U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 12 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- 7.42 -NR- -NR- -NR- -NR- -NR- -NR- S8 Pumps: 10.58 -NR- 0 0 0 0 0 (cfs) S8 Gates: 0 0.00 S9 Pumps: -NR- -NR- 3 Pumps S151: 8.70 6.75 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: 9.63 3 Station Average = -NR- Site 64: 9.17 (Site 63, 64 and 65) L67A nr 69: 8.74 Site 65: 8.82 S12A: 8.60 7.72 0 0.00 0.00 0.00 0.00 0.00 0.00 S12B: 8.60 7.46 0 0.00 0.00 0.00 0.00 0.00 0.00 S12C: 8.58 7.47 0 0.00 0.00 0.00 0.00 0.00 0.00 S12D: 8.57 6.50 0 0.00 0.00 0.00 0.00 0.00 0.00 Total S12 Discharge: 0 S333: 8.55 6.20 334 1.30 Trigger Gages and Structures affecting Regulation Releases G3273 3.54 Angels 3.60 G596 3.69 S334: 6.13 4.42 297 1.30 Water Conservation Area #3B Site 76: -NR- Site 69: 8.38 Site 71: 7.39 S31 North: -NR- S31: -NR- -NR- -NR- 0.00 0.00 -NR- S31 South: -NR- SRS1: 6.41 Daily Precipitation Totals 1-Day 3-Day 7-Day (inches) (inches) (inches) S8 Pump Station: 0.00 0.00 0.00 S9 Pump Station: -NR- 0.00 0.00 S140: 0.00 0.01 0.01 Site 63: -NR- 0.00 0.00 Site 62: -NR- 0.00 7.00 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: 0.00 0.00 0.00 Site 71: 0.00 0.00 0.00 WCA-3 Average 0.00 0.00 0.58 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 -NR- 9.82 -NR- Site 62 - Deer Gage 9.63 11.50 -1.87 Regulation Zone Elevations B= 10.32 C= 10.32 D= 9.82 E= 9.82 Regulation Zone E1 9.35 -NR- WCA-3A Elevations 12 APR 2009 -NR- Difference from 12APR09 12APR09 -1 Day = 11 APR 2009 @ 2400 -NR- -NR- 12APR09 -2 Days = 10 APR 2009 @ 2400 -NR- -NR- 12APR09 -3 Days = 09 APR 2009 @ 2400 -NR- -NR- 12APR09 -4 Days = 08 APR 2009 @ 2400 -NR- -NR- 12APR09 -5 Days = 07 APR 2009 @ 2400 -NR- -NR- 12APR09 -6 Days = 06 APR 2009 @ 2400 9.08 -NR- 12APR09 -7 Days = 05 APR 2009 @ 2400 -NR- -NR- 12APR09 -30 Days = 13 MAR 2009 @ 2400 9.40 -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 13 APR 2009 @ 17:15 ** Preliminary Data - Subject to Revision **