E2CR INC

7 Rhode Island Avenue Ne Washington Dc
Dccr proposes to drill 2 geotechnical borings (nebgi-01, and nebgi-02) located at 7 rhode island ave ne. The borings will be 6 inches in diameter and drilled by hollow-stem auger. A monitoring well will be installed each boring. See idw management plan and attached schematics for additional information. Temporary surface casing will be used. The boring will not extend into the ptx. All drilling generated waste will be drummed (solids and liquids). Refer to the edr and gdr for division j - northeast boundary tunnel for environmental and geologic information. 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 annulus.

1241 W Street Ne Washington Dc
Dccr proposes to drill two geotechnical borings (nebbc- and nebbc-64 located at 1241 w street ne. The borings will be 6 inches in diameter and drilled by hollow-stem auger. Nebbc- will be feet bgs and nebbc-64 will be 1 feet bgs. Permanent casing will be socketed feet into the p/a formation and grouted before continued drilling. The nebbc- boring will not extend into the ptx. See idw management plan and attached schematics for additional information. All drilling generated waste will be drummed (solids and liquids). Refer to the division j edr and ebr for environmental and geotechnical information. 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.

27 Ohio Drive Nw Washington Dc
Dccr proposes to drill one geotechnical boring (prc-15) located in the green space north of 27 ohio drive nw between the i-66 on-ramps southeast of the kennedy center. The boring will be 6 inches in diameter and feet bgs, drilled by mud rotary methods. Permanent casing will be installed to top of rock and grouted before continued drilling. A monitoring well will be installed in boring prc-15. See idw management plan and attached schematics for additional information. All drilling generated waste will be drummed (solids and 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. The well shall be developed prior to monitoring for water levels. The work will take up to two weeks to complete and will require 24/7 occupancy of the work area as well as extended worked time of 7am-7pm. The work area will not impact pedestrian walkways, parking meters or trees.

33 O Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-31) located in the east parking lane of 33rd st nw, southeast of the listed property (33 o st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. The work will take up to 1 week to complete and will require 24/7 occupancy of the work area as well as extended work hours of 7am-7pm. The work will not impact pedestrian walkways or parking meters.

1417 34th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-46) located in the east parking lane of 34th street nw, at 1417 34th street nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. The work will take up to 1 week to complete and will require 24/7 occupancy of the work area as well as extended work hours of 7am-7pm. The work will not impact pedestrian walkways or parking meters.

102 Irving Street Nw Washington Dc
Dccr proposes one geotechnical boring, ssc-03, located on the north side of irving street nw, 53 feet west of 1st st nw. The boring will be 6 inches diameter and feet deep. The work will require the full work time of 7am to 7pm. The work will not affect pedestrians, parking meters or trees.

2312 4th Street Ne Washington Dc
Dccr project proposes top drill 1 geotechnical boring, nebbc-28, located in the southbound parking lane of 4th st. Ne 38 feet north of rhode island ave ne. The boring will be 6 inches diameter and 169 feet deep. A monitoring well will be installed upon boring completeion and will remainin place for up to 5 years. The work area will be approximately 43 feet x 19 feet in the parking lane of 4th st. Ne, surrounded by construction fence, and will impact approximately 4 feet of the sidewalk. However, 7 feet of sidewalk width will remain open for pedestrian to safely pass the work zone. The work will not impact parking meters or trees. 24 7 occupancy and full work time from 7am to 1pm will be required. The boring will take approximately 2 weeks to complete.

315 W Street Ne Washington Dc
Dccr projects proposes to drill one geotechnical boring, nebbc-30, at 315 w st. Ne in the westbound parking lane; feet from rhode island ave ne. The boring will be 6 inches diameter and 177 feet deep. A monitoring well will be installed upon boring completion and will remain for up to 5 years. The work area will not impact the sidewalk, parking meters or trees. The work will require 24 7 occupancy of the work are and the full work time of 7am to 7pm.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-27) for the purpose of utility location in the parking lane of 5th st. Nw, 1 feet south of rhode island ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-28) for the purpose of utility location in the parking lane of 5th st. Nw, 75 feet north of w st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (aie knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees. This work will not occur at the same time at permit 84069.

306 Rhode Island Avenue Nw Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-37) at 306 rhode island ave nw. Surface casing anticipated to be left in place. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed appropriately. Refer to attached mw installation schematic

11th Street Bridge Washington Dc
Two (2) geotechnical borings that are 6-8 inches in diameter and approximately 1 feet deep. One boring (ars-09) is located in the grassed area b w the northbound and southbound lanes of the 11th street bridge, just to the north of anacostia freeway. The other boring (arc-08) is located in a grassed area, west of the southbound lanes of the 11th street bridge, just to the north of the anacostia freeway.

Tingey Street Se And New Jersey Avenue Se Washington Dc
Three (3) geotechnical borings that are approximately 75 feet deep and 8 inches in diameter, located in the middle of tingey street between new jersey avenue se and 4th street se (south of lot 0809, square 0770).

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
One (1) geotechnical boring that is approximately 8 inches in diamter and approximately 1 feet deep. The borign is located in a grassed area to the north of the westbound lanes of suitland parkway se, next to its underpass of anacostia freeway (south of lot 0089, square 5861). Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

1201 M Street Se Washington Dc
1st - extension of permit number pa 56572; one (1) geotechnical boring located on the westbound lane of m street se, just east of its intersection with 12th street se. The boring will be approximately 8 inches in diameter and feet deep. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
1st - extension of permit number pa 56673; one (1) geotechnical boring that is 8 inches in diameter and approximately 1 feet deep. The boring is located on the shoulder along howard road se, next to its intersection with the exit ramp from anacostia freeway se. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date

11th Street Bridge Washington Dc
Two (2) geotechnical borings that are 8 inches in diameter and approximately 2 feet deep. The borings are located on the shoulder of i-295 southbound at the 11th street bridge. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date.

M Street Se Under Pennsylvania Avenue Se Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; four (4) geotechnical borings that are approximately 8 inches in diameter and approximately 1 feet deep. Cs18c-05 is in a grassed area to the north of the westbound lanes of southeast freeway; cs18c-06 and cs18c-07 are in the eastbound lanes of southeast freeway; and cs18c-08 is in a grassed area just north of m street se; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050

Tingey Street Se And New Jersey Avenue Se Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; two (2) geotechnical borings that are approximately 8 inches in diameter and approximately 54 feet deep (tsc-02) and feet deep (tsc-04). The borings are located on the curb on the south side of tingey street se between new jersey avenue se and 4th street se; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050

M Street Se Under Pennsylvania Avenue Se Washington Dc
Excavate two (2) geotechnical borings that are approximately 8 inches in diameter and approximately 1 feet deep. The borings are located to the south of m street se, east of where it intersects pennsylvania avenue. One boring (arc-12) is located in an unpaved parking area and one boring (arc-13) is located on a paved parking area; both are located south of lot 0801, square 1080e. Attached plans and conditions are part of this permit. A separate permit will be required if steel plates are utilized. Hours permitted to work are between 9: am to 3: pm monday thru friday.

M Street Se And Water Street Se Washington Dc
One (1) geotechnical boring that is approximately 8 inches in diameter and approximately 1 feet deep. The boring is located to the south of m street se, east of where it intersects with pennsylvania ave. The boring is located in an unpaved parking area south of lot 0801, square 1080e.

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; one (1) geotechnical boring identified as arc-21 that is approximately 8 inches in diameter and approximately 1 feet deep. A monitoring well or vibrating piezometer may be installed in the boring; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050

South Capitol Street And Suitland Parkway Se Washington Dc
Excavate three (3) geotechnical borings that are approximately 8 inches in diameter and approximately feet deep. The borings are located in grassed areas near the intersection of suitland parkway and s. Capitol street se (lots 0921 and 0951; squares 5861 and 5862). Attached plans and conditions are part of this permit. Hours permitted to work are between 9: am to 3: pm monday thru friday.

