U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 19 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: 10.49 -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: 8.68 Site 62: 9.30 3 Station Average = 8.79 Site 64: 9.02 (Site 63, 64 and 65) L67A nr 69: -NR- Site 65: 8.68 S12A: 8.02 7.53 0 0.00 0.00 0.00 0.00 0.00 0.00 S12B: 8.02 7.24 0 0.00 0.00 0.00 0.00 0.00 0.00 S12C: 8.01 7.26 0 0.00 0.00 0.00 0.00 0.00 0.00 S12D: 7.99 6.22 0 0.00 0.00 0.00 0.00 0.00 0.00 Total S12 Discharge: 0 S333: 7.96 6.08 478 2.00 Trigger Gages and Structures affecting Regulation Releases G3273 3.25 Angels 3.35 G596 3.44 S334: 5.95 4.42 441 2.00 Water Conservation Area #3B Site 76: -NR- Site 69: -NR- Site 71: 7.28 S31 North: -NR- S31: -NR- -NR- -NR- 0.00 0.00 -NR- S31 South: -NR- SRS1: 6.16 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 0.00 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 0.06 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 0.01 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 8.79 9.78 -0.99 Site 62 - Deer Gage 9.30 11.50 -2.20 Regulation Zone Elevations B= 10.27 C= 10.27 D= 9.78 E= 9.78 Regulation Zone E1 9.31 -0.52 WCA-3A Elevations 19 APR 2009 8.79 Difference from 19APR09 19APR09 -1 Day = 18 APR 2009 @ 2400 8.82 0.03 19APR09 -2 Days = 17 APR 2009 @ 2400 8.84 0.05 19APR09 -3 Days = 16 APR 2009 @ 2400 8.86 0.07 19APR09 -4 Days = 15 APR 2009 @ 2400 8.89 0.10 19APR09 -5 Days = 14 APR 2009 @ 2400 8.92 0.13 19APR09 -6 Days = 13 APR 2009 @ 2400 8.94 0.15 19APR09 -7 Days = 12 APR 2009 @ 2400 8.96 0.17 19APR09 -30 Days = 20 MAR 2009 @ 2400 9.33 0.54 (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 20 APR 2009 @ 14:15 ** Preliminary Data - Subject to Revision **