Content | Date | Cost | Contractor Rank | Address | Contractor |
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SCORE 86 The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe/wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper. ![]() ![]() Client: Georgetwon Hillside, Llc. Georgetwon Hillside, Llc. | Permit type: Excavation; boring test pit (single) | Permit status: Approved (pending payment | Expiration date: October 16, 2014 | |||||
SCORE 86 The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper. ![]() ![]() Client: Georgetwon Hillside, Llc. Georgetwon Hillside, Llc. | Permit type: Excavation; boring test pit (single) | Permit status: Revoked | Expiration date: October 16, 2014 | |||||
SCORE 86 Excavation; boring test pit (single) ![]() Permit status: 5 | Expiration date: October 16, 2014 | Permit id: 0 | |||||
SCORE 86 The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper. ![]() Permit status: Revoked | Expiration date: October 16, 2014 | Permit id: 0 | |||||
SCORE 89 Construction staging area ![]() Permit status: Permit expired | Expiration date: April 17, 2016 | Permit id: Pa10213762-R2 | |||||
SCORE 86 Excavation; boring test pit (single) ![]() Permit status: 5 | Expiration date: October 16, 2014 | Permit id: 0 | |||||
SCORE 86 The proposed work consist on drilling 2 soil borings in the roadway of prospect street nw between 37th and 36th street nw. The soil borings diameter five inched by depth. Upon completion , borings will be grouted using a bentonite slurry (two pound bentonite powder to one gallon water) tremie grouted from the bottom up using a positive displacement pump, and abandoned. As per site plans, work plan report, ddoe-dc well construciton & schematic forms. All work will be done under ddoe wqd and ddot regulation. If a major, laterally-continuous, confining layer is encountered, please use a permanent outer casing firmly planted ( ft) into this confining layer, before advancing any deeper. ![]() Permit status: Revoked | Expiration date: October 16, 2014 | Permit id: 0 | |||||
SCORE 89 Construction staging area ![]() Permit status: Permit expired | Expiration date: December 19, 2015 | Permit id: Pa10213762 | |||||
SCORE 89 Construction staging area ![]() Permit status: Permit expired | Expiration date: June 16, 2016 | Permit id: Pa10213762-R3 |