South Capitol Street And Suitland Parkway Se Washington Dc
Four (4) geotechnical borings that are approximately 8 inches in diameter and range from approximately to 95 feet in depth. All borings are located in grassed areas near the intersection of suitland parkway and s. Capitol street se (lots 0921 & 0944, square 5861).

South Capitol Street And Suitland Parkway Se Washington Dc
Refer to occupancy permit for permitted hours of work; traffic control plan (tcp) expiration date same as public space permit expiration date; three (3) geotechnical borings that approximately 8 inches in diameter and approximately feet deep. The borings are located nw of lot 0285, nw of square 5865 along anacostia freeway se and barry road se; attached plans and conditions are part of this permit; please read conditions.

1901 Capitol Avenue Ne Washington Dc
Dccr project proposes to perform a (mor-cpt 02) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur in the intersection of mt olivet rd and west virginia ave ne. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day

3261 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-45) located in the westbound parking lane of prospect st nw, south of the listed property (3261 prospect st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and atta

32 N Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-42) located in the south parking lane north of 32 n st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work w

1025 Connecticut Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-11) located in the west parking lane east of 1648 35th st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The wor

1924 35th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-14a) located in the northbound parking lane of 35th street nw, east of the listed property (1524 35th st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attache

321 Florida Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (nebbc-78) located adjacent to 321 florida avenue nw. The boring will be 8 inches diameter and 1 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer will be installed at 1 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. The work will take up to 1 week to complete and require modified work hours of 8pm-5am. The work zone will be removed and steel plates installed by 5am each morning. Work will occur monday through saturday. A dcra after-hours permit will be obtained. The work will not impact pedestrian walkways, trees, or parking meters. The well shall be covered and protected from surface water drainage to prevent the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached sche

4 Rhode Island Avenue Ne Washington Dc
Dccr proposes to drill on geotechnical boring (nebbc-81) located at 4 rhode island avenue nw. The boring will be 8 inches diameter and 65 feet bgs, drilled by mud rotary methods. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the boring is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

4 Rhode Island Avenue Ne Washington Dc
This permit was previously approved under permit number 180146. The boring had to be relocated 5 feet due to utility conflicts requiring a new tcp. Dccr proposes to drill one geotechnical boring (nebbc-72a) located at 4 rhode island avenue ne. The work will take up to 1 week to complete and require modified work hours of 8pm-5am. The work zone will be removed and steel plates installed by the 5am each morning. Work will occur friday through friday and include sunday hours. A dcra after-hours permit will be obtained. The work will not impact pedestrian walkways, trees or parking meters. The boring will be 8 inches in diameter and 1 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer will be installed at 76 feet bgs and 108 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. The well will be protected from surface water drainage, and the vertical migration of contaminants and other materials through the wel

25 1st Street Nw Washington Dc
Construction staging area

25 1st Street Nw Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

1101 Howard Road Se Washington Dc
Other reserved parking

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Other reserved parking

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

2901 North Capitol Street Ne Washington Dc
Construction staging area

11th Street Bridge Washington Dc
Construction staging area

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Construction staging area

1801 Capitol Avenue Ne Washington Dc
Construction staging area

1101 Howard Road Se Washington Dc
Construction staging area

11th Street Bridge Washington Dc
Other reserved parking

M Street Se And Water Street Se Washington Dc
Excavation; boring test pit (single)

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Excavation; boring test pit (single)

1901 Capitol Avenue Ne Washington Dc
Excavation; boring test pit (single)

Comfort Station 17th And Water Street Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; one (1) geotechnical boring identified as arc-25 that is approximately 8 inches in diameter and approximately 1 feet deep. See attached site plan and tcp for specific location. A monitoring well or vibrating piezometer may be installed in the boring; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050.

Tingey Street Se And New Jersey Avenue Se Washington Dc
Excavation; boring test pit (single), excavation; boring test pit (each addl)

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Two (2) geotechnical borings that are located along water street se between m street se and the anacostia river. Borings will be approximately 8 inches in diameter and approximately 1 feet deep. One boring (ars-17) is located in a grassed area in lot 0801, square 1067s. One boring (arc-11) is located in a parking lot to the south of lot 0802, square 1048s."per mr. Helmer umana traffic engineer,no tcps required for this job"

11th Street Bridge Washington Dc
Construction staging area

2 M Street Se Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

1201 M Street Se Washington Dc
Construction staging area

2 M Street Se Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

Washington Navy Yard Tingey House Washington Dc
Construction staging area

1201 M Street Se Washington Dc
Other reserved parking

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

Tingey Plaza Washington Dc
Construction staging area

John Philip Sousa Bridge Washington Dc
Construction staging area

John Philip Sousa Bridge Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

1 145 Block Of V Street Nw Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Construction staging area

Comfort Station 17th And Water Street Washington Dc
Construction staging area

10 M Street Nw Washington Dc
Construction staging area

11th Street Bridge Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

1924 35th Street Nw Washington Dc
Excavation; monitoring well (single)

3261 Prospect Street Nw Washington Dc
Excavation; monitoring well (single)

32 N Street Nw Washington Dc
Excavation; monitoring well (single)

1025 Connecticut Avenue Nw Washington Dc
Excavation; monitoring well (single)

11th Street Bridge Washington Dc
Excavation; boring test pit (single), excavation; boring test pit (each addl)

306 Rhode Island Avenue Nw Washington Dc
Excavation; monitoring well (single)

509 Rhode Island Avenue Nw Washington Dc
Excavation; boring test pit (single)

102 Irving Street Nw Washington Dc
Excavation; boring test pit (single)

102 Irving Street Nw Washington Dc
Dccr proposes one geotechnical boring, ssc-03, located on the north side of irving street nw, 53 feet west of 1st st nw. The boring will be 6 inches diameter and feet deep. The work will require the full work time of 7am to 7pm. The work will not affect pedestrians, parking meters or trees.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-27) for the purpose of utility location in the parking lane of 5th st. Nw, 1 feet south of rhode island ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-28) for the purpose of utility location in the parking lane of 5th st. Nw, 75 feet north of w st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (aie knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees. This work will not occur at the same time at permit 84069.

306 Rhode Island Avenue Nw Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-37) at 306 rhode island ave nw. Surface casing anticipated to be left in place. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed appropriately. Refer to attached mw installation schematic

1901 Capitol Avenue Ne Washington Dc
Dccr project proposes to perform a (mor-cpt 02) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur in the intersection of mt olivet rd and west virginia ave ne. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day

3261 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-45) located in the westbound parking lane of prospect st nw, south of the listed property (3261 prospect st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and atta

32 N Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-42) located in the south parking lane north of 32 n st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work w

1025 Connecticut Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-11) located in the west parking lane east of 1648 35th st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The wor

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
1st- extension of permit number pa59663:(59663r1=64967); refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; one (1) geotechnical boring identified as arc-21 that is approximately 8 inches in diameter and approximately 1 feet deep. A monitoring well or vibrating piezometer may be installed in the boring; attached plans and conditions are part of this permit

102 Irving Street Nw Washington Dc
Excavation; boring test pit (single)

509 Rhode Island Avenue Nw Washington Dc
Excavation; boring test pit (single)

306 Rhode Island Avenue Nw Washington Dc
Excavation; monitoring well (single)

11th Street Bridge Washington Dc
Excavation; boring test pit (single), excavation; boring test pit (each addl)

Southeast Freeway Washington Dc
Four geotechnical borings that are 6-8 inches in diameter & 90-1 feet deep located along southeast freeway just west of its interchange with pennsylvania ave se (three are north of lot 0801 square 1080-e attache dplans and conditions are part of this permit

M Street Se Under Pennsylvania Avenue Se Washington Dc
One (1) geotechnical boring that is 8 inches in diameter and approximately 1 feet deep; located south of m street se and to the east of the intersection b w m street se and water street se.

