Building Permits at 401 New York Avenue Ne Washington DC


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RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
SCORE
84
Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute
Date:  October 17, 2016
Contractor: Samuel Connelly

Client: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Assigned | Expiration date: March 30, 2017
2016/10/17084401 New York Avenue Ne Washington DcSamuel Connelly
SCORE
84
Excavation; bar & test boring
Date:  January 17, 2017
Contractor: Samuel Connelly

Permit status: 8 | Expiration date: March 23, 2017 | Permit id: Pa185273
2017/01/17084401 New York Avenue Ne Washington DcSamuel Connelly
SCORE
84
Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute
Date:  March 21, 2017
Contractor: Samuel Connelly

Client: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: May 22, 2017 | Permit id: Pa185273-R1
2017/03/21084401 New York Avenue Ne Washington DcSamuel Connelly
SCORE
96
The exploration will consist of three (7) soil test borings at the approximate location shown on the test boring plan. The test boring will be drilled to planned maximum depths of feet using a truck or atv mounted drill rig and 3. 25-inch hollow stem augers which will drill a 6 inch outside diameter bore hole.
Date:  April 27, 2017

Permit status: Issued | Expiration date: June 29, 2017 | Permit id: Pa203363
2017/04/27096401 New York Avenue Ne Washington DcSchnabel Engineering
SCORE
96
Installing 4 test borings 401 block of new york ave n. E. The subject site is located within the right hand lane of the westbound new york avenue ne, in washington, dc between the intersections of 9th street ne and new york avenue ne. As part of the geotechnical investigation, we propose to drill a total of 4 soil borings to a depth of to 55 ft below the ground surface. The boring diameter will be 6. 25 inches, drilled by a hollow stem auger. The boring locations are shown in attachment figure 1 (indicated as b-1 through b-4). Soil boring drilling method: hollow stem augers the borings are advanced by turning an auger with a center opening of 3 ¼ inches. A plug device blocks off the center opening while augers are advanced. Cuttings are brought to the surface by the auger flights. Sampling is performed through the center opening in the hollow stem auger, by standard methods, after removal of the plug. Immediately upon completion, all of the borings will be groute
Date:  January 17, 2017

Permit status: Issued | Expiration date: March 23, 2017 | Permit id: Pa185273
2017/01/17096401 New York Avenue Ne Washington DcSchnabel Engineering
SCORE
91
The exploration will consist of three (7) soil test borings at the approximate location shown on the test boring plan. The test boring will be drilled to planned maximum depths of feet using a truck or atv mounted drill rig and 3. 25-inch hollow stem augers which will drill a 6 inch outside diameter bore hole.
Date:  April 27, 2017
Contractor: Sam Connelly

Client: Vhb Inc | Permit type: Excavation; bar & test boring | Permit status: Issued | Expiration date: June 29, 2017 | Permit id: Pa203363
2017/04/27091401 New York Avenue Ne Washington DcSam Connelly
SCORE
96
Construction staging area
Date:  May 2, 2017

Permit status: Permit expired | Expiration date: June 29, 2017 | Permit id: Pa10397598
2017/05/02096401 New York Avenue Ne Washington DcSchnabel Engineering
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