1999 California Hydrologic Data Report
11180825 SAN LORENZO CREEK ABOVE DON CASTRO RESERVOIR, NEAR CASTRO VALLEY, CA - 1999 WY


                 11180825 SAN LORENZO CREEK ABOVE DON CASTRO RESERVOIR, NEAR CASTRO VALLEY, CA

LOCATION.-Lat 37°41'43", long 122°02'38", in San Lorenzo Grant, Alameda County, Hydrologic Unit
18050004, on right bank at Interstate Highway 580, 0.3 mi southeast of Independent School, and 2.2 mi east of
Castro Valley. 
DRAINAGE AREA.-18.0 mi2. 
WATER-DISCHARGE RECORDS
PERIOD OF RECORD.-October 1980 to September 1994, October 1997 to current year.
GAGE.-Water-stage recorder. Elevation of gage is 260 ft above sea level, from topographic map. October 1980 to
September 1994 at site 250 ft downstream at same datum.
REMARKS.-Records good except for estimated daily discharges, which are fair. Some regulation of low flow by ponds
upstream from station. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 3,890 ft3/s, Feb. 3, 1998, gage height, 15.48 ft; no
flow for many days in some years. 
EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 275 ft3/s, or maximum: 
  			Discharge	Gage height			Discharge	Gage height
  	Date	Time	(ft3/s)	(ft)	Date	Time	(ft3/s)	(ft)
  	Feb. 7	1145	1,260	8.88	Feb. 17	0145	405	5.62

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1       .86     1.1     e10        1.6      6.5       21      9.1      5.9      2.9     1.3       .79     e.37
  2       .81     1.1      e1.4      1.5      5.8       20      8.6      6.9      2.9     1.2       .73     e.39
  3       .71     1.0      e5.0      1.5      5.4       24      8.1      8.0      3.0     1.2       .72     e.40
  4       .69     1.1      e1.7      1.4      5.1       19      7.3      5.9      3.0     1.2       .73     e.34
  5       .64     1.1      e2.6      1.4      4.5       16     21        5.6      3.0     1.2       .82     e.33
 
  6       .64     1.9      e5.4      1.4     12         15     12        5.2      2.7     1.2      1.2      e.32
  7       .63     3.6      e1.8      1.3    312         14      8.9      5.6      2.6     1.2       .75     e.39
  8       .63     2.4      e1.5      1.3     76         15     39        4.9      2.7     1.1       .67     e.43
  9       .64      .98     e1.4      1.3    265         34     16        4.7      2.8     1.1       .70     e.60
 10       .66      .96     e1.2      1.3     64         17     14        4.5      2.6     1.0       .74     e.47
 
 11       .68     e.92     e1.1      1.3     37         15     26        4.2      2.3     1.0       .74      .44
 12       .66     e.74     e1.9      1.2     27         14     15        4.4      2.5      .96      .72      .44
 13       .68     e.70     e3.4      1.2     24         13     13        4.1      2.7     1.5       .66      .46
 14       .70     e.61     e2.8      1.3     22         17     12        3.8      2.6      .98      .63      .48
 15       .69     e.58     e2.5      3.7     20         20     12        3.6      2.7      .97      .61      .47
 
 16       .66     e.56     e2.3      4.2     37         15     11        3.5      2.8      .97      .59      .46
 17       .64     e.63     e2.1      1.5    119         13     11        4.2      2.7      .97      .60      .52
 18       .67     e.54      2.3     12       56         12     10        3.8      2.6      .93      .63      .47
 19       .68     e.49      2.3     30       40         13      9.4      3.6      2.5      .87      .66      .47
 20       .66     e.54      2.4     36       72         13      9.1      3.7      2.4      .86      .61      .49
 
 21       .61      .92      2.0      7.1    102         12      9.0      3.1      2.6      .84      .57      .54
 22       .53     1.7       2.1      5.4     49         12      8.0      2.8      2.6      .83      .53     1.4 
 23       .56     5.3       2.2     21       40         13      7.1      2.9      2.2      .84      .50      .43
 24      4.8      1.4       2.1      8.4     31         16      7.0      2.7      2.5      .88      .53      .39
 25      1.0      1.1       2.2      6.4     45         23      6.8      2.4      2.4      .85      .51      .38
 
