Our investigation includes drilling four 4 test borings to depths of feet each at the locations indicated on the attached boring location plan. No monitoring wells will be installed as part of this investigation. The 3-1/4 inches diameter borings will be conventional standard penetration test spt type borings. A truck mounted rotary drill rig will be utilized. No fluids will be adeded unless running sands are encountered at which point potable water would typically be employed. The grout mixture ratio will consist of 2lbs of bentonite powder to 1 gallon of water.

Our investigation includes drilling four 4 test borings to depths of feet each at the locations indicated on the attached boring location plan. No monitoring wells will be installed as part of this investigation. The 3-1/4 inches diameter borings will be conventional standard penetration test spt type borings. A truck mounted rotary drill rig will be utilized. No fluids will be adeded unless running sands are encountered at which point potable water would typically be employed. The grout mixture ratio will consist of 2lbs of bentonite powder to 1 gallon of water.

Our investigation includes drilling four 4 test borings to depths of feet each at the locations indicated on the attached boring location plan. No monitoring wells will be installed as part of this investigation. The 3-1 4 inches diameter borings will be conventional standard penetration test spt type borings. A truck mounted rotary drill rig will be utilized. No fluids will be adeded unless running sands are encountered at which point potable water would typically be employed. The grout mixture ratio will consist of 2lbs of bentonite powder to 1 gallon of water.