<_x0034_02261082>

402261082 02A 2019-12-23T12:56:08.66-07:00 47120 KERR MCGEE OIL & GAS ONSHORE LP

P O BOX 173779

DENVER CO 80217-3779 Mhamed Samet 720 9293317 Mhamed Samet Regulatory Analyst 2019-12-23T12:56:08.66-07:00 2019-12-28T07:52:53.017-07:00 UPLOADED sam_mhamed 2019-12-12T09:55:23.427-07:00 sam_mhamed DJRegulatory@anadarko.com 10.00000 Sam_Samet@oxy.com Operator contact and submitter are not listed. christob christob 2019-12-30T15:18:32.82-07:00 402261082 true true false false false false 5-11HZ PAD S&B WELD SWNW 11 4N 68W 6 4998 1894 FNL 689 FWL 40.330320 -104.977307 1.4 2019-01-30T00:00:00-07:00 Jeremy Groves 23 2 8 22 4 23 2 Two 500 barrel skid-mounted frac tanks will be temporarily placed onsite for use of the pre-spud rig only. One tank will store water and the other will store water-based mud. A temporary ECD may be utilized during drilling. Up to 32 temporary 500 barrel skid-mounted frac tanks will be utilized during flowback and initially for produced water. It is estimated the 5 temporary ECDs and the temporary tanks will be on location for 9 to 12 months. Two temporary generators may be placed on location if needed, and would be in place until electric power is available. Two temporary purge flares may be placed on location for up to 60 days. Please see comments for pipeline description. 2020-02-29T00:00:00-07:00 2020-07-30T00:00:00-06:00 4998 true false false OFFSITE Commercial Disposal PLEASE SEE ATTACHED WASTE MANAGEMENT PLAN. FEE FEE true true true true applicant is owner true 20010124 false false true false false false false false false false false false false true false false false false false false false false false false 42 Nunn clay loam, 1 to 3 percent slopes 82 Wiley-Colby complex, 1 to 3 percent slopes false false false false false false false false false true 2 842 16 false false No false false 33.90 8.14 true OFFSITE Commercial Disposal true 149021 true Ditch 1: 2' W Elev: 4997' Ditch 2: 3' N Elev: 5017' Ditch 3: 25' W Elev: 4995' Ditch 4: 197' S Elev: 4964' Ditch 5: 285' N Elev: 5018' Ditch 6: 311' W Elev: 4998' Pond 1: 357' S Elev: 4983' Pond 2: 398' S Elev: 4984' Loc Elev: 4998' Nearest water wells: 842' N, Permit 8160-, depth unknown, Static Water Level unknown, Elev 5020' 843' N, Permit 42286-MH, depth 16', Static Water Level 6', Elev 5020' Sensitive Area Determination: SENSITIVE AREA, downgradient surface water feature within 1,000' AND depth to groundwater less than 20'. Location is NOT in floodplain according to Weld County and FEMA (SWL calc: (4998 - 5020) + 6 = 16) 318A false false false false false false false false false NO true false true false false false false false false false false false Johnstown Municipality true true In Process The S&B 5-11HZ is located within the town of Johnstown. The S&B 5-11HZ Pad Operator Agreement has been aproved by the Johnstown Town Council on Dec 2, 2019. The S&B 5-11HZ Use by Special Review Application is currently in process. The S&B 5-11HZ Use by Special Review Application has been sent to the Johnstown Local Government Designee, Kim Meyer, for review on August 26,2019. The Access Permit has been reviewed and approved by the Colorado Department of Transportation (CDOT) The Emergency Action plan has been submitted to Front Range Fire Rescue for their review. Pad is located in Johnstown town limits. The Haul Routes will be utilizing I-25 and the 1-25 East Frontage Road. I-25 will be undergoing a major construction project that will affect the access to the S&B pad during Construction, Drilling and Completions. Once initial operations are completed and Highplains Blvd. is constructed the permanent access to S&B will be changed to come from the east. Current schedule - construction begins Q2 2020 and TOTS Q2 2021.The interchange at Highway 56 and I-25 will be closed for construction Spring 2020 (includes frontage road). The interchange at Highway 60 and I-25 will be closed for construction Summer 2020 (includes frontage road). Operator Agreement & Use By Special Review Permit 2019-08-26T00:00:00-06:00 402261082 Currently, Weld County