South Capitol Street And Defense Boulevard Sw Washington Dc
One (1) geotechnical boring that is approximately 8 inches in diameter and 2 feet deep. The boring will be located in an access roadway ramp that is located between the northbound and southbound lanes of s. Capitol st. Se, just north of its intersection with defense blvd.

Tingey Street Se And New Jersey Avenue Se Washington Dc
Excavation; boring test pit (single), excavation; boring test pit (each addl)

1201 M Street Se Washington Dc
One (1) geotechnical boring located on the westbound lane of m street se, just east of its intersection with 12th street se. The boring will be approximately 8 inches in diameter and feet deep. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

11th Street Bridge Washington Dc
Two (2) geotechnical borings that are 8 inches in diameter and approximately 2 feet deep. The borings are located on the shoulder of i-295 southbound at the 11th street bridge. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date.

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
One (1) geotechnical boring that is 8 inches in diameter and approximately 1 feet deep. The boring is located on the shoulder along howard road se, next to its intersection with the exit ramp from anacostia freeway se. Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Two (2) geotechnical borings that are located along water street se between m street se and the anacostia river. Borings will be approximately 8 inches in diameter and approximately 1 feet deep. One boring (ars-17) is located in a grassed area in lot 0801, square 1067s. One boring (arc-11) is located in a parking lot to the south of lot 0802, square 1048s."per mr. Helmer umana traffic engineer,no tcps required for this job"

M Street Se Under Pennsylvania Avenue Se Washington Dc
Two (2) geotechnical borings that are approximately 8 inches in diameter and approximately 1 feet deep. The borings are located to the south of m street se, east of where it intersects pennsylvania avenue. One boring (arc-12) is located in an unpaved parking area and one boring (arc-13) is located on a paved parking area; both are located south of lot 0801, square 1080e.

Tingey Street Se And New Jersey Avenue Se Washington Dc
Three (3) geotechnical borings that are approximately 8 inches in diameter and range from approximately to 75 feet deep. The borings are located on tingey street se, between new jersey avenue se and 4th street se (south of lots 0803 & 0804, square 0770). Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

Tingey Street Se And 4th Street Se Washington Dc
One (1) geotechnical boring that is approximately 8 inches in diameter and approximately feet deep. The boring is located on tingey street se, between new jersey ave se and 4th street se (south of lot 0040, square 0770). Attached plans and conditions are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work .

M Street Se And 11th Street Se Washington Dc
Three (3) geotechnical borings that are approximately 8 inches in diameter and approximately feet deep. The borings are located on m street se, between 8th street se and 11th street se. Attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

South Capitol Street And Suitland Parkway Se Washington Dc
One (1) geotechnical boring that is approximately 3 feet deep and 8 inches in diameter. The boring is located in a grassy area to the east of the northbound lanes of s. Capitol st. Se, to the south of its intersection with suitland parkway (lot 0921, square 5861). Attached plans and condition are part of this permit; traffic control plan (tcp) expiration date same as public space permit expiration date; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050;

11th Street Bridge Washington Dc
One (1) geotechnical boring that is 8 inches in diameter and approximately 2 feet deep. The boring is located on the shoulder of i-295 southbound at the 11th street bridge; attached plaans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050; must apply and obtain occupancy permit before start of work.

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Excavation; boring test pit (single)

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; two (2) geotechnial borings, identified as arc-18 and arc-19, that are approximately 8 inches in diameter and approximately 155 feet deep and 1 feet deep, respectively. The borings are located in the grass on the north side of the parking garage entrance road at the anacostia metro station. Both are located in lot 0817, square 5788; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050

11th Street Bridge Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration dayte same as public space permit expiration date; one (1) geotechnial boring that is 8-inches in diameter and approximately 2 feet deep. The boring is located on the shoulder of i-295 southbound at the 11th street bridge; attached plans and conditions are part of this permit.

South Capitol Street And Suitland Parkway Se Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit; four (4) geotechnical borings that are approximately 8-inches in diameter and approximately 65 feet deep. The borings are located in grassy areas near the intersection of s. Capitol street se and suitland parkway se in lots 0921and 0942, square 5861; attached plans and conditions are part of this permit.

M Street Se And Water Street Se Washington Dc
Excavation; boring test pit (single)

John Philip Sousa Bridge Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; five geotechnical borings that are approximately 8 inches in diameter and approximately 2 feet deep; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050.

M Street Se Under Pennsylvania Avenue Se Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; two (2) geotechnical borings identified as arc-22 and arc-23 that are approximately 8 inches in diameter and approximately 1 feet deep; a monitoring well or vibrating piezometer may be installed in the borings; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050

Comfort Station 17th And Water Street Washington Dc
Refer to approved traffic control plan (tcp) for permitted hours of work; tcp expiration date same as public space permit expiration date; one (1) geotechnical boring identified as arc-25 that is approximately 8 inches in diameter and approximately 1 feet deep. See attached site plan and tcp for specific location. A monitoring well or vibrating piezometer may be installed in the boring; attached plans and conditions are part of this permit; must contact system inspection oversight division (siod) before start of work and before permanent restoration of public space at 202-645-7050.

John Philip Sousa Bridge Washington Dc
One (1) geotechnical boring that is approximately 8 inches in diameter and approximately 1 feet deep. The boring is located in a grassed area next to m street se (east of lot 0801; east of square 1080s).

1901 Capitol Avenue Ne Washington Dc
Excavation; boring test pit (single)

3261 Prospect Street Nw Washington Dc
Excavation; monitoring well (single)

32 N Street Nw Washington Dc
Excavation; monitoring well (single)

1025 Connecticut Avenue Nw Washington Dc
Excavation; monitoring well (single)

33 O Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-31) located in the east parking lane of 33rd st nw, southeast of the listed property (33 o st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. The work will take up to 1 week to complete and will require 24 7 occupancy of the work area as well as extended work hours of 7am-7pm. The work will not impact pedestrian walkways or parking meters.

1417 34th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-46) located in the east parking lane of 34th street nw, at 1417 34th street nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. The work will take up to 1 week to complete and will require 24 7 occupancy of the work area as well as extended work hours of 7am-7pm. The work will not impact pedestrian walkways or parking meters.

2445 Tunlaw Road Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-01) located in the alley east of tunlaw road (2445 tunlaw road nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information.

2252 Hall Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-02) located in the alley north of hall place nw (2252 hall pl. Nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information.

2037 37th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-03) located in the alley east of 37th street (2037 37th street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. T

1917 38th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-04) located in the alley south of the address point on 38th street (1917 38th st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additi

3823 S Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-05) located in the alley north of s street (3823 s street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The wo

3627 T Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-06) located in the alley north of t street (3627 t st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work w

1919 35th Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-07) located in the alley to the east the listed property (1919 35th place nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional in

3615 S Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-08) located in the alley to the north of the listed property (3615 s street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional

3517 R Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-09) located in the alley to the north of the listed property (3517 r street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional

3715 Reservoir Road Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra1gi-10) located in the alley to the north of the listed property (3715 reservoir rd. Nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additi

1924 35th Street Nw Washington Dc
Excavation; monitoring well (single)

1524 35th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-14a) located in the northbound parking lane of 35th street nw, east of the listed property (1524 35th st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attache

1301 36th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-72) located on the eastbound side of n street nw in between 36th street nw and 35th street nw (1301 36th street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and

3262 N Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-74) located on the eastbound side of n street nw in between 33th street nw and potomac street nw (3262 n street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and

3247 Q Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-76) located on the westbound side of q street nw in between 33th street nw and wisconsin avenue nw (3247 q street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan a

