10268282 BIRCH CREEK BELOW DIVERSION DAM, NEAR BISHOP, CA
LOCATION.--Lat 37°16'42", long 118°36'40", unsurveyed, T.8 S., R.31 E., Inyo County, Hydrologic Unit 18090102,
Inyo National Forest, on right bank below diversion dam at convergence of Birch Creek and tributary to Birch
Creek, and 13.9 mi southwest of Bishop.
PERIOD OF RECORD.--October 1995 to September 1996.
GAGE.--Water-stage recorder and sharp-crested weir. Elevation of gage is 8,290 ft above sea level, from
topographic map.
REMARKS.--Water from McGee Creek enters Birch Creek via McGee Creek Diversion (station 10268225) 0.5 mi upstream
from Birch Creek Diversion Dam. Most of the water is diverted 15 ft upstream at Birch Creek Diversion Dam to
Bishop Creek Powerplant No. 2 for power development downstream. See schematic diagram of Bishop Creek basin.
COOPERATION.--Records collected by Southern California Edison Co., under general supervision of the
U.S. Geological Survey, in connection with a Federal Energy Regulatory Commission project.
EXTREMES FOR PERIOD OF RECORD.--Maximum discharge, 14 ft3/s, June 10, 1996; minimum daily, 0.36 ft3/s, several
days in 1996.
DISCHARGE, CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1995 TO SEPTEMBER 1996
DAILY MEAN VALUES
DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP
1 --- .67 .76 e.82 .76 .82 .75 .75 .36 .38 4.7 .38
2 --- .66 .76 e.82 .76 .82 .75 .79 .36 .78 4.8 .38
3 --- .67 .76 e.82 .76 .82 .73 .79 .37 5.4 4.9 .36
4 --- .66 .76 e.82 .76 .81 .73 .80 .44 9.5 4.6 .42
5 --- .65 .72 e.82 .76 .80 .73 .79 .36 7.8 4.2 .80
6 --- .65 .76 e.82 .76 .79 .73 .79 .37 5.9 3.9 1.7
7 --- .66 .76 e.82 .76 .77 .73 .80 1.9 7.3 3.8 2.0
8 --- .68 .76 e.82 .76 .76 .74 .81 10 8.0 3.6 1.8
9 --- .85 .76 e.82 .76 .76 .73 .82 11 7.5 2.1 1.2
10 --- .86 .76 e.82 .76 .76 .73 .79 9.5 9.1 .54 .38
11 --- .78 .71 e.82 .76 .76 .73 .80 9.4 10 .55 .38
12 --- .77 1.2 e.82 .81 .76 .73 .81 7.7 9.3 .48 .38
13 --- .76 .61 e.82 .82 .76 .73 .80 5.2 8.9 .43 .38
14 --- .76 .61 e.82 .82 .76 .73 .80 4.7 9.2 .42 .38
15 --- .76 .73 .78 .82 .76 .73 1.0 4.7 7.5 .42 .43
16 --- .76 .85 .79 .82 .76 .73 1.2 4.7 7.4 .41 2.3
17 --- .76 .85 .79 .82 .76 .73 1.2 4.2 8.2 .41 3.5
18 --- .76 .85 .79 .82 .76 .72 1.3 2.1 8.3 .40 2.7
19 --- .76 .85 .79 .84 .76 .71 1.3 3.7 6.3 .40 .38
20 --- .76 .85 .77 .85 .76 .70 1.2 4.3 5.2 .39 .38
21 --- .78 .85 .79 .82 .76 .70 1.2 4.4 5.5 .38 .38
22 --- .78 .85 .76 .81 .76 .70 1.2 2.9 5.6 .38 .38
23 --- .73 .85 .76 .82 .76 .68 1.2 2.8 6.1 .38 .38
24 --- .73 .84 .78 .82 .76 .71 1.1 3.4 6.7 .38 .38
25 .95 .71 .83 .76 .82 .76 .73 1.1 2.1 6.8 .38 .38
26 .96 .74 e.85 .76 .82 .73 .71 1.1 .38 6.8 .38 .38
27 .80 .76 e.85 .76 .82 .73 .71 1.1 .36 6.9 .38 .38
28 .67 .76 e.85 .76 .82 .74 .70 1.2 .36 7.5 .38 .38
29 .67 .77 e.85 .76 .82 .73 .71 3.0 .36 7.7 .38 .38
30 .67 .76 e.85 .76 --- .73 .70 .49 .36 6.1 .38 .38
31 .67 --- e.85 .76 --- .74 --- .36 --- 4.5 .38 ---
TOTAL --- 22.16 24.99 24.60 23.15 23.71 21.64 31.39 102.78 212.16 45.63 24.43
MEAN --- .74 .81 .79 .80 .76 .72 1.01 3.43 6.84 1.47 .81
MAX --- .86 1.2 .82 .85 .82 .75 3.0 11 10 4.9 3.5
MIN --- .65 .61 .76 .76 .73 .68 .36 .36 .38 .38 .36
AC-FT --- 44 50 49 46 47 43 62 204 421 91 48
e Estimated.
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