Comparision of STA Operating Data with
Conceptual Design |
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Hyd Load |
Inflow P |
P Load |
Rainfall |
STA |
Condition |
Years |
cm/day |
ppb |
mg/m2-y |
m/yr |
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STA-1W |
Design |
10.0 |
1.8 |
213 |
1392 |
1.14 |
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Baseline |
31.0 |
2.0 |
138 |
1016 |
1.43 |
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Operating |
1.0 |
3.6 |
154 |
2030 |
1.38 |
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ENR |
Design |
10.0 |
1.8 |
213 |
1392 |
1.14 |
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Baseline |
31.0 |
2.0 |
138 |
1016 |
1.43 |
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Operating |
2.2 |
3.3 |
130 |
1577 |
1.26 |
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STA-2 |
Design |
10.0 |
2.3 |
157 |
1298 |
1.14 |
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Baseline |
31.0 |
3.0 |
100 |
1109 |
1.30 |
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Operating |
0.8 |
4.3 |
75 |
1172 |
0.67 |
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STA-5 |
Design |
10.0 |
1.6 |
261 |
1527 |
1.14 |
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Baseline |
31.0 |
1.7 |
167 |
1059 |
1.24 |
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Operating |
1.2 |
4.0 |
279 |
4026 |
1.32 |
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STA-6 |
Design |
10.0 |
1.8 |
197 |
1332 |
1.14 |
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Baseline |
31.0 |
#N/A |
#N/A |
#N/A |
#N/A |
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Operating |
2.2 |
5.1 |
104 |
1951 |
1.00 |
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Design |
Conceptual Design,
1979-1988 Hydrology, 25% BMP's |
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Baseline |
Baseline Feasibility Dataset, 1965-1995, ~50%
BMP's |
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Operating |
Operating
Period, Post-Startup (Period Used for Model Calibration) |
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9/30/2002 |
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