Ecs Capitol Services Pllc

RECENT PROJECTS

Content	Date	Contractor Rank	Address	Contractor
SCORE 89 5715 Broad Branch Rd Nw, Washington, Dc 20015 We will perform eight soil brings on the proposed site. The soil borings will each be advanced to a depth of feet. Additionally, four soil borings and four infiltration auger probes will be performed on the proposed site and will be advanced to depths of feet and 15 feet, respectively. The borings/auger probes will be located within the bounds of the property. The borings/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings/auger probes will be performed utilizing an atv and/or truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings/auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: July 18, 2014 Contractor: Ecs Capitol Services Pllc Client: District Of Columbia Public Schools Co Hartman-Cox Architects \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400362	2014/07/18	89	5715 Broad Branch Rd Nw, Washington, Dc 20015	Ecs Capitol Services Pllc
SCORE 89 50 Hayes Street Ne Washington Dc Two soil borings with infiltration auger probes approximately six inches in diameter and ten feet in depth with a geotechnical drill rig. Date: August 27, 2013 Contractor: Ecs Capitol Services Pllc Client: Aj Architects \| Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) \| Permit status: Cancel/withdrawn \| Expiration date: January 2, 2014	2013/08/27	89	50 Hayes Street Ne Washington Dc	Ecs Capitol Services Pllc
SCORE 89 1315 Clifton St Nw, Washington, Dc 20009 Ecs will employ a geoprobe direct-push drill rig to collect soil samples from 6 boring locations on the property. The resulting bore holes will be 2 inches in diameter. Soil borings will be advanced to 15 feet below grade. Investigation derived waste will be containerized, tested by a lab and shipped off-site for disposal. Borings will be abandoned with a bentonite slurry mix using a 2 to 1 ratio of bentonite powder to water. Date: April 1, 2015 Contractor: Ecs Capitol Services Pllc Client: Haile Tekle \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500223	2015/04/01	89	1315 Clifton St Nw, Washington, Dc 20009	Ecs Capitol Services Pllc
SCORE 89 1 Gallatin St Ne, Washington, Dc 20011 We will perform a total of eleven soil borings and five auger probes at the proposed site. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing an atv mounted drill rig and will generate an approximately 6-inch annulus. Borings will be advanced to depths as follows: 6 borings to feet and 5 borings to feet. The five auger probes will be advanced to a depth of 8 feet. Backfill of the borings upon completion will be with bentonite slurry that has a mix design of two bentonite powder to one gallon of water. Date: July 13, 2015 Contractor: Ecs Capitol Services Pllc Client: United States Of America ? District Of Columbia \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500358	2015/07/13	89	1 Gallatin St Ne, Washington, Dc 20011	Ecs Capitol Services Pllc
SCORE 89 1875 Columbia Rd Nw, Washington, Dc 20009 We will perform eight soil borings and eight infiltration auger probes on the proposed site. The soil borings and auger probes will be advanced to depths of 15 feet and feet, respectively. The borings/auger probes will be located within the bounds of the property. The borings/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings/auger probes will be performed utilizing an atv and/or truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings/auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: July 18, 2014 Contractor: Ecs Capitol Services Pllc Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400363	2014/07/18	89	1875 Columbia Rd Nw, Washington, Dc 20009	Ecs Capitol Services Pllc
SCORE 89 901 G St Nw, Washington, Dc 20001 5 soil boaring will be advanced to feet below grade or refusal - whichever is encountered first-using a geoprobe drilling rig. Teh resulting bore holes will be 2 inches diameter. Investigation derived waste will be containerized, tested by a lab, and shipped offsite for disposal. Boarings will be abandoned witha bentonite slurry mix using a 2 to 1 ratio of bentonite powder to water. Date: September 29, 2014 Contractor: Ecs Capitol Services Pllc Client: District Of Columbia District Of Columbia \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1400472	2014/09/29	89	901 G St Nw, Washington, Dc 20001	Ecs Capitol Services Pllc
SCORE 89 12 3rd St Ne, Washington, Dc 20002 15 environmental soil borings will be advanced to 35- feet below grade, groundwater, or depth of planned excavation whichever is encountered first using a geoprobe drilling rig. The resulting bore holes will be 2 inches in diameter. Geotechnical soil borings will be advanced with a truck or atv mounted geotech drill rig. 5 will go to ftbg and 5 will go to 1 ftbg. The resulting bore holes will be 6 inches in diameter. Investigation derived waste will be containerized, tested by a lab, and shipped offsite for disposal. Borings will be abandoned with a bentonite slurry mix using a 2 to 1 ratio of bentonite powder to water. Date: December 11, 2014 Contractor: Ecs Capitol Services Pllc Client: Central Armature Works \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1500035	2014/12/11	89	12 3rd St Ne, Washington, Dc 20002	Ecs Capitol Services Pllc
SCORE 89 3219 O St Nw, Washington, Dc 20007 11 borings and 2 auger probes will be advanced using 3. 25 inch hollow stem augers to create a 6 inch annulus. 3 test pits will be advanced at corners of the site. Borings will be advanced to depths as follows: 3 to feet and 8 to 15 feet. Probes will be advanced to a depth of 13 feet. Infiltration testing in accordance with doee standards will be performed within the auger probes. Monitoring wells will be installed in the 3, 30-foot deep borings in accordance with doee requirements. Borings and probes will be abandoned in accordance with doee requirements. Date: March 1, 2016 Contractor: Ecs Capitol Services Pllc Client: Washington Dc Dept. Of General Services \| Permit type: Miscellaneous \| Permit status: Permit issued \| Permit id: Sb1600122	2016/03/01	89	3219 O St Nw, Washington, Dc 20007	Ecs Capitol Services Pllc
SCORE 89 North Capitol Street And Michigan Avenue Nw Washington Dc Construction staging area Date: September 12, 2013 Contractor: Ecs Capitol Services Pllc Permit status: Expired \| Expiration date: October 13, 2013 \| Permit id: Pa10110367-R1	2013/09/12	89	North Capitol Street And Michigan Avenue Nw Washington Dc	Ecs Capitol Services Pllc
SCORE 89 North Capitol Street And Michigan Avenue Nw Washington Dc Forty-one soil borings and one monitoring well with a geotechnical drill rig adjacent to the mcmillan sand filtration site. Date: July 22, 2013 Contractor: Ecs Capitol Services Pllc Client: Vision Mcmillan Partners \| Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single), excavation; monitoring well (single) \| Permit status: Permit expired \| Expiration date: October 17, 2013 \| Permit id: Pa84914	2013/07/22	89	North Capitol Street And Michigan Avenue Nw Washington Dc	Ecs Capitol Services Pllc
SCORE 89 50 Hayes Street Ne Washington Dc Two soil borings with infiltration auger probes approximately six inches in diameter and ten feet in depth with a geotechnical drill rig. Contractor: Ecs Capitol Services Pllc Permit status: Cancel/withdrawn \| Expiration date: January 2, 2014 \| Permit id: 0		89	50 Hayes Street Ne Washington Dc	Ecs Capitol Services Pllc
SCORE 89 North Capitol Street And Michigan Avenue Nw Washington Dc Construction staging area Date: August 20, 2013 Contractor: Ecs Capitol Services Pllc Permit status: Permit expired \| Expiration date: September 14, 2013 \| Permit id: Pa10110367	2013/08/20	89	North Capitol Street And Michigan Avenue Nw Washington Dc	Ecs Capitol Services Pllc
SCORE 89 50 Hayes Street Ne Washington Dc Two soil borings with infiltration auger probes approximately six inches in diameter and ten feet in depth with a geotechnical drill rig. Contractor: Ecs Capitol Services Pllc Permit status: Cancel/withdrawn \| Expiration date: January 2, 2014 \| Permit id: 0		89	50 Hayes Street Ne Washington Dc	Ecs Capitol Services Pllc

ECS CAPITOL SERVICES PLLC