Appendix C to Part 154 - Guidelines for Determining and Evaluating Required Response Resources for Facility Response Plans
33:2.0.1.5.23.13.179.1.3 : Appendix C
Appendix C to Part 154 - Guidelines for Determining and Evaluating
Required Response Resources for Facility Response Plans 1. Purpose
1.1 The purpose of this appendix is to describe the procedures
for identifying response resources to meet the requirements of
subpart F of this part. These guidelines will be used by the
facility owner or operator in preparing the response plan and by
the Captain of the Port (COTP) when reviewing them. Response
resources identified in subparts H and I of this part should be
selected using the guidelines in section 2 and Table 1 of this
appendix.
2. Equipment Operability and Readiness
2.1 All equipment identified in a response plan must be designed
to operate in the conditions expected in the facility's geographic
area. These conditions vary widely based on location and season.
Therefore, it is difficult to identify a single stockpile of
response equipment that will function effectively in each
geographic location.
2.2 Facilities handling, storing, or transporting oil in more
than one operating environment as indicated in Table 1 of this
appendix must identify equipment capable of successfully
functioning in each operating environment.
2.3 When identifying equipment for response plan credit, a
facility owner or operator must consider the inherent limitations
in the operability of equipment components and response systems.
The criteria in Table 1 of this appendix should be used for
evaluating the operability in a given environment. These criteria
reflect the general conditions in certain operating areas.
2.3.1 The Coast Guard may require documentation that the boom
identified in a response plan meets the criteria in Table 1. Absent
acceptable documentation, the Coast Guard may require that the boom
be tested to demonstrate that it meets the criteria in Table 1.
Testing must be in accordance with ASTM F 715 (incorporated by
reference, see § 154.106), or other tests approved by the Coast
Guard.
2.4 Table 1 of this appendix lists criteria for oil recovery
devices and boom. All other equipment necessary to sustain or
support response operations in the specified operating environment
must be designed to function in the same conditions. For example,
boats which deploy or support skimmers or boom must be capable of
being safely operated in the significant wave heights listed for
the applicable operating environment.
2.5 A facility owner or operator must refer to the applicable
local contingency plan or ACP, as appropriate, to determine if ice,
debris, and weather-related visibility are significant factors in
evaluating the operability of equipment. The local contingency plan
or ACP will also identify the average temperature ranges expected
in the facility's operating area. All equipment identified in a
response plan must be designed to operate within those conditions
or ranges.
2.6 The requirements of subparts F, G, H and I of this part
establish response resource mobilization and response times. The
distance of the facility from the storage location of the response
resources must be used to determine whether the resources can
arrive on scene within the stated time. A facility owner or
operator shall include the time for notification, mobilization, and
travel time of response resources identified to meet the maximum
most probable discharge and Tier 1 worst case discharge response
time requirements. For subparts F and G, tier 2 and 3 response
resources must be notified and mobilized as necessary to meet the
requirements for arrival on scene in accordance with § 154.1045 or
§ 154.1047 of subpart F, or § 154.1135 of subpart G, as
appropriate. An on water speed of 5 knots and a land speed of 35
miles per hour is assumed unless the facility owner or operator can
demonstrate otherwise.
2.7 For subparts F and G, in identifying equipment, the facility
owner or operator shall list the storage location, quantity, and
manufacturer's make and model. For oil recovery devices, the
effective daily recovery capacity, as determined using section 6 of
this appendix must be included. For boom, the overall boom height
(draft plus freeboard) should be included. A facility owner or
operator is responsible for ensuring that identified boom has
compatible connectors.
2.8 For subparts H and I, in identifying equipment, the facility
owner or operator shall list the storage location, quantity, and
manufacturer's make and model. For boom, the overall boom height
(draft plus freeboard) should be included. A facility owner or
operator is responsible for ensuring that identified boom has
compatible connectors.
3. Determining Response Resources Required for the Average Most
Probable Discharge
3.1 A facility owner or operator shall identify sufficient
response resources available, through contract or other approved
means as described in § 154.1028(a), to respond to the average most
probable discharge. The equipment must be designed to function in
the operating environment at the point of expected use.
3.2 The response resources must include:
3.2.1 1,000 feet of containment boom or two times the length of
the largest vessel that regularly conducts oil transfers to or from
the facility, whichever is greater, and a means deploying it
available at the spill site within 1 hour of the discovery of a
spill.
3.2.2 Oil recovery devices with an effective daily recovery
capacity equal to the amount of oil discharged in an average most
probable discharge or greater available at the facility within 2
hours of the detection of an oil discharge.
3.2.3 Oil storage capacity for recovered oily material indicated
in section 9.2 of this appendix.
4. Determining Response Resources Required for the Maximum Most
Probable Discharge
4.1 A facility owner or operator shall identify sufficient
response resources available, by contract or other approved means
as described in § 154.1028(a), to respond to discharges up to the
maximum most probable discharge volume for that facility. This will
require response resources capable of containing and collecting up
to 1,200 barrels of oil or 10 percent of the worst case discharge,
whichever is less. All equipment identified must be designed to
operate in the applicable operating environment specified in Table
1 of this appendix.
4.2 Oil recovery devices identified to meet the applicable
maximum most probable discharge volume planning criteria must be
located such that they arrive on scene within 6 hours in higher
volume port areas (as defined in § 154.1020) and the Great Lakes
and within 12 hours in all other areas.
4.3 Because rapid control, containment, and removal of oil is
critical to reduce spill impact, the effective daily recovery
capacity for oil recovery devices must equal 50 percent of the
planning volume applicable for the facility as determined in
section 4.1 of this appendix. The effective daily recovery capacity
for oil recovery devices identified in the plan must be determined
using the criteria in section 6 of this appendix.
4.4 In addition to oil recovery capacity, the plan must identify
sufficient quantities of containment boom available, by contract or
other approved means as described in § 154.1028(a), to arrive
within the required response times for oil collection and
containment and for protection of fish and wildlife and sensitive
environments. While the regulation does not set required quantities
of boom for oil collection and containment, the response plan must
identify and ensure, by contract or other approved means as
described in § 154.1028(a), the availability of the boom identified
in the plan for this purpose.
4.5 The plan must indicate the availability of temporary storage
capacity to meet the guidelines of section 9.2 of this appendix. If
available storage capacity is insufficient to meet this level, then
the effective daily recovery capacity must be derated to the limits
of the available storage capacity.
4.6 The following is an example of a maximum most probable
discharge volume planning calculation for equipment identification
in a higher volume port area: The facility's worst case discharge
volume is 20,000 barrels. Ten percent of this is 2,000 barrels.
Since this is greater than 1,200 barrels, 1,200 barrels is used as
the planning volume. The effective daily recovery capacity must be
50 percent of this, or 600 barrels per day. The ability of oil
recovery devices to meet this capacity will be calculated using the
procedures in section 6 of this appendix. Temporary storage
capacity available on scene must equal twice the daily recovery
rate as indicated in section 9 of this appendix, or 1,200 barrels
per day. This is the information the facility owner or operator
will use to identify and ensure the availability of, through
contract or other approved means as described in § 154.1028(a), the
required response resources. The facility owner will also need to
identify how much boom is available for use.
5. Determining Response Resources Required for the Worst Case
Discharge to the Maximum Extent Practicable
5.1 A facility owner or operator shall identify and ensure
availability of, by contract or other approved means, as described
in § 154.1028(a), sufficient response resources to respond to the
worst case discharge of oil to the maximum extent practicable.
Section 7 of this appendix describes the method to determine the
required response resources.
5.2 Oil spill response resources identified in the response plan
and available through contract or other approved means, as
described in § 154.1028(a), to meet the applicable worst case
discharge planning volume must be located such that they can arrive
at the scene of a discharge within the times specified for the
applicable response tiers listed in § 154.1045.
