HomeMy WebLinkAbout20181640 Ver 1_HDD Drilling Fluid Contingency Plan_071218_20181129HORIZONTAL DIRECTION DRILLING (HDD) CONTINGENCY PLAN
DUKE ENERGY
Page 1 July 12, 2018
HDD is a common method used to install underground utilities through heavily developed areas,
roadways, waterways, steep slopes, and environmentally sensitive areas to minimize the
surface disturbance that traditional open-cut trenching methods typically require. HDD
construction generally limits disturbances along project corridors which may result in a smaller
environmental footprint.
HDD operations have the potential to release drilling fluids into the surface and subsurface
environments through nearby utilities, unconsolidated sediments, fractured bedrock and faulting
or other local structural features. The drilling fluid typically will flow into the surrounding rock and
sand and travel toward the ground surface. The drilling fluid, a bentonite slurry (other additives
may be included as well), is used as a lubricant during the drilling of the bore hole, enabling the
rock and soil cuttings from the drilling process to be carried back to a containment bay at the
ground surface at the drilling site. It also builds a borehole mud cake or lining which can act as a
seal to prevent migration of fluids either into or out of the borehole and enhance the stability and
integrity of the bore hole. Bentonite is a non-toxic, naturally occurring clay commonly used for
agricultural purposes such as decreasing water loss in ponds and soils. Other common
additives include:
Additives Functions
Polymers Aids in maintaining borehole integrity; control
of fluid loss; management of fluid viscosity;
cuttings encapsulation; viscosifier, friction
reduction and flocculant
Clay Inhibitors / Surfactants Reduces swelling and sticking tendencies
during drilling operations and down time;
torque reduction
Drilling Detergents Reduces surface tension and sticking
tendency of clay cuttings; aids in prevention of
bit balling and mud rings; torque reduction
Pyrophosphates Dispersant; aids in thinning and reduction of
flocculation in the drilling fluid; aids with bit
balling
Soda Ash Reduces hardness of make-up water; aids the
yielding process
Note that there is no hydraulic fracturing of shale for oil or gas production associated with this
method of directional drilling on the site. The HDD bores should be designed to provide
sufficient depth below water crossings and/or wetlands to reduce the risk of drilling fluid
releasing into such features.
While drilling, fluid seepage away from the borehole is most likely to occur near the bore entry
and exit points where the drill head is shallow; although seepage can occur in any location
along an HDD. This Horizontal Direction Drilling Contingency Plan (Plan) establishes
operational procedures and responsibilities for the prevention, containment, reporting and
cleanup of fluid loss incidents associated with an HDD project. Project drawings and
specifications also provide details of the HDD portion of the project.
The contractor responsible for the work must adhere to this Plan during the HDD process.
Although HDD Contingency Plans are not routinely reviewed or commented upon by regulatory
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agencies during project review and approval processes, such plans are often requested by
regulatory agencies when Inadvertent Releases (IRs) occur. Therefore, the Plan and IR reports
may come under regulatory review during regulatory visits, inspections or IR response actions.
The specific objectives of this plan are to:
1. Minimize the potential for a drilling fluid release associated with HDD activities;
2. Protect environmentally sensitive areas;
3. Provide for the timely detection of drilling fluid releases;
4. Ensure an organized, timely, and efficient response in the event of a release of
drilling fluid; and
5. Ensure appropriate notifications are made immediately to appropriate Duke Energy
project and environmental support staff. Duke Energy will be responsible for
notifications to appropriate regulatory agencies.
Pre-Construction Measures
Before any HDD commences, an environmental safety meeting will take place. This Plan will be
discussed, questions answered and any potential conflicts reconciled. The Site Supervisor shall
ensure a copy of this Plan is available (onsite) and accessible to all construction personnel. The
Site Supervisor shall ensure all workers are properly trained and familiar with the necessary
procedures for response to a drilling fluid release prior to commencement of drilling operations.
Other best-management measures are listed below:
1. Anticipated drilling fluid mixtures descriptions are to be provided during the project
review process, including all product Safety Data Sheets (SDSs) of commercial mud
mixes and additives. All such SDSs shall be maintained at the project site.
2. Appropriate HDD drilling fluid spill response items (See Appendix A) shall be kept
onsite and used if an IR of drilling fluid occurs.
3. Prior to construction, the work areas must be flagged and the environmental limits
defined (wetland boundaries, setbacks, etc.). Erosion and sediment controls will be
placed on downgradient sides of the drilling rig location and around the drilling fluid
containment bays as a preventative measure against drilling fluids leaving the drill rig
site. If the project has not necessitated the preparation of a formal Sediment &
Erosion Control Plan, Best Management Plan (BMP) details for appropriate controls
should be reviewed and considered from the Duke Energy Construction Stormwater
Planning Manual (April 2017; Document GDLP-ENV-EVS-00006). Additional details
regarding environmental sensitive areas and construction activities can be found in
this document.
