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All rights reserved. Any use is subject to the Terms of Use as given at the website. 55 In area-fill mounding operations, the solids content of discharged biosolids should be at least 20 percent [14,32]. Biosolids received at the site typically are mixed with soil to produce a mixture that is more stable and has a greater bearing capacity than biosolids alone. 0 parts soil for each part biosolid (mass basis) depending on the initial biosolids moisture content. 8 m) high. Soil cover material is then applied to the mounds at a depth of at least 3 ft (Fig.

S. S. tons) or more must test once a month unless otherwise specified by the permitting authority [24,34]. 14. 7 Recordkeeping The 40 CFR Part 503 rule requires that both the preparer and land applier of biosolids keep certain records. com) Copyright © 2004 The McGraw-Hill Companies. All rights reserved. Any use is subject to the Terms of Use as given at the website. 13 Options for Meeting Vector Attraction Reduction for Land Application of Biosolids* 1. Reduction of volatile solids content. Reduction of vector attraction is achieved if the mass of volatile solids in the biosolids is reduced by at least 38% during treatment.

Vector attraction of biosolids is considered to be adequately reduced if the solids content is increased to 90% or greater. 9. Injection. Adequate vector attraction reduction can be achieved by injecting the biosolids below the ground. No significant amount of biosolids may be present on the soil surface within 1 hour. If Class A biosolids were injected to achieve vector attraction reduction, the injection must occur within 8 hours after the biosolids are discharged from the pathogen-reduction treatment process.

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Biosolids Engineering


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