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Subchapter F. ADDITIONAL REQUIREMENTS FOR CLASS III RESIDUAL WASTE LANDFILLS
SCOPE Sec.
288.601. Scope.
ADDITIONAL APPLICATION REQUIREMENTS
288.611. Description of soil base.
288.612. Waste classification plan.
ADDITIONAL OPERATING REQUIREMENTSGENERAL
288.621. Basic requirements.
288.622. Areas where Class III residual waste landfills are prohibited.
288.623. Minimum requirements for acceptable waste.
288.624. Attenuating soil.
288.625. Departmental notice and remedial action.
SCOPE
§ 288.601. Scope.
This subchapter sets forth additional application and operating requirements for Class III residual waste landfills.
ADDITIONAL APPLICATION REQUIREMENTS
§ 288.611. Description of soil base.
In addition to the application requirements in Subchapter B (relating to application requirements), the application shall contain a detailed explanation, based on the soils described in § 288.124 (relating to soil description), of how the facility would comply with § 288.624 (relating to attenuating soil base). This information shall be part of the Phase II application.
§ 288.612. Waste classification plan.
In addition to the application requirements in Subchapter B (relating to application requirements), the application shall demonstrate that any waste that is proposed to be disposed of at the facility complies with § 288.623 (relating to minimum requirements for acceptable waste).
ADDITIONAL OPERATING REQUIREMENTSGENERAL
§ 288.621. Basic requirements.
(a) In addition to the operating requirements in Subchapter C (relating to operating requirements), a person or municipality that operates a Class III residual waste landfill shall comply with § § 288.622288.625.
(b) Only captive facilities, waste tire monofills, water treatment plant sludge monofills and coal ash monofills qualify as Class III residual waste landfills.
Source The provisions of this § 288.621 amended January 12, 2001, effective January 13, 2001, 31 Pa.B. 235. Immediately preceding text appears at serial pages (255110) and (226691).
Cross References The provisions of this § 288.622 amended January 12, 2001, effective January 13, 2001, 31 Pa.B. 235. Immediately preceding text appears at serial pages (226691) to (226693).
Cross References The provisions of this § 288.623 amended January 12, 2001, effective January 13, 2001, 31 Pa.B. 235. Immediately preceding text appears at serial pages (226693) to (226696).
Cross References This section cited in 25 Pa. Code § 287.621 (relating to application for general permit); 25 Pa. Code § 288.132 (relating to operation plans); 25 Pa. Code § 288.203 (relating to waste analysis); 25 Pa. Code § 288.612 (relating to waste classification plan); and 25 Pa. Code § 288.621 (relating to basic requirements).
§ 288.624. Attenuating soil.
(a) Disposal of residual waste. Residual waste may not be disposed at a Class III residual waste landfill, unless attenuating soil exists in the disposal area or has been placed on the entire disposal area.
(1) At least 4 feet separate the seasonal high water table, perched water table or bedrock from the lowest area where waste is deposited. Soil mottling may indicate the presence of a seasonal high water table. The seasonal high water table and perched water table may not be artificially manipulated. The seasonal high water table may not be located within the attenuating soil base.
(2) At least 8 vertical feet separate the regional groundwater table from the lowest area where waste is deposited. The regional groundwater table may not be artificially manipulated. The regional groundwater table may not be located within the attenuating soil base.
(b) Standards of performance. The attenuating soil shall meet the following standards of performance:
(1) The attenuating soil shall prevent migration of contaminants to the surface and groundwater to the greatest degree that is technologically possible.
(2) The performance of the attenuating soil may not be affected by the physical or chemical characteristics of the waste.
(3) The attenuating soil shall cover the bottom and sidewalls of the facility.
(c) Alternative design requirements. Unless alternative design requirements to meet the performance standards in subsection (b) are approved as part of the permit under § 287.231 (relating to equivalency review procedure) where site-specific conditions are included in the demonstration, the attenuating soil shall meet the requirements of subsection (d). If a design under this section is modified, the modification shall be a major permit modification.
(d) Requirements. The attenuating soil required by this section shall meet the following requirements:
(1) The soil shall fall within the United States Department of Agriculture textural classes of sandy loam, loam, sandy clay loam, silty clay loam, loamy sand and silt loam.
(2) At least 40% by weight of the fragments in the soil shall be capable of passing through a 2 millimeter, No. 10 mesh sieve.
(3) The soil may not include rock fragments greater than 6 inches in diameter.
(4) The soil shall have a cation exchange capacity of at least 10 milliequivalents per 100 grams of soil.
(5) The soil shall have an organic carbon content of at least 0.1%.
Source The provisions of this § 288.624 amended January 12, 2001, effective January 13, 2001, 31 Pa.B. 235. Immediately preceding text appears at serial page (226696).
Cross References This section cited in 25 Pa. Code § 288.611 (relating to description of soil base); and 25 Pa. Code § 288.621 (relating to basic requirements).
§ 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 ClaySecondary Liner,
Cap, Composite
Component2 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
mixturesSecondary Liner,
Cap, Composite
Component2 feet
2 feet
1 foot=90%*
=90%*
=90%*1. Minimum of 8% powdered sodium bentonite or manufacturers 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 Component2 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 Component2 feet
1 foot=90%*
=90%*1. Minimum of 8% powdered sodium bentonite or manufacturers 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).
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