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Plan Implementation –
Mitigation Measures
• Make sure to check the ACP to be consistent
with protection strategies.
• Make sure to identify these strategies in the
plan.
• Tactical plan sheets are good way to illustrate.
84
85
85
Response Planning Levels
• Required discussion of specific planning
scenarios
• Multi-level planning approach
– Response is quantitatively different depending on
quantity of discharge
– Potential direction of spill pathway
– Planning discharge scenarios are:
• Small
• Medium
• WCD
§112.20(h)(7)
Appendix F, Sec 1.7
86
Section 1.7.1: FRP Spill Response
Planning Levels
Planning
scenario
Oil volume
Small 2,100 gallons or less
Medium Greater than 2,100 gallons but less than or equal to 36,000 gallons
or 10 percent of largest tank at facility, whichever is less
Worst Case Calculated based on type of facility, number of containers, whether
secondary containment is adequate, and capacity of largest
aboveground storage tank (AST)
Often the capacity of the largest AST
87
Response Capability: Small Discharge
Equipment Capacity Timeline Citation
Containment
Boom*
1,000 feet or
Twice the length of the largest
vessel that regularly conducts oil
transfers to or from the facility
(whichever is greater)
Means of deploying
within 1 hour of the
discovery of an oil
discharge
Appendix E,
Section 3.3.1
Oil Recovery
Devices
Effective daily recovery capacity
equal to or greater than the
amount of oil discharged in a
small discharge
Available at the facility
within 2 hours of the
discovery of an oil
discharge
Appendix E,
Section 3.3.2
Oil Storage
Capacity
Daily storage capacity equivalent
to twice the effective daily
recovery capacity, unless the
owner/operator can show that a
lower capacity is adequate
Available at the facility Appendix E,
Section 12.2
* Other means of containment may be appropriate for inland facility (see next slide)
The response resources shall, as appropriate, include:
Appendix E, Section 3.3:
88
Inland “Small Stream”
Containment - Alternatives
• Containment dams
• Underflow dams
• Inflatable diaphragms
• Spill gates
Note: These alternatives are now included in the
revised PREP Guidelines, effective June 2016.
More on the PREP Guidelines later.
89
Berms, Underflow Dams
UNDER-FLOW DAMS
Design and Construction
Theory of Operation
• In small creeks and drainage ways an under-flow
dam can be constructed to contain free floating
oil and allow uncontaminated water to pass
through the dam.
• The design consists of a length of pipe or
culvert placed parallel to the direction of water
flow with the upstream end lower then the
downstream end. The dam can be constructed
with sand bags, shovels, or heavy digging
equipment.
Under-flow dams are sometimes called siphon
dams
Construction Considerations
• The pipe must be large enough and positioned
correctly to allow water to pass without backing up to
a depth greater then the dam or surrounding banks.
• Several pipes at various depths or side by side may
be used in the dam to carry the required flow.
• An alternate method is to add a valve on the
downstream side or a “T” on the upstream side of a
level pipe to control the water level.
• Existing culverts can be utilized at some locations
along a creek by damming the creek downstream
and thereby raising the water level above the top of
the culvert
Design Resources
• Consulting companies can provide plan holders with
design worksheets and other resources to help in
developing the underflow dam response scenario.
• Example is an underflow dam worksheet by ESCO
(Elemental Services & Consulting, Inc.) in their Oil
Spill Job Aids manual (not an endorsement).