5.3 The effective daily recovery capacity for oil recovery
devices identified in a response plan must be determined using the
criteria in section 6 of this appendix. A facility owner or
operator shall identify the storage locations of all response
resources that must be used to fulfill the requirements for each
tier. The owner or operator of a facility whose required daily
recovery capacity exceeds the applicable response capability caps
in Table 5 of this appendix shall identify sources of additional
equipment, their locations, and the arrangements made to obtain
this equipment during a response. The owner or operator of a
facility whose calculated planning volume exceeds the applicable
contracting caps in Table 5 shall identify sources of additional
equipment equal to twice the cap listed in Tiers 1, 2, and 3 or the
amount necessary to reach the calculated planning volume, whichever
is lower. The resources identified above the cap must be capable of
arriving on scene not later than the Tiers 1, 2, and 3 response
times in § 154.1045. No contract is required. While general
listings of available response equipment may be used to identify
additional sources, a response plan must identify the specific
sources, locations, and quantities of equipment that a facility
owner or operator has considered in his or her planning. When
listing Coast Guard classified oil spill removal organization(s)
which have sufficient removal capacity to recover the volume above
the response capability cap for the specific facility, as specified
in Table 5 of this appendix, it is not necessary to list specific
quantities of equipment.
5.4 A facility owner or operator shall identify the availability
of temporary storage capacity to meet the requirements of section
9.2 of this appendix. If available storage capacity is insufficient
to meet this requirement, then the effective daily recovery
capacity must be derated to the limits of the availabile storage
capacity.
5.5 When selecting response resources necessary to meet the
response plan requirements, the facility owner or operator must
ensure that a portion of those resources are capable of being used
in close-to-shore response activities in shallow water. The
following percentages of the on-water response equipment identified
for the applicable geographic area must be capable of operating in
waters of 6 feet or less depth:
(i) Offshore - 10 percent
(ii) Nearshore/inland/Great Lakes/rivers and canals - 20
percent.
5.6 In addition to oil spill recovery devices, a facility owner
or operator shall identify sufficient quantities of boom that are
available, by contract or other approved means as described in §
154.1028(a), to arrive on scene within the required response times
for oil containment and collection. The specific quantity of boom
required for collection and containment will depend on the specific
recovery equipment and strategies employed. A facility owner or
operator shall also identify sufficient quantities of oil
containment boom to protect fish and wildlife and sensitive
environments for the number of days and geographic areas specified
in Table 2. Sections 154.1035(b)(4)(iii) and 154.1040(a), as
appropriate, shall be used to determine the amount of containment
boom required, through contract or other approved means as
described in § 154.1028(a), to protect fish and wildlife and
sensitive environments.
5.7 A facility owner or operator must also identify, through
contract or other approved means as described in § 154.1028(a), the
availability of an oil spill removal organization capable of
responding to a shoreline cleanup operation involving the
calculated volume of oil and emulsified oil that might impact the
affected shoreline. The volume of oil that must be planned for is
calculated through the application of factors contained in Tables 2
and 3. The volume calculated from these tables is intended to
assist the facility owner or operator in identifying a contractor
with sufficient resources and expertise. This planning volume is
not used explicitly to determine a required amount of equipment and
personnel.
6. Determining Effective Daily Recovery Capacity for Oil Recovery
Devices
6.1 Oil recovery devices identified by a facility owner or
operator must be identified by manufacturer, model, and effective
daily recovery capacity. These rates must be used to determine
whether there is sufficient capacity to meet the applicable
planning criteria for the average most probable discharge, maximum
most probable discharge, and worst case discharge to the maximum
extent practicable.
6.2 For the purpose of determining the effective daily recovery
capacity of oil recovery devices, the formula listed in section
6.2.1 of this appendix will be used. This method considers
potential limitations due to available daylight, weather, sea
state, and percentage of emulsified oil in the recovered material.
The Coast Guard may assign a lower efficiency factor to equipment
listed in a response plan if it determines that such a reduction is
warranted.
6.2.1 The following formula must be used to calculate the
effective daily recovery capacity:
R = T × 24 hours × E R = Effective daily recovery capacity T =
Throughout rate in barrels per hour (nameplate capacity) E = 20
percent Efficiency factor (or lower factor as determined by Coast
Guard)
6.2.2 For those devices in which the pump limits the throughput
of liquid, throughput rate will be calculated using the pump
capacity.
6.2.3 For belt or mop type devices, the throughput rate will be
calculated using the speed of the belt or mop through the device,
assumed thickness of oil adhering to or collected by the device,
and surface area of the belt or mop. For purposes of this
calculation, the assumed thickness of oil will be 1/4 inch.
6.2.4 Facility owners or operators including oil recovery
devices whose throughput is not measurable using a pump capacity or
belt/mop speed may provide information to support an alternative
method of calculation. This information must be submitted following
the procedures in paragraph 6.3.2 of this appendix.
6.3 As an alternative to 6.2, a facility owner or operator may
submit adequate evidence that a different effective daily recovery
capacity should be applied for a specific oil recovery device.
Adequate evidence is actual verified performance data in spill
conditions or tests using ASTM F 631 (incorporated by reference,
see § 154.106), or an equivalent test approved by the Coast
Guard.
6.3.1 The following formula must be used to calculate the
effective daily recovery capacity under this alternative:
R = D × U R = Effective daily recovery capacity D = Average Oil
Recovery Rate in barrels per hour (Item 26 in ASTM F 808; Item
13.2.16 in ASTM F 631; or actual performance data) U = Hours per
day that a facility owner or operator can document capability to
operate equipment under spill conditions. Ten hours per day must be
used unless a facility owner or operator can demonstrate that the
recovery operation can be sustained for longer periods.
6.3.2 A facility owner or operator proposing a different
effective daily recovery rate for use in a response plan shall
provide data for the oil recovery devices listed. The following is
an example of these calculations:
A weir skimmer identified in a response plan has a
manufacturer's rated throughput at the pump of 267 gallons per
minute (gpm).
267 gpm = 381 barrels per hour R = 381 × 24 × .2 = 1829 barrels per
day
After testing using ASTM procedures, the skimmer's oil recovery
rate is determined to be 220 gpm. The facility owner of operator
identifies sufficient response resources available to support
operations 12 hours per day.
220 gpm = 314 barrels per hour R = 314 × 12 = 3768 barrels per day
The facility owner or operator will be able to use the higher
rate if sufficient temporary oil storage capacity is available.
Determinations of alternative efficiency factors under paragraph
6.2 or alternative effective daily recovery capacities under
paragraph 6.3 of this appendix will be made by Commandant (CG-CPE),
Attn: Office of Crisis and Contingency Preparedness and Exercise
Policy, U.S. Coast Guard Stop 7516, 2703 Martin Luther King Jr.
Avenue SE., Washington, DC 20593-7516. Response contractors or
equipment manufacturers may submit required information on behalf
of multiple facility owners or operators directly in lieu of
including the request with the response plan submission.
7. Calculating the Worst Case Discharge Planning Volumes
7.1 The facility owner or operator shall plan for a response to
a facility's worst case discharge. The planning for on-water
recovery must take into account a loss of some oil to the
environment due to evaporative and natural dissipation, potential
increases in volume due to emulsification, and the potential for
deposit of some oil on the shoreline.
7.2 The following procedures must be used to calculate the
planning volume used by a facility owner or operator for
determining required on water recovery capacity:
7.2.1 The following must be determined: The worst case discharge
volume of oil in the facility; the appropriate group(s) for the
type of oil handled, stored, or transported at the facility
(non-persistent (Group I) or persistent (Groups II, III, or IV));
and the facility's specific operating area. Facilities which
handle, store, or transport oil from different petroleum oil groups
must calculate each group separately. This information is to be
used with Table 2 of this appendix to determine the percentages of
the total volume to be used for removal capacity planning. This
table divides the volume into three categories: Oil lost to the
environment; oil deposited on the shoreline; and oil available for
on-water recovery.
7.2.2 The on-water oil recovery volume must be adjusted using
the appropriate emulsification factor found in Table 3 of this
appendix. Facilities which handle, store, or transport oil from
different petroleum groups must assume that the oil group resulting
in the largest on-water recovery volume will be stored in the tank
or tanks identified as constituting the worst case discharge.
7.2.3 The adjusted volume is multiplied by the on-water oil
recovery resource mobilization favor found in Table 4 of this
appendix from the appropriate operating area and response tier to
determine the total on-water oil recovery capacity in barrels per
day that must be identified or contracted for to arrive on-scene
with the applicable time for each response tier. Three tiers are
specified. For higher volume port areas, the contracted tiers of
resources must be located such that they can arrive on scene within
6, 30, and 54 hours of the discovery of an oil discharge. For all
other river, inland, nearshore, offshore areas, and the Great
Lakes, these tiers are 12, 36, and 60 hours.