Assessor`s Office has not updated the surface ownership to reflect the aquisition of the property by KMG. A NICO has not been sent because the building unit within the buffer is owned by KMG. The tenant living in the building unit is aware of KMG's operational plans. KMG will provide the tenant with a copy of the CDPHE health study and COGCC fact sheet. No ditches will be impacted by construction of S&B 5-11HZ Pad. No permitting is required with USACE. Pipelines: Buried pipelines will be utilized to gather the gas and oil product from the location (3 gas pipelines, 1 oil pipeline). Both gas and oil pipelines will be constructed from steel of suitable wall thickness and material grade to meet the respective gathering systems design pressure. Gas pipelines will range in diameter from 4” to 20”; oil pipelines from 4” to 12”. Capacity of pipelines will vary based on diameter. Pipelines will begin at the location and terminate at larger trunk lines in the area. Temporary above ground polyethylene water pipelines (diameter 10” – 12” with a 60 BPM capacity) will deliver water to location operations from larger trunk lines. 23 flow lines will flow to the production facility location. During production, flow direction in the flow lines is from the wellhead to the production facility. The size of flow lines is typically 2”. Flow lines will be constructed from steel pipe, buried, and will equal the distance between the well heads and the production facility, approximately 534' (North wells to North Facility) to 557' (South wells to south Facility). 23 compressed air supply lines will also be installed from the well head to the production facility. During operation flow direction in the supply lines will be from the production facility to the well head. The size of the supply lines is typically 1”. Supply lines will be constructed from steel pipe, buried, and will equal the distance between the well heads and the production facility, approximately 534' (North wells to North Facility) to 557' (South wells to south Facility). Gas lift lines are also occasionally installed (one per well) from the well head to the production facility. During operation flow direction in the gas lift lines will be from the production facility to the well head. The size of the gas lift lines is typically 2”. Gas lift lines will be constructed from steel pipe, buried, and will equal the distance between the well heads and the tank battery, approximately 534' (North wells to North Facility) to 557' (South wells to South Facility). CUSTODY TRANSFER: Gas custody transfer occurs at the custody transfer meter located on the proposed production facility location. Oil custody transfer occurs at the LACT Unit located on the proposed production facility location. Oil is transferred from the LACT Unit into a pipeline owned by Anadarko Wattenberg Oil Complex LLC. DISTANCES TO TEMPORARY EDGES OF EQUIPMENT: BUILDING:1170 FT BUILDING UNIT:1333 FT HIGH OCCUPANCY BUILDING UNIT:5280 FT DESIGNATED OUTSIDE ACTIVITY AREA:5280 FT PUBLIC ROAD:1304 FT ABOVE GROUND UTILITY:1171 FT RAILROAD:239 FT PROPERTY LINE:211 FT SCHOOL FACILITY:5280 FT SCHOOL PROPERTY LINE:5280 FT CHILD CARE CENTER:5280 FT CHILD CARE CENTER:5280 FT 402261082 402261082 FORM 2A SUBMITTED 402261082.pdf 402261082 402265267 LOCATION DRAWING S&B 5-11HZ_LOCATION_DRAWING_REV_20191127.pdf 804952 402261082 402265547 WELL LOCATION PLAT SHAKE 11-1HZ_SURVEY_PLAT_PACKAGE_20190305.pdf 684380 402261082 402265558 LOCATION PICTURES S&B 5-11HZ_COMBINED_LOCATION_PICTURES_REV_20191127 - Copy.pdf 1735500 402261082 402265561 MULTI-WELL PLAN S&B 5-11HZ_MULTI-WELL_PLAN_REV_20191206.pdf 132772 402261082 402265569 HYDROLOGY MAP S&B 5-11HZ HYDRO.pdf 528640 402261082 402265570 ACCESS ROAD MAP S&B 5-11HZ_ACCESS_MAP_REV_20191203.pdf 463129 402261082 402265656 NRCS MAP UNIT DESC NRCS MAP UNIT DESCRIPTION.pdf 199312 402261082 402265726 WASTE MANAGEMENT PLAN WASTE MANAGEMENT PLAN.pdf 138255 402261082 402267972 FACILITY LAYOUT DRAWING SB 5-11HZ facility layout drawing.pdf 3079702 402261082 402260557 02 BAKE 11-16HZ 402261082 402260560 02 BAKE 