3327 Dent Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-77) located in the corner of the unnamed alley north of dent place nw and west of 33rd street nw (3327 dent place nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan a

1556 34th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-78) located at the "t" of the unnamed alley off of 34th street nw between q street nw and volta place nw (34th street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management pl

13 1399 Block Of 37th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-71) located on the northbound side of 37th street nw in between n street nw and o street nw (13 37th street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and att

1209 34th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-73) located on the southbound side of 34th street nw in between m street nw and prospect street nw (1209 34th street nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management pla

1365 Wisconsin Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pra2gi-75) located on the eastbound side of p street nw in between wisconsin avenue nw and 32nd street nw (1365 wisconsin avenue nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw managemen

84 Rhode Island Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (nebbc-75) located in the green space at the south eastern corner of the intersection between rhode island avenue and 1st street nw. The boring will be 8 inches diameter and 1 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer will be installed at 75 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

321 Florida Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (nebbc-77) located adjacent to 321 florida avenue nw. The boring will take up to 1 week to complete and will require 24 7 occupancy of the work area. The work area will not impact sidewalks, trees or parking meters. The boring will be 8 inches diameter and 55 feet bgs, drilled by mud rotary methods. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. The boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

1236 Mount Olivet Road Ne Washington Dc
Dccr proposes to drill one geotechnical boring (nebbc-79) located at 1236 mount olivet road ne. The boring will be 8 inches diameter and 145 feet bgs, drilled by mud rotary methods. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. The boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

4 Rhode Island Avenue Ne Washington Dc
Dccr proposes to drill two geotechnical boring (nebbc-72 and nebbc-73) located at 4 rhode island avenue nw. The boring will be 8 inches diameter and 1 feet bgs and 1 bgs, drilled by mud rotary methods. Vibrating wire piezometers will be installed at 76 feet bgs and 108 feet bgs at both nebbc-72 and nebbc-73. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

1901 1st Street Nw Washington Dc
Dccr proposes to drill two geotechnical boring (nebbc-74 and nebbc-76) located at corner of t street nw and rhode island avenue nw. The boring will be 8 inches diameter and 1 feet bgs and 1 bgs, drilled by mud rotary methods. Vibrating wire piezometers will be installed at 65 feet and 145 feet bgs for nebbc-74 and at 62 feet bgs for nebbc-76. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

322 Florida Avenue Nw Washington Dc
Dccr proposes to drill one geotechnical boring (nebbc-82) located adjacent to 322 florida avenue nw. The boring will be 8 inches diameter and feet bgs, drilled by mud rotary methods. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. The work will take up to 1 week to complete and require modified work hours of 8pm-5am. The work zone will be removed and steel plates installed by 5am each morning. Work will occur monday through saturday. A dcra after-hours permit will be obtained. The work will not impact pedestrian walkways, trees or parking meters. The well shall be covered and protected from surface water drainage, to prevent the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed. The boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematic

601 R Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring(nebbc-83) located at 601 r street nw. The boring will be 8 inches diameter and 95 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer installed at 85 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.

1 141 Block Of Adams Street Nw Washington Dc
Dccr proposes to drill three geotechnical borings located in the vicinity of 122 adams street nw, between flagler place nw and 1st street nw. The borings will be 8 inches in diameter and 125 feet deep, and drilled using a sonic, hollow stem auger, or mud rotary methods. The boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information. The work will take up to three weeks to complete and require the full work hours of 7am-7pm. The work will not impact pedestrian walkways, trees or parking meters. The work will require 24 7 occupancy of the work area.

25 1st Street Nw Washington Dc
Construction staging area

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Construction staging area

Comfort Station 17th And Water Street Washington Dc
Construction staging area

Anacostia Marinia Comfort Station 19th And Water Street Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

Anacostia North Corner Of Howard Road And I 295 Se Metro Station Entrance Washington Dc
Construction staging area

1 Adams Street Nw Washington Dc
Drill one geotechnical boring, nebbc-49, located in the westbound parking lane of adams st nw, feet west of the flagler pl. & adams st. Nw intersection. The boring will be 6 inches in diameter and approximately155 feet deep. A monitoring well will be installed upon completion. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. A full work time between 7am and 7pm is also required. The temporary monitoring well will remain for up to 5 years.

25 1st Street Nw Washington Dc
Dccrp proposes to drill 1 geotechnical boring identified as nebbc-54 located in the northbound parking lane of 1st street nw 7 feet from the intersection of 1st street nw and channing street nw. The boring will be 6 inches diameter and 211 feet deep. A monitoring well will also be installed. The work will take up to two weeks to complete and will require full work time between 7am and 7pm.

2901 North Capitol Street Ne Washington Dc
Dccrp proposes to drill 1 geotechnical boring identified as nebbc-55 located in thewestbound lane of girard st. Ne, 7 feet east of the north capitol st. N intersection. The boring will be 6 inches diameter and feet deep. Instrumentation or monitoring wells will not be installed. The work will take up to two weeks to complete and will require the full work time between 7: am and 7: pm.

1703 6th Street Nw Washington Dc
Propose 1 geotechnical boring and monitoring well, nebbc-43, located in median of 6th st. Nw and r st. Nw intersection. The boring will be 6 inches diameter and approximately 137 feet deep. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. A full work time between 7am and 7pm is also required. The monitoring well will remain for up to 5 years. The work will not impact the parking meters or trees.

1703 6th Street Nw Washington Dc
Propose one geotechnical boring (nebbc-44) located in the median of r street nw and rhode island ave nw. The boring will be 6 inches diameter and 137 feet deep. A vibrating wire piezometer will be installed upon boring completion and will remain for up to 5 years. The work will take approximately 2 weeks to complete and will require 24 7 occupancy and full work time between 7a and 7pm. The work area will not impact parking meters or trees but will require a sidewalk closure and detour.

45 Rhode Island Avenue Ne Washington Dc
Drill 1 geotechnical boring with a vibrating wire piezometer, nebbc-33, located in the far right eastbound lane of rhode island ave ne, 97 feet east of u st. Ne. The boring will be 6 inches diameter and approximately 194 feet deep. The work time will be approximately 2 weeks and require 24 7 occupancy of the work area. The vibrating wire piezometer will remain for up to 5 years. Sidewalks, parking meters and trees will not be impacted.

17 New Jersey Avenue Nw Washington Dc
Propose 1 geotechnical boring and monitoring well, nebbc-40, located in public space adjacent to 17 new jersey ave, nw. The boring will be 6 inches diameter and approximately 144 feet deep. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. A full work time between 7am and 7pm is also required. The monitoring well will remain for up to 5 years. The work will not impact the sidewalk, parking meters or trees.

Rhode Island Avenue Nw Washington Dc
Propose 1 geotechnical boring with a vibrating wire piezometer, nebbc-35, located in the far right eastbound lane of rhode island ave nw, 1 feet east of 1st st. Nw. The boring will be 6 inches diameter and approximately 1 feet deep. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. A full work time between 7am and 7pm is also required. The vibrating wire piezometer will remain for up to 5 years.

141 T Street Nw Washington Dc
Propose 1 geotechnical boring with a temporary monitoring well, nebbc-36, located in the eastbound parking lane of t street nw, 3 feet east of 2nd st. Nw. The boring will be 6 inches diameter and approximately 143 feet deep. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. A full work time between 7am and 7pm is also required. The monitorig well will remain for up to 5 years.

20 Fenwick Street Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-10, located in the southbound parking lane of fenwick st. Ne, 25 feet south of new york ave. Ne. The boring will be 6 inches diameter and 1 feet deep. A monitoring well will be installed upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact pedestrian walkways, parking meters or trees.

