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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
Tow 6-inch diameter soil test borings will be drilled where the existing buildings have been razed. The borings will extended to a depth of feet below the existing ground level. If rock is encountered, the rock will be cored up to feet using nq sized coring with an annular diameter of 3. 25-inch. Spoils generated will be containerized in drums and grouted using 2lbs bentonite to 1 gallon of water in accordance with ddoe permit. Date: October 24, 2013Client: Jemals Babes Llc | Applicant: Rabih Khouri, Dmy Engineering Consultants | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400031 | |||||
Two story wood frame building. Date: October 7, 2013Client: Jemals Babes Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200044 | |||||
Two story wood frame building. Date: October 7, 2013Client: Jemals Babes Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200044 | |||||
SCORE 65 Tow 6-inch diameter soil test borings will be drilled where the existing buildings have been razed. The borings will extended to a depth of feet below the existing ground level. If rock is encountered, the rock will be cored up to feet using nq sized coring with an annular diameter of 3. 25-inch. Spoils generated will be containerized in drums and grouted using 2lbs bentonite to 1 gallon of water in accordance with ddoe permit. Date: October 24, 2013 Contractor: Rabih Khouri Dmy Engineering ConsultantsClient: Jemals Babes Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400031 | |||||
Two story wood frame building. Date: October 7, 2013Client: Jemals Babes Llc | Permit type: Raze | Permit status: Permit issued | Permit id: R1200044 | |||||
SCORE 65 Tow 6-inch diameter soil test borings will be drilled where the existing buildings have been razed. The borings will extended to a depth of feet below the existing ground level. If rock is encountered, the rock will be cored up to feet using nq sized coring with an annular diameter of 3. 25-inch. Spoils generated will be containerized in drums and grouted using 2lbs bentonite to 1 gallon of water in accordance with ddoe permit. Date: October 24, 2013 Contractor: Rabih Khouri, Dmy Engineering ConsultantsClient: Jemals Babes Llc | Permit type: Miscellaneous | Permit status: Permit issued | Permit id: Sb1400031 |