SAM CONNELLY

Massachusetts Avenue Bridge Washington Dc
One boring shall be performed on the south side of massachusetts avenue to the east of the bridge over i-395. The boring will be performed in the sidewalk area to the east of the exit from the private business. For the boring a single truck or atv drill rig ( wide x long) will be used. The boring test hole will be 6" in diameter to a depth of approximately 1 feet below the existing ground surface. Miss utility locator to be used prior to work start in addition to a private utility locator. Each boring will be backfilled and patched in accordance with ddoe requirements. The work will take place all at one time and the sidewalk will be closed for a period of approximately 6 hours. The pedestrian traffic will be routed from the southern side of mass. Avenue to the north side of mass. Ave. The work will not impact vehicular traffic on mass ave. Total work duration one day. This construction permit requires a separate occupancy permit. The attached plans and conditions are a part of this pe

Exit 11 From Interstate 395 Southbound To 3rd Street Nw Washington 11
Two borings (b-37 and b-38) shall be performed, b-37 on the left shoulder of the ramp and b-38 will be inside the curb on the right side of the ramp; however will need to block the right shoulder for worker safety. The plan included with this permit shows the approximate locations of each proposed boring. A single truck or atv drill rig (approximately wide by long) will be used to advance an approximate 6 diameter boring (using hollow-stem augers) to a depth of 1 feet below the existing ground surface at each location. During drilling, samples will be taken for geotechnical testing and analyses. Prior to commencing drilling, miss utility will be notified to mark all existing public utilities. A private utility locator will also be used to identify any utilities not marked by miss utility. Upon completion, the borings will be backfilled and patched in general accordance with ddoe requirements. The work will be performed during normal business hours (7 am to 5 pm) and will take 1 to 1. 5

2215 5th Street Ne Washington Dc
Dccr project proposes to drill 6 direct push boring nebbd-28e-1, nebbd-28e-2, nebbd-28e-3 & nebbd-29e-1, nebbd-29e-2 & nebbd-30e located at 2215 5th street 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

413 Rhode Island Avenue Ne Washington Dc
Dccr project proposes to drill 1 direct push boring nebbd-69e, located northeast of 413 rhode island ave ne. The dp boring 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.

501 Rhode Island Avenue Ne Washington Dc
Dccr project proposes to drill 1 direct push boring nebbd-70e, located northwest of 501 rhode island ave ne. The dp boring 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.

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to drill 3 direct push boring nebbd-76e-1, nebbd-76e-2, located south of 306 rhode island ave nw. The dp boring 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.

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-77e-1, nebbd-77e-2, located at 306 rhode island ave nw. The dp boring 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.

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-79e-1, nebbd-79e-2, located at 306 rhode island ave nw. The dp boring 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.

2215 5th Street Ne Washington Dc
Dccr project proposes to drill 6 direct push boring nebbd-28e-1, nebbd-28e-2, nebbd-28e-3 & nebbd-29e-1, nebbd-29e-2 & nebbd-30e located at 2215 5th street 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

12 1299 Block Of Maine Avenue Sw Washington Dc
Excavation; bar & test boring

501 Rhode Island Avenue Ne Washington Dc
Excavation; boring test pit (single)

413 Rhode Island Avenue Ne Washington Dc
Excavation; boring test pit (single)

2215 5th Street Ne Washington Dc
Excavation; boring test pit (single)

Massachusetts Avenue Bridge Washington Dc
Excavation; boring test pit (single)

7 Rhode Island Avenue Ne Washington Dc
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

20 M Street Nw Washington Dc
Two borings shall be performed on the northside of the existing building at 20 m street, nw. One boring on each the northwest and northeast corners of the exsting building will be performed. For each boring a single truck drill rig ( x 30) will be used. Boring test holes will be 6" in diameter to a depth of approximately feet below the sidewalk. Miss utility locator to be used prior to work start in addition to a private utility locator. All borings will be backfilled and patched in accordance with ddoe requirements. The side walking the building frontage will be for two days. Total work duration two days. This construction permit requires a separate occupancy permit. The attached plans and conditions are a part of this permit. If steel plates are used at this job site additional permit is needed

101 F Street Nw Washington Dc
Four borings shall be performed on the west side of 2nd street between e street, nw and g street, nw. Each of the borings will be performed in the grassy area between the existing side walk and the retaining wall separating the 395 exit ramp and 2nd street. For each boring a single truck or atv drill rig ( wide x long) will be used. Boring test holes will be 6" in diameter to a depth of approximately feet below the existing ground surface. Miss utility locator to be used prior to work start in addition to a private utility locator. All borings will be backfilled and patched in accordance with ddoe requirements. The work will not take place at all one time and each section of the sidewalk will be closed for a period of approximately 6 hours. The pedestrian traffic will be routed from the western side of 2nd street (work zone location) to the eastern side of 2nd street. The work will not impact vehicular traffic on 2nd street. Total work duration three days. This construction permit requ

Massachusetts Avenue Bridge Washington Dc
Excavation; boring test pit (single)

