Fill Quantity (cubic yards) | Minimum Number of Analyses for Volatile Organic Compounds, if Required | Minimum Number of Analyses for all other parameters |
0-300 | 2 | 1 |
301-1000 | 4 | 2 |
1001-10,000 | 6 | 3 |
10,001+ | Two for every additional 10,000 cubic yards or fraction thereof | One per every additional 10,000 cubic yards or fraction thereof |
Fill can be beneficially used in accordance with table 2 below.
TABLE 2: Fill Beneficial Use
Fill Type | Fill End Use | Physical Criteria | Maximum Concentration Levels |
Fill Type 1 (F1) | Any end use. | Only soil, sand, gravel, or rock which is generated outside of New York City with no evidence of historical contamination based on site use, reported spill events, or visual or other indication (odors, etc.) of chemical or physical contamination; no non-soil constituents. Must not produce objectionable petroleum or other odors. | No testing required. |
Fill Type 2 (F2) | Any setting where the fill meets the engineering criteria for use, except: agricultural land used for raising livestock or producing animal products for human consumption. Fill Type 2 may also be used in the same manner as Fill Type 3, Fill Type 4 and Fill Type 5. | Only soil, sand, gravel or rock; no non-soil constituents. Must not produce objectionable petroleum or other odors. | Lower level between Protection of Public Health-Residential Land Use and Protection of Groundwater Soil Cleanup Objectives in section 375-6.8(b) of this Title. |
Fill Type 3 (F3) | Any setting where the fill meets the engineering criteria, for use, except : 1. Undeveloped land; and 2. Agricultural crop on land used for raising livestock or producing animal products for human consumption. If used on residential property, material must be under impermeable surface or under a minimum three inches of Fill Type 1, Fill Type 2 or commercial soil. Fill Type 3 may also be used in the same manner as Fill Type 4 and Fill Type 5. | Only soil, sand, gravel, and de minimis amounts of brick, concrete or asphalt; no other non-soil constituents. Must not produce objectionable petroleum or other odors. | Lower level between Protection of Public Health-Residential Land Use and Protection of Groundwater Soil Cleanup Objectives in section 375-6.8(b) of this Title. |
Fill Type 4 (F4) | Engineered use for embankments or subgrade: A) in transportation corridors, or B) on sites where in-situ materials contain higher levels of contaminants than Fill | No volume limit for granular, compactible non-soil constituents.1 | Same levels as Fill Type 2, except that polycyclic aromatic hydrocarbons must not exceed 3 mg/kg (dry weight) total benzo(a) pyrene (BAP) equivalent.2 |
Type 4 or Fill Type 5 criteria. Must be placed above the seasonal highwater table. May also be used in the same manner as Fill Type 5, except in locations where using Fill Type 5 is prohibited in accordance with paragraph 360.13(g)(2). | No greater than one percent by weight for any single suspect asbestos-containing material. | ||
In Nassau or Suffolk County, Individual polycyclic aromatic hydrocarbons must not exceed Protection of Groundwater Soil Cleanup Objectives in the table in section 375-6.8(b) of this Title. (BAP equivalent does not apply.) | |||
Fill Type 5 (F5) | Engineered use under foundations and pavements above the seasonal highwater table.3 | No volume limit for granular, compactible non-soil constituents.1 | Same levels as Fill Type 2, except metals must not exceed Protection of Public Health-Commercial Soil Cleanup Objectives in the table in section 375-6.8(b) of this Title; and BAP equivalent must not exceed 3 mg/kg (dry weight).2 No greater than one percent by weight for any single suspect asbestos-containing material. |
Footnotes
1 Granular, compactible non-soil constituents exclude plastic, gypsum wallboard, wood, paper, or other material that may readily degrade or produce odors.
2 Benzo(a)pyrene (BAP) equivalent is calculated using the following formula: BAP Equivalent = 1 x conc. Benzo(a)pyrene + 0.1 x [conc. Benz(a)anthracene + conc. Benzo(b)fluoranthene + conc. Benzo(k)fluoranthene + conc. Dibenz(a,h)anthracene + conc. Indeno(1,2,3-c,d)pyrene] + 0.01 x conc. Chrysene (All concentrations in mg/kg or ppm, dry weight.)
3 If foundation or pavement is not installed within 365 days of fill placement, then the fill placement will constitute a prohibited disposal.
N.Y. Comp. Codes R. & Regs. Tit. 6 § 360.13