JOE SCRIBELLITO FREE STATE DRILLING INC

1201 13th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (ms-mw 03) located in 1333 m st se. The boring will be 6 inches in diameter and 2 feet bgs, with a screened interval from 135 to 195 feet bgs, drilled by mud rotary. Permanent steel casing will installed and be socketed feet into p/a and grouted before drilling into the ptx. Msds for drilling mud additives attached. See idw management plan and attached schematics for additional information. All drilling-generated waste will be drummed (solids & liquids). Only environmentally, or potentially environmental impacted soils will be analytically tested for disposal characterization. Sand bags will be placed around the borehole to prevent surface runoff from entering the hole.

1201 13th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (ms-mw 03) located in 1333 m st se. The boring will be 6 inches in diameter and 2 feet bgs, with a screened interval from 135 to 195 feet bgs, drilled by mud rotary. Permanent steel casing will installed and be socketed feet into p a and grouted before drilling into the ptx. Msds for drilling mud additives attached. See idw management plan and attached schematics for additional information. All drilling-generated waste will be drummed (solids & liquids). Only environmentally, or potentially environmental impacted soils will be analytically tested for disposal characterization. Sand bags will be placed around the borehole to prevent surface runoff from entering the hole.

1201 13th Street Nw Washington Dc
Excavation; monitoring well (single)

1333 M Street Se Washington Dc
Construction staging area

1201 13th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (ms-mw 03) located in 1333 m st se. The boring will be 6 inches in diameter and 2 feet bgs, with a screened interval from 135 to 195 feet bgs, drilled by mud rotary. Permanent steel casing will installed and be socketed feet into p a and grouted before drilling into the ptx. Msds for drilling mud additives attached. See idw management plan and attached schematics for additional information. All drilling-generated waste will be drummed (solids & liquids). Only environmentally, or potentially environmental impacted soils will be analytically tested for disposal characterization. Sand bags will be placed around the borehole to prevent surface runoff from entering the hole.

1333 M Street Se Washington Dc
Construction staging area

1201 13th Street Nw Washington Dc
Excavation; monitoring well (single)

1333 M Street Se Washington Dc
Dccr proposes to drill one geotechnical boring (ms-mw 03) located in 1333 m st se. The boring will be 6 inches in diameter and 2 feet bgs, with a screened interval from 135 to 195 feet bgs, drilled by mud rotary. Permanent steel casing will installed and be socketed feet into p/a and grouted before drilling into the ptx. Msds for drilling mud additives attached. See idw management plan and attached schematics for additional information. All drilling-generated waste will be drummed (solids & liquids). The well shall be covered and protected from surface water drainage and the vertical migration of contaminants and other materials through the well casing and well annulus.

1201 13th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (ms-mw 03) located in 1333 m st se. The boring will be 6 inches in diameter and 2 feet bgs, with a screened interval from 135 to 195 feet bgs, drilled by mud rotary. Permanent steel casing will installed and be socketed feet into p a and grouted before drilling into the ptx. Msds for drilling mud additives attached. See idw management plan and attached schematics for additional information. All drilling-generated waste will be drummed (solids & liquids). Only environmentally, or potentially environmental impacted soils will be analytically tested for disposal characterization. Sand bags will be placed around the borehole to prevent surface runoff from entering the hole.

1333 M Street Se Washington Dc
Dccr proposes to drill two geotechnical borings, ms-mw-04d & ms-mw-04s, located at 1333 m st se. Both borings will be 6 inches in diameter, 04d will be 36 feet deep with a foot screened interval starting at 25 feet deep and 04s will be 23 feet deep with a foot screened interval, starting at 13 feet deep. Both will be drilled with hollow stem auger. No permanent casing will be installed. See idw management and attached schematic for additional information. All drill-generated waste will be drummed, solids & liquids. The well shall be covered and protected from surface water drainage and the vertical migration of contaminants and other materials through the well casing and well annulus.