*DIAGRAM
ID SLATER HANIFAN GROUP
ID OLYMPIA COMPANIES
ID SKYE CANYON
ID MASTER DRAINAGE STUDY 2016 - CCRFCD RTC
ID ULTIMATE DRAINAGE CONDITION - REVISED TO TULE SPRINGS NORTH ENV. DB
ID INCLUDES STORM CENTERING DOWNSTREAM OF DB1, DB2 AND 157DB
ID
ID RETURN PERIOD ------- 100-YEAR
ID DISTRIBUTION -------- 6-HOUR SDN3
ID PROJECT NO. --------- OLY1603.000
ID FILENAME ------------ Ultimate3-StormCenter.H1
ID DATE ---------------- November 2016
ID MODELED BY ---------- SMJ
ID
ID SIX HOUR DEPTH-AREA REDUCTION FACTORS
ID DRAINAGE AREA (MI^2) DARF
ID 0.0-0.49 1.00
ID 0.5-0.99 0.98
ID 1.0-1.99 0.97
ID 2.0-3.99 0.93
ID 4.0-5.99 0.91
ID 6.0-7.99 0.90
ID
IT 5 0 0 2000
IO 5 0 0
IN 5 0 0
JR PREC 1.00 0.98 0.97 0.93 0.91 0.90
*
KK WUS95
KM KYLE CANYON INTERCHANGE - WEST HALF
BA .0133
PB 2.77
PC 0 0.020 0.057 0.070 0.087 0.108 0.124 0.130 0.130 0.130
PC 0.130 0.130 0.130 0.133 0.140 0.142 0.148 0.158 0.172 0.181
PC 0.190 0.197 0.199 0.200 0.201 0.204 0.214 0.229 0.241 0.249
PC 0.251 0.256 0.270 0.278 0.281 0.283 0.295 0.322 0.352 0.409
PC 0.499 0.590 0.710 0.744 0.781 0.812 0.819 0.835 0.851 0.856
PC 0.860 0.868 0.876 0.888 0.910 0.926 0.937 0.950 0.970 0.976
PC 0.982 0.985 0.987 0.989 0.990 0.993 0.993 0.994 0.995 0.998
PC 0.998 0.999 1.000
LS 0 98.0
UD 0.082
*
KKDHD01B
KM FACILITY E-9
KM FLOW SPLIT AT VTN CULVERT 1
KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
DTDCHD1B
DI 0 133 187 250
DQ 0 120 135 150
*
KKDHD02B
KM FACILITY E-10
KM FLOW SPLIT AT VTN CULVERT 2
KM FLOW SPLITS TO BETWEEN NB AND SB ROADS OF US-95
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
DTDCHD2B
DI 0 100 138
DQ 0 99 135
*
KKWML15A
KM WEST BASIN, WEST OF SKYE PARK DRIVE
BA .0193
PB 2.93
LS 0 95.0
UD 0.084
*
KK WSPD1
KM WEST BASIN, SKYE PARK DRIVE
BA .0011
PB 2.93
LS 0 98.0
UD 0.055
*
KK WC1
KM FAR NW OF IRON MT/GRAND CANYON INTERSECTION
KM COMBINE WML15A, WSPD1
HC 2
*
KK WIRN4
KM WEST BASIN, IRN MT ROAD
BA .0042
PB 2.93
LS 0 98.0
UD 0.079
*
KKWMLA1A
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0101
PB 2.93
LS 0 95.0
UD 0.093
*
KK WC2
KM NW OF IRON MT/GRAND CANYON INTERSECTION
KM COMBINE WC1, WIRN4, WMLA1A
HC 3
*
KKWGED1B
KM WEST BASIN, WEST OF US95
BA .0179
PB 2.93
LS 0 94.0
UD 0.113
*
KK WIRN5
KM WEST BASIN, WEST OF US95
BA .0012
PB 2.93
LS 0 98.0
UD 0.050
*
KK WC3
KM W OF IRON MT/US95 INTERSECTION
KM COMBINE WC2, WGED1B, WIRON5
HC 3
*
KK OFFW
BA .0122
PB 2.77
LS 0 92.0
UD .089
*
KKCHD04B
HC 3
*
KK WPRK7
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0046
PB 2.93
LS 0 84.0
UD 0.113
*
KKWMLA1B
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0187
PB 2.93
LS 0 95.0
UD 0.103
*
KK WMLA2
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0476
PB 2.93
LS 0 95.0
UD 0.137
*
KK WGRC2
KM WEST BASIN, GRAND CANYON DRIVE
BA .0041
PB 2.93
LS 0 98.0
UD 0.075
*
KK WC4
KM W OF IRON MT/US95 INTERSECTION
KM COMBINE WPRK7, WMLA1B, WMLA2, WGRC2
HC 4
*
KK WMLA3
KM WEST BASIN, WEST OF US95
BA .0180
PB 2.93
LS 0 95.0
UD 0.104
*
KK WC5
KM W OF IRON MT/US95 INTERSECTION
HC 2
*
KKCHD05B
KM DISCHARGE DIRECTLY INTO EXISTING US-95 INTERIM MPU FACILITY
HC 2
*
KK WML16
KM WEST BASIN, WEST OF SKYE PARK DRIVE
BA .0346
PB 2.93
LS 0 95.0
UD 0.118
*
KK WSPD3
KM WEST BASIN, SKYE PARK DRIVE
BA .0014
PB 2.93
LS 0 98.0
UD 0.072
*
KK WC6
KM N OF SKYE CANYON PARK/SKYE PARK INTERSECTION
KM COMBINE WML16, WSPD3
HC 2
*
KK WL9A
KM WEST BASIN, WEST OF SKYE PARK DRIVE
BA .0284
PB 2.93
LS 0 92.0
UD 0.118
*
KK WL10A
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0267
PB 2.93
LS 0 92.0
UD 0.125
*
KK WSCP4
KM WEST BASIN, SKYE CANYON PARK DRIVE
BA .0122
PB 2.93
LS 0 98.0
UD 0.103
*
KK WC7
KM W OF SKYE CANYON PARK/GRAND CANYON INTERSECTION
KM COMBINE WC6, WL9A, WL10A, WSCP4