Fluid Loss Response and Measures
The response of the field crew to a drilling fluid loss shall be immediate and in accordance with
procedures identified in this Plan. All appropriate emergency actions that do not pose additional
threats to sensitive resources will be taken, as follows:
1. Containment bays will be in place at both the drill entry and exit points to prevent
drilling fluid from leaving the drill rig site at the entry and exit points. Sufficient
freeboard (two (2) feet) shall be maintained in all containment bays. Silt fences,
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wattles, or other appropriate measures shall be placed along the downgradient
boundaries of the drill rig site.
2. The viscosity, pressure and volume of drilling fluids will be closely observed by the
drilling contractor during HDD activities to watch for indications of fluid loss or
developing borehole conditions that could increase the likelihood of an Inadvertent
Release.
3. Drilling operations will be halted by the drill rig operators immediately upon detection
of a loss of circulation, a drop in drilling pressure or any other indicator of fluid loss.
The loss of drilling fluid to the surface is typically greatest at shallow locations,
typically near the entry and exit points of the HDD.
4. Characterization and documentation of any inadvertent release shall begin
immediately. The Site Supervisor and Site Environmental Inspector shall be notified
immediately. Once IR identification occurs, the Site Supervisor shall immediately
notify Duke Energy Environmental support staff. Photographs, details of the release,
location, volume released, receiving stream characteristics and other important
information should be collected and reported immediately to the appropriate Duke
Energy Environmental staff. Containment efforts in accordance with this Plan shall
commence immediately but clean-up of drilling fluid IRs must wait until appropriate
consultation and concurrence from Duke Energy Environmental support staff.
5. In the event of a loss of drilling fluid, the Site Supervisor and Site Environmental
Inspector shall conduct an evaluation of the situation and direct recommended
mitigation actions, based on the following guidelines of the severity of the fluid loss:
a. If the loss of drilling fluid is minor, easily contained, has not reached the
surface and is not threatening environmentally sensitive areas, drilling
operations may resume after use of an approved leak stopping compound,
redirection of the bore or alteration of drilling techniques as applicable based
on site geological conditions and equipment or operator capabilities.
b. If drilling fluid reaches the land surface, the area will be isolated with silt fence,
wattles or similar measures to contain drilling fluid.
i. A containment or relief bay may be installed on high ground to keep
drilling fluid from reaching environmentally sensitive areas and
removal will begin by vac-truck or hand tools.
ii. In areas that cannot be reached by a vac-truck for drilling fluid
removal, a tiered system of contained areas will relay drilling fluid to a
location accessible by a vac-truck and removed.
iii. If it is not possible to relay drilling fluid to a suitable location for
removal by a vac-truck, drilling contractor workers will use hand tools
and vacuums to remove the drilling fluid from contained areas.
iv. Any material coming into contact with drilling fluids shall be removed
to a depth where there are no visible signs of the spilled material,
contained and properly disposed of, as required by Duke Energy
policies. The drilling contractor shall be responsible for ensuring that
the drilling fluid material is either properly disposed of at an approved
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disposal facility or properly recycled in an approved manner.
Contractor must provide Duke Energy with documented proof of
disposal.
c. If drilling fluid reaches the surface in surface waters or wetlands, the following
actions will be initiated.
i. For low volume, low flowing streams, a coffer dam (or equivalent) for
containment will be installed downstream.
ii. Photographs, details of the release, location, volume released,
receiving stream characteristics and other important information
should be collected and reported immediately to the appropriate Duke
Energy Environmental staff.
iii. For higher volume, larger flowing streams, a coffer dam (or
equivalent) may be installed both upstream and downstream.
Consideration should be given to use of bypass pumping to ensure no
flooding or potential loss of containment.
iv. Removal of drilling fluid released to high-ground will begin by
appropriate equipment or hand tools immediately. If the fluid loss is
widespread, the Site Supervisor may discuss the use of a vac-truck
with Duke Energy Environmental staff.
v. Due to potential adverse environmental impacts, no released material
located within streams or wetlands shall be removed without prior
discussion with Duke Energy Environmental support staff.
vi. Duke Energy Environmental support staff will be responsible for any
regulatory notifications.
Response Close-out Procedures
When the IR has been contained and cleaned up, response closeout activities will be conducted
at the direction of the Site Supervisor and Site Environmental Inspector and shall include the
following:
1. The recovered drilling fluid will either be recycled or hauled to an approved facility for
disposal. Contractor shall provide Duke Energy Environmental support staff with
documented proof of disposal. No recovered drilling fluids or materials will be
discharged into streams, wetlands, storm drains or any other environmentally sensitive
areas;
2. All spilled drilling fluid excavation and clean-up high ground sites will be returned to pre-
project contours using clean fill, appropriate seeding activities, as necessary. Clean up
to areas within wetlands, streams or other sensitive environmental areas will be on a site
specific basis in consultation with Duke Energy Environmental support staff and
regulatory agencies, if appropriate; and
3. All containment measures (wattles, straw bales, silt fences, etc.) will not be removed
until the site is properly stabilized and such removal is authorized by Duke Energy
Environmental support staff.
