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This polygon feature class describes the extent and location of boundaries for the Everglades Protection Area Tributary Basins referenced in the Everglades Program Chapter 40E-63, Florida Administrative Code (F.A.C.). <\/SPAN><\/P>

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The Everglades Agricultural Area Regulatory Program (Chapter 40E-63) requires that daily flow volume and total phosphorus concentrations be monitored daily during offsite discharges by landowners at their pump stations within the EAA. The objective of this monitoring effort is to provide total phosphorus loads from their properties in accordance with the Everglades Program.<\/SPAN><\/P>

To read more access this <\/SPAN>website<\/SPAN><\/A>.<\/SPAN><\/P>

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and Current (Water Year 2019 thru present)", "type": "Feature Layer", "description": "

Chapter 40E-63, F.A.C., outlines the performance measure and compliance methodology for determining whether the EAA Basin is meeting the annual phosphorus load requirements described in the EFA. The EAA Basin is required to collectively maintain TP loads in runoff that are, at a minimum 25% below the historical pre-BMP baseline period of WY1980\u2013WY1988. The EAA_and_Diversion_South_Current describes the extent and location of boundaries of the lands represented by the pre-BMP baseline TP load dataset that currently contribute to runoff plus the lands that historically discharged to Lake Okeechobee. Diversion areas as indicated in Chapter 40E-63.104 between 2001 and 2005 were incorporated in the regulatory compliance model in via rule amendments conducted in 2018 and used for EAA compliance determination. <\/SPAN>The lands that historically discharged to Lake Okeechobee, are included<\/SPAN>. This permit layer is updated as lands are taken out of production and no longer contributing to EAA runoff.<\/SPAN><\/P>

Table 1 summarizes the historical changes to the EAA Basin measured TP runoff load calculations since the first year of compliance assessment. For the purposes of this methodology, measured TP load in runoff refers to the permittees\u2019 collective offsite discharges impacted by BMPs for each water year based on data collected by SFWMD at the basin boundary structures. <\/SPAN><\/SPAN><\/P>

See website<\/SPAN><\/A><\/P>

Table 1<\/SPAN><\/SPAN>. Historical timeline of changes to the EAA Basin<\/SPAN><\/SPAN>compliance calculations.<\/SPAN><\/SPAN><\/P>

Period<\/SPAN><\/SPAN><\/P><\/TD>

Area (acres)<\/SPAN><\/SPAN>a<\/SPAN><\/SPAN><\/P><\/TD>

Changes of the EAA Basin Compliance Calculations<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

1980<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>1988<\/SPAN><\/SPAN><\/P><\/TD>

523,721<\/SPAN><\/SPAN><\/P><\/TD>

WY1980<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>WY1988 defined the base period for the EAA Basin runoff TP load calculation. The structures used for the base period were S-352, S-5A, S-2, S-6, S-7, S-150, S-3, S-8, G-88, and G-136. G-136 data is only available for a portion of the base period. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1996<\/SPAN><\/SPAN><\/P><\/TD>

523,721<\/SPAN><\/SPAN><\/P><\/TD>

This was the first year of compliance measurement for the EAA Basin. To account for water supply deliveries to the Holeyland Wildlife Management Area via the Miami Canal, structure G-200 was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-250 became a new EAA Basin discharge structure with the construction of the Everglades Nutrient Removal Project and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1997<\/SPAN><\/SPAN><\/P><\/TD>

523,551<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-600 became a new EAA Basin discharge structure with the construction of STA-6 and was added to the EAA Basin outflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1998<\/SPAN><\/SPAN><\/P><\/TD>

522,703<\/SPAN><\/SPAN><\/P><\/TD>

During the construction of STA-6, the discharge bypass canals G-605 and G-606 discharged into the EAA Basin and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2000<\/SPAN><\/SPAN><\/P><\/TD>

512,013<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-344A-D became EAA Basin inflow structures with the construction of STA-5 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-349B and G-350B became new EAA Basin discharge structures with the construction of STA-5 and were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-328 became a new EAA Basin discharge structure with the construction of STA-2 and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-250 was located outside of the EAA Basin boundary with the construction of STA-1 West (STA-1W) and was removed from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2001<\/SPAN><\/SPAN><\/P><\/TD>

