The original support wall at 113 and 109 Platinum Drive comprised large rocks and fill material positioned against the adjoining generational landowner's grid fence, an arrangement that encroached upon the neighboring property. This setup enabled the developer to create a steeper, colander-style support slope that exceeds the typical one-to-one grading ratio, potentially raising concerns regarding stability and drainage in the area. Such construction practices may not only compromise structural integrity but also impact the neighboring landowner’s property.

109 And 113 Platinum Drive's Construction Illustration With Pre Construction Topographical Image

The developer strategically placed large rocks against the grid fence initially to prevent earthen fill from shifting through the openings, a decision highlighted in the first image marked as 6. Additionally, in certain sections, heavy black plastic was laid along the landowner's Locust Post And Grid Fence Line to further mitigate potential erosion and shifting of soil. This approach indicates a level of thoughtfulness.

A quote from a 2007 Engineering Report: "This part of the development is on an Northeasterly facing finger of an original bench and that bench was fill over with a depth of from about 5 to 14 feet."

113 & 109 Platinum Drive's Post 2008 Repair Of The Above

Demolition debris from Building 109 Platinum Drive was transported to the rear area of 113 Platinum Drive for disposal, where various types of materials were observed. The first image depicts clean earthen fill, representing the initial phase of removal. The second image, positioned on the far left, showcases a mixture of slag, concrete, and blacktop, indicating the types of debris generated during demolition. Lastly, the third image illustrates an area covered with grass over topsoil, to manage the aesthetic impact of the disposal area.

2013 Results Of The Developer's 2008 Repair