A total of eight soil borings are proposed, as depicted on the proposed boring location map, with variance of up to feet to allow for site conditions. The borings will be installed during a geoprobe direct push event with the installation of temporary monitoring well points. All locations will be cleared to four feet below ground surface using a hand auger. The borings will be completed to a maximum depth of 25 feet below ground surface. Slotted pvc will be temporarily placed in the borings for collection of groundwater samples. A sand filter pack will be placed to 1-foot above the top of the screen, a 1-foot thick bentonite seal will be placed above the sand by dropping bentonite pellets into the annular space and hydrating in place. The remainder of the annular space above the bentonite seal will be grouted to the surface. Each temporary monitoring well will be secured with a pvc cap and housed within a six-inch manhole. After work is completed, the temporary monitoring wells will be

A total of eight soil borings are proposed, as depicted on the proposed boring location map, with variance of up to feet to allow for site conditions. The borings will be installed during a geoprobe direct push event with the installation of temporary monitoring well points. All locations will be cleared to four feet below ground surface using a hand auger. The borings will be completed to a maximum depth of 25 feet below ground surface. Slotted pvc will be temporarily placed in the borings for collection of groundwater samples. A sand filter pack will be placed to 1-foot above the top of the screen, a 1-foot thick bentonite seal will be placed above the sand by dropping bentonite pellets into the annular space and hydrating in place. The remainder of the annular space above the bentonite seal will be grouted to the surface. Each temporary monitoring well will be secured with a pvc cap and housed within a six-inch manhole. After work is completed, the temporary monitoring wells will be