Content | Date | Cost | Contractor Rank | Address | Contractor |
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The proposed work consist on drilling five stp test soil borings with a diameter between four to six inches. The location of the site is 42 and 44 porter street ne. Boreholes will be drilled using the hollow stem auger methods. The boring depth will be between forty to seventy-five feet. Soil borings will be back filled with bentonite 1-2 gallon h -water- to 1 lb., of bentonite, as per site plans, work plan report, dc well construction application, dc well schematic form under ddoe/wqd regulation. Date: April 3, 2014 Applicant: Rps, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400186 | |||||
SCORE 100 The proposed work consist on drilling five stp test soil borings with a diameter between four to six inches. The location of the site is 42 and 44 porter street ne. Boreholes will be drilled using the hollow stem auger methods. The boring depth will be between forty to seventy-five feet. Soil borings will be back filled with bentonite 1-2 gallon h -water- to 1 lb., of bentonite, as per site plans, work plan report, dc well construction application, dc well schematic form under ddoe/wqd regulation. Date: April 3, 2014 Contractor: Rps Inc Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400186 | |||||
SCORE 89 The proposed work consist on drilling five stp test soil borings with a diameter between four to six inches. The location of the site is 42 and 44 porter street ne. Boreholes will be drilled using the hollow stem auger methods. The boring depth will be between forty to seventy-five feet. Soil borings will be back filled with bentonite 1-2 gallon h -water- to 1 lb., of bentonite, as per site plans, work plan report, dc well construction application, dc well schematic form under ddoe wqd regulation. Date: April 3, 2014 Contractor: Rps, Inc Client: B&b Florida Ave, Llc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400186 |