a frontal elevation of the pile 1 with the pile cap 7 suitably placed on the uppermost end of the pile 1 the pile jack 17 is shown on one side of the pile cap 7 and a shim stanchion 6 with shims 5 are shown on the other side of the pile cap 7 the pile jack 17 is suitably actuated and it further elevates the foundation 2 to the desired height relative to the soil 13 when the desired height of the foundation 2 is accomplished the shim stanchion 6 and the required number of shims 5 are inserted between the pile cap 7 and the foundation 2 the pile jack 17 is removed and a second shim stanchion and additional shims are set in place as shown in fig1 the combination of the pile 1 the pile cap 7 the shim stanchions 6 and the shims 5 forms a monolithic column like pile referring to fig1 there is shown a section view as taken through fig1 showing the pile segment 10 with the reinforcing rod 12 located near the center axis 36 of the pile segment 10 the center axis 36 is the point where the first center line 37 intersects the second center line 38 the inner hole 11 is shown filled with grout 44 the vacuum tube 46 is shown near the center axis 36 referring to fig1 there is shown a section elevation as taken through fig1 the inner hole 11 of the pile segments 10 is shown with grout 44 the vacuum tube 46 is shown in the inner hole 11 near.