All on site at 7:00am. Lovin with 5 men, DNHI with 2. Lovin finished forming and tying rebar for the last 70ft of the N wall. While finishing at the existing footer, it was realized the severity of the lean of the existing wall. When layed out by the off set stakes set by the surveyors, the wall caps lineup as intended, but the base of the new wall will be 5in S of the existing base. The existing wall leans S 2.75” over the span of a 6ft level. The wall measures 8’4” from top of footer to top of cap. When addressed with Tom Rice, he stated to build per plan and the misalignment of the wall bases can be addressed later. DNHI maintained and fueled pumps, loaded trucks with material to be disposed of, started to grade final section of creek bottom for footer, 4 loads of bad material hauled off site. Lovin off site at 5:30pm, DNHI at 6:30pm 