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.

Dccr project proposes to excavate one shallow pit (nebbv-34) for the purpose of utility location in the center eastbound lane of rhode island ave ne. Nw at 8th pl 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 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees.

Excavate to connect to customer by building 28 ft x 6 ft trench for a service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr #3400419 cut #278 duperly/dac attached plan and conditions are part of this permit. All work shall be completed to dc standards.

Excavate to connect to customer by building 28 ft x 6 ft trench for a service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr #3400419 cut #278 duperly dac attached plan and conditions are part of this permit. All work shall be completed to dc standards.

Excavation; electric connection (trench)

Construction staging area

Mobile crane work zone

Construction staging area

Construction staging area

Other reserved parking

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Mobile crane work zone

Construction staging area

Other work related occupancy

Construction staging area

Mobile crane work zone

Other reserved parking

Construction staging area

Excavation; electric connection (trench)

Steel plate- single location

Construction staging area

Steel plate- single location

Steel plate- single location

Dccr project proposes to drill 2 direct push borings nebbd-67e-1 & nebbd-67e-2, located on 8th place ne - east of 7 rhode island ave ne. The dp borings will be 2 inches in diameter and extend feet below ground surface. The borings will be completed using direct push methods with a standard hollow soil rod to collect soil samples. Groundwater samples may be collected via a peristaltic pump. Samples will be analyzed for tph-dro, tph-gro, voc, svoc, rcra metals (plus vanadium), pesticides, herbicides and pcbs. All drill cuttings will be containerized in 55 gallon dot rated steel drums. All drill cuttings will be properly tested and characterized for disposal. The dp borings will be backfilled with hydrated bentonite. Monitoring wells will not be installed. See attached document for additional information

Dccr project proposes to drill 2 direct push boring nebbd-35e-1 & nebbd-35e-2, located at 7 rhode island ave ne. The dp borings will be 2 inches in diameter and extend feet below ground surface. The borings will be completed using direct push methods with a standard hollow soil rod to collect soil samples. Groundwater samples may be collected via a peristaltic pump. Samples will be analyzed for tph-dro, tph-gro, voc, svoc, rcra metals (plus vanadium), pesticides, herbicides and pcbs. All drill cuttings will be containerized in 55 gallon dot rated steel drums. All drill cuttings will be properly tested and characterized for disposal. The dp borings will be backfilled with hydrated bentonite. Monitoring wells will not be installed. When the boring is complete, we fill the borehole approximately 1 4 full of bentonite pellets then add approximately 5 gallons of water to hydrate bentonite in the borehole. The boring is then filled approximately 3 4 full with pellets and water is again added

Excavate to connect to customer by building 28 ft x 6 ft trench for a service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr #3400419 cut #278 duperly dac attached plan and conditions are part of this permit. All work shall be completed to dc standards.

Construction staging area

Other reserved parking

Other reserved parking

Construction staging area

Construction staging area

Construction staging area

Other work related occupancy

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Connect to customer by building 28 of service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, this construction permit requires a separate occupancy permit. The attached plans and conditions are apart of this permit. If steel plates are used at this job site an additional permit is needed. Wr#3400419 cut#278 duperly/griffin

Working hours, 9:30am to 3:30pm install 3 poles, remove 3 poles and relocate guy wire on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints. Wr#340019 1 calendar days duperly/griffin

Connect to customer by building 28 of service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr#3400419 cut#278 duperly/smith

Dccr project proposes to drill 2 direct push boring nebbd-35e-1 & nebbd-35e-2, located at 7 rhode island ave ne. The dp borings will be 2 inches in diameter and extend feet below ground surface. The borings will be completed using direct push methods with a standard hollow soil rod to collect soil samples. Groundwater samples may be collected via a peristaltic pump. Samples will be analyzed for tph-dro, tph-gro, voc, svoc, rcra metals (plus vanadium), pesticides, herbicides and pcbs. All drill cuttings will be containerized in 55 gallon dot rated steel drums. All drill cuttings will be properly tested and characterized for disposal. The dp borings will be backfilled with hydrated bentonite. Monitoring wells will not be installed. When the boring is complete, we fill the borehole approximately 1/4 full of bentonite pellets then add approximately 5 gallons of water to hydrate bentonite in the borehole. The boring is then filled approximately 3/4 full with pellets and water is again added

Install 45 ft of urd cable in public space at 7 rhode island ave ne, west of red st ne, as indicated on attached prints. Wr# 3400419 - hduperly / adriandavis - dac

Excavate to connect 7 rhode island ave ne w/ug service by building 28 ft of service conduit and misc equipment in the sidewalk area in front of 7 rhode island ave ne, west of reed st ne, as indicated on attached prints. Wr# 3400419 - h. Duperly - dac attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

