LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F81D-R									Water-Year	1966-1967
Location		ALHAMBRA WASH NEAR KLINGERMAN STREET									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	2.1	1.1	0.6	0.4	1.1	0.6	130	0.9	1	1	0.6	20
2	1.6	0.9	135	0.4	1.1	0.6	4	0.9	1	1	0.6	1
3	1.6	0.9	328	0.6	0.9	0.6	0.9	0.9	1	1	0.4	1
4	1.4	0.9	12.6	1.4	0.9	7.7	17.3	0.9	1	1	0.6	1
5	1.6	0.9	259	1.6	0.9	0.6	0.9	1.1	1	1	0.4	1
6	1.4	4.9	270	1.4	1.1	0.6	1.1	1.4	1	1	0.4	1
7	1.6	507	4.6	1.1	0.9	0.9	26	1.1	1	1	0.4	1
8	1.4	3.8	1.6	1.1	0.9	0.9	0.9	1.1	1	1	0.4	1.8
9	1.4	1.8	1.4	0.9	1.4	0.9	1.4	1.4	1	1	0.6	1.4
10	2.2	1.8	0.9	1.1	0.9	1.4	0.6	1.4	1	1	0.6	0.9
11	1.4	1.1	0.6	1.1	0.6	73	146	1.1	1	0.8	0.4	0.9
12	1.4	1.4	0.4	1.4	0.6	150	1.4	1.1	1	0.8	0.4	0.9
13	1.4	1.1	0.9	1.4	0.6	125	1.1	1.1	1	0.8	0.4	0.9
14	1.1	0.9	1.1	1.4	0.9	32	0.9	1.1	1	0.8	0.4	0.9
15	0.9	0.9	0.6	0.9	0.9	0.9	0.6	1.1	1	0.8	0.4	1.1
16	1.4	0.9	0.6	0.9	0.9	0.4	0.6	1.6	1	0.8	0.6	1.1
17	0.9	0.9	0.6	1.1	0.9	0.4	0.9	1.6	1	0.8	0.9	0.9
18	1.1	0.9	0.4	1.1	0.9	0.4	115	1.4	1	0.8	0.9	0.9
19	1.1	0.9	0.6	0.9	0.9	0.4	40	1.4	1	0.8	0.9	1.1
20	1.1	8.8	0.6	0.9	1.1	0.9	11	1.1	1	0.6	0.9	0.9
21	1.4	0.9	0.6	0.9	1.1	0.9	147	1.1	1	0.6	0.9	0.9
22	1.4	2.8	0.9	662	1.1	1.1	52	1.1	1	0.6	0.9	1.1
23	1.1	0.9	0.9	18.8	1.1	1.4	1.4	1.4	1	0.6	0.9	1.1
24	1.4	0.4	0.6	630	1.1	1.1	52	1.1	1	0.9	0.9	0.9
25	1.4	0.6	0.6	14.1	4.7	1.1	1.4	1.6	1	0.6	1.1	0.9
26	1.4	0.6	0.6	1.4	0.6	0.9	0.9	1.8	1	0.6	0.9	2.5
27	1.6	0.3	0.4	0.6	0.6	0.9	0.6	1.4	1	0.6	0.9	0.9
28	1.6	0.3	0.9	0.4	0.6	0.9	7.5	1.4	1	0.4	0.9	15.9
29	1.4	0.6	0.9	0.6	-----	0.9	0.9	1.1	1	0.4	0.9	0.6
30	0.9	0.6	0.9	27	-----	0.9	0.6	0.9	1	0.4	0.9	0.4
31	0.9	-----	0.9	4.2	-----	64	-----	3.8	-----	0.4	0.9	-----
A	42.6	549.8	"1,028.30"	"1,381.10"	29.3	472.3	764.9	40.4	30	23.9	21.3	64.9
B	1.4	18.3	33.2	44.6	1	15.2	25.5	1.3	1	0.8	0.7	2.2
C	84.5	"1,090.50"	"2,039.60"	"2,739.40"	58.1	936.8	"1,517.20"	80.1	59.5	47.4	42.2	128.7
D	2.2	507	328	662	4.7	150	147	3.8	1	1	1.1	20
E	0.9	0.3	0.4	0.4	0.6	0.4	0.6	0.9	1	0.4	0.4	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		"4,448.80"		Maximum in CFS	662		Maximum Stage 		1/22/67		"3,550.00"	
Mean in CFS		12.1		Minimum in CFS 	0.3		Minimum Stage 					
Total in A.F.		"8,824.10"										

Remarks:

LEGEND: 
