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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
To raze a 2 story brick single family dwelling  Date: July 8, 2013Client: Jemals Tp Land Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200119 | |||||
We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: February 3, 2014Client: Douglas Jemal | Applicant: Douglas Jemal; Ecs Mid-Atlantic, Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400135 | |||||
To raze a 2 story brick single family dwelling Date: July 8, 2013Client: Jemals Tp Land Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200119 | |||||
SCORE 56 We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: February 3, 2014 Contractor: Douglas Jemal Ecs Midatlantic LlcClient: Douglas Jemal | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400135 | |||||
To raze a 2 story brick single family dwelling Date: July 8, 2013Client: Jemals Tp Land Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200119 | |||||
SCORE 56 We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring/auger probe will be located within the bounds of the property. The boring/auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring/auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring/auger probe will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole/auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole/auger probe. Date: February 3, 2014Contractor: Douglas Jemal; Ecs Midatlantic LlcClient: Douglas Jemal | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400135 | |||||
SCORE 56 We will perform one soil boring and one infiltration auger probe on the proposed site. The boring and infiltration auger probe will be advanced to depths of feet and 6 feet, respectively. The boring auger probe will be located within the bounds of the property. The boring auger probes will be drilled utilizing 3. 25-inch hollow stem, continuous flight augers. The boring auger probe will be performed utilizing an atv-mounted drill rig and will generate an approximate 6-inch annulus. After geotechnical exploration is completed, the boring auger probe will be backfilled with bentonite slurry, which has a consistency of two pounds bentonite powder to one gallon water. Borehole auger probe abandonment will be performed by tremie-grouting via a positive-displacement pump from the bottom of the borehole auger probe. Date: February 3, 2014Contractor: Douglas Jemal; Ecs Midatlantic, LlcClient: Douglas Jemal | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400135 |
