Code of Vermont Rules
Agency 12 - AGENCY OF NATURAL RESOURCES
Sub-Agency 032 - WASTE MANAGEMENT DIVISION
Chapter 002 - UNDERGROUND INJECTION CONTROL
Section 12 032 002 - UNDERGROUND INJECTION CONTROL
Current through August, 2024
SUBCHAPTER 1 SCOPE OF RULES; GENERAL PROVISIONS
The provisions of these rules are severable. If any provision of a section or subsection of these rules is ruled to be invalid, that ruling shall not affect other provisions that can be implemented in the absence of the invalidated provision.
SUBCHAPTER 2 DEFINITIONS
Note: The majority of the wastewater systems are regulated under the Wastewater System and Potable Water Supply Rules.
SUBCHAPTER 3 PROHIBITIONS; PERMIT REQUIRED; EXEMPTIONS
Note : Cesspools and dry wells that receive only domestic waste are subject to the Wastewater System and Potable Water Supply Rules (See § 11-303(a)(7))
Note 1: Closed loop and direct exchange geothermal systems are not injection wells and so are not subject to these Rules.
Note 2: Discharge of bleed water from a geothermal system may require additional permits from the Agency depending on the point of discharge.
Note 1: A water treatment system that is designed to treat for one or more of the constituents listed above qualifies for this exemption.
SUBCHAPTER 4 PERMIT REQUIREMENTS; PERMIT APPLICATIONS; PUBLIC PARTICIPATION
"I hereby certify that in the exercise of my reasonable professional judgment the design-related information submitted with this application is true and correct, and that the design included in this application for a permit complies with the Vermont Underground Injection Control Rules"
SUBCHAPTER 5 SPECIFIC INFORMATION FOR APPLICATIONS
SUBCHAPTER 6 MINOR APPLICATIONS; PERMIT AMENDMENTS
SUBCHAPTER 7 ADMINISTRATIVE RECONSIDERATION; SUSPENSION OR REVOCATION OF PERMITS
SUBCHAPTER 8 ENFORCEMENT AND APPEALS
SUBCHAPTER 9 TECHNICAL STANDARDS
Note : Examples of where this subsection may apply include injection wells that receive backwash from water treatment units that are not exempt from the permitting requirements of these Rules.
Note: Seasonal high groundwater shall be determined either by soil mottling or other soil column indicators or through a groundwater monitoring program approved by the Secretary.
Table 9-1. Horizontal Isolation Distances for UIC Injection Wells
Minimum Horizontal Isolation Distance (feet) |
|||
FEATURE |
UIC UPGRADIENT |
UIC DOWNGRADIENT |
UIC COMPONENTS |
Potable Water Supply Source |
see (i) |
see (i) |
see (i) |
Public Community Water System |
see (ii) |
see (ii) |
see (ii) |
Public Non-Community Non- Transient Water Systems |
see (iii) |
see (iii) |
see (iii) |
Public Transient Non-Community Water Systems |
500$(See (iv)$) |
500$(see (iv)$) |
500$(see (iv)$) |
Standing Water (Lake or Pond) |
300$(see (v)$) |
300$(see (v)$) |
300$(see (v)$) |
Streams and Rivers (includes groundwater seeps) |
300$(see(vi)$) |
300$(see (vi)$) |
300$(see (vi)$) |
Drainage Swales / Roadway Ditches |
50 |
50 |
25 |
Water Mains |
50 |
25 |
50 |
Service Water Lines (gravity and pressures) |
25 |
25 |
25 |
Roads, Driveways, Parking Lots |
10 |
10 |
10 |
Slope Greater than 30% |
50 |
25 |
25 |
Property Line |
50 |
25 |
50 |
Trees |
0 |
0 |
10 |
Other Systems, Facilities, Sites or activities, including injection wells, Permitted by the Secretary that can Potentially Discharge to Groundwater |
see (vii) |
see (vii) |
see (vii) |
Foundations, Footing Drains or Curtain Drains |
75 |
25 |
50 |
Suction Water Line |
50 |
25 |
25 |