The current regulatory requirement for cover soils in landfills and su
rface impoundments is that the soils attain, upon compaction, a very l
ow hydraulic conductivity of 10(-7) cm/s or less. Although the influen
ce of the interaction between waste chemicals and clay soil on waste m
igration has been extensively studied, attempts to incorporate as desi
gn components the effects of sulfidic (sulfide-bearing) clays on the i
ntegrity of clay caps have largely been ignored. These influences may
include increasing the permeability of the cover to percolating moistu
re, enhancing erosion of clay covers, and killing of vegetation on dow
nslopes of the cover. Consequently, it is suggested that clay cap desi
gners test the acid-generating capabilities of potential clay cap mate
rials before exploiting these earth formations. This can be done by in
cubating a sample of the candidate capping material (with pH > 3.5) un
der moist aerobic conditions (field capacity) at room temperature. The
soil will be said to contain sulfidic materials if it shows a drop in
pH (1 : 1 by weight in water) of 0.5 or more units to a pH value of 4
.0 or less within eight weeks. Decisions should then be made as to whe
ther the soil should be avoided or used with amendments to the cap des
ign.