U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 25 JAN 2009 Note: Headwater, tailwater, and stage values below are instantaneous values unless otherwise specified. Headwater Tailwater --------- Gate Positions ---------- Elevation Elevation Discharge #1 #2 #3 #4 #5 #6 (ft-msl) (ft-msl) (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (B,I) - see notes Water Conservation Area #3A S150: -NR- -NR- -NR- -NR- -NR- -NR- -NR- -NR- S8 Pumps: 11.01 -NR- 0 0 0 0 0 (cfs) S8 Gates: 0 0.00 S9 Pumps: -NR- -NR- 3 Pumps S151: -NR- -NR- 0 I 0.00 0.00 0.00 0.00 0.00 0.00 S140 Pumps: -NR- -NR- -NR- -NR- -NR- -NR- (cfs) S140 Gates: -NR- -NR- Site 63: -NR- Site 62: -NR- 3 Station Average = -NR- Site 64: 10.88 (Site 63, 64 and 65) L67A nr 69: -NR- Site 65: -NR- S12A: 9.99 8.20 0 0.00 0.00 0.00 0.00 0.00 0.00 S12B: 10.00 8.05 0 0.00 0.00 0.00 0.00 0.00 0.00 S12C: 10.00 8.07 0 0.00 0.00 0.00 0.00 0.00 0.00 S12D: 9.98 7.44 26 0.10 0.00 0.00 0.00 0.00 0.00 Total S12 Discharge: 26 S333: 9.99 6.75 26 0.10 Trigger Gages and Structures affecting Regulation Releases G3273 5.83 Angels 5.20 G596 -NR- S334: 6.73 5.66 0 0.00 Water Conservation Area #3B Site 76: 7.67 Site 69: -NR- Site 71: -NR- S31 North: -NR- S31: -NR- -NR- -NR- 0.00 0.00 -NR- S31 South: -NR- SRS1: -NR- Daily Precipitation Totals 1-Day 3-Day 7-Day (inches) (inches) (inches) S8 Pump Station: 0.00 0.00 0.01 S9 Pump Station: -NR- 0.00 0.00 S140: 0.00 0.00 0.01 Site 63: -NR- 0.00 0.00 Site 62: -NR- 0.00 0.00 Site 64: -NR- 0.00 0.00 Site 65: -NR- 0.00 0.00 S12D: 0.00 0.00 0.00 Site 76: -NR- 0.00 0.00 Site 69: -NR- 0.00 0.00 Site 71: -NR- 0.00 0.00 WCA-3 Average 0.00 0.00 0.00 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 -NR- 10.33 -NR- Site 62 - Deer Gage -NR- 11.54 -NR- Regulation Zone Elevations B= 10.75 C= 10.75 D= 10.33 E= 10.33 Regulation Zone E1 10.30 -NR- WCA-3A Elevations 25 JAN 2009 -NR- Difference from 25JAN09 25JAN09 -1 Day = 24 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -2 Days = 23 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -3 Days = 22 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -4 Days = 21 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -5 Days = 20 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -6 Days = 19 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -7 Days = 18 JAN 2009 @ 2400 -NR- -NR- 25JAN09 -30 Days = 26 DEC 2008 @ 2400 10.45 -NR- (I) - Flows marked with "I" signify that this is an instantaneous flow computed from the single value reported for the day. Otherwise, flow is a daily average. (B) - Bad Data - needs to be fixed by SFWMD. Report Generated 26 JAN 2009 @ 15:15 ** Preliminary Data - Subject to Revision **