1. (a) Inspections by a qualified person.

2. (1) Each CCR surface impoundment and any lateral expansion of a CCR surface impoundment shall be examined by a qualified person as follows:

   1. (i) at intervals not exceeding seven days, inspect for any appearances of actual or potential structural weakness and other conditions that are disrupting or have the potential to disrupt the operation or safety of the CCR unit;

      1. (ii) at intervals not exceeding seven days, inspect the discharge of each outlet of hydraulic structures that pass underneath the base of the surface impoundment or through the dike of the CCR unit for abnormal discoloration, flow or discharge of debris or sediment; and
      2. (iii) at intervals not exceeding 30 days, monitor the CCR unit instrumentation.
      3. (iv) The results of the inspection by a qualified person shall be recorded in the facility's operating record as required by Subsection R315-319-105(g)(5).

3. (2) Timeframes for inspections by a qualified person

   1. (i) Existing CCR surface impoundments. The owner or operator of the CCR unit shall initiate the inspections required under Subsection R315-319-83(a) no later than October 19, 2015.

      1. (ii) New CCR surface impoundments and any lateral expansion of a CCR surface impoundment. The owner or operator of the CCR unit shall initiate the inspections required under Subsection R315-319-83(a) upon initial receipt of CCR by the CCR unit.
   2. (b) Annual inspections by a qualified professional engineer.

4. (1) If the existing or new CCR surface impoundment or any lateral expansion of the CCR surface impoundment is subject to the periodic structural stability assessment requirements under Subsection R315-319-73(d) or Subsection R315-319-74(d), the CCR unit shall additionally be inspected on a periodic basis by a qualified professional engineer to ensure that the design, construction, operation, and maintenance of the CCR unit is consistent with recognized and generally accepted good engineering standards. The inspection shall, at a minimum, include:

   1. (i) a review of available information regarding the status and condition of the CCR unit, including, but not limited to, files available in the operating record, for example, CCR unit design and construction information required by Subsections R315-319-73(c)(1) and R315-319-74(c)(1), previous periodic structural stability assessments required under Subsections R315-319-73(d) and R315-319-74(d), the results of inspections by a qualified person, and results of previous annual inspections;

      1. (ii) a visual inspection of the CCR unit to identify signs of distress or malfunction of the CCR unit and appurtenant structures; and
      2. (iii) a visual inspection of any hydraulic structures underlying the base of the CCR unit or passing through the dike of the CCR unit for structural integrity and continued safe and reliable operation.

5. (2) Inspection report. The qualified professional engineer shall prepare a report following each inspection that addresses the following:

   1. (i) any changes in geometry of the impounding structure since the previous annual inspection;

      1. (ii) the location and type of existing instrumentation and the maximum recorded readings of each instrument since the previous annual inspection;
      2. (iii) the approximate minimum, maximum, and present depth and elevation of the impounded water and CCR since the previous annual inspection;
      3. (iv) the storage capacity of the impounding structure when it was inspected;
      4. (v) the approximate volume of the impounded water and CCR when it was inspected;
      5. (vi) any appearances of an actual or potential structural weakness of the CCR unit, in addition to any existing conditions that are disrupting or have the potential to disrupt the operation and safety of the CCR unit and appurtenant structures; and
      6. (vii) any other change that may have affected the stability or operation of the impounding structure since the previous annual inspection.

6. (3) Timeframes for conducting the initial inspection.

   1. (i) Existing CCR surface impoundments. The owner or operator of the CCR unit shall finish the initial inspection required by Subsections R315-319-83(b)(1) and R315-319-83(b)(2) no later than January 18, 2016.

      1. (ii) New CCR surface impoundments and any lateral expansion of a CCR surface impoundment. The owner or operator of the CCR unit shall finish the initial annual inspection required by Subsections R315-319-83(b)(1) and R315-319-83(b)(2) is finished no later than 14 months following the date of initial receipt of CCR in the CCR unit.

7. (4) Frequency of inspections.

   1. (i) Except as provided for in Subsection R315-319-83(b)(4)(ii), the owner or operator of the CCR unit shall conduct the inspection required by Subsections R315-319-83(b)(1) and R315-319-83(b)(2) on an annual basis. The date of completing the initial inspection report is the basis for establishing the deadline to finish the first subsequent inspection. Any required inspection may be conducted before the required deadline if the owner or operator places the completed inspection report into the facility's operating record within a reasonable amount of time. In each case, the deadline for completing subsequent inspection reports is based on the date of completing the previous inspection report. For Section R315-319-83, the owner or operator has finished an inspection when the inspection report has been placed in the facility's operating record as required by Subsection R315-319-105(g)(6).

      1. (ii) In any calendar year when both the periodic inspection by a qualified professional engineer and the quinquennial, occurring each five years, structural stability assessment by a qualified professional engineer required by Subsections R315-319-73(d) and R315-319-74(d) are required to be completed, the annual inspection is not required, if the structural stability assessment is finished during the calendar year. If the annual inspection is not conducted in a year as provided by Subsection R315-319-83(b)(4)(ii), the deadline for completing the next annual inspection is one year from the date of completing the quinquennial structural stability assessment.

8. (5) If a deficiency or release is identified during an inspection, the owner or operator shall remedy the deficiency or release as soon as feasible and prepare documentation detailing the corrective measures taken.

   1. (c) The owner or operator of the CCR unit shall comply with the recordkeeping requirements specified in Subsection R315-319-105(g), the notification requirements specified in Subsection R315-319-106(g), and the internet requirements specified in Subsection R315-319-107(g).

KEY: permit, solid waste, coal ash

Date of Last Change: September 15, 2025

Notice of Continuation: June 16, 2026

Authorizing, and Implemented or Interpreted Law: 19-6-108