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| Content | Date | Cost | Contractor Rank | Address | Contractor |
|---|---|---|---|---|---|
Using hollow stem auger method, we will drill nine 4-inch diameter test borings to a depth of 15 feet to evaluate the subsurface conditions in the proposed power line route. Drilling spoils will be containerized in 55-gallon drums. The drums will be removed from the site once chemical analysis is completed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. The top layer of the backfill will match the terrain in which the boring is located within. The 8 page boring location plan can be found in binder1 with the traffic control plan, as it was necessary for uploading under the file size limit.  Date: December 18, 2015Client: Geoconcepts Engineering, Inc | Permit type: Excavation; bar & te | |||||
SCORE 68 Using hollow stem auger method, we will drill nine 4-inch diameter test borings to a depth of 15 feet to evaluate the subsurface conditions in the proposed power line route. Drilling spoils will be containerized in 55-gallon drums. The drums will be removed from the site once chemical analysis is completed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. The top layer of the backfill will match the terrain in which the boring is located within. The 8 page boring location plan can be found in binder1 with the traffic control plan, as it was necessary for uploading under the file size limit. Date: December 18, 2015 Contractor: Geoconcepts Engineering IncPermit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: March 31, 2016 | Permit id: Pa120799 | |||||
SCORE 96 Using hollow stem auger method, we will drill nine 4-inch diameter test borings to a depth of 15 feet to evaluate the subsurface conditions in the proposed power line route. Drilling spoils will be containerized in 55-gallon drums. The drums will be removed from the site once chemical analysis is completed. The bore holes will be grouted with a 60: ratio of bentonite powder to cement. The top layer of the backfill will match the terrain in which the boring is located within. The 8 page boring location plan can be found in binder1 with the traffic control plan, as it was necessary for uploading under the file size limit. Date: December 18, 2015Contractor: Geoconcepts Engineering, IncPermit type: Excavation; bar & test boring | Permit status: Permit expired | Expiration date: March 31, 2016 | Permit id: Pa120799 | |||||
SCORE 96 Excavation; bar & test boring Date: March 17, 2016Contractor: Geoconcepts Engineering, IncPermit status: 8 | Expiration date: March 31, 2016 | Permit id: Pa120799 | |||||
SCORE 56 Other work related occupancy Date: March 25, 2016Contractor: Sara Bishop PepcoPermit status: Permit expired | Expiration date: April 29, 2016 | Permit id: Pa10235279 |
