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Well ID: 34-019-22082 | Loading map...
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Country: United States | |
State: Ohio | |
County: Carroll | |
Municipality: Augusta Township | |
Operator Name: CHESAPEAKE EXPLORATION LLC | |
Well Pad ID: US-OH-000462 | |
Farm/Lease Name: WEST 4-15-5 | |
License Status: Plugged Back | |
License Date: 2011-06-08 | |
Spud Date: 2011-10-04 | |
Spud Drilling Contractor: PATTERSON DRILLING | |
Final Drill Date: 2011-10-23 | |
Well Total Depth: 7850.00 ft | |
Configuration: Vertical | |
Latitude: 40.710000 | |
Longitude: -81.030000 |
For data sources see[1]
Well Status | Well Status Date | Comment |
---|---|---|
APP | 2011-06-08 | Proposed Formations:TRENTON-BLACK RIVER, Issued Date:6/8/2011, Expired Date:6/7/2013 12:00:00 PM, Drilling unit acres:0, Proposed Well Type:ST, Proposed Well Class:STRT |
Reached Total Depth | 2011-10-23 | |
Completion Report Received | 2012-01-10 | |
Construction Permit Expires | 2013-06-07 | |
Record Last Modified | 2015-07-01 |
For data sources see[2]
Perforation Date | Interval Top (ft) | Interval Base (ft) | Number of Shots |
---|---|---|---|
2012-04-23 | 8986 | 9505 | 40 |
2012-04-23 | 9578 | 10097 | 40 |
11947 | 12466 | 40 | |
11354 | 11873 | 40 | |
10762 | 11281 | 40 | |
10172 | 10689 | 40 | |
9578 | 10097 | 40 | |
8986 | 9505 | 40 | |
8394 | 8913 | 40 | |
7802 | 8321 | 40 | |
7802 | 8321 | 40 | |
2012-04-23 | 7802 | 8321 | 40 |
2012-04-23 | 8394 | 8913 | 40 |
2012-04-23 | 11354 | 11873 | 40 |
2012-04-23 | 11947 | 12466 | 40 |
2012-04-23 | 10172 | 10689 | 40 |
2012-04-23 | 10762 | 11281 | 40 |
For data sources see[3]
Job Number | Job Start Date | Job End Date | True Vertical Depth (ft) | Total Water Volume (gal) | Total Non-Water Volume (gal) |
---|---|---|---|---|---|
1 | 11/27/2011 | 11/27/2011 | 7461.00 | 3,135,006.0 |
Job Number | Trade Name | Supplier | Purpose | Ingredient Name | CAS Number | Additive Percentage by Mass | Job Percentage by Mass | Mass Used (lb) |
---|---|---|---|---|---|---|---|---|
1 | J579 Proppant Transport Additive | Flowback Control Additive | ||||||
Scale Inhibitor B317 | Schlumberger | Scale Inhibitor | Trisodium phosphate | 7601-54-9 | 5.00 | 0.00066000 | ||
Ethylene glycol | 107-21-1 | 5.00 | 0.00066000 | |||||
L058 | Schlumberger | Iron Control Agent | Sodium erythorbate | 6381-77-7 | 100.00 | 0.00158000 | ||
L064 | Schlumberger | Clay Stabilizer | Tetramethylammonium chloride | 75-57-0 | 60.00 | 0.04 | ||
100 Mesh Sand | Proppant | Quartz | 14808-60-7 | 100.00 | 3.14 | |||
F108 | Schlumberger | Surfactant | Amine derivative | 30.00 | 0.00613000 | |||
J610 Crosslinker | Schlumberger | Crosslinker | Aliphatic polyol | 30.00 | 0.03 | |||
Potassium hydroxide | 1310-58-3 | 15.00 | 0.01 | |||||
A264 Corrosion Inhibitor | Schlumberger | Corrosion Inhibitor | Aliphatic alcohols, ethoxylated # 1 | 30.00 | 0.00030000 | |||
Propargyl alcohol | 107-19-7 | 10.00 | 0.00010000 | |||||
Methanol | 67-56-1 | 40.00 | 0.00040000 | |||||
Aliphatic acid | 30.00 | 0.00030000 | ||||||
B244 | Schlumberger | Antibacterial Agent | Glutaraldehyde | 111-30-8 | 25.00 | 0.00506000 | ||
Gelling Agent J580 | Schlumberger | Gelling Agent | Carbohydrate polymer | 100.00 | 0.10 | |||
Acid, Hydrochloric 15pct | Schlumberger | Acid | Hydrochloric acid | 7647-01-0 | 15.00 | 0.08 | ||
Water | 7732-18-5 | 85.00 | 0.48 | |||||