 26       .89    e1.0       2.2     13       28         16      6.9      2.3      2.2      .82      .46      .33
 27       .96     e.98      2.1      8.0     24         15      7.2      2.3      2.1      .84     e.40      .34
 28      1.1     e2.0       1.7      6.4     23         14      6.8      2.4      1.7      .83     e.39      .31
 29      1.1     e6.1       1.7      5.7      ---       13      7.4      2.3      1.3      .82     e.40      .33
 30      1.1    e29         1.7      5.3      ---       14      7.3      2.3      1.3      .75     e.42      .37
 31      1.1       ---      1.9     15        ---       14      ---      2.6      ---      .78     e.40      ---
 
TOTAL   27.38    71.05     77.0    208.1   1552.3      502    346.0    124.2     74.9    30.79    19.41    13.56
MEAN      .88     2.37     2.48     6.71     55.4     16.2     11.5     4.01     2.50      .99      .63      .45
MAX       4.8       29       10       36      312       34       39      8.0      3.0      1.5      1.2      1.4
MIN       .53      .49      1.1      1.2      4.5       12      6.8      2.3      1.3      .75      .39      .31
AC-FT      54      141      153      413     3080      996      686      246      149       61       38       27
 
  e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1981 - 1999, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN .88 3.27 6.35 17.4 34.4 17.9 7.71 3.03 1.43 .54 .25 .23 MAX 2.20 16.6 30.1 79.3 194 90.7 42.3 13.0 4.44 2.05 .78 .53 (WY) 1992 1984 1984 1993 1998 1983 1982 1983 1998 1983 1998 1986 MIN .072 .12 .65 .16 .65 .47 .70 .19 .14 .023 .001 .000 (WY) 1989 1993 1990 1991 1989 1990 1990 1991 1990 1989 1988 1988 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1981 - 1999 ANNUAL TOTAL 9368.09 3046.69 ANNUAL MEAN 25.7 8.35 7.63 HIGHEST ANNUAL MEAN 25.8 1998 LOWEST ANNUAL MEAN .70 1989 HIGHEST DAILY MEAN 1270 Feb 3 312 Feb 7 1270 Feb 3 1998 LOWEST DAILY MEAN .43 Sep 23 .31 Sep 28 .00 Aug 28 1981 ANNUAL SEVEN-DAY MINIMUM .45 Sep 18 .35 Sep 24 .00 Sep 6 1981 INSTANTANEOUS PEAK FLOW 1260 Feb 7 3890 Feb 3 1998 INSTANTANEOUS PEAK STAGE 8.88 Feb 7 15.48 Feb 3 1998 ANNUAL RUNOFF (AC-FT) 18580 6040 5520 10 PERCENT EXCEEDS 47 18 14 50 PERCENT EXCEEDS 2.9 2.1 .77 90 PERCENT EXCEEDS .59 .53 .04
11180825 SAN LORENZO CREEK ABOVE DON CASTRO RESERVOIR, NEAR CASTRO VALLEY, CA-Continued - 1999 WY


            11180825 SAN LORENZO CREEK ABOVE DON CASTRO RESERVOIR, NEAR CASTRO VALLEY, CA-Continued

                                                                                        WATER-QUALITY RECORDS
PERIOD OF RECORD.-December 1980 to September 1994, October 1997 to current year, (storm season only).
  WATER TEMPERATURE: December 1980 to September 1994, October 1997 to current year.
  SEDIMENT DATA: December 1980 to September 1994, October 1997 to current year.
PERIOD OF DAILY RECORD.-December 1980 to September 1994, October 1997 to current year.
  WATER TEMPERATURE: December 1980 to September 1994, October 1997 to current year.
   SUSPENDED-SEDIMENT DISCHARGE: December 1980 to September 1994, October 1997 to current year.
REMARKS.-Sediment samples were collected on most days where water temperature is published. Zero bed-load
discharge observed for flows less than 11.4 ft3/s.
EXTREMES FOR PERIOD OF DAILY RECORD.- 
  SEDIMENT CONCENTRATION (storm season only): Maximum daily mean, 15,300 mg/L, Feb. 3, 1998; minimum daily mean,
0 mg/L, Feb. 26, 1989.
  SEDIMENT LOAD (storm season only): Maximum daily, 80,900 tons, Feb. 3, 1998; minimum daily, 0 ton several days
in most years.
EXTREMES FOR CURRENT YEAR.- 
  SEDIMENT CONCENTRATION (storm season only): Maximum daily mean, 6,080 mg/L, Feb. 7; minimum daily mean, 12
mg/L, Jan. 17.
  SEDIMENT LOAD (storm season only): Maximum daily, 12,000 tons, Feb. 7; minimum daily, 0.02 tons, Nov. 19.

