- Advanced sixteen (16) sixteen soil borings using a 4' macro core sampler to an estimated depth of 50' below grade surface utilizing the DT22 (Dual Tube Soil Sampling System).
- Borings were grouted upon completion using bentonite cement grout and/or bentonite high solids grout. Locations were resurfaced with like material at grade.
- Abandoned one (1) monitoring well (4" steel casing to 265' and open bedrock to 340'). Cut-off casing 6" below ground surface.
- Contained water being removed from well during abandonment. Resurfaced with like material.