Shark River Slough Total Phosphorus Concentration Compliance Tracking Sample Clauses

Shark River Slough Total Phosphorus Concentration Compliance Tracking. Bold italicized values exceeded the guideline percentages.
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Shark River Slough Total Phosphorus Concentration Compliance Tracking. The daily flows through the individual Shark River Slough structures and S334 from July 2001 through June 2003 are presented in Figure 4a. Since mid- November 2002 inflows to Shark River Slough have been through S333 and S12D. Beginning in mid-January 2003 a large proportion of the flow in the L29 Canal was released from the system through S334 due to above-average rainfall. This condition lasted until mid-June. The relationship between the sum of the daily flows at Shark River Slough structures and corresponding flow-weighted mean total phosphorus concentrations for individual sampling events is presented in Figure 4b. Values for Water Years 2001 and 2002 follow the strong inverse relationship between flow and total phosphorus concentration expected for waters entering the Park through Shark River Slough. However, during the un-seasonal rainfall conditions that occurred from February through June 2003, total phosphorus concentrations were greater and more variable, 9 to 18 ppb, than observed previously when flows were less than 500 cfs. S333 S12C S12A S12D S12B S334 8000 7000 6000 4500 50 4000 45 3500 40 3000 35 30 2500 25 2000 20 1500 15 1000 10 500 5 0 0 Flow (cfs) FWMC Phosphorus Figure 4. A. Daily flows into Shark River Slough by structure. B. The relationship between daily flow at Shark River Slough structures and the corresponding flow-weighted mean total phosphorus concentrations for individual sampling events. Under the Consent Decree, a single total phosphorus long-term limit of 11 ppb, to be met by December 31, 2006, was set for the two points of inflow to Taylor Slough (S332 and S175) and the inflow point to the Coastal Basins (S18C). The 11 ppb limit applies to the water year ending September 30. Beginning in August 1999, structure S332D, a new pump station constructed by the U.S. Army Corps of Engineers (USACE), began operation. The structure is adjacent to spillway S174 and pumps water from the L31N canal into the L31W canal. The S332D and S174 structures became the new inflow compliance monitoring sites for Taylor Slough on October 1, 1999, replacing S332 and S175. The USACE completed construction of the remaining C-111 project structures and detention areas along the eastern boundary of the ENP in June 2002. The project was authorized by the USACE in 1995 to restore more natural hydrologic conditions in Taylor Slough and to maintain flood protection to the east of the L31N and C-111 canals. Project facilities consist of pump stations S332B...
Sample 1
Shark River Slough Total Phosphorus Concentration Compliance Tracking. 12-Month Period Ending On Total Period Flow Flow Weighted Mean Total Phosphorus (ppb) Interim Limit (ppb) Long Term Limit (ppb) Percent of Sampling Events Greater than 10 ppb (%) (Kac-ft) Effective 10/1/2003 Effective 12/31/2006
Sample 1
Shark River Slough Total Phosphorus Concentration Compliance Tracking. Notes: Italicized values exceeded allowed percentage 12-Month Period Ending On Total Period Flow Flow Weighted Mean Total Phosphorus Interim Limit (ppb) Long Term Limit (ppb) Percent of Sampling Events Greater than 10 ppb 31-Oct-01 503.2 13.0 11.8 10.5 55.2 68.4 30-Nov-01 600.0 11.5 11.3 10.0 52.1 57.9 31-Dec-01 688.8 11.0 10.9 9.5 49.8 52.6 31-Jan-02 707.8 10.9 10.8 9.4 49.3 52.6 28-Feb-02 741.3 10.7 10.6 9.2 48.3 45.0 31-Mar-02 809.5 10.5 10.3 8.9 46.9 40.9 30-Apr-02 829.9 10.5 10.3 8.8 46.3 40.9 31-May-02 833.5 10.5 10.2 8.7 46.3 43.5 30-Jun-02 839.6 10.5 10.2 8.7 46.1 40.9 31-Jul-02 958.5 10.9 9.7 8.1 43.1 45.8 31-Aug-02 1003.2 9.1 9.6 7.9 42.3 39.1 30-Sep-02 1048.1 8.8 9.4 7.7 41.4 30.4 31-Oct-02 999.9 8.9 9.6 7.9 42.6 30.4 30-Nov-02 884.5 9.4 10.0 8.5 45.4 34.8 31-Dec-02 802.2 9.6 10.4 8.9 47.4 33.3 31-Jan-03 831.1 9.5 10.3 8.8 46.7 34.8 28-Feb-03 843.6 9.7 10.2 8.7 46.9 39.1 31-Mar-03 812.1 9.9 10.3 8.9 47.6 47.8 30-Apr-03 832.1 9.9 10.2 8.8 47.5 43.5 31-May-03 871.3 10.0 10.1 8.6 47.0 45.8 30-Jun-03 