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SCORE 86 35 Springland Lane Nw Washington Dc One 6-inch diameter soil test boring will be drilled using continuous flight hollow stem augers. The boring will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the borehole will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete.  Date: September 11, 2017 Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Assigned | Expiration date: October 23, 2018 | Permit id: 0 |
SCORE 86 30 3099 Block Of Georgia Avenue Nw Washington Dc One 6-inch diameter soil test boring will be drilled using continuous flight hollow stem augers. The boring will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the borehole will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 31, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 11, 2017 | Permit id: 0 |
SCORE 86 3301 3399 Block Of Georgia Avenue Nw Washington Dc A one 6-inch diameter soil test boring will be drilled using continuous flight hollow stem augers. The borings will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 31, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 22, 2017 | Permit id: 0 |
SCORE 86 35 3533 Block Of Georgia Avenue Nw Washington Dc One 6-inch diameter soil test boring will be drilled using continuous flight hollow stem augers. The boring will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the borehole will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 31, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 12, 2017 | Permit id: 0 |
SCORE 86 3601 3638 Block Of Georgia Avenue Nw Washington Dc One 6-inch diameter soil test boring will be drilled using continuous flight hollow stem augers. The boring will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the borehole will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 31, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single), excavation; boring test pit (each addl) | Permit status: Assigned | Expiration date: September 12, 2017 | Permit id: 0 |
SCORE 86 3639 3649 Block Of Georgia Avenue Nw Washington Dc One 6-inch diameter soil test boring in the roadway of georgia avenue n. W will be drilled using continuous flight hollow stem augers. The boring will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the borehole will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 31, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 3, 2017 | Permit id: 0 |
SCORE 86 7 999 Block Of Gresham Place Nw Washington Dc A total of two 6-inch diameter soil test borings will be drilled using continuous flight hollow stem augers. The borings will extend to a maximum depth of 15 feet below current site grades using a truck-mounted drill rig. The samples will be containerized for geotechnical classification and laboratory testing. After boring completion, the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums. Where necessary, pavement will be patched with quick set high strength concrete. Date: July 26, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 30, 2017 | Permit id: 0 |
SCORE 86 Date: June 23, 2016Contractor: Dmy Engineering Consultants IncPermit status: Expired | Expiration date: September 21, 2016 | Permit id: Pa10311550 |
SCORE 86 Date: December 7, 2015Contractor: Dmy Engineering Consultants IncPermit status: Expired | Expiration date: June 3, 2016 | Permit id: Pa10222531 |
SCORE 86 Date: December 7, 2015Contractor: Dmy Engineering Consultants IncPermit status: Expired | Expiration date: June 3, 2016 | Permit id: Pa10222531 |