Excavate to connect 7 rhode island ave ne w/ug service by building 28 ft of service conduit and misc equipment in the sidewalk area in front of 7 rhode island ave ne, west of reed st ne, as indicated on attached prints. Wr# 3400419 - h. Duperly - dac attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

Excavate to connect 7 rhode island ave ne w/ ug service by building 144 ft of service conduit and misc equipment on sidewalk south of 8th place ne as indicated on attached prints wr 34795 td2 kbates attached plan and conditions are part of this permit. All excavation and restoration work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

Connect to customer by building 28 of service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, this construction permit requires a separate occupancy permit. The attached plans and conditions are apart of this permit. If steel plates are used at this job site an additional permit is needed. Wr#3400419 cut#278 duperly griffin

Connect to customer by building 28 of service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr#3400419 cut#278 duperly smith

Dccr project proposes to drill 2 direct push borings nebbd-67e-1 & nebbd-67e-2, located on 8th place ne - east of 7 rhode island ave ne. The dp borings will be 2 inches in diameter and extend feet below ground surface. The borings will be completed using direct push methods with a standard hollow soil rod to collect soil samples. Groundwater samples may be collected via a peristaltic pump. Samples will be analyzed for tph-dro, tph-gro, voc, svoc, rcra metals (plus vanadium), pesticides, herbicides and pcbs. All drill cuttings will be containerized in 55 gallon dot rated steel drums. All drill cuttings will be properly tested and characterized for disposal. The dp borings will be backfilled with hydrated bentonite. Monitoring wells will not be installed. See attached document for additional information

Excavation; electric connection (trench)

Install 45 ft of urd cable in public space at 7 rhode island ave ne, west of red st ne, as indicated on attached prints. Wr# 3400419 - hduperly adriandavis - dac

Excavate to connect 7 rhode island ave ne w ug service by building 28 ft of service conduit and misc equipment in the sidewalk area in front of 7 rhode island ave ne, west of reed st ne, as indicated on attached prints. Wr# 3400419 - h. Duperly - dac attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

Utility relocation associated with dc clean rivers/northeast boundary tunnel/division u. Per conversations with marlon smoker, dccr requires review and approval by cob 2/17/2016.

Excavate to connect 7 rhode island ave ne w/ ug service by building 144 ft of service conduit and misc equipment on sidewalk south of 8th place ne as indicated on attached prints wr 34795 td2 kbates attached plan and conditions are part of this permit. All excavation and restoration work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

701 -7 rhode island ave ne, 4x4 rdwy o/s n c/l rhode island ave ne 257 w c/l 8th pl ne, p 674166 w 2951914

Other reserved parking

Construction staging area

Construction staging area

Other work related occupancy

Construction staging area

Other reserved parking

Construction staging area

Construction staging area

Over head work; guy wire installation (single or first one), over head work; pole installation (each addl), over head work; pole installation (single or first one), over head work; pole removal (each addl), over head work; pole removal (single or first one)

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.

Dccr project proposes to excavate one shallow pit (nebbv-34) for the purpose of utility location in the center eastbound lane of rhode island ave ne. Nw at 8th pl 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 1 day between 9:30am and 3:30pm. The work zone will not impact sidewalks, parking meters and trees.

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.

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.

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.

Excavate for paving a 4 ft x 5 ft cut in the roadway over the gas main service line in front of 701 rhode island avenue ne, permit #404513 wr #1536349 attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday thru friday, 7: am to 7: pm saturday.

Excavate to connect to customer by building 28 ft x 6 ft trench for a service conduit to 3 new poles on rhode island ave ne, west of 8th pl ne, as indicated on the attached prints wr #3400419 cut #278 duperly dac attached plan and conditions are part of this permit. All work shall be completed to dc standards.

Excavate for paving a 4 ft x 5 ft cut in the roadway over the gas main service line in front of 701 rhode island avenue ne, permit #404513 wr #1536349 attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday thru friday, 7: am to 7: pm saturday.

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.

Excavate to pave (1) - 4 ft x 5 ft trench in the roadway over the gas main at 701 rhode island ave ne, permit #629389 wr #31669849 attached plan and conditions are part of this permit. All work shall be completed to dc standards. Work hours are between 9: am to 3: pm monday through saturday.

Utility relocation associated with dc clean rivers northeast boundary tunnel division u. Per conversations with marlon smoker, dccr requires review and approval by cob 2 17 2016.

Construction staging area

Construction staging area

Construction staging area

Other reserved parking

Other reserved parking

Other reserved parking

Construction staging area

Other work related occupancy

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Construction staging area

Moving truck