LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F274B-R									Water-Year	1963-1964
Location		DALTON WASH AT MERCED AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	2.2	2	2.4	2	1.2	3.1	35	2.4	0.2	0.2	0.4	0.6
2	2.4	1.8	2.2	2	1.2	30	6	2.4	0.2	0.2	0.4	0.6
3	2.4	4.9	2.2	2	1.4	2	3.8	2.4	0.2	0.2	0.4	1
4	2.2	2	2.4	1.8	1.6	1.6	2.2	4.9	0.3	0.2	0.8	1
5	1.8	3.8	3.1	1.6	2.2	2.4	2.2	4.6	0.2	0.4	0.4	1
6	0.8	27	2.4	1.8	2.2	3.8	2.2	3.8	0.2	0.1	0.8	0.4
7	1	1.8	1.6	1.6	2.2	2.4	2	1.4	0.2	0.2	0.8	0.4
8	2	3.8	1.8	1.6	2.4	2.2	1.6	1.2	0.2	0.4	0.8	0.4
9	2	6	2	1.4	3.1	2.2	1.8	2.4	10.3	0.2	0.8	0.6
10	2	4.6	2	2.4	2.4	2	2	0.6	1.4	0.2	0.8	0.6
11	3.8	3.8	2	1.6	2.2	2.4	3.1	1	0.4	0.4	0.8	0.4
12	2.4	4.6	2.2	1.2	1.2	22	1.2	1.4	0.4	1.2	0.8	0.4
13	3.1	3.1	2.2	1.2	1.2	8.2	2.2	0.6	0.3	0.6	0.8	0.4
14	2	2.2	2.2	1	1.8	7.4	1.8	0.4	0.3	0.2	0.4	0.4
15	2.2	16.3	1.8	1	1.8	2.2	1.8	0.4	0.3	0.2	0.4	0.4
16	27	1.2	2	1	2	0.8	3.8	0.8	0.3	0.3	0.4	0.4
17	3.8	2.2	2.4	1	1.8	1.2	2.2	0.6	0.3	0.3	0.4	0.4
18	3.1	2.4	2.2	2.3	1.8	1.4	3.1	0.6	0.3	1	0.4	0.4
19	2	9	2	14	1.6	1.4	14.1	0.6	0.2	2.4	0.4	0.4
20	2	149	1.8	6.7	1.2	0.6	3.8	0.6	0.2	1.2	0.4	0.4
21	1.2	1.6	1.8	169	1.6	0.4	1.6	0.4	0.2	0.3	0.6	0.4
22	1.4	1.4	1.8	141	2.2	118	1.8	0.3	0.2	0.4	0.4	0.4
23	2	1.2	2	4.6	2.2	41	5.3	0.4	0.2	0.4	0.4	0.4
24	2	1.6	2	1.8	2	3	1.4	0.4	0.2	0.8	0.6	0.4
25	1.6	1.8	2	0.8	4.9	2.4	1	0.4	0.2	0.4	0.6	0.4
26	1.8	1.8	2.4	0.6	3.8	2.2	1	0.4	0.2	0.3	0.6	0.4
27	1.6	1.8	2.2	0.6	2.2	2	2.2	0.4	0.3	0.4	0.4	0.4
28	2	2	1.8	0.8	2.2	1.6	18.3	0.4	0.2	0.4	0.4	0.4
29	2.4	1.8	2	0.6	6.8	1	3.1	0.4	0.3	0.4	0.3	0.4
30	3.8	1.8	2.2	0.4	-----	1.6	3.1	0.3	0.2	0.4	0.4	0.8
31	3.1	-----	2	0.6	-----	14.2	-----	0.4	-----	0.4	0.4	-----
A	93.1	268.3	65.1	370	64.4	286.7	134.7	37.3	18.6	14.7	16.7	15
B	3	8.9	2.1	11.9	2.2	9.2	4.5	1.2	0.6	0.5	0.5	0.5
C	184.7	532.2	129.1	733.9	127.7	568.7	267.2	74	36.9	29.2	33.1	29.8
D	27	149	3.1	169	6.8	118	35	4.9	10.3	2.4	0.8	1
E	0.8	1.2	1.6	0.4	1.2	0.4	1	0.3	0.2	0.1	0.3	0.4
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		"1,384.60"		Maximum in CFS	169		Maximum Stage 		1-21-22-64		"1,530.00"	
Mean in CFS		3.8		Minimum in CFS 	0.1		Minimum Stage 		7/6/64		0.1	
Total in A.F.		"2,746.30"										

Remarks:

LEGEND: 