11-17HZ 402261082 402260566 02 BAKE 11-18HZ 402261082 402260577 02 BAKE 11-19HZ 402261082 402260581 02 BAKE 11-20HZ 402261082 402260583 02 BAKE 11-21HZ 402261082 402260586 02 BAKE 11-22HZ 402261082 402260590 02 BAKE 11-23HZ 402261082 402260591 02 BAKE 11-24HZ 402261082 402260593 02 BAKE 11-25HZ 402261082 402260600 02 BAKE 11-26HZ 402261082 402260605 02 BAKE 11-27HZ 402261082 402260607 02 BAKE 11-28HZ 402261082 402260610 02 SHAKE 11-1HZ 402261082 402260618 02 SHAKE 11-2HZ 402261082 402260623 02 SHAKE 11-3HZ 402261082 402260625 02 SHAKE 11-5HZ 402261082 402260627 02 SHAKE 11-6HZ 402261082 402260633 02 SHAKE 11-7HZ 402261082 402260643 02 SHAKE 11-9HZ 402261082 402260648 02 SHAKE 11-10HZ 402261082 402260650 02 SHAKE 11-11HZ 402261082 402260908 02 SHAKE 11-12HZ 1e77fdde-36a7-42ce-b253-0cb15df46a08 402261082 2 Planning Guy Line Anchors: Guy line anchors will not be used. Base Beams will be used to stabilize the rig and removed after drilling. false 2800e506-4bf8-4920-a5fb-117780c62683 402261082 27 Final Reclamation Well Site Cleared: The wellsite will be cleared of all non-essential equipment within ninety (90) days after all wells associated with the pad have been plugged and abandoned. false 212cd3ab-d38e-4eb7-909b-12cbbdc5e033 402261082 19 Material Handling and Spill Prevention Material Handling and Spill Prevention 604.c.(2)R Tank Specifications: Temporary produced water storage tanks shall be designed, constructed, and maintained in accordance with the following portions of the National Fire Protection Association (NFPA) Code 30 (2008 version): 1) Tanks are built to engineering standards using noncombustible materials, with relief devise sizing based on API 2000 standards. 2) Tanks are inspected and maintained while in use. 3) The only pipes within the containment are related to the temporary tanks (i.e. no external piping is co-located within the containment), and firefighting equipment is likewise not stored within the containment area. false a446af6d-9a1e-448f-bd0b-20b403f5f32c 402261082 23 Noise mitigation Quiet completions fleet will be used for completions operations. Operator agrees to use a quiet rig with modifications such as noise dampening baffels, luvers, muffler enclosures and portable walls as needed. Erect walls around the Well Pad during the drilling and completion of wells. Operator will develop and implement in consultation with the Town of JOhnstown a Noise Mitigation and Monitoring Plan that provides for continuous monitoring and modeling from four (4) sides of the facility at least 350 feet from the sound wall where possible provided that approval from surrounding surface owners can be obtained. The plan should identify site-specific noise mitigation techniques such as dirt moving to attenuate noise, and source- based noise mitigation. false 42ca5413-4960-4b19-944c-3b9d50592324 402261082 20 Dust control Water will be placed on county roads and dirt access roads to mitigate dust. If water isn’t sufficient to abate dust magnesium chloride, lignisite or a combination blend will be used. false ddd412bc-8abb-4f22-8a7e-3dfba4e12c8e 402261082 4 Planning As a part of planning this proposed location, Kerr-McGee has held multi-disciplinary Surface Impact Planning Meetings regarding the impacts and mitigations associated with this proposed location. The toll-free hotline number and email for the Colorado Response Line will be posted at the entrance to the lease access road for stakeholders during drilling and completion operations at this proposed location. false 43f2c4a5-fbc2-4ec3-913f-48fd29c3120c 402261082 12 Storm Water/Erosion Control Berm Construction: Kerr-McGee will create tertiary containment around the well pad and facility by constructing a berm or diversion dike, site grading, or other comparable measures sufficient to further protect adjacent water features, including the Ditch: 2' W and Ditch: 3' N at this proposed oil and gas location. *The ditch/berm will be constructed between the well pad/facility and the ditch within the oil and gas location. This ditch will remained undisturbed other than