96
Determination of Response Resources
– A More Detailed Look at App. E
§§112.20(h)(7)
Appendix F, Sec 1.7
Appendix E, Sec 5
97
Appendix E
Determination of Required Response
Resources for FRPs
• Appendix E includes procedures for identifying response
resources necessary to address small, medium, and
worst case discharges
• In applying Appendix E, plan preparers will want to
ensure that response equipment is available:
– In sufficient quantities
– For the intended “operating environment”
– Appropriate to the oil type
– Can be mobilized within prescribed time standards
• Reviewers will also want to validate the operability and
overall readiness of this equipment

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Snip from Troy S.'s FRP Presentation

  • 1. Plan Implementation – Mitigation Measures • Make sure to check the ACP to be consistent with protection strategies. • Make sure to identify these strategies in the plan. • Tactical plan sheets are good way to illustrate. 84
  • 2. 85 85 Response Planning Levels • Required discussion of specific planning scenarios • Multi-level planning approach – Response is quantitatively different depending on quantity of discharge – Potential direction of spill pathway – Planning discharge scenarios are: • Small • Medium • WCD §112.20(h)(7) Appendix F, Sec 1.7
  • 3. 86 Section 1.7.1: FRP Spill Response Planning Levels Planning scenario Oil volume Small 2,100 gallons or less Medium Greater than 2,100 gallons but less than or equal to 36,000 gallons or 10 percent of largest tank at facility, whichever is less Worst Case Calculated based on type of facility, number of containers, whether secondary containment is adequate, and capacity of largest aboveground storage tank (AST) Often the capacity of the largest AST
  • 4. 87 Response Capability: Small Discharge Equipment Capacity Timeline Citation Containment Boom* 1,000 feet or Twice the length of the largest vessel that regularly conducts oil transfers to or from the facility (whichever is greater) Means of deploying within 1 hour of the discovery of an oil discharge Appendix E, Section 3.3.1 Oil Recovery Devices Effective daily recovery capacity equal to or greater than the amount of oil discharged in a small discharge Available at the facility within 2 hours of the discovery of an oil discharge Appendix E, Section 3.3.2 Oil Storage Capacity Daily storage capacity equivalent to twice the effective daily recovery capacity, unless the owner/operator can show that a lower capacity is adequate Available at the facility Appendix E, Section 12.2 * Other means of containment may be appropriate for inland facility (see next slide) The response resources shall, as appropriate, include: Appendix E, Section 3.3:
  • 5. 88 Inland “Small Stream” Containment - Alternatives • Containment dams • Underflow dams • Inflatable diaphragms • Spill gates Note: These alternatives are now included in the revised PREP Guidelines, effective June 2016. More on the PREP Guidelines later.
  • 8. Theory of Operation • In small creeks and drainage ways an under-flow dam can be constructed to contain free floating oil and allow uncontaminated water to pass through the dam. • The design consists of a length of pipe or culvert placed parallel to the direction of water flow with the upstream end lower then the downstream end. The dam can be constructed with sand bags, shovels, or heavy digging equipment.
  • 9. Under-flow dams are sometimes called siphon dams
  • 10. Construction Considerations • The pipe must be large enough and positioned correctly to allow water to pass without backing up to a depth greater then the dam or surrounding banks. • Several pipes at various depths or side by side may be used in the dam to carry the required flow. • An alternate method is to add a valve on the downstream side or a “T” on the upstream side of a level pipe to control the water level. • Existing culverts can be utilized at some locations along a creek by damming the creek downstream and thereby raising the water level above the top of the culvert
  • 11. Design Resources • Consulting companies can provide plan holders with design worksheets and other resources to help in developing the underflow dam response scenario. • Example is an underflow dam worksheet by ESCO (Elemental Services & Consulting, Inc.) in their Oil Spill Job Aids manual (not an endorsement).
  • 12.
  • 13. 96 Determination of Response Resources – A More Detailed Look at App. E §§112.20(h)(7) Appendix F, Sec 1.7 Appendix E, Sec 5
  • 14. 97 Appendix E Determination of Required Response Resources for FRPs • Appendix E includes procedures for identifying response resources necessary to address small, medium, and worst case discharges • In applying Appendix E, plan preparers will want to ensure that response equipment is available: – In sufficient quantities – For the intended “operating environment” – Appropriate to the oil type – Can be mobilized within prescribed time standards • Reviewers will also want to validate the operability and overall readiness of this equipment