U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 26 APR 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- 8.61 -NR- -NR- -NR- -NR- -NR- -NR- S8 Pumps: 10.55 16.32 0 0 0 0 0 (cfs) S8 Gates: 0 0.00 S9 Pumps: -NR- -NR- 3 Pumps S151: 7.78 7.30 -NR- I 2.00 2.00 2.00 2.00 2.00 2.00 S140 Pumps: -NR- -NR- -NR- -NR- -NR- -NR- (cfs) S140 Gates: -NR- -NR- Site 63: -NR- Site 62: 9.40 3 Station Average = -NR- Site 64: -NR- (Site 63, 64 and 65) L67A nr 69: -NR- Site 65: 8.59 S12A: 7.69 7.47 0 0.00 0.00 0.00 0.00 0.00 0.00 S12B: 7.70 7.12 0 0.00 0.00 0.00 0.00 0.00 0.00 S12C: 7.68 7.12 0 0.00 0.00 0.00 0.00 0.00 0.00 S12D: 7.68 6.08 0 0.00 0.00 0.00 0.00 0.00 0.00 Total S12 Discharge: 0 S333: 7.65 5.90 251 1.10 Trigger Gages and Structures affecting Regulation Releases G3273 3.18 Angels 3.33 G596 3.42 S334: 5.83 4.17 222 1.00 Water Conservation Area #3B Site 76: -NR- Site 69: -NR- Site 71: 7.22 S31 North: -NR- S31: -NR- -NR- -NR- 0.00 0.00 -NR- S31 South: -NR- SRS1: 6.06 Daily Precipitation Totals 1-Day 3-Day 7-Day (inches) (inches) (inches) S8 Pump Station: 0.00 0.00 0.19 S9 Pump Station: -NR- 0.00 0.00 S140: 0.00 0.00 0.78 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: 0.00 0.00 0.00 WCA-3 Average 0.00 0.00 0.08 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 -NR- 9.73 -NR- Site 62 - Deer Gage 9.40 11.50 -2.10 Regulation Zone Elevations B= 10.23 C= 10.23 D= 9.73 E= 9.73 Regulation Zone E1 9.26 -NR- WCA-3A Elevations 26 APR 2009 -NR- Difference from 26APR09 26APR09 -1 Day = 25 APR 2009 @ 2400 -NR- -NR- 26APR09 -2 Days = 24 APR 2009 @ 2400 -NR- -NR- 26APR09 -3 Days = 23 APR 2009 @ 2400 -NR- -NR- 26APR09 -4 Days = 22 APR 2009 @ 2400 -NR- -NR- 26APR09 -5 Days = 21 APR 2009 @ 2400 -NR- -NR- 26APR09 -6 Days = 20 APR 2009 @ 2400 8.77 -NR- 26APR09 -7 Days = 19 APR 2009 @ 2400 8.79 -NR- 26APR09 -30 Days = 27 MAR 2009 @ 2400 9.25 -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 27 APR 2009 @ 15:15 ** Preliminary Data - Subject to Revision **