1999 California Hydrologic Data Report
11181000 SAN LORENZO CREEK AT HAYWARD, CA - 1999 WY


                                   11181000 SAN LORENZO CREEK AT HAYWARD, CA

LOCATION.-Lat 37°41'08", long 122°03'48", in San Lorenzo Grant, Alameda County, Hydrologic Unit
18050004, on left bank, 300 ft downstream of Center Street Bridge, just outside city limits of Hayward, 0.6 mi
downstream from Crow Creek, and 1.0 mi downstream from Don Castro Dam. 
DRAINAGE AREA.-37.5 mi2. 
PERIOD OF RECORD.-October 1939 to September 1940, October 1946 to Apr. 28, 1983; October 1997 to current year. 
Monthly discharge only for some periods, published in WSP 1315-B. 
  REVISED RECORDS.-WSP 1315-B:  1947(M), 1949(M).  WSP 1345:  1940(M).  WSP 1715:  1947.
GAGE.-Water-stage recorder and crest-stage gage. Datum of gage is 133.16 ft above sea level.  January to
September 1940, nonrecording gage on bridge 0.1 mi upstream at present datum. 
REMARKS.-Records fair including estimated daily discharges.  Flow partly regulated since October 1962 by Cull
Creek Reservoir, capacity, 310 acre-ft, and since January 1965 by Don Castro Reservoir, 1.0 mi upstream,
capacity, 380 acre-ft.  A few very small diversions above station for irrigation. 
EXTREMES FOR PERIOD OF RECORD.-Maximum discharge, 8,140 ft3/s, Feb. 3, 1998, gage height, 21.85 ft; no
flow at times. 
EXTREMES FOR CURRENT YEAR.-Peak discharges greater than base discharge of 550 ft3/s, or maximum: 
  			Discharge	Gage height			Discharge	Gage height
  	Date	Time	(ft3/s)	(ft)	Date	Time	(ft3/s)	(ft)
  	Feb. 7	unknown	2,690	13.42

                  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      1.4      e.64    e14        2.0      e29       37       21     13        8.5      3.7      2.0    e1.1 
  2      1.8      e.65     e1.8      2.0      e26       33       20     13        8.5      3.5      1.9    e1.1 
  3      2.0      e.67     e5.9      2.0      e24       44       18     16        8.3      3.1      1.8    e1.2 
  4       .90     e.72     e1.9      1.8      e23       30       17     13        8.2      3.2      1.8    e1.1 
  5       .92     e.80     e3.3      1.8      e21       29       40     12        7.9      3.1      2.0    e1.0 
 
  6       .52    e1.6      e8.1      1.9      e51       28       25     12        7.7      3.1      4.0     e.98
  7       .48    e6.9       1.6      1.9     e600       26       19     11        7.6      3.2      2.7    e1.2 
  8       .77    e4.5       1.3     e2.1     e150       36       73     11        7.9      3.0      2.0    e1.4 
  9       .54     e.74      2.9     e2.0     e520       87       30     11        7.8      2.7      2.0    e1.5 
 10       .44     e.73      2.9     e2.1     e120       36       27     10        7.1      2.6      2.1    e1.4 
 
 11       .42     e.71      3.9     e2.1      e65       30       61      9.4      7.1      2.6      2.4     1.3 
 12       .42     e.55      3.8     e2.2      e47       26       33      9.7      7.2      2.5      2.3     1.3 
 13       .50     e.53      8.6     e1.8      e41       28       28      9.4      7.2      2.8      2.1     1.2 
 14       .98     e.46      4.6      2.2      e37       40       25      8.6      7.2      3.0      2.0     1.3 
 15       .66     e.44      2.6      8.0      e34       48       24      8.6      7.4      2.7      1.8     1.4 
 
