327 IAC 8-2-4 - Inorganic chemicals; maximum contaminant levels
Authority: IC 13-13-5; IC 13-14-8-7; IC 13-14-9; IC 13-18-3; IC 13-18-16
Affected: IC 13-18
Sec. 4.
Contaminant | Level in Milligrams Per Liter |
Nitrate | 10 (as nitrogen) |
Nitrite | 1 (as nitrogen) |
Nitrate and nitrite | 10 (as nitrogen) |
Contaminant Level in Milligrams Per Liter
Fluoride 4.0
Contaminant | Level in Milligrams Per Liter Except Asbestos |
Antimony | 0.006 |
Arsenic | 0.0101 |
Asbestos | 7 (MFL) 2 |
Barium | 2 |
Beryllium | 0.004 |
Cadmium | 0.005 |
Chromium | 0.1 |
Cyanide (free) | 0.2 |
Mercury | 0.002 |
Selenium | 0.05 |
Thallium | 0.002 |
1 Effective January 1, 2006. Until
then, the arsenic
2MFL = million fibers per liter greater than ten (10) micrometers.
|
|
Chemical Name | BATs |
Antimony | 2,7 |
Arsenic4 | 1, 2, 5, 6, 7, 9, 125 |
Asbestos | 2,3,8 |
Barium | 5,6,7,9 |
Beryllium | 1,2,5,6,7 |
Cadmium | 2,5,6,7 |
Chromium | 2,5,62,7 |
Cyanide | 5,7,10 |
Mercury | 21,4,61,71 |
Nitrate | 5,7,9 |
Nitrite | 5,7 |
Selenium | 1,23,6,7,9 |
Thallium | 1,5 |
1
2
3
4 BATs for Arsenic V. Preoxidation may be required to convert Arsenic III to Arsenic V. Arsenic BATs apply beginning January 1, 2006.
5 To obtain high removals, iron to arsenic ratio must be at least 20:1.
Key to BATs in Table
Small System Compliance Technologies (SSCTs)1 for Arsenic2 | |
Small system compliance technology | Affordable for listed small system categories3 |
Activated alumina (centralized) | All size categories |
Activated alumina (point-of-use)4 | All size categories |
|
501-3,300, 3,301-10,000 |
|
501-3,300, 3,301-10,000 |
Electrodialysis reversal6 | 501-3,300, 3,301-10,000 |
|
All size categories |
Enhanced lime softening (pH > 10.5) | All size categories |
Ion exchange | All size categories |
Lime softening5 | 501-3,300, 3,301-10,000 |
Oxidation/ |
All size categories |
Reverse osmosis (centralized)6 | 501-3,300, 3,301-10,000 |
Reverse osmosis (point-of-use)4 | All size categories |
1 Section 1412(b)(4)(E)(ii) of the
2SSCTs for Arsenic V. Preoxidation may be required to convert Arsenic III to Arsenic V.
3The
4 When
5 Unlikely to be installed solely for arsenic removal. May require pH adjustment to optimal range if high removals are needed.
6Technologies reject a large volume of water; may not be appropriate for areas where water quantity may be an issue.
7 To obtain high removals, iron to arsenic ratio must be at least 20:1.
Notes
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