Table 1
Requirement | Category(1) | |||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | ||
(i) | Minimum lot size (acres) | 2 | 2 | 1 | 2 | 1 | 2 | 20 |
(ii) | Maximum number of lots in common developments or phases of a subdivision | N/A | N/A | 5 | N/A | 5 | N/A | N/A |
(iii) | Background ground water nitrate (as N) concentration (mg/L) (2) | 2 | 2 | 2 | 2 | 2 | 2 | 4 |
(iv) | Pressure distribution required for the absorption system | Yes | Yes | Yes | Yes | Yes | Yes | N/A |
(v) | Soil profile has at least 6 feet of natural soil below absorption system that is fine sandy loam, loam, or finer (3) | Yes | N/A | N/A | N/A | N/A | N/A | N/A |
(vi) | Soil profile has at least 6 feet of natural soil below absorption system that is medium sand, sandy loam, or finer (3) | N/A | Yes | Yes | N/A | Yes | Yes | N/A |
(vii) | Soil profile has at least 6 feet of natural soil below absorption system that is medium sand, sandy loam, or finer (3), or discharge is to an elevated sand mound | N/A | N/A | N/A | N/A | N/A | N/A | Yes |
(viii) | Minimum depth below natural ground surface to limiting layer in soil profile (feet) | 8 | 10 | 10 | 6 | 8 | N/A | N/A |
(ix) | Minimum depth below natural ground surface to bedrock and ground water (feet) (4) | N/A | N/A | 50 | N/A | N/A | N/A | N/A |
(x) | Minimum distance from proposed subdivision boundary to any existing or approved wastewater treatment systems outside the subdivision boundaries (feet) | N/A | N/A | 500 | N/A | N/A | N/A | N/A |
(xi) | Level 2 wastewater treatment system | N/A | N/A | N/A | Yes | Yes | N/A | N/A |
(xii) | Maximum depth of absorption system below natural ground surface (inches) (5) | 24 | 24 | 24 | 24 | 24 | 24 | 24 |
(xiii) | Gray water in waste segregation systems (6) | N/A | N/A | N/A | N/A | N/A | Yes | N/A |
FOOTNOTES
(1) "N/A" means not applicable for purposes of this rule. Requirements in all other applicable laws, rules, and circulars must be met.
(2) The reviewing authority may require multiple ground water samples over a specified time period to determine whether seasonal variation of ground water nitrate concentrations may affect compliance with this requirement.
(3) Soil profiles must be conducted in accordance with site evaluation requirements in Department Circular DEQ-4. Soils that contain 60% or more of a rock fragment (gravel, cobble, stone, or boulder) and are considered extremely gravelly, extremely cobbly, extremely stony or extremely bouldery as defined in Appendix B of Department Circular DEQ-4 will not meet this requirement. All soil profiles for a wastewater treatment system absorption system must meet these soil requirements. The six foot thickness of the specified soil type may be a continuous soil layer or a combination of multiple layers.
(4) Depth below ground surface to ground water and bedrock can be determined using local well logs or other applicable information as approved by the reviewing authority.
(5) For depths shallower than 24 inches, absorption systems must meet the requirements in Department Circular DEQ-4 for shallow-capped absorption systems.
(6) Category only applies to the gray water discharge. It does not include a blackwater discharge or an alternate system required by Department Circular DEQ-4 that treats gray water and other wastewater from the lot.
Mont. Admin. r. 17.30.716
AUTH: 75-5-301, 75-5-303, MCA; IMP: 75-5-303, 75-5-317, MCA