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Technologies and Costs for Removal of Arsenic From Drinking Water

Technologies and Costs for Removal of Arsenic From Drinking Water

Technologies and Costs for Removal of Arsenic From Drinking Water

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carbonate hardness removal produces approximately twice the amount <strong>of</strong> solids per pound <strong>of</strong> hardnessremoved as the use <strong>of</strong> this process <strong>for</strong> non-carbonate hardness removal.Enhanced LS plants typically produce 1,000 to 8,000 pounds <strong>of</strong> solid per million gallons <strong>of</strong>water treated depending upon the hardness <strong>of</strong> the water (AWWARF, 1998). <strong>Arsenic</strong> concentrations,however, are generally lower than C/F sludges due to the increased volume <strong>of</strong> solids produced.Selection <strong>of</strong> H<strong>and</strong>ling <strong>and</strong> Disposal OptionsTypical solids content <strong>of</strong> enhanced LS blowdown range from 1.0 to 4.0 percent, depending onraw water hardness. Gravity thickening may be used as a pretreatment <strong>for</strong> sludges prior to h<strong>and</strong>lingby other mechanical or non-mechanical dewatering processes. Filter presses are capable <strong>of</strong> attainingfinal sludge solids contents in the range <strong>of</strong> 40 to 70 percent, while scroll centrifuges may achieve finalsolids contents <strong>of</strong> 65 to 70 percent. Evaporation ponds <strong>and</strong> storage lagoons may be suitable <strong>for</strong>smaller treatment plants, but because they are l<strong>and</strong> intensive may not be applicable <strong>for</strong> large watersystems.L<strong>and</strong> application <strong>of</strong> treatment sludges is a possible disposal alternative. As discussed insection 4.3.2, total arsenic cannot exceed 41 mg/kg if sludges are to be applied with no restrictions.Sludges with arsenic concentrations between 41 <strong>and</strong> 75 mg/kg may be l<strong>and</strong> applied provided that thetotal loading does not exceed 41 kg per hectare.Sludges will require dewatering prior to l<strong>and</strong>fill disposal. If the residuals pass the TCLP testthey may be disposed <strong>of</strong> in a sanitary l<strong>and</strong>fill. Otherwise, residuals must be disposed <strong>of</strong> in ahazardous waste l<strong>and</strong>fill. However, as with LS sludges, such treatment is not likely to be necessary,<strong>and</strong> should only be used as a last result.Tests conducted by the University <strong>of</strong> Colorado indicate that enhanced LS sludges will pass theTCLP test (AWWARF, 1998). Additional tests conducted by the University <strong>of</strong> Colorado confirmedthat the treatment sludge from enhanced LS treatment will typically pass the TCLP (results: 0.0009to 0.0284 mg/L; Amy, 1999). A case study presented by Sorg (2000) lends further strength to theexpectation that the residuals from this treatment process may be treated as nonhazardous.Sludge from the enhanced LS plant in a recent EPA study was collected, sent to a slurry tank,<strong>and</strong> then to a sludge lagoon (EPA, June 2000) . Approximately once every 2 years, or as required,the sludge lagoon was dewatered using an underdrain system. <strong>Arsenic</strong> was not detected in theleachate at any <strong>of</strong> the sampling locations used in the study (detection limit: 0.05 mg/L). As a result,4-17

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