Union Square III

A permit for the amount of was issued on 04/28/23 to Ownership.

Permit Details: We propose drilling two (2), seven-inch diameter geotechnical test borings (B-1 and B-2) within the private property using the hollow stem auger method to evaluate the subsurface conditions for stormwater management. The proposed test boring depths will be 14 feet. If a confining unit is encountered, outer casing will be installed which will extend 10 feet into the top of the confining unit or to the top of bedrock. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface. The boreholes will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix (at least 2 pounds bentonite powder to 1 gallon of water) from the bottom of the borehole upward. Drilling spoils, including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with Federal and District laws and regulations.

A permit for the amount of was issued on 04/28/23 to Ownership.

Permit Details: We propose drilling two (2), seven-inch diameter geotechnical test borings (B-1 and B-2) within the private property using the hollow stem auger method to evaluate the subsurface conditions for stormwater management. The proposed test boring depths will be 14 feet. If a confining unit is encountered, outer casing will be installed which will extend 10 feet into the top of the confining unit or to the top of bedrock. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface. The boreholes will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix (at least 2 pounds bentonite powder to 1 gallon of water) from the bottom of the borehole upward. Drilling spoils, including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with Federal and District laws and regulations.

A permit for the amount of was issued on 06/04/21 to Ownership.

A permit for the amount of was issued on 04/22/20 to Ownership.

Permit Details: We propose drilling three (3), nine-inch diameter geotechnical test borings (B-1, ENV-1 and ENV-2) using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be 30-100 feet below the existing ground surface. If a confining unit is encountered, outer casing will be installed which will extend 10 feet into the top of the confining unit or to the top of bedrock, whichever is encountered first. The equipment used for the test borings is shown below. Upon completion, the geotechnical test borings will be backfilled with grout to the existing ground surface within 24-hours. The borehole will be tremie-grouted in one continuous operation with a positive displacement pump using a bentonite slurry mix (at least 2 pounds bentonite powder to 1 gallon of water) from the bottom of the borehole upward. Drilling spoils including soils and water from the test borings will be containerized in 55-gallon drums to be removed for disposal after chemical laboratory results of the spoils have been received and reviewed. Spoils will be disposed of in accordance with Federal and District laws and regulations.