$JOB 72202ZOC16 2008EJ EJ OUT=2008EJ*WFOUT PR=12
$*B72202Z
C
C      5
C  11000  BUCKWATER CREEK VALLEY SECTION
C    540  OBU1-1  FARM ROAD
C    740  OBU1-2  U.S. VALLEY
C   1845  OBU1-3  SR 1002
C   1970  OBU1-4  U.S. VALLEY
T1 ORANGE COUNTY FIA STUDY
T2 TRIB #1 TO BUCKWATER CREEK
T3 10-YR FLOOD  JAN 1978  CWF
J1     0       2                  0.0031                             461
J2     1       0      -1
J3    38       1       3      42      41       4       0      38       1      13
J3    14      15      55      26      56       0     150     201
NC  0.12    0.12    0.06     0.1     0.3
QT     5     953    1381    1630    2425    1630
X1 11000      13    1000    1030
GR   490     700     480     870     470     930     460     980   458.3    1000
GR 453.7    1006   453.1    1018   453.5    1026   458.3    1030     460    1090
GR   470    1360     480    1520     490    1730
QT     5     476     904    1153    1948    1153
X1   450      14    1000    1013     930     930     930            -1.0
GR 482.3     792   480.5     823   471.5     923   464.3    1000   461.2    1001
GR 461.0    1005   461.2    1010   464.2    1013   464.2    1023   465.2    1071
GR 469.5    1123   475.7    1223   475.7    1323   481.8    1423
NC                           0.3     0.5
X1   540                              90      90      90             0.8
X3    10                                                   463.8   463.6
SB     0     1.6     2.6       0       7     0.1      23    2.25   461.0   460.8
X1   560                              20      20      20             0.2
X2                     1   463.0   464.2
X3    10                                                   464.3   464.2
BT    11     792   482.3       0     823   480.5       0     923   471.5       0
BT  1000   464.3       0    1013   464.2       0    1023   464.2       0    1071
BT 465.2       0    1123   469.5       0    1223   475.7       0    1323   475.7
BT     0    1423   481.8       0
X1   600      15    1000    1013      40      40      40            -1.5
GR 487.2     450   482.9     550   479.9     650   476.6     750   472.3     850
GR 466.3     950   466.5    1000   463.4    1002   462.8    1008   462.9    1010
GR 465.2    1013   465.7    1031   468.5    1050   479.5    1150   482.2    1213
NC                           0.1     0.3
X1   740                             140     140     140             1.5
QT     5     410     783    1000    1694    1000
X1  1750      18    1000    1013    1010    1010    1010            -2.1
GR 501.9     477   497.2     577   492.3     677   486.5     777   481.6     877
GR 480.1     977   480.0    1000   476.5    1003   476.4    1006   476.8    1012
GR 479.3    1013   480.4    1077   482.3    1177   486.1    1277   490.4    1377
GR 495.0    1477   497.6    1577   499.4    1634
NC                           0.3     0.5
X1  1845      19    1000    1016      95      95      95
X3    10                                                   483.3   483.0
GR 500.8     477   496.1     577   491.2     677   485.4     777   480.5     877
GR 479.0     977   478.9    1000   477.5  1000.1   476.3    1005   475.3    1010
GR 477.1    1016   478.4  1016.1   479.3    1077   481.2    1177   485.0    1277
GR 489.3    1377   493.9    1477   496.5    1577   498.3    1634
SB     0     1.6     2.8       0    10.6     0.1    92.4    0.44   475.5   475.3
X1  1875                              30      30      30             0.2
X2                     1   482.4   483.9
X3    10                                                   484.1   483.9
BT    16     477   500.9       0     577   496.2       0     677   491.3       0
BT   777   485.5       0     791   485.1       0     891   484.4       0     991
BT 484.1       0    1016   484.2       0    1091   483.8       0    1191   484.1
BT     0    1257   484.3       0    1277   485.1       0    1377   489.4       0
BT  1477   494.0       0    1577   496.6       0    1634   498.4       0
X1  1970      18    1000    1013      95      95      95
GR 501.9     477   497.2     577   492.3     677   486.5     777   481.6     877
GR 480.1     977   480.0    1000   476.5    1003   476.4    1006   476.8    1012
GR 479.3    1013   480.4    1077   482.3    1177   486.1    1277   490.4    1377
GR 495.0    1477   497.6    1577   499.4    1634
EJ
T1 ORANGE COUNTY FIA STUDY
T2 TRIB #1 TO BUCKWATER CREEK
T3 50-YR FLOOD  JAN 1978  CWF
J1   -10       3                  0.0034                             462
J2     2       0      -1
T1 ORANGE COUNTY FIA STUDY
T2 TRIB #1 TO BUCKWATER CREEK
T3 100-YR FLOOD  JAN 1978  CWF
J1   -10       4                  0.0035                             463
J2     3       0      -1
T1 ORANGE COUNTY FIA STUDY
T2 TRIB #1 TO BUCKWATER CREEK
T3 500-YR FLOOD  JAN 1978  CWF
J1   -10       5                  0.0037                             465
J2    15       0      -1



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