Patrick partnered with a chemical manufacturer to address heavily eroded ditch banks adjacent to an existing industrial access road at their facility. Patrick gathered topographic survey data at each area of concern, performed a geotechnical field investigation to gather soils data, and performed a slope stability analysis of the primary area to ascertain the potential risk. It was determined that, without improvements, the bank was indeed at risk of failure at the primary area. Patrick provided a summary of creek bank improvement options, which included slope re-grading, riprap, gabion baskets, a retaining wall, and others. Each option included a summary of the permitting required prior to implementing the improvements. Patrick prepared a design for 215 linear feet of new sheet pile retaining wall to repair the bank, prevent loss of pavement and gain more pavement for truck safety. Patrick obtained necessary permits, performed construction observation, and prepared record drawings.