7.2.4 The resulting on-water recovery capacity in barrels per
day for each tier must be used to identify response resources
necessary to sustain operations in the applicable operating area.
The equipment must be capable of sustaining operations for the time
period specified in Table 2 of this appendix. The facility owner or
operator must identify and ensure the availability, through
contract or other approved means as described in § 154.1028(a), of
sufficient oil spill recovery devices to provide the effective
daily recovery oil recovery capacity required. If the required
capacity exceeds the applicable cap specified in Table 5 of this
appendix, then a facility owner or operator shall ensure, by
contract or other approved means as described in § 154.1028(a),
only for the quantity of resources required to meet the cap, but
shall identify sources of additional resources as indicated in §
154.1045(m). The owner or operator of a facility whose planning
volume exceeds the cap for 1993 must make arrangements to identify
and ensure the availability, through contract or other approved
means as described in § 154.1028(a), of the additional capacity in
1998 or 2003, as appropriate. For a facility that handles, stores,
or transports multiple groups of oil, the required effective daily
recovery capacity for each group is calculated before applying the
cap.
7.3 The following procedures must be used to calculate the
planning volume for identifying shoreline cleanup capacity:
7.3.1 The following must be determined: The worst case discharge
volume of oil for the facility; the appropriate group(s) for the
type of oil handled, stored, or transported at the facility
(non-persistent (Group I) or persistent (Groups II, III, or IV));
and the operating area(s) in which the facility operates. For a
facility storing oil from different groups, each group must be
calculated separately. Using this information, Table 2 of this
appendix must be used to determine the percentages of the total
planning volume to be used for shoreline cleanup resource
planning.
7.3.2 The shoreline cleanup planning volume must be adjusted to
reflect an emulsification factor using the same procedure as
described in section 7.2.2.
7.3.3 The resulting volume will be used to identify an oil spill
removal organization with the appropriate shoreline cleanup
capability.
7.3.4 The following is an example of the procedure described
above: A facility receives oil from barges via a dock located on a
bay and transported by piping to storage tanks. The facility
handles Number 6 oil (specific gravity .96) and stores the oil in
tanks where it is held prior to being burned in an electric
generating plant. The MTR segment of the facility has six 18-inch
diameter pipelines running one mile from the dock-side manifold to
several storage tanks which are located in the
non-transportation-related portion of the facility. Although the
facility piping has a normal working pressure of 100 pounds per
square inch, the piping has a maximum allowable working pressure
(MAWP) of 150 pounds per square inch. At MAWP, the pumping system
can move 10,000 barrels (bbls) of Number 6 oil every hour through
each pipeline. The facility has a roving watchman who is required
to drive the length of the piping every 2 hours when the facility
is receiving oil from a barge. The facility operator estimates that
it will take approximately 10 minutes to secure pumping operations
when a discharge is discovered. Using the definition of worst case
discharge provided in § 154.1029(b)(ii), the following calculation
is provided:
|
bbls. |
2 hrs + 0.17 hour
× 10,000 bbls per hour |
21,700 |
Piping volume =
37,322 ft 3 ÷ 5.6 ft 3/bbl |
+ 6,664 |
Discharge volume
per pipe |
28,364 |
Number of
pipelines |
× 6 |
Worst case
discharge from MTR facility |
170,184 |
To calculate the planning volumes for onshore recovery:
Worst case discharge: 170,184 bbls. Group IV oil Emulsification
factor (from Table 3): 1.4 Operating Area impacted: Inland Planned
percent oil onshore recovery (from Table 2): Inland 70% Planning
volumes for onshore recovery: Inland 170,184 × .7 × 1.4 = 166,780
bbls.
Conclusion: The facility owner or operator must contract with a
response resource capable of managing a 166,780 barrel shoreline
cleanup.
To calculate the planning volumes for on-water recovery:
Worst case discharge: 170,184 bbls. Group IV oil Emulsification
factor (from Table 3): 1.4 Operating Area impacted: Inland Planned
percent oil on-water recovery (from Table 2): Inland 50% Planning
volumes for on-water recovery: Inland 170,184 × .5 × 1.4 = 119,128
bbls.
