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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 82 8 O Street Nw Washington Dc A total of two 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of 1 feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The borings will be left open for a period of 24 hours to collect groundwater information. A slotted pvc pipe will be inserted into each hole at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore holes. After groundwater reading the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums per ddoe requirements.  Date: February 24, 2015 Contractor: Daniel PaoClient: Scripture Church Of Christ Inc | Permit type: Excavation; boring t | Permit id: Pa106576 | |||||
SCORE 82 47 Wisconsin Avenue Nw Washington Dc A total of eight 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The borings will be left open for a period of 24 hours to collect groundwater information. A pvc pipe will be inserted into each hole at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore holes. After groundwater reading the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums per ddoe permit. 3 of the borings will be used to test soil permeability rates, and 3 of the borings will be used as profile holes for the design of stormwater management facilities. Date: April 3, 2015Contractor: Daniel PaoClient: Na 47th Avenue Llc | Permit type: Excavation; boring t | |||||
SCORE 82 40 Connecticut Avenue Nw Washington Dc Two soil borings will be drilled within ddot row. Borings will be located on the sidewalk adjacent to 40 connecticut ave nw. Purpose of the work is to determine site suitability for planned infiltration system. Where necessary, sidewalk will be patched with like materials. This construction permit requires a separate occupancy permit. Date: June 10, 2014Contractor: Daniel PaoClient: Harry Skydell | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Revoked | Expiration date: September 18, 2014 | |||||
SCORE 82 Southern Avenue Se And South Capitol Street Washington Dc A total of eight (8) soil borings will be drilled in the roadway of southern ave. Both north and south bound lanes, beginning from the intersection of south capital street, 6th street, barnaby road to galveston street s. E. Where borings are drilled through existing pavement, the pavement will be patched with like materials to its existing depth. The bore holes be filled upon completion. Date: June 11, 2014Contractor: Daniel PaoClient: John Gomes | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Cancel/withdrawn | Expiration date: January 1, 2015 | |||||
SCORE 82 47 Wisconsin Avenue Nw Washington Dc A total of eight 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The borings will be left open for a period of 24 hours to collect groundwater information. A pvc pipe will be inserted into each hole at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore holes. After groundwater reading the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums per ddoe permit. 3 of the borings will be used to test soil permeability rates, and 3 of the borings will be used as profile holes for the design of stormwater management facilities. Date: April 3, 2015Contractor: Daniel PaoClient: N A 47th Avenue Llc | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Cancel/withdrawn | Expiration date: July 2, 2015 | |||||
SCORE 82 47 Wisconsin Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 3 | Expiration date: July 2, 2015 | Permit id: 0 | |||||
SCORE 82 40 Connecticut Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 5 | Expiration date: September 18, 2014 | Permit id: 0 | |||||
SCORE 82 Southern Avenue Se And South Capitol Street Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 3 | Expiration date: January 1, 2015 | Permit id: 0 | |||||
SCORE 82 Date: September 15, 2014Contractor: Daniel PaoPermit status: Expired | Expiration date: October 31, 2014 | Permit id: Pa10159837 | |||||
SCORE 82 Southern Avenue Se And South Capitol Street Washington Dc A total of eight (8) soil borings will be drilled in the roadway of southern ave. Both north and south bound lanes, beginning from the intersection of south capital street, 6th street, barnaby road to galveston street s. E. Where borings are drilled through existing pavement, the pavement will be patched with like materials to its existing depth. The bore holes be filled upon completion. Contractor: Daniel PaoPermit status: Cancel/withdrawn | Expiration date: January 1, 2015 | Permit id: 0 | |||||
SCORE 82 40 Connecticut Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 5 | Expiration date: September 18, 2014 | Permit id: 0 | |||||
SCORE 82 Southern Avenue Se And South Capitol Street Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 3 | Expiration date: January 1, 2015 | Permit id: 0 | |||||
SCORE 82 47 Wisconsin Avenue Nw Washington Dc Excavation; boring test pit (each addl), excavation; boring test pit (single) Contractor: Daniel PaoPermit status: 3 | Expiration date: July 2, 2015 | Permit id: 0 | |||||
SCORE 82 Southern Avenue Se And South Capitol Street Washington Dc A total of eight (8) soil borings will be drilled in the roadway of southern ave. Both north and south bound lanes, beginning from the intersection of south capital street, 6th street, barnaby road to galveston street s. E. Where borings are drilled through existing pavement, the pavement will be patched with like materials to its existing depth. The bore holes be filled upon completion. Contractor: Daniel PaoPermit status: Cancel/withdrawn | Expiration date: January 1, 2015 | Permit id: 0 | |||||
SCORE 82 8 O Street Nw Washington Dc A total of two 6-inch diameter soil test borings will be drilled using 2. 25-inch continuous hollow stem flight augers. The borings will extend to a maximum depth of 1 feet below current site grades using a truck-mounted drill rig. The samples will be containerized in glass jars for geotechnical classification and laboratory testing. The borings will be left open for a period of 24 hours to collect groundwater information. A slotted pvc pipe will be inserted into each hole at the completion of drilling. The pvc pipe will be capped to prevent runoff from entering the bore holes. After groundwater reading the boreholes will be grouted with bentonite slurry (2 lbs of bentonite to 1 gallon of water) and the auger cuttings and all other investigation derived waste (idw) will be containerized in sealed drums per ddoe requirements. Date: February 24, 2015Contractor: Daniel PaoClient: Scripture Church Of Christ Inc | Permit type: Excavation; boring test pit (each addl), excavation; boring test pit (single) | Permit status: Permit expired | Expiration date: June 25, 2015 | Permit id: Pa106576 | |||||
SCORE 82 Date: June 19, 2015Contractor: Daniel PaoPermit status: Permit expired | Expiration date: September 7, 2015 | Permit id: Pa10178323 |
