ECS MIDATLANTI C O REBECCA RUSCHMAN

20 M St Nw, Washington, Dc 20036
We will perform a total of one soil boring extended to feet below existing site grades. The boring will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximately 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled with bentonite slurry, 2lbs bentonite powder to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole.

236 Massachusetts Ave Ne, Washington, Dc 20002
We will perform a total of 2 soil borings on the proposed site. The borings will be advanced to a depth of feet below existing site grades. The borings will be located within the bounds of private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers, the borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is comleted, the borings will be backfilled in accordance with ddoe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

301 Florida Ave Ne, Washington, Dc 20002
We will perform a total of 3 soil test borings extended to a depth of feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, 2 lbs bentonite to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole.

4555 Overlook Ave Sw, Washington, Dc 20375
We will perform a total of two soil borings on the proposed site. The borings will be advanced to depths of 40ft below the existing site grades. The borings will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled in accordance with dooe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

1744 D St Ne, Washington, Dc 20002
We will perform a total of 1 geotechnical soil boring on the proposed site. The geotechnical soils boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled in accordance with ddoe requirements with bentonite slurry, which has the consistency of two pounds bentonite powder to one gallon water.

1519 4th St Nw, Washington, Dc 20001
We will perform a total of two soil borings extended to a depth of feet below existing site grades. The boring will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximately 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled with bentonite slurry, 2lbs benonite powder to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole.

3 17th St Se, Washington, Dc 20003
We will perform a total of 2 soil borings to a depth of 25 feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, 2lbs bentonite to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole.