HYDRO23317

• Permit No: M2001001
• IBM Index Class Name: Hydrology
• Doc Date: 9/20/2004
• Doc Name: Revised Substitute Water Supply Plan
• From: Four States Aggregates LLC
• To: DWR
• Media Type: D
• Archive: No

Table 4. Home Ditch Recortled Diversion Periods
Year FDU LDU DWC Max Q Ma3x Q Day Avg Q
1950 10-Jun 30-Aug 61 3.5 10-Jun 2.0
1951 15-Jun 10-Sep 77 3.6 20-Jun 1.9
1952 10-Jun 30-Sep 101 3.6 10-Jun 1.7
1953 1-Jun 20-Sep 100 3.4 15-Jun 1.5
1954 10-Jun 30-Sep 97 3.2 10-Jun 1.7
1955 15-Jun 30-Sep 90 3.5 22-Jun 1.8
1956 20-May 23-Jul 43 3 25-May 1.9
1957-1970 No diversion record or comment available
1971 18-May 11-Aug 53 5.2 NA 3.8
1972 3-May 30-Aug 95 3.5 0-Jan 2.5
1973 21-Jun 15-Aug 52 3 0-Jan 2.5
1974 10-May 9-Jul 61 4 0-Jan 3.0
1975 Water available but not taken WET YEAR
1976 8-Jun 14-Aug 68 3 8-Jun 2.6
1977 8-May 17-Aug 69 2 8-May 2.0
1978 14-Jun 14-Aug 54 2 6-Jul 1.4
1979 Water available but not taken WET YEAR
1980 Water available but not taken WET YEAR
1981 24-Jun 3-Aug 41 2.7 30-Jul 0.9
1982 Water available but not taken WET YEAR
1983 Water available but not taken WET YEAR
1984 Water available but not taken WET YEAR
1985 10-May 31-Aug 113 4.5 NA 2.5
1986 18-Jun 30-Jun 13 2.7 18-Jun 2.7
1987 Water available but not taken WET YEAR
1988 Water available but not taken WET YEAR
1989 2-May 24-Jul 48 3.9 8-May 1.6
1990 25-May 21-Aug 72 5.5 25-May 1.7
1991 4-Jun 9-Jul 36 2.8 4-Jun 1.9
1992 Water available but not taken WET YEAR
1993 1-Jun 24-Jun 24 0.5 1-Jun 0.5
1994 17-May 7-Aug 75 1.3 15-Jun 0.0
1995 1-Jun 12-Sep 104 4.3 13-Jun 2.2
1996 15=May 11-Oct 144 4.8 20-May 1.7
1997 Water available but not taken WET YEAR
1998 16-Jun 16-Sep 85 2.3 16-Jun 1.5
1999 23-Jun 1-Aug 28 1.4 23-Jun 1.2
2000 30-Apr 21-Aug 77 1.5 24-May 1.0
2001 1-May 31-Oct 147 2.4 24-May 1.5
2002 11-Nov 18-Aug 286 2.3 5-Jun 0.4
2003 12-Jun 20-Sep 28 1 4-Sep 0.8
Average 59 2.3 1.3
From the records of the State Engineer. Units = cfs (cubic feet per second)
FDU:- First Day Used. LDU =Last Day Used. DWC: Days Water Consumed (No. of Days
Used), Max Q: Peak flow (CFS), Max Q Day: Day with peak flow. Avg Q: Average flow (CFS).
10