11297200 SOUTH FORK STANISLAUS RIVER NEAR STRAWBERRY, CA

LOCATION.-Lat 38°10'40", long 120°02'45", in NW 1/4 NW 1/4 sec.30, T.4 N., R.18 E., Tuolumne County, Hydrologic Unit 18040010, on 
  right bank 400 ft downstream from diversion dam and 2.8 mi southwest of Strawberry. 
DRAINAGE AREA.-48.5 mi2. 
PERIOD OF RECORD.-October 1985 to current year (low-flow records only). Unpublished records for water years 1970, 1976-85 available in 
  files of the U.S. Geological Survey. 
GAGE.-Water-stage recorder and concrete control. Elevation of gage is 4,915 ft above sea level, from topographic map. 
REMARKS.-No records computed above 50 ft3/s. Flow regulated by Pinecrest Lake (station 11295900). Most of the water is diverted at diversion 
  dam 400 ft upstream to Philadelphia Canal (station 11297000). See schematic diagram of Stanislaus River Basin. 
COOPERATION.-Records were collected by Pacific Gas & Electric Co., under general supervision of the U.S. Geological Survey, in connection 
  with a Federal Energy Regulatory Commission project. 

                  DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1996 TO SEPTEMBER 1997

                                               DAILY MEAN VALUES
 
DAY       OCT      NOV      DEC      JAN      FEB      MAR      APR      MAY      JUN      JUL      AUG      SEP
 
  1       7.6      8.2       41      ---      ---      ---      ---      ---      ---       24    e17        8.4
  2       7.2      7.6       35      ---      ---      ---      ---      ---      ---       24    e16        8.9
  3       7.5     12        ---      ---      ---      ---      ---      ---      ---       22    e16       11  
  4       7.7     12         36      ---      ---      ---      ---      ---      ---       22    e16       10  
  5       7.4      8.3      ---      ---      ---      ---      ---      ---      ---       22    e17        9.7
 
  6       7.4      4.8      ---      ---      ---      ---      ---      ---      ---       22    e17        9.2
  7       7.2      4.8      ---      ---      ---      ---      ---      ---      ---       22    e17        9.2
  8       7.2      4.7       49      ---      ---      ---      ---      ---      ---       22    e17       18  
  9       7.1      4.8      ---      ---      ---      ---      ---      ---      ---       22    e17       23  
 10       7.3      4.8      ---      ---      ---      ---      ---      ---      ---       22    e17       11  
 
 11      21       10        ---      ---      ---      ---      ---      ---      ---       22    e16        7.2
 12      32        8.4      ---      ---      ---      ---      ---      ---      ---       24    e17        7.8
 13      32        5.8      ---      ---      ---      ---      ---      ---      ---       25    e16        7.4
 14      32        7.1      ---      ---      ---      ---      ---      ---      ---       24    e16        7.3
 15      32        9.3      ---      ---      ---      ---      ---      ---      ---       23    e16        7.1
 
 16      31        9.7      ---      ---      ---      ---      ---      ---      ---       22    e16        7.0
 17      31        ---      ---      ---      ---      ---      ---      ---      ---       21    e16        7.8
 18      31        ---      ---      ---      ---      ---      ---      ---      ---       21    e16        7.8
 19      30        ---      ---      ---      ---      ---      ---      ---      ---       21    e16        7.0
 20      30        ---      ---      ---      ---      ---      ---      ---      ---       20    e16        6.8
 
 21      23        ---      ---      ---      ---      ---      ---      ---      ---       20    e16        7.0
 22      10        ---      ---      ---      ---      ---      ---      ---      ---       20     16        7.9
 23       9.9      ---      ---      ---      ---      ---      ---      ---      ---       20     16        8.0
 24      10        ---       50      ---      ---      ---      ---      ---      ---       21     16        6.7
 25      10       50         50      ---      ---      ---      ---      ---      ---       21     15        6.9
 
 26       9.8      ---      ---      ---      ---      ---      ---      ---       36       21     11        6.5
 27       9.4     46        ---      ---      ---      ---      ---      ---       25       20      8.1      7.3
 28       9.4     43        ---      ---      ---      ---      ---      ---       25       20      8.3      6.9
 29      11       40        ---      ---      ---      ---      ---      ---       27      e19      8.2      6.6
 30      10       38        ---      ---      ---      ---      ---      ---       25      e18      8.3      6.5
 31       9.3      ---      ---      ---      ---      ---      ---      ---      ---      e18      8.4      ---
 
TOTAL   497.4      ---      ---      ---      ---      ---      ---      ---      ---      665    459.3    261.9
MEAN     16.0      ---      ---      ---      ---      ---      ---      ---      ---     21.5     14.8     8.73
MAX        32      ---      ---      ---      ---      ---      ---      ---      ---       25       17       23
MIN       7.1      ---      ---      ---      ---      ---      ---      ---      ---       18      8.1      6.5
AC-FT     987      ---      ---      ---      ---      ---      ---      ---      ---     1320      911      519
 a       3460     2190     3350     1090      821     2570     3360     3490     3230      330      733     2600

CAL YR 1996  a 34460
WTR YR 1997  a 27210

  	e  Estimated.