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                                                                          10.9 Systems Planning Management and Costs  353
                                         (c) recycling of process waters, and (d) treatment of the waste. Recovery is most successful
                                         when the substances recovered are either very valuable or otherwise not so unlike the pri-
                                         mary products of manufacture that a separate management organization must be devel-
                                         oped. Improvement in manufacturing processes may permit discharge of remaining waste
                                         matter into public sewers.
                                             Satisfactory treatment processes are available for a wide variety of industrial wastes.
                                         Most of them are not unlike established wastewater treatment methods, but some chemical
                                         wastes require quite a different disposal approach. For example, cyanides from plating in-
                                         dustries are most conveniently oxidized to cyanates, chromates from the same source are
                                         most conveniently reduced to chromic compounds, and acids and alkalis from many indus-
                                         tries are most conveniently neutralized.

                    10.9  SYSTEMS PLANNING MANAGEMENT AND COSTS
                                         The planning, design, and construction of water and wastewater systems for metropolitan
                                         areas usually bring together sizable groups of engineering practitioners and their consult-
                                         ants, for months and even for years. Under proper leadership, task forces perpetuate them-
                                         selves in order to attack new problems or deal with old ones in new ways. For publicly
                                         owned wastewater systems, studies, plans, specifications, and construction contracts are
                                         prepared by engineers normally engaged by the cities and towns or by the wastewater dis-
                                         tricts to be served. Wastewater engineers may belong to the professional staff of municipal
                                         or metropolitan governmental agencies responsible for designing and managing public
                                         works, or they may be attached to private works or to firms of consulting engineers. To
                                         accomplish large new tasks, permanent staffs may be temporarily expanded. For smaller
                                         works, consultant groups may be given most and possibly all of the responsibility.
                                         Engineers for manufacturers of wastewater equipment also play a part in systems develop-
                                         ment. The engineers of construction companies bring the designs into being.
                                             Construction of new wastewater systems, or the upgrading and extension of existing
                                         ones, progresses from preliminary investigations or planning through financing, design,
                                         and construction to operation, maintenance, and repair. Political and financial procedures
                                         are involved, as well as engineering.
                                             The first cost of sanitary sewers lies between USD 180 and USD 600 per capita in the
                                         United States. Storm drains and combined sewers, depending on local conditions, cost
                                         about three times as much.. The first cost of wastewater treatment works varies with the
                                         degree of treatment provided. Depending on plant size, which, for wastewater, is more
                                         clearly a function of the population load than the volume of water treated, the per capita
                                         cost of conventional wastewater treatment works as of 2008 was as follows:
                                             1. Mechanized settling and heated sludge digestion tanks USD 195, varying approxi-
                                                                 4 1>3
                                                mately as 1>(P   l0 )
                                             2. Activated sludge units as well as primary treatment USD 282, also varying approx-
                                                                  4 1>4
                                                imately as 1>(P   10 )
                                             3. Trickling filters as well as primary treatment USD 270, varying approximately as
                                                        4 2>7
                                                l>(P   10 )
                                                                                                       4 1>4
                                             4. Stabilization ponds USD 5.40, varying approximately as 1>(P   10 )  .
                                             The approximate annual per capita operating and maintenance cost for the plants
                                          themselves, that is, exclusive of central administrative expenses, is as follows:
                                                                                                                5
                                                                                                         3
                                                                                                            4
                                             1. For primary plants, USD 16.2, 8.4, 5.5, and 4.0 for communities of 10 , l0 , 10 ,
                                                     6
                                                and 10 people, respectively
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