jim_wilson
Veteran Member
- Joined
- Jun 13, 2004
- Messages
- 1,791
- Location
- Northeast MA
- Tractor
- Kubota B3200 w/ BH77 & 12", 18" & 24" buckets, Kubota B50 SSQA w/ 54" & 60" buckets, LandPride FDR1660, Artillian Fork frame, Extreme 3pt rake, Concrete Mixer, MyTractorTools grapple adapter
Last year I started excavation on the hole for my new garage. The site is on a slight slope so to get down to a good base soil I stepped the excavation approximately 16" so that I was down to good soil for the footer on both the higher and the lower parts of the excavation. Then last fall we got a ton of rain and the lower half of the excavation filled up with about 16" of water - which never went down until just recently. I went back out yesterday and because the soil that I had gotten down to appeared to be sandy clay mix which had turned into a muck I decided I should excavate about 6" more and then backfill with a sandy gravel mix that I had previously used to put in a new driveway - I knew this sandy gravel mix very well so I figured it would make a good base for the footer.
Well it has become apparent that what I am dealing with is groundwater because overnight I got about 4" more water into the lower part of the hole, and the sandy-gravel mix I backfilled in just turns into mud when mixed with water - which leads me to believe that it will not make a very good base for a footer. Now I am in a bit of a quandary because I don't know how proceed to get this excavation ready for a footer pour.
Is there a recommended procedure for a situation like this - a different type of fill perhaps that will perform better if it is exposed to a high water table? I have seen it recommended that large crushed rock be used in muddy conditions - would maybe using some large (3" or more) crushed rock compacted into the washed sandy-gravel base make a better bed for the footer?
The problem is that the base soil appears to have a high clay content which does not drain well. We have not gotten any significant rain in quite some time so I am almost positive the water I am getting in the hole is groundwater. I know the footer is supposed to be on solid soil - I just don't know the best method to get that solid soil.
Well it has become apparent that what I am dealing with is groundwater because overnight I got about 4" more water into the lower part of the hole, and the sandy-gravel mix I backfilled in just turns into mud when mixed with water - which leads me to believe that it will not make a very good base for a footer. Now I am in a bit of a quandary because I don't know how proceed to get this excavation ready for a footer pour.
Is there a recommended procedure for a situation like this - a different type of fill perhaps that will perform better if it is exposed to a high water table? I have seen it recommended that large crushed rock be used in muddy conditions - would maybe using some large (3" or more) crushed rock compacted into the washed sandy-gravel base make a better bed for the footer?
The problem is that the base soil appears to have a high clay content which does not drain well. We have not gotten any significant rain in quite some time so I am almost positive the water I am getting in the hole is groundwater. I know the footer is supposed to be on solid soil - I just don't know the best method to get that solid soil.