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Well ID: 37-129-20024 | Loading map...
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Country: United States | |
State: Pennsylvania | |
County: Westmoreland | |
Municipality: Washington Township | |
Operator Name: G & G GAS INC | |
Well Pad ID: | |
Farm/Lease Name: J A MCCULLOUGH 4 | |
License Status: ACTIVE | |
Spud Date: | |
Permit Date: 1956-07-02 | |
Well Type: GAS | |
Unconventional Well: N | |
Configuration: Vertical Well | |
Conservation: No | |
Latitude: 40.556744 | |
Longitude: -79.611747 |
Period | Operator Name | Gas Quantity (mcf) | Gas Production Days | Oil Quantity (bbl) | Oil Production Days | Water Quantity (bbl) | Water Production Days |
---|---|---|---|---|---|---|---|
2001 | G & G GAS INC | 731.67 | 365 | 0.00 | 0 | 0.00 | 0 |
2003 | G & G GAS INC | 6424 | 365 | 358 | 365 | 0.00 | 0 |
2005 | G & G GAS INC | 1,297.40 | 365 | 41.20 | 365 | 0.00 | 0 |
2006 | G & G GAS INC | 1,080.20 | 365 | 19.68 | 365 | 0.00 | 0 |
2007 | G & G GAS INC | 5271.00 | 365 | 0.00 | 0 | 0.00 | 0 |
2008 | G & G GAS INC | 929.60 | 365 | 24.00 | 365 | 0.00 | 0 |
2009 | G & G GAS INC | 852.80 | 365 | 0.00 | 0 | 0.00 | 0 |
2010 | G & G GAS INC | 824.2 | 365 | 20.89 | 365 | 0.00 | 0 |
2011 | G & G GAS INC | 809.00 | 365 | 21.20 | 365 | 0.00 | 0 |
2012 | G & G GAS INC | 755.6 | 365 | 19.40 | 365 | 0.00 | 0 |
2013 | G & G GAS INC | 698.00 | 365 | 19.23 | 365 | 0.00 | 0 |
2014 | G & G GAS INC | 664.00 | 365 | 0.00 | 0 | 0.00 | 0 |
2015 | G & G GAS INC | 663.4 | 365 | 23.90 | 365 | 0.00 | 0 |
2016 | G & G GAS INC | 555.6 | 365 | 24.60 | 365 | 0.00 | 0 |
2017 | G & G GAS INC | 496.20 | 365 | 0.00 | 0 | 0.00 | 0 |
2018 | G & G GAS INC | 495.20 | 365 | 0.00 | 0 | 0.00 | 0 |
For data sources see[4]
Inspection ID | Inspection Category | Inspection Date | Inspection Type | Inspection Result | Inspection Comments |
---|---|---|---|---|---|
2475433 | Primary Facility | 2016-04-14 | Routine/Complete Inspection | No Violations Noted | At the time of inspection well appears equipped for production. Well tag present and affixed in a permanent manner. Brine tank located on site, within earthen dike and appears to be structurally sound. No E&S issues in relation to site and/or access road. |
For data sources see[5]