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Page Title: ASSEMBLY AND PREPARATION FOR USE. - continued
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TM 10-3835-231-13 (4) Tank Pad and Berm Construction.  Proper tank pad and berm construction are most important to provide for tank operation and protection from spill or a fire resulting from the spill.  (See figure 4-3, 4-4, and 4-5.) Sites for tanks and their berms should be carefully selected, giving consideration to space, terrain, soil consistency, and accessibility. (a) Berms  are  normally  constructed  of  earth  from  the  surrounding  area.    The  more  impermeable  the  soil the  better,  such  as  high  clay  content  is  desirable  to  avoid  leakage  and  keep  the  berm  in  shape.    Adding  some  rock  and gravel will tend to avoid washout. (b) Tank pads are preferably constructed of a loamy or clay soil containing some sand so that a smooth area  can  be  graded  and  hold  its  shape.    (See  figure  4-5.)  The  longest  slope  should  be  approximately  1°  (degree)  from horizontal.  Other shorter slopes will be greater.  The low point should be where the tank drain will end up when the tank is unrolled.  A small ditch and a basin for the tank drain line and drain valve can be excavated by hand at the time the tank is unrolled.    The  low  point  described  is  to  permit  maximum  pump  out  of  the  tank  and  drainage  through  the  drain  line.    The base  of  the  tank  pad  area  must  be  virgin  soil,  cut  soil,  or  well  compacted.    To  avoid  damage  to  the  tank  bottom  sticks, stones, or sharp objects must be removed prior to installing the tank. (c) Tank berms are constructed as shown on figures 4-3 and 4-4.  They may be constructed before, after, or simultaneously with tank pad construction, depending on job conditions.  In any case, it is necessary that the tank pad be cleared of any rocks, clumps, etc, that roll on during berm construction.  It is recommended that tank pad rough grading be  completed  before  berm  construction.    The  preferred  materials  are  soils  containing  a  fairly  high  clay  content  to  hold shape and provides sealing.  The berm should be compacted as it is constructed. (d) Berms   may   be   constructed   of   sandbags   if   site   conditions   preclude   earth   construction,   however, sandbag berms will not hold a tank spill very well unless action is taken to seal the gaps between bag ends.  Heavy clay packing  between  joints  will  help.    Nevertheless  considerable  leakage  can  take  place.    Sandbags  are  supplied  with  the TPT. (e) To install a berm drain, hand cut a trench in the first layer of the berm.  Lay the drain line in the trench and cover.  Finish constructing the berm.  Install valve on drain line and be sure valve is closed. (f) If  the  installation  authority  decides  to  install  construction  grade  polyethylene  sealing  sheets,  they should be installed after the pad and berm are completed.  After the joints of the sheeting are sealed, a light layer of soil (without rocks) may be spread to protect the sheeting and hold it in place. 4-7

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