          PARTICLE-SIZE DISTRIBUTION OF SUSPENDED SEDIMENT, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
                                          DIS-                      SEDI-     SED.     SED.
                                        CHARGE,                     MENT,     SUSP.    SUSP.
                                         INST.             SEDI-     DIS-     FALL     FALL
                                         CUBIC   TEMPER-   MENT,   CHARGE,    DIAM.    DIAM.
                                          FEET    ATURE    SUS-      SUS-   % FINER  % FINER
                       DATE      TIME     PER     WATER    PENDED   PENDED    THAN     THAN
                                         SECOND  (DEG C)   (MG/L)  (T/DAY)  .002 MM  .004 MM
                                        (00061)  (00010)  (80154)  (80155)  (70337)  (70338)
                   OCT
                     07...       1220      .68    11.0       21       .04      --       --
                   DEC
                     05...       1355    e2.6      7.5       44       .31      --       --
                   JAN
                     20...       1435    16       12.0      227      9.8       --       --
                     22...       1210     5.5     10.5       34       .50      --       --
                     31...       0945    22        8.5     2300    137        62       75
                   FEB
                     18...       1020    40       10.5      182     20         --       --
                     18...       1440    84       11.5     1310    297        29       37
                   MAR
                     25...       0735    24       11.0      664     43         --       --
                     31...       1545     9.9     11.0       40      1.1       --       --
                   APR
                     11...       1515    22       10.5      630     37         --       --
                     23...       0820     7.2     12.0       17       .33      --       --

                                 SED.     SED.     SED.     SED.     SED.     SED.     SED.
                                 SUSP.    SUSP.    SUSP.    SUSP.    SUSP.    SUSP.    SUSP.
                                 FALL     FALL     FALL    SIEVE    SIEVE    SIEVE    SIEVE
                                 DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.
                               % FINER  % FINER  % FINER  % FINER  % FINER  % FINER  % FINER
                       DATE      THAN     THAN     THAN     THAN     THAN     THAN     THAN
                               .008 MM  .016 MM  .031 MM  .062 MM  .125 MM  .250 MM  .500 MM
                               (70339)  (70340)  (70341)  (70331)  (70332)  (70333)  (70334)
                   OCT
                     07...        --       --       --      56        --       --       --
                   DEC
                     05...        --       --       --      60        --       --       --
                   JAN
                     20...        --       --       --      95       98       100       --
                     22...        --       --       --      83        --       --       --
                     31...       87       94       98       99       99       100       --
                   FEB
                     18...        --       --       --      86       91        94      100
                     18...       48       57       71       82       90        98      100
                   MAR
                     25...        --       --       --      98       99       100       --
                     31...        --       --       --      74       93        99      100
                   APR
                     11...        --       --       --      96       98       100       --
                     23...        --       --       --      69        --       --       --
    e  Estimated.

               PARTICLE-SIZE DISTRIBUTION OF BEDLOAD, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
                                                                                   TIME     HORI-   COMPSTD
                                                BAG    TETHER                     ON BED   ZONTAL   SAMPLES
                                                MESH    LINE    START-   END-      FOR      WIDTH     IN
                             SAM-               SIZE   USED IN  ING      ING       BED       OF      X-SEC
                             PLING   SAMPLER  BEDLOAD  SAMPLNG  TIME     TIME      LOAD     VER-    BEDLOAD
           DATE      TIME   METHOD,   TYPE    SAMPLER  (YES=1)  (2400    (2400    SAMPLE   TICAL    MEASMNT
                             CODES   (CODE)    (MM)    (CODE)   HOURS)   HOURS     (SEC)   (FEET)    (NUM)
                            (82398)  (84164)  (30333)  (04117)  (82073)  (82074)  (04120)  (04121)  (04118)
       FEB
         18...       1410    1000     1120     .250       0     1405     1415       190      1.0       2
         18...       1425    1000     1120     .250       0     1420     1430       190      1.0       2

