LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1965-1966
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	14.8	1.6	0.6	13.2	4.8	2.1	0.9	0.4	1.2	0.9	0.6	1.2
2	5.6	2.1	0.6	13.2	3.3	2.1	0.9	0.6	1.2	0.6	0.6	0.9
3	3.3	2.1	0.9	22	2.1	2.1	0.9	0.2	1.2	0.2	0.6	0.9
4	3.3	2.7	1.2	38	3.3	2.1	0.6	0.2	1.2	0.2	0.6	0.9
5	4	2.7	1.2	33	1.6	1.6	0.6	0.2	1.2	0.4	1.2	0.9
6	3.3	1.2	0.9	17.8	162	0.6	0.6	0.2	1.2	0.6	1.2	0.9
7	2.7	0.9	0.9	16.3	4.8	0.6	0.6	0.9	1.2	0.6	0.9	0.9
8	2.7	1.2	0.6	16.3	2.1	1.6	0.6	0.6	1.2	0.6	0.9	0.9
9	2.1	1.6	76	16.3	1.6	0.6	0.9	1.6	1.2	0.4	0.9	0.9
10	2.1	0.6	64	14.8	1.6	0.9	0.9	0.6	1.2	0.4	0.9	0.6
11	2.7	0.4	86	13.2	1.6	0.9	0.6	0.9	3.3	2.7	0.9	0.6
12	3.3	0.6	125	11.7	1.2	0.9	0.6	0.4	2.7	0.9	0.9	0.6
13	2.7	0.4	100	13.2	0.9	3.3	0.9	0.6	2.1	1.2	0.6	0.6
14	2.7	44	123	13.2	0.9	4.8	1.2	0.4	2.1	0.6	0.9	0.6
15	2.7	54	104	13.2	1.2	2.7	0.9	0.4	0.9	0.2	0.9	0.6
16	1.6	185	94	8.6	2.1	1.6	0.9	0.9	0.6	0.4	0.9	0.9
17	1.6	66	96	8.6	2.1	1.6	0.6	0.6	0.6	0.4	1.2	0.6
18	1.6	9.6	3.3	8.6	2.7	0.6	0.6	0.4	0.9	0.4	1.2	0.6
19	2.7	0.9	1.2	8.6	2.1	0.6	1.2	0.4	0.9	0.4	0.9	0.9
20	2.7	0.6	1.2	8.6	2.1	0.4	0.4	0.6	0.9	0.6	0.9	0.6
21	3.3	0.6	1.2	8.6	1.6	0.6	0.4	0.6	0.6	0.9	0.9	0.9
22	2.7	646	4.7	10.1	1.6	0.6	0.4	0.6	0.6	0.9	0.9	0.6
23	2.1	103	0.9	10.1	1.6	1.2	0.4	0.6	0.6	0.9	0.9	0.6
24	2.7	222	0.6	19.4	3.3	28	0.4	0.9	0.9	0.9	0.9	0.6
25	3.3	67	0.6	45	2.7	21	0.4	0.9	0.9	0.6	1.2	0.6
26	3.3	2.7	0.6	33	2.7	0.9	0.4	0.9	1.2	0.6	1.2	0.4
27	3.3	1.6	0.6	2.7	2.7	0.9	0.4	1.2	1.2	0.6	0.9	0.6
28	2.7	0.9	0.9	2.1	2.7	0.6	0.4	1.2	1.2	0.6	1.2	0.4
29	3.3	0.6	547	2.1	-----	0.6	0.4	1.2	1.2	0.6	2.7	1.2
30	3.3	0.6	10.1	112	-----	0.6	0.4	1.2	0.9	0.6	2.7	0.6
31	2.1	-----	10.1	3.3	-----	0.6	-----	0.9	-----	0.6	0.9	-----
A	100.3	"1,423.20"	"1,457.90"	556.8	223	87.3	19.4	21.3	36.3	20.5	32.1	22.1
B	3.2	47.4	47	18	8	2.8	0.6	0.7	1.2	0.7	1	0.7
C	198.9	"2,822.90"	"2,891.70"	"1,104.40"	442.3	173.2	38.5	42.2	72	40.7	63.7	43.8
D	14.8	646	547	112	162	28	1.2	1.6	3.3	2.7	2.7	1.2
E	1.6	0.4	0.6	2.1	0.9	0.4	0.4	0.2	0.6	0.2	0.6	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		"4,000.20"		Maximum in CFS	646		Maximum Stage 		12/29/66		"2,060.00"	
Mean in CFS		11		Minimum in CFS 	0.2		Minimum Stage 					
Total in A.F.		"7,934.30"										

Remarks:

LEGEND: 
