 0 TRAP 10 0

*

KK TBD15

BA 0.391

PB 2.77

LS 0 96.1

UD 0.371

*

KK CTBD15S

KM COMBINE CTBD14 AND TBD15

HC 2

*

KK CTBD15

KM COMBINE CTBD11 AND CTBD15S

HC 2

*

KK RCTBD15

KM ROUTE CTBD15 TO CTBD19 IN BELTWAY CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = CONCRETE

RD 5410 0.012 0.015 0 TRAP 16 2

*

KK TBD17

BA 0.501

PB 2.77

LS 0 79.4

UD 0.441

*

KK RCTBD17

KM ROUTE CTBD17 TO CTBD18 IN JONES BLVD

KM FACILITY = BLUE DIAMOND - JONES BRANCH

KM FACILITY # = BDJO 0061 AND 0024

KM LINING = RCB

RD 1750 0.008 0.015 0 TRAP 8 0

*

KK TBD18

BA 0.351

PB 2.77

LS 0 89.4

UD 0.376

*

KK CTBD18

KM COMBINE CTBD17 AND TBD18

HC 2

*

KK RCTBD18

KM ROUTE CTBD18 TO CTBD19 IN JONES BLVD

KM FACILITY = BLUE DIAMOND - JONES BRANCH

KM FACILITY # = BDJO 0024, 00007, AND 0000

KM LINING = RCB

RD 2000 0.009 0.015 0 TRAP 12 0

*

KK TBD19

BA 0.375

PB 2.77

LS 0 95.0

UD 0.386

*

KK CTBD19S

KM COMBINE CTBD18 AND TBD19

HC 2

*

KK CTBD19

KM COMBINE CTBD15 AND CTBD19S

HC 2

*

KK RCTBD19

KM ROUTE CTBD19 TO CTBD20B IN BELTWAY CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = CONCRETE/RCB

RD 3780 0.012 0.015 0 TRAP 28 0

*

KK TBD20B

BA 0.366

PB 2.77

LS 0 93.8

UD 0.442

*

KK CTBD20B

KM COMBINE CTBD19 AND CTBD20BS

HC 2

*

KK RCTBD20B

KM ROUTE CTBD20B TO CTD14 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

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

KM LINING = CONCRETE

RD 1990 0.01 0.015 0 TRAP 20 0

*

KK TD14

BA 0.308

PB 2.77

LS 0 91.0

UD 0.344

*

KK CTD14

KM COMBINE CTBD20 AND TD14

HC 2

*

KK RTD14

KM ROUTE CTD14 TO CTD15 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0015