901.1 10.2 10.0 8.4 46.4 50.0 31-Jul-03 891.3 9.8 10.0 8.5 47.1 50.0 31-Aug-03 839.3 9.9 10.2 8.7 48.3 50.0 30-Sep-03 850.1 10.0 10.2 8.7 47.8 50.0 8000 7000 A 6000 5000 Figure 3. A. Daily flows into Shark River Slough by structure. Sep-03 Aug-03 Jul-03 Jun-03 May-03 Apr-03 Mar-03 Feb-03 Jan-03 Dec-02 Nov-02 Oct-02 Sep-02 Aug-02 Jul-02 Jun-02 May-02 Apr-02 Mar-02 Feb-02 Jan-02 Dec-01 Nov-01 Oct-01 Daily Flow (cfs) Total Phosphorus (ppb) Sep-03 Aug-03 Jul-03 Jun-03 May-03 Apr-03 Mar-03 Feb-03 Jan-03 Dec-02 Nov-02 Oct-02 Sep-02 Aug-02 Jul-02 Jun-02 May-02 Apr-02 Mar-02 Feb-02 Jan-02 Dec-01 Nov-01 Oct-01 Total Phosphorus (ppb) Total Phosphorus (ppb) A B Figure 4. Total phosphorus flow- weighted mean concentrations (fwmc) in inflows to Everglades National Park through Taylor Slough and the Coastal Basins. A. The 12-month moving average fwmc at the end of each water year compared to the 11 ppb long- term total phosphorus limit. Sep-03 Aug-03 Jul-03 Jun-03 May-03 Apr-03 Mar-03 Feb-03 Jan-03 Dec-02 Nov-02 Oct-02 Sep-02 Aug-02 Jul-02 Jun-02 May-02 Apr-02 Mar-02 Feb-02 Jan-02 Dec-01 Nov-01 Oct-01 B. The 12-month moving average fwmc at the end of each month and the composite total phosphorus concentration for each sampling event.
Sample 1
Shark River Slough Total Phosphorus Concentration Compliance Tracking. The daily flows through the individual Shark River Slough structures and S334 from April 2001 through March 2003 are presented in Figure 4a. Beginning in November 2002 a sharp decrease in flow occurred at all structures. Flows were low between mid-November and mid-December, reaching a minimum of 161 cfs/day on December 16. Thereafter, flows into Shark River Slough steadily increased to a maximum of 953 cfs/day on January 9, 2003 and then slowly declined through the end of March. Water was removed from the system via S334 from January 17 through March 31, 2003. The relationship between the sum of the daily flows at Shark River Slough structures and the corresponding flow-weighted mean total phosphorus concentration for individual sampling events is presented in Figure 4b. Values for Water Years 2001 and 2002 follow the strong inverse relationship between flow and total phosphorus concentration expected for waters entering the Park through Shark River Slough. S333 S12C S12A S12D S12B S334 8000 7000 6000 4500 50 4000 3500 45 40 35 3000 30 2500 25 2000 20 1500 15 1000 10 500 5 0 Flow (cfs) FWMC Phosphorus Figure 4. A. Daily flows into Shark River Slough by structure. B. The relationship between daily flow at Shark River Slough structures and the corresponding flow-weighted mean total phosphorus concentrations for individual sampling events.
Sample 1
Shark River Slough Total Phosphorus Concentration Compliance Tracking. Table 2 also presents the moving flow-weighted mean concentrations for each 12-month period beginning in July 2000 as well as the corresponding interim and long-term total phosphorus concentration limits, calculated using the 12-month period flow. For the 12-month periods ending in April, May and June 2002, the flow- weighted mean total phosphorus concentrations were 10.5, 10.6 and
Sample 1
Shark River Slough Total Phosphorus Concentration Compliance Tracking. The daily flows through the individual Shark River Slough structures and S334 from October 2000 through September 2002 are presented in Figure 4a. A sharp increase in flow through all structures began in late June 2002. Total daily flows exceeded 2000 cfs from early July through September. The relationship between the sum of the daily flows at Shark River Slough structures and the corresponding flow-weighted mean total phosphorus concentration for individual sampling events is presented in Figure 4b. Higher flows correlate well with lower levels of total phosphorus. S333 S12D S12C S12B S12A S334 8000 7000 6000 4500 50 4000 45 3500 40 3000 35 30 2500 25 2000 20 1500 15 1000 10 500 5 0 0 Flow (cfs) FWMC Phosphorus Figure 4. A. Daily flows into Shark River Slough by structure. B. The relationship between daily flow at Shark River Slough structures and the corresponding flow-weighted mean total phosphorus concentrations for individual sampling events.
Sample 1
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