This document provides an overview of site mitigation and cleanup programs presented at a CUPA conference. It discusses the target audience and speakers, and outlines the meeting topics including regulatory authority, the cleanup process from opening to closing a case, funding options, and enforcement. It also provides background on leaking underground storage tank (LUST) programs, local oversight programs, agency certification requirements, and voluntary cleanup programs. Statistics are presented on open and closed LUST and voluntary cleanup cases. The conceptual site model and typical cleanup process are described.
In 2010 Shell began investigating how to automate the initial response to a well control incident. The first phase of the project was to develop a rig system that could reliably detect an influx across a broad spectrum of floating rig well construction related rig operations. The results of a fault tree style sensitivity analysis pointed to the high value of improving sensor data quality (both accuracy and reliability) and the importance of improving kick detection software for alarming (both in terms of coverage and how the driller is alerted to respond to a confirmed kick condition). Based on the analysis results, a Smart Kick Detection System functional specification was developed and used to upgrade the kick detection system on an offshore rig.
Early in the project it was realized that focusing on adding robust kick detection during
connections was important but especially challenging due to the associated transient flow and pit volume signatures. A separate in-house initiative was therefore kicked-off to develop new software based on pattern recognition technology and machine learning. The resulting IDAPS (Influx Detection at Pumps Stopped) software has now been implemented as a real-time monitoring application for all Shell operated deep water wells. Further developments in smart kick detection are coming, ultimately leading to rigs being equipped with automated kick detection systems that are relied upon to detect a kick and secure the well in case the driller fails to act.
"Drilling" often refers to all aspects of well construction, including drilling, completions, facilities, construction, the asset team, and other groups. Good performance measures drive performance and reduce conflict between these groups, while bad performance measures mislead and confuse. The first key to success is how to communicate drilling performance in terms that answer the questions of executives and managers, which requires a business-focused cross-functional process. The second key to success is to drive operational performance improvement, which requires a different set of measures with sufficient granularity to define actions. Over the past 10 years, a very workable system has evolved through various approaches used in drilling more than 16,000 wells in the US, South America, and the Middle East. The system has delivered best-in-class performance. It has proven that an effective performance measurement system which addresses both executive requirements and operational requirements can both deliver outstanding results, and also communicate those results, with remarkable value to the organization. The basic principles are widely applicable to areas other than drilling.
Emissions Inventory for the Arctic Air Quality Modeling StudyJennifer Sharp
Eastern Research Group's Paula Fields Simms recently presented on this study at EPA's 2015 Emission Inventory Conference. The study, which was sponsored by the Bureau of Ocean Energy Management, resulted in a comprehensive inventory of sources of criteria and hazardous air pollutants, greenhouse gases, hydrogen sulfide, and ammonia. The ERG team will use Paula's study to model on-shore air quality impacts.
In 2010 Shell began investigating how to automate the initial response to a well control incident. The first phase of the project was to develop a rig system that could reliably detect an influx across a broad spectrum of floating rig well construction related rig operations. The results of a fault tree style sensitivity analysis pointed to the high value of improving sensor data quality (both accuracy and reliability) and the importance of improving kick detection software for alarming (both in terms of coverage and how the driller is alerted to respond to a confirmed kick condition). Based on the analysis results, a Smart Kick Detection System functional specification was developed and used to upgrade the kick detection system on an offshore rig.
Early in the project it was realized that focusing on adding robust kick detection during
connections was important but especially challenging due to the associated transient flow and pit volume signatures. A separate in-house initiative was therefore kicked-off to develop new software based on pattern recognition technology and machine learning. The resulting IDAPS (Influx Detection at Pumps Stopped) software has now been implemented as a real-time monitoring application for all Shell operated deep water wells. Further developments in smart kick detection are coming, ultimately leading to rigs being equipped with automated kick detection systems that are relied upon to detect a kick and secure the well in case the driller fails to act.
