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NYCDEPCostAnalys isReport-0607 .pdf - New York-New Jersey ...

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two options are defined for process modeling purposes, as <strong>New</strong> <strong>York</strong> City WPCPs currently<br />

exceed base secondary treatment standards. These levels do enter our costing analysis.<br />

• Base Case – The base case is developed using the design dry weather flow rate (DDWF) and<br />

the projected 2045 wastewater characteristics. A TN removal of 35 percent and an effluent<br />

CBOD of 25 mg/L and TSS of 30 mg/L are assumed. Removals of 85 percent for CBOD<br />

and TSS were applied when this condition proven to be stricter. These characteristics are<br />

consistent with SPDES permit requirements.<br />

• Existing Conditions – Based on the plant flow and effluent quality for Fiscal Years 2003 to<br />

2005, this level assumes the current plant performance observed will continue.<br />

• Existing Conditions with Solids Filtration – Equivalent to the previous level of technology<br />

plus filtration. The Filtration design level utilizes deep bed filters provided at the end of the<br />

secondary process train to reduce the particulate fraction of the secondary effluent discharged<br />

under the existing conditions. This technology preserves the existing secondary treatment<br />

infrastructure, but designs the additional unit process based on the plant-specific 2045 flows<br />

and loads. (carbon only)<br />

• Existing Conditions with Microfiltration/Ultrafiltration – The<br />

Microfiltration/Ultrafiltration design level further reduces the particulate fraction of the<br />

secondary effluent from the existing conditions through the implementation of membrane<br />

technology. This technology preserves the existing secondary treatment infrastructure, but<br />

designs the additional unit process based on the plant-specific 2045 flows and loads. (carbon<br />

only)<br />

• Advanced Basic BNR – Based on the original AWT design guidance, the Advanced Basic<br />

BNR design will provide enhancements to the current step feed operation for increased BNR<br />

performance at the facilities. This level of treatment is currently under construction at the<br />

Bowery Bay, Wards Island, and Tallman Island WPCPs to meet Long Island Sound Total<br />

Nitrogen goals. (nitrogen only)<br />

• Full Step BNR – This treatment level provides the Advanced Basic BNR level with<br />

additional flexibility, and incorporates supplemental carbon addition to enhance<br />

denitrification. This level of treatment is currently under construction at the Hunts Point<br />

WPCP to meet Long Island Sound Total Nitrogen goals. (nitrogen only)<br />

• Full Step BNR with Solids Filtration – Equivalent to the previous level of technology, the<br />

Filtration design level would utilize deep bed filters at the end of the process train to reduce<br />

the particulate fraction of the secondary effluent discharge. (carbon and nitrogen)<br />

• Full Step BNR with Microfiltration/Ultrafiltration – The Microfiltration/Ultrafiltration<br />

design level further reduces the particulate fraction of the secondary effluent through the<br />

implementation of membrane technology. (carbon and nitrogen)<br />

___________________________________________________________________________________________________________<br />

EX-3

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