EGCR 2015 Secondary Containment
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Transcript of EGCR 2015 Secondary Containment
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Secondary Containment for Above Ground Storage Tanks
Eastern Gas Compression Roundtable - May 20, 2015
James M. Bright, P.E.
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About Atwell, LLC One Company
Infinite Solutions Atwell is a bold leader in the consulting,
engineering, and construction industry, serving five core markets:• Real Estate & Land • Oil & Gas• Mining and Materials• Industrial & Manufacturing• Power & Energy
Ranked 168th in Engineering News Record top 500 Firms for 2015 !!
Local Solutions National Presence Offices across North America www.atwell-group.com
EGCR 2015
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Why is it important ?
Control leaks and spills
Protect water resources
Public safety
Minimize fire hazards
It’s the Law
EGCR 2015
Secondary Containment
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Defined:
Secondary containment describes the procedures,
methods, and equipment to prevent the discharge of oil
from non-transportation related onshore and offshore
facilities into navigable waters of the US or adjoining
shorelines.
EGCR 2015
Secondary Containment
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Spill Prevention, Control, and Countermeasure
Clean Water Act of 1972
Environmental Protection Agency (EPA)
40 CFR, Part 112
Oil Pollution Prevention Regulation
EGCR 2015
The SPCC Rule
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Mandates spill prevention and preparedness
Complements existing regulations
Operators must have an SPCC Plan
Requires spills be reported
EGCR 2015
The SPCC Rule
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Highlights
Written document detailing equipment, workforce, procedures, and steps
Reviewed and certified by a licensed P.E.
Copy of Plan to be on file at the facility
Site personal to be trained
Review and evaluated every five years
EGCR 2015
SPCC Plan
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Who must comply ? 112.3 - Owners / Operators of non-
transportation based facilities where: Above Ground Storage Tank
aggregate exceeds 1,320 gallons
Underground Storage Tank aggregate exceeds 42,000 gallons
A spill could reach navigable US waters or adjoining shorelines
NOTE: Oil means any petroleum, vegetable, or animal fat product or waste
EGCR 2015
40 CFR, Part 112
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112.3 - Requirement for Owner / Operator Prepare and implement a SPCC
Plan
112.7 (c ) - General provisions
Provide appropriate containment by means of active or passive facility controls
EGCR 2015
40 CFR, Part 112
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112.8 (c ) - Bulk storage containers
Sufficient freeboard for precipitation
Surface in diked areas is to be Sufficiently impervious
Containment for the entire contents of the largest container
EGCR 2015
40 CFR, Part 112
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Active vs Passive
Active - Specific action• Placing drain covers• Closing valves • Using spill kits
Passive - Permanent installation• Dikes, Curbs, and Barriers
with Liners
EGCR 2015
Key Concepts
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Sufficient Freeboard
EPA suggests using data for 25 year, 24 hour rain event OR 110% volume of largest container
Sufficiently Impervious Soil permeability criteria not
defined
Certifying PE to determine case by case with calculations retained on file
EGCR 2015
Key Concepts
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Space Available For a 500’ x 500’ area
1 vertical inch of dike = 156,000 gallons
Site Slope and Elevations Laid out by Licensed Surveyor
Find dike spill over location and elevation
Underlayment soil, crushed stone, concrete
EGCR 2015
Design Considerations
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Precipitation Water Sufficient Freeboard is not defined
by EPA
Minimum recommended volume:
• 110% of largest tank • 25 year, 24 hour rain event
The method is used must be documented with calculations in SPCC Plan
EGCR 2015
Volume Calculation
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Total tank capacity in gallons x 1.1
minimum safety factor = 10% can be as much as 50%
Length X Width of proposed area X Depth proposed
NOTE: For a group of tanks, use volume of the largest one
EGCR 2015
Volume Calculation
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Convert cubic feet to gallons Divide by 0.1337
Adjust dimensionsto obtain desired volume
trial and error
EGCR 2015
Volume Calculation
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Locate utilities
“One Call” system
Evaluate materials
Earthen Concrete Steel Liner
EGCR 2015
Design Considerations
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Is there sufficient soil on site to construct the dike ?