HC 4
*
KK WGC3
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0476
PB 2.93
LS 0 95.0
UD 0.099
*
KKWGRC1A
KM WEST BASIN, GRAND CANYON DRIVE
BA .0020
PB 2.93
LS 0 98.0
UD 0.111
*
KKWML15B
KM WEST BASIN, WEST OF SKYE PARK DRIVE
BA .0175
PB 2.93
LS 0 95.0
UD 0.102
*
KK WSPD2
KM WEST BASIN, SKYE PARK DRIVE
BA .0012
PB 2.93
LS 0 98.0
UD 0.050
*
KK WC8
KM COMBINE WML15B, WSPD2
HC 2
*
KK WC9
KM FAR N OF SKYE CANYON PARK/GRAND CANYON INTERSECTION
KM COMBINE WC7, WC8, WGRC1A, WGC3
HC 4
*
KK OFF14
BA .0145
PB 2.77
LS 0 94.7
UD 0.108
*
KKCHD06B
KM ACCOUNTS FOR DIRECT CONNECTION FROM CHD05B TO US-95 INTERIM MPU FACILITY
HC 3
*
KK 95-9A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0110
PB 2.77
LS 0 94.7
UD 0.095
*
KKCHD07B
KM COMBINE CHD06B, 95-9A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
HC 2
*
KK OFF15
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0348
PB 2.77
LS 0 94.7
UD 0.108
*
KKCHD7B2
KM COMBINE CHD07B, OFF15
KM COMBINE FLOWS IN MPU FACILITY
KM REVISED FROM GCW MASTER DRAINAGE STUDY
HC 2
*
KKOFF17B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
KM ADDED FROM HORSE INTERCHANGE MODEL
BA .0080
PB 2.773
LS 0 92.1
UD 0.069
*
KKOFF17A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
KM ADDED FROM HORSE INTERCHANGE MODEL
BA .0305
PB 2.773
LS 0 92.1
UD 0.104
*
KKCOFF17
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
KM ADDED FROM HORSE INTERCHANGE MODEL
KM COMBINE OFF17A, OFF17B
KM CULVERT AT BASIN OFF24B
HC 2
*
KK ON1
KM START CENTENNIAL POINT HEC-1 DATA
BA .0042
PB 2.86
LS 0 91.2
UD 0.085
*
KK ON4A
BA .0045
LS 0 91.2
UD 0.077
*
KK C1
KM COMBINE ON1 AND ON4A
HC 2
*
KK D1
KM DIVERT FLOW INTO BASIN ON6
DT DIV1
DI 0 16
DQ 0 13
*
KK ON5
BA .0052
LS 0 91.2
UD 0.080
*
KK C2
KM COMBINE C1 AND ON5
HC 2
*
KK D1A
KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
DT DIV1A
DI 0 50
DQ 0 50
*
KK ON4B
BA .0031
LS 0 91.2
UD 0.085
*
KK RET1
KM RETRIEVE FLOW FROM D1
DR DIV1
*
KK ON6
BA .0039
LS 0 91.2
UD 0.074
*
KK C3
KM COMBINE RET1 AND ON6
HC 2
*
KK D1B
KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
DT DIV1B
DI 0 50
DQ 0 50
*
KK ON2
BA .0050
LS 0 91.2
UD 0.080
*
KK ON3
BA .0063
LS 0 91.5
UD 0.079
*
KK ON9
BA .0045
LS 0 91.4
UD 0.096
*
KK C4
KM COMBINE ON2, ON3 AND ON9
HC 3
*
KK D2
KM DIVERT FLOW INTO BASIN ON8
DT DIV2
DI 0 29
DQ 0 24
*
KK ON10
BA .0025
LS 0 91.5
UD 0.071
*
KK C5
KM COMBINE C4 AND ON10
HC 2
*
KK D3
KM DIVERT FLOW INTO BASIN ON7
DT DIV3
DI 0 10
DQ 0 8
*
KK ON11
BA .0025
LS 0 91.5
UD 0.067
*
KK C6
KM COMBINE C5 AND ON11
HC 2
*
KK D1C
KM DIVERT FLOW FOR LATER USE IN HEC-1 RUN
DT DIV1C
DI 0 50
DQ 0 50
*
KK CD1C
KM COMBINE D1A, ON4B, D1B AND D1C
KM PICK UP AT OFF23
HC 4
*
KK RCD1C
KM ROUTE CD1C TO BASIN OFF23
RK 2640 0.0346 0.02 TRAP 100 2
*
KKDRCD1C
KM DIVERT FLOW TO BASIN OFF23
DTDOFF23
DI 0 50 100
DQ 0 50 100
*
KK ON8
BA .0042
LS 0 83.5
UD 0.074
*
KK RET2
KM RETRIEVE FLOW FROM D2
DR DIV2
*
KK C7
KM COMBINE ON11 AND RET2
HC 2
*
KK RET3
KM RETRIEVE FLOW FROM D3
DR DIV3
*
KK ON7
BA .0073
LS 0 91.3
UD 0.077
*
KK C8
KM COMBINE C7, RET3 AND ON7
HC 3
*
KK RET1A
KM RETRIEVE FLOW FROM D1A IN TEE PEE
DR DIV1A
*
KK RET1B
KM RETRIEVE FLOW FROM D1B IN TEE PEE
DR DIV1B
*
KK RET1C
KM RETRIEVE FLOW FROM D1C IN TEE PEE
DR DIV1C
*
KK C9
KM COMBINE C8, RET1A, RET1B, RET1C IN TEE PEE
KM END CENTENNIAL POINT HEC-1 DATA
HC 3
*
KK ON2D
KM START GRAND CANYON APARTMENTS HEC-1 DATA
BA .0105
PB 2.90
LS 0 95
UD 0.094
*
KK ON5D
BA .0038
LS 0 95
UD 0.067
*
KK CP1
KM COMBINE ON2D AND ON5D
HC 2
*
KK ON3D
BA .0036
LS 0 95
UD 0.084
*
KK CP2
KM COMBINE CP1 AND ON3D
HC 2
*
KK ON1D
BA .0075
LS 0 95
UD 0.079
*
KK ON4D
BA .0041
LS 0 95
UD 0.096
*
KK CP3
KM COMBINE ON1D AND ON4D
HC 2
*
KK CP4
