U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 05 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- -NR- -NR- -NR- -NR- -NR- -NR- -NR- S8 Pumps: 10.53 -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: -NR- (Site 63, 64 and 65) L67A nr 69: -NR- Site 65: -NR- S12A: -NR- -NR- -NR- 0.00 0.00 0.00 0.00 0.00 0.00 S12B: -NR- -NR- -NR- 0.00 0.00 0.00 0.00 0.00 0.00 S12C: -NR- -NR- -NR- 0.00 0.00 0.00 0.00 0.00 0.00 S12D: -NR- -NR- -NR- 0.00 0.00 0.00 0.00 0.00 0.00 Total S12 Discharge: -NR- S333: 8.80 6.36 180 0.60 Trigger Gages and Structures affecting Regulation Releases G3273 3.89 Angels 3.88 G596 -NR- S334: 6.31 4.49 142 0.60 Water Conservation Area #3B Site 76: -NR- 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: -NR- 0.00 0.00 S9 Pump Station: -NR- 0.00 0.00 S140: -NR- 0.00 0.51 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: -NR- 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 -NR- 0.00 0.04 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 -NR- 9.87 -NR- Site 62 - Deer Gage -NR- 11.50 -NR- Regulation Zone Elevations B= 10.36 C= 10.36 D= 9.87 E= 9.87 Regulation Zone E1 9.40 -NR- WCA-3A Elevations 05 APR 2009 -NR- Difference from 05APR09 05APR09 -1 Day = 04 APR 2009 @ 2400 -NR- -NR- 05APR09 -2 Days = 03 APR 2009 @ 2400 9.14 -NR- 05APR09 -3 Days = 02 APR 2009 @ 2400 9.15 -NR- 05APR09 -4 Days = 01 APR 2009 @ 2400 9.18 -NR- 05APR09 -5 Days = 31 MAR 2009 @ 2400 9.20 -NR- 05APR09 -6 Days = 30 MAR 2009 @ 2400 9.21 -NR- 05APR09 -7 Days = 29 MAR 2009 @ 2400 9.22 -NR- 05APR09 -30 Days = 06 MAR 2009 @ 2400 9.52 -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 06 APR 2009 @ 15:15 ** Preliminary Data - Subject to Revision **