507,719<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-404 and G-357 were constructed between the Miami Canal and L-4 Canal near S-8, to supply water to the Big Cypress Indian Reservation and WCA-3A. Structures G-404 and G-357 became EAA Basin boundary structures and were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. Structure G-88 no longer discharged to the EAA and was removed from the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

With the completion of Section 1 of STA-6, the discharge bypass canals G-605 and G-606 were removed in 2001 from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2002<\/SPAN><\/SPAN><\/P><\/TD>

500,401<\/SPAN><\/SPAN><\/P><\/TD>

Within the Lake Okeechobee Diversion Basins, East Beach Water Control District (EBPS) and East Shore Water Control District (ESPS) structures discharged into the EAA basin, therefore structures EBPS and ESPS were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-410 was added with the construction of STA-5 and became an EAA basin discharge structure, therefore it was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-402A-D were newly constructed and discharged into the Miami Canal from Rotenberger Wildlife Management Area, therefore these structures were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2004<\/SPAN><\/SPAN><\/P><\/TD>

500,401<\/SPAN><\/SPAN><\/P><\/TD>

The new structures G-204, G-205, and G-206 discharged from the Holeyland Wildlife Management Area into the L-5 Canal prior to discharging into the EAA Basin and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-507 became an EAA discharge structure with the construction of STA-5 and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-370 and G-372, associated with the construction of STA-3/4, were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-376A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F discharged into the L-5 Canal, prior to discharging into the EAA Basin through the North New River Canal during the construction of STA-3/4 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2005<\/SPAN><\/SPAN><\/P><\/TD>

487,769<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-379A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>E discharged into the L-5 Canal, prior to discharging into the EAA Basin through the North New River Canal during the construction of STA-3/4 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F discharged into the L-5 Canal during the construction of STA-3/4, prior to discharging to the EAA Basin through the Miami Canal, therefore structures G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

With the Lake Okeechobee Diversion Basins, South Shore Drainage District (SSDD) discharged into the EAA Basin, therefore SSDD was added as an EAA Basin inflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

The EAA Basin boundary moved north of STA-3/4 once construction of the STA was completed, therefore structures S-7, S-150, S-8, G-200, G600, G-404, G-357, G402A-D, G\u2011204, G-205, G-206, G-376A-F, G-379A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>E, and G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F were removed from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2006<\/SPAN><\/SPAN><\/P><\/TD>

472,339<\/SPAN><\/SPAN><\/P><\/TD>

With the Lake Okeechobee Diversion Basins, South Florida Conservancy District (SFCD) discharged into the EAA Basin, therefore SFCD was added as an EAA Basin inflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

The construction of diversion structure G-371 in North New River Canal and G-373 in the Miami Canal created a new EAA Basin boundary, therefore structures G-371 and G-373 were added as EAA Basin outflows. G-373BC served as a bypass canal during the construction of G-373 for about two months. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-344A-D, G-410, G-349B, G-350B, and G-507 were no longer EAA Basin boundary structures with the modification of the STA-5 discharge canal and were removed from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2013<\/SPAN><\/SPAN><\/P><\/TD>

468,059<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-434 became a new EAA Basin discharge structure with the construction of STA-2 expansion project and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2014<\/SPAN><\/SPAN><\/P><\/TD>

463,030<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-435 became a new EAA Basin discharge structure with the construction of the STA-2 expansion project, therefore structure G-435 was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2016<\/SPAN><\/SPAN><\/P><\/TD>

450,805<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-722 began discharging into the North New River Canal with the construction of the A-1 FEB, therefore it became an EAA Basin inflow structure and was added as an EAA Basin inflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2018<\/SPAN><\/SPAN><\/P><\/TD>

445,566<\/SPAN><\/SPAN><\/P><\/TD>

With the completion of the L-8 FEB the area was removed from the total EAA Basin area considered in the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2019<\/SPAN><\/SPAN><\/P><\/TD>