1901 1st Street Nw Washington Dc
Drill one geotechnical boring identified as nebbc-50, which is located on a paved area between the pedestrian sidewalk and an enclosed parking lot. The work zone will not infringe on the sidewalk. The boring will be 6 inches in diameter and approximately 135 feet deep. A temporary groundwater monitoring well will be installed. The work time will be approximately 2 weeks and the work will require 24 7 occupancy of the work area. We request to work full time between 7am and 7pm. The temporary monitoring well will remain for up to 5 years.

1401 Okie Street Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-9, located on westbound okie street ne, at1401 okie street ne, 1 feet east of fenwick st. Ne. The boring will be 6 inches diameter and 183 feet deep. A vibrating wire piezometer will be installed upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact pedestrian walkways, parking meters or trees.

809 Channing Place Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-17, located in the southbound parking lane of reed street ne, east of 809 channing pl. Ne, 67 feet south of channing pl. Ne. The boring will be 6 inches diameter and 187 feet deep. A monitoring well will be installed upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact pedestrian walkways, parking meters or trees.

417 W Street Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-25, located in public space adjacent to westbound w st. Ne, 67 feet west of 5th st. Ne. The boring will be 6 inches diameter and 1 feet deep. A vibrating wire piezometer will be installed upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact parking meters or trees, however a sidewalk closure and detour will be required.

165 V Street Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-32, located in the westbound parking lane of v st. Ne, 185 feet west of 2nd st. Ne. The boring will be 6 inches diameter and 2 feet deep. A monitoring well will be installed upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact parking meters, sidewalks or trees.

104 Irving Street Nw Washington Dc
Dccr proposes two geotechnical borings, ssc-01 and ssc-02, located on the north side of kenyon street nw and irving street nw, 12 feet from the edge of roadway. The borings will be 6 inches diameter and feet deep. The work will require the full work time of 7am to 7pm. The work will not affect pedestrians, parking meters or trees.

102 Irving Street Nw Washington Dc
Dccr proposes one geotechnical boring, ssc-03, located on the north side of irving street nw, 53 feet west of 1st st nw. The boring will be 6 inches diameter and feet deep. The work will require the full work time of 7am to 7pm. The work will not affect pedestrians, parking meters or trees.

1708 5th Street Nw Washington Dc
Dccr projects proposes to drill one geotechnical boring, nebbc-41, located in the southbound parking lane of 5th st. Nw 44 feet south of rhode island ave nw. The boring will be 6 inches diameter and 135 feet deep. A vibrating wire peizometer will be installed upon boring completion and will remain for up to 5 years. The boring will take up to two weeks to complete and will require 24 7 occupancy of the work space and extended work times of 7am to 7pm. The work will not impact pedestrian passage of the sidewalk. Trees or parking meters will not be impacted by the work.

22 13th Street Ne Washington Dc
Dccr project proposes to drill 1 geotechnical boring, nebbc-12, located east of 22 13th st. Ne in the grass median adjacent to the downing st w st ne intersection. The boring will be 6 inches diameter and 195 feet deep. A monitoring well will be install upon boring completion. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm. The work area will not impact pedestrian walkways, parking meters or trees.

2271 13th Street Ne Washington Dc
Dccr project proposes 1 geotechnical boring, nebbc-13, located in the northbound parking lane of 13th street ne 171 feet from brentwood road ne. The boring will be 6 inches diameter and 214 feet deep. A vibrating wire piezometer will be installed upon boring completion and will remain for up to 5 years. The fully fenced work area will not impact pedestrian walkways, parking meters or trees. The work will take approximately 2 weeks and will require 24 7 occupancy of the work area and extended work time of 7am to 7pm.

2312 4th Street Ne Washington Dc
Dccr project proposes top drill 1 geotechnical boring, nebbc-28, located in the southbound parking lane of 4th st. Ne 38 feet north of rhode island ave ne. The boring will be 6 inches diameter and 169 feet deep. A monitoring well will be installed upon boring completeion and will remainin place for up to 5 years. The work area will be approximately 43 feet x 19 feet in the parking lane of 4th st. Ne, surrounded by construction fence, and will impact approximately 4 feet of the sidewalk. However, 7 feet of sidewalk width will remain open for pedestrian to safely pass the work zone. The work will not impact parking meters or trees. 24 7 occupancy and full work time from 7am to 1pm will be required. The boring will take approximately 2 weeks to complete.

315 W Street Ne Washington Dc
Dccr projects proposes to drill one geotechnical boring, nebbc-30, at 315 w st. Ne in the westbound parking lane; feet from rhode island ave ne. The boring will be 6 inches diameter and 177 feet deep. A monitoring well will be installed upon boring completion and will remain for up to 5 years. The work area will not impact the sidewalk, parking meters or trees. The work will require 24 7 occupancy of the work are and the full work time of 7am to 7pm.

2 S Street Nw Washington Dc
Dccr project proposes 1 geotechnical boring, nebbc-38, located in the eastbound parking lane of s st. Nw 1 feet east of 3rd st. Nw. The boring will be 6 inches diameter and 146 feet deep. A monitoring well will be installed upon boring completion and will remain for up to 5 years. The work will take up to 2 weeks to complete and will require 24 7 occupancy of the work area. Full work time of 7am-7pm will also be required. The work area will not encroach or impact sidewalks, parking meters or trees.

1001 Bryant Street Ne Washington Dc
Dccr project proposes 1 geotechnical boring, nebbc-15, located in the westbound parking lane of bryant street ne 105 feet east of rhode island ave. The boring will be 6 inches diameter and 2 feet deep. A vibrating wire piezometer will be installed upon boring completeion and will remain for up to 5 years. The fully fenced work area will not encroach onto the pedestrian sidewalk and will not impact trees or parking meters. The work will take approximately 2 weeks to complete and will require 24 7 occupancy of the work area as well as extended work time 7am to 7pm.

9 U Street Nw Washington Dc
Dccr project proposes 1 geotechnical boring, nebbc-34, located in the westbound parking lane of u street nw 94 feet west of north capitol st nw. The boring will be 6 inches diameter and 174 feet deep. A monitoring well will be installed upon boring completion and will remain for up to 5 years. The drilling will take approximately 2 weeks to complete. The work zone will not encroach on the pedestrian walkway and will not impact parking meters or trees. The work will require 24 7 occupancy of the work area and extended work time 7am-7pm.

102 Irving Street Nw Washington Dc
Dccr project proposes to drill 3 borings, ssi-10, ssi-11, ssi-12, to complete infiltration tests located in the median and south of irving st nw. The borings will be 12 feet deep and 6 inches diameter. The boring will remain for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parkign meters.

North Capitol Street Nw Southbound And Ramp To Irving Street Nw Eastbound Washington Dc
Dccr project proposes to drill 4 borings, ssi-13, ssi-14, ssi-16 and ssi-17, to complete infiltration tests located in the greenspace of irving st nw at north capitol st nw. The borings will be 12 feet deep and 6 inches diameter. The boring will remain for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

Irving Street Nw Westbound And Ramp To Michigan Avenue Nw Westbound Washington Dc
Dccr project proposes to drill 4 borings, ssi-1, ssi-2, ssi-3 and ssi-4, to complete infiltration tests located in the greenspace of michigan ave nw at irving st nw. The borings will be 12 feet deep and 6 inches diameter. The boring will remain for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parkign meters.

Irving Street Nw And Park Place Nw Washington Dc
Dccr project proposes to drill 4 borings, ssi-5, ssi-6, ssi-7 and ssi-8, to complete infiltration tests located in the greenspace at irving st nw and park pl nw. The borings will be 12 feet deep and 6 inches diameter. The boring will remain for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parkign meters.

416 Kenyon Street Nw Washington Dc
Dccr project proposes to drill 1 boring, ssi-9, to complete infiltration tests located on the north side of kenyon st. Nw. The borings will be 12 feet deep and 6 inches diameter. The boring will remain for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parkign meters.

