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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
The proposed work consist on six soil borings on private property. The soil borings diameter is 2 inches and will be advanced to 25 feet below existing grade using geoprobe methodology, as per site plans, work plan report, dc well construction form and dc well schematic form. Date: June 1, 2012Applicant: 2323 Martin Luther King Avenue Corp; Luis Garcia-Rapid Permit Service, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200296 | |||||
The proposed work consist on installation of three monitoring wells on private property the diameter will be 6 1/4 by feet below grade. Hollow-stem augers will be advanced to the planned depth of thirty feet below grade. All idw will be placed into 55 gallon drums and stored temporarily on site, as per site plans, work plans report, well construction form and dc well schematic form for the 2323 martin luther king avenue, corporation. Date: October 4, 2012Applicant: 2323 Martin Luther King Avenue Corp; Rapid Permit Service, Inc. | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200439 | |||||
Interior demolition of non-bearing elements in a space up to 5,0 square feet (464. 5 square meters) Date: November 4, 2014Client: Zayed Tasew | Applicant: Zayed Tasew | Permit type: Building | Permit status: Permit issued | Permit id: Pc16104207 | |||||
SCORE 56 The proposed work consist on installation of three monitoring wells on private property the diameter will be 6 1/4 by feet below grade. Hollow-stem augers will be advanced to the planned depth of thirty feet below grade. All idw will be placed into 55 gallon drums and stored temporarily on site, as per site plans, work plans report, well construction form and dc well schematic form for the 2323 martin luther king avenue, corporation. Date: October 4, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200439 | |||||
SCORE 56 The proposed work consist on six soil borings on private property. The soil borings diameter is 2 inches and will be advanced to 25 feet below existing grade using geoprobe methodology, as per site plans, work plan report, dc well construction form and dc well schematic form. Date: June 1, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200296 | |||||
SCORE 59 Plumbing and gas Date: October 21, 2015 Contractor: Kenneth M ReantoquioClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: P1600597 | |||||
SCORE 88 Mechanical Date: November 3, 2015 Contractor: Earl W. BrownClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: M1600316 | |||||
SCORE 100 Electrical Date: November 3, 2015 Contractor: Ralph ThreattClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: E1601024 | |||||
SCORE 56 The proposed work consist on installation of three monitoring wells on private property the diameter will be 6 1/4 by feet below grade. Hollow-stem augers will be advanced to the planned depth of thirty feet below grade. All idw will be placed into 55 gallon drums and stored temporarily on site, as per site plans, work plans report, well construction form and dc well schematic form for the 2323 martin luther king avenue, corporation. Date: October 4, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200439 | |||||
SCORE 56 The proposed work consist on six soil borings on private property. The soil borings diameter is 2 inches and will be advanced to 25 feet below existing grade using geoprobe methodology, as per site plans, work plan report, dc well construction form and dc well schematic form. Date: June 1, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200296 | |||||
SCORE 67 Interior demolition of non-bearing elements in a space up to 5,0 square feet (464. 5 square meters) Date: November 4, 2014 Contractor: Zayed TasewClient: Zayed Tasew | Permit type: Building | Permit status: Permit issued | Permit id: Pc16104207 | |||||
SCORE 56 The proposed work consist on six soil borings on private property. The soil borings diameter is 2 inches and will be advanced to 25 feet below existing grade using geoprobe methodology, as per site plans, work plan report, dc well construction form and dc well schematic form. Date: June 1, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200296 | |||||
SCORE 56 The proposed work consist on installation of three monitoring wells on private property the diameter will be 6 1 4 by feet below grade. Hollow-stem augers will be advanced to the planned depth of thirty feet below grade. All idw will be placed into 55 gallon drums and stored temporarily on site, as per site plans, work plans report, well construction form and dc well schematic form for the 2323 martin luther king avenue, corporation. Date: October 4, 2012Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1200439 | |||||
SCORE 67 Add new restroom. Date: October 20, 2015 Contractor: Zayed TasewClient: Masjid Muhammad Inc | Permit type: Alteration and repair | Permit status: Permit issued | Permit id: B1600458 | |||||
SCORE 100 Electrical Date: November 3, 2015 Contractor: Ralph ThreattClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: E1601024 | |||||
SCORE 59 Plumbing and gas Date: October 21, 2015 Contractor: Kenneth M ReantoquioClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: P1600597 | |||||
SCORE 88 Mechanical Date: November 3, 2015 Contractor: Earl W. BrownClient: Masjid Muhammad Inc | Permit status: Permit issued | Permit id: M1600316 |