KM COMBINE CP2 AND CP3
KM END GRAND CANYON APARTMENTS HEC-1 DATA
HC 2
*
KKCENGCA
KM COMBINE DRCD1C, C9, CP4
KM CD1C IS DIVERSION OF FLOW ON TEE PEE FROM CENTENNIAL POINT
KM CP4 AND C9 ARE ENDING OF THE APARTMENT COMPLEX AND DEVELOPMENT
HC 4
*
KK WML9
KM WEST BASIN, WEST OF EGAN CREST DRIVE
BA .0257
PB 3.00
LS 0 94.9
UD 0.083
*
KK WPRK5
KM WEST BASIN, WEST OF EGAN CREST DRIVE
BA .0031
PB 3.00
LS 0 84.0
UD 0.064
*
KK WC10A
KM FAR W OF EAGLE CANYON/EGAN CREST INTERSECTION
KM COMBINE WML9, WPRK5
HC 2
*
KK WEGL1
KM WEST BASIN, EAGLE CANYON AVE
BA .0052
PB 3.00
LS 0 98.0
UD 0.083
*
KK WL4B
BA .0140
PB 3.00
LS 0 92.0
UD 0.093
*
KK WC10B
KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
HC 3
*
KK WML10
KM WEST BASIN, WEST OF EGAN CREST DRIVE
BA .0181
PB 3.00
LS 0 95.0
UD 0.092
*
KK WEGN3
KM WEST BASIN, EGAN CREST DRIVE
BA .0051
PB 3.00
LS 0 98.0
UD 0.136
*
KK WML11
KM WEST BASIN, WEST OF EGAN CREST DRIVE
BA .0448
PB 3.00
LS 0 92.7
UD 0.121
*
KK WC11
KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
KM COMBINE WML10, WEGN3, WML11
HC 3
*
KK WC12
KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
KM COMBINE WC10B, WC11
HC 2
*
KK WL6B
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0165
PB 3.00
LS 0 92.0
UD 0.106
*
KK WL7
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0180
PB 3.00
LS 0 92.0
UD 0.095
*
KK WML13
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0256
PB 3.00
LS 0 95.0
UD 0.117
*
KK WEGL2
KM WEST BASIN, EAGLE CANYON AVE
BA .0051
PB 3.00
LS 0 98.0
UD 0.072
*
KK WC13
KM W OF EAGLE CANYON/EGAN CREST INTERSECTION
KM COMBINE WC12, WL6B, WL7, WML13, WEGL2
HC 5
*
KK WML14
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0300
PB 3.00
LS 0 95.0
UD 0.111
*
KK WL8
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0272
PB 3.00
LS 0 92.0
UD 0.128
*
KK WSKV3
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0066
PB 2.93
LS 0 98.0
UD 0.100
*
KK WSKV4
KM WEST BASIN, SKY VILLAGE ROAD
BA .0070
PB 3.00
LS 0 98.0
UD 0.099
*
KK WC14
KM E OF EAGLE CANYON/EGAN CREST INTERSECTION
KM COMBINE WC13, WML14, WL8, WSKV3, WSKV4
HC 5
*
KK WL9B
KM WEST BASIN, WEST OF SKY PARK DRIVE
BA .0224
PB 2.93
LS 0 92.0
UD 0.116
*
KK WSPD4
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0036
PB 2.93
LS 0 98.0
UD 0.095
*
KK WC15
KM N OF EAGLE CANYON/SKY PARK DRIVE INTERSECTION
KM COMBINE WL9B, WSPD4
HC 2
*
KK WL11
KM WEST BASIN, WEST OF MOUNTAIN LANDING STREET
BA .0573
PB 2.93
LS 0 92.0
UD 0.131
*
KK WPRK8
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0027
PB 2.93
LS 0 84.0
UD 0.077
*
KK WPRK9
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0007
PB 2.93
LS 0 84.0
UD 0.069
*
KK WMTL1
KM WEST BASIN, MOUNTAIN LANDING STREET
BA .0020
PB 2.93
LS 0 98.0
UD 0.069
*
KK WC16
KM S OF EAGLE CANYON/MOUNTAIN LANDING INTERSECTION
KM COMBINE WL11, WPRK8, WPRK9, WMTL1
HC 4
*
KK WEGL3
KM WEST BASIN, EAGLE CANYON AVE
BA .0075
PB 3.00
LS 0 98.0
UD 0.098
*
KK WL10B
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0286
PB 2.93
LS 0 92.0
UD 0.139
*
KK WC17
KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION
KM COMBINE WC14, WC15, WC16, WEGL3, WL10B
HC 5
*
KK WL12
KM WEST BASIN, WEST OF GRAND CANYON DRIVE
BA .0490
PB 2.93
LS 0 92.0
UD 0.119
*
KKWGRC1B
KM WEST BASIN, GRAND CANYON DRIVE
BA .0050
PB 2.93
LS 0 98.0
UD 0.163
*
KK WC18
KM W OF EAGLE CANYON/GRAND CANYON INTERSECTION
KM COMBINE WC17, WL12, WGRC1B
HC 3
*
KK CCP4
HC 2
*
KKOFF21B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
KM BASIN IS DEVELOPED, CHECK FOR REFERENCE MATERIAL
BA .0414
PB 2.775
LS 0 95
UD 0.110
*
KKCOF21B
KM COMBINE OFF21B WITH FLOW FROM CENTENNIAL POINT AND GRAND CANYON APTS
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
HC 2
*
