Authority: IC 13-14-8; IC 13-14-9; IC 13-18-3
Affected: IC 13-15-4-1; IC 13-18-4
Sec. 8.9.
shall not be incorporated into a final NPDES permit or used for other Clean Water Act purposes until approved by U.S. EPA.
Table 8.9-1
Site-Specific Surface Water Quality Criteria[1]
Waterbody | Starting Location | Ending Location | Substances | AAC (Maximum) (µ/l) | AAC Conversion Factors | CAC (4-Day Average) (µ/l) | CAC Conversion Factors |
Richland Creek | The outfall of the Princeton POTW | The confluence of Richland Creek with McCarty Ditch | Copper (Dissolved) Cyanide (Free) Lead (Dissolved) | WER[2](e(0.9422 [1n(hardness)]-1.4076) 45.8 WER[2](e(1.273 [1n(hardness)]-1.2554)) | 0.960 1.46203-[(ln hardness)(0.14 5712)] | WER[2](e(0.8545 [1n(hardness)]-1.4097)) 10.7 WER[2](e(1.273 [1n(hardness)]-3.7561)) | 0.960 1.46203-[(ln hardness)(0.14 5712)] |
Wabash River | The outfall of the Bluegrass Mills Holdings Company (river mile 387) | A point two (2) miles downstream | Cyanide (Free) | 45.8 | 10.7 | ||
Wabash River | The outfall of Eli-Lilly and Company (river mile 309) | A point two (2) miles downstream | Copper (Dissolved) | WER[2](e(0.9422 [1n(hardness)]-1.4076)) | 0.960 | WER[2](e(0.8545 [1n(hardness)]-1.4097)) | 0.960 |
Wabash River | The outfall of Eli-Lilly and Company (river mile 236) | A point two (2) miles downstream | Lead (Dissolved) | WER[2](e(1.273 [1n(hardness)]-1.2554)) | 1.46203-[(ln hardness)(0.14 5712)] | WER[2](e(1.273 [1n(hardness)]-3.7561)) | 1.46203-[(ln hardness)(0.14 5712)] |
West Fork White River | The outfall of the Belmont POTW (river mile 227) | The Marion-Johnson County line (river mile 220) | Copper (Dissolved) Cyanide (Free) Lead (Dissolved) | WER[2](e(0.9422 [1n(hardness)]-1.4076)) 45.8 WER[2](e(1.273 [1n(hardness)]-1.2554)) | 0.960 1.46203-[(ln hardness)(0.14 5712)] | WER[2](e(0.8545 [1n(hardness)]-1.4097)) 10.7 WER[2](e(1.273 [1n(hardness)]-3.7561)) | 0.960 1.46203-[(ln hardness)(0.14 5712)] |
[1] The AAC and CAC columns of this table contain hardness-based total recoverable metals criteria for copper and lead. The criterion for the dissolved metal is calculated by multiplying the appropriate conversion factor by the AAC or CAC. This dissolved AAC or CAC shall be rounded to two (2) significant digits, except when the criteria are used as intermediate values in a calculation, such as in the calculation of water quality-based effluent limitations (WQBELs).
[2] A value of one (1) shall be used for the water-effect ratio (WER) unless an alternate value is established under this section.
327 IAC 2-1-8.9