U. S. Army Corps of Engineers Jacksonville District Water Conservation Area #3 Report Data Ending 2400 hours 18 OCT 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- 12.36 -NR- -NR- -NR- -NR- -NR- -NR- S8 Pumps: 10.28 -NR- 0 0 0 0 0 (cfs) S8 Gates: 0 0.00 S9 Pumps: -NR- -NR- 3 Pumps S151: -NR- -NR- -NR- I 0.00 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: 10.89 Site 62: 11.50 3 Station Average = 10.55 Site 64: 10.78 (Site 63, 64 and 65) L67A nr 69: 10.47 Site 65: 9.98 S12A: 9.51 9.50 249 12.00 12.00 12.00 12.00 12.00 12.00 S12B: 9.54 9.57 286 12.00 12.00 12.00 12.00 12.00 12.00 S12C: 9.60 9.62 544 12.00 12.00 12.00 12.00 12.00 12.00 S12D: 9.73 9.73 629 12.00 12.00 12.00 12.00 12.00 12.00 Total S12 Discharge: 1708 S333: 9.75 7.41 797 3.00 Trigger Gages and Structures affecting Regulation Releases G3273 6.57 Angels 5.93 G596 5.32 S334: 7.25 5.75 386 1.80 Water Conservation Area #3B Site 76: -NR- Site 69: 9.01 Site 71: 8.21 S31 North: -NR- S31: -NR- -NR- -NR- 0.00 0.00 -NR- S31 South: -NR- SRS1: 7.91 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 0.00 Site 63: -NR- 0.00 0.00 Site 62: 0.00 0.00 2.00 Site 64: 0.07 0.67 0.75 Site 65: -NR- 0.00 0.00 S12D: 0.00 0.00 0.00 Site 76: 0.00 0.04 10.04 Site 69: 0.00 0.00 0.00 Site 71: 0.00 0.00 0.00 WCA-3 Average 0.01 0.06 1.07 WCA-3A Area Regulation Elevation Regulation Departure (ft-NGVD) (ft-NGVD) (feet) Average of Sites 63, 64, 65 10.55 9.92 0.63 Site 62 - Deer Gage 11.50 12.00 -0.50 Regulation Zone Elevations B= 10.75 C= 10.41 D= 10.42 E= 9.92 Regulation Zone E1 9.91 0.64 WCA-3A Elevations 18 OCT 2009 10.55 Difference from 18OCT09 18OCT09 -1 Day = 17 OCT 2009 @ 2400 10.60 0.05 18OCT09 -2 Days = 16 OCT 2009 @ 2400 10.61 0.06 18OCT09 -3 Days = 15 OCT 2009 @ 2400 10.64 0.09 18OCT09 -4 Days = 14 OCT 2009 @ 2400 10.66 0.11 18OCT09 -5 Days = 13 OCT 2009 @ 2400 10.69 0.14 18OCT09 -6 Days = 12 OCT 2009 @ 2400 10.71 0.16 18OCT09 -7 Days = 11 OCT 2009 @ 2400 10.74 0.19 18OCT09 -30 Days = 18 SEP 2009 @ 2400 11.02 0.47 (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 19 OCT 2009 @ 16:15 ** Preliminary Data - Subject to Revision **