"Drilling" often refers to all aspects of well construction, including drilling, completions, facilities, construction, the asset team, and other groups. Good performance measures drive performance and reduce conflict between these groups, while bad performance measures mislead and confuse. The first key to success is how to communicate drilling performance in terms that answer the questions of executives and managers, which requires a business-focused cross-functional process. The second key to success is to drive operational performance improvement, which requires a different set of measures with sufficient granularity to define actions. Over the past 10 years, a very workable system has evolved through various approaches used in drilling more than 16,000 wells in the US, South America, and the Middle East. The system has delivered best-in-class performance. It has proven that an effective performance measurement system which addresses both executive requirements and operational requirements can both deliver outstanding results, and also communicate those results, with remarkable value to the organization. The basic principles are widely applicable to areas other than drilling.
Emissions Inventory for the Arctic Air Quality Modeling StudyJennifer Sharp
Eastern Research Group's Paula Fields Simms recently presented on this study at EPA's 2015 Emission Inventory Conference. The study, which was sponsored by the Bureau of Ocean Energy Management, resulted in a comprehensive inventory of sources of criteria and hazardous air pollutants, greenhouse gases, hydrogen sulfide, and ammonia. The ERG team will use Paula's study to model on-shore air quality impacts.
An overview presentation covering the implications and impacts of this new air pollution regulation on the oil and natural gas industry. Presented at the Ohio Oil and Gas Association Winter Meeting 2016.
Implementation of 2015 EPA Vapor Intrusion (VI) Guides: Application in State ...Chris Lutes
Lutes, C., L. Lund, C. Holton and M. Bedan “Implementation of 2015 EPA Vapor Intrusion (VI) Guides: Application in State Programs”; AEHS 26th Annual West Coast Conference, March 2016, San Diego.
Phil Jones, PE, OC Public Works Design Division, Bruce Phillips, PE, PACE and Scott Taylor, PE, Michael Baker International present "Engineering Analysis for Urban Drainage Systems" for the Environmental Water Resources Institute of ASCE OC.
An overview presentation covering the implications and impacts of this new air pollution regulation on the oil and natural gas industry. Presented at the Ohio Oil and Gas Association Winter Meeting 2016.
Implementation of 2015 EPA Vapor Intrusion (VI) Guides: Application in State ...Chris Lutes
Lutes, C., L. Lund, C. Holton and M. Bedan “Implementation of 2015 EPA Vapor Intrusion (VI) Guides: Application in State Programs”; AEHS 26th Annual West Coast Conference, March 2016, San Diego.
Phil Jones, PE, OC Public Works Design Division, Bruce Phillips, PE, PACE and Scott Taylor, PE, Michael Baker International present "Engineering Analysis for Urban Drainage Systems" for the Environmental Water Resources Institute of ASCE OC.
This presentation provides an overview of the major provisions proposed by the EPA in the new hazardous waste generator improvements rule. It outlines the four primary issues that exist with today's regulations and how some of the more significant proposals seeks to address those issues. Find out about the rule process and schedule and what this means for hazardous waste generators.
Environmental Issues in Federal Permitting for Energy ProjectsWinston & Strawn LLP
This eLunch addressed recent developments in environmental law that affect renewable, fossil, and nuclear energy projects, as well as new transmission construction. Winston & Strawn attorneys Eleni Kouimelis, Stephanie Sebor, and Tyson Smith described the latest Environmental Protection Agency and U.S. Fish & Wildlife Service rules and Council on Environmental Quality guidance that implicate energy project development across the United States. The discussion included examples of recent power projects that highlight the shifting regulatory and permitting framework for energy development and discuss ways to mitigate the effects of these changes.
Topics discussed included the following:
1. Recent developments in Clean Water Act, Endangered Species Act, and Greenhouse Gas Regulation
2. Coordinating NEPA among multiple federal permitting agencies
3. Mitigating effects of new rulemakings during lengthy permitting processes
This presentation addresses the regulations around underground storage tanks (USTs) and best practices for inspection, testing and removal. Find out whether your UST is regulated and what you need to do to stay compliant.
In October of 2016, the EPA signed the final Hazardous Waste Generator Improvements Rule to provide greater flexibility for hazardous waste generators and clarification around certain components of the hazardous generator program in an effort to improve compliance and environmental protection. The EPA has described the rule as “an overhaul of the hazardous waste generator regulatory program.” Some revisions appear to be more lenient than existing regulations, while others are more stringent, such as documenting hazardous waste determinations.
