SAMUEL CONNELLY

4 Rhode Island Avenue Ne Washington Dc
Abandon two (2) monitoring wells in the median of rhode island avenue ne east of 4th street ne. Well locations will be finished with concrete.

4 Rhode Island Avenue Ne Washington Dc
Excavation; monitoring well (single), excavation; monitoring well (each addl)

4 Rhode Island Avenue Ne Washington Dc
Excavation; monitoring well (single), excavation; monitoring well (each addl)

918 U Street Nw Washington Dc
Two (2) geotechnical soil borings will be drilled feet deep and 5 inches in diameter. The borings will be drilled using rotary drilling methods. Also, two (2) geotechnical test pits will be excavated to feet deep. All borings and test pits will be abandoned the same day of installation/excavation.

3707 New Hampshire Avenue Nw Washington Dc
Excavate two geotechnical borings to be drilled feet deep and 5 inches in diameter. The borings will be drilled using rotary drilling methods. The borings will be abandoned the same day of installation. Attached plan and conditions are part of this permit. All woprk shall be completed to dc standrads. Work hours are between 9: am to 3: pm monday through saturday.

16 New York Avenue Ne Washington Dc
Work type: test borings (not test pits) the subject site is located on the westbound sidewalk of new york avenue ne, in washington, dc between the intersections of 4th street ne and fairview avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be grouted using a bentonite slurry (two pounds bentonite powder to

401 New York Avenue Ne Washington Dc
Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute

401 New York Avenue Ne Washington Dc
Excavation; bar & test boring

401 New York Avenue Ne Washington Dc
Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute