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COGIS DB

 
Facility TypeFacility ID/
API
Facility Name/
Number
Operator Name/
Number
StatusField Name/
Number
LocationLocation IDRelated Facilities
LOCATION423653APACHE CANYON
30-07
OGRIS OPERATING LLC
10758
AC
2/7/2018
PURGATOIRE RIVER
70830
LAS ANIMAS  071
SWNE 30 34S67W 6
423653View Related
 
COGIS - Conditions of Approval Results
TypeSource DocumentConditions of Approval
OGLAForm: (02A)
400164359
05/16/2011
Location is on steep slopes; therefore the cut and fill slopes should be constructed in such a manner to manage site drainage and slope stability. The slopes shall be stabilized immediately after the location has been constructed.
OGLAForm: (02A)
400164359
06/01/2011
Due to the shallow soils and underlying fractured bed rock the following will apply: Location is in a sensitive area because of potential for adverse impacts to ground water/surface water; therefore all pits will be lined.
OGLAForm: (02A)
400164359
06/01/2011
Operator must implement site-specific best management practices in accordance with good engineering practices, including, but not limited to, construction of a berm or diversion dike, site grading, or other comparable measures, sufficient to protect the drainage located 400 feet south of the oil and gas location from a release of drilling, completion, produced fluids, and chemical products.
OGLAForm: (02A)
400164359
06/01/2011
Notify the COGCC Oil and Gas Location Assessment (OGLA) specialist for South Eastern Colorado (Arthur Koepsell; email arthur.koepsell@state.co.us) 72 hours prior to initiating pad construction.
 
COGIS - Best Management Practice Results
BMP TypeSource DocumentBest Management Practices
Interim ReclamationForm: (02A )
400164359
6/17/2011
ONCE THE WELL PAD CUT AND FILL SLOPES HAVE ACHIEVED FINAL GRADE, DEPENDING ON SOIL CONTENT AND SEASONAL CONSTRAINTS, SEEDING WITH EROSION CONTROL BLANKETS SHALL BE INSTALLED. THIS WILL CONTROL EROSION AND PROMOTE THE ESTABLISHMENT OF VEGETATION. FOR SLOPES THAT CONSIST PRIMARILY OF ROCK, SEEDING WITH A MULCH TACKIFIER WILL BE UTILIZED WHICH WILL OCCUR AFTER ACCESS ROAD FINAL GRADE. USED TO ADHERE THE SEED TO THE SOIL AND PROMOTE THE ESTABLISHMENT OF VEGETATION. THE TOP SOIL STOCK PILE SHALL BESEEDED WITH A MULCH TACKIFIER DURING THE ACCESS ROAD FINAL GRADE AFTERUTILITY INSTALLATION. THIS WILL STABILIZE THE SOIL AND PROMOTE THE ESTABLISHMENT OF VEGETATION.
ConstructionForm: (02A )
400164359
6/17/2011
Certificate to Discharge Under CDPS General Permit No. COR-030000 Stormwater Discharges Associated with Construction Certification No. COR034312 Prior to construction perimeter controls will be installed utilizing cuttings from the clearing operations. Brush Barriers shall be placed down gradient of the disturbance. Once the well pad has been constructed a variety of B.M.P.’s shall be utilized for the site specific conditions. These devices may include but are not limited to: • Brush Barriers • Dirt Berm/Bar Ditch • Clean Water Run on Diversion • Seeding • Erosion Control Blankets • Mulch Tackifier • Rip-Rap During construction each site will be inspected every 14 days and 72 hours after any major storm event. These inspections will be recorded and maintained at the XTO office. Repairs shall be completed within 7 days of the initial inspection. Any modifications shall be revised on the site plan and then implemented at the site. A Field Wide Stormwater Management Plan (SWMP) for the Raton Basin is on file at the XTO Energy Inc. office. A Site Specific SWMP with a Site Plan will be developed for each location and can be found in: • Appendix F- Apache Canyon Lease • Appendix G- Golden Eagle Lease • Appendix H- Hill Ranch Lease • Appendix I- New Elk Lease Wildlife BMP required for Raton Basin utilize bear proof dumpsters and trash receptacles for food related trash at all facilities that generate such trash. Spill Prevention and Counter Measures (SPCC) for the Raton Basin is on file at the XTO Energy Inc. office. The Field SWMP and Site Specific SWMP each address SPCC during construction operations. Typical BMP Site Diagram Attached…
Storm Water/Erosion ControlForm: (02A )
400164359
6/17/2011
A CLEAN WATER RUN ON DIVERSION SHALL BE CREATED ABOVE THE CUT SLOPE PRIOR TO GRADING THE CUT SLOPE. THIS WILL PREVENT UPLAND WATER SHED FROM ENTERING THE PROJECT. THE DITCH SHALL BE A MINIMUM OF 4 FEET WIDE AND 2 FOOT DEEP. MAINTAIN A POSITIVE GRADE, DEPRESSIONS WILL NOT DRAIN AND MAY RESULT IN SLOPE INSTABILITY.
Site SpecificForm: (02A )
400164359
6/17/2011
XTO has provided a detailed BMP Implementation Plan. The plan is inlcuded in the Attachments under OTHER doc # 400164359|2533225.
Storm Water/Erosion ControlForm: (02A )
400164359
6/17/2011
THE FILL SLOPE WILL UTILIZE A TERRACE TO BREAK UP THE LENGTH OF THE FILL SLOPE REDUCING EROSION PROBLEMS AND SLOWING VELOCITIES.