Building Permits at 6961 Maple St Nw Washington DC 20012

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Based on the information received from building department, associated with 6961 Maple St Nw Washington DC 20012 over the past .

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RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe 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 3, 2014

Client: Jemals Takoma Park, Llc | Applicant: Jemals Takoma Park, Llc; Ecs Mid-Atlantic, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400134
2014/02/030956961 Maple St Nw Washington Dc 20012
SCORE
56
We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe 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 3, 2014
Contractor: Jemals Takoma Park Llc Ecs Midatlantic Llc

Client: Jemals Takoma Park, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400134
2014/02/030566961 Maple St Nw, Washington, Dc 20012Jemals Takoma Park Llc Ecs Midatlantic Llc
SCORE
56
We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe 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 3, 2014
Contractor: Jemals Takoma Park Llc; Ecs Midatlantic Llc

Client: Jemals Takoma Park, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400134
2014/02/030566961 Maple St Nw, Washington, Dc 20012Jemals Takoma Park Llc; Ecs Midatlantic Llc
SCORE
56
We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring auger probe will be located within the bounds of the property. The boring auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring auger probe 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 3, 2014
Contractor: Jemals Takoma Park, Llc; Ecs Midatlantic, Llc

Client: Jemals Takoma Park, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400134
2014/02/030566961 Maple St Nw, Washington, Dc 20012Jemals Takoma Park, Llc; Ecs Midatlantic, Llc
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