473,776<\/SPAN><\/SPAN><\/P><\/TD>

WY2019 is the first year to include the Lake Okeechobee diversion basins in the EAA Basin runoff TP load reduction assessment. As a result of these changes, the Lake Okeechobee diversion basin lake structures (C-10, C-12, C-12A, C-4A, S236, and EPD07) became the north boundary structures for the EAA Basin runoff TP load compliance assessment.<\/SPAN><\/SPAN><\/P><\/TD><\/TR><\/TBODY><\/TABLE>

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Chapter 40E-63, F.A.C., outlines the performance measure and compliance methodology for determining whether the EAA Basin is meeting the annual phosphorus load requirements described in the EFA. The EAA Basin is required to collectively maintain TP loads in runoff that are, at a minimum 25% below the historical pre-BMP baseline period of WY1980\u2013WY1988. The EAA_South_Current describes the extent and location of boundaries of the lands represented by the pre-BMP baseline TP load dataset that currently contribute to runoff. <\/SPAN><\/SPAN>The lands that historically discharged to Lake Okeechobee, are not included. <\/SPAN><\/SPAN>This permit layer is updated as lands are taken out of production and no longer contributing to EAA runoff.<\/SPAN><\/SPAN><\/P>

See website<\/SPAN><\/SPAN><\/A><\/P>

Table 1 summarizes the historical changes to the EAA Basin measured TP runoff load calculations since the first year of compliance assessment. For the purposes of this methodology, measured TP load in runoff refers to the permittees\u2019 collective offsite discharges impacted by BMPs for each water year based on data collected by SFWMD at the basin boundary structures. <\/SPAN><\/SPAN><\/P>

Table 1<\/SPAN><\/SPAN>. Historical timeline of changes to the EAA Basin<\/SPAN><\/SPAN>compliance calculations.<\/SPAN><\/SPAN><\/P>

Period<\/SPAN><\/SPAN><\/P><\/TD>

Area (acres)<\/SPAN><\/SPAN>a<\/SPAN><\/SPAN><\/P><\/TD>

Changes of the EAA Basin Compliance Calculations<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

1980<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>1988<\/SPAN><\/SPAN><\/P><\/TD>

523,721<\/SPAN><\/SPAN><\/P><\/TD>

WY1980<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>WY1988 defined the base period for the EAA Basin runoff TP load calculation. The structures used for the base period were S-352, S-5A, S-2, S-6, S-7, S-150, S-3, S-8, G-88, and G-136. G-136 data is only available for a portion of the base period. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1996<\/SPAN><\/SPAN><\/P><\/TD>

523,721<\/SPAN><\/SPAN><\/P><\/TD>

This was the first year of compliance measurement for the EAA Basin. To account for water supply deliveries to the Holeyland Wildlife Management Area via the Miami Canal, structure G-200 was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-250 became a new EAA Basin discharge structure with the construction of the Everglades Nutrient Removal Project and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1997<\/SPAN><\/SPAN><\/P><\/TD>

523,551<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-600 became a new EAA Basin discharge structure with the construction of STA-6 and was added to the EAA Basin outflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY1998<\/SPAN><\/SPAN><\/P><\/TD>

522,703<\/SPAN><\/SPAN><\/P><\/TD>

During the construction of STA-6, the discharge bypass canals G-605 and G-606 discharged into the EAA Basin and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2000<\/SPAN><\/SPAN><\/P><\/TD>

512,013<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-344A-D became EAA Basin inflow structures with the construction of STA-5 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-349B and G-350B became new EAA Basin discharge structures with the construction of STA-5 and were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-328 became a new EAA Basin discharge structure with the construction of STA-2 and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-250 was located outside of the EAA Basin boundary with the construction of STA-1 West (STA-1W) and was removed from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2001<\/SPAN><\/SPAN><\/P><\/TD>

507,719<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-404 and G-357 were constructed between the Miami Canal and L-4 Canal near S-8, to supply water to the Big Cypress Indian Reservation and WCA-3A. Structures G-404 and G-357 became EAA Basin boundary structures and were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. Structure G-88 no longer discharged to the EAA and was removed from the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

With the completion of Section 1 of STA-6, the discharge bypass canals G-605 and G-606 were removed in 2001 from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2002<\/SPAN><\/SPAN><\/P><\/TD>