KM LINING = CONCRETE

RD 2150 0.012 0.015 0 TRAP 10 2

*

KK TD15

BA 0.252

PB 2.77

LS 0 93.1

UD 0.377

*

KK CTD15

KM COMBINE CTD14 AND TD15

HC 2

*

KK RCTD15

KM ROUTE CTD15 TO CTD16 IN LOWER BLUE DIAMOND DIVERSION CHANNEL

KM FACILITY = BLUE DIAMOND CHANNEL

KM FACILITY # = TRBD 0014 AND 0000

KM LINING = CONCRETE

RD 1830 0.012 0.015 0 TRAP 10 2

*

KK TD16

BA 0.440

PB 2.77

LS 0 91.3

UD 0.380

*

KK CTD16

KM COMBINE CTD13, CTD15, AND TD16

KM COMBINED FLOW TO TROPICANA DETENTION BASIN

KO 3

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK INFLOW

BA 174.91

KM INFLOW USACE HYDROGRAPH

KO 3

IN 6 0 0

QI 0.00 0.00 0.00 0.00 0.00 116.13 232.26 425.81 696.79 812.92

QI 870.98 909.69 812.92 793.56 716.14 716.14 754.85 793.56 832.27 870.98

QI 909.69 919.37 919.37 929.05 929.05 929.05 936.79 936.79 936.79 909.69

QI 929.05 929.05 967.76 1083.89 1509.70 2167.78 2709.72 3871.03 5225.90 6425.92

QI 6696.89 6580.76 5961.39 5380.74 4529.11 4064.59 3677.48 3329.09 3096.83 2903.28

QI 2632.30 2516.17 2477.46 2361.33 2129.07 1858.10 1664.54 1548.41 1393.57 1238.73

QI 1045.18 929.05 890.34 851.63  832.27 735.50 696.79 658.08 638.72 619.37

QI 619.37 609.69 600.01 590.33 580.66 570.98 570.98 503.23 503.23 493.56

QI 483.88 474.20 474.20 474.20 464.52 464.52 464.52 464.52 464.52 464.52

QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52

QI 464.52 464.52 464.52 464.52 464.52 464.52 464.52 464.52 454.85 454.85

QI 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85 454.85

IN 5 0 0

*

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

KK TRDB

KM TROPICANA DETENTION BASIN

KM ELEVATION-STAGE-STORAGE-OUTFLOW INFORMATION TAKEN FROM

KM THE 1996 DESIGN MEMORANDUM FOR THE

KM TROPICANA DETENTION BASIN AND OUTLET CHANNEL

KM FACILITY ID-MILE = TRWA 0454

KM STORAGE VOLUME = 825 ACRE-FEET

KM OUTLET = 10'W x 8.5'H RCB

KM 100-YR DISCHARGE = 486 CFS

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

KM SPILLWAY CREST ELEVATION = 2289.83 FT NAVD88

KM PMF DISCHARGE = 13000 CFS

KM TOP OF DAM ELEVATION = 2289.83 FT NAVD88

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

KO 3

RS 1 STOR -1

SV 0.00 2.75 5.76 19.81 53.53 121.28 228.46 391.33 485.62 582.50

SV 824.50 876.38 930.70 987.45

SQ 0.00 16.60 25.43 210.40 280.25 336.22 383.83 427.72 445.80 464.87

SQ 500.36 7850 11915 13000

SE 2251.61 2255.02 2255.91 2260.04 2265.03 2270.01 2275.03 2280.18 2282.64 2285.04

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RTRDB

KM ROUTE TRBD TO CTW1 IN TROPICANA OUTLET CHANNEL

KM FACILITY = TROPICANA WASH

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

KM LINING = RCB/CONCRETE

RD 4090 0.011 0.015 0 TRAP 10 0

*

KK TW1

BA 0.414

PB 2.77

LS 0 94.5

UD 0.380

*

KK CTW1

KM COMBINE TRBD (TROPICANA DETENTION BASIN OUTFLOW) AND TW1

HC 2

*

KK RTW1

KM ROUTE CTW1 TO CTW2 IN TROPICANA OUTLET CHANNEL

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0314

KM LINING = RCB

RD 3600 0.014 0.015 0 TRAP 15 0

*

KK TW2

BA 0.451

PB 2.77

LS 0 93.1

UD 0.372

*

KK CTW2

KM COMBINE CTW1 AND TW2

HC 2

*

