A total of three soil test borings will be drilled at the above referenced site for our subsurface exploration. The borings will be drilled using 2. 25-inch continuous flight augers. One of the boring will extend to a maximum depth of feet below current site grades. The borings will be drilled using a truck-mounted drill rig. We anticipate that the maximum annular diameter of the holes from the field exploration including the auger flights will be about 6-inches. The soil sampling interval will be every 2. 5 feet within the upper feet of the borings, followed by every 5 feet to the maximum depth explored. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. Upon completion of the subsurface exploration, the borings will be tremie-grouted with a bentonite grout in one continuous operation from the bottom of the well upward. The bentonite will be a mix of two pounds of bentonite powder per gallon of water. No additional additives besides p

A stacked bi level 2 story townhouse with individual entrances. Each unit will have one onsite parking space. The construction will be wood frame.