2. ∗ New (and not so new) corrective action
agency employees
∗ Industry
∗ Consultants
∗ (Potential) Responsible Parties
∗ Students
Target Audience
3. ∗ Charles Ice, PG, San Mateo County
Environmental Health
∗ LOP, voluntary cleanup program, Corrective
Action UPA, and well permitting, also
biotoxin sampling and groundwater
sustainability
∗ Jerry Wickham, PG, Alameda County
Environmental Health
∗ LOP, voluntary cleanup program
Speakers
4. ∗ Regulatory authority
∗ Cleanup Process
∗ Opening a case
∗ Typical field activities and documentation
∗ Financing
∗ Enforcement options
∗ Closing a case
∗ Whether to Open or Close a Case Examples
Meeting Outline
5. Corrective Action Programs
Local Agencies/Districts
Voluntary Programs
all other
contaminants
Health and Safety
Code Section 101480
9 Regional Water
Quality Control
Boards
6. ∗ Petroleum releases from USTs only
∗ Code of Regulations, Title 23, Chapter 16,
Article 11, Section 2720 defines Responsible
Party (RP) as:
∗ Tank owner and operator (or last known operator)
∗ Business owner and operator
∗ Property owner at time of contaminant discovery
∗ Can be named secondary RP if another RP will
remain as primary and potential secondary RP had no
direct involvement in discharge
Leaking Underground Storage Tanks
(LUST)
7. ∗ Health & Safety Code 25296 – word for
word language for Remedial Action
Completion Certificate (i.e. closure
letter), appeals process for closure
request denial
∗ Health & Safety Code 25299 – the UST
Cleanup Fund, currently authorized until
2026 and a fee of 2 cents per gallon
Health and Safety Code Sections
8. ∗ Local Oversight Program started as pilot
program by Resolution 88-23
∗ Counties contracted directly with SWRCB
∗ Appeals process, RWQCB concurrence
∗ Health & Safety Code 25297 – authorizes
the SWRCB to implement the LOP,
Responsible Party to identify and notify
affected property owners, and requires
reimbursement for reasonable cost
Local Oversight Program
9. ∗ CUPAs had to be certified in 1996
∗ Local Implementing Agencies (LIAs)
∗ AB1701 (2012) required certification to be an
LOP, no more LIAs (or quasi-LIAs)
∗ Certification requirements
∗ Professional Geologist (PG) or Engineer (PE),
requirements for minimum education and
training for all staff
Agency Certification
10. ∗ 2009-42
∗ Immediately review all cases for closure and
post impediments for closure by 6/30/10
∗ 2009-81
∗ Use decisional framework outlined in
resolution 92-49 and previous closure orders
∗ 2012-16 Low Threat UST Petroleum Closure
Policy (LTCP)
Improvement Resolutions
11. ∗ 2012-62 Plan for Implementation of LTCP
and Additional Program Improvements
∗ Review all sites against LTCP by 8/16/13, create
Path to Closure Plan by 1/1/14
∗ SWRCB review of all closure denials
∗ 60-day TAT work plans and closure requests
∗ Emphasis on high threat cases
∗ Pushing for well destruction and waste removal
of pending closure cases
Improvement Resolutions
12. ∗ RWQCBs have 3,050 open, 13,308 closed
∗ Another 209 listed as Open - Inactive
∗ 17 local agencies with 1,767 open, 19,044
closed cases
∗ Another 4 listed as Open - Inactive
LUST Case numbers
13. ∗ RWQCBs Water Code Sections 13267, 13304, and 13365
∗ Local agencies Health & Safety Code Section 101480,
SB1248 (1996)
∗ Responsible Party [can be anyone] that requests the
local officer [county or city health officer or county
environmental health director] to supervise remedial
action at a site
∗ Must enter into a Remedial Action Agreement
specifying assessment, remediation, and cleanup goals
Voluntary Cleanup Program
14. ∗ Letter certifies completion of activities
∗ Charge RP a fee to recover reasonable costs; no
enforcement option
∗ Local agency sites
∗ Must first notify DTSC and RWQCB of site
∗ Either party at any time may ask DTSC or RWQCB to
take over through agency referral or RP applies for
Site Designation or Brownfield MOA processes
Voluntary Cleanup Program
15. ∗ RWQCBs have 3,050 open cases, 5,911 closed,
1,565 Listed as Open - Inactive
∗ 32 local agencies with 586 VCP open sites,
3,494 closed cases, 61 sites listed as Open -
Inactive
∗ 14 agencies >4 sites each, total of 567 sites
Voluntary Cleanup Program
16. ∗ Mandated by statue in 1997
∗ Regulations for designation (i.e.