KK RCTW2

KM ROUTE CTW2 TO CTW3 IN TROPICANA OUTLET CHANNEL

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0284

KM LINING = CONCRETE

RD 1250 0.009 0.015 0 TRAP 20 0

*

KK TW3

BA 0.304

PB 2.77

LS 0 93.8

UD 0.370

*

KK CTW3

KM COMBINE CTW2 AND TW3

HC 2

*

KK RCTW3

KM ROUTE CTW3 TO CTW8 IN TROPICANA OUTLET CHANNEL

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0284 AND 0278

KM LINING = CONCRETE

RD 1350 0.009 0.015 0 TRAP 20 0

*

KK TW4

BA 0.406

PB 2.77

LS 0 88.0

UD 0.424

*

KK RTW4

KM ROUTE TW4 THROUGH TW5 TO CTW5

KM LINING = STREET: HACIENDA AVE

RD 4350 0.006 0.016 0 TRAP 0 50

*

KK TW5

BA 0.295

PB 2.77

LS 0 89.9

UD 0.367

*

KK CTW5

KM COMBINE TW4 AND TW5

HC 2

*

KK RCTW5

KM ROUTE CTW5 THROUGH TW7 TO CTW7

KM LINING = STREET: RENO AVE

RD 3250 0.012 0.016 0 TRAP 0 50

*

KK TW7

BA 0.373

PB 2.77

LS 0 93.4

UD 0.406

*

KK CTW7

KM COMBINE CTW5 AND TW7

HC 2

*

KK TW6

BA 0.431

PB 2.77

LS 0 94.3

UD 0.407

*

KK RTW6

KM ROUTE TW6 THROUGH TW7 TO CTW7

KM FACILITY # = NBSC 0000

KM LINING = RCP

RD 1000 0.008 0.015 0 CIRC 5

*

KK CTW6

KM COMBINE TW6 AND CTW7

HC 2

KO 3

*

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

KK TNDB

KM TROPICANA NORTH BRANCH DETENTION BASIN

KM INFORMATION PER PRE-FINAL DESIGN

KM FACILITY ID-MILE = TRNB 0094

KM STORAGE VOLUME = 55.7 ACRE-FEET

KM OUTLET = 10'W x 7'H RCB

KM 100-YR DISCHARGE = 776 CFS

KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

KM SPILLWAY CREST ELEVATION = 2222.9 FT

KM PMF DISCHARGE = 37000 CFS

KM TOP OF DAM ELEVATION = 2222.9 FT

KO 3

RS 1 STOR -1

SV 0 0.9 5.6 12.9 20.8 29.0 37.7 46.7 56.2 64.0

SE 2204.5 2207 2209 2211 2213 2215 2217 2219 2221 2222.5

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RTNDB

KM ROUTE TNDB TO CTW8 IN TROPICANA WASH TRIBUTARY

KM FACILITY = TROPICANA WASH - NORTH BRANCH

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

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

KM LINING = GABION/RCB/CONCRETE

KM WEIGHTED MANNING NUMBER USED

RD 4700 0.016 0.017 0 TRAP 15 0

*

KK TW8

BA 0.280

PB 2.77

LS 0 94.1

UD 0.256

*

KK CTW8W

KM COMBINE RTNDB AND TW8

HC 2

*

KK CTW8

KM COMBINE CTW3 AND CTW8W

HC 2

*

KK RCTW8

KM ROUTE CTW8 TO CTW9 IN TROPICANA WASH

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0234

KM LINING = RCB

RD 1920 0.012 0.015 0 TRAP 32 0

*

KK TW9

BA 0.235

PB 2.77

LS 0 93.7

UD 0.264

*

KK CTW9

KM COMBINE TW8 AND TW9

HC 2

*

KK RCTW9

KM ROUTE CTW9 TO CTW10 IN TROPICANA WASH

KM FACILITY = TROPICANA WASH

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

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

KM LINING = RCB/GABION/GRASS

RD 8060 0.009 0.015 0 TRAP 25 0

*

KK TBD20A

BA 0.378

PB 2.77

LS 0 81.7

UD 0.434

*

KK RTBD20A

KM ROUTE TBD20A TO CMC2

KM LINING = NATURAL WASH

RD 2500 0.015 0.04 0 TRAP 50 4

*

KK MC2

BA 0.201

PB 2.77

LS 0 93.0

UD 0.385

*

KK CMC2

KM COMBINE TBD20A AND MC2

HC 2

*

KK RCMC2

KM ROUTE MC2 THROUGH MC4 TO CMC4

KM FACILITY = WAGON TRAIL CHANNEL

KM LINING = NATURAL WASH