22 South Capitol Street Se Washington Dc
Dccr proposes to drill one geotechnical boring, ppc-19, located at 22 soth capitol st. In the far right northbound lane. The boring will be approximately 6 inches diameter and feet deep. The work area will require the closure of 615 feet of the far right lane of northbound south capitol st. Se. The work will take up to two weeks to complete and will require 24 7 occupancy of the workspace as well as extrended work hours 7am-7pm. Pedestrians trees and parking meters will not be impacted.

631 Howard Road Se Washington Dc
Dccr proposes to drill one geotechnical boring, ppc-20, located southwest of 631 howard st. Se. In the median between east and west suitland parkway se and northbound south capitol st. Se. The boring will be approximately 6 inches diameter and feet deep. The work will take up to two weeks to complete and will require 24 7 occupancy of the workspace as well as extrended work hours 7am-7pm. Pedestrians, trees and parking meters will not be impacted.

26 Barry Road Se Washington Dc
Dccr proposes to drill one geotechnical boring, ppc-21, located in the median along the suitland parkway se exit ramp, northwest of 26 barry road se. The boring will be approximately 6 inches diameter and feet deep. The work will take up to two weeks to complete and will require 24 7 occupancy of the workspace as well as extrended work hours 7am-7pm. Pedestrians trees and parking meters will not be impacted.

Florida Avenue Nw And New Jersey Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-38) for the purpose of utility location in the right southeastbound lane of florida ave nw. At the intersection of new jersey ave nw and florida ave nw. East of 1817 5th st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees.

1817 5th Street Nw Washington Dc
Dccr project proposes to excavate two shallow pit (nebbv-41& nebbv-42) for the purpose of utility location in the right southeastbound lane of florida ave nw. At the intersection of new jersey ave nw and florida ave nw. East of 1817 5th st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees

1817 5th Street Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-39) for the purpose of utility location along florida ave. Nw, north of the new jersey ave nw intersection. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parkingmeters and trees

1817 5th Street Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-40) for the purpose of utility location in the right southeastbound lane of florida ave nw. At the intersection of new jersey ave nw and florida ave nw. East of 1817 5th st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees

1817 5th Street Nw Washington Dc
Dccr project proposes to excavate two shallow pit (nebbv-44 & nebbv-45) for the purpose of utility location in the right southeastbound lane of florida ave nw. At the intersection of new jersey ave nw and florida ave nw. East of 1817 5th st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees

602 R Street Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-46) for the purpose of utility location in the right westbound lane of r street nw. North of 602 r st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 7am - 7pm. The work zone will not impact sidewalks, parking meters and trees

602 R Street Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-47) for the purpose of utility location in the right westbound lane of r street nw. North of 602 r st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 1 day between 7am - 7pm. The work zone will not impact sidewalks, parking meters and trees

21 1st Street Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-24) for the purpose of utility location along 1st st. Nw, north of v st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees, however pedestrians will not be able to cross 1st street on the north side of v street. Traffic will be diverted around the work area utilizing the parking lanes on each side of 1st st.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-27) for the purpose of utility location in the parking lane of 5th st. Nw, 1 feet south of rhode island ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees.

509 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-28) for the purpose of utility location in the parking lane of 5th st. Nw, 75 feet north of w st nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (aie knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will require the full work time of 7am -7pm. The work zone will not impact sidewalks, parking meters and trees. This work will not occur at the same time at permit 84069.

7 Rhode Island Avenue Ne Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-35) for the purpose of utility location in the median of rhode island ave ne, at reed st ne. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 9:30am -3:30pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

7 Rhode Island Avenue Ne Washington Dc
Dccr project proposes to excavate two shallow pits (nebbv-36, nebbv-37) for the purpose of utility location in the median of rhode island ave ne, at reed st ne. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 9:30am -3:30pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

1251 Saratoga Avenue Ne Washington Dc
Dccr project proposes to install a monitoring well (nebbc-14) located in the parking lot of the israel baptist church. The boring will be 6 inches diameter and 205 feet deep. A monitoring well will be installed at 1 feet deep. The boring will be drilled using sonic drilling methods. The work will be completed in 2 weeks and will require 7am-7pm worktime and 24 7 occupancy of the work space. Parking meters, pedestrians and trees will not be impacted byt he work.

22 South Capitol Street Se Washington Dc
Dccr proposes to drill one geotechnical boring, ppc-22, located in the greenspace at 22 south capitol st. Se, 88 feet from suitland parkway. The boring will be approximately 6 inches diameter and feet deep. The work will take up to two weeks to complete and will require 24 7 occupancy of the workspace as well as extrended work hours 7am-7pm. Traffic, pedestrians, trees and parking meters will not be impacted.

631 Howard Road Se Washington Dc
Dccr proposes to drill two geotechnical borings, ppc-23 and ppc-24, located southwest of 631 howard st. Se. One boring is located in the greenspace between suitland parkway se north of south capitol st. Se. The second boring is located in the greenspace between south capitol st se and the ramp to i-295 southbound. The borings will be approximately 6 inches diameter and feet deep. The work will take up to two weeks to complete and will require 24 7 occupancy of the workspace as well as extrended work hours 7am-7pm. Traffic, pedestrians, trees and parking meters will not be impacted.

North Capitol Street Nw Southbound And Ramp To Irving Street Nw Westbound Washington Dc
Dccr project proposes to drill 3 borings, ssv-18, ssv-19, & ssv-20, for vaccum extraction for utility location. The borings will be located on north of irving street nw, south of north capitol ne westbound ramp. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The boring will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact sidewalks, trees or parking meters.

Park Place Nw Under Michigan Avenue Nw Washington Dc
Dccr project proposes to drill one boring, ssv-01, for vacuum extraction for utility location. The borings will be located on michigan avenue nw and park place nw service road. The boring will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The boring will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

Park Place Nw And Hobart Place Nw Washington Dc
Dccr project proposes to drill two borings, ssv-02 and ssv-03, for vacuum extraction for utility location. The borings will be located on park place nw and hobart place nw. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

Michigan Avenue Nw Eastbound And Ramp From Park Place Nw Southbound Washington Dc
Dccr project proposes to drill five borings, ssv-04, ssv-05, ssv-06, ssv-07 and ssv-08, for vacuum extraction for utility location. The borings will be located on between the eastbound and westbound michigan avenue nw. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

3026 Park Place Nw Washington Dc
Dccr project proposes to drill one boring, ssv-09, for vacuum extraction for utility location. The borings will be located on east of 3026 park place nw. The boring will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The boring will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

Hobart Place Nw And Park Place Nw Washington Dc
Dccr project proposes to drill five borings, ssv-10, ssv-11, ssv-12, ssv-13 and ssv-14, for vacuum extraction for utility location. The borings will be located on west of hobart place nw and east of park place nw. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

415 Irving Street Nw Washington Dc
Dccr project proposes to drill two borings, ssv-15 and ssv-16, for vacuum extraction for utility location. The borings will be located on east of 415 irving street nw. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

North Capitol Street Nw Southbound And Ramp To Irving Street Nw Westbound Washington Dc
Dccr project proposes to drill one boring, ssv-17, for vacuum extraction for utility location. The boring will be located south of southbound north capitol street westbound ramp towards westbound irving street nw. The boring will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The boring will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

North Capitol Street Ne Northbound And Ramp From Irving Street Ne Eastbound Washington Dc
Dccr project proposes to drill two borings, ssv-21 and ssv-22, for vacuum extraction for utility location. The borings will be located south of irving street nw and east of veterans affairs medical center access road. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

North Capitol Street Nw Southbound And Ramp To Irving Street Nw Westbound Washington Dc
Dccr project proposes to drill two borings, ssv-23 and ssv-24, for vacuum extraction for utility location. The borings will be located north of westbound irving street nw and south of north capitol street nw ramp. The borings will be drilled using air knife technologies and will be 6 inches in diameter and feet deep. The borings will remain open for up to 1 week and will be backfilled with bentonite slurry upon completion. The work area will not impact traffic, sidewalks, trees or parking meters.