 16       .55     e.43      2.5     17        e66       32       22      8.6      7.1      2.8      1.7     1.3 
 17       .66    e1.1       2.5      2.8     e200       27       22      9.7      6.2      2.9      1.6     1.6 
 18       .41     e.40      3.7     54        e98       26       21     10        5.6      2.7      1.7     1.5 
 19      e.36     e.37      2.6     75         66       32       20      9.4      5.9      2.7      1.8     1.5 
 20      e.35     e.40      3.8    122        119       27       20      9.4      4.8      2.7      1.7     1.4 
 
 21      e.34     e.97      1.3     30        171       25       18      9.2      4.6      2.6      1.6     1.5 
 22      e.34    e4.0       1.1     19         82       26       18      9.2      4.7      2.4      1.4     5.7 
 23      e.39   e15         1.3     78         62       28       16      9.1      4.3      2.4      1.3     3.1 
 24     e9.5     e1.3       1.4     29         53       33       16      9.0      4.4      2.5      1.3     2.2 
 25      e.66     e.74      1.2     20         78       50       16      9.2      4.6      2.4      1.4     2.1 
 
 26      e.61     e.70      1.5     46         51       30       16      8.9      5.6      2.3      1.3     1.9 
 27      e.55     e.82      1.7     26         45       27       15      8.8      5.3      2.3     e1.2     1.8 
 28      e.56    e1.9       2.4     19         39       24       14      8.8      4.5      2.2     e1.3     1.6 
 29      e.62   e12         1.8     17        ---       24       13      8.6      3.9      2.1     e1.3     1.5 
 30      e.60   e66         2.7     15        ---       24       13      8.5      4.5      2.0     e1.3     1.5 
 31      e.58      ---      2.3     66        ---       28      ---      8.0      ---      2.0     e1.2      ---
 
TOTAL   29.83   126.77    101.0    671.7     2918     1021      721    312.1    191.6     83.8     56.0    48.68
MEAN      .96     4.23     3.26     21.7      104     32.9     24.0     10.1     6.39     2.70     1.81     1.62
MAX       9.5       66       14      122      600       87       73       16      8.5      3.7      4.0      5.7
MIN       .34      .37      1.1      1.8       21       24       13      8.0      3.9      2.0      1.2      .98
AC-FT      59      251      200     1330     5790     2030     1430      619      380      166      111       97
 
    e  Estimated.


STATISTICS OF MONTHLY MEAN DATA FOR WATER YEARS 1940 - 1999, BY WATER YEAR (WY) OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP MEAN 3.71 3.59 21.2 55.5 54.5 37.7 25.3 5.69 2.35 1.05 .72 .62 MAX 107 30.1 184 227 327 267 255 21.3 9.03 5.22 4.58 2.89 (WY) 1963 1951 1956 1952 1998 1983 1958 1967 1967 1982 1980 1968 MIN .000 .000 .13 .39 .73 .84 .29 .12 .043 .000 .000 .000 (WY) 1947 1949 1949 1949 1948 1972 1977 1976 1977 1961 1947 1947 SUMMARY STATISTICS FOR 1998 CALENDAR YEAR FOR 1999 WATER YEAR WATER YEARS 1940 - 1999 ANNUAL TOTAL 18604.12 6281.48 ANNUAL MEAN 51.0 17.2 16.4 HIGHEST ANNUAL MEAN 56.4 1982 LOWEST ANNUAL MEAN .63 1977 HIGHEST DAILY MEAN 2000 Feb 3 600 Feb 7 2600 Oct 13 1962 LOWEST DAILY MEAN .34 Oct 21 .34 Oct 21 .00 Sep 19 1940 ANNUAL SEVEN-DAY MINIMUM .41 Oct 17 .41 Oct 17 .00 Oct 1 1946 INSTANTANEOUS PEAK FLOW 2690 Feb 7 8140 Feb 3 1998 INSTANTANEOUS PEAK STAGE 13.42 Feb 7 21.85 Feb 3 1998 ANNUAL RUNOFF (AC-FT) 36900 12460 11900 10 PERCENT EXCEEDS 133 38 34 50 PERCENT EXCEEDS 6.9 3.8 1.6 90 PERCENT EXCEEDS .69 .72 .00


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