lakeliving
Well-Known Member
[SIZE=medium]I tried a seach and couldn't find what I thought was here. This fall I am going to tackle a seawall. From fall to spring our lake is drawn down 3ft to allow residents to work on seawalls/docks etc. I have about 48’ of frontage that I would like to protect. The wall above the lake bed will only be about 2ft high. And the water in that area is only a couple of inches deep. I plan on setting 4x6 posts about 4ft deep every 6’. Behind the posts will be tongue and groove 2x8’s. Then I’ll cap it all off with 2x6. I’m concerned with hitting water before I get down 4’ though. Should that be a concern? I plan on having concrete pads under each post. Code for post depth is 42” in my neck of the woods but if there is water there, it won’t freeze right? Anyway my big question is with tie backs and deadmen. The soil behind the wall is mostly sand with just the top 8” being top soil. I plan on having drainage right behind the wall with stone/pea gravel. I don’t see a high load on the wall due to the height only being 2’ or less and given the soil type. Are tiebacks and deadman really needed for this low wall? If so what spacing between each? Curious what others have for theirs or suggest for this purpose. [/SIZE]