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Manageable Unit Analysis Based on Expected<br />

Water Quality Improvement<br />

• Streams & Rivers<br />

– Calculated instream median TP and TIN based on existing data<br />

– POTW discharges based on a 75% design capacity flow<br />

– Assumed effluent concentrations <strong>of</strong> 4.5 mg/L <strong>for</strong> TP and 25<br />

mg/L <strong>for</strong> TIN unless POTW-specific data available<br />

– Background <strong>nutrient</strong> concentrations (o<strong>the</strong>r than POTWs) based<br />

on land use type and associated event mean concentrations<br />

• Lakes & Reservoirs<br />

– Similar assumptions as provided above<br />

– Water quality modeled using Continuously Stirred Tank<br />

Reactor calculation, except where existing model available<br />

– Incorporated reservoir-specific characteristics, as appropriate<br />

Colorado Nutrient Cost/Benefit Study<br />

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