LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1969-1970
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.2	0.2	1.2	0.2	0.4	270	0.9	0.6	1.2	0.4	0.4	0.2
2	0.2	0.2	1.2	0.2	0.2	80	0.6	0.4	0.9	0.6	0.6	0.4
3	0.1	0.2	0.9	0.2	0.2	2.7	0.9	0	0.6	0.9	0.9	0.4
4	0.2	0.1	0.6	0.4	0.2	178	0.9	0	0.6	0.6	1.2	0.4
5	0.1	0.2	0.6	0.4	0.2	41	1.2	0	0.4	0.4	1.2	0.4
6	0	194	0.6	0.6	0.2	2.1	1.2	0.2	0.4	0.6	0.9	0.4
7	0	42	0.6	0.6	0.2	2.1	0.9	0.2	0.6	0.6	0.9	0.2
8	0	1.6	2.1	0.4	0.1	1.2	0.9	0.6	0.4	0.6	0.6	0.1
9	0	1.6	0.4	7.5	6.8	0.6	2.7	0.9	0.2	0.4	0.6	0.1
10	0	1.6	0.2	17	278	0.6	0.4	0.9	0.2	0.2	0.4	0.1
11	0	1.2	0.2	4	15	0.6	0.2	0.9	0.2	0.2	0.2	0.1
12	0	1.6	0.2	0.6	0.9	0.6	0.4	0.6	0.2	0.2	0.2	0.2
13	0	0.9	0.2	0	0.6	0.6	0.4	0.9	0.2	0.2	0.2	0.1
14	0	0.9	0.2	11	0.6	0.6	0.6	0.9	0.2	0.2	0.4	0.2
15	0	0.9	0.1	0.6	0.4	0.6	0.9	0.4	0.2	0.4	0.2	0.2
16	0.1	0.9	0.2	70	0.4	0.2	0.4	0.4	0.6	0.4	0.2	0.1
17	0.1	0.9	0.2	1.2	0.4	0.2	0.2	0.6	0.6	0.2	0.2	0.2
18	0.1	0.9	0.4	0.4	0.6	0.1	0	1.2	0.2	0.1	0.2	0.2
19	0	0.9	0.4	0.2	0.2	0.2	0	1.2	0.4	0.2	0.2	0.1
20	0	0.6	0.4	0.1	0.1	0.6	0.1	0.4	0.6	0.2	0.2	0.2
21	0.1	0.6	0.4	0.1	0	1.2	0.2	0.4	0.6	0.2	0.1	0
22	0.1	0.6	1.6	0.2	0	1.6	0.6	0.4	0.4	0.2	0.1	0
23	0	0.6	0.4	0.1	0.1	1.6	0.6	0.6	0.4	0.1	0.1	0
24	0	0.6	0.6	0.1	0.2	2.1	0.6	1.6	0.6	0.1	0.2	0.2
25	0.2	0.6	0.4	0.1	0.6	1.6	1.2	10.1	0.6	0	0.4	0.1
26	0.1	0.9	0.4	0.1	0.6	1.2	1.2	3.3	0.4	0	0.2	0.2
27	0.1	1.2	0.4	0.1	0.4	0.9	0.6	2.7	0.4	0.1	0.4	0.2
28	0	1.2	0.4	0.1	236	0.9	0.6	2.1	0.2	0.1	0.2	0.1
29	0.1	1.2	0.2	0.1	-----	0.6	0.6	0.9	0.4	0.1	0.1	0.1
30	0.1	1.2	0.1	0.1	-----	6.6	0.9	2.7	0.4	0.2	0.1	0.1
31	0.1	-----	0.4	0.2	-----	0.4	-----	4	-----	0.4	0.2	-----
A	2	260.1	16.2	116.9	543.6	601.3	20.9	40.1	13.3	9.1	12	5.3
B	0.1	8.7	0.5	3.8	19.4	19.4	0.7	1.3	0.4	0.3	0.4	0.2
C	4	515.9	32.1	231.9	"1,078.20"	"1,192.70"	41.5	79.5	26.4	18	23.8	10.5
D	0.2	194	2.1	70	278	270	2.7	10.1	1.2	0.9	1.2	0.4
E	0	0.1	0.1	0	0	0.1	0	0	0.2	0	0.1	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		"1,640.80"		Maximum in CFS	278		Maximum Stage 		3/1/70		"2,210.00"	
Mean in CFS		4.6		Minimum in CFS 	0		Minimum Stage 					
Total in A.F.		"3,254.50"										

Remarks:

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