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CCP 02-19-2002
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CCP 02-19-2002
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2.11.02 <br /> <br />Table 9 <br />Capital and Maintenance Costs for BMP's <br /> <br />. <br /> <br />BMP Type Typical Cost' Notes Annual Maintenance Cost <br /> ($tcf) (% of Construction Cost) <br />Retention and 0.55-1.11 Cost range reflects economies of scale 30/0 - 6% <br />Detention Basins in designing this BMP. The lowest unit <br /> cost represents approx. 150,000 CF of <br /> storage, while the highest is approx. <br /> 15,000 CF. <br />Constructed 0.66 - 1.38 Little data available to assess cost. It is <1% <br />Wetland assumed they are approx. 25% more <br /> expensive due to plant selection and <br /> sediment forebay requirements lhan <br /> detention basins. <br />infiltration Basin 1.44 Represents typical cost for a 0.25-acre 5%-10% <br /> infiltration basin. <br />Sand Filter 3.32 - 6.65 Range in costs largely due to different 11%-13% <br /> designs. Of the three most common, <br /> perimeter sand filters are moderate cost <br /> while surface and underground sand <br /> filters are the most expensive. <br />Bioretention 5.87 Bioretention is relatively constant in cost 5%-7% <br /> because it is usually designed as a <br /> constant fraction of the total drainage <br /> cost. <br />Grass Swale 0.55 Based on cost per square foot, 5%-7% <br /> assuming 6 inches of storage in filter. <br />FiiterStrip 0-1.44 Based on cost per square foot, $320/acre (maintained) <br /> assuming 6 inches of storage in the filter <br /> strip. The lowest cost assumes that the <br /> buffer uses existing vegetation, while <br /> highest cosl assumes that sod was used <br /> to establish the filter strip. <br /> . <br /> <br />e <br /> <br />TypICal capItal cost on a volume basIS: August 2001 <br /> <br />While detention ponds have an initial high cost for construction, their annual <br />operation and maintenance cost is among the lowest of alternatives. Table 10 <br />illustrates the capital cost estimate for the proposed treatment ponds. Also <br />provided in the table is the unit cost per cubic foot of pond storage. The <br />USEP A cost is taken from the aforementioned document unit cost. <br /> <br />. <br /> <br />City ot Arden Hills, Minnesota <br />Local Water Resource Management Plan <br /> <br />A-ARDEN010l.00 <br />Page 47 <br />
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