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clay, springs and retaining walls
My current tiered retaining wall project is becoming a nightmare. I have encountered springs behind each wall and clay so heavy and slick my tracked excavator has a hard time moving around.
As far as constructing the walls I have been putting 4- 5 incheds of a crushed number 2 stone down compacted every 2 inches to help with drainage and compaction of the clay. Then a geotextile, crusher run, pipe at the base course and of course clear stone behind the wall.
I am concerned that I am allowing the spring water to run under my walls in the # 2 stone rather than behind my wall. Hindsight tells me I should have dug a trench 2-3 feet behind my wall and deeper than my base to allow the water to flow into .
Any thoughts
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