Massachusetts Avenue Bridge Washington Dc
One boring shall be performed on the east bound lane of massachusetts avenue to the east of the bridge over i-395. The boring will be performed in the left lane at the location shown on the diagram attached to this permit. For the boring a single truck or atv drill rig ( wide x long) will be used. The boring test hole will be 6" in diameter to a depth of approximately 1 feet below the existing ground surface. Miss utility locator to be used prior to work start in addition to a private utility locator. Each boring will be backfilled and patched in accordance with ddoe requirements. The work will take place all at one time and the work will be performed at night time between the hours of 7 pm to 5 am during which the left lane in this portion of mass ave will be closed. Traffic control will be provided in general accordance with the traffic control plan included as an attachment to this permit which was based on the ddot temporary traffic control manual. This construction permit requires

Exit From Interstate 395 Northbound To Massachusetts Avenue Nw Washington Dc
A total of 29 borings will be performed within the i-395 right-of-way, each extending to depths ranging from feet to 1 feet below the current site grades. Each will be drilled using 3. 25-inch augers during which samples will be taken for geotechnical engineering analyses. Upon completion each will be backfilled in general accordance with ddoe regulations (grouted to the surface). Prior to drilling, miss utility will be contact to mark all public utilities and a private utility locator will be used to mark any private utilities in the area. In any areas where there is a conflict between markings or a potential unknown condition, a vacuum truck will be used to remove the soil from the upper 5- feet from the boring location in question to confirm the absence or presence of underground utilities. The different work areas are described in greater detail below. B-11 through b- and b- through b-45 will be performed in the access/work areas of i-395. B-11 through b- on the east side of the nor

595 3rd Street Nw Washington Dc
One boring shall be performed on the right side of the north bound lane of 3rd street, nw across from the intersection from f street, nw at the address included in this permit. The boring will be performed approximately 5 from the curb on the right side of 3rd street, nw. A single truck or atv drill rig (approximately wide by long) will be used to advance an approximate 6 diameter boring (using hollow-stem augers) to a depth of 1 feet below the existing ground surface. During drilling, samples will be taken for geotechnical testing and analyses. Prior to commencing drilling, miss utility will be notified to mark all existing public utilities. A private utility locator will also be used to identify any utilities not marked by miss utility. In addition, due to the congested nature of this particular area, a vacuum truck will be used to remove the soil from the upper feet of the location to avoid the use of mechanized equipment for this portion of the excavation. Upon completion, the bori

Exit 11 From Interstate 395 Southbound To 3rd Street Nw Washington Dc
Two borings (b-37 and b-38) shall be performed, b-37 on the left shoulder of the ramp and b-38 will be inside the curb on the right side of the ramp; however will need to block the right shoulder for worker safety. The plan included with this permit shows the approximate locations of each proposed boring. A single truck or atv drill rig (approximately wide by long) will be used to advance an approximate 6 diameter boring (using hollow-stem augers) to a depth of 1 feet below the existing ground surface at each location. During drilling, samples will be taken for geotechnical testing and analyses. Prior to commencing drilling, miss utility will be notified to mark all existing public utilities. A private utility locator will also be used to identify any utilities not marked by miss utility. Upon completion, the borings will be backfilled and patched in general accordance with ddoe requirements. The work will be performed during normal business hours (7 am to 5 pm) and will take 1 to 1. 5

3 Massachusetts Avenue Nw Washington Dc
One boring shall be performed on the east bound lane of massachusetts avenue to the east of the intersection with h st. Nw. The boring will be performed in the left lane at the location shown on the diagram attached to this permit. For the boring a single truck or atv drill rig ( wide x long) will be used. The boring test hole will be 6" in diameter to a depth of approximately feet below the existing ground surface. Miss utility locator to be used prior to work start in addition to a private utility locator. The boring will be backfilled and patched in accordance with ddoe requirements. The work will take place all at one time and the work will be permormed during the day from 8 am to 4 pm during which the left lane in this portion of mass ave will be closed. Traffic control will be provided in general accordance with the traffic control plan included as an attachment to this permit which was based on the ddot temporary traffic control manual. This construction permit requires a separa

10 F Street Nw Washington Dc
We will perform a total of eight (8) test pits within the alleyway. The test pits will be approximately 2x 2 in plan and will be no deeper than 5 feet. The test pits will be excavated with a standard utility vacuum truck. Upon completion of the test pits, we will backfill the pits with the spoils and patch the alleyway with a concrete patch of equal or greater thickness than the existing materials.

123 T Street Nw Washington Dc
Dccr project proposes to drill 1 direct push boring nebbd-65e located south of 123 t street nw. The dp boring 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.

