Content | Date | Cost | Contractor Rank | Address | Contractor |
---|---|---|---|---|---|
SCORE 73 81 85 Amory St Roxbury Ma 02119 Three geotechnical test borings for proposed apartment building at 81-85 amory street. One boring will be located on-site in an open area immediately west of the existing strucutre at the site. The remaining two borings will be located in public sidewalk and roadway areas adjacent to the site. Permit type: Excavation borings t | Permit status: Open | Current use: Other | Permit id: Sf513321 | Parcel: 1101220000 | |||||
SCORE 73 81 85 Amory St Boston Ma 02119 Three geotechnical test borings for proposed apartment building at 81-85 amory street. One boring will be located on-site in an open area immediately west of the existing strucutre at the site. The remaining two borings will be located in public sidewalk and roadway areas adjacent to the site. Client: Ural Mehmet M | Permit type: Excavation borings test pits | Permit status: Open | Current use: Other | Permit id: Sf513321 | Parcel: 1101220000 | |||||
SCORE 73 338 E Eagle St East Boston Ma 02128 Weston & sampson engineers inc. (weston & sampson) has been retained by leers weinzapfel associates architects to complete a geotechnical evaluation for the proposed east boston police station at 338 east eagle street and (zero) condor street in boston massachusetts. Our evaluation will include nine (9) test borings to investigate subsurface conditions at the site. The test borings will be observed by a weston & sampson representative and completed by new england boring contractors of brockton massachusetts. The test borings will be advanced with a truck-mounted drill rig using hollow-stem auger and drive-and-wash drilling methods to depths up to feet. Standard penetration tests will be conducted in the borings at approximate 5-ft. Intervals to obtain geotechnical samples and evaluate in-situ soil consistencies. Upon completion the boreholes will be backfilled with the cuttings removed during drilling and patched to match surrounding surfaces (e. G. Concrete or asphalt). No groundwater Client: City Of Boston | Permit type: Excavation borings test pits | Permit status: Open | Current use: Mixed | Permit id: Sf673160 | Parcel: 0103711003 | |||||
SCORE 73 8185 Amory St Boston Ma 02119 Three geotechnical test borings for proposed apartment building at 81-85 amory street. One boring will be located on-site in an open area immediately west of the existing strucutre at the site. The remaining two borings will be located in public sidewalk and roadway areas adjacent to the site. Client: Pam & Stone Llc | Permit type: Excavation borings test pits | Permit status: Expired | Current use: Other | Permit id: Sf513321 | Parcel: 1101220000 | |||||
SCORE 73 81 85 Amory St Boston Ma Three geotechnical test borings for proposed apartment building at 81-85 amory street. One boring will be located on-site in an open area immediately west of the existing strucutre at the site. The remaining two borings will be located in public sidewalk and roadway areas adjacent to the site. Client: Ural Mehmet M | Permit type: Short form bldg permit | Expiration date: February 27, 2016 | Current use: Other | Permit id: Sf513321 | Parcel: 1101220000 | |||||
SCORE 73 8185 Amory St Boston Ma Three geotechnical test borings for proposed apartment building at 81-85 amory street. One boring will be located on-site in an open area immediately west of the existing strucutre at the site. The remaining two borings will be located in public sidewalk and roadway areas adjacent to the site. Client: Pam & Stone Llc | Permit type: Short form bldg permit | Expiration date: February 27, 2016 | Current use: Other | Permit id: Sf513321 | Parcel: 1101220000 | |||||
SCORE 73 338 E Eagle St East Boston Ma Weston & sampson engineers inc. (weston & sampson) has been retained by leers weinzapfel associates architects to complete a geotechnical evaluation for the proposed east boston police station at 338 east eagle street and (zero) condor street in boston massachusetts. Our evaluation will include nine (9) test borings to investigate subsurface conditions at the site. The test borings will be observed by a weston & sampson representative and completed by new england boring contractors of brockton massachusetts. The test borings will be advanced with a truck-mounted drill rig using hollow-stem auger and drive-and-wash drilling methods to depths up to feet. Standard penetration tests will be conducted in the borings at approximate 5-ft. Intervals to obtain geotechnical samples and evaluate in-situ soil consistencies. Upon completion the boreholes will be backfilled with the cuttings removed during drilling and patched to match surrounding surfaces (e. G. Concrete or asphalt). No groundwater Client: City Of Boston | Permit type: Short form bldg permit | Expiration date: July 19, 2017 | Current use: Mixed | Permit id: Sf673160 | Parcel: 0103711003 |