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<br />r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />losses from direct damages, other flooding losses are those incurred by businesses <br />and industries when production or shipments are interrupted. A cost that is usually <br />unnoticed and unrecorded is the public cost of flood cleanup operations and restor- <br />ation of services in urban areas. <br /> <br />Structural solutions including storage reservoirs, channelization, levees and <br />dikes, have dominated flood control programs in past years. Many persons feel <br />there are better solutions available which would not present hazards to local water <br />resource ecosystems, as are inherent with many structural solutions. Non-structural <br />measures include land treatment, flood-proofing, land use controls, and various <br />standards and requirements for drainage system design, devised to limit peak stl'rm- <br />water runoff rates. <br /> <br />Soil Erosion, Sedimentation and Water Quality Impacts <br /> <br />Soil erosion and the accompanying sedimentation are major concerns in many <br />?rbanized areas, particularly where highly-erosive, silty surface soils are preva- <br />lent. Steep topography and sparse or poor ground cover also are factors which in- <br />fluence erodability and potential sediment loads. In areas where land development <br />is underway, grading and excavation operations on development sites can multiply <br />eroded soil quantities and sediment deposits by hundreds or thousands of times. <br />Runoff flows denude valuable iand, and huge quantities of sediment are often de- <br />posited regularly on downstream floodplains and in receiving streams, l.akes and <br />bays. In the Potomac River at Washington, D.C., 20 percent of the total sediment <br />is said to come from upstream urban areas that comprise only two percent of the <br />total upstream tributary drainage area. Statistics indicate that farm land near <br />Washington, D.C. having an annual soil loss of 0.078 tOns/acre can increase by a <br />factor of one thousand (to 78 tons/acre) when the same land is developed. Accepted <br />good practice calls for limiting soil l.oss to approximately 15 tons/acre. <br /> <br />Studies made in recent years have shown that many of the substances causing <br />pollution of receiving waters are transported by eroded soils and deposited as <br />sediment. Control of soil. erosion is the key el.ement in a resource management pl.an <br />to combat soil loss, unwanted soil buildups and associated water degradation. Non- <br />structural measures can be applied prior to, and during, land development to keep <br />soil erosion and subsequent sedimentation within tolerable limits. Structural. <br />measures, although they are usually more costly and sometimes produce other unex- <br />pected prOblems, can also be implemented effectively. Local conditions and cir- <br />cumstances will ordinarily favor one approach over another. Unfortunately, the <br />techniques applied are often selected without evaluation of alternative approaches; <br />and decisions are made in favor of methods that can be adopted expeditiously with <br />little advance planning. <br /> <br />Overflows of combined sewers, during wet periods when surface runoff rates are <br />excessive, produce serious pollution of local waterways and receiving waters. The <br />surcharged sewers often spill their contents into streets, highway underpasses and <br />basements of buildings--causing flooding, pollution, health threats, inconvenience <br />and economic losses associated therewith. Different approaches have been used in <br />attempting to reduce combined sewer overflows. Washington, D.C. initiated a pro- <br />gram of sewer separation to eliminate many ~f its combined sewers. The M~tropoli- <br />tan Sanitary District of Greater Chicago has a massive pollution control program <br />underway involving construction of six thousand acre-feet of conveyance tunnels <br />and associated pumping facilities. San Francisco, Cleveland, Cincinnati and Boston <br />are other cities that have either initiated or planned programs for control of com- <br />bined sewer overflows. The different approaches being used have one major similar- <br />ity--"high cost". There appears to be no simple, low-cost solution. <br /> <br />3 <br />