Content | Date | Cost | Contractor Rank | Address | Contractor |
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Installation of sixteen 3-inch diameter geoprobe soil borings to 25 feet below grade as part of environmental due diligence. Eight borings will be completed as temporary piezometers using 1-inch diameter schedule pvc pipe. Borings will be grouted shut on the same day as drilling in accordance with doee-wqd regulations. Idw will be characterized and properly managed. Date: October 28, 2015 Client: Na Buzzard K Llc | Applicant: Ecc, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600022 | |||||
SCORE 82 Gsi plans to drill 6 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of 1 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. See attached work plan. Date: July 31, 2015 Contractor: Adam Strohbeck Geotechnical Solutions Inc Client: John Begert - Buzzard K Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500407 | |||||
SCORE 93 Installation of sixteen 3-inch diameter geoprobe soil borings to 25 feet below grade as part of environmental due diligence. Eight borings will be completed as temporary piezometers using 1-inch diameter schedule pvc pipe. Borings will be grouted shut on the same day as drilling in accordance with doee-wqd regulations. Idw will be characterized and properly managed. Date: October 28, 2015 Contractor: Ecc Inc Client: Na Buzzard K Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600022 | |||||
SCORE 89 Installation of sixteen 3-inch diameter geoprobe soil borings to 25 feet below grade as part of environmental due diligence. Eight borings will be completed as temporary piezometers using 1-inch diameter schedule pvc pipe. Borings will be grouted shut on the same day as drilling in accordance with doee-wqd regulations. Idw will be characterized and properly managed. Date: October 28, 2015 Contractor: Ecc, Inc Client: Na Buzzard K Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600022 | |||||
SCORE 82 Gsi plans to drill 6 soil test borings to confirm soil strength with a hollow-stem auger equipped with a split spoon sampler for the spt n-value tests down to a maximum depth of 1 feet below existing grades. All borings will be drilled to the maximum depth or auger refusal whichever occurs first. The bore holes dimension will be 3. 25 inches and shall be grouted upon completion. See attached work plan. Date: July 31, 2015 Contractor: Adam Strohbeck Geotechnical Solutions, Inc Client: John Begert - Buzzard K Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500407 |