Content | Date | Cost | Contractor Rank | Address | Contractor |
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SCORE 71 20 M St Nw, Washington, Dc 20036 We will perform a total of one soil boring extended to feet below existing site grades. The boring will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximately 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled with bentonite slurry, 2lbs bentonite powder to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole. Date: August 18, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: M St. Holdings, Llc C O Erich Heger - Tishman Speyer | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500410 | |||||
SCORE 71 236 Massachusetts Ave Ne, Washington, Dc 20002 We will perform a total of 2 soil borings on the proposed site. The borings will be advanced to a depth of feet below existing site grades. The borings will be located within the bounds of private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers, the borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is comleted, the borings will be backfilled in accordance with ddoe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Date: October 1, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: Massachusetts Avenue Properties, Llc C O Harold Bingham | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500456 | |||||
SCORE 71 301 Florida Ave Ne, Washington, Dc 20002 We will perform a total of 3 soil test borings extended to a depth of feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, 2 lbs bentonite to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole. Date: September 10, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: John A Booker Jr | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500442 | |||||
SCORE 71 4555 Overlook Ave Sw, Washington, Dc 20375 We will perform a total of two soil borings on the proposed site. The borings will be advanced to depths of 40ft below the existing site grades. The borings will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled in accordance with dooe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Date: November 10, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: United States Of America | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600025 | |||||
SCORE 71 1744 D St Ne, Washington, Dc 20002 We will perform a total of 1 geotechnical soil boring on the proposed site. The geotechnical soils boring will be advanced to a depth of feet below existing site grades. The boring will be located within the bounds of private property. The boring will be drilled utilizing 3. 25 inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck mounted drill rig and will generate an approximate 6 inch annulus. After geotechnical exploration is completed, the boring will be backfilled in accordance with ddoe requirements with bentonite slurry, which has the consistency of two pounds bentonite powder to one gallon water. Date: April 20, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: C O Jim Collin, The Collin Group Edge Investment Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500262 | |||||
SCORE 71 1519 4th St Nw, Washington, Dc 20001 We will perform a total of two soil borings extended to a depth of feet below existing site grades. The boring will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximately 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled with bentonite slurry, 2lbs benonite powder to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole. Date: August 18, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: Washington Masjid Of The American Muslim Mission C O Ahmet Kilic | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500425 | |||||
SCORE 71 3 17th St Se, Washington, Dc 20003 We will perform a total of 2 soil borings to a depth of 25 feet below the existing site grades. The borings will be drilled utilizing 3. 25-inch hollow-stem, continuous flight augers and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry, 2lbs bentonite to 1 gallon water. Borehole abandonment will be performed by tremie-grouting via a positive displacement pump from the bottom of the borehole. Date: October 14, 2015 Contractor: Ecs Midatlanti C O Rebecca Ruschman Client: Ruben C Deyo | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600005 |