64 New York Ave. NE

A permit for the amount of was issued on 06/02/22 to Ownership.

Permit Details: This project involves adding 11 new antennas and 11 new RRHs. Additionally, there will be 11 existing antennas removed and 14 existing RRHs removed.

A permit for the amount of was issued on 05/09/22 to Ownership.

Permit Details: Excavate to replace frame and cover, manhole roof for Verizon manhole #1399 in the roadway of 1st Street NE and O Street NE in front of 64 New York Avenue NE for a DDOT roadway project in the Wendy's circle as shown on job 1A4UE3X.

A permit for the amount of was issued on 03/30/22 to Ownership.

Permit Details: Excavate to replace frame and cover, manhole roof for Verizon manhole #1399 in the roadway of 1st Street NE and O Street NE in front of 64 New York Avenue NE for a DDOT roadway project in the Wendy's circle as shown on job 1A4UE3X.

A permit for the amount of was issued on 02/15/22 to Ownership.

A permit for the amount of was issued on 05/13/20 to Ownership.

Permit Details: We propose drilling nine (9), seven-inch diameter geotechnical test borings (B-01 to B-09) using the hollow stem auger method to evaluate the subsurface conditions. The proposed test boring depths will be 70 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. Due to a potential for encountering contaminated soils on the site from near-by leaking underground storage tanks nearby, an outer casing may be utilized during the drilling of all soil borings. If a confining unit is encountered, an outer casing will be installed to extend ten (10) feet into the top of the unconsolidated sediments or to the top of bedrock, whichever is encountered first, to prevent contamination migration to the groundwater table. 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.