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Page Title: Figure 9-10.—Protection of spring from surface contamination.
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Ground Water Development
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Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities
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Ground Water Development - Continued

Figure  9-10.—Protection  of  spring  from  surface  contamination. enter the spring during periods of flood. It is not necessary  to  ventilate  spring  structures;  therefore, all  openings  should  be  avoided,  except  for  an inspection  manhole  fitted  with  a  tight,  locked cover. When ground and surface water supplies are inadequate or cannot be used, ground water sup- plies  are  developed  by  constructing  wells.  Wells are  classified  into  five  types,  according  to  their method  of  construction.  These  are  dug,  bored, driven, jetted, and drilled wells. Each type of well has its particular advantages, which may be ease of  construction,  type  of  equipment  required, storage capacity, ease of penetration into certain types  of  formations,  or  ease  of  safeguarding against  pollution. In  the  event  of  chemical,  biological,  and radiological  operations,  it  is  important  to  note that ground water would probably remain essen- tially   uncontaminated   by   airborne   or   surface dissemination,  in  contrast  to  surface  water,  which could  become  severely  contaminated.  This  does not mean that ground water is always pure and safe  to  drink.  It  can  be  naturally  contaminated or  could,  in  some  cases,  become  contaminated with   CBR   agents.   Well   water   should   be thoroughly  tested  before  use. The production of ground water involves the method  of  recovery  of  water  stored  in  the  zone of saturation below the waterline or water table. The ground water table does not always remain at the same elevation, as it is controlled by rain- fall,  tides,  the  pumping  rate  from  wells,  and  so forth. A dug well  is  a  large  diameter  well,  seldom less than 3 feet in diameter, excavated with hand tools,  and  lined  with  brick,  stone,  steel,  wood cribbing,   or   tile.   That   portion   of   the   lining through  the  water-bearing  formation  is  porous. This shallow type of well is usually dug from 20 to  40  feet  deep,  depending  upon  favorable  loca- tion for water. Because of the large opening and perimeter to be protected against the incursion of surface drainage, dug wells are easily polluted by surface  wash. Bored  wells  are  constructed  in  soft  water- bearing formations that will not cave in while the hole is being bored. They are usually bored with hand or powered earth augers to a depth ranging from  25  to  60  feet  without  caving  in. Jetted  wells   are   suitable   in   soft,   uncon- solidated,  alluvial  deposits.  The  well  consists  of an inner tube which is a drilling or jetting tube and  an  outer  tube  which  is  the  well-casing.  A 9-11

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