PONS ASSOCIATES LLC

12 1st St Se, Washington, Dc 20303
Sixteen geotechnical borings will be drilled, b-1 through b-8 to 15 feet, if-1 through if-8 to 8 feet. No monitoring wells will be installed. Potable water will be used for infiltration tests in if-1 through if-8. Drill cutting spoils will be containerized in 55-gallon drums, characterized by analytical testing, and properly disposed of. The closest intersection is m street se and 1st street se.

25 30th St Nw, Washington, Dc 20008
Three geotechnical borings will be drilled, b-1 through b-3, to feet. Drilling method: 2 1/4 inch hollow stem augers. No monitoring well will be installed. Drill cutting spoils will be containerized in 55 gallon drums, characterized by analytical testing, and removed from the site at the same time that demolition debris and cut soils are removed. Date of work: 9/23/13 - 3/30/14.

4327 Hawthorne St Nw, Washington, Dc 20016
Two geotechnical borings, b-1 and b-2, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite:1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is cathedral avenue and new mexico avenue nw.

3044 O St Nw, Washington, Dc 20007
Three geotechnical borings, b-1 through b-3, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite/1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is o street nw and 31st street nw.

415 M St Nw, Washington, Dc 20001
Two geotechnical borings, b-1 and b-2, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite:1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is m street nw and 4th street nw.

0 20th St Ne, Washington, Dc 20018
Twelve geotechnical borings, b-1 through b-8 and if-1 through if-4, will be drilled to depths ranging from 4 to feet or auger refusal. Drilling method is hollow stem auger and the anticipated diameter of borings 4" no monitoring wells will be installed. Boreholes will be tremie-grouted with 2-lb bentonite: 1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with cut soils and demolition debris during construction. Closest intersection is 20th street ne and franklin street.

12 New Jersey Ave Se, Washington, Dc 20590
Six geotechnical borings will be drilled, b-1, b-2, and b-3 to 15 feet, if-1, if-2, and if-3 to 8 feet. No monitoring wells will be installed. Potable water will be used for infiltration tests in if-1, if-2, and if-3. Wastes will be containerized in 55-gallon drums, characterized by analytical testing, and properly disposed of. Closest intersection 4th street se and water street se.

659 G St Ne, Washington, Dc 20002
Two geotechnical borings will be drilled, b-1 and b-2 to feet. No monitoring wells will be installed. Wastes will be tested, containerized in 55-gallon drums, and removed from the site at the same time that demolition debris and cut soils are removed during construction. Drilling method: 2 1/4 inch id hollow stem augers.

4327 Hawthorne St Nw, Washington, Dc 20016
Two geotechnical borings, b-1 and b-2, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite:1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is cathedral avenue and new mexico avenue nw.

25 30th St Nw, Washington, Dc 20008
Three geotechnical borings will be drilled, b-1 through b-3, to feet. Drilling method: 2 1/4 inch hollow stem augers. No monitoring well will be installed. Drill cutting spoils will be containerized in 55 gallon drums, characterized by analytical testing, and removed from the site at the same time that demolition debris and cut soils are removed. Date of work: 9/23/13 - 3/30/14.

3044 O St Nw, Washington, Dc 20007
Three geotechnical borings, b-1 through b-3, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite/1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is o street nw and 31st street nw.

12 1st St Se, Washington, Dc 20303
Sixteen geotechnical borings will be drilled, b-1 through b-8 to 15 feet, if-1 through if-8 to 8 feet. No monitoring wells will be installed. Potable water will be used for infiltration tests in if-1 through if-8. Drill cutting spoils will be containerized in 55-gallon drums, characterized by analytical testing, and properly disposed of. The closest intersection is m street se and 1st street se.

12 New Jersey Ave Se, Washington, Dc 20590
Six geotechnical borings will be drilled, b-1, b-2, and b-3 to 15 feet, if-1, if-2, and if-3 to 8 feet. No monitoring wells will be installed. Potable water will be used for infiltration tests in if-1, if-2, and if-3. Wastes will be containerized in 55-gallon drums, characterized by analytical testing, and properly disposed of. Closest intersection 4th street se and water street se.

659 G St Ne, Washington, Dc 20002
Two geotechnical borings will be drilled, b-1 and b-2 to feet. No monitoring wells will be installed. Wastes will be tested, containerized in 55-gallon drums, and removed from the site at the same time that demolition debris and cut soils are removed during construction. Drilling method: 2 1/4 inch id hollow stem augers.

415 M St Nw, Washington, Dc 20001
Two geotechnical borings, b-1 and b-2, will be drilled to 25 feet or auger refusal. No monitoring well will be installed. Boreholes will be tremie-grouted with 2-lb bentonite:1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with demolition debris and cut soils during construction. Closest intersection is m street nw and 4th street nw.

0 20th St Ne, Washington, Dc 20018
Twelve geotechnical borings, b-1 through b-8 and if-1 through if-4, will be drilled to depths ranging from 4 to feet or auger refusal. Drilling method is hollow stem auger and the anticipated diameter of borings 4" no monitoring wells will be installed. Boreholes will be tremie-grouted with 2-lb bentonite: 1-gallon water slurry upon completion. Waste will be containerized in 55-gallon drums, tested, and disposed of with cut soils and demolition debris during construction. Closest intersection is 20th street ne and franklin street.