| Agency | Form: (02A)
400059453
05/31/2010 | No portion of any pit that will be used to hold liquids shall be constructed on fill material, unless the pit and fill slope are designed and certified by a professional engineer, subject to review and approval by the director prior to construction of the pit. The construction and lining of the pit shall be supervised by a professional engineer or their agent. The entire base of the pit must be in cut.
|
| Agency | Form: (02A)
400059453
05/31/2010 | The location is in an area where an intermittent drainage is present and has previously be rerouted; therefore the pad shall be constructed to prevent any stormwater run-on and /or stormwater runoff.
|
| Agency | Form: (02A)
400059453
06/28/2010 | Operator must ensure 110 percent secondary containment for any volume of fluids contained at well site during drilling and completion operations. If fluids are conveyed via pipeline, operator must implement best management practices to contain any unintentional release of fluids.
|
| Agency | Form: (02A)
400059453
06/28/2010 | Reserve pit must be lined or closed loop system must be implemented during drilling.
|
| Agency | Form: (02A)
400059453
06/28/2010 | The moisture content of any drill cuttings in a cuttings pit, trench, or pile shall be as low as practicable to prevent accumulation of liquids greater than de minimis amounts. At the time of closure, the drill cuttings must also meet the applicable standards of table 910-1.
|
| Agency | Form: (02A)
400059453
06/28/2010 | The access road will be constructed as to not allow any sediment to migrate from the access road to the nearby surface water or any drainages leading the surface water.
|