A total of two 6-inch diameter soil test boring will be drilled using 2. 25-inch continuous hollow stem flight augers. The boring will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The boring will be left open for a period of 24 hours to collect groundwater information. A slotted pvc pipe will be inserted into the hole at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore hole. After groundwater reading the borehole will be grouted with bentonite slurry 2 lbs of bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit.

Alteration, repair and addition to an existing 2 story with cellar restaurant to include alteration and repair of existing restaurant on 1st floor to extend restaurant use to cellar of existing building and to convert 2nd floor and add a 3rd floor for the use of a 4 unit apartment house to include a penthouse for access to mechanical equipment on roof only as per plans. Third party reviewed by bello, bello & associates.