                        VER-             SAMPLE     DIS-             DISCH,   SEDI-     SED.     SED.
                       TICALS    NUMBER   LOC-    CHARGE,           BEDLOAD   MENT    BEDLOAD  BEDLOAD
                         IN        OF     ATION,   INST.            AV UNIT   DIS-     SIEVE    SIEVE
                         COM-     SAM-    CROSS    CUBIC   TEMPER-  FOR COM  CHARGE,   DIAM.    DIAM.
                       POSITE    PLING   SECTION    FEET    ATURE   POSITE   BEDLOAD  % FINER  % FINER
               DATE    SAMPLE    POINTS  (FT FM     PER     WATER   SAMPLE   (TONS/     THAN     THAN
                        (NUM)   (COUNT)  L BANK)   SECOND  (DEG C)  T/D/FT    DAY)    .062 MM  .125 MM
                       (04119)  (00063)  (00009)  (00061)  (00010)  (04122)  (80225)  (80226)  (80227)
           FEB
             18...       19       19       .40      87      11.5      .57      10        1        2
             18...       19       19       .40      85      11.5      .49      10        1        3

                         SED.     SED.     SED.     SED.     SED.     SED.     SED.     SED.     SED.
                       BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD  BEDLOAD
                        SIEVE    SIEVE    SIEVE    SIEVE    SIEVE    SIEVE    SIEVE    SIEVE    SIEVE
                        DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.    DIAM.
                       % FINER  % FINER  % FINER  % FINER  % FINER  % FINER  % FINER  % FINER  % FINER
               DATE      THAN     THAN     THAN     THAN     THAN     THAN     THAN     THAN     THAN
                       .250 MM  .500 MM  1.00 MM  2.00 MM  4.00 MM  8.00 MM  16.0 MM  32.0 MM  64.0 MM
                        (80228)  (80229)  (80230)  (80231)  (80232)  (80233)  (80234)  (80235)  (80236)
           FEB
             18...       18       56       64       68       71       74        75      75       100
             18...       22       68       81       87       92       97       100       --       --

                    TEMPERATURE, WATER (DEG. C), WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
DAILY INSTANTANEOUS VALUES
 DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
   1       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---
   2       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---
   3       ---      ---      ---      6.0      7.0     10.5     11.0      ---      ---      ---      ---      ---
   4       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---     15.0      ---
   5       ---      ---      7.5      ---      ---      ---      ---      ---      ---      ---      ---      ---
   6       ---      ---      ---      5.0      8.5      ---     11.5      ---      ---      ---      ---      ---
   7      11.0      ---      6.5      ---     11.0      7.5      ---      ---      ---      ---      ---      ---
   8       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---
   9       ---      ---      7.0      ---     10.0      ---      ---      ---      ---      ---      ---      ---
  10       ---      ---      ---      ---      ---      7.0      ---      ---      ---      ---      ---      ---
  11       ---      ---      ---      ---      ---      8.5     10.5      ---      ---      ---      ---      ---
  12       ---      ---      6.5      ---      ---      ---      ---      ---      ---      ---      ---      ---
  13       ---      ---      ---      8.5      ---      ---      ---      ---      ---      ---      ---      ---
  14       ---      ---      9.0      ---     10.0      ---      ---      ---      ---      ---      ---      ---
  15       ---      ---      ---      9.0      ---      ---      ---      ---      ---      ---      ---      ---
  16       ---      ---      9.0     11.5     11.0      ---     13.0      ---      ---      ---      ---      ---
  17       ---      ---      ---      ---     11.0     10.5     13.0      ---      ---      ---      ---      ---
  18       ---      ---      ---     13.0     11.5      ---      ---      ---      ---      ---      ---      ---
  19       ---      ---      7.5      ---      ---     11.0      ---      ---      ---      ---      ---      ---
  20       ---      8.0      6.5     12.0      ---      ---     14.5      ---      ---      ---      ---      ---
  21       ---      ---      ---     11.5      8.5     11.0      ---      ---      ---      ---      ---      ---
  22       ---      ---      ---     10.5      ---      ---      ---      ---      ---      ---      ---      ---
  23       ---      ---      2.0      ---      ---      ---     12.0      ---      ---      ---      ---      ---
  24       ---      ---      ---      ---      ---     11.0      ---      ---      ---      ---      ---      ---
  25       ---      ---      ---      ---      9.5     11.0      ---      ---      ---      ---      ---      ---
  26       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---
  27       ---      ---      4.0      6.0      ---      ---      ---      ---      ---      ---      ---      ---
  28       ---      ---      ---      ---     11.0      ---      ---      ---     18.5      ---      ---      ---
  29       ---      ---      5.5      6.0      ---      ---      ---      ---      ---      ---      ---      ---
  30       ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---      ---
  31       ---      ---      8.0      8.5      ---     11.0      ---      ---      ---      ---      ---      ---