500,401<\/SPAN><\/SPAN><\/P><\/TD>

Within the Lake Okeechobee Diversion Basins, East Beach Water Control District (EBPS) and East Shore Water Control District (ESPS) structures discharged into the EAA basin, therefore structures EBPS and ESPS were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-410 was added with the construction of STA-5 and became an EAA basin discharge structure, therefore it was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-402A-D were newly constructed and discharged into the Miami Canal from Rotenberger Wildlife Management Area, therefore these structures were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2004<\/SPAN><\/SPAN><\/P><\/TD>

500,401<\/SPAN><\/SPAN><\/P><\/TD>

The new structures G-204, G-205, and G-206 discharged from the Holeyland Wildlife Management Area into the L-5 Canal prior to discharging into the EAA Basin and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structure G-507 became an EAA discharge structure with the construction of STA-5 and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-370 and G-372, associated with the construction of STA-3/4, were added as EAA Basin outflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G-376A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F discharged into the L-5 Canal, prior to discharging into the EAA Basin through the North New River Canal during the construction of STA-3/4 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2005<\/SPAN><\/SPAN><\/P><\/TD>

487,769<\/SPAN><\/SPAN><\/P><\/TD>

Structures G-379A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>E discharged into the L-5 Canal, prior to discharging into the EAA Basin through the North New River Canal during the construction of STA-3/4 and were added as EAA Basin inflows for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

Structures G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F discharged into the L-5 Canal during the construction of STA-3/4, prior to discharging to the EAA Basin through the Miami Canal, therefore structures G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F were added as EAA Basin inflows for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

<\/TD><\/TR>

The EAA Basin boundary moved north of STA-3/4 once construction of the STA was completed, therefore structures S-7, S-150, S-8, G-200, G600, G-404, G-357, G402A-D, G\u2011204, G-205, G-206, G-376A-F, G-379A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>E, and G381A<\/SPAN><\/SPAN>-<\/SPAN><\/SPAN>F were removed from the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2013<\/SPAN><\/SPAN><\/P><\/TD>

468,059<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-434 became a new EAA Basin discharge structure with the construction of STA-2 expansion project and was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2014<\/SPAN><\/SPAN><\/P><\/TD>

463,030<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-435 became a new EAA Basin discharge structure with the construction of the STA-2 expansion project, therefore structure G-435 was added as an EAA Basin outflow for the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2016<\/SPAN><\/SPAN><\/P><\/TD>

450,805<\/SPAN><\/SPAN><\/P><\/TD>

Structure G-722 began discharging into the North New River Canal with the construction of the A-1 FEB, therefore it became an EAA Basin inflow structure and was added as an EAA Basin inflow for the EAA Basin runoff TP load calculation.<\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2018<\/SPAN><\/SPAN><\/P><\/TD>

445,566<\/SPAN><\/SPAN><\/P><\/TD>

With the completion of the L-8 FEB the area was removed from the total EAA Basin area considered in the EAA Basin runoff TP load calculation. <\/SPAN><\/SPAN><\/P><\/TD><\/TR>

WY2019<\/SPAN><\/SPAN><\/P><\/TD>

473,776<\/SPAN><\/SPAN><\/P><\/TD>

WY2019 is the first year to include the Lake Okeechobee diversion basins in the EAA Basin runoff TP load reduction assessment. As a result of these changes, the Lake Okeechobee diversion basin lake structures (C-10, C-12, C-12A, C-4A, S236, and EPD07) became the north boundary structures for the EAA Basin runoff TP load compliance assessment.<\/SPAN><\/SPAN><\/P><\/TD><\/TR><\/TBODY><\/TABLE>

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The Everglades Agricultural Area Regulatory Program (Chapter 40E-63) requires that daily flow volume and total phosphorus concentrations be monitored daily during offsite discharges by landowners at their pump stations within the EAA. The objective of this monitoring effort is to provide total phosphorus loads from their properties in accordance with the Everglades Program.<\/SPAN><\/P>

To read more access this <\/SPAN>website<\/SPAN><\/A>.<\/SPAN><\/P>

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