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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
Gsi plans to drill 2 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 65 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. Date: October 29, 2014Client: Jay Stewart - Clark Realty Capital | Applicant: Jay Stewart - Clark Realty Capital; Adam Strohbeck Geotechnical Solutions, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500016 | |||||
SCORE 56 Gsi plans to drill 2 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 65 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. Date: October 29, 2014Client: Jay Stewart - Clark Realty Capital | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500016 | |||||
SCORE 56 Gsi plans to drill 2 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 65 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. Date: October 29, 2014Client: Jay Stewart - Clark Realty Capital | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500016 | |||||
SCORE 56 Gsi plans to drill 2 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 65 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. Date: October 29, 2014Client: Jay Stewart - Clark Realty Capital | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500016 | |||||
SCORE 56 2 total borings. One geotechnical boring to a depth of below ground surface creating an approximate 6-inch annulus and one environmental boring to a depth of 35 feet below ground surface or until groundwater, whichever is encountered first, creating an approximate 2. 25-inch annulus. Borings will be back filled using a bentonite slurry consisting of two pounds bentonite to one gallon water via tremie-grouting. Date: June 12, 2015 Contractor: Nicholas WaughClient: Malede Zewdu | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1500322 | |||||
SCORE 96 Plumbing and gas Date: March 15, 2017 Contractor: Jo EberlyClient: Shaw Dc 73 Owner | Permit status: Permit issued | Permit id: P1704409 |