Renovation of a water / sewer project in Greenville, Kentucky. Completed plans call for the renovation of a water / sewer project.

Service Start : 10/18/2022 Service End : 6/30/2025 Question Deadline 10/24/2022 at 4:00 PM CT Prior to commencing site preparation or working access road to wellsite, contractor must contact landowner, as identified by the Division, to discuss the work plan and address any areas of owner concern regarding ingress/egress of equipment or other impacts. (If any orphan well site is in a cropland area, contractor site work must plan to work around their crop planting and harvest schedules to avoid damage.) 2. Contractor is encouraged to make reasonable accommodations to the landowner during site work/access road construction. 3. Attachment L provides project requirements for site preparation, revegetation, reclamation, and Best Management Practices for stable site drainage with erosion prevention and sedimentation controls. 4. Construction of access road should include water bars, ditches or culverts (as necessary) and any other best management practice deemed necessary by the Inspector. (Any cleared brush shall be windrowed, legally burned, or hauled away for proper disposal - depending upon landowner preference.) 5. Site preparation shall include identifying surface waterways and potential conduits to groundwater (i.e. sinkholes) and then implementing best management practices to prevent groundwater degradation. 6. Contractor shall construct a temporary pit, and install a minimum 6-mil liner for fluids containment. 7. Contractor shall disconnect all wellhead connections to flowlines, meters, separators or tanks (without creating leakage or spillage) and permanently secure all buried lines 24 inches below ground level by placement of bull plugs. 8. If the wellhead is equipped with a pump jack and connected to tubing/rods assembly downhole, the extracted tubing and rods from the wellbore shall be scanned with a Ludlum Model 19 Micro R meter (or equivalent) for TENORM (Technologically Enhanced Radioactive Material) which typically is deposited as scale. Same procedure applies to any flow lines, loose pipe or metal about the wellsite, or metal from associated structures being reclaimed. If the meter scan detects a measurement in microroentgen per hour (uR/hr) equal to or exceeding double the background radiation, a disposal procedure compliant with KRS Chapter 211 and 902 KAR 100.180 shall be required. Approved disposal of TENORM material will require material chain-of-custody, an approved disposal site and full documentation submitted to the Division. Contractor shall submit invoice for cost of TENORM disposal plus 10% for administration costs, which shall be approved upon presentation of required shipment manifests, full cost documentation and proof of proper disposal. 9. Measurement of wellhead methane emissions may be performed by an authorized representative of the Division prior to plugging operations 10. Contractor shall rig up on the wellhead and run tools downhole to confirm total depth or establish total depth (Inspector must approve alternative downhole measures such as perforating, setting of plugs or cutting casing if required variant from