To determine the required resources for on-water recovery for
each tier, use the mobilization factors from Table 4:
|
Tier 1 |
Tier 2 |
Tier 3 |
Inland = 119,128
bbls. |
× .15 |
× .25 |
× .40 |
Barrels per day
(pbd) |
17,869 |
29,782 |
47,652 |
Conclusion: Since the requirements for all tiers for inland
exceed the caps, the facility owner will only need to contract for
10,000 bpd for Tier 1, 20,000 bpd for Tier 2, and 40,000 bpd for
Tier 3. Sources for the bpd on-water recovery resources above the
caps for all three Tiers need only be identified in the response
plan.
Twenty percent of the capability for Inland, for all tiers, must
be capable of operating in water with a depth of 6 feet or
less.
The facility owner or operator will also be required to identify
or ensure, by contract or other approved means as described in §
154.1028(a), sufficient response resources required under §§
154.1035(b)(4) and 154.1045(k) to protect fish and wildlife and
sensitive environments identified in the response plan for the
worst case discharge from the facility.
The COTP has the discretion to accept that a facility can
operate only a limited number of the total pipelines at a dock at a
time. In those circumstances, the worst case discharge must include
the drainage volume from the piping normally not in use in addition
to the drainage volume and volume of oil discharged during
discovery and shut down of the oil discharge from the operating
piping.
8. Determining the Capability of High-Rate Response Methods
8.1. Calculate cumulative dispersant application capacity as
follows:
8.1.1 A facility owner or operator must plan either for a
dispersant capacity to respond to a facility's worst case discharge
(WCD) of oil, or for the amount of the dispersant resource cap as
required by § 154.1045(i)(3) of this chapter, whichever is the
lesser amount. When planning for the cumulative application
capacity required, the calculations must account for the loss of
some oil to the environment due to natural dissipation causes
(primarily evaporation). The following procedure must be used to
determine the cumulative application requirements:
8.1.2 Determine the WCD volume of oil in gallons and the
appropriate oil group for the type of petroleum oil (persistent
Groups II, III, and IV). For facilities with mixed petroleum oils,
assume a total WCD volume using the group that constitutes the
largest portion of the oil being handled or the group with the
smallest natural dissipation factor;
8.1.3 Multiply the total WCD amount in gallons by the natural
dissipation factor for the appropriate oil group as follows: Group
II factor is 0.50; Group III is 0.30; and Group IV is 0.10. This
represents the amount of oil that can be expected to be lost to
natural dissipation in a nearshore environment. Subtract the oil
amount lost to natural dissipation from the total WCD amount to
determine the remaining oil available for treatment by dispersant
application; and
8.1.4 Multiply the oil available for dispersant treatment by the
dispersant-to-oil planning application ratio of 1 part dispersant
to 20 parts oil (0.05). The resulting number represents the
cumulative total dispersant-application capability that must be
ensured available within the first 60 hours.
8.1.5(i) The following is an example of the procedure described
in paragraphs 8.1.1 through 8.1.4 above: A facility with a
1,000,000 gallon WCD of crude oil (specific gravity 0.87) is
located in an area with pre-authorization for dispersant use in the
nearshore environment on the U.S. East Coast:
WCD: 1,000,000 gallons, Group III oil.
Natural dissipation factor for Group III: 30 percent.
General formula to determine oil available for dispersant
treatment: (WCD)−[(WCD) × (natural dissipation factor)] = available
oil.
E.g., 1,000,000 gal−(1,000,000 gal × .30) = 700,000 gallons of
available oil.
Cumulative application capacity = Available oil × planning
application ratio (1 gal dispersant/20 gals oil = 0.05).
E.g., 700,000 gal oil × (0.05) = 35,000 gallons cumulative
dispersant-application capacity.
(ii) The requirements for cumulative dispersant-application
capacity (35,000 gallons) for this facility's WCD is less than the
overall dispersant capability for non-Gulf Coast waters required by
§ 155.1045(i)(3) of this chapter. Because paragraph 8.1.1 of this
appendix requires owners and operators to ensure the availability
of the lesser of a facility's dispersant requirements for WCD or
the amount of the dispersant cap provided for in § 154.1045(i)(3),
the facility in this example would be required to ensure the
availability of 35,000 gallons of dispersant. More specifically,
this facility would be required to meet the following tier
requirements in § 154.1045(i)(3), which total 35,000 gallons
application:
Tier 1 - 4,125 gallons - Completed in 12 hours.