1703 6th Street Nw Washington Dc
Dccr project proposes to drill 1 direct push boring nebbd-66e located west of 1703 6th street nw. 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 to the borehol

7 Rhode Island Avenue Ne Washington Dc
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

2215 5th Street Ne Washington Dc
Excavation; boring test pit (single)

413 Rhode Island Avenue Ne Washington Dc
Excavation; boring test pit (single)

501 Rhode Island Avenue Ne Washington Dc
Excavation; boring test pit (single)

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to drill 3 direct push boring nebbd-71e-1, nebbd-71e-2, nebbd-71e-3, located south of 306 rhode island ave nw. The dp boring 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

2312 4th Street Ne Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-72e-1, nebbd-72e-2 located east of 2313 4th street ne. The dp boring 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. All drill cuttings will be containerized in 55 gallon dot rated steel drums, properly tested and characterized for disposal. The dp borings will be backfilled with hydrated bentonite. Monitoring wells will not be installed

306 Rhode Island Avenue Nw Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-75e-1, nebbd-75e-2, located south of 306 rhode island ave nw. The dp boring 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.

23 4th Street Ne Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-73e-1, nebbd-73e-2, located east of 23 4th street ne. The dp boring 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.

247 Florida Avenue Nw Washington Dc
Dccr project proposes to drill 2 direct push boring nebbd-78e-1, nebbd-78e-2, located west of 247 florida ave nw. The dp boring 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

3rd Street Nw And Florida Avenue Nw Washington Dc
Dccr proposes two geotechnical borings (nebbd-80e-1 & nebbd-80e-2) located in the rightmost lane of southeast bound florida ave nw. The boring will be 2 inches in diameter and 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. The work will not impact vehicle or pedestrian traffic, parking signs or trees

401 New York Avenue Ne Washington Dc
The exploration will consist of three (7) soil test borings at the approximate location shown on the test boring plan. The test boring will be drilled to planned maximum depths of feet using a truck or atv mounted drill rig and 3. 25-inch hollow stem augers which will drill a 6 inch outside diameter bore hole.

12 1299 Block Of Maine Avenue Sw Washington Dc
Psi plans to advance a total of 12 test borings, each to a depth of 15 feet or auger refusal, whichever comes first. Seven (7) borings will be roughly evenly spaced along maine avenue sw from 12th street sw to 6th street sw in the east bound middle lane. No borings will be conducted within an intersection. Four (4) borings will be advanced along water street sw from 7th street sw, passing 6th street sw, east bound to the end of water street sw. No borings will be conducted within an intersection. One (1) boring will be placed on 6th street sw from maine avenue sw to water street sw. No borings will be conducted within an intersection. Please see the attached boring location plans. In all borings, four (4) samples will be taken in the first feet followed by one (1) sample in the last 5 feet. Spoils will be placed in 55-gallon hazmat drums and moved off of ddot right-of-way to a designated area for environmental testing and eventual proper disposal. Upon completion, borings will be backf

12 1299 Block Of Maine Avenue Sw Washington Dc
Psi plans to advance a total of 12 test borings, each to a depth of 15 feet or auger refusal, whichever comes first. Seven (7) borings will be roughly evenly spaced along maine avenue sw from 12th street sw to 6th street sw in the east bound middle lane. No borings will be conducted within an intersection. Four (4) borings will be advanced along water street sw from 7th street sw, passing 6th street sw, east bound to the end of water street sw. No borings will be conducted within an intersection. One (1) boring will be placed on 6th street sw from maine avenue sw to water street sw. No borings will be conducted within an intersection. Please see the attached boring location plans. In all borings, four (4) samples will be taken in the first feet followed by one (1) sample in the last 5 feet. Spoils will be placed in 55-gallon hazmat drums and moved off of ddot right-of-way to a designated area for environmental testing and eventual proper disposal. Upon completion, borings will be backf

12 1299 Block Of Maine Avenue Sw Washington Dc
Psi plans to advance a total of 12 test borings, each to a depth of 15 feet or auger refusal, whichever comes first. Seven (7) borings will be roughly evenly spaced along maine avenue sw from 12th street sw to 6th street sw in the east bound middle lane. No borings will be conducted within an intersection. Four (4) borings will be advanced along water street sw from 7th street sw, passing 6th street sw, east bound to the end of water street sw. No borings will be conducted within an intersection. One (1) boring will be placed on 6th street sw from maine avenue sw to water street sw. No borings will be conducted within an intersection. Please see the attached boring location plans. In all borings, four (4) samples will be taken in the first feet followed by one (1) sample in the last 5 feet. Spoils will be placed in 55-gallon hazmat drums and moved off of ddot right-of-way to a designated area for environmental testing and eventual proper disposal. Upon completion, borings will be backf

12 1299 Block Of Maine Avenue Sw Washington Dc
Psi plans to advance a total of 12 test borings, each to a depth of 15 feet or auger refusal, whichever comes first. Seven (7) borings will be roughly evenly spaced along maine avenue sw from 12th street sw to 6th street sw in the east bound middle lane. No borings will be conducted within an intersection. Four (4) borings will be advanced along water street sw from 7th street sw, passing 6th street sw, east bound to the end of water street sw. No borings will be conducted within an intersection. One (1) boring will be placed on 6th street sw from maine avenue sw to water street sw. No borings will be conducted within an intersection. Please see the attached boring location plans. In all borings, four (4) samples will be taken in the first feet followed by one (1) sample in the last 5 feet. Spoils will be placed in 55-gallon hazmat drums and moved off of ddot right-of-way to a designated area for environmental testing and eventual proper disposal. Upon completion, borings will be backf