                                                LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS
                   F312-R       SAN JOSE CHANNEL ABOVE WORKMAN MILL ROAD                               RATING NO.   7801
                                         MEAN DAILY DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR 1989

   DAY      OCT        NOV        DEC        JAN        FEB        MAR        APR        MAY        JUN        JUL        AUG        SEP
 ------------------------------------------------------------------------------------------------------------------------------------------
    1        8.1       10.3       53.6       33.0       15.6       72.7       14.2       14.2       10.1      126.0      153.0        8.8
    2        8.3        8.9      136.0       13.4       37.1      184.0       12.5       13.0       10.2      123.0      145.0        8.8
    3        9.4        9.2      139.0       28.8      125.0       19.2       15.0        9.6       12.5      123.0       16.4        8.8
    4        9.2        9.9      135.0      121.0      714.0       12.7       12.6        9.3       11.1      128.0       13.5        8.7
    5        8.0        9.9      133.0      179.0       22.8       13.3        9.5        9.9       11.7      135.0       13.4        9.3

 ------------------------------------------------------------------------------------------------------------------------------------------
   6         8.2       11.5      132.0       82.8       20.5       13.1        9.4        8.7        9.9      139.0       11.3        9.5
   7         8.2       11.5      132.0       82.8       20.5       13.1        9.4        8.7        9.9      139.0       11.3        9.5
   8         7.7       11.8      133.0       22.3       97.1       13.9       12.9       11.9       10.8      142.0       11.8        9.0
   9         7.8       11.7      137.0       22.9      145.0       13.6       13.6       11.2       10.8      142.0       12.7        9.3
   10        9.7       11.0      145.0       23.5       27.9       12.4       13.2        9.1       13.0      137.0       10.9        9.2

 ------------------------------------------------------------------------------------------------------------------------------------------
   11        8.4       13.0      147.0       26.1       26.2       14.4       12.6       11.3       11.2      138.0       11.3        9.8
   12        8.4       14.6      144.0       44.9       26.8       14.1       12.3        9.6       12.3      138.0       11.7       10.1
   13        9.0       15.6      145.0      119.0      105.0       11.6       11.1        9.6       10.6      139.0        9.8       10.4
   14        8.4      321.0      145.0      118.0      134.0       12.8       12.0       13.4       10.0      139.0       10.5        9.4
   15        8.4       13.8      939.0      117.0      132.0       11.7       14.5       13.1        9.3      140.0       10.3        9.3

 ------------------------------------------------------------------------------------------------------------------------------------------
   16       10.4       13.7    1,100.0      116.0      125.0       12.5       16.6       11.3        9.3      137.0       10.9       12.4
   17       10.2       13.1       27.3      118.0      128.0       13.3       15.5       10.5        9.1      138.0       10.0       27.4
   18        8.8       11.3       43.1      117.0      132.0       14.0       17.6        9.9        8.7      137.0       10.9       36.8
   19        9.1       11.3       17.1      117.0      135.0       12.7       14.3        9.7       10.5      140.0       10.1      181.0
   20       10.8       12.8       60.8      116.0      134.0       12.9       12.1       10.1        9.1      145.0        9.6       29.9

 ------------------------------------------------------------------------------------------------------------------------------------------
   21       10.6       11.2      740.0      114.0      136.0       12.8       12.3        9.8        9.0      149.0       11.5       23.9
   22       10.3       10.6       34.8      114.0      133.0       12.2       13.2       10.6        9.1      153.0       10.8       20.5
   23       13.7       59.6       23.0       81.3      135.0       11.3       13.5        8.6        9.5      152.0       10.2       17.4
   24       12.3       23.4      752.0       19.7      138.0       12.5       12.1        8.8        9.3      155.0        9.1       15.8
   25       12.4      186.0       57.5       52.6      125.0      398.0       27.7        9.8       96.7      157.0        8.9       15.0

 ------------------------------------------------------------------------------------------------------------------------------------------
   26       10.5       14.5       18.2      142.0       63.2       22.8       12.1        9.9      115.0      160.0        9.3       14.1
   27       12.2       13.5       15.7      142.0       63.2       15.5        9.4        9.6      118.0      155.0       10.4       11.2
   28       10.2       12.4       17.1      145.0       76.6       16.2        8.8       12.2      120.0      139.0       10.2        9.5
   29       11.7       12.6       43.1      144.0         .0       16.2        7.4       11.4      122.0      143.0        9.2        9.8
   30       12.4       11.5      107.0      142.0         .0       14.3        8.3       10.9      125.0      141.0        9.6        9.0
   31       11.8         .0       36.8      124.0         .0       14.1         .0       10.0         .0      143.0        9.2         .0

 ==========================================================================================================================================
 TOTAL     305.2      901.1    5,891.1    2,777.3    3,173.9    1,044.1      385.1      327.3       944.6    4,369.0      612.3     574.0
 MEAN       19.7       30.0      190.0       89.6      113.0       33.7       12.8       10.5       31.5      141.0       19.7       19.1
 MAX        13.7      321.0    1,100.0      179.0      714.0      383.0       27.7       14.2      125.0      160.0      163.0      181.0
 MIN         7.7        8.9       15.7       13.4       15.6       10.3        7.4        8.6        8.7      123.0        8.9        8.7

 ANNUAL DATA
 WTR YEAR 1989 TOTAL IN A.F.  ANNUAL TOTAL IN CFS  ANNUAL AVERAGE DAILY IN CFS  ANNUAL MAXIMUM DAILY IN CFS  ANNUAL MINIMUM DAILY IN CFS
 ---------------------------  -------------------  ---------------------------  ---------------------------  ---------------------------
                    42,257.8             21,305.0                         58.4                      1,100.0                          7.4

 INSTANTANEOUS DATA
 INST_MAXFLOW    4,800.0      INST_MAXTIME  0130            INST_MAXDATE  12/21/88
 INST_MINFLOW        6.3      INST_MINTIME  0000            INST_MINDATE