RD 2450 0.015 0.04 0 TRAP 50 4

*

KK MC4

BA 0.280

PB 2.77

LS 0 73.4

UD 0.448

*

KK CMC4

KM COMBINE CMC2 AND MC4

HC 2

*

KK RCMC4

KM ROUTE CMC4 THROUGH MC5 TO CMC5

KM FACILITY = WAGON TRAIL CHANNEL

KM LINING = CONCRETE

RD 1750 0.011 0.015 0 TRAP 12 2

*

KK MC3

BA 0.191

PB 2.77

LS 0 90.2

UD 0.311

*

KK RMC3

KM ROUTE MC3 TO CMC5

KM FACILITY = LOCAL CONCRETE CHANNEL ALONG I-215

RD 1150 0.011 0.015 0 TRAP 12 2

*

KK MC5

BA 0.181

PB 2.77

LS 0 73.3

UD 0.305

*

KK CMC5

KM COMBINE CMC4, MC3, AND MC5

HC 3

*

KK RCMC5

KM ROUTE CMC5 THROUGH MC6B TO CMC6B

KM FACILITY = WAGON TRAIL CHANNEL

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

KM LINING = CONCRETE CHANNEL / RCB

RD 1020 0.011 0.015 0 TRAP 12 2

RD 870 0.011 0.015 0 TRAP 24 0

*

KK MC6B

BA 0.185

PB 2.77

LS 0 93.4

UD 0.230

*

KK CMC6B

KM COMBINE CMC5 AND MC6B

HC 2

*

KK RCMC6B

KM ROUTE CMC6B THROUGH MC7A TO CMC7A

KM FACILITY = WAGON TRAIL CHANNEL

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

KM LINING = RIPRAP / CONCRETE

KM WEIGHTED MANNING NUMBER USED

RD 3840 0.01 0.02 0 TRAP 13 0

*

KK MC7A

BA 0.185

PB 2.77

LS 0 92.7

UD 0.299

*

KK CMC7AS

KM COMBINE CMC6B AND MC7A

HC 2

*

KK MC6A

BA 0.335

PB 2.77

LS 0 94.4

UD 0.347

*

KK CMC7A

KM COMBINE CMC7AS AND MC6A

HC 2

*

KK RCMC7A

KM ROUTE CMC7A THROUGH MC7B TO CMC7B

KM FACILITY = WAGON TRAIL CHANNEL

KM FACILITY # =WGTR 0065, 0064, AND 0051

KM LINING = RIPRAP/CONCRETE

KM WEIGHTED MANNING NUMBER USED

RD 1400 0.019 0.031 0 TRAP 12 2

*

KK MC7B

BA 0.274

PB 2.77

LS 0 90.6

UD 0.300

*

KK CMC7B

KM COMBINE CMC7A AND MC7B

HC 2

*

KK RCMC7

KM ROUTE CMC7 THROUGH MC8 TO CMC8

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

KM FACILITY # = WGTR 0050 AND 0000; TRMC 0263

KM LINING = GRASS/RCB

RD 3900 0.01 0.03 0 TRAP 20 4

*

KK MC8

BA 0.510

PB 2.77

LS 0 81.6

UD 0.505

*

KK CMC8

KM COMBINE CMC7 AND MC8

HC 2

*

KK RCMC8

KM ROUTE CMC8 THROUGH MC9 TO CMC9

KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

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

KM LINING = CONCRETE/RCB

RD 8180 0.008 0.015 0 TRAP 16 0

*

KK MC9

BA 0.522

PB 2.77

LS 0 92.3

UD 0.614

*

KK CMC9

KM COMBINE CMC8 AND MC9

HC 2

*

KK RCMC9

KM ROUTE CMC9 THROUGH MC11 TO CMC11

KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

KM FACILITY # = TRMC 0063/0062

KM LINING = RCB

RD 2450 0.005 0.015 0 TRAP 16 0

*

KK MC10

BA 0.517

PB 2.77

LS 0 91.7

UD 0.581

*

KK RMC10

KM ROUTE MC10 THROUGH MC11 TO CMC11

KM MCCARRAN AIRPORT ONSITE DRAINAGE

KM FUTURE CONCRETE CHANNEL

RD 900 0.005 0.015 0 TRAP 12 2

*

KK MC11

BA 0.564

PB 2.77

LS 0 90.9

UD 0.565

*

KK CMC11

KM COMBINE CMC9, MC10, AND MC11

HC 3

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

KK DTRMC

KM DIVERT FLOW FOR LATER ROUTING THROUGH TROPICANA MCCARRAN DB

KM VIA OVERFLOW WEIR FOR DISCHARGE INTO SWENSEN AVENUE FACILITY

DT DTRSW

DI 0 800 842 920 1021 1139 1274 1424 1586 1760

DI 1946 2142 2348 2564 2789 3022 10000

DQ 0 0 42 120 221 339 474 624 786 960

DQ 1146 1342 1548 1764 1989 2222 9200

