along the stand 250 as the pile 105 is drilled into the ground 110 typically the drill head 255 is hydraulically powered as shown because the pier bracket 120 is eccentric sufficient space between the pier axis 205 and the building structure wall 265 is provided to accommodate the drill rig 240 fig2 is a side view of a pipe pier 100 a hydraulically driven into ground 110 proximate a building structure footing 115 with the pier 100 a attached to the footing using an eccentric bracket 120 the eccentric bracket 120 allows for installation of the pier 100 a by providing sufficient additional space from the pier axis 205 a to the structure wall 265 including siding 270 to accommodate a hydraulic ram not shown fig3 is a side view of a pipe pier 100 b hydraulically driven into ground 110 proximate a building structure footing 115 with the pier 100 b attached to the footing 115 using an eccentric bracket 120 a see also fig5 of increased width offset relative to the brackets 120 shown in fig1 and 2 by way of example embodiments of the bracket 120 shown in fig1 and 2 may provide a 4 u00bd inch pier offset the distance between the vertical plate 140 and the pier axis 205 while the bracket 120 a shown in fig3 may provide a 6 u00bd pier offset further embodiments of an eccentric pier bracket may include a vertical plate and a horizontal plate abutting one another at a substantially right angle therebetween to form a right angle bracket the horizontal plate is supported by one.