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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
We will perform a total of six soil borings on the proposed site. Two borings will be advanced to a depth of feet below existing site grades. All borings will be located within the bounds of the private property. The borings will be drilled utilizing 4. 25-inch hollow stem, continuous flight augers and/or mud rotary drilling. The borings will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings/auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe.  Date: September 3, 2014Client: Army Distaff Foundation Inc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400437 | |||||
SCORE 74 Project name is oregon avenue nw sanitary sewer replacement. Install approximate 2,2 lf of new sewer main under oregon avenue nw from bingham drive nw to oregon knolls drive nw within the ddot right of way. Install approximate 2,1 lf of new sewer main under bingham drive nw from oregon avenue nw to and cross beach drive nw within the rock creek nps property. Approximately, 25 lf of new sewer main will be installed by trenchless methods and 18 lf of new sewer to be installed by open excavation, refer to plans for limit of disturbance and profile for limits of trenchless methods. Date: December 17, 2015 Contractor: Raymond KollockClient: Dc Water Raymond Kollock | Permit type: Civil plans | Permit status: Permit issued | Permit id: Bciv1600014 | |||||
We will perform a total of six soil borings on the proposed site. Two borings will be advanced to a depth of feet below existing site grades. All borings will be located within the bounds of the private property. The borings will be drilled utilizing 4. 25-inch hollow stem, continuous flight augers and/or mud rotary drilling. The borings will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings/auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: September 3, 2014Client: Army Distaff Foundation Inc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400437 | |||||
We will perform a total of six soil borings on the proposed site. Two borings will be advanced to a depth of feet below existing site grades. All borings will be located within the bounds of the private property. The borings will be drilled utilizing 4. 25-inch hollow stem, continuous flight augers and or mud rotary drilling. The borings will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings auger probes will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole auger probe. Date: September 3, 2014Client: Army Distaff Foundation Inc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400437 |
