LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F274B-R									Water-Year	1959-1960
Location		DALTON WASH AT MERCED AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	2.4	1.4	0.8	0.1	64	15	0.4	0.8	1.8	1.2	5.3	1
2	2	1.8	0.2	0.1	4.1	0.6	0.6	0.8	1.6	0.8	4.6	1.2
3	2	0.4	0.4	0.2	0.3	0.4	1	2	2.2	1.4	3.1	0.4
4	2.2	0.6	1	0.2	0.3	1.4	0.6	2.4	2	1.8	3.8	0.8
5	2.2	0.4	1.8	0.2	0.3	1.4	0.4	2	3.1	1.4	6.7	0.6
6	1.8	0.3	1.2	0.2	0.3	1.2	0.4	1.8	2.2	0.3	2.2	0.4
7	2.2	0.4	1.6	0.2	0.3	1.4	0.8	1	2.2	0.2	2.2	0.4
8	1.2	0.3	2	0.4	57	0.8	1	1.4	2.2	2.2	2.4	0.4
9	2	0.6	1.4	1.8	1	0.3	0.6	1.8	1.6	2	2	0.2
10	2	0.4	3.4	68	11.7	0.4	1.6	1.4	1.4	3.8	2.2	0.2
11	3.1	1	1.4	33	2	0.8	5.8	0.4	1.6	2.4	2	0.2
12	2.2	0.6	1.6	43	3.1	0.8	2	0.2	2.2	3.1	1.4	0.3
13	2.2	0.6	1.4	1.4	2.2	1.4	3.1	0.2	2	2.2	1.6	2.4
14	2	1.6	1.6	12	0.4	1	2.4	0.6	1.6	2	2.2	1.4
15	2	1.6	1.8	11.2	1.6	0.8	2.2	1.8	2.2	1.4	1.8	2
16	1.4	1.2	1.6	0.4	4.6	0.6	2	1	2.2	1.8	1.4	2.2
17	1.6	0.8	1	0.2	5.3	0.3	2.2	1.4	1.8	0.8	1.2	1.4
18	2.4	1.2	1.6	1.6	3.1	0.6	2.2	1.6	2	3.1	1.6	0.8
19	2.2	0.8	1.8	0.2	2.4	0.8	2.2	0.8	1.6	1	0.8	1
20	1.6	1	3.6	1.6	2.2	1.2	1.4	0.2	0.6	0.3	1.8	0.4
21	0.6	2	6.4	5.3	2	1	1	0.3	0.3	0.4	1.6	0.2
22	0.8	1.4	0.1	5.3	3.1	0.8	1.6	1.4	0.4	1.4	2	0.2
23	0.8	2	0.7	5.3	2.2	1.4	2.4	1.8	0.4	2.2	1.2	0.2
24	1.2	2	41	5.3	2.2	0.3	1.8	3.8	1.2	5.3	1.8	0.6
25	2	2	44	17.2	0.6	0.8	1	3.1	1.8	5.3	2.2	1.4
26	2	2.2	0.2	4.8	0.4	1.4	0.6	2.4	2.4	3.8	2	1.6
27	2.2	1.2	0.2	0.4	0.4	2.7	130	0.4	2.2	2	1.8	1.6
28	2.2	0.6	0.2	0.9	7.5	19.6	13.1	0.3	2.4	1.8	2	2
29	0.8	1.2	0.2	0.6	7.2	0.4	1.2	0.8	2	2.4	2.2	2
30	1	1	0.1	0.4	-----	0.6	1	2.4	2	4.6	1.8	1.6
31	1.6	-----	0.1	0.8	-----	1.1	-----	3.8	-----	6	1	-----
A	55.9	32.6	124.4	222.3	191.8	61.3	186.6	44.1	53.2	68.4	69.9	29.1
B	1.8	1.1	4	7.2	6.6	2	6.2	1.4	1.8	2.2	2.3	1
C	110.9	64.7	246.7	440.9	380.4	121.6	370.1	87.5	105.5	135.7	138.6	57.7
D	3.1	2.2	44	68	64	19.6	130	3.8	3.1	6	6.7	2.4
E	0.6	0.3	0.1	0.1	0.3	0.3	0.4	0.2	0.3	0.2	0.8	0.2
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		"1,139.60"		Maximum in CFS	130		Maximum Stage 		4/27/60		966	
Mean in CFS		3.1		Minimum in CFS 	0.1		Minimum Stage 		5/20/60		0.1	
Total in A.F.		"2,260.40"										

Remarks:

LEGEND: 
