5.7 Phosphorus Load Reduction
Long Lake
One of the water quality goals for this subwatershed is the
achievement of the Long Lake in-lake phosphorus concentration goal of 40-50 μg/L.
Reduction of phosphorus loads from the subwatershed to achieve an interim goal
of 50 μg/L will require the combined efforts of the regulatory program,
operational programs, and capital projects.
Table 16
below sets forth a summary plan for how this could be accomplished. It is important to note that this Plan does
not reach Long Lake’s long-term goal. As improvements are completed, the lake, its
goals, and this Plan will have to be assessed to determine if additional improvements
can be made or if the goal should be reconsidered.
The table breaks down modeled phosphorus loading in the subwatershed by source: atmospheric deposition, external sources, and internal sources. Atmospheric deposition is a regional issue and is not dealt with here. The primary means of addressing external loading are through the regulation of new loads generated by development, the reduction of existing loads from the subwatershed, and control of internal load. Application of the current regulatory program to new development would reduce the expected load from ultimate development conditions. As Table 10 above indicates, more stringent regulation of new development could significantly reduce the need for or size of capital projects.
It is important to note that a significant share of the modeled phosphorus load to Long Lake is from sources that have not been specifically identified. The phosphorus load contributed by wash off from land within the subwatershed is not sufficient to explain the current in-lake phosphorus concentration. The most likely sources for this discrepancy are internal loading from lake sediments or aquatic vegetation. An alum treatment was previously applied to Long Lake; an additional treatment may be warranted to control sediment sources. Control of aquatic vegetation may alleviate some internal loading, as may rough fish management. A diagnostic study would be required to determine the most appropriate internal load reduction option.
Table 16. Phosphorus load reduction plan for Long Lake (interim goal = 50 μg/L).
Source | Reduction |
Ultimate Phosphorus Load [lb/yr]
|
Planned Reductions [lb/yr] |
Final Loading [lb/yr] |
|
||
|
Atmospheric |
|||||||
|
Atmospheric Deposition |
NA |
63 |
NA |
63 |
|
||
|
External Loads |
|||||||
|
External Load Determined From Modeling Land Use |
|
1,065 |
|
|
|
||
|
|
LGU load reduction allocation (Table 15) |
|
118 |
|
|
||
|
|
No increase in load from upstream lakes |
|
75 |
|
|
||
|
|
Existing Regulations |
|
113 |
|
|
||
|
|
Additional Regulation |
|
56 |
|
|
||
|
Total After Reductions |
|
|
|
703 |
|
||
|
Internal / "Unknown" Loads |
|||||||
|
Internal / "Unknown" Loads Determined from Modeling Land Use |
|
412 |
|
|
|
||
|
|
Vegetation management |
|
288 |
|
Est 70% reduction of internal loading |
||
|
Total After Reductions |
|
|
|
124 |
|
||
|
Total Load |
|||||||
|
TOTAL |
|
1,540 |
650 |
890 |
|
||
|
LOAD GOAL |
|
|
|
906 |
|
||
|
DIFFERENCE |
|
|
|
(-16) |
|
||
Tanager Lake
One of the water quality goals for this subwatershed is the achievement of the Tanager Lake interim in-lake phosphorus concentration goal of 70 μg/L. Reduction of phosphorus loads from the subwatershed to achieve a goal of 70 μg/L will require the combined efforts of the regulatory program, operational programs, and capital projects. Table 17 below sets forth a summary plan for how this could be accomplished.
The primary means of addressing external loading are through the regulation of new loads generated by development, the reduction of existing loads from the subwatershed, and control of internal load. Application of the current regulatory program to new development would reduce the expected load from ultimate development conditions.
It is important to note that a significant share of the modeled phosphorus load to Tanager Lake is from sources that have not been specifically identified. The phosphorus load contributed by wash off from land within the subwatershed is not sufficient to explain the current in-lake phosphorus concentration. The most likely sources for this discrepancy are internal loading from lake sediments or export from the many wetlands upstream of the lake. A diagnostic study would be required to determine the most appropriate internal load reduction option.
Table 17. Phosphorus load reduction plan for Tanager Lake (interim goal = 70 μg/L).
|
Source | Reduction |
Ultimate Phosphorus Load [lb/yr]
|
Planned Reductions [lb/yr] |
Final Loading [lb/yr] |
|
||
|
Atmospheric |
|||||||
|
Atmospheric deposition |
NA |
12 |
NA |
12 |
|
||
|
External Loads |
|||||||
|
External load determined from modeling land use |
|
749 |
|
|
|
||
|
|
LGU load reduction allocation (Table 15) |
|
38 |
|
|
||
|
|
Load reduction from meeting upstream lake goal |
|
114 |
|
|
||
|
|
Existing regulations |
|
27 |
|
|
||
|
|
Additional regulation |
|
14 |
|
|
||
|
|
Subw LLC-48 Pond |
|
49 |
|
|
||
|
|
Subw LLC-51 Pond |
|
23 |
|
|
||
|
Total After Reductions |
|
|
|
484 |
|
||
|
Internal / "Unknown" Loads |
|||||||
|
Internal / "unknown" loads determined from modeling land use |
|
939 |
|
|
|
||
|
|
Internal/wetland load management |
|
658 |
|
Est 70% reduction of internal loading |
||
|
Total After Reductions |
|
|
|
281 |
|
||
|
Total Load |
|||||||
|
TOTAL |
|
1,700 |
923 |
777 |
|
||
|
LOAD GOAL |
|
|
|
832 |
|
||
|
DIFFERENCE |
|
|
|
(-55) |
|
||