Tier 2 - 23,375 gallons - Completed in 36 hours.
Tier 3 - 7,500 gallons - Completed in 60 hours.
8.2 Determine Effective Daily Application Capacities (EDACs) for
dispersant response systems as follows:
8.2.1 EDAC planning estimates for compliance with the dispersant
application requirements in § 154.1045(i)(3) are to be based
on:
8.2.1.1 The spill occurring at the facility;
8.2.1.2 Specific dispersant application platform operational
characteristics identified in the EDSP or as demonstrated by
operational tests;
8.2.1.3 Locations of primary dispersant staging sites; and
8.2.1.4 Locations and quantities of dispersant stockpiles.
8.2.2 EDAC calculations with supporting documentation must be
submitted to the NSFCC for classification as a Dispersant Oil Spill
Removal Organization.
8.2.3(i) EDAC can also be calculated using the Dispersant
Mission Planner 2 (EDSP). The EDSP is a downloadable application
that calculates EDAC for different dispersant response systems. It
is located on the Internet at:
http://www.response.restoration.noaa.gov/spilltools.
(ii) The DMP2 contains operating information for the vast
majority of dispersant application platforms, including aircraft,
both rotary and fixed wing, and vessels. The DMP2 produces EDAC
estimates by performing calculations based on performance
parameters of dispersant application platforms, locations of
primary dispersant staging sites, home-based airport or port
locations, and the facility location (for the spill site).
8.2.4 For each Captain of the Port zone where a dispersant
response capability is required, the response plan must
identify:
8.2.4.1 The type, number, and location of each
dispersant-application platform intended for use to meet dispersant
delivery requirements specified in § 154.1045(i)(3) of this
chapter;
8.2.4.2 The amount and location of available dispersant
stockpiles to support each platform; and,
8.2.4.3 A primary staging site for each platform that will serve
as its base of operations for the duration of the response.
8.3 In addition to the equipment and supplies required, a
facility owner or operator must identify a source of support to
conduct the monitoring and post-use effectiveness evaluation
required by applicable regional plans and ACPs.
8.4 Identification of the resources for dispersant application
does not imply that the use of this technique will be authorized.
Actual authorization for use during a spill response will be
governed by the provisions of the National Oil and Hazardous
Substances Contingency Plan (40 CFR part 300) and the applicable
Local or Area Contingency Plan.
9. Additional Equipment Necessary To Sustain Response Operations
9.1 A facility owner or operator is responsible for ensuring
that sufficient numbers of trained personnel and boats, aerial
spotting aircraft, containment boom, sorbent materials, boom
anchoring materials, and other supplies are available to sustain
response operations to completion. All such equipment must be
suitable for use with the primary equipment identified in the
response plan. A facility owner or operator is not required to list
these response resources, but shall certify their availability.
9.2 A facility owner or operator shall evaluate the availability
of adequate temporary storage capacity to sustain the effective
daily recovery capacities from equipment identified in the plan.
Because of the inefficiencies of oil spill recovery devices,
response plans must identify daily storage capacity equivalent to
twice the effective daily recovery rate required on scene. This
temporary storage capacity may be reduced if a facility owner or
operator can demonstrate by waste stream analysis that the
efficiencies of the oil recovery devices, ability to decant waste,
or the availability of alternative temporary storage or disposal
locations will reduce the overall volume of oily material storage
requirement.
9.3 A facility owner or operator shall ensure that his or her
planning includes the capability to arrange for disposal of
recovered oil products. Specific disposal procedures will be
addressed in the applicable ACP.
Table 1 - Response Resource Operating
Criteria Oil Recovery Devices
Operating environment |
Significant wave height
1 |
Sea State |
Rivers and
Canals |
≤1 Foot |
1 |
Inland |
≤3 feet |
2 |
Great Lakes |
≤4 feet |
2-3 |
Ocean |
≤6 feet |
3-4 |
BOOM |
Boom
property |
Use |
Rivers and canals |
Inland |
Great Lakes |
Ocean |
Significant Wave
Height 1 |
≤1 |
≤3 |
≤4 |
≤6 |
Sea State |
1 |
2 |
2-3 |
3-4 |
Boom height - in.
