Building Permits at 84 Rhode Island Avenue Nw Washington DC


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Based on the information received from building department, associated with 84 Rhode Island Avenue Nw Washington DC over the past .

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RECENT PROJECTS


Content Date Cost Contractor Rank Address Contractor
Dccr proposes to drill one geotechnical boring (nebbc-75) located in the green space at the south eastern corner of the intersection between rhode island avenue and 1st street nw. The boring will be 8 inches diameter and 1 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer will be installed at 75 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.
Date:  July 5, 2016

Client: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: January 15, 2017 | Permit id: Pa180141
2016/07/0509584 Rhode Island Avenue Nw Washington Dc
SCORE
99
Construction staging area
Date:  July 25, 2016
Contractor: E2cr C O Siva Balu

Permit status: Expired | Expiration date: August 25, 2016 | Permit id: Pa10326323
2016/07/2509984 Rhode Island Avenue Nw Washington DcE2cr C O Siva Balu
SCORE
100
Dccr proposes to drill one geotechnical boring (nebbc-75) located in the green space at the south eastern corner of the intersection between rhode island avenue and 1st street nw. The boring will be 8 inches diameter and 1 feet bgs, drilled by mud rotary methods. A vibrating wire piezometer will be installed at 75 feet bgs. All drilling generated waste will be drummed (solids and liquids), tested and shipped offsite for disposal. In the event the well is not completed within 1 day, the well shall be covered protected from surface water drainage, and the vertical migration of contaminants and other materials through the well casing and well annulus. A locking well cap will be installed and the rig parked over the excavation to prohibit vandalism. No drilling spoils or excavated soils will be used as backfill. See idw management plan and attached schematics for additional information.
Date:  July 5, 2016
Contractor: E2cr Inc

Client: Dc Water | Permit type: Excavation; boring test pit (single) | Permit status: Issued | Expiration date: January 15, 2017 | Permit id: Pa180141
2016/07/05010084 Rhode Island Avenue Nw Washington DcE2cr Inc
SCORE
99
Construction staging area
Date:  September 2, 2016
Contractor: E2cr C O Siva Balu

Permit status: Permit expired | Expiration date: September 29, 2016 | Permit id: Pa10334560
2016/09/0209984 Rhode Island Avenue Nw Washington DcE2cr C O Siva Balu
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