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TM   5-5430-210-12 2-9. Berm Construction, 3,000-Gallon (11,355-Li- ter) Tank. The following instructions are for a 13- foot  by  13-foot  (3.962-meter  by  3.962-meter)  (flat dimensions) tank. NOTE A  minim  urn  two-foot  (O.  7-meter) working   clearance   is   necessary   be- tween  the  side  of  the  tank  and  the berm on all four sides. a. Clear and level an area 29 feet by 29 feet (8.84 meters x 8.84 meters) b. Inspect area closely. Remove all sharp objects from the leveled area. c. Slope  all  four  sides  of  the  leveled  area  in  to- ward the center (fig. 2- 13). The center should be no more  than  three  inches  (7.62  centimeters)  below ground level, which will give an approximate slope of one degree, If possible, provide a sand bottom ap- proximately  four  inches  (10.16  centimeters)  thick. d. Erect  a  three  and  one  half-foot  (1.07-meter) high berm around the outside of the sloped area. e. To provide a berm drain, place a 2-inch (5.08 centimeter) pipe with a gate valve through the bot- tom of the discharge end of the berm in order to pro- vide  a  means  of  draining  accumulated  water.  The valve should normally be closed; open valve only to drain water from the bermed area. Make   certain   that   the   valve   is closed   tightly   after   installation. I n    t h e    e v e n t    o f    t a n k    r u p t u r e, an   open   valve   would   permit   fuel to    drain    from    the    berm    and    can cause   fire   or   explosion. 2-10.  Berm  Construction,  10,000-Gallon  (37,850- Liter)  Tank.  The  following  instructions  are  for  a 22-foot   by   22-foot   (6.706-meter   by   6.706-meter) (flat dimensions) tank. NOTE A   minimum   two-foot   (0.7.-meter) working  clearance  is  necessary  be- tween  the  side  of  the  tank  and  the berm on all four sides. a.  Clear  and  level  an  area  35  feet  by  35  feet (10.668 meters by 10.668 meters). b. Inspect area closely. Remove all sharp objects from the leveled area. c. ward Slope  all  four  sides  of  the  leveled  area  in  to- the  center  (fig.  2-14).  The  center  should  be no  more  than  five  inches  (12.7  centimeters)  below ground level, which will give an approximate slope of  one  degree.  If  possible,  provide  a  sand  bottom approximately   four   inches   (10.16   centimeters) thick. d. Erect  a  three  and  one-half  foot  (1.07-meter) high berm around the outside of the sloped area. e.  To   provide   a   berm   drain,   place   a   2-inch (5.08-centimeter)  pipe  with  a  gate  valve  through the  bottom  of  the  discharge  end  of  the  berm  in order  to  provide  a  means  of  draining  accumulated water. Valve should be normally closed; open valve only to drain water from bermed area. M a k e    c e r t a i n    t h a t    t h e    v a l v e    is c l o s e d     a n d     l o c k e d     a f t e r i n s t a l l a t i o n .    I n    e v e n t    o f    t a n k rupture,   an   open   valve   would   permit fuel   to   drain   from   berm   and   can cause   fire   or   explosion. 2-10.1.   Berm   Construction,   20,000-Gallon (75,700 Liter) Tank. The following instructions are for   a   24-foot   6-inch   by   28-foot   6-inch   (7.468- meter  by  8.687-meter)  (flat  dimensions)  tank. NOTE A minimum three-foot (1-meter) work- ing clearance is necessary between the side of the tank and the berm on all four sides. a.  Clear  and  level  an  area  29  feet  by  33  feet (8.84  meters  by  10.06  meters). b. Inspect area closely. Remove all sharp objects from the leveled area. C. Slope  all  four  sides  of  the  leveled  area  in toward  the  center  (fig.  2-14,1).  The  center  should be   no   more   than   five   inches   (12.7   centimeters) below   ground   level.   If   possible,   provide   a   sand bottom  approximately  four  inches  (10.16  centi- meters) thick. d.  Erect   a   four-foot   (1.22-meter)   high   earth berm around the outside of the sloped area, e.  To   provide   a   berm   drain,   place   a   2-inch (5.08-centimeter)  pipe  with  a  gate  valve  through the  bottom  of  the  discharge  end  of  the  berm  in order  to  provide  a  means  of  draining  accumulated water. Valve should be normally closed; open valve only to drain water from bermed area. 2-12   Change   5

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