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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 86 Douglas Street Ne And Kenilworth Avenue Ne Washington Dc A suspended roadway letter is required a total of six (6) soil test borings will be drilled at the above referenced site for our subsurface exploration. The boring will be drilled using hollow-stem augers and mud rotary drilling technique. 4" diameter continuous steel casing will be used where contamination is present. The borings will extend to a maximum depth of feet below current site grades. The borings will be drilled using a truck-mounted drill rig. We anticipate that the maximum annular diameter of the hole from the field exploration including the auger flights will be about 10-inches. The soil sampling interval will be every 2. 5 feet within the upper feet of the boring, followed by every 5 feet to the maximum depth explored. The samples will be containerized in glass jars for geotechnical classification and laboratory testing.  Date: September 22, 2015 Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Cancel/withdrawn | Expiration date: December 31, 2015 | |||||
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 | |||||
SCORE 86 Date: December 7, 2015Contractor: Dmy Engineering Consultants IncPermit status: Expired | Expiration date: June 3, 2016 | Permit id: Pa10222531 | |||||
SCORE 86 Date: November 5, 2015Contractor: Dmy Engineering Consultants IncPermit status: Expired | Expiration date: May 2, 2016 | Permit id: Pa10218807 | |||||
SCORE 86 Douglas Street Ne And Kenilworth Avenue Ne Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Dmy Engineering Consultants IncPermit status: 3 | Expiration date: December 31, 2015 | 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 31 Macomb St Nw, Washington, Dc 20008 A total of two 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. Upon completion of the drilling, 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 per ddoe permit. Date: March 30, 2015Contractor: Dmy Engineering Consultants IncClient: Tregaron Conservancy | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500228 | |||||
SCORE 86 1 Stoddert Pl Se, Washington, Dc 20019 A total of two 6-inch diameter soil test borings will be drilled using 2. 25 inch continuous hollow stem flight augers for geotechnical purposes. The borings will extend to a maximum 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 boreholes will be grouted with bentonite slurry 2 lbs bentonite to 1 gallon of water and the auger cuttings and all other investigation derived waste idw will be containerized in sealed drums per ddoe permit. Please see attached work plan. Date: May 18, 2015Contractor: Dmy Engineering Consultants IncClient: Dpr | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500279 | |||||
SCORE 86 Douglas Street Ne And Kenilworth Avenue Ne Washington Dc A suspended roadway letter is required a total of six (6) soil test borings will be drilled at the above referenced site for our subsurface exploration. The boring will be drilled using hollow-stem augers and mud rotary drilling technique. 4" diameter continuous steel casing will be used where contamination is present. The borings will extend to a maximum depth of feet below current site grades. The borings will be drilled using a truck-mounted drill rig. We anticipate that the maximum annular diameter of the hole from the field exploration including the auger flights will be about 10-inches. The soil sampling interval will be every 2. 5 feet within the upper feet of the boring, followed by every 5 feet to the maximum depth explored. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. Contractor: Dmy Engineering Consultants IncPermit status: Cancel/withdrawn | Expiration date: December 31, 2015 | 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 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 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, 2017Contractor: Dmy Engineering Consultants IncPermit type: Excavation; boring test pit (single) | Permit status: Assigned | Expiration date: October 23, 2018 | Permit id: 0 | |||||
SCORE 86 Douglas Street Ne And Kenilworth Avenue Ne Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Dmy Engineering Consultants IncPermit status: 3 | Expiration date: December 31, 2015 | Permit id: 0 | |||||
SCORE 86 7 999 Block Of Gresham Place Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Dmy Engineering Consultants IncPermit status: 1 | Expiration date: November 30, 2017 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: 1 | Expiration date: November 11, 2017 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: 1 | Expiration date: November 22, 2017 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: 1 | Expiration date: November 12, 2017 | Permit id: 0 | |||||
SCORE 86 3601 3638 Block Of Georgia Avenue Nw Washington Dc Excavation; boring test pit (single), excavation; boring test pit (each addl) Contractor: Dmy Engineering Consultants IncPermit status: 12 | Expiration date: September 12, 2017 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: 1 | Expiration date: November 3, 2017 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: 12 | Expiration date: October 23, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved | Expiration date: March 5, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved | Expiration date: February 19, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Assigned | Expiration date: February 10, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved | Expiration date: February 18, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Assigned | Expiration date: February 8, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved | Expiration date: February 16, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Resubmit | Expiration date: March 24, 2018 | Permit id: 0 | |||||
SCORE 86 Douglas Street Ne And Kenilworth Avenue Ne Washington Dc A suspended roadway letter is required a total of six (6) soil test borings will be drilled at the above referenced site for our subsurface exploration. The boring will be drilled using hollow-stem augers and mud rotary drilling technique. 4" diameter continuous steel casing will be used where contamination is present. The borings will extend to a maximum depth of feet below current site grades. The borings will be drilled using a truck-mounted drill rig. We anticipate that the maximum annular diameter of the hole from the field exploration including the auger flights will be about 10-inches. The soil sampling interval will be every 2. 5 feet within the upper feet of the boring, followed by every 5 feet to the maximum depth explored. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. Contractor: Dmy Engineering Consultants IncPermit status: Cancel/withdrawn | Expiration date: December 31, 2015 | 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. Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: November 30, 2017 | 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. Contractor: Dmy Engineering Consultants IncPermit 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. Contractor: Dmy Engineering Consultants IncPermit 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. Contractor: Dmy Engineering Consultants IncPermit 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. Contractor: Dmy Engineering Consultants IncPermit 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. Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: November 3, 2017 | Permit id: 0 | |||||
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. Contractor: Dmy Engineering Consultants IncPermit status: Assigned | Expiration date: October 23, 2018 | Permit id: 0 | |||||
SCORE 86 Date: November 2, 2015Contractor: Dmy Engineering Consultants IncPermit status: Permit expired | Expiration date: April 3, 2016 | Permit id: Pa10212144 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Resubmit | Expiration date: March 24, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: March 5, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Assigned | Expiration date: February 8, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: February 19, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Assigned | Expiration date: February 10, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: February 18, 2018 | Permit id: 0 | |||||
SCORE 86 Contractor: Dmy Engineering Consultants IncPermit status: Approved (pending payment | Expiration date: February 16, 2018 | Permit id: 0 |
