LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F312-R									Water-Year	1958-1959
Location		SAN JOSE CHANNEL ABOVE WORKMAN MILL ROAD									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.9	2	1.7	1.2	0.2	0.4	0.3	0.8	2.7	1.7	0.5	0.4
2	0.8	1.4	1.8	6.8	0.2	0.4	0.3	0.8	4.2	1.4	0.4	0.4
3	0.8	1	1.8	0.9	0.2	0.4	0.3	0.8	5.5	1.2	0.5	0.5
4	0.8	0.9	1.9	1.2	0.2	0.4	0.3	0.9	2.4	1	0.6	0.5
5	0.9	1.1	1.9	0.8	0.3	0.4	0.3	0.9	1.4	0.9	0.8	0.6
6	1	1.2	2	22	0.3	0.3	0.3	0.9	1.3	0.8	0.9	0.7
7	1.2	1.4	2	2.1	0.3	0.3	0.3	0.8	1.4	0.8	0.8	0.8
8	1.4	1.5	2	1.3	0.4	0.2	1.3	0.6	1.2	0.7	0.8	0.8
9	1.8	1.9	2.1	1	0.3	0.2	2.3	0.6	1.7	0.6	0.8	0.9
10	2	2.6	2.1	0.8	0.3	0.2	0.7	0.6	4.8	0.6	0.8	1
11	1.7	2.7	2.1	0.7	2	0.2	3.6	0.7	2.3	0.6	0.7	1
12	1.6	2	2.1	0.6	0.7	0.1	4.6	0.8	2.2	0.6	0.7	1
13	1.2	3	2.4	0.5	0.6	0.2	3.8	0.8	4.4	0.6	0.7	1
14	1	3.1	2	0.4	0.6	0.3	2.8	1	6.1	0.7	0.7	0.8
15	1.1	4.2	1.8	0.2	0.6	0.3	2.8	0.9	3.1	0.9	0.6	0.7
16	1	4.6	1.6	0.2	1.1	0.3	3.1	0.9	1.5	1	0.6	0.6
17	0.8	3.8	1.7	0.2	0.9	0.4	2.4	0.9	1.8	1	0.6	0.6
18	0.8	3	1.9	0.2	1.1	0.4	1.6	0.8	1.8	0.9	0.6	0.7
19	0.8	3.7	2.2	0.2	0.7	0.4	1	1.3	1.5	0.9	0.6	0.8
20	0.7	1.5	2.1	0.1	0.6	0.4	0.7	1.8	1.2	0.8	0.6	0.9
21	0.7	1.2	1.9	0.1	0.5	0.4	1	1.6	0.9	0.8	0.5	1.1
22	0.7	1.1	1.8	0.1	0.4	0.3	1.4	1.9	0.8	0.7	0.5	1.2
23	0.8	1.2	1.9	0.1	0.4	0.3	1.1	1.9	0.9	0.7	0.4	1.3
24	0.7	1.2	2	0.1	0.4	0.3	0.7	2.1	0.8	0.6	0.4	1.4
25	8.6	1	2.2	0.1	0.5	0.3	1.2	1.9	0.8	0.6	0.4	1.5
26	5	1.5	1.8	0.1	0.5	0.3	86	3.5	1	0.6	0.4	1.6
27	3.1	1.5	1.4	0.1	0.5	0.3	1.5	3.5	1.2	0.6	0.4	1.7
28	2.8	1.6	1.8	0.1	0.5	0.3	1.4	2.3	1.2	0.6	0.5	1.8
29	2.8	1.6	1.7	0.1	-----	0.3	1.2	2.8	1.4	0.6	0.4	1.9
30	2.3	1.7	1.5	0.1	-----	0.3	1	4	1.6	0.5	0.4	2
31	2.2	-----	1.7	0.2	-----	0.3	-----	3.2	-----	0.5	0.4	-----
A	52	60.2	58.9	42.6	15.3	9.6	129.3	46.3	63.1	24.5	18	30.2
B	1.7	2	1.9	1.4	0.5	0.3	4.3	1.5	2.1	0.8	0.6	1
C	103.1	119.4	116.8	84.5	30.3	19	256.5	91.8	125.2	48.6	35.7	59.9
D	8.6	4.6	2.4	22	2	0.4	86	4	6.1	1.7	0.9	2
E	0.7	0.9	1.4	0.1	0.2	0.1	0.3	0.6	0.8	0.5	0.4	0.4
NOTE:	A - Total in CFS		B - Mean Flow in CFS			C - Total in A.F.		D - Maximum in CFS			E - Minimum in CFS	

Annual Data							Instantaneous		Date	Time	Flow in CFS	
Total in CFS		550		Maximum in CFS	86		Maximum Stage 		1/6/59		"2,720.00"	
Mean in CFS		1.5		Minimum in CFS 	0.1		Minimum Stage 					
Total in A.F.		"1,090.90"										

Remarks:

LEGEND: 
