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33 keep information pertaining to management practices. 15. Except as noted, records must be kept for at least 5 years. , Class I solid waste management facilities), together with those facilities with a design flow rate of at least 1 million gallons per day [24,30,31]. In addition, annual reports are required when any cumulative metal loading reaches 90 percent of the allowed cumulative pollutant loading rate. The most intensive recordkeeping is required for bulk biosolids that meet ceiling limits but not pollutant concentration limits.

53 side of the trench, allowing a bridge to form over the discharged biosolids (Fig. 13). The principal disadvantage of the narrow trench design is that it is characterized by relatively inefficient land use. Typical biosolids application rates range from 1200 to 5600 cubic yards per acre (2300–10,600 m3/ha). Another disadvantage of the narrow trench design is that installation of liners for groundwater protection is impractical. 13 Illustration of narrow trench operation: (a) surface disposal of liq- uid biosolids; (b) surface disposal of dewatered biosolids.

Food crops with harvested parts below the soil surface of the land shall not be harvested for 20 months after application of domestic septage when the domestic septage remains on the land surface for 4 months or longer prior to incorporation into the soil. ■ Food crops with harvested parts below the surface of the land shall not be harvested for 38 months after application of domestic septage when the domestic septage remains on the land surface for less than 4 months prior to incorporation into the soil.

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