LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS												
Hydraulic Water Conservation Division												
GAGING STATION SUMMARY												
Station No.		F304-R									Water-Year	1964-1965
Location		WALNUT CREEK AT PUENTE AVENUE									Rating Table No.	
DAY	OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP
1	1.6	2.1	1.6	0.9	0.9	2.1	244	2.1	2.1	1.6	2.1	2.1
2	2.1	1.6	0.9	0.9	0.9	2.7	92	3.3	2.1	0.9	2.1	2.1
3	1.6	1.6	1.2	1.2	0.9	2.1	54	7.8	2.1	1.6	2.1	1.6
4	2.1	1.6	1.2	0.9	2.1	2.1	12.6	1.2	2.1	1.6	2.7	2.1
5	1.6	1.6	1.2	0.6	2.1	1.6	2.1	1.6	2.7	1.6	2.1	2.1
6	1.6	1.6	1.6	0.6	19.9	2.7	0.9	2.1	2.7	1.2	2.1	2.7
7	1.6	1.6	2.1	12.8	2.7	11.1	2	1.6	2.1	1.2	1.6	8.8
8	1.6	2.1	2.1	0.9	6.5	1.6	227	0.4	2.7	4.8	1.6	0.9
9	2.1	14.7	2.1	2.1	3.3	2.1	435	0.4	2.7	4	0.9	0.9
10	2.1	33	1.6	2.1	1.6	1.6	14.3	0.2	2.7	2.7	1.2	0.9
11	2.7	0.2	2.1	1.6	1.6	2.1	2.7	2.7	2.7	2.1	1.2	0.9
12	2.1	0.4	2.1	1.6	1.2	2.7	1.6	4	2.7	2.1	0.4	0.9
13	2.7	0.2	2.1	1.2	1.2	24	1.2	2.7	2.7	3.3	0.6	0.9
14	2.7	1.6	2.1	1.2	1.2	1.6	0.6	2.1	2.7	4.8	1.2	0.9
15	2.1	1.6	1.6	1.2	1.2	10.5	0.6	2.7	2.7	4.8	1.6	136
16	2.7	1.2	1.6	1.2	1.6	0.9	1.6	2.7	2.7	4	1.6	310
17	2.1	58	1.6	0.9	2.1	0.4	1.6	2.1	2.7	11.2	1.6	310
18	2.1	1.2	1.6	1.2	2.1	0.2	1.6	1.6	2.7	2.7	2.1	228
19	2.1	1.2	2.7	1.2	2.1	0.2	2.1	2.7	2.7	2.1	2.7	34
20	2.1	1.6	23	1.2	2.1	0.2	1.2	2.7	2.1	2.1	2.7	272
21	1.2	1.2	1.2	1.2	2.7	0.2	2.1	1.6	0.9	2.7	2.1	299
22	2.1	1.2	1.2	1.2	2.7	0.2	2.1	2.1	0.9	2.1	2.7	299
23	2.1	1.6	1.2	1.2	2.7	0.6	2.1	2.7	0.6	1.6	2.7	289
24	2.1	2.1	1.2	18.2	2.1	1.2	2.7	2.1	1.6	1.6	2.1	284
25	2.1	1.2	0.9	1.2	2.7	0.9	2.7	2.7	1.6	1.6	1.6	268
26	1.6	1.6	1.2	1.2	1.2	0.6	2.1	2.7	2.1	1.6	1.6	237
27	2.1	1.6	89	1.2	1.2	0.6	2.1	1.6	1.6	3.3	1.2	232
28	2.1	1.6	3.3	1.2	2.1	0.9	2.7	2.1	1.2	2.1	2.7	223
29	7.9	1.6	0.2	0.9	-----	1.6	2.7	2.1	0.6	2.7	2.1	242
30	1.6	1.6	1.2	0.9	-----	2.7	2.1	2.1	1.2	13.9	1.6	94
31	1.6	-----	0.9	0.9	-----	79	-----	2.1	-----	2.7	1.6	-----
A	67.9	144	157.6	64.8	74.7	161	"1,122.10"	70.6	62.7	96.3	56.2	"3,784.80"
B	2.2	4.8	5.1	2.1	2.7	5.2	37.4	2.3	2.1	3.1	1.8	126.2
C	134.7	285.6	312.6	128.5	148.2	319.3	"2,225.70"	140	124.4	191	111.5	"7,507.00"
D	7.9	58	89	18.2	19.9	79	435	7.8	2.7	13.9	2.7	310
E	1.2	0.2	0.2	0.6	0.9	0.2	0.6	0.2	0.6	0.9	0.4	0.9
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		"5,862.70"		Maximum in CFS	435		Maximum Stage 		4/9/65		"3,250.00"	
Mean in CFS		16.2		Minimum in CFS 	0.2		Minimum Stage 					
Total in A.F.		"11,628.50"										

Remarks:

LEGEND: 
