LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1967-1968
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	0.1	0.1	0.9	0.6	0.2	0.4	55	1.2	0.9	0.4	90	90
2	0.1	0.1	0.6	0.9	0.2	0.4	11.7	0.9	0.9	0.9	90	90
3	0.1	0.1	0.6	0.9	0.2	0.4	0.6	0.9	0.6	0.6	86	94
4	0.1	0.2	0.4	0.4	0.2	0.4	0.4	0.9	0.9	0.4	86	97
5	0.1	0.1	0.4	0.4	0.2	0.4	0.4	0.9	0.9	0.4	86	97
6	0.1	0.1	0.4	0.6	0.2	1.6	0.4	0.6	0.6	0.4	86	94
7	0.1	0.2	0.9	0.4	0.2	103	0.4	1.2	6.8	0.4	95	94
8	0.1	0.1	0.6	0.4	0.2	647	0.4	1.2	0.4	0.6	97	94
9	0.1	0.1	0.4	0.4	6.2	4	0.9	0.9	0.4	0.6	100	90
10	0.1	0.1	0.4	0.4	0.9	1.6	0.6	0.9	0.6	0.6	94	90
11	0.1	0.1	0.4	4.5	0.4	1.2	0.6	0.9	0.6	0.4	90	94
12	0.1	0.1	0.4	0.2	0.6	0.9	0.6	0.9	0.6	0.4	94	94
13	0.1	0.1	0.1	0.1	98	10.1	7.4	0.9	0.4	0.2	97	94
14	0.1	0.1	0.2	0.2	5.9	0.9	6.1	0.9	0.6	0.2	97	94
15	0.1	0.2	0.2	0.1	0.6	1.4	0.6	0.9	0.6	0.2	97	94
16	0.1	0	0.4	0.4	0.6	1.3	0.6	0.9	1.2	0.1	97	94
17	0.1	0.1	0.4	0.2	0.6	3.5	0.6	0.9	0.4	0.2	94	94
18	0.1	0.6	160	0.2	0.6	0.6	0.6	1.2	0.6	0.2	94	94
19	0.1	224	78	0.1	0.4	0.6	0.9	1.6	0.4	0.2	94	94
20	0.1	130	1.6	0.1	0.4	0.9	0.9	0.9	0.4	0.2	94	94
21	0.1	222	0.9	0.1	0.4	0.9	1.2	1.2	0.6	0.2	94	94
22	0.1	2.7	0.6	2.1	0.4	1.2	1.6	0.9	0.4	0.2	90	94
23	0.1	1.2	0.6	0.4	0.4	3.3	1.2	0.9	0.2	20	94	90
24	0.1	0.6	0.6	0.2	0.4	2.7	0.9	0.9	0.2	97	97	90
25	0.1	0.6	0.6	0.4	0.2	4	0.6	0.9	0.4	100	94	90
26	0.1	0.6	0.6	3.6	0.2	3.3	0.6	0.9	0.4	98	94	94
27	0.1	0.9	0.6	46	0.2	2.7	0.6	0.9	0.4	90	94	94
28	0.1	0.6	0.6	1.2	0.2	3.3	0.9	0.9	0.6	90	94	90
29	0.1	0.4	0.6	0.9	0.2	3.3	1.2	2.1	0.6	90	94	90
30	0.1	94	0.6	0.4	-----	1.6	0.9	0.6	0.6	80	94	90
31	0.1	-----	0.6	4.5	-----	1.6	-----	0.9	-----	90	86	-----
A	3.1	680.1	254.2	71.3	119.4	808.5	99.4	30.7	23.2	763	"2,883.00"	"2,786.00"
B	0.1	22.7	8.2	2.3	4.1	26.1	3.3	1	0.8	24.6	93	92.9
C	6.1	"1,349.00"	504.2	141.4	236.8	"1,603.60"	197.2	60.9	46	"1,513.40"	"5,718.30"	"5,526.00"
D	0.1	224	160	46	98	647	55	2.1	6.8	100	100	97
E	0.1	0	0.1	0.1	0.2	0.4	0.4	0.6	0.2	0.1	86	90
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		"8,521.90"		Maximum in CFS	647		Maximum Stage 		3/8/68		"3,390.00"	
Mean in CFS		23.3		Minimum in CFS 	0		Minimum Stage 					
Total in A.F.		"16,902.90"										

Remarks:

LEGEND: 
