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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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For design flows greater than 1 mgd, the building cost varied based on flow from $100 to $90per square foot.Basis. The data from both the Very Small Systems Document <strong>and</strong> the <strong>Water</strong> Model wereexamined to develop housing costs <strong>for</strong> the activated alumina system. The housing rate listedin the Very Small Systems Document was $40/sq ft (10). This rate includes the following:basic storage building, foundation, electrical wiring, HVAC, <strong>and</strong> plumbing. The rate is <strong>for</strong>a pre-fabricated building installed on a concrete slab. The rate is based on data from prefabricatedbuilding manufacturers <strong>and</strong> the 1993 Means Building Construction Cost Data <strong>for</strong>storage buildings multiplied by a conversion factor <strong>for</strong> small-sized buildings. The housingcosts in the <strong>Water</strong> Model vary based on size with rates ranging from $87/sq ft <strong>for</strong> the smallestconceptual design <strong>and</strong> $50/sq ft <strong>for</strong> a facility treating approximately 1 mgd (6). The onlydocumentation on the costs in the <strong>Water</strong> Model states that in lieu <strong>of</strong> segregating building costsinto several components, the housing category represents all material <strong>and</strong> labor costsassociated with the building, including heating, ventilating, lighting, <strong>and</strong> normal convenienceoutlets. However, the fabrication <strong>and</strong> building type are unknown <strong>and</strong>, most critically, thesources used to derive the building costs are unknown. The costs in the <strong>Water</strong> Model weredeveloped in 1983. The ENR Building Cost Index was used to update both sets <strong>of</strong> costs toSeptember 1998. The housing rate from the Very Small Systems Document was selectedbased on better documentation <strong>and</strong> the use <strong>of</strong> more recent data <strong>for</strong> design flows up to 0.65mgd. For design flows between 0.65 <strong>and</strong> 1 mgd, a linear regression <strong>of</strong> housing cost againstprocess area was used to derive the equation listed above. For design flows greater than1mgd, the building cost rate assumptions were the same as those used in the <strong>for</strong> AlbuquerqueReport (7) <strong>and</strong> <strong>for</strong> the case studies in the AwwaRF Report (4).D.2.1Capital <strong>Costs</strong> - pH Adjustment15. For two options, pH adjustment to the optimal pH 6 is utilized. The capital cost equation <strong>for</strong>the pH adjustment module is:Capital cost = 40517 * Design Flow + 31889D-10

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