Content | Date | Cost | Contractor Rank | Address | Contractor |
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SCORE 80 12 1399 Block Of Delaware Avenue Sw Washington Dc Using hollow stem auger method, we will drill two 6 inch diameter geotechnical soil borings to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: March 13, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: May 20, 2017 | Permit id: Pa198740 | |||||
SCORE 80 16 1699 Block Of 2nd Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Denied | Expiration date: April 30, 2017 | Permit id: 0 | |||||
SCORE 80 8 899 Block Of New Jersey Avenue Nw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: February 24, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: April 24, 2017 | Permit id: Pa198723 | |||||
SCORE 80 4 499 Block Of New Jersey Avenue Nw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: April 21, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: June 16, 2017 | Permit id: Pa198725 | |||||
SCORE 80 2 299 Block Of 4th Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Nearest building to the borehole is the smithsonian national air and space museum. Trees and building structures are greater than feet from borehole location. Date: February 24, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: May 6, 2017 | Permit id: Pa198733 | |||||
SCORE 80 7 9 Block Of 4th Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: April 21, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: June 15, 2017 | Permit id: Pa198736 | |||||
SCORE 80 9 999 Block Of Delaware Avenue Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Assigned | Expiration date: September 2, 2017 | Permit id: 0 | |||||
SCORE 80 6 699 Block Of New Jersey Avenue Nw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Sidewalks in the work zone area will be closed for a maximum of 2 hours. Date: March 13, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: May 12, 2017 | Permit id: Pa198724 | |||||
SCORE 80 1 199 Block Of 4th Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: June 12, 2017 Contractor: Katherine Fordney Permit status: Issued | Expiration date: July 28, 2017 | Permit id: Pa198732 | |||||
SCORE 80 3 349 Block Of I Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. The work zone is next to the sidewalk, but the sidewalk shall remain open at all times excluding the time it takes for the drilling equipment to cross the sidewalk. Date: June 12, 2017 Contractor: Katherine Fordney Permit status: Issued | Expiration date: July 1, 2017 | Permit id: Pa198738 | |||||
SCORE 80 4 499 Block Of New Jersey Avenue Nw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Approved (pending payment | Expiration date: August 15, 2017 | Permit id: 0 | |||||
SCORE 80 7 9 Block Of 4th Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Approved (pending payment | Expiration date: August 14, 2017 | Permit id: 0 | |||||
SCORE 80 15 Dupont Circle Nw Washington Dc Using the hollow stem auger method, we will drill one, 6-inch diameter test borings to further evaluate the subsurface conditions in the proposed building are. The test boring will be drilled a depth of feet. If sand is encountered while drilling, outer casing will be used. A pvc pipe will be used for temporary ground water well monitoring. Date: August 13, 2015 Contractor: Katherine Fordney Client: Sb- Urban | Permit type: Excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: December 17, 2015 | Permit id: Pa114298 | |||||
SCORE 80 9 999 Block Of Delaware Avenue Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Date: July 13, 2017 Contractor: Katherine Fordney Permit status: Permit expired | Expiration date: September 7, 2017 | Permit id: Pa198739 | |||||
SCORE 80 16 1699 Block Of 2nd Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Denied | Expiration date: April 30, 2017 | Permit id: 0 | |||||
SCORE 80 412 499 Block Of 4th Street Sw Washington Dc Using hollow stem auger method, we will drill a 6 inch diameter geotechnical soil boring to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Denied | Expiration date: April 30, 2017 | Permit id: 0 | |||||
SCORE 80 12 1399 Block Of Delaware Avenue Sw Washington Dc Using hollow stem auger method, we will drill two 6 inch diameter geotechnical soil borings to a depth of feet for subsurface investigation of the proposed pepco project. All spoils will be containerized in 55-gallon drums and removed from site upon the results of environmental classification. Boreholes will be backfilled with a 60: ratio of bentonite powder to cement for paved areas and grouted with 2 pounds of bentonite powder to 1 gallon of water for non-paved areas. Paved areas will also include a concrete plug and an asphalt or concrete surface patch to match the surrounding pavement. Contractor: Katherine Fordney Permit status: Approved (pending payment | Expiration date: September 17, 2017 | Permit id: 0 |