KKROFF23
KM RETRIEVE FLOW FROM DIVOFF23
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
DRDOFF23
*
KK OFF23
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0091
PB 2.787
LS 0 95
UD 0.109
*
KKCOFF23
KM COMBINE OFF23, DOFF23
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
HC 2
*
KK OFFU
BA .0398
PB 2.93
LS 0 94.8
UD 0.118
*
KKCPCULV
HC 5
*
KKNW29-C
KM REFERENCED FROM 2008 MPU
BA 0.132
PB 3.00
LS 0 92.4
UD 0.214
*
KKRNW29C
KMROUTE NW29-C TO CNW71-W
KMFACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH
KMFACILITY ID-MILE = CNGT 0118
KMLINING = ARCH CON
KM REFERENCED FROM 2008 MPU
RD 2100 0.037 0.015 0 TRAP 6 0
*
KKNW71-W
KM REFERENCED FROM 2008 MPU
BA 0.104
PB 2.92
LS 0 92.5
UD 0.206
*
KKCNW71W
KMCOMBINE RNW29C AND NW71-W
KMCENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ HUALAPAI
KM REFERENCED FROM 2008 MPU
HC 2
*
KKRCNW71-W
KMROUTE CNW71-W TO CNW71-E
KMFACILITY = CENTENNIAL PARKWAY CHANNEL WEST/GRAND TETON BRANCH
KMFACILITY ID-MILE = CNGT 0000,0043
KMLINING = RCB
KM REFERENCED FROM 2008 MPU
RD 6270 0.030 0.015 0 TRAP 6 0
*
KKNW71-E
KM REFERENCED FROM 2008 MPU
BA 0.238
PB 2.85
LS 0 88.3
UD 0.293
*
KKCNW71E
KMCOMBINE NW71-E AND RCNW71-W
KMCENTENNIAL PKWY CHANNEL WEST/GRAND TETON BRANCH @ US 95
KM REFERENCED FROM 2008 MPU
HC 2
*
KK WGRT1
KM WEST BASIN, GRAND TETON DRIVE
BA .0183
PB 3.00
LS 0 98.0
UD 0.256
*
KK 95STH
KM FLOW CONVEYED SOUTH IN US-95 AT GRAND TETON
KM FLOW CONVEYED IN FACILITY ID = CN95 0167
HC 3
*
KKNW21-C
KM PROPOSED ULTIMATE CONDITION MPA BASIN
BA .1552
PB 3.00
LS 0 92.0
UD 0.199
*
KKRCNW21-C
KMROUTE CNW21-C TO CNW35-C
KMFACILITY =MOCCASIN AND KYLE CANYON ROAD
KMFACILITY ID-MILE = MOKC
KMLINING = RCB
KMREVISED FROM 2008 MPU
RD 5450 0.0339 0.015 0 TRAP 20 0
*
KKNW35-C
KM PROPOSED ULTIMATE CONDITION MPA BASIN
BA .3447
PB 2.93
LS 0 90.5
UD 0.291
*
KKWPRK10
KM OFFICER IGOR SOLDO MEMORIAL PARK
BA .0157
PB 2.77
LS 0 84.0
UD 0.114
*
KKCNW35C
KM COMBINE NW35-C AND CNW21-C
HC 3
*
KK WSHP3
KM WEST BASIN, SHEEP MT ROAD
BA .0163
PB 3.00
LS 0 94.0
UD 0.110
*
KK WPF2
KM WEST BASIN, WEST OF SHEEP MT
BA .0048
PB 3.00
LS 0 94.0
UD 0.074
*
KK WC19
KM FAR N OF GRAND TETON/SHEEP MT INTERSECTION
HC 2
*
KK WPF5
KM WEST BASIN, WEST OF SHAUMBER RD
BA .0006
PB 3.00
LS 0 86.0
UD 0.052
*
KK WML2
KM WEST BASIN, WEST OF SHAUMBER ROAD
BA .0428
PB 3.00
LS 0 93.5
UD 0.142
*
KK WSHA5
KM WEST BASIN, SHAUMBER ROAD
BA .0037
PB 3.00
LS 0 98.0
UD 0.086
*
KK WC20
KM S OF EAGLE CANYON/SHAUMBER INTERSECTION
KM COMBINE WPF5, WML2, WSHA5
HC 3
*
KK WARR4
KM WEST BASIN, WEST OF SHAUMBER ROAD
BA .0020
PB 3.00
LS 0 88.0
UD 0.100
*
KK WPF4
BA .0090
PB 3.00
LS 0 94.0
UD 0.087
*
KK WSHA4
BA .0022
PB 3.00
LS 0 98.0
UD 0.051
*
KK WC21
KM S OF SHAUMBER SPLIT INTERSECTION
HC 5
*
KK WL4A
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0125
PB 3.00
LS 0 92.0
UD 0.106
*
KK WL5A
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0170
PB 3.00
LS 0 92.0
UD 0.099
*
KK WL5B
BA .0059
PB 3.00
LS 0 92.0
UD 0.085
*
KK WC22A
HC 3
*
KK WPRK4
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0016
PB 3.00
LS 0 84.0
UD 0.067
*
KK WARR5
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0100
PB 3.00
LS 0 90.0
UD 0.100
*
KK WC22
KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION
HC 4
*
KK WML8
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0161
PB 3.00
LS 0 95.0
UD 0.093
*
KK WPF6
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0016
PB 3.00
LS 0 94.0
UD 0.050
*
KK WEGN1
KM WEST BASIN, EGAN CREB DRIVE
BA .0007
PB 3.00
LS 0 98.0
UD 0.050
*
KK WEGN2
KM WEST BASIN, EGAN CREB DRIVE
BA .0007
PB 3.00
LS 0 98.0
UD 0.050
*
KK WC23
KM FAR S OF SKYE CANYON PARK/EGAN CREB INTERSECTION
KM COMBINE WC22, WML8, WPF6, WEGN1, WEGN2