a portion which will be filled in for access road construction. During flowback fluids will be piped via surface pipe to flowback tanks on the well pad. Piping is pressure tested and inspected for leaks prior beginning flowback. During the entirety of flowback operations each crew member is equipped with gas monitors, and the above ground piping is visually inspected for fluid leaks throughout the 24 hour operation. Once the wells have been turned over to production (oil, gas and water through the facility) produced water will be diverted to the temporary tanks north of the ditch until the tanks are no longer needed. The pipelines connecting to the temporary 500bbl tanks will be buried and will be bored beneath the ditch. Prior to produced water being transported through the pipe pressure tests will confirm pipe integrity. false 90557c19-19e6-496b-b864-4c4575ceb8a8 402261082 8 General Housekeeping Loadlines: All loadlines shall be bullplugged or capped. false 348c8ae1-5cd0-4bc6-8dfd-4ee0e191ce46 402261082 13 Storm Water/Erosion Control 604c.(2).W. Site-Specific Measures: KMG maintains a Storm Water Management Plan that assesses erosion control for every KMG operated location. This location will be added to this plan once construction begins. During active construction, drilling, and completions, with personnel on location, daily inspections will occur. During non-active, but while under construction, site inspections will occur every 14 days or after major rain events. When construction is completed and the location is on production, site inspections will occur every 28 days with additional inspections after major rain events. During construction, stormwater features will be checked more frequently (up to daily, depending on the intensity of construction activity). These construction checks will not be formally documented, since they occur as part of construction oversight, and minor issues will be corrected with no further documentation. If and when larger issues are noted in these construction checks, the associated corrective actions would be documented and closed out, as required under KMG's approved area-wide permit. false 6dfd2ae8-4f79-4b4b-b307-52701db769b4 402261082 24 Emissions mitigation ECD(s) will be utilized to mitigate releases of emissions from temporary produced water storage tanks for the duration which the tanks are on location and being used. false b39b09c5-d11f-440e-931f-5bdb3c75ad9c 402261082 15 Material Handling and Spill Prevention Tank Specifications: A geosynthetic liner will be laid under the tanks on this location and a steel containment will be constructed. Storage tanks will be designed, constructed and maintained in accordance with National Fire Protection Association (NFPA) Code 30 (2008 version). KMG will maintain written records to verify proper design, construction and maintenance. All records will be available for inspection by the Director. false 6b6a291b-8d28-4b65-8f88-676a57cdcf6f 402261082 25 Odor mitigation Odor Mitigation. Operator will prevent odors by routing to closed loop systems to the maximum extent practicable. Odor emitting from the Subject Wells must be controlled immediately. Operator must minimize odors by proactively addressing and resolving, to the maximum extent practicable, citizen concerns within 24 hours. Operator must add additives to drilling fluids to prevent or minimize odors but cannot mask odors. Operator commits to implementing the following measures: A. Erect walls around the Well Pads to limit airflow through the well sites during the drilling and completion of wells. B. Utilization of additive concentration to drilling mud to neutralize odors; C. Wiping down the drill pipe each time that the drilling operation “trips” out of the hole; D. Continue to evaluate different additive formulations that have the potential to better suppress odors, including but not limited to non-diesel based additives; E. During flowback and well completions, utilize closed-loop green completion techniques to the maximum extent practicable to minimize emissions and the flaring