If not, where can it be found ?
Can the proper compaction be achieved on site? ( 90%-95% Proctor Test )
How imperious is the soil ?
Is a liner required ?
EGCR 2015
Earthen Dikes
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Can formwork be placed easily on site ?
Will their be a subsurface foundation?
Will soil subsidence cause failure of the barrier?
Barrier should be water sealed at the base
EGCR 2015
Concrete Barrier
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Typically vendor provided
Requires a liner
Hydrostatic force calculation
Anchoring required
EGCR 2015
Steel Barrier
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XR-5 Seaman Corporation
• Hydrocarbon resistant • UV resistant• www.seamancorp.com/geo.html
Cool Guard Cooley Group
• Multiple products • Variety of properties • http://
cooleygroup.com/cooley_product/coolguard
Berms
Snap-Up type
Foam type
EGCR 2015
Liner material
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EGCR 2015
Design Considerations
Containment Area Design Tank Spacing / Grouping
NFPA 30 and 58
Accessible by Firefighters
Squirt
X = 2Cv [ SQRT (HY) ] X – horizontal distance (ft.) Cv – coefficient of velocity H – head (ft.) Y – distance above ground (ft.)
Storm water removal
drains and pumps
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Flammable and Combustible Liquids
Containment Area Design Chapter 22.11
• Slope must exceed 1%
• 2’ min width for earthen dikes 3’ or higher
• Dike slope must = soil angle of repose
• 10’ min distance toe of dike to property line
Check tank location, grouping and spacing
• type of tank - Chapter 22.4
EGCR 2015
NFPA 30
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Liquefied Petroleum Gas Code
No secondary containment under tanks holding:
• Ethane• Propane
Check tank location, grouping, spacing
• min distance from liquids tanksChapter 6.3 and 6.4
EGCR 2015
NFPA 58
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Regular inspection schedule Set out in SPCC Plan Documentation
Check integrity of dikes and barriers Eroded soil Animal burrows Excessive vegetation Cracked / deteriorated concrete Corrosion on metal Mechanical damage
Check outside containment area Discolored / damp soil Dead vegetation
EGCR 2015
Maintenance
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Check inside the containment area Debris present Damaged liner
Check for signs of tank leakage Sheen on water surface
Function of drains and pumps Clogged drains Malfunctioning pumps Pumps properly sized
EGCR 2015
Maintenance
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January 9, 2014, Charleston, WV
A leaking AST spilled 7,500 to 10,000 gallons of MCHM into the Elk River upstream of the WV American Water treatment plant intake
300,000 citizens in 9 counties out of water
Outage lasted 4 to 10 days
Do Not Use advisory for up to one month
MCHM - considered non-hazardous
SPCC Rule and WV State regulations did not apply to Tank #396
EGCR 2015
4 - methyl cyclohexane methanol
Case History Freedom Industries
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Secondary Containment
cinder block wall no liner sand and gravel foundation
Tank #396 had been constructed prior to WW II
Private firm had inspected per API 653 in 2013
Tank #396 “not necessarily in compliance”
Tank damage could have been due to record low temperatures
EGCR 2015
CSB Investigation
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Federal State of Emergency Declared FEMA and National Guard deployed Bottled water distributed OSHA investigation
Proposed New Laws WV state legislature – SB 373
requires AST of critical concern to be registered with WV DEP and annually inspected by licensed PE
US Senate – Chemical Safety and Drinking Water Protection Act to mandate regular inspections of AST by state agencies• Introduced but not enacted
EGCR 2015
Government Response
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Secondary ContainmentAbove Ground Storage Tanks
SPCC Rule – CWA 1972
40 CFR Part 112 (EPA)
• SPCC Plan documented
• PE certified
Plan the design well
Check state and local codes
Facility maintenance is critical
EGCR 2015
Conclusion
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Questions ?
EGCR 2015
Wrap Up
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James M. Bright, P.E.
May 20, 2015
EGCR 2015
Thank You !