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| Well ID: 37-111-20248 | Loading map...
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| Operator Name: EXCO RESOURCES PA LLC | |
| First Permit Date: 2003-07-18 | |
| Last Permit Date: 2003-07-18 | |
| Spud Date: 2003-10-09 | |
| Unconventional: No | |
| Horizontal: No | |
| Violations: 3 | |
| Latitude: 40.153913 | |
| Longitude: -79.111168 |
| PERIOD | GAS QUANTITY | GAS PRODUCTION DAYS | CONDENSATE QUANTITY | CONDENSATE PRODUCTION DAYS | OIL QUANTITY | OIL PRODUCTION DAYS |
|---|---|---|---|---|---|---|
| 2013-0 | 6496.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2012-0 | 5915.0 | 366.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2011-0 | 7481.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2010-0 | 8296.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2009-0 | 9127.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2008-0 | 4887.0 | 366.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2007-0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2006-0 | 9195.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2006-0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2005-0 | 17767.0 | 365.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2005-0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| 2004-0 | 24906.0 | 275.0 | 0.0 | 0.0 | 0.0 | 0.0 |
| PERIOD | TYPE | QUANTITY | UNITS | DISPOSAL METHOD | WASTE FACILITY PERMIT ID | WASTE FACILITY NAME | FACILITY CITY | FACILITY STATE |
|---|---|---|---|---|---|---|---|---|
| 2004-0 | BRINE | 150.0 | Bbl | INJECTION DISPOSAL WELL | IRVIN 19 SWD FACILITY | |||
| 2008-0 | BRINE | 96.0 | Bbl | MUNICIPAL SEWAGE TREATMENT PLANT | JOHNSTOWN STP | |||
| 2009-0 | BRINE | 157.0 | Bbl | BRINE OR INDUSTRIAL WASTE TREATMENT PLT | PA BRINE TRT - JOSEPHINE PLT -INDIANA CO | |||
| 2010-0 | PRODUCED FLUID | 80.0 | Bbl | ROAD SPREADING | INDIANA COUNTY ROADSPREADING - YOUNG TOWNSHIP | PA | ||
| 2011-0 | PRODUCED FLUID | 200.0 | Bbl | CENTRALIZED TREATMENT PLANT FOR RECYCLE | PA0095273 | PA BRINE TRT INC - JOSEPHINE PLT, INDIANA COUNTY | JOSEPHINE | PA |
| 2013-0 | PRODUCED FLUID | 84.0 | Bbl | CENT WASTE TRT FAC NPDES DISCHARGE | PA0095273 | FLUID RECOVERY SERVICE JOSEPHINE FACILITY | JOSEPHINE | PA |
| INSPECTION ID | DATE | DESCRIPTION | COMMENT | VIOLATION ID |
|---|---|---|---|---|
| 1795748 | 2009-05-01 | Violation(s) Noted | Based on file records, well was completed on 10/24/03 to a depth of 8,905 ft. from grade and maintains an active permit status. During inspection, the well tag was present. As indicated by the pictures, industrial waste has discharged from the brine holding tank to the ground. Oil sheen located in the well head sump and around the smaller holding tank. The smaller tank was 1/4 filled with brine fluid. Water from well head sump discharged to field. Brine tank (larger tank) showed multiple holes on top and sides of tank . Tank also showed signs of corrision on the bottom of tank. Tank was 3/4 filled with fluid. Staining on the side of larger holding tank. Brine tank was heavily corrided at the bottom of tank. The well was completed with 13" flange well assembly retrofitted | 562162 |
| 1795748 | 2009-05-01 | Violation(s) Noted | Based on file records, well was completed on 10/24/03 to a depth of 8,905 ft. from grade and maintains an active permit status. During inspection, the well tag was present. As indicated by the pictures, industrial waste has discharged from the brine holding tank to the ground. Oil sheen located in the well head sump and around the smaller holding tank. The smaller tank was 1/4 filled with brine fluid. Water from well head sump discharged to field. Brine tank (larger tank) showed multiple holes on top and sides of tank . Tank also showed signs of corrision on the bottom of tank. Tank was 3/4 filled with fluid. Staining on the side of larger holding tank. Brine tank was heavily corrided at the bottom of tank. The well was completed with 13" flange well assembly retrofitted | 562162 |
| 1795748 | 2009-05-01 | Violation(s) Noted | Based on file records, well was completed on 10/24/03 to a depth of 8,905 ft. from grade and maintains an active permit status. During inspection, the well tag was present. As indicated by the pictures, industrial waste has discharged from the brine holding tank to the ground. Oil sheen located in the well head sump and around the smaller holding tank. The smaller tank was 1/4 filled with brine fluid. Water from well head sump discharged to field. Brine tank (larger tank) showed multiple holes on top and sides of tank . Tank also showed signs of corrision on the bottom of tank. Tank was 3/4 filled with fluid. Staining on the side of larger holding tank. Brine tank was heavily corrided at the bottom of tank. The well was completed with 13" flange well assembly retrofitted | 562163 |
| 1808522 | 2009-06-22 | No Violations Noted | During inspection, the well tag was present. Industrial waste has discharged from the brine holding tank to the ground has been removed. Oil sheen located in the well head sump has been removed. New 100 bbl poly brine tank has been installed. Old brine tank has been removed from the site. No E&S or IW discharge issues at the site. Access road is heavily eroded for steepness of grade and requires additional maintenance. | |
| 1814079 | 2009-07-20 | Violation(s) Noted | Drilling was completed on 11/15/2003. Site has been restored. Brine tank is in sound condition. The access road is on a very steep slope with no BMP's to control erosion and sedimentation. As a result sedimentation has occurred in a tributary of Beaverdam Run. The department reccommends that BMP's be utilized to minimize accelerated E&S on the access road. An example of a BMP that may accomplish this goal would be: Install 2 water bars with rip rap outlets on the straight steep section of the road and a sediment trap at the bottom of the slope before discharging into the waters of the commonwealth.See attatched notice of violation and respond as requested. Should you have any questions regarding this report call me at 724-925-5426. | 567368 |
| 1893233 | 2010-06-10 | No Violations Noted | At the time of inspection, well was drilled, tagged, and in production. Brine tank appeared sound. Site was restored. Access road was stable. No accelerated erosion and sedimentation issues were noted in relation access road or well site. It is recommended that operator continue to closely monitor access road E&S controls due to the roadways steepness. |