|
Basin
|
Area
(ac.)
|
Land
Use
|
Loading
Rate*
(kg/ac.
/yr.)
|
Potential
Pollutant Loading
(kg/yr.)
|
|
TSS
|
TP
|
TN
|
TSS
|
TP
|
TN
|
|
|
2A
|
9.23
|
Recreational
|
7.6
|
0.046
|
1.07
|
70.15
|
0.425
|
9.876
|
|
2B
|
1.15
|
Recreational
|
7.6
|
0.046
|
1.07
|
8.74
|
0.053
|
1.231
|
|
2C
|
0.77
|
Recreational
|
7.6
|
0.046
|
1.07
|
5.85
|
0.035
|
0.824
|
|
2D
|
1.45
|
Recreational
|
7.6
|
0.046
|
1.07
|
11.02
|
0.067
|
1.552
|
|
2E
|
2.63
|
Recreational
|
7.6
|
0.046
|
1.07
|
19.99
|
0.121
|
2.814
|
|
2F
|
1.97
|
Recreational
|
7.6
|
0.046
|
1.07
|
14.97
|
0.091
|
2.108
|
|
2G
|
0.75
|
Recreational
|
7.6
|
0.046
|
1.07
|
5.70
|
0.035
|
0.803
|
|
2H
|
1.29
|
Recreational
|
7.6
|
0.046
|
1.07
|
9.80
|
0.059
|
1.380
|
|
2I
|
0.08
|
Recreational
|
7.6
|
0.046
|
1.07
|
0.61
|
0.004
|
0.086
|
|
2J
|
0.8
|
Recreational
|
7.6
|
0.046
|
1.07
|
6.08
|
0.037
|
0.856
|
|
2K
|
0.57
|
Recreational
|
7.6
|
0.046
|
1.07
|
4.33
|
0.026
|
0.610
|
|
2L
|
0.34
|
Recreational
|
7.6
|
0.046
|
1.07
|
2.58
|
0.016
|
0.364
|
|
3A
|
2.19
|
Single
Family
|
56.1
|
0.594
|
4.68
|
122.86
|
1.301
|
10.249
|
|
3B
|
3.02
|
Single
Family
|
56.1
|
0.594
|
4.68
|
169.42
|
1.794
|
14.134
|
|
3C
|
4.02
|
Low-Intensity
Commercial
|
343
|
0.65
|
5.18
|
1378.86
|
2.613
|
20.824
|
|
Subtotal
|
30.26
|
|
|
|
|
1830.97
|
6.68
|
67.71
|
|
4**
|
59.9
|
Single
Family
|
56.1
|
0.594
|
4.68
|
672.00
|
24.910
|
280.332
|
|
5A
|
5.9
|
Single
Family
|
56.1
|
0.594
|
4.68
|
330.99
|
3.505
|
27.612
|
|
5B
|
8.62
|
Single
Family
|
56.1
|
0.594
|
4.68
|
483.58
|
5.120
|
40.342
|
|
5C
|
2.68
|
Single
Family
|
56.1
|
0.594
|
4.68
|
150.35
|
1.592
|
12.542
|
|
Subtotal
|
77.1
|
|
|
|
|
1636.92
|
35.13
|
360.83
|
|
Totals
|
107.36
|
|
|
|
|
3467.89
|
41.80
|
428.54
|
| |
|
|
|
|
|
|
|
|
|
|
* From Stormwater
Loading Rate Parameters for Central and South Florida (Harper,
1994)
|
|
** Basin 4 has an existing
baffle box providing treatment.
|
|
|
|
|
Basins 4 and 5 are the
existing pollutant loadings to the canals.
|