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In addition to the HDD IR Documentation Form (See Appendix B) the Site Supervisor and Site
Environmental Inspector shall record narrative details of drilling fluid losses or IRs in their daily
log. The narratives shall include any notes or details regarding containment, characterization,
cleanup or stabilization activities not otherwise captured from the HDD IR Documentation Form.
Construction Re-start
For small releases which do not reach surface waters, wetlands or other environmentally
sensitive areas, drilling may continue if the release is promptly contained and cleaned up, and at
least one member of the clean-up crew remains at the drilling fluid loss location throughout the
remainder of the drilling of the bore.
For all other releases which impact environmentally sensitive areas, construction activities will
not restart without prior approval from Duke Energy Environmental staff. IRs into
environmentally sensitive areas will require at least one member of the clean-up crew to remain
at the drilling fluid loss location throughout the remainder of the drilling of the bore as well as
having one member track with, or slightly behind, the drilling head to observe any signs of
potential releases.
Bore Abandonment
Abandonment of the bore will only be considered when all efforts to control the drilling fluid loss
within the existing HDD have failed or borehole conditions have deteriorated to the extent that
completing the bore is infeasible. The borehole will be completely abandoned and a new
location determined. Any borehole abandonment locations will be documented and shown on
any as-built documents.
The following steps will be implemented during abandonment of the borehole:
1. Determine the new location for the HDD crossing.
2. Insert casing, as necessary to remove the pilot string.
3. Pump a thick grout plug into the borehole to securely seal the abandoned borehole.
Communications During an HDD Project
Communications for routine aspects of an HDD should be between the HDD Contractor Site
Supervisor and Duke Energy/Piedmont Project Manager. During IRs, the Duke Energy
Environmental Support staff should be incorporated into such dialogs for guidance and
concurrence on IR response actions. The Duke Energy Environmental Field Support staff will
provide IR details to the Duke Energy Water Subject Matter Expert (SME) for consultation and
determinations regarding regulatory notifications and response activities. The Duke Energy
Water SME will consult with appropriate Duke Energy management representatives regarding
verbal and/or written regulatory notifications and guidance for any response actions. Design
consultant should also be integrated into the activities to benefit from experience or educational
opportunities to improve or enhance HDD design or construction aspects.
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Appendix A - HDD Drilling Fluid Spill Response Items
Containment, response, and clean-up equipment will be readily available at the HDD site to
assure a timely response to IRs. Equipment may include, but is not limited to:
- shovels, push brooms, squeegees, trowels, pails and/or other appropriate hand tools
- hay or straw bales, wattles and wooden stakes
- silt fence, T-bar posts, post pounders
- plastic sheeting or geotextile fabric
- sediment/silt curtains, sand bags, absorbent booms or pads
- pumps with sufficient suction & lifting heads; control & check valves and leak-free hoses
- tanks for non-potable water and/or waste mixture storage
- extra radio, cellular phone(s), batteries, flashlights, lanterns
- wetland mats for worker foot-traffic into wetlands
- wetland mats for equipment
- earth moving equipment (backhoes, dozers, skid-steers, as appropriate)
- standby generator(s), light plant, lights and towers, electrical cords
- secondary containment for all on-site mobile equipment, fuel, lube or other chemical
storage containers
- vacuum truck (or on 24-hour call)
- boat with oars or outboard motor (or on 24-hour call)
- SDS sheets for all on-site materials
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Contained To Permitted ROW? (Yes/No)
Assessibility Requirements (4x4, equipment or worker
access mats, hose length, etc):
Estimated Duration of Release (min.):
Proposed method of drilling fluid / waste recovery:
Photo Documentation (provide pre-cleanup photos of
IR, upgradient, downgradient views, impact areas)
Proposed disposal site for waste material:
Proposed waste material storage or disposal plan:
Characterization (fluid type) and Estimated Release
Volume (gallons)
Release Time (hhmm):
Site Supervisor / Contractor / Cell Phone Number:
Location/Address (Narrative description if necessary,
project drawing #, station #, lat/long, GPS coordinates,
etc.): Include County of incident
Potential or Actual Environmental Impacts (wetlands,
waterbody (stream name if known), drainageways, or
other areas within 100 feet of water):
Estimated Impacted Area (Dimensions - length, width
(ft) & depth (in.):
Appendix B - HDD Inadvertent Release Documentation
Project Name/Number:
Reported By / Cell Phone Number:
Release Date (mm/dd/yyyy):
Project type: Resource Center or Major Project?