LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1962-1963
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	1.2	3	23	1.4	7	0.5	1.8	0.8	3	0.8	0.1	0.2
2	0.5	3	23	1.4	1.4	0.8	1.8	0.8	3.6	0.8	0.1	0.2
3	0.5	1.8	23	1.2	1.4	0.5	1.8	1.2	4.4	0.5	0.1	0.1
4	0.5	2.4	23	1.4	1.2	0.5	1.8	1.4	3.6	1.2	0.1	31
5	0.5	1.4	23	1.4	0.8	0.5	1.4	1.4	1.4	1.4	0.2	0.1
6	0.5	1.8	23	1.8	0.8	0.5	1.8	1.4	1.8	1.2	0.2	0
7	1.8	2.4	19.4	2.4	0.8	0.5	1.8	1.2	1.8	0.8	3	0.1
8	1.2	1.2	19.4	2.4	0.8	0.8	3	1.4	1.8	0.8	0.3	0.1
9	0.3	1.2	19.4	3.6	267	10.3	1.8	1.2	1.8	1.4	0.3	0
10	0.3	1.8	3.6	3.6	186	1.8	1.8	1.2	1.8	1.4	0.2	0
11	0.5	1.8	2.4	3	2.4	2.4	2.4	1.2	2.4	0.3	0.1	0
12	1.8	1.8	2.4	2.4	1.4	1.4	2.4	1.2	2.4	0	0.1	0
13	1.8	1.8	2.4	3	1.4	3	2.4	1.2	2.4	0.1	0	0
14	3.6	1.8	2.4	2.4	32	3	35	0.3	1.2	0.1	0	0.1
15	1.2	1.4	2.4	2.4	0	3	3	0.2	1.4	0.1	0.1	0
16	1.4	1.4	1.8	1.8	0	122	1.8	0.2	0.3	0.2	0.1	0
17	0.8	1.8	1.4	1.8	0	27	10.5	2.4	0.3	0.1	0.1	67
18	2.4	1.8	1.4	1.8	0	3	1.8	2.4	1.4	0.1	0.1	74
19	1.2	1.8	1.4	1.4	0.1	1.4	1.8	0.8	1.8	0.1	0.1	13.8
20	1.2	1.4	1.4	1.4	0.1	1.2	11.9	0.5	1.8	0.2	0.1	1.4
21	0.8	1.4	1.4	1.2	0.1	1.2	23	0.5	1.8	0.1	0.1	1.2
22	0.3	1.8	1.4	1.2	0.3	1.2	2.4	0.3	0.8	0.1	0.1	0.8
23	0.2	1.4	1.4	1.2	0.5	3.6	1.8	0.5	1.4	0.1	0.2	0.5
24	0.1	1.8	4.3	1.2	0.8	2.4	1.2	0.8	0.3	0.1	0.2	0.3
25	0.1	1.8	1.4	0.8	0.5	1.8	1.2	0.8	0.3	0.2	0.3	0.2
26	0.5	1.8	1.4	1.4	0.5	1.8	60	1.2	0.8	0.2	0.2	0.1
27	1.2	0.8	1.4	1.4	0.8	2.4	1.4	1.2	1.2	0.2	0.2	0.1
28	1.4	4.5	1.4	1.8	0.8	32	1.2	1.8	1.2	0.2	0.2	0.5
29	1.4	19.4	1.4	1.8	-----	1.4	1.2	2.4	1.2	0.1	0.2	1.2
30	1	23	1.4	1.8	-----	1.4	0.8	3.6	0.8	0.1	0.2	1.2
31	1.3	-----	1.4	39	-----	1.4	-----	4.4	-----	0.1	0.3	-----
A	31.5	94.5	237.5	94.8	508.9	234.7	186	39.9	50.2	13.1	7.6	194.2
B	1	3.2	7.7	3.1	18.2	7.6	6.2	1.3	1.7	0.4	0.2	6.5
C	62.5	187.4	471.1	188	"1,009.40"	465.5	368.9	79.1	99.6	26	15.1	385.2
D	3.6	23	23	39	267	122	60	4.4	4.4	1.4	3	74
E	0.1	0.8	1.4	0.8	0	0.5	0.8	0.2	0.3	0	0	0
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		"1,692.90"		Maximum in CFS	267		Maximum Stage 		3/16/63		"1,410.00"	
Mean in CFS		4.7		Minimum in CFS 	0		Minimum Stage 					
Total in A.F.		"3,357.80"										

Remarks:

LEGEND: 