              SEDIMENT DISCHARGE, SUSPENDED (TONS/DAY), WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
                     MEAN                               MEAN                               MEAN
          MEAN     CONCEN-  SEDIMENT         MEAN     CONCEN-  SEDIMENT         MEAN     CONCEN-  SEDIMENT
       DISCHARGE   TRATION  DISCHARGE     DISCHARGE   TRATION  DISCHARGE     DISCHARGE   TRATION  DISCHARGE
 DAY     (CFS)     (MG/L)  (TONS/DAY)       (CFS)     (MG/L)  (TONS/DAY)       (CFS)     (MG/L)  (TONS/DAY)
                   OCTOBER                          NOVEMBER                          DECEMBER
   1         .86        21        .05          1.1         23        .07         e10        1400      38
   2         .81        21        .05          1.1         22        .06          e1.4       100        .38
   3         .71        21        .04          1.0         21        .06          e5.0       505       6.82
   4         .69        21        .04          1.1         24        .07          e1.7        42        .19
   5         .64        20        .04          1.1         31        .09          e2.6        44        .31
   6         .64        21        .04          1.9        111       1.1           e5.4       230       3.4
   7         .63        21        .04          3.6        262       3.8           e1.8        43        .21
   8         .63        21        .04          2.4        169       2.0           e1.5        41        .17
   9         .64        20        .04           .98        61        .17          e1.4        40        .15
  10         .66        20        .04           .96        66        .19          e1.2        36        .12
  11         .68        20        .04          e.92        53        .14          e1.1        31        .09
  12         .66        20        .04          e.74        33        .07          e1.9        48        .25
  13         .68        19        .04          e.70        30        .06          e3.4       320       2.9
  14         .70        19        .04          e.61        26        .04          e2.8       160       1.2
  15         .69        19        .04          e.58        21        .03          e2.5        72        .49
  16         .66        19        .03          e.56        17        .03          e2.3        56        .35
  17         .64        18        .03          e.63        23        .04          e2.1        38        .23
  18         .67        18        .03          e.54        22        .03           2.3        33        .20
  19         .68        18        .03          e.49        18        .02           2.3        26        .16
  20         .66        17        .03          e.54        21        .03           2.4        42        .28
  21         .61        17        .03           .92        47        .36           2.0        45        .25
  22         .53        17        .03          1.7        141       1.3            2.1        42        .24
  23         .56        18        .03          5.3        576      22              2.2        39        .23
  24        4.8        354      17             1.4         97        .42           2.1        34        .19
  25        1.0         32        .09          1.1         76        .22           2.2        29        .17
  26         .89        27        .06         e1.0         84        .25           2.2        24        .14
  27         .96        30        .08          e.98        59        .16           2.1        34        .19
  28        1.1         33        .10         e2.0        150        .81           1.7        36        .16
  29        1.1         30        .09         e6.1        610      10              1.7        33        .15
  30        1.1         27        .08        e29         4700     368              1.7        33        .16
  31        1.1         24        .07           ---       ---        ---           1.9        35        .18
 TOTAL     27.38       ---      18.43         71.05       ---     411.62          77.0       ---      57.96
                   JANUARY                          FEBRUARY                            MARCH
   1         1.6        34        .15           6.5       101       1.8             21        87        4.9
   2         1.5        32        .14           5.8        52        .82            20        61        3.3
   3         1.5        31        .12           5.4        33        .48            24       431       29
   4         1.4        31        .12           5.1        30        .41            19       298       15
   5         1.4        30        .11           4.5        28        .34            16       229       10
   6         1.4        30        .11          12         128       8.1             15       172        7.0
   7         1.3        29        .10         312        6080   12000               14       127        4.8
   8         1.3        28        .10          76         746     158               15       140        5.8
   9         1.3        27        .09         265        4990    6460               34       365       52
  10         1.3        26        .09          64         710     133               17       129        5.8
  11         1.3        26        .09          37         338      34               15       142        5.8
  12         1.2        25        .08          27         206      15               14       115        4.4
  13         1.2        24        .08          24         174      11               13        83        3.0
  14         1.3        24        .08          22         125       7.3             17       120        6.8
  15         3.7       108       5.2           20          91       4.9             20       229       13
  16         4.2        69       1.5           37         343      71               15       157        6.3
  17         1.5        12        .05         119        2070    1330               13       133        4.8
  18        12         255      15             56         530     107               12       109        3.6
  19        30         985     421             40         278      30               13       119        4.5
  20        36         898     230             72        1170     509               13        86        3.0
  21         7.1        79       1.6          102        1620     544               12        74        2.5
  22         5.4        37        .55          49         619      83               12        75        2.5
  23        21         236      16             40         400      43               13        86        3.0
  24         8.4        80       1.8           31         304      26               16       110        6.3
  25         6.4        53        .93          45         843     112               23       600       43
  26        13          74       2.8           28         284      22               16       289       12
  27         8.0        31        .67          24         114       7.5             15       225        8.8
  28         6.4        27        .47          23          70       4.3             14       167        6.2
  29         5.7        24        .37           ---       ---        ---            13       124        4.5
  30         5.3        22        .32           ---       ---        ---            14        89        3.3
  31        15        1240     106              ---       ---        ---            14        42        1.7
 TOTAL     208.1       ---     805.72        1552.3       ---   21723.95           502       ---      286.6
     e  Estimated.

