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Membrane and Desalination Technologies - TCE Moodle Website

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190 N.K. Shammas <strong>and</strong> L.K. Wang<br />

Table 4.14<br />

(Continued)<br />

Toolbox option Cryptosporidium treatment credit with design <strong>and</strong><br />

implementation criteria<br />

(8) Demonstration of performance Credit awarded to unit process or treatment train based<br />

on a demonstration to the state with a state-approved<br />

protocol.<br />

Additional filtration toolbox options<br />

(9) Bag or cartridge filters (individual filters) Up to 2-log credit based on the removal efficiency<br />

demonstrated during challenge testing with a 1.0-log<br />

(10) Bag or cartridge filters (in series)<br />

Series may include any pretreatment filter<br />

if final filter is 1 mm absolute rated.<br />

factor of safety.<br />

Up to 2.5-log credit based on the removal efficiency<br />

demonstrated during challenge testing with a 0.5-log<br />

factor of safety.<br />

(11) <strong>Membrane</strong> filtration Log credit equivalent to removal efficiency<br />

demonstrated in challenge test for device if supported<br />

by direct integrity testing.<br />

(12) Second stage filtration 0.5-log credit for second separate granular media<br />

filtration stage if treatment train includes coagulation<br />

prior to first filter.<br />

(13) Slow s<strong>and</strong> filters 2.5-log credit as a secondary filtration step; 3.0-log<br />

credit as a primary filtration process. No prior<br />

chlorination for either option.<br />

Inactivation Toolbox Options<br />

(14) Chlorine dioxide Log credit based on measured CT in relation to CT<br />

table.<br />

(15) Ozone Log credit based on measured CT in relation to CT<br />

table.<br />

(16) UV Log credit based on validated UV dose in relation to UV<br />

dose table; reactor validation testing required to<br />

establish UV dose <strong>and</strong> associated operating conditions.<br />

9. CASE STUDY OF CHALLENGE TESTING FOR COMPARING<br />

MICROFILTRATION AND CONTINUOUSLY BACKWASHED DUAL<br />

SAND FILTRATION TECHNOLOGIES<br />

In May of 1997, the New York City Department of Environmental Protection (NYC DEP),<br />

USA, issued new rules <strong>and</strong> regulations governing activities in the city’s watershed. Contained<br />

in the city’s regulations is the requirement that all wastewater treatment plants (WWTPs)<br />

discharging in either the Catskill or Delaware or Croton watersheds be upgraded to incorporate<br />

advanced wastewater treatment. This upgrade, by virtue of the city’s regulations, must<br />

include microfiltration (assumed to be the best available technology) or an approved

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