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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 95 1st-extension of permit #pa52378. Make necessary excavation to install 415 of conduit, 5 manhole recess, cover and frame, sidewalk and roadway at the intersection of rhode island ave and 4th street ne, as indicated on the approved attached prints. Wr# 53308432; cut# 26366; sdd; ward #5 hours permitted to work are between 9:30am to 3:30pm monday thru friday.  Date: March 3, 2010 Contractor: PepcoPermit type: Excavation; electric connection (trench), occupancy; staging area(s), excavation; electric ml conduit (trench), excavation; manhole installation, occupancy; extension fees | Permit status: Permit expired | Expiration date: May 13, 2010 | Permit id: Pa52378-R1 | |||||
SCORE 84 Abandon two (2) monitoring wells in the median of rhode island avenue ne east of 4th street ne. Well locations will be finished with concrete. Date: November 3, 2010Contractor: Samuel ConnellyClient: Eastern Petroleum Corporation | Permit type: Excavation; monitoring well (single), excavation; monitoring well (each addl) | Permit status: Cancel/withdrawn | Expiration date: January 15, 2011 | |||||
SCORE 86 Wmata will be performing an emergency inspection and maintenance of the rhode island avenue metro bridge that runs over eastbound and westbound rhode island avenue ne. A lane closure will be needed to accomplish these trasks. Date: February 10, 2011Contractor: Raymond BoissonneaultClient: Raymond Boissonneault Wmata | Permit type: Paving; roadway(s) | Permit status: Cancel/withdrawn | Expiration date: April 30, 2011 | |||||
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. Date: May 19, 2014Client: Dc Water | Permit type: Excavation; monitoring well (single) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95710 | |||||
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. Date: July 5, 2016Client: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: January 15, 2017 | Permit id: Pa180146 | |||||
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. Date: July 29, 2016Client: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Assigned | Expiration date: February 1, 2017 | |||||
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 Date: September 1, 2016Client: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: March 1, 2017 | Permit id: Pa183234 | |||||
SCORE 100 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. Date: July 29, 2016Contractor: E2cr IncClient: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: February 1, 2017 | Permit id: Pa181398 | |||||
SCORE 100 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 Date: September 1, 2016Contractor: E2cr IncClient: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: March 1, 2017 | Permit id: Pa183234 | |||||
SCORE 86 Construction staging area Date: November 10, 2010Contractor: Raymond BoissonneaultPermit status: Expired | Expiration date: April 30, 2011 | Permit id: Pa10016363 | |||||
SCORE 86 Other work related occupancy Date: October 19, 2011Contractor: Raymond BoissonneaultPermit status: Expired | Expiration date: October 24, 2011 | Permit id: Pa10040410 | |||||
SCORE 67 Other work related occupancy Contractor: Connelly And AssociatesPermit status: Withdrawn | Expiration date: January 15, 2011 | Permit id: 0 | |||||
SCORE 86 Construction staging area Date: October 21, 2014Contractor: Jfc SonPermit status: Expired | Expiration date: November 30, 2014 | Permit id: Pa10160432-R1 | |||||
SCORE 86 Paving; roadway(s) Contractor: Raymond BoissonneaultPermit status: 3 | Expiration date: April 30, 2011 | Permit id: 0 | |||||
SCORE 84 Excavation; monitoring well (single), excavation; monitoring well (each addl) Contractor: Samuel ConnellyPermit status: 3 | Expiration date: January 15, 2011 | Permit id: 0 | |||||
SCORE 86 Other work related occupancy Date: August 5, 2011Contractor: Raymond BoissonneaultPermit status: Expired | Expiration date: August 29, 2011 | Permit id: Pa10034575 | |||||
SCORE 86 Construction staging area Date: November 18, 2014Contractor: Jfc SonPermit status: Expired | Expiration date: December 31, 2014 | Permit id: Pa10160432-R2 | |||||
SCORE 86 Construction staging area Date: September 21, 2012Contractor: Raymond BoissonneaultPermit status: Expired | Expiration date: August 30, 2012 | Permit id: Pa10067184 | |||||
SCORE 86 Construction staging area Date: February 10, 2011Contractor: Raymond BoissonneaultPermit status: Expired | Expiration date: April 30, 2011 | Permit id: Pa10020860 | |||||
SCORE 95 Excavation; electric connection (trench), occupancy; staging area(s), excavation; electric ml conduit (trench), excavation; manhole installation, occupancy; extension fees Date: March 10, 2010Contractor: PepcoPermit status: 8 | Expiration date: May 13, 2010 | Permit id: Pa52378-R1 | |||||
SCORE 99 Construction staging area Date: July 26, 2016Contractor: E2cr C O Siva BaluPermit status: Expired | Expiration date: August 26, 2016 | Permit id: Pa10327294 | |||||
SCORE 86 Construction staging area Date: September 29, 2014Contractor: Jfc SonPermit status: Permit expired | Expiration date: October 31, 2014 | Permit id: Pa10160432 | |||||
SCORE 84 Excavation; monitoring well (single), excavation; monitoring well (each addl) Contractor: Samuel ConnellyPermit status: 3 | Expiration date: January 15, 2011 | Permit id: 0 | |||||
SCORE 80 Restoration of monitoring wells in public space by groutting to the surface with portland cement. Finish with concrete. Attached plans and conditions are part of this permit. Hours permitted to work are between 9: am to 3: pm monday thru friday. Date: January 11, 2011Contractor: Connelly AssociatesClient: Eastern Petroleum Corporation | Permit type: Excavation; monitoring well (single), excavation; monitoring well (each addl) | Permit status: Permit expired | Expiration date: March 27, 2011 | Permit id: Pa59444 | |||||
SCORE 86 Paving; roadway(s) Contractor: Raymond BoissonneaultPermit status: 3 | Expiration date: April 30, 2011 | Permit id: 0 | |||||
SCORE 100 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. Date: July 5, 2016Contractor: E2cr IncClient: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: January 15, 2017 | Permit id: Pa180146 | |||||
SCORE 67 Other work related occupancy Contractor: Connelly And AssociatesPermit status: Withdrawn | Expiration date: January 15, 2011 | Permit id: 0 | |||||
SCORE 100 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. Date: May 19, 2014Contractor: E2cr IncClient: Dc Water | Permit type: Excavation; monitoring well (single) | Permit status: Permit expired | Expiration date: November 19, 2014 | Permit id: Pa95710 | |||||
SCORE 93 Construction staging area Date: July 16, 2013Contractor: Ormond JonesPermit status: Permit expired | Expiration date: August 2, 2013 | Permit id: Pa10103405 | |||||
SCORE 99 Construction staging area Date: June 17, 2014Contractor: E2cr C O Siva BaluPermit status: Permit expired | Expiration date: July 16, 2014 | Permit id: Pa10142223 | |||||
SCORE 89 Construction staging area Date: October 24, 2014Contractor: J Fletcher Creamer And SonPermit status: Permit expired | Expiration date: November 30, 2014 | Permit id: Pa10163453 | |||||
SCORE 99 Construction staging area Date: August 19, 2016Contractor: E2cr C O Siva BaluPermit status: Permit expired | Expiration date: September 16, 2016 | Permit id: Pa10331423 |