J475 Breaker | Schlumberger | Breaker | Peroxydisulfuric acid, diammonium salt | 7727-54-0 | 100.00 | 0.00433000 | ||
White Sand | Proppant | Quartz | 14808-60-7 | 100.00 | 6.74 | |||
J218 Breaker | Schlumberger | Breaker | Peroxydisulfuric acid, diammonium salt | 7727-54-0 | 100.00 | 0.00052000 | ||
J579 Proppant Transport Additive | Schlumberger | Flowback Control Additive | ||||||
Synthetic Organic Polymer | 100.00 | 0.05 | ||||||
B-315 | Schlumberger | Friction Reducer | Aliphatic alcohol polyglycol ether | 1.50 | 0.00065000 | |||
Distillates, petroleum, hydrotreated light | 64742-47-8 | 30.00 | 0.01 | |||||
Fresh Water | Carrier/Base Fluid | 88.80 |
For data sources see[4]
Period | Operator Name | Gas Quantity (mcf) | Oil Quantity (bbl) | Production Days |
---|---|---|---|---|
2011 | CHESAPEAKE APPALACHIA LLC | 0.00 | 0.00 | 5 |
Period | Operator Name | Waste Type | Quantity (bbl) | Production Days |
---|---|---|---|---|
2011 | CHESAPEAKE APPALACHIA LLC | Brine | 1700 | 5 |
2012 | CHESAPEAKE EXPLORATION LLC | Brine | 7176 | 102 |
2013 | CHESAPEAKE EXPLORATION LLC | Brine | 952 | 233 |
2014 | CHESAPEAKE EXPLORATION LLC | Brine | 543 | 231 |
2015 | CHESAPEAKE EXPLORATION LLC | Brine | 969 | 184 |
2016 | CHESAPEAKE EXPLORATION LLC | Brine | 1472 | 364 |
2017 | CHESAPEAKE EXPLORATION LLC | Brine | 1234 | 364 |
2018 | CHESAPEAKE EXPLORATION LLC | Brine | 1344 | 365 |
2019 | CHESAPEAKE EXPLORATION LLC | Brine | 165 | 90 |
Inspection ID | Inspection Date | Inspection Type | Inspection Result | Inspection Comments |
---|---|---|---|---|
1495800866 | 2012-06-21 | Preliminary Restoration | No Violations | DNR Inspector Rick Anderson and I were on site to check on the status of the Preliminary Restoration . Our inspection revealed that all the erosion and sedimentation controls are in place and functional. The areas of disturbance have either been rocked or vegetation established. The Preliminary Restoration can be approved at this time. |
2026557726 | 2015-12-07 | Preliminary Restoration | No Violations | I was on location to conduct a preliminary restoration inspection. The well is equipped with a plunger lift unit. Jersey barriers were installed around the wellhead. The well is properly identified with a clear, legibly-marked well identification sign. The tank battery consisted of six, 400 BBL production tanks and was diked. The tanks are located within a spray-lined and sealed secondary containment. There are e-stops outside the barriers, and the tanks are grounded, and have static dissipators. There is a truck grounding area for trucks collecting condensate and/or produced water. Lightning protection and a windsock are installed on top of the production tanks. Other production equipment on the well pad consisted of:
Jersey barriers are installed around the production equipment. The entire well pad is enclosed with a six-foot high, chain link fence with three-strand barbed wire and the man doors were locked. Along the interior of the chain link fence there is an earthen berm and it was stable. The soil stockpile is well-stabilized with vegetation. Drainage and erosion controls at the pad are in place and functioning. A closed-loop, above-ground drilling pit system was used, so there are no earthen pits requiring closure. The pad has a crushed limestone surface, and is in good repair. The lease road is stable and drivable. Preliminary restoration passed. |
For data sources see[9]