HC 5
*
KK WARR6
KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
BA .0038
PB 3.00
LS 0 88.0
UD 0.100
*
KK WPF7
KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
BA .0071
PB 3.00
LS 0 94.0
UD 0.097
*
KK WL6A
KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
BA .0096
PB 3.00
LS 0 92.0
UD 0.092
*
KK WC24
KM FAR E OF SKYE CANYON PARK/EGAN CREB INTERSECTION
KM COMBINE WC23, WPF7, WARR6, WL6A
HC 4
*
KK WSCP2
KM WEST BASIN, SKYE CANYON PARK DRIVE
BA .0047
PB 3.00
LS 0 98.0
UD 0.063
*
KK WPRK3
KM WEST BASIN, WEST OF EGAN CREB DRIVE
BA .0028
PB 3.00
LS 0 84.0
UD 0.070
*
KK WC25
KM N OF SKYE CANYON PARK/EGAN CREB INTERSECTION
HC 2
*
KK WPRK6
KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
BA .0207
PB 3.00
LS 0 84.0
UD 0.121
*
KK WSCP3
KM WEST BASIN, SKYE CANYON PARK DRIVE
BA .0055
PB 3.00
LS 0 98.0
UD 0.074
*
KK WC26
KM W OF SKY CANYON PARK/SKYE VILLAGE INTERSECTION
KM COMBINE WC24, WC25, WWPRK6, WSCP3
HC 4
*
KK WML7
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0291
PB 3.00
LS 0 95.0
UD 0.100
*
KK WSKV2
KM WEST BASIN, SKYE VILLAGE ROAD
BA .0100
PB 3.00
LS 0 90.0
UD 0.081
*
KK WC27
KM S OF SPD2/SKYE CANYON VILLAGE INTERSECTION
KM COMBINE WC26, WML7, WSKV2
HC 3
*
KK WL1B
KM WEST BASIN, WEST OF SHEEP MT ROAD
BA .0437
PB 3.00
LS 0 92.0
UD 0.109
*
KK WARR1
KM WEST BASIN, WEST OF SHEEP MT ROAD
BA .0056
PB 3.00
LS 0 88.0
UD 0.100
*
KK WSHP2
KM WEST BASIN, SHEEP MT ROAD
BA .0146
PB 3.00
LS 0 94.0
UD 0.148
*
KK WC28
KM FAR S OF IRON MT/SHEEP MT INTERSECTION
KM COMBINE WL1B, WARR1, WSHP3
HC 3
*
KK WPF3
BA .0072
PB 3.00
LS 0 94.0
UD 0.050
*
KKWSHA3A
BA .0010
PB 3.00
LS 0 98.0
UD 0.050
*
KK WC29
HC 2
*
KK WSCH2
BA .0180
PB 3.00
LS 0 91.0
UD 0.069
*
KKWSHA3B
BA .0026
PB 3.00
LS 0 98.0
UD 0.089
*
KK WC30
HC 3
*
KK WSCP1
BA .0024
PB 3.00
LS 0 98.0
UD 0.066
*
KK WC31
HC 2
*
KK WML1
KM WEST BASIN, WEST OF SHAUMBER ROAD
BA .0282
PB 3.00
LS 0 92.0
UD 0.103
*
KK WSHA2
KM WEST BASIN, SHAUMBER ROAD
BA .0024
PB 3.00
LS 0 88.0
UD 0.061
*
KK WC32
HC 3
*
KK WARR2
KM WEST BASIN, WEST OF SHAUMBER ROAD
BA .0044
PB 3.00
LS 0 88.0
UD 0.100
*
KK WC33
HC 3
*
KK WARR3
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0110
PB 3.00
LS 0 88.0
UD 0.125
*
KK WML5
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0427
PB 3.00
LS 0 95.0
UD 0.126
*
KK WML6
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0321
PB 3.00
LS 0 95.0
UD 0.107
*
KK WC34
KM FAR N OF SKYE CANYON PARK/SKYE VILLAGE INTERSECTION
KM COMBINE WC33, WARR3, WML5, WML6
HC 4
*
KK WC35
KM N OF SPD2/SKYE CANYON VILLAGE INTERSECTION
KM COMBINE WC27, WC34
HC 2
*
KK WL2
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0245
PB 3.00
LS 0 92.0
UD 0.104
*
KK WPRK2
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0050
PB 3.00
LS 0 84.0
UD 0.128
*
KK WC36
KM FAR S OF IRON MT/SKY VILLAGE RD INTERSECTION
KM COMBINE WL2, WPRK2
HC 2
*
KKWSKV1B
KM WEST BASIN, SKYE VILLAGE ROAD
BA .0054
PB 3.00
LS 0 98.0
UD 0.123
*
KK WL3
KM WEST BASIN, WEST OF SKY VILLAGE ROAD
BA .0390
PB 3.00
LS 0 92.0
UD 0.125
*
KK WC37
KM S OF IRON MT/SKYE VILLAGE RD INTERSECTION
KM COMBINE WC35, WC36, WSKV1B, WL3
HC 4
*
KK WPRK1
KM WEST BASIN, WEST OF SHEEP MT ROAD
BA .0037
PB 3.00
LS 0 84.0
UD 0.070
*
KK WIRN1
KM WEST BASIN, IRON MT ROAD
BA .0009
PB 3.00
LS 0 98.0
UD 0.050
*
KK WL1A
KM WEST BASIN, WEST OF SHEEP MT ROAD
BA .0465
PB 3.00
LS 0 92.0
UD 0.142
*
KK WC38
KM W OF SHEEP MT/IRON MT INTERSECTION
HC 3
*
KK WSHP1
KM WEST BASIN, SHEEP MT ROAD
BA .01000
PB 3.00
LS 0 94.0
UD 0.125
*
KK WC39
KM S OF IRON MT/SHAUMBER INTERSECTION
KM COMBINE WL1A, WSHP1
HC 2
*
KK WIRN2
KM WEST BASIN, IRON MT ROAD
BA .0034
PB 3.00
LS 0 98.0
UD 0.097
*
KK WSCH1
KM WEST BASIN, WEST OF SHAUMBER ROAD
BA .0615
