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                                                                               3.19 Groundwater Quality Management  107
                                             3. The vertical position of each aquifer and the hydraulic characteristics of the over-
                                                lying and underlying beds
                                             4. The effect of proposed withdrawals on the recharge and discharge characteristics
                                                of the aquifer

                                         Thus it is evident that the safe yield of an aquifer is not necessarily a fixed quantity, and it
                                         is not strictly a characteristic of the groundwater aquifer. It is a variable quantity dependent
                                         on natural hydrogeologic conditions and on recharge and discharge regimes. Safe yield has
                                         been defined in a variety of ways, each definition placing emphasis on a particular aspect
                                         of groundwater resource development. These include, within economic limits, (a) develop-
                                         ment to the extent that withdrawals balance recharge and (b) development to the extent that
                                         change in the quality of groundwater allows.


                    3.19 GROUNDWATER QUALITY MANAGEMENT
                                         In a majority of cases when polluted water has been drawn from wells, the contamination
                                         was introduced at the well site, indicating faulty construction. There are, however, numer-
                                         ous examples of contamination of groundwater caused by disposal of wastes. Once
                                         groundwater is contaminated, the impairment of the groundwater resource is long lasting,
                                         and recovery is extremely slow.
                                             To predict where the contaminating fluids will go requires a three-dimensional geo-
                                         logic, hydrodynamic, and geochemical analysis. The rate and extent of the spread of pollu-
                                         tion are controlled by (a) the characteristics of the source of pollution, (b) the nature of
                                         rock formations in the unsaturated and saturated zones, and (c) the physical and chemical
                                         properties of the contaminant. The phenomena governing the disposition of the contami-
                                         nant are capillary attraction, decay, adsorption, dispersion, and diffusion.
                                             There have been numerous examples of contamination of groundwater by wastes al-
                                         lowed to seep into the ground, wastes discharged into pits and ponds, and leaks from holding
                                         tanks and sewers. The safe distance from a polluting source of this type is determined to a
                                         large degree by the velocity of percolation through the unsaturated zone and by the lateral
                                         movement once the contamination reaches groundwater. Water table aquifers, being near
                                         the surface and having a direct hydrologic connection to it, are more subject to contamina-
                                         tion than are deeper lying artesian aquifers.
                                             The discharge of wastes into streams has had both direct and indirect effects on the
                                         quality of groundwater. The polluted rivers that cross recharge areas of artesian aquifers
                                         tapped by wells have affected the quality of their discharge. The aquifers that are replen-
                                         ished by infiltration from polluted streams will eventually be contaminated by soluble
                                         chemical wastes carried in the stream. Induced contamination of an aquifer can result
                                         when the cone of depression of a discharging well intersects a polluted river. This is fre-
                                         quently the case in coastal areas in wells located near streams containing brackish water.
                                         Artificial recharge with river water of poorer quality than that found in the aquifer will
                                         ultimately result in the deterioration of the quality of groundwater.


                    3.19.1 Biological Contamination
                                         Because of increasing numbers of septic tanks and growing use of effluents from waste-
                                         water treatment plants for artificial recharge of aquifers, the potential for contamination
                                         of groundwater by bacteria and viruses needs to be considered. Filtration through gran-
                                         ular material improves the biological quality of water. A 10-ft (3-m) downward perco-
                                         lation in fine sand is capable of removing all bacteria from water. The length of time
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