LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F274B-R									Water-Year	1960-1961
Location		DALTON WASH AT MERCED AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	1	2	1.4	1.6	0.6	2.4	5.3	3.1	1	1.6	0.4	0.8
2	0.8	1.6	7.3	1.8	0.4	3.1	4.6	2	1.2	0.6	1.4	0.8
3	1.4	74	1.8	1.6	0.4	3.1	4.6	6	1	0.8	0.8	0.8
4	1.6	2.4	1.8	1.8	0.4	2	3.8	7.4	0.4	0.3	0.6	0.8
5	1.6	55	2.4	1.8	0.6	2	5.3	6.7	0.8	0.3	0.6	0.6
6	1.8	30	1.4	1.8	1.2	2	6	5.3	2.4	0.3	0.4	0.6
7	2	0.4	1.8	1.6	1.8	2	5.3	5.3	1.4	0.8	0.4	0.6
8	2	0.3	1.6	1.8	1.8	2	4.6	2.4	0.8	1.6	1	0.8
9	3.9	0.6	1.8	2	1.8	2.4	4.6	2.4	0.4	0.6	0.4	0.4
10	5.9	0.4	3.1	1.6	2	3.1	4.6	2.2	1.2	1	0.4	0.3
11	1.8	0.8	3.1	1.8	2.2	5.3	4.6	2	1	1.8	0.3	0.3
12	1.4	44	3.8	1.8	2	4.6	3.1	1.6	1	1.8	0.3	0.4
13	2	1.2	2.2	2	1.6	3.9	3.1	2.2	0.8	1.8	0.3	0.4
14	1.4	1	2	2	1.2	3.2	2.4	2.2	0.8	1	0.4	0.3
15	1.2	1.6	2.2	2.2	1.2	26	2	1.6	1.6	1.4	0.4	0.2
16	1.8	1.2	2.2	1.4	1.5	2.5	3.1	1.2	1.8	1.2	0.3	0.3
17	1.4	0.6	2.4	2	1.5	1.2	2.2	1	2	1.2	0.4	0.3
18	1.6	0.4	2.4	1.8	1.5	1	2.4	1	1	0.6	1.4	0.6
19	1.4	1.6	3.8	1.8	1.5	1	2.4	2.2	0.8	1.4	1.4	0.8
20	1	1.6	3.1	3.8	1.5	1.2	3.1	3.1	1.2	1.2	0.4	0.4
21	0.8	2	2.4	3.8	1.5	1.6	3.8	2.4	1.4	1	0.3	0.6
22	1	1.8	2.4	3.1	1.5	3.1	11.3	3.1	1.4	0.6	0.3	1.4
23	0.8	1.6	1.6	3.1	1.5	3.1	6	2	0.8	1	0.2	1.4
24	1.2	1.8	2	4.6	1.4	11.7	3.1	4.6	2	1	0.3	0.8
25	0.4	2.2	2	4.6	2	18.7	3.1	2.4	0.4	0.4	0.4	1
26	1	62	1.8	150	2	2.2	2.2	3.8	1	0.6	0.6	0.3
27	1	2.4	1.2	3.1	2	3.1	2.4	3.8	0.6	1.2	0.6	0.3
28	1.2	1.6	1	1.4	2	9.4	4.6	2.2	1.4	1	0.8	0.2
29	1.6	1	0.4	1	-----	5.3	2.4	2	1.2	1.2	0.8	0.3
30	1.4	1.6	0.8	0.8	-----	5.3	2.4	1.4	1	0.6	1	0.4
31	1	-----	1.4	0.8	-----	3.8	-----	0.4	-----	0.8	0.8	-----
A	48.4	298.7	68.6	214.3	40.6	141.3	118.4	89	33.8	30.7	18.1	17.2
B	1.6	10	2.2	6.9	1.5	4.6	3.9	2.9	1.1	1	0.6	0.6
C	96	592.5	136.1	425.1	80.5	280.3	234.8	176.5	67	60.9	35.9	34.1
D	5.9	74	7.3	150	2.2	26	11.3	7.4	2.4	1.8	1.4	1.4
E	0.4	0.3	0.4	0.8	0.4	1	2	0.4	0.4	0.3	0.2	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		"1,119.10"		Maximum in CFS	150		Maximum Stage 		1/26/61		"1,470.00"	
Mean in CFS		3.1		Minimum in CFS 	0.2		Minimum Stage 		9/28/60		0.2	
Total in A.F.		"2,219.70"										

Remarks:

LEGEND: 
