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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
SCORE 56 We will perform a total of four geotechnical soil borings and three auger probes for infiltration testing on the proposed site. The geotechnical soil borings will be advanced to a depth of feet below existing site grades. The auger probes will be advanced to a depth of 6 feet below the existing ground surface. The borings and auger probes will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled in accordance with ddoe requirements with bentonite slurry. Date: August 30, 2016Client: Asr Group, Inc John Schlick | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600350 | |||||
SCORE 56 We will perform a total of four geotechnical soil borings and three auger probes for infiltration testing on the proposed site. The geotechnical soil borings will be advanced to a depth of feet below existing site grades. The auger probes will be advanced to a depth of 6 feet below the existing ground surface. The borings and auger probes will be located within the bounds of the private property. The borings will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The borings will be performed utilizing a truck-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring will be backfilled in accordance with ddoe requirements with bentonite slurry. Date: August 30, 2016Client: Asr Group, Inc John Schlick | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1600350 |