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

KK RDTRMC

KM ROUTE DTRMC TO CTW10S

KM FACILITY = TROPICANA WASH - MCCARRAN AIRPORT

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

KM LINING = CONCRETE

RD 3150 0.005 0.015 0 TRAP 20 0

*

KK TW10

BA 0.496

PB 2.77

LS 0 91.8

UD 0.454

*

KK CTW10S

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

HC 2

*

KK CTW10

KM COMBINE CTW9 AND CTW10S

HC 2

*

KK RCTW10

KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0075, 0074, AND 0056

KM LINING = RCB

RD 1840 0.01 0.015 0 TRAP 63 0

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

KK DTRSW

KM RETRIEVE DTRSW TO ROUTE THROUGH DB AT TROP/PARADISE

DR DTRSW

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

KK TRMCDB

KM PROPOSED DB AT TROPICANA AND PARADISE

KO 3

RS 1 STOR -1

SV 0 8.8 17.8 26.9 36.1 45.4 54.9 64.5 74.2 84.0

SV 94.0 104.1 114.3 124.7

SE 2150 2151 2152 2153 2154 2155 2156 2157 2158 2159

SE 2160 2161 2162 2163

SQ 0 13.4 56.9 113.5 131.1 146.6 160.6 173.4 185.4 196.7

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RTRMCDB

KM ROUTE TRMCDB OUTFLOW TO CTW10-1

KM FAICLITY = TROPICANA WASH - SWENSON

KM FACILITY # = TRSW 0036 AND 0000

KM LINING = RCP

RD 4150 0.005 0.015 0 CIRC 6 0

*

KK CTW10-1

KM COMBINE RTRMCDB AND CTW10

HC 2

*

KK RCTW10-1

KM ROUTE CTW10 TO CTW11 IN TROPICANA WASH

KM FACILITY = TROPICANA WASH

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

KM LINING = CONCRETE/GABION

KM WEIGHTED MANNING NUMBER USED

RD 1900 0.012 0.017 0 TRAP 50 2

*

KK TW11

BA 0.425

PB 2.77

LS 0 91.2

UD 0.440

*

KK CTW11

KM COMBINE CTW10-1 AND TW11

HC 2

*

KK RCTW11

KM ROUTE CTW11 TO CFW18 IN TROPICANA WASH

KM FACILITY = TROPICANA WASH

KM FACILITY # = TRWA 0016, 0012, AND 0000

KM LINING = CONCRETE

RD 995 0.024 0.013 0 TRAP 40 0

*

KK LF1

BA 0.365

PB 3.07

LS 0 79.9

UD 0.355

*

KK RLF1

KM ROUTE LF1 TO CLF3 IN DESERT INN ROAD

KM FACILITY = DESERT INN DRAIN

KM FACILITY # = FLDI 0105 AND 0100

KM LINING = RCP

RD 2700 0.015 0.013 0 CIRC 5

*

KK LF2

BA 0.312

PB 3.03

LS 0 90.1

UD 0.345

*

KK RLF2

KM ROUTE LF2 TO CLF3

KM FORT APACHE

RD 2800 0.014 0.016 0 TRAP 0 50

*

KK LF3

BA 0.258

PB 2.99

LS 0 86.5

UD 0.286

*

KK CLF3

KM COMBINE LF1, LF2, AND LF3

HC 3

*

KK RCLF3

KM ROUTE CLF3 TO CLF4

KM FACILITY = DESERT INN DRAIN

KM FACILITY # = FLDI 0095, 0075, AND 0050

KM LINING = RCP

RD 2600 0.016 0.013 0 CIRC 7.5

*

KK LF4

BA 0.444

PB 2.91

LS 0 81.7

UD 0.355

*

KK CLF4

KM COMBINE CLF3 AND LF4

HC 2

*

KK RCLF4

KM ROUTE CLF4 TO CLF6

KM FACILITY = DESERT INN DRAIN

KM FACILITY # = FLDI 0004 AND 0000

KM LINING = RCP/RCB

RD 2850 0.022 0.013 0 CIRC 8

*

KK LF5

BA 0.490

PB 2.97

LS 0 93.6

UD 0.479

*

KK RLF5

KM ROUTE LF5 TO CLF6

KM FACILITY = SPRING MOUNTAIN DRAIN

KM FACILITY # = FLSM 0180, 0125, AND 0100

KM LINING = RCP

RD 5700 0.01 0.013 0 CIRC 8

*

KK LF6

BA 0.382

PB 2.82

LS 0 81.1

UD 0.377

*

KK CLF6N

KM COMBINE LF5 AND LF6

HC 2

*

KK CLF6

KM COMBINE CLF4 AND CLF6N

HC 2

*

KK LF7

BA 0.368

PB 2.83

LS 0 81.3

UD 0.373

*

KK CLF7

KM COMBINE CLF6 AND LF7

KO 3

HC 2

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

KK LAKEDB

KM LAKES DETENTION BASIN

KM TAKEN FROM THE DESIGN CALCULATIONS FOR LAKES DETENTION

KM BASIN AND ASSOCIATED COLLECTION AND OUTFALL FACILITIES

KM BY PBS&J 8/99

KM FACILITY ID-MILE = FLSM 0087/0088

KM STORAGE VOLUME = 143 ACRE-FEET

KM PROPOSED STORAGE VOLUME = 165 AC FT

KM OUTLET = 36" RCP

KM 100-YR DISCHARGE = 85 CFS

KM SPILLWAY LENGTH = UNKNOWN

KM SPILLWAY CREST ELEVATION = 2595 FT

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

KM TOP OF DAM ELEVATION = UNKNOWN

KO 3

RS 1 ELEV 2570

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

SV 42.3 53.5 65.1 77 91 106 122 138 154 170

SE 2570 2578 2579 2580 2581 2582 2583 2584 2585 2586

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

SE 2587 2588 2589 2590 2591 2592 2593 2594 2595 2596

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

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RLAKEDB

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

KM FACILITY = SPRING MOUNTAIN DRAIN

KM FACILITY # = FLSM 0083 AND 0000

KM LINING = RCP

RD 630 0.019 0.013 0 CIR 3

RD 4600 0.025 0.013 0 CIR 5

*

KK LF10

BA 0.221

PB 2.77

LS 0 65.8

UD 0.332

*

KK CLF10W

KM COMBINE LAKEDB AND LF10

HC 2

*

KK LF8

BA 0.513

PB 2.77

LS 0 90.2

UD 0.362

*

KK RLF8

KM ROUTE LF8 THROUGH LF9 TO CLF9

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0278, 0258, AND 0252

KM LINING = RCP

RD 2650 0.007 0.013 0 CIRC 7.5

*

KK LF9

BA 0.431

PB 2.77

LS 0 78.2

UD 0.354

*

KK CLF9

KM COMBINE LF8 AND LF9

HC 2

*

KK RCLF9

KM ROUTE CLF9 THROUGH LF10 TO CLF10

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0228

KM LINING = RCP

RD 1350 0.012 0.013 0 CIRC 8

*

KK CLF10

KM COMBINE CLF9 AND CLF10W

HC 2

*

KK RCLF10

KM ROUTE CLF10 THROUGH LF11 TO CLF11

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0152

KM LINING = RCB

RD 2650 0.003 0.015 0 TRAP 10 0

*

KK LF11

BA 0.506

PB 2.77

LS 0 63.5

UD 0.441

*

KK CLF11

KM COMBINE CLF10 AND LF11

HC 2

*

KK RCLF11

KM ROUTE CLF11 TO CLF12

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0152 AND 0142

KM LINING = RCB

RD 1350 0.007 0.015 0 TRAP 12 0

*

KK LF12

BA 0.256

PB 2.77

LS 0 68.1

UD 0.370

*

KK CLF12

KM COMBINE CLF11 AND LF12

HC 2

*

KK RCLF12

KM ROUTE CLF12 TO CLF13

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0125

KM LINING = RCB

RD 2750 0.003 0.015 0 TRAP 18 0

*

KK LF13

BA 0.519

PB 2.77

LS 0 79.3

UD 0.440

*

KK CLF13

KM COMBINE CLF12 AND LF13

HC 2

*

KK RCLF13

KM ROUTE CLF13 TO CLF14

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0107 AND 0047

KM LINING = RCB/CONCRETE

RD 1400 0.003 0.015 0 TRAP 20 0

*

KK LF14

BA 0.259

PB 2.77

LS 0 77.8

UD 0.380

*

KK CLF14

KM COMBINE CLF13 AND LF14

HC 2

*

KK RCLF14

KM ROUTE CLF14 TO CLF15

KM FACILITY = FLAMINGO WASH - BUFFALO

KM FACILITY # = FLBF 0047

KM LINING = CONCRETE

RD 1400 0.003 0.015 0 TRAP 10 2

*

KK LF15

BA 0.268

PB 2.77

LS 0 87.7

UD 0.365

*

KK CLF15

KM COMBINE CLF14 AND LF15

HC 2

*

KK RCLF15

KM ROUTE CLF15 TO CLF16

KM FACILITY = FLAMINGO WASH - BUFFALO

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

KM LINING = GABION

RD 2670 0.01 0.025 0 TRAP 35 3

*

KK LF16

BA 0.519

PB 2.77

LS 0 72.6

UD 0.458

*

KK CLF16

KM COMBINE CLF15 AND LF16

HC 2

*

KK RCLF16

KM ROUTE CLF16 THROUGH LF17 TO CLF17

KM FACILITY = FLAMINGO WASH

KM FACILITY # = FLWA 1335, 1334, AND 1267

KM LINING = GABION

RD 2900 0.009 0.025 0 TRAP 40 1

*

KK LF17

BA 0.267

PB 2.77

LS 0 66.7

UD 0.315

*

KK CLF17

KM COMBINE CLF16 AND LF17

HC 2

*

KK RCLF17

KM ROUTE CLF17 THROUGH LF19 TO CLF19

KM FACILITY = FLAMINGO WASH

KM FACILITY # = FLWA 1267, 1266, AND 1237

KM LINING = GABION

RD 4400 0.009 0.025 0 TRAP 40 1

*

KK LF19

BA 0.305

PB 2.77

LS 0 79.2

UD 0.406

*

KK CLF19S

KM COMBINE CLF17 AND LF19

HC 2

*

KK LF18

BA 0.492

PB 2.77

LS 0 76.4

UD 0.450

*

KK RLF18

KM ROUTE LF18 TO CLF19

KM TROPICANA AVENUE

RD 1300 0.009 0.016 0 TRAP 0 50

*

KK CLF19

KM COMBINE CLF19S AND LF18

HC 2

*

KK RCLF19

KM ROUTE CLF19 THROUGH LF20 TO CLF20

KM FACILITY = FLAMINGO WASH

KM FACILITY # = FLWA 1236, 1204/1203

KM LINING = CONCRETE

RD 1820 0.012 0.015 0 TRAP 40 2

*

KK RCLF19

KM ROUTE CLF19 THROUGH LF20 TO CLF20

KM FACILITY = FLAMINGO WASH

KM FACILITY # = FLWA 1202, 1153/1152

KM LINING = GABION

RD 2690 0.012 0.025 0 TRAP 50 2

*

KK LF20

BA 0.504

PB 2.77

LS 0 78.6

UD 0.458

*

KK CLF20

KM COMBINE CLF19 AND LF20

HC 2

*

KK RCLF20

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

KM FACILITY = FLAMINGO WASH

KM FACILITY # = FLWA 1151, 1149, AND 1111

KM LINING = RIP RAP CHANNEL

RD 2720 0.01 0.04 0 TRAP 40 2

*

KK LF20A

BA 0.184

PB 2.77

LS 0 88.0

UD 0.256

*

KK CLF20A

KM COMBINE CLF20 AND LF20A

HC 2

*

KK LF21

BA 0.529

PB 2.77

LS 0 90.6

UD 0.670

*

KK RLF21

KM ROUTE LF21 THROUGH LF22 TO CLF22

KM TROPICANA AVENUE

RD 5150 0.011 0.016 0 TRAP 0 50

*

KK LF22

BA 0.457

PB 2.77

LS 0 90.8

UD 0.614

*

KK CLF22

KM COMBINE CLF21 AND LF22

HC 2

*

KK LF23

BA 0.384

PB 2.77

LS 0 87.9

UD 0.330

*

KK RLF23

KM ROUTE LF23 THROUGH LF24 TO CLF24

KM FACILITY = FLAMINGO WASH - MONTESSOURI NORTH STORM DRAIN

KM FACILITY # = FLMN 0025 AND 0000

KM LINING = RCP

RD 2000 0.005 0.013 0 CIRC 6.5

*

KK LF24

BA 0.381

PB 2.77

LS 0 76.8

UD 0.322

*

KK CLF24

KM COMBINE LF23 AND LF24

HC 2

*

KK RCLF24

KM ROUTE CLF24 THROUGH LF25 TO CLF25

KM FACILITY = FLAMINGO WASH - DARBY STORM DRAIN

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

KM LINING = RCP/RCP/RCB/RCP

RD 1350 0.021 0.013 0 CIRC 6.5

*

KK LF25

BA 0.268

PB 2.77

LS 0 86.7

UD 0.398

*

KK CLF25

KM COMBINE CLF24 AND LF25

KO 3

HC 2

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

KK DIDB

KM DESERT INN DETENTION BASIN

KM TAKEN FROM THE FINAL DESIGN NOTEBOOK FOR

KM DESERT INN DETENTION BASIN BY VTN 3/99

KM FACILITY ID-MILE = FLLA 0308

KM STORAGE VOLUME = 62 ACRE-FEET

KM OUTLET = 18" ORIFICE

KM 100-YR DISCHARGE = 29 CFS

KM SPILLWAY LENGTH = 55 FT (BROAD CRESTED WEIR)

KM SPILLWAY CREST ELEVATION = 2372 FT

KM PMF DISCHARGE = 1,560 CFS

KM TOP OF DAM ELEVATION = 2378 FT

KM SV CARDS ADJUSTED BY A FACTOR OF: 1.0

KO 3

RS 1 STOR -1

SV 0 0.28 1.6 4.61 9.51 15.94 23.1 30.47 38 45.69

SV 53.55 61.56

SE 61 62 63 64 65 66 67 68 69 70

SE 71 72

SQ 0 4.6 10.3 13.8 16.6 19 21.1 23 24.8 26.5

SQ 28 29.5

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

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RDIDB

KM ROUTE OUTFLOW FROM DETENTION BASIN TO CLF27

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

KM FACILITY # = FLLA 0306 AND 0254

KM LINING = RCP

RD 2890 0.004 0.013 0 CIRC 7.5

*

KK LF26

BA 0.254

PB 2.77

LS 0 81.0

UD 0.306

*

KK RLF26

KM ROUTE LF26 TO CLF27

KM TWAIN AVENUE

RD 2650 0.019 0.016 0 TRAP 0 50

*

KK LF27

BA 0.256

PB 2.77

LS 0 86.6

UD 0.322

*

KK CLF27

KM COMBINE DIDB, LF26, AND LF27

HC 3

*

KK RCLF27

KM ROUTE CLF27 TO CLF28

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

KM FACILITY # = FLLA 0227 AND 0203

KM LINING = RCP

RD 2700 0.003 0.013 0 CIRC 8

*

KK LF28

BA 0.514

PB 2.77

LS 0 79.9

UD 0.440

*

KK CLF28

KM COMBINE CLF27, AND LF28

HC 2

*

KK RCLF28

KM ROUTE CLF28 TO CLF29

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

KM FACILITY # = FLLA 0104

KM LINING = RCP

RD 5400 0.01 0.013 0 CIRC 9.5

*

KK LF29

BA 0.285

PB 2.77

LS 0 81.2

UD 0.456

*

KK CLF29

KM COMBINE CLF28 AND LF29

HC 2

*

KK RCLF29

KM ROUTE CLF29 TO CLF31

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

KM FACILITY # = FLLA 0076

KM LINING = RCP

RD 1450 0.01 0.013 0 CIRC 9.5

*

KK LF30

BA 0.539

PB 2.77

LS 0 77.0

UD 0.501

*

KK RLF30

KM ROUTE LF30 THROUGH LF31 TO CLF31

KM VARIOUS STREETS, SPRING VALLEY NEIGHBORHOOD

RD 7000 0.009 0.016 0 TRAP 0 50

*

KK LF31

BA 0.355

PB 2.77

LS 0 76.2

UD 0.470

*

KK CLF31

KM COMBINE CLF29, LF30 AND LF31

HC 3

*

KK RCLF31

KM ROUTE CLF31 TO CLF32

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

KM FACILITY # = FLLA 0053, 0041, AND 0000

KM LINING = CONCRETE

RD 3600 0.007 0.015 0 TRAP 20 0

*

KK LF32

BA 0.230

PB 2.77

LS 0 90.5

UD 0.371

*

KK CLF32

KM COMBINE CLF31 AND LF32

HC 2

*

KK RCLF32

KM ROUTE CLF32 TO LF33 (LOWER FLAMINGO DETENTION BASIN)

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

KM FACILITY # = FLLA 0000

KM LINING = CONCRETE

RD 650 0.01 0.015 0 TRAP 20 0

*

KK LF33

BA 0.242

PB 2.77

LS 0 84.2

UD 0.356

*

KK CLF33

KM COMBINE CLF20A, CLF22, CLF32, AND LF33

KM TOTAL INFLOW TO LOWER FLAMINGO DETENTION BASIN

KO 3

HC 4

*

KK LWFLDB

KM LOWER FLAMINGO DETENTION BASIN

KM INFORMATION PER PRE-FINAL DESIGN

KM FACILITY ID-MILE = FLWA 1050

KM STORAGE VOLUME = 222 ACRE-FEET

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

KM 100-YR DISCHARGE = 909 CFS

KM SPILLWAY LENGTH = UNKNOWN (RCC CAP)

KM SPILLWAY CREST ELEVATION = 2254 FT

KM PMF DISCHARGE = 100,000 CFS

KM TOP OF DAM ELEVATION = 2254

RS 1 STOR -1

KO 3

SV 0.0 0.38 1.12 2.53 5.49 11.30 20.73 32.71 45.59 58.94

SV 72.69 86.82 101.33 116.26 133.83 156.26 182.41 210.03 238.12 266.69

SE 2234 2236 2237 2238 2239 2240 2241 2242 2243 2244

SE 2245 2246 2247 2248 2249 2250 2251 2252 2253 2254

SQ 0 100 200 300 400 500 600 700 800 900

SQ 956

SE 2234 2236.69 2238.28 2239.65 2240.87 2242.00 2243.68 2246.09 2248.89 2252.04

SE 2253.98

*

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

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

* STANDARD DETENTION BASIN DIVERSION BLOCK

*

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

*

KK *NO_FLOW

KM ALL FLOW REMOVED

DT *REMOVED

DI 0 100000

DQ 0 100000

*

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

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

*

KK RLFDB

KM ROUTE RLFDB TO CFW2

KM FACILITY = FLAMINGO WASH

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

KM LINING = ARCH CULVERT/RCB/CONCRETE

KM WEIGHTED MANNING NUMBER USED

RD 6210 0.015 0.014 0 TRAP 30 0

*