              SEDIMENT DISCHARGE, SUSPENDED (TONS/DAY), WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
                                               MEAN  
                                    MEAN     CONCEN-  SEDIMENT 
                                 DISCHARGE   TRATION  DISCHARGE
                           DAY     (CFS)     (MG/L)  (TONS/DAY)
                                              APRIL            
                            1         9.1        26        .64 
                            2         8.6        26        .60 
                            3         8.1        26        .56 
                            4         7.3        23        .45 
                            5        21          94       8.9  
                            6        12          32       1.0  
                            7         8.9        23        .56 
                            8        39         420      90    
                            9        16         157       6.8  
                           10        14         138       5.3  
                           11        26         646      61    
                           12        15         291      12    
                           13        13         127       4.4  
                           14        12          90       3.0  
                           15        12          64       2.0  
                           16        11          48       1.5  
                           17        11          42       1.3  
                           18        10          30        .82 
                           19         9.4        24        .61 
                           20         9.1        20        .48 
                           21         9.0        18        .44 
                           22         8.0        18        .38 
                           23         7.1        17        .33 
                           24         7.0        17        .31 
                           25         6.8        16        .30 
                           26         6.9        16        .30 
                           27         7.2        16        .30 
                           28         6.8        15        .28 
                           29         7.4        17        .35 
                           30         7.3        18        .40 
                           31         ---       ---        --- 
                          TOTAL     346.0       ---     205.31 
                          PERIOD   2783.83            23509.59


              SUMMARY OF WATER AND SEDIMENT DISCHARGE, WATER YEAR OCTOBER 1998 TO SEPTEMBER 1999
                                    WATER        SUSPENDED      BEDLOAD        TOTAL
                   MONTH          DISCHARGE      SEDIMENT      DISCHARGE      SEDIMENT
                                                 DISCHARGE                    DISCHARGE
                                   CFS-DAYS        TONS          TONS           TONS
                OCTOBER  1998        27.38          18.43             0             18
                NOVEMBER ....        71.05         411.62             0            412
                DECEMBER ....        77.00          57.96             0             58
                JANUARY  1999       208.10         805.72             8            814
                FEBRUARY ....      1552.30       21723.95           155          21900
                MARCH .......       502.00         286.60             1            288
                APRIL .......       346.00         205.31             4            209
                PERIOD ......      2783.83       23509.59           168          23699

   
   


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