Browse Forums Building A New House Re: Soil Tests Back - Slab Confusion 7Sep 10, 2009 2:05 pm Blog is now up - http://www.jbdave.blogspot.com/ Re: Soil Tests Back - Slab Confusion 10Sep 14, 2009 9:27 am Thanks heaps wellinformed. Your posts are making it a lot easier to understand. I hope the following comes across right, i'm looking at the report and for the fill, A and B and will just post what's written. Horizontal Fill: M.C. (Dry) - clay, silt, brown, grey. Hole 1 (mm) 0-100. Hole 2 (mm) 0-200. Horizontal A: U.S (ML), MC (dry), Silt clayey brown grey, Hole 1 (mm) 100-200. Stiffened raft beams founded 100mm into the "A" horizon silt may be proportioned for an allowable bearing capacity of 50KPa. Horizontal B: U.S (CH), M.C (damp), Clay - silty, dark brown/dark grey brown to grey brown/grey, very stiff, refusal on hard basaltic holes 1 & 2. Hole 1 (mm) 200-900. Hole 2 (mm) 200-1800. Stiffened raft beams founded 100mm into the "B" horizon silty clay may be proportioned for an allowable bearing capacity of 150KPa. Piers founded 600mm into the "B" horizon silty clay may be proportioned for an allowance bearing capacity of 250KPa. Drainage: (written at top of page) is FAIR. Life is; then you tell yourself a story. Hi All, see above image. The required setback from the rear boundary in my case is 5m, as you can see the shape of the site and location of the boundary is slightly… 0 8432 My land is 260m2 (10m x 26m) located in claymore NSW. Under campbelltown council. I know in general the following setbacks would apply ground floor side setback =… 0 6897 Good luck with it. I don't know what the cost of a nice bidet seat with a 25mm air gap will be but you are obviously deducting the cost of a RPZ valve and its… 9 6974 |