Building Permits at 41 L St Se, Washington, DC 20003

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RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
Temporary geotechnical soil borings number of borings: 3 depth of borings: ft drilling method: 3. 25 inch hollow stem auger hole diameter: 5 inches well abandonment procedure: tremie grouting with bentonite grout
Date:  October 24, 2014

Client: Bill Cummings Poc For Wmata, Mrp Realtycas Riegler | Applicant: Eoin Durcan Poc For Schnabel Engineering | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400457
2014/10/2409541 L St Se Washington Dc 20003
Gsi plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion.
Date:  August 20, 2014

Client: Washington Metropolitan Area Transit Authority (wmata) | Applicant: Samir Alqutri - Geotechnical Solutions, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402
2014/08/2009541 L St Se Washington Dc 20003
SCORE
61
Due diligence investigation: installation of five 3-inch diameter geoprobe soil borings extending to depths of 25 feet below grade. Borings will be abandoned on the same day as drilling via tremigrout application of bentonite slurry consisting of two pounds of bentonite powder to one gallon of water.
Date:  April 30, 2015
Contractor: John Diehl C O Ecc Inc

Client: Washington Metropolitan Area Transit Authority Co Mrp Realty | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500258
2015/04/3006141 L St Se, Washington, Dc 20003John Diehl C O Ecc Inc
SCORE
72
Gsi plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion.
Date:  August 20, 2014
Contractor: Samir Alqutri Geotechnical Solutions Inc

Client: Washington Metropolitan Area Transit Authority (wmata) | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402
2014/08/2007241 L St Se, Washington, Dc 20003Samir Alqutri Geotechnical Solutions Inc
SCORE
76
Temporary geotechnical soil borings number of borings: 3 depth of borings: ft drilling method: 3. 25 inch hollow stem auger hole diameter: 5 inches well abandonment procedure: tremie grouting with bentonite grout
Date:  October 24, 2014
Contractor: Eoin Durcan Poc For Schnabel Engineering

Client: Bill Cummings Poc For Wmata, Mrp Realty Cas Riegler | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400457
2014/10/2407641 L St Se, Washington, Dc 20003Eoin Durcan Poc For Schnabel Engineering
SCORE
72
Gsi plans to drill 4 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion.
Date:  August 20, 2014
Contractor: Samir Alqutri Geotechnical Solutions, Inc

Client: Washington Metropolitan Area Transit Authority (wmata) | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400402
2014/08/2007241 L St Se, Washington, Dc 20003Samir Alqutri Geotechnical Solutions, Inc
SCORE
61
Due diligence investigation: installation of five 3-inch diameter geoprobe soil borings extending to depths of 25 feet below grade. Borings will be abandoned on the same day as drilling via tremigrout application of bentonite slurry consisting of two pounds of bentonite powder to one gallon of water.
Date:  April 30, 2015
Contractor: John Diehl C O Ecc, Inc

Client: Washington Metropolitan Area Transit Authority C O Mrp Realty | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500258
2015/04/3006141 L St Se, Washington, Dc 20003John Diehl C O Ecc, Inc
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