7 New Hampshire Avenue Nw Washington Dc
Dccr proposes one geotechnical boring, prc-02a, located in the greenspace between rock creek & potomac pkwy nw and 7 new hampshire ave nw. The boring will be 6 inches in diameter and 215 feet deep. A temporary steel casing will be installed. A vibrating wire piezometer will be installed at about 1 feet below ground surface upon boring completion. See idw management plan and attached schematics for addtional information.

23 4th Street Ne Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-48) for the purpose of utility location in the sidewalk east of 23 4th st ne. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 7am -7pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

2321 4th Street Ne Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-49) for the purpose of utility location in the sidewalk east 2321 4th st ne. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 7am -7pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-50) for the purpose of utility location in the left most northwest bound lane of florida ave nw, southwest of 306 rhode island ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 9:30am -3:30pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-51) for the purpose of utility location in the sidewalk southwest of 306 rhode island ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 7am -7pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

247 Florida Avenue Nw Washington Dc
Dccr project proposes to excavate one shallow pit (nebbv-52) for the purpose of utility location in the left most northwest bound lane of florida ave nw, southwest of 247 florida ave nw. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will and will be restricted to 9:30am -3:30pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

1725 Montello Avenue Ne Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-05) at 1775 montello ave ne. Non-environmentally impacted soils will be drummed & landfilled off-site & surface casing removed. Environmentally impacted soils will be drummed, characterized and disposed appropriately; surface casing will be grouted & left in place. Refer to attached mw installation schematic.

306 Rhode Island Avenue Nw Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-37) at 306 rhode island ave nw. Surface casing anticipated to be left in place. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed appropriately. Refer to attached mw installation schematic

7 Rhode Island Avenue Ne Washington Dc
Dccr proposes to drill 1 geotechnical boring (nebbc-20) in the left lane of ne bound rhode island ave ne. Non-environmentally impacted soils will be drummed & landfilled off-site & surface casing removed. Environmentally impacted soils will be drummed, characterized and disposed appropriately; surface casing will be grouted & left in place. Piezometer installed. Refer to attached vwpz installation schematic.

27th Street Nw And Virginia Avenue Nw Washington Dc
Dccr proposes one geotechnical boring (prt-03) located in the greenspace between 27th street nw and virginia ave nw. The boring will be 6 inches in diameter and 215 feet deep. A temporary steel casing will be installed and socketed into the potomac clays. A monitoring well will be installed at about 125 feet below ground surface upon boring completion. The work will require 24 7 occupancy of the work space and will take up to three weeks to complete. The work are will not impact vehicle or pedestrian traffic, parking signs or trees.

1275 25th Street Nw Washington Dc
Dccr proposes one geotechnical boring (prc-02b) located at the intersection of f street nw and 25th street nw. The boring will be 6 inches in diameter and 215 feet deep. A permanent pvc or steel casing will be installed and socketed into the potomac clays. A vibrating wire piezometer will be installed at 169 feet below ground surface upon boring completion. See idw management plan and attached schematics for additional information.

306 Rhode Island Avenue Nw Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-37a) at 306 rhode island ave nw. Surface casing anticipated to be left in place. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed appropriately. Refer to attached mw installation schematic

1271 Mount Olivet Road Ne Washington Dc
Dccr proposes to drill 1 geotechnical monitoring boring (nebbc-04) at 1271 mt. Olivet ne. Surface casing anticipated to be left in place. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed appropriately. Refer to attached mw installation schematic

512 Rhode Island Avenue Nw Washington Dc
Dccr proposes one geotechnical boring (nebbc-42 ) located in the rightmost lane of northeast bound rhode island ave nw. The boring will be 6 inches in diameter and 1 feet deep. A monitoring well will be installed at about feet below ground surface upon boring completion. The work will require 24 7 occupancy of the work space and will take up to three weeks to complete. The work will not impact vehicle or pedestrian traffic, parking signs or trees.

1703 6th Street Nw Washington Dc
Dccr proposes one geotechnical boring (nebbc-44) located in the right lane of the southbound 6th street nw. The boring will be 6 inches diameter and 124 feet deep. A monitoring well will be installed at feet below ground surface. A vibrating wire piezometer will be installed at approximately feet below ground surface. The greater than screened interval will allow for greater draw down in the event of a pump test. A permanent steel casing will be installed and socketed into the potomac clays. If environmentally impacted soils are encountered, soils will be drummed, characterized and disposed of appropriately. See idw management plan and attached schematics for additional information.

125 T Street Nw Washington Dc
Dccr proposes one geotechnical boring (nebbc-39) located in the greenspace across from 125 t street nw. The boring will be 6 inches diameter and 127 feet deep. A monitoring well will be installed at feet below ground surface. Surface casing to be left in place. The greater than screened interval will allow for greater draw down in the event of a pump test. The well will not extend into the patxuent formation and no cross contamination will occur. The boring will be drilled using mud rotary or hollow stem auger methods (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information.

231 S Street Nw Washington Dc
Dccr proposes one geotechnical boring (nebbc-31) located in the right lane of southbound s street nw, across from 231 s street nw. The boring will be 6 inches diameter and 1 feet deep. A monitoring well will be installed at feet below ground surface. A vibrating wire piezometer will be installed at approximately feet below ground surface. A permanent steel casing will be installed and socketed into the potomac clays. The greater than screened interval will allow for greater draw down in the event of pump test. The well will not extend into the patxuent formation and no cross contamination will occur. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal.

231 S Street Nw Washington Dc
Dccr proposes one geotechnical boring (nebbc-29) located in the right lane of southbound s street nw, across from 247 s street nw. The boring will be 6 inches diameter and 44 feet deep. A monitoring well will be installed at 17 feet below ground surface. Surface casing anticipated to be left in place. Permanent casing will not be installed to enable sampling water near the ground surface by installing a shallow well. The greater than screened interval will allow for greater draw down in the event of a pump test. The boring will be drilled using mud rotary or hollow stem auger (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal.

3 Rhode Island Avenue Ne Washington Dc
Dccr proposes one geotechnical boring (nebbc-24) located on the sidewalk in front of 3 rhode island ave ne. The boring will be 6 inches diameter and 161 feet deep. A monitoring well will be installed at 1 feet below ground surface. A permanent steel casing will be installed and socketed into the potomac clays. See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal.

4 Rhode Island Avenue Ne Washington Dc
Dccr proposes one geotechnical boring (nebbc-26) located in the rightmost parking lane of 4 rhode island ave ne. The boring will be 6 inches diameter and 44 feet deep. A monitoring well will be installed at 8 feet below ground surface. Surface casing anticipated to be left in place. Permanent casing will not be installed to enable sampling water near the ground surface by installing a shallow well. The boring will be drilled using mud rotary or hollow stem auger (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. Development water will be drummed for appropriate off-site disposal.

1239 Mount Olivet Road Ne Washington Dc
Dccr project proposes to excavate four shallow pits (morv-01, morv-02, morv-03 & morv-04) for the purpose of utility location. The work will occur on the north side of mt olivet rd ne, in the sidewalk north of 1239 mt. Olivet rd ne. The pit will be approximately 1 foot in diameter and less than feet deep. The pit will be excavated using soft dig techniques (air knife and vacuum extraction). The work time to complete the excavation will be approximately 3 days and will be restricted to 9:30am -3:30pm. The work zone will not impact rush hour traffic as the work zone will be removed at the end of each day.