PB 3.00
LS 0 91.0
UD 0.125
*
KK WSHA1
KM WEST BASIN, SHAUMBER ROAD
BA .0036
PB 3.00
LS 0 88.0
UD 0.100
*
KK WC40
KM S OF IRON MT/SHAUMBER INTERSECTION
KM COMBINE WSCH1, WSHA1
HC 2
*
KK WML3
KM WEST BASIN, WEST OF SKYE VILLAGE ROAD
BA .0270
PB 3.00
LS 0 95.0
UD 0.097
*
KK WC41
KM FAR E OF IRON MT/SHAUMBER INTERSECTION
KM COMBINE WC39, WC40, WIRN2, WML3
HC 4
*
KK WIRN3
KM WEST BASIN, IRON MT ROAD
BA .0020
PB 3.00
LS 0 98.0
UD 0.071
*
KK WML4
KM WEST BASIN, SKYE VILLAGE ROAD
BA .0393
PB 3.00
LS 0 95.0
UD 0.112
*
KK WC42
KM W OF IRON MT/SKYE VILLAGE INTERSECTION
KM COMBINE WC41, WIRN3, WML4
HC 3
*
KK WC43
KM N OF IRON MT/SKYE VILLAGE RD INTERSECTION
KM COMBINE WC37, WC42
HC 2
*
KKWSKV1A
KM WEST BASIN, SKYE VILLAGE ROAD
BA .0021
PB 3.00
LS 0 98.0
UD 0.093
*
KK WC44A
KM S OF OSO BLANCA/SKYE VILLAGE RD INTERSECTION
KM COMBINE WC43, SKV1A
HC 2
*
KK WGC2
KM WEST BASIN, WEST OF US95
BA .0130
PB 2.93
LS 0 92.0
UD 0.107
*
KK WOSO1
KM WEST BASIN, OSO BLANCA ROAD
BA .0034
PB 2.93
LS 0 98.0
UD 0.067
*
KKWGED1A
KM WEST BASIN, WEST OF US95
BA .0444
PB 2.93
LS 0 92.4
UD 0.133
*
KK WC44B
KM W OF OSO BLANCA/US95 INTERSECTION
KM COMBINE CNW35C, WC44A, WGC2, WOSO1, WGED1A
HC 5
*
KKNW50-C
KM PROPOSED ULTIMATE CONDITION MPA BASIN
BA .1677
PB 2.92
LS 0 87.8
UD 0.179
*
KK WGC1
KM WEST BASIN, WEST OF US95
BA .0130
PB 2.93
LS 0 92.0
UD 0.091
*
KK WC44C
HC 2
*
KKRETC1B
KM RETRIEVE FLOW FROM VTN CULVERT 1
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
DRDCHD1B
*
KK EUS95
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0139
PB 2.77
LS 0 98.0
UD 0.066
*
KK 95-4A
KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
BA .0077
PB 2.77
LS 0 92.6
UD 0.083
*
KK 95-4B
KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
BA .0073
PB 2.77
LS 0 92.6
UD 0.082
*
KK EC1
KM E OF LOG CABIN/US95 INTERSECTION
HC 6
*
KK ELOG1
KM EAST BASIN, LOG CABIN WAY
BA .0053
PB 2.77
LS 0 98.0
UD 0.071
*
KK EPRK2
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0025
PB 2.77
LS 0 69.0
UD 0.122
*
KK EC2
KM W OF LOG CABIN/TEE PEE INTERSECTION
KM COMBINE EC1, ELOG1, EPRK2
HC 3
*
KK EAA1B
KM EAST BASIN, WEST OF US95
BA .0624
PB 2.93
LS 0 92.0
UD 0.141
*
KK ETP1B
KM EAST BASIN, TEE PEE LANE
BA .0015
PB 2.77
LS 0 98.0
UD 0.063
*
KK EC3
KM N OF KYLE CANYON/TEE PEE INTERSECTION
KM COMBINE EAA1B, ETP1B
HC 2
*
KK ESKY1
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0053
PB 2.77
LS 0 98.0
UD 0.125
*
KK EPF1
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0067
PB 2.77
LS 0 86.0
UD 0.115
*
KK EC4
KM W OF KYLE CANYON/TEE PEE INTERSECTION
KM COMBINE ESKY1, EPF1
HC 2
*
KK ETP2
KM EAST BASIN, TEE PEE LANE
BA .0018
PB 2.77
LS 0 98.0
UD 0.072
*
KK EMLA1
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0295
PB 2.77
LS 0 92.0
UD 0.105
*
KK EC5
KM N OF LOG CABIN/TEE PEE INTERSECTION
KM COMBINE EC3, EC4, ETP2, EMLA1
HC 4
*
KK EC6
KM E OF LOG CABIN/TEE PEE INTERSECTION
KM COMBINE EC2, EC5
HC 2
*
KK EL1
KM EAST BASIN, WEST OF FORT APACHE
BA .0390
PB 2.77
LS 0 87.0
UD 0.152
*
KK ELOG2
KM EAST BASIN, LOG CABIN
BA .0055
PB 2.77
LS 0 98.0
UD 0.079
*
KK EC7
KM FAR W OF LOG CABIN/FORT APACHE INTERSECTION
KM COMBINE EC7B, EL1, ELOG2
HC 3
*
KK EL5A
KM EAST BASIN, WEST OF FORT APACHE
BA .0236
PB 2.77
LS 0 87.0
UD 0.130
*
KK ELOG3
KM EAST BASIN, LOG CABIN WAY
BA .0027
PB 2.77
LS 0 98.0
UD 0.079
*
KK EPRK1
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0016
PB 2.77
LS 0 69.0
UD 0.122
*
KK EC8
KM W OF LOG CABIN/FORT APACHE INTERSECTION
KM COMBINE EC7, EML1A, ELOG3, EPRK1
HC 4
*
KKRETC2B
KM RETRIEVE FLOW FROM VTN CULVERT 2
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
DRDCHD2B
*
KK 95-5A
KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
BA .0063
PB 2.77
LS 0 92.6