application) developed in 2006
∗ Allows Health & Safety Code Chapter 6.5
Section 25187, 25200.3, 25200.10, 25407.14
orders at facilities subject to oversight by
CUPA
∗ Generators, Conditional Authorization, Conditional
Exemption, and Permit by Rule (except TTUs)
∗ Less versus more complex sites for Tier 1
and 2 designations
Corrective Action UPA
17. ∗ Phase 1 Assessment Checklist (DTSC
Form 1151 required be filled out by 1/1/97
identified many corrective action sites )
or 1 year after CA or PBR notification
∗ Generators that can not obtain clean
closure during facility closure and
property or business transfers identify a
majority of corrective action UPA sites
∗ Delegation to UPAs only applies to
Health & Safety Code Chapters 6.5
Corrective Action UPA Regulations
18. ∗ Los Angeles County, Ventura County,
San Mateo County, Sacramento County,
San Diego County, and Merced County
currently designated
∗ Orange County has applied
∗ Only 3 sites officially so far
Implementation
20. ∗ Opening a case
∗ Funding
∗ Conceptual site model
∗ Site investigation
∗ Remedy selection
∗ Groundwater monitoring
∗ GeoTracker
∗ Public participation
∗ Enforcement options
∗ Case closure
LOP/UST Cleanup Process
21. ∗ UST Cleanup Fund for eligible sites
∗ Responsible party funds
∗ Less Common
∗ Emergency, Abandoned, and Recalcitrant (EAR)
Account
∗ Orphan Site Cleanup Fund
∗ School District Account
∗ LOPs operate under contract to State Water
Resources Control Board
Funding
22. ∗ Definitions and various forms
∗ Description of sources, distribution,
pathways, and receptors.
∗ Process
∗ When is site investigation adequate?
Conceptual Site Model
24. Example of CSM Flow Diagram
Worker Resident Recreationa
l
25. ∗ Definitions and various forms
∗ Description of sources, distribution,
pathways, and receptors.
∗ Process
∗ When is site investigation adequate?
Conceptual Site Model
26. ∗ Various approaches
∗ Fixed scope of work
∗ Flexible or expedited
∗ Methods and technologies
∗ Work plans and reporting
Site Investigation
27. ∗ When are groundwater monitoring
wells installed?
∗ What information do we get?
∗ How long do we monitor?
Groundwater Monitoring
28. ∗ Interim remedial actions
∗ Pilot tests
∗ Corrective action plans
∗ Public participation
∗ Green and Environmentally Responsible
Cleanups
Remedy Selection
29. ∗ Opening a case
∗ Funding
∗ Conceptual site model
∗ Site investigation
∗ Remedy selection
∗ Groundwater monitoring
∗ GeoTracker
∗ Public participation
∗ Enforcement options
∗ Case closure
LOP/UST Cleanup Process
30. ∗ Make sure site is claimed and keep it up to date
∗ Site history and case status
∗ Document and EDF submittals
∗ Low Threat Closure Policy checklist
∗ Path to closure plan
∗ Regulatory actions (activities)
∗ Post closure site management requirements
∗ Getting information out of GeoTracker
GeoTracker
31. ∗ Level of effort based on site
∗ Threshold level for all sites
∗ Adjust level of effort as needed
∗ Categories
∗ Rural/urban
∗ Activities
∗ “Public Participation at Cleanup Sites, Final Draft,” April
2005, State Water Resources Control Board and
Regional Boards
Public Participation
32. ∗ Progressively increase enforcement
∗ Meetings
∗ Notice of Violation
∗ District Attorney
∗ Regional Water Quality