We will perform a total of two soil borings on the proposed site. The borings will be advanced to a depth of 35 feet below the lowest level of the existing structure. The 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. The borings will be performed utilizing an acker soil scout rig drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled in accordance with ddoe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

All idw will be containerized. Seven 3-inch diameter geoprobe soil borings will be installed to depths of 25 feet below lowest elevation in parking garage for environmental due diligence. Each soil boring will be completed as temporary piezometers constructed of 1-inch diameter, schedule 40, pre-cleaned tri-lock pvc casing and 0. 010-inch slotted tri-lock screen. All borings will be grouted with bentonite and capped with concrete on the same day as drilling.

We will perform two soil borings on the site that will be advanced to a depth of 35 feet and one soil boring that will be advanced to a depth of feet below existing site grades, and will be located within the bounds of the private property. The borings will be drilled utilizing hollow stem, continuous flight augers. The borings will be performed utilizing a truck- or atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry. Borehole abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole.

Interior demolition of typical floor 2-7 and 8 floor

Demolition of mezzanine stair and partitions.

We will perform a total of two soil borings on the proposed site. The borings will be advanced to a depth of 35 feet below the lowest level of the existing structure. The 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. The borings will be performed utilizing an acker soil scout rig drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled in accordance with ddoe requirements with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water.

We will perform two soil borings on the site that will be advanced to a depth of 35 feet and one soil boring that will be advanced to a depth of feet below existing site grades, and will be located within the bounds of the private property. The borings will be drilled utilizing hollow stem, continuous flight augers. The borings will be performed utilizing a truck- or atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the borings will be backfilled with bentonite slurry. Borehole abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole.

All idw will be containerized. Seven 3-inch diameter geoprobe soil borings will be installed to depths of 25 feet below lowest elevation in parking garage for environmental due diligence. Each soil boring will be completed as temporary piezometers constructed of 1-inch diameter, schedule 40, pre-cleaned tri-lock pvc casing and 0. 010-inch slotted tri-lock screen. All borings will be grouted with bentonite and capped with concrete on the same day as drilling.

Advancement of two soil borings to a depth of 15 feet below the sub slab and two soil borings to a depth of 5 feet below the sub slab. Two-inch diameter monitoring wells will be installed in the borings with depth of 15 feet, and soil vapor monitoring points will be installed immediately beneath the sub slab.

Completely remove existing wall, stair and handrails, existing door and window, exterior wall, railing guard, storefront including all exterior column covers, curb, porte co chere, covered walkway structure, walkway and planter, column, ramp, existing slab, existing pool and fixtures and structure, mechanical equipment, paving ans landscape.