25 Pa. Code § 288.625 – Departmental notice and remedial action.

The operator shall immediately notify the Department and describe remedial steps to be taken whenever:

(1) Operation of the facility in accordance with the approved plan cannot prevent violation of the terms of its permits, The Clean Streams Law or regulations thereunder.
(2) The quality or quantity of waste being disposed at the site changes from that set forth in the permit.

Cross References

This section cited in 25 Pa. Code § 288.621 (relating to basic requirements).

APPENDIX A

TABLE I

MINIMUM LINER DESIGN STANDARDS

Liner Material	Function	Minimum Field Thickness (Units as Specified)	Liner Density (Tests as Specified)	Remarks
Geosynthetics	Primary or Secondary Liner	30 mil	N/A	1. A greater thickness may be required depending upon the recommendations of the manufacturer. HDPE liners shall be at least 60 MIL.
Geosynthetics	Cap	30 mil	N/A	1. A greater thickness may be required depending upon the recommendations of the manufacturer.
Natural & Remodeled Clay	Secondary Liner, Cap, Composite Component	2 feet 2 feet 1 foot	›=90%* ›=90%* ›=90%*	1. Minimum of 30% fines by weight less than 0.074 mm particle size (# 200 sieve). 2. Plasticity Index greater than or equal to 10. 3. No coarse fragments greater than 3/4 inch in diameter.
Sodium bentonite & Bentonite-like materials/soil mixtures	Secondary Liner, Cap, Composite Component	2 feet 2 feet 1 foot	›=90%* ›=90%* ›=90%*	1. Minimum of 8% powdered sodium bentonite or manufacturer’s recommendations, whichever is greater. 2. No coarse fragments greater than 3/4 inch in diameter. 3. No organic matter.
Geosynthetic Clay Liner (GCL)	Composite Component	N/A	N/A	1. Minimum of 3/4 pound of powdered or granular sodium bentonite per square foot.

* Percentage of maximum when using Standard Proctor method of design (Pa. PTM No. 106, Method B).

Cross References

This table cited in 25 Pa. Code § 288.434 (relating to secondary liner); 25 Pa. Code § 288.436 (relating to primary liner); and 25 Pa. Code § 288.439 (relating to surface mined areas).

TABLE II

MINIMUM LINER DESIGN STANDARDS

Liner Material	Function	Minimum Field Thickness (Units as Specified)	Liner Density (Tests as Specified)	Remarks
Geosynthetics	Liner, Cap	30 mil	N/A	1. A greater thickness may be required depending upon the recommendations of the manufacturer. HDPE liners shall be at least 60 MIL.
Natural & Remolded Clay	Cap, Composite Component	2 feet 1 foot	›=90%* ›=90%*	1. Minimum of 30% fines by weight less than 0.074 mm particle size (#200 sieve). 2. Plasticity Index greater than or equal to 10. 3. No coarse fragments greater than 3/4 inch in diameter.
Sodium Bentonite and Bentonite-like materials	Cap, Composite Component	2 feet 1 foot	›=90%* ›=90%*	1. Minimum of 8% powdered sodium bentonite or manufacturer’s recommendations, whichever is greater. 2. No coarse fragments greater than 3/4 inch in diameter. 3. No organic matter.
Geosynthetic Clay liner (GCL)	Composite Component	N/A	N/A	1. Minimum of 3/4 pound of powdered or granular sodium bentonite.

* Percentage of maximum when using Standard Proctor method of design (Pa. PTM No. 106, Method B).

Cross References

This table cited in 25 Pa. Code § 288.234 (relating to final cover and grading); 25 Pa. Code § 288.535 (relating to liner); and 25 Pa. Code § 288.538 (relating to surface mined areas).