KATHERINE FORDNEY

12 1399 Block Of Delaware Avenue Sw Washington Dc
Using hollow stem auger method, we will drill two 6 inch diameter geotechnical soil borings to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

16 1699 Block Of 2nd Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

8 899 Block Of New Jersey Avenue Nw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

4 499 Block Of New Jersey Avenue Nw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

2 299 Block Of 4th Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Nearest building to the borehole is the smithsonian national air and space museum. Trees and building structures are greater than feet from borehole location.

7 9 Block Of 4th Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

9 999 Block Of Delaware Avenue Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

6 699 Block Of New Jersey Avenue Nw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Sidewalks in the work zone area will be closed for a maximum of 2 hours.

1 199 Block Of 4th Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

3 349 Block Of I Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. The work zone is next to the sidewalk, but the sidewalk shall remain open at all times excluding the time it takes for the drilling equipment to cross the sidewalk.

4 499 Block Of New Jersey Avenue Nw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

7 9 Block Of 4th Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

15 Dupont Circle Nw Washington Dc
Using the hollow stem auger method, we will drill one, 6-inch diameter test borings to further evaluate the subsurface conditions in the proposed building are. The test boring will be drilled a depth of feet. If sand is encountered while drilling, outer casing will be used. A pvc pipe will be used for temporary ground water well monitoring.

9 999 Block Of Delaware Avenue Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

16 1699 Block Of 2nd Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

412 499 Block Of 4th Street Sw Washington Dc
Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.

12 1399 Block Of Delaware Avenue Sw Washington Dc
Using hollow stem auger method, we will drill two 6 inch diameter geotechnical soil borings to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement.