Content | Date | Cost | Contractor Rank | Address | Contractor |
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SCORE 89 301 N Street Ne Washington Dc We will perform a total of five (5) soil borings to an approximate depth of 75 feet within the alleyway. 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 approximately 6-inch annulus. Upon completion of the borings, we will backfill the borings with a bentonite grout in accordance with ddoe requirements, and patch both the alleyway and sidewalks with a concrete patch of equal or greater thickness than the existing slabs. Date: February 11, 2015 Contractor: Nicolas Waugh Permit type: Excavation; boring t | Permit id: Pa105912 | |||||
SCORE 89 1017 12th Street Nw Washington Dc We will perform a total of one (1) soil boring to an approximate depth of feet along the sidewalk of 12th street . The boring will be drilled utilizing 3. 25-inch hollow stem continuous flight augers. The boring will be performed utilizing a truck mounted drill rig and will generate an approximate 6-inch annulus. Upon completion we will backfill the boring with a bentonite grout in accordance with ddoe requirements, and patch the alleyway with a concrete patch of equal or greater thickness than the existing slab. Date: March 12, 2015 Contractor: Nicolas Waugh Client: The Hill Group (co Marcus Cross) | Permit type: Excavation; boring t | Permit id: Pa107248 | |||||
SCORE 89 1711 Rhode Island Avenue Nw Washington Dc We will perform two borings to a depth of 55 feet below the ground surface. The borings will be drilled using 4. 25 inch hollow stem, continuous flight augers and will generate a 6-inch annulus. After getoetehnical exploration is compelted, the borings will be backfilled - in accordance with doee requirements - with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Date: July 20, 2016 Contractor: Nicolas Waugh Client: Ymca Metropolitan Washington C O Andrei Ponomarev | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Revise and resubmit | Expiration date: January 27, 2017 | |||||
SCORE 89 1711 Rhode Island Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Nicolas Waugh Permit status: 10 | Expiration date: January 27, 2017 | Permit id: 0 | |||||
SCORE 89 1724 Kalorama Rd Nw 100, Washington, Dc 20009 We will perform a total of two soil borings at the proposed site. The borings will be advanced to depths of feet and feet. The borings will be located withing the bounds of the private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring 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 a consistency of two pounds bentonite to one gallon water. Date: December 29, 2014 Contractor: Nicolas Waugh Client: Murillo Malnati Group | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500094 | |||||
SCORE 89 2907 Branch Ave Se, Washington, Dc 20020 We will perform two soil borings on the proposed site. The borings will be advanced to a depth of feet. Additionally, 4 soil borings and 4 infiltration auger probes will be performed on the proposed site and 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 (b1, 2, 3 4, 13, 14, a1, 2, 3, 4) will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings auger probes will be perfromed 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 bia a positive-displacement pump from the bottom of the borehole auger probe. Date: March 19, 2015 Contractor: Nicolas Waugh Client: Hillcrest Homes Associated Ltd Partnership C O Ken Jonmarie | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500208 | |||||
SCORE 89 3428 4th St Se, Washington, Dc 20032 We will perform two soil borings on the proposed site. The soil borings will each be advanced to a depth of 35 feet. Additionally, five soil borings and five infiltration auger probes will be performed on the proposed site and will be advanced to depths of feet and 8 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: February 27, 2015 Contractor: Nicolas Waugh Client: Sw Church Of Christ C O Spencer Merritt | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500172 | |||||
SCORE 89 1827 Wiltberger St Nw, Washington, Dc 20001 We will be perfroming 3 total borings on the proposed site. 1 geotechnical boring to a depth of feet below ground surface with an approximate 6-inch annulus and 2 environmental borings to a depth of 35 feet below ground surface or to ground water, whichever is encountered first. Borings will be backfilled with a bentonite slurry consisting of two pounds bentonite to one gallon water via tremie-grouting. Date: June 12, 2015 Contractor: Nicolas Waugh Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500319 | |||||
SCORE 89 16 North Capitol St Nw, Washington, Dc 20002 We will perform a total of three soil borings on the proposed site. The soil borings will be advanced to a depth of feet below 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 ddoe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Date: May 27, 2015 Contractor: Nicolas Waugh Client: Five Q Llc Co Joe Mamo | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500298 | |||||
SCORE 89 505 Morse Street Ne Washington Dc We will perform a total of two (2) soil borings to an approximate depth of feet within the alleyway and on the sidewalk along morse street. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck mounted drill right and will generate an approximately 6-inch annulus. Upon completion of the borings, we will backfill the borings with a bentonite grout in accordance with ddoe requirements, and patch both the alleyway and the sidewalk with a concrete patch of equal or greater thickness than the existing slabs. Date: July 12, 2017 Contractor: Nicolas Waugh Client: Industrious C O Ali Fardshisheh | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: November 3, 2017 | Permit id: 0 | |||||
SCORE 89 301 N Street Ne Washington Dc We will perform a total of five (5) soil borings to an approximate depth of 75 feet within the alleyway. 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 approximately 6-inch annulus. Upon completion of the borings, we will backfill the borings with a bentonite grout in accordance with ddoe requirements, and patch both the alleyway and sidewalks with a concrete patch of equal or greater thickness than the existing slabs. Date: February 11, 2015 Contractor: Nicolas Waugh Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: April 30, 2015 | Permit id: Pa105912 | |||||
SCORE 89 1017 12th Street Nw Washington Dc We will perform a total of one (1) soil boring to an approximate depth of feet along the sidewalk of 12th street . The boring will be drilled utilizing 3. 25-inch hollow stem continuous flight augers. The boring will be performed utilizing a truck mounted drill rig and will generate an approximate 6-inch annulus. Upon completion we will backfill the boring with a bentonite grout in accordance with ddoe requirements, and patch the alleyway with a concrete patch of equal or greater thickness than the existing slab. Date: March 12, 2015 Contractor: Nicolas Waugh Client: The Hill Group (c O Marcus Cross) | Permit type: Excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: June 4, 2015 | Permit id: Pa107248 | |||||
SCORE 89 1711 Rhode Island Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Nicolas Waugh Permit status: 10 | Expiration date: January 27, 2017 | Permit id: 0 | |||||
SCORE 89 505 Morse Street Ne Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Nicolas Waugh Permit status: 1 | Expiration date: November 3, 2017 | Permit id: 0 | |||||
SCORE 89 Date: September 26, 2017 Contractor: Nicolas Waugh Permit status: Issued | Expiration date: October 25, 2017 | Permit id: Pa10461648 |