of natural gas; and F. Drill cutting will be run through a centrifugal dryer to minimize odor during temporary time on location and during transport to disposal. false 05d024dd-6407-4c99-b742-6fbf8caf3ceb 402261082 22 Noise mitigation Noise: Sound surveys have been conducted on each rig type and are utilized to anticipate any additional effective noise mitigation once a drilling rig is determined. A sound wall (3/4) or (75%) wrap will be used on the well pad with an opening to the east to allow ingress/egress to the location. false bf40742f-a24c-46f8-b725-739d9473fbc3 402261082 21 Construction Fencing Requirements: The completed wellsites will be surrounded with a fence and gate with adequate lock to restrict access to authorized personnel only. KMG personnel will monitor the wellsites regularly upon completion of the wells. Authorized representatives and/or KMG personnel shall be on-site during drilling and completion operations. false c310104e-8855-4921-8018-7dab9ef2a4c5 402261082 6 Traffic control KMG currently plans to use the water-on-demand system on this location which is a network of over 140 miles of underground pipeline that stretches the length of the 20-mile by 30-mile field to source and transport water to completions crews. This system eliminates more than 2,000 truck trips per day, also reducing associated concerns of traffic, noise, emissions and dust. false aa33aa3f-80c7-4d7f-a454-7f096427b559 402261082 14 Material Handling and Spill Prevention Berm Construction: The temporary produced water storage tanks will be staged on a geosynthetic liner and surrounded by an earthen berm. The berms shall enclose an area sufficient to provide secondary containment for 150% of the volume of the largest single tank, and shall be sufficiently impervious to contain spilled or released material. Berms and the liner shall be inspected at the same time as stormwater inspections, with personnel on location, daily inspections will occur. During non-active, but while under construction, site inspections will occur every 14 days. When construction is completed and the location is on production, site inspections will occur every 28 days. false 4948da80-5cb3-4a56-9868-81a3a3eb1bd6 402261082 10 General Housekeeping 803. Lighting: Site lighting shall be shielded and directed downward and inward toward operations to avoid glare on public roads and nearby Building Units. false 4f5384bd-c943-4486-9a45-8e18fc72c3a2 402261082 3 Planning Access Roads: KMG will temporarily utilize an access road from the I-25 East Frontage road for drilling, completions, and production operations, including maintenance equipment. The temporary road will be properly constructed and maintained to accommodate for local emergency vehicle access. A permanent road to access the facility from the east will be established when the town of Johnstown builds a future road east of the pad location. Right of way for this future road will be donated to the town of Johnstown. false e4ffeec3-59ef-4acc-92b0-979c10dd30d7 402261082 5 Community Outreach and Notification KMG organized a community meeting for this pad location on October 2, 2019. Invitations were sent to 319 surrounding property owners. Courtesy Notifications will be sent to stakeholders within one mile of the proposed location prior to drilling operations and again prior to completions operations, providing contact information for the Colorado Response Line and online resources. false 3aa98cb4-9296-4f94-bea7-98978b18e080 402261082 17 Material Handling and Spill Prevention Pit Level Indicators: All storage tanks used for active drilling operations (used in lieu of pits) contain pit level monitors with Electronic Drilling Recorders (EDR). KMG uses EDRs with pit level monitor(s) and alarm(s) for production rigs. Basic level gauges are used on tanks utilized for the surface rig. false eba27bb3-5abe-4648-9a47-a8b9ab13810d 402261082 26 Drilling/Completion Operations Green Completions -Test separators and associated flow lines, sand traps and emission control systems shall be installed on-site to accommodate green completions techniques. When commercial quantities of salable quality gas are achieved at each well, the gas shall be immediately directed to a sales line or shut in and conserved. If a sales line is unavailable or other conditions prevent placing the gas into a sales line, the operator shall not produce the wells without an approved variance per Rule 805.b.