Hi all,
With all the intense rainfall and heavy winds ins Sydney over the past week the timber sleeper retaining wall in my front yard has suddenly started leaning over. A few points
- Wall was built aprox 16 years ago before I purchased so not involved in how it was built (photo with no hedge shows just around time it was built - retaining wall and picket fence installed at same time
- I am concerned the base of some of the green picket fence posts are fairly rotten at ground level (they are in large diameter concrete footings
- I wish to stabilise the wall but not after perfection
Plan:
1 - I plan to remove the 3-4 sections of picket fence panels in the image (able to be unscrewed off the green posts) to access behind the wall to clear any debris and allow the wall to be pulled back (there is currently an air void behind the leaning wall so not completely choked with soil and debris).
2 - I plan to add additional vertical posts either timber or steel (in concrete footings) between the green posts on the exposed side of the retaining wall to provide additional bracing once wall is restored to vertical
3 - I will be aiming to leave the marraya hedge alone and undisturbed as it has taken years to establish
4 - Once the retaining wall is restored to a vertical position I was considering bolting on a very long gal box steel behind the retaining wall to strengthen the join (obvious in the photo) and avoid it bowing out in the future.
Questions:
1 - Is the weight of the timber picket fence too much force on the retaining wall once it is repositioned? Especially since the picket fence adds considerable height to the retaining wall. I could remove the picket fence and simply add a few rows of sleepers to avoid balls etc rolling off etc? It would at least allow for easier pruning of the hedge!
2 - It is unclear if the wall was pushed over due to wind, water run off or a large falling tree branch as I was not present when it occurred but it has been very gradually leaning over the last few years - would it be helpful to create some weep holes in the sleeper wall to allow water pressure from behind the wall to escape and relieve the hydostatic pressure on the retaining wall?
Ps - the large hole in the sleeper retaining wall was to allow for an old privet tree which I removed so will also look at closing the space up as well.
Many thanks for your assistance!