(draft plus freeboard) |
6-18 |
18-42 |
18-42 |
≤42 |
Reserve Buoyancy
to Weight Ratio |
2:1 |
2:1 |
2:1 |
3:1 to 4:1 |
Total Tensile
Strength - lbs. |
4,500 |
15-20,000 |
15-20,000 |
≤20,000 |
Skirt Fabric
Tensile Strength - lbs |
200 |
300 |
300 |
500 |
Skirt Fabric Tear
Strength - lbs |
100 |
100 |
100 |
125 |
Table 2 - Removal Capacity Planning
Table
Spill location |
Rivers and
canals |
Nearshore/inland
Great Lakes |
Offshore |
Sustainability of on-water
oil recovery |
3 Days |
4 Days |
6 Days |
Oil group |
% Natural dissipation |
% Recovered floating oil |
% Oil on shore |
% Natural dissipation |
% Recovered floating oil |
% Oil on shore |
% Natural dissipation |
% Recovered floating oil |
% Oil on shore |
1 Non-persistent
oils |
80 |
10 |
10 |
80 |
20 |
10 |
95 |
5 |
/ |
2 Light
crudes |
40 |
15 |
45 |
50 |
50 |
30 |
75 |
25 |
5 |
3 Medium crudes
and fuels |
20 |
15 |
65 |
30 |
50 |
50 |
60 |
40 |
20 |
4 Heavy crudes and
fuels |
5 |
20 |
75 |
10 |
50 |
70 |
50 |
40 |
30 |
Table 3 - Emulsification Factors for
Petroleum Oil Groups
Non-Persistent
Oil: |
|
Group I |
1.0 |
Persistent
Oil: |
|
Group II |
1.8 |
Group III |
2.0 |
Group IV |
1.4 |
Table 4 - On Water Oil Recovery Resource
Mobilization Factors
Operating Area |
Tier 1 |
Tier 2 |
Tier 3 |
Rivers &
Canals |
.30 |
.40 |
.60 |
Inland/Nearshore/Great Lakes |
.15 |
.25 |
.40 |
Offshore |
.10 |
.165 |
.21 |
Table 5 - Response Capability Caps by
Operating Area
|
Tier 1 |
Tier 2 |
Tier 3 |
February 18,
1993: |
|
|
|
All except
rivers and canals, Great Lakes |
10K bbls/day |
20K bbls/day |
40K bbls/day/ |
Great
Lakes |
5K bbls/day |
10K bbls/day |
20K bbls/day. |
Rivers and
canals |
1,500 bbls/day |
3,000 bbls/day |
6,000 bbls/day. |
February 18,
1998: |
|
|
|
All except
rivers and canals, Great Lakes |
12.5K bbls/day |
25K bbls/day |
50K bbls/day. |
Great
Lakes |
6.25K bbls/day |
12.3K bbls/day |
25K bbls/day. |
Rivers and
canals |
1,875 bbls/day |
3,750 bbls/day |
7,500 bbls/day. |
February 18,
2003: |
|
|
|
All except
rivers & canals & Great Lakes |
12.5K bbls/day |
25K bbls/day |
50K bbls/day. |
Great
Lakes |
6.25K bbls/day |
12.3K bbls/day |
25K bbls/day. |
Rivers &
canals |
1,875 bbls/day |
3,750 bbls/day |
7,500 bbls/day. |
[CGD 91-036, 61 FR 7933, Feb. 29, 1996, as amended by CGD 96-026,
61 FR 33666, June 28, 1996; USCG-1999-5151, 64 FR 67175, Dec. 1,
1999; USCG-2000-7223, 65 FR 40058, June 29, 2000; USCG-2005-21531,
70 FR 36349, June 23, 2005; USCG-2001-8661, 74 FR 45025, Aug. 31,
2009; USCG-2010-0351, 75 FR 36284, June 25, 2010; USCG-2014-0410,
79 FR 38436, July 7, 2014; USCG-2018-0874, 84 FR 30880, June 28,
2019]