Proposed work consist on drilling five soil borings and five groundwater monitoring wells. Borehole and monitoring well abandonment, a mixture of 2 pounds of bentonite to one gallon of water will be used to fill each borehole using a tremie tube to within 6 inches of the ground surface. The remainder of the borehole will be filled concrete. A similar process will be implemented following removal of the temporary wells. Soil borings diameter ten inches by a depth of fifty feet, as per site plan, work plan report, dc well construction and schematic forms, all work will be conducted under ddoe regulation. Accessing first groundwater at the project location and utilized downhole pumps for well development and disposal bailers for groundwater sample collection.

The proposed work consist on drilling eight soil borings and two monitoring wells in private property. The soil borings diameter will be three inches max by twenty feet deep. Two pounds of powdered bentonite per one gallon of water. Two of the test borings will be converted into a one-inch temporary groundwater monitoring well -if groundwater is encountered-. A truck-mounted or track-mounted direct push technology will be used to collect soil samples for field monitoring and/or analysis from accessible exterior and interior sections of the subject structure, as per site plans, work plans report, ddoe-construction and schematic forms. All work will be conducted under ddoe regulation.

The proposed work consist on drilling eight soil borings and two monitoring wells in private property. The soil borings diameter will be three inches max by twenty feet deep. Two pounds of powdered bentonite per one gallon of water. Two of the test borings will be converted into a one-inch temporary groundwater monitoring well -if groundwater is encountered-. A truck-mounted or track-mounted direct push technology will be used to collect soil samples for field monitoring and or analysis from accessible exterior and interior sections of the subject structure, as per site plans, work plans report, ddoe-construction and schematic forms. All work will be conducted under ddoe regulation.

Proposed work consist on drilling five soil borings and five groundwater monitoring wells. Borehole and monitoring well abandonment, a mixture of 2 pounds of bentonite to one gallon of water will be used to fill each borehole using a tremie tube to within 6 inches of the ground surface. The remainder of the borehole will be filled concrete. A similar process will be implemented following removal of the temporary wells. Soil borings diameter ten inches by a depth of fifty feet, as per site plan, work plan report, dc well construction and schematic forms, all work will be conducted under ddoe regulation. Accessing first groundwater at the project location and utilized downhole pumps for well development and disposal bailers for groundwater sample collection.