N.Y. Comp. Codes R. & Regs. tit. 10, § 5-1.63
(a) Required (Step 1) TOC reductions, which are provided in the following table, are based upon specified source water TOC and alkalinity levels:
(Step 1) Required Removal of TOC by Enhanced Coagulation for Surface Water Systems or Systems Using Groundwater Under the Direct Influence of Surface Water that Use Conventional Filtration Treatment
(Step 1) Required Removal of TOC by Enhanced Coagulation for Surface Water Systems or Systems Using Groundwater Under the Direct Influence of Surface Water that Use Conventional Filtration Treatment
| Source Water Alkalinity | |||
|---|---|---|---|
| Source water TOC (mg/l) | 0-60 mg/l as CaCO3 (percent removal required) | >60-120 mg/l as CaCO3 (percent removal required) | >120 mg/l as CaCO3 (percent removal required) |
| >2.0-4.0 | 35.0 | 25.0 | 15.0 |
| >4.0-8.0 | 45.0 | 35.0 | 25.0 |
| >8.0 | 50.0 | 40.0 | 30.0 |
(b) Systems that must comply with the requirements contained in subdivision (a) of this section must calculate compliance using the method provided in either paragraph (1) of this subdivision or the applicable provisions of paragraph (2) of this subdivision.
(1) Systems must calculate compliance quarterly, beginning after the system has collected 12 months of data, by determining an annual average using the following method:
(2) Systems may use the provisions in subparagraphs (i) through (iii) of this paragraph instead of the calculations in paragraph (1) of this subdivision to determine compliance with TOC percent removal requirements.
(c) Systems that cannot achieve the (Step 1) TOC removals required by subdivision (a) of this section due to water quality parameters or operational constraints must apply to the State, within three months of failure to achieve the TOC removals required by (Step 1), for approval of alternate minimum TOC removal (Step 2) requirements, described in subdivision (d) of this section. Until the State approves the alternate minimum TOC removal (Step 2) requirements, the system must meet the (Step 1) TOC removals contained in subdivision (a) of this section.
(2) Bench- or pilot-scale testing of enhanced coagulation must be conducted by using representative water samples and adding 10 mg/l increments of alum, or equivalent amounts of iron coagulant, until the pH is reduced to a level less than or equal to the enhanced coagulation (Step 2) target pH shown in the following table:
Enhanced Coagulation Step 2 Target pH
Enhanced Coagulation Step 2 Target pH
| Alkalinity (mg/l as CaCO3) | Target pH |
|---|---|
| 0 - 60 | 5.5 |
| >60 - 120 | 6.3 |
| >120 - 240 | 7.0 |
| >240 | 7.5 |
(d) Alternate minimum TOC removal (Step 2) requirements.
Applications made to the State by enhanced coagulation systems for approval of alternate minimum TOC removal (Step 2) requirements must include, as a minimum, results of bench- or pilot-scale testing conducted using the methodology prescribed in paragraph (1) of this subdivision to determine the alternate enhanced coagulation level. Applications for alternate minimum TOC (Step 2) requirements must be approved by the State before they can replace the previous (Step 1) TOC removal requirements. The alternate TOC removal is determined by the method described in paragraphs (1) through (5) of this subdivision.
Systems must achieve the percent reduction of TOC specified in subdivision (a) of this section (Step 1) between the source water and the combined filter effluent, unless the State approves a system's request for alternate minimum TOC removal (Step 2) requirements, which are provided in subdivision (d) of this section.