(3)C. false 45efb3b9-3654-49bd-a4d9-b49083310b06 402261082 9 General Housekeeping Removal of Surface Trash: A commercial size trash bin for removing debris will be located on site. This bin will be for use by all parties affiliated with the operation. Upon completion of operations, the commercial trash bin will be removed from the location and disposed of in an appropriate manner. false a3a2d2e2-2451-40ae-bb44-bfa47b8e7247 402261082 7 Traffic control Traffic Plan: Prior to the commencement of operations, the operator will obtain access and ROW permits per Town of Johnstown regulations and implement traffic control plans as required. false a5e590be-6a85-4455-a585-c13f2f306431 402261082 1 Planning Multi-Well Pads: In order to reduce surface impact, this application is for a 23-well pad. false 57d6c604-243c-40f4-9735-ca89d186f911 402261082 28 Final Reclamation Identification of Plugged and Abandoned Wells: Pursuant to rule 319.a.(5)., once the well has been plugged and abandoned, KMG will identify the location of the wellbore with a permanent monument that will detail the well name and date of plugging. false c1ec55bc-bd9f-459f-863e-e6d26dc283c5 402261082 18 Material Handling and Spill Prevention 604c.(2)G. Berm Construction: A geosynthetic liner will be laid under the tanks on this location and a metal containment will be constructed. Secondary containment devices will be constructed around crude oil, condensate, and produced water storage tanks and shall enclose an area sufficient to contain and provide secondary containment for 150% of the largest single tank. Secondary containment devices shall be inspected at the same time as stormwater inspections, with personnel on location, daily inspections will occur. During non-active, but while under construction, site inspections will occur every 14 days. When construction is completed and the Location is on production, site inspections will occur every 28 days. false b2e63f3e-873b-4bd9-bbd3-f271ab604a2d 402261082 16 Material Handling and Spill Prevention Leak Detection Plan: Automation technology will be utilized at this facility. This technology includes the use of fluid level monitoring for the tanks and produced water sumps, high-level shut offs, and electronic sensors to monitor the interstitial space of double-walled produced water sumps. All automation is monitored by Kerr-McGee’s Integrated Operations Center (IOC), which is manned 24 hours per day, 7 days per week. false 9a8fd840-a952-4cb1-a53c-f756a27bee25 402261082 11 General Housekeeping Drilling Pipe and other Large Tubulars Loading. Operator shall make all attempts possible to avoid loading large tubulars between 7:00 p.m. and 7:00 a.m. Mountain Time. false 402261082 ANADARKO E&P ONSHORE LLC

PO BOX 173779

DENVER CO 80217 402261082 23 2 8 22 4 23 2 Two 500 barrel skid-mounted frac tanks will be temporarily placed onsite for use of the pre-spud rig only. One tank will store water and the other will store water-based mud. A temporary ECD may be utilized during drilling. Up to 32 temporary 500 barrel skid-mounted frac tanks will be utilized during flowback and initially for produced water. It is estimated the 5 temporary ECDs and the temporary tanks will be on location for 9 to 12 months. Two temporary generators may be placed on location if needed, and would be in place until electric power is available. Two temporary purge flares may be placed on location for up to 60 days. Please see comments for pipeline description. 402261082 C true false false false false false false false false false false 402261082 F true false false false false false false false false false false 402261082 false false false false false false false false Thread was being aborted.