Reservoir aggregate
Revision as of 17:45, 6 July 2017 by Jenny Hill (talk | contribs) (Created page with "Gravel for underdrains and underground infiltration structures should be 50 mm, uniformly-graded, washed stone that has a void ratio of 0.4 (40%).")
Gravel for underdrains and underground infiltration structures should be 50 mm, uniformly-graded, washed stone that has a void ratio of 0.4 (40%).