1801 Capitol Avenue Ne Washington Dc
Dccr proposes one geotechnical boring (nebbc-58 and mor-cpt-01 & mor-cpt-07) located west of the west virginia ave ne and mt. Olivet rd ne intersection in the rightmost lane of the west bound mt. Olivet rd ne. The boring will be 6 inches diameter and feet deep. A monitoring well will be installed to feet bgs with the screened interval starting at feet below ground surface. Surface casing will be grouted in place. Permanent casing will not be installed to enable sampling water near the ground surface by installing a shallow well. The boring will be drilled using mud rotary or hollow stem auger (msds for drilling mud additives attached). See idw management plan and attached schematics for additional information. Well development will be by air-lift and surge-block methods. All drilling-generated waste will be drummed (solids & liquids). Only environmentally, or potentially environmentall impacted soils will be analytically tested for disposal characterization. The workzone will also incl

1901 Capitol Avenue Ne Washington Dc
Dccr project proposes to perform a (mor-cpt 02) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur in the intersection of mt olivet rd and west virginia ave ne. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day

1801 West Virginia Avenue Ne Washington Dc
Dccr project proposes to perform four (mor-cpt 03, mor-cpt 04, mor-cpt 08 & mor-cpt 09) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur in the left lane of the westbound mt olivet rd ne. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day.

1201 Mount Olivet Road Ne Washington Dc
Dccr project proposes to perform three (mor-cpt-05, mor-cpt-06 & mor-cpt-11) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur on mt olivet rd east of the montello ave ne intersection. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day.

1201 Mount Olivet Road Ne Washington Dc
Dccr project proposes to perform a (mor-cpt-10) seismic cone penetrometer tests to determine the geotechnical engineering properties of soils and to delineate soil stratigraphy. Seismic cone penetrometer tests do not generate any investigation derived waste (i. E., drill cuttings, water, etc.) the boring will be feet deep. The work will occur in the intersection of mt olivet rd and montello ave ne. The work time to complete the test will be approximately 3 days and will be restricted to 7am to 5pm. The work zone will be removed at the end of each day. Westbound mt. Olivet motorists will be permitted to make left turns onto (the one way - southbound) montello ave after the lane closure and prior to the fenced workzone. Additional signage was added to newest tcp to direct pedestrians.

1801 Capitol Avenue Ne Washington Dc
Dccr proposes two geotechnical borings (nebbc-56 & 57) located in the northwest corner of the west virginia ave ne and mt. Olivet rd ne intersection. The boring will be 6 inches diameter and feet deepthe boring will be drilled using mud rotary or hollow stem auger (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. A ft schedule solid pvc pipe with an end cap will be installed in the bore hole for seismic testing and the annular space will be grouted with a cement bentonite mix.

7 Rhode Island Avenue Ne Washington Dc
Dccr proposes to drill 2 geotechnical borings (nebgi-01, and nebgi-02) located at 7 rhode island ave ne. The borings will be 6 inches in diameter and drilled by hollow-stem auger. A monitoring well will be installed each boring. See idw management plan and attached schematics for additional information. Temporary surface casing will be used. The boring will not extend into the ptx. All drilling generated waste will be drummed (solids and liquids). Refer to the edr and gdr for division j - northeast boundary tunnel for environmental and geologic information. 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 annulus.

1241 W Street Ne Washington Dc
Dccr proposes to drill two geotechnical borings (nebbc- and nebbc-64 located at 1241 w street ne. The borings will be 6 inches in diameter and drilled by hollow-stem auger. Nebbc- will be feet bgs and nebbc-64 will be 1 feet bgs. Permanent casing will be socketed feet into the p a formation and grouted before continued drilling. The nebbc- boring will not extend into the ptx. See idw management plan and attached schematics for additional information. All drilling generated waste will be drummed (solids and liquids). Refer to the division j edr and ebr for environmental and geotechnical information. 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.

27 Ohio Drive Nw Washington Dc
Dccr proposes to drill one geotechnical boring (prc-15) located in the green space north of 27 ohio drive nw between the i-66 on-ramps southeast of the kennedy center. The boring will be 6 inches in diameter and feet bgs, drilled by mud rotary methods. Permanent casing will be installed to top of rock and grouted before continued drilling. A monitoring well will be installed in boring prc-15. See idw management plan and attached schematics for additional information. All drilling generated waste will be drummed (solids and 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. The well shall be developed prior to monitoring for water levels. The work will take up to two weeks to complete and will require 24 7 occupancy of the work area as well as extended worked time of 7am-7pm. The work area will not impact pedestrian walkways, parking meters or trees.

36 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-37) located in the eastbound parking lane of prospect st nw, northwest of the listed property (36 prospect st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and at

3261 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-45) located in the westbound parking lane of prospect st nw, south of the listed property (3261 prospect st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and atta

3613 N Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-02) located in the eastbound parking lane of n street nw (3613 n st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids). In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work will take up to 1 week to complete and will require 24 7 occupancy of the work area as well

2224 40th Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-52) located in the parking lane of 40th pl nw, east of the listed property (2224 40th pl nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for

23 38th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-61) located in the southbound parking lane of 38th st nw, east of the listed property (23 38th st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schem

2301 39th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-58) located in the northbound parking lane of 39th st nw, west of the listed property (2301 39th st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached sch

38 Benton Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-60) located in the eastbound lane of benton st nw, north of the listed property (38 benton st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematic

3632 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-02) located in the eastbound parking lane of n street nw (3613 n st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids). In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work will take up to 1 week to complete and will require 24 7 occupancy of the work area as well

3619 Prospect Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-03) located in the westbound parking lane of prospect street nw south of the listed property (3619 prospect st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids). In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work will take up to 1 week to complete and will requi

5819 3rd Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-01) located in the parking lane of 3rd pl nw, adjacent to the listed address (5819 3rd ppl nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics f

317 Madison Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-03) located between two sections of fort circle park, south of the address (317 madison st nw) and is located in the parking lane of 3rd pl nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. S

5818 3rd Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-04) located in the parking lane of 3rd st nw and east of the property listed (5819 3rd ppl nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics f

57 3rd Place Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-05) located in the parking lane of 3rd st nw, east of the listed address (5819 3rd ppl nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for a

234 Madison Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-12) located in the parking lane of 2nd pl nw, east of the listed property (234 madison st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics fo

229 Longfellow Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-13) located in the parking lane of 2nd pl nw, east of the listed property (229 longfellow st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics

5307 2nd Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-21) located in the parking lane of 2nd st nw, adjacent to the listed property (5307 2nd st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics f

125 Jefferson Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-26) located in the parking lane of jefferson st nw, south of the listed property (125 jefferson st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached sche

119 Ingraham Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-27) located in the parking lane of ingraham st nw, south of the listed property (119 ingraham st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schema

5717 1st Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-30) located in the parking lane of 1st st nw at the corner of 1st st nw and milmarson pl nw, and west of the listed property (5717 1st st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. Se

63 Ingraham Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-33) located in the parking lane of ingraham st nw, south of the listed address (63 ingraham st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schemati

5612 North Capitol Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-42) located in alley west of the listed property address (5612 north capitol st nw). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for addition

22 Kennedy Street Ne Washington Dc
Dccr proposes to drill one geotechnical boring (rcagi-47) an alley located at the intersection of the alley and kennedy street at the listed address (22 kennedy st ne). The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used as backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and at

1419 36th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-50) located in the east parking lane west of 1419 36th st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The wor

2215 40th Street Nw Washington Dc
Dccr proposes to drill one geotechnical boring (pragi-53) located in the unnamed alley east of 2215 40th st nw. The boring will be 12 inches diameter and feet bgs, drilled by vacuum excavation methods. A monitoring well will be installed in the boring. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. If no monitoring well is installed, the boring will be abandoned following ddoe requirements. No drilling spoils or excavated soils will be used at backfill. The monitoring well or well abandonment will be completed the same day. See idw management plan and attached schematics for additional information. The work wi