UD 0.075
*
KK 95-5B
KM US95 BASIN BETWEEN LOG CABIN AND IRON MOUNTAIN
BA .0059
PB 2.77
LS 0 92.6
UD 0.073
*
KK 95-6A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0104
PB 2.77
LS 0 92.8
UD 0.091
*
KK 95-6B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0074
PB 2.77
LS 0 89.5
UD 0.082
*
KK EC9A
HC 5
*
KK EML3A
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0293
PB 2.77
LS 0 94.1
UD 0.128
*
KK ETP4
KM EAST BASIN, TEE PEE LANE
BA .0013
PB 2.77
LS 0 98.0
UD 0.064
*
KK EC9B
KM N OF IRON MT/TEE PEE INTERSECTION
HC 3
*
KK EIRN1
KM EAST BASIN, IRON MT ROAD
BA .0016
PB 2.77
LS 0 98.0
UD 0.068
*
KK ES1
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0173
PB 2.77
LS 0 92.7
UD 0.109
*
KK EC10
KM N OF IRON MT/FORT APACHE INTERSECTION
KM COMBINE EC9B, EIRN1, ES1
HC 3
*
KK FTNOR
KM FLOW SPLIT AT IRON MOUNTAIN/FORT APACHE
KM DIVERT FLOW EAST IN IRON MOUNTAIN ROAD
KM MATCH CLV NWNS
DTIREAST
DI 0 98 235 500
DQ 0 98 235 235
*
KK EL6
KM EAST BASIN, WEST OF FORT APACHE
BA .0567
PB 2.77
LS 0 87.0
UD 0.186
*
KK EFA4
KM EAST BASIN, FORT APACHE
BA .0030
PB 2.77
LS 0 98.0
UD 0.106
*
KK EC11
KM S OF OHARE/FORT APACHE INTERSECTION
KM COMBINE EC10, EML2, EFA4
HC 3
*
KK EGC1
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0412
PB 2.77
LS 0 92.0
UD 0.149
*
KK ETP3
KM EAST BASIN, TEE PEE LANE
BA .0100
PB 2.77
LS 0 90.0
UD 0.100
*
KK EC12
KM FAR S OF LOG CABIN/TEE PEE INTERSECTION
KM COMBINE EGC1, ETP3
HC 2
*
KK EL3
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0412
PB 2.77
LS 0 87.0
UD 0.170
*
KK EOHR2
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0010
PB 2.77
LS 0 98.0
UD 0.083
*
KK EPRK3
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0031
PB 2.77
LS 0 69.0
UD 0.125
*
KK EC13
KM S OF OHARE/TEE PEE INTERSECTION
KM COMBINE EC12, EL3, EOHR2, EPRK3
HC 4
*
KK EL4
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0335
PB 2.77
LS 0 87.0
UD 0.142
*
KK EL2
KM EAST BASIN, WEST OF FORT APACHE
BA .0338
PB 2.77
LS 0 87.0
UD 0.119
*
KK EOHR1
KM EAST BASIN, OHARE ROAD
BA .0028
PB 2.77
LS 0 98.0
UD 0.052
*
KK EC14
KM W OF OHARE/FORT APACHE INTERSECTION
KM COMBINE EC13, EL4, EL2, EOHR1
HC 4
*
KK EC15
HC 2
*
KK RFTLC
KM DIVERT FLOW SPLIT INTO O'HARE ROAD
DT OHARE
DI 0 47 5000
DQ 0 47 47
*
KK EFA3
KM EAST BASIN, FORT APACHE ROAD
BA .0025
PB 2.77
LS 0 98.0
UD 0.104
*
KK EL5B
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0132
PB 2.77
LS 0 87.0
UD 0.120
*
KK EC16
KM S OF OHARE/FORT APACHE INTERSECTION
HC 3
*
KK EFA2
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0017
PB 2.77
LS 0 98.0
UD 0.089
*
KK EAA2
KM EAST BASIN, WEST OF FORT APACHE ROAD
BA .2776
PB 2.77
LS 0 92.0
UD 0.274
*
KK EC17
KM FAR N OF LOG CABIN/FORT APACHE INTERSECTION
KM COMBINE ESCP2, EAA2
HC 2
*
KK EC18
KM E OF OHARE/FORT APACHE INTERSECTION
KM COMBINE EC8, EC16, EC17
HC 3
*
KKNW102-C
BA 0.200
PB 2.77
LS 0 94.7
UD 0.295
*
KK LOGDB
HC 2
*
KKDB-OFF
KM NEW LOG CABIN REGIONAL DB
RS 1 VOL -1
KO 1
SV 0 120 530
SE 0 5 9
SQ 0 39 68 87 103 117 129 141
SE 0 3 4 5 6 7 8 9
*
KKNW129-C
BA 0.145
PB 2.77
LS 0 83.9
UD 0.288
*
KKCNW129
HC 2
*
KK RTULE
KM DIVERT FLOW SPLIT TO BRENT LANE AND SOUTH TULE DB
DT DBRDB
DI 0 55 141 5000
DQ 0 0 43 43
*
KKNW116-C
BA 0.125
PB 2.77
LS 0 81.1
UD 0.254
*
KKRNW116-C
KMROUTE NW116-C TO CNW128
RD 5800 0.013 0.016 0 TRAP 0 50
*
KK NW128
BA 0.451
PB 2.77
LS 0 76.2
UD 0.351
*
KKCNW128
KMCOMBINE NW128 AND RNW116-C
HC 3
*
KKNW130-E
BA 0.246
PB 2.77
LS 0 84.9
UD 0.383
*
KKRNW130-E
KMROUTE NW130-E TO CNW148-C
KMFACILITY = TULE SPRINGS DRAINAGE SYSTEM
KMFACILITY ID-MILE = TSDB 0059
KMLINING = RCP
RD 1365 0.0103 0.013 0 CIRC 6.5 0
*
KKNW148-C
BA 0.133
PB 2.77
LS 0 78.1
UD 0.367
*
KKCNW148-C
KMCOMBINE RTULE, CNW128, NW148-C AND RNW130-E
KMLOG CABIN AND BUFFALO
HC 3
*
KKRCW148-C
KMROUTE CNW148-C TO CTULEDB
KMFACILITY = TULE SPRINGS DRAINAGE SYSTEM
KMFACILITY ID-MILE = TSDB 0023,0012
KMLINING = RCP
RD 1580 0.008 0.013 0 CIRC 7 0
*
KK NW157
BA 0.254
PB 2.77
LS 0 81.7
UD 0.361
*
KKCTULEDB
KMCOMBINE RCW148-C, CNW128 AND NW157
HC 2
*
KKTULEDB
KMFACILITY = NORTH ENVIRONMENTAL ENHANCEMENT AREA
KMFACILITY ID-MILE = TSDB 0011
KMSTORAGE VOLUME = 117 AC-FT
KMOUTLET = MODIFIED TO 2-BARREL 36" OUTFLOW PIPE WITH 27" ORIFICE PLATE
KMMODIFIED 100-YEAR DISCHARGE = 81 CFS
KMSPILLWAY LENGTH = 2,050 FT
KMSPILLWAY HEIGHT =
KMSPILLWAY CREST ELEVATION = 2434 FT
KMSPILLWAY TYPE =
KMPMF DISCHARGE = 14,013 CFS
KMTOP OF EMBANKMENT ELEVATION = 2,436.7 FT
KMREFERENCED FROM HYDROLOGIC MODEL FOR FLOYD LAMB
KMNORTH AND SOUTH ENVIRONMENTAL ENHANCEMENT AREAS
KMPREPARED BY LOUIS BERGER DATED DECEMBER 7, 2007
RS 1.00 STOR 0
KO 1
SV 0.0 0.8 6.0 22.2 46.9 77.9 117.4 170.0 222.8
SE 2428 2429 2430 2431 2432 2433 2434 2435 2436
SQ 0.0 40.2 57.8 71.1 82.3 6184.0 17431.5
SE 2428 2431 2432 2433 2434 2435 2436
*
KK OFFZ
BA .0521
PB 2.77
LS 0 87.0
UD 0.138
*
KK ESKV1
KM EAST BASIN, SKYE VILLAGE ROAD
BA .0018
PB 2.77
LS 0 98.0
UD 0.109
*
KK EC19
HC 2
*
KK EAA1A
KM EAST BASIN, WEST OF TEE PEE LANE
BA .1610
PB 2.77
LS 0 92.0
UD 0.193
*
KK ETP1A
KM EAST BASIN, TEE PEE LANE
BA .0046
PB 2.77
LS 0 98.0
UD 0.117
*
KK EC20
KM N OF MOCASSIN/TEE PEE INTERSECTION
HC 2
*
KK EFA1
KM EAST BASIN, FORT APACHE
BA .0028
PB 2.77
LS 0 98.0
UD 0.127
*
KK EC21
KM MOCASSIN/FORT APACHE INTERSECTION
KM COMBINE EC19, EC20, EFA1
HC 3
*
KK 95-7A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0069
PB 2.77
LS 0 94.7
UD 0.073
*
KK 95-7B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0081
PB 2.77
LS 0 94.7
UD 0.084
*
KK 95-8A
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0052
PB 2.77
LS 0 94.7
UD 0.061
*
KK 95-8B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0031
PB 2.77
LS 0 94.7
UD 0.050
*
KKC95-8B
KM COMBINE 95-7A, 95-7B, 95-8A, 95-8B
HC 4
*
KK EML3B
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0180
PB 2.93
LS 0 95.0
UD 0.111
*
KK ETP5
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0014
PB 2.93
LS 0 98.0
UD 0.068
*
KK EC22
KM N OF BRENT/TEE PEE INTERSECTION
KM COMBINE C95-8B, EML3B, ETP5
HC 3
*
KK EBRT1
KM EAST BASIN, BRENT LANE
BA .0028
PB 2.93
LS 0 98.0
UD 0.064
*
KK ES2
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0491
PB 2.77
LS 0 94.7
UD 0.149
*
KK EC23
KM N OF BRENT LANE/FORT APACHE INTERSECTION
HC 3
*
KK EMLA2
KM EAST BASIN, WEST OF FORT APACHE ROAD
BA .0261
PB 2.93
LS 0 95.0
UD 0.090
*
KK EFA6A
KM EAST BASIN, WEST OF TEE PEE LANE
BA .0039
PB 2.93
LS 0 98.0
UD 0.057
*
KK EC25
KM S OF BRENT/FORT APACHE INTERSECTION
KM COMBINE EMLA2, EFA6A, EC23
HC 3
*
KK SOUTH
KM FLOW SPLIT AT BRENT/FT. APACHE
KM DIVERT STORM DRAIN DESIGN FLOW 70 CFS SOUTH IN FORT APACHE
DT BRENT
DI 0 70 500
DQ 0 0 430
*
KK EML3C
KM EAST BASIN, WEST OF FORT APACHE
BA .0142
PB 2.93
LS 0 95.0
UD 0.110
*
KK EFA6B
KM EAST BASIN, WEST OF FORT APACHE
BA .0070
PB 2.93
LS 0 98.0
UD 0.050
*
KK 95-9B
KM REFERENCED FROM GCW MASTER DRAINAGE STUDY
BA .0133
PB 2.77
LS 0 92.6
UD 0.139
*
KK EC24
KM S OF US95/FORT APACHE INTERSECTION
HC 3
*
KK EPF2
KM EAST BASIN, WEST OF FORT APACHE
BA .0015
PB 2.93
LS 0 84.0
UD 0.072
*
KK EFA5
KM EAST BASIN, WEST OF FORT APACHE
BA .0017
PB 2.93
LS 0 98.0
UD 0.050
*
KK EGC2
KM EAST BASIN, WEST OF FORT APACHE
BA .0050
PB 2.93
LS 0 95.0
UD 0.082
*
KK EC26
KM FAR S OF US95/FORT APACHE INTERSECTION
KM COMBINE SOUTH, EPF2, EFA5, EGC2, EC24
HC 5
*
KK HORSE
KM FLOW SPLIT AT HORSE/RACEL
KM DIVERT NWNS 101 CFS SOUTH IN FORT APACHE/RACEL
DT RACEL
DI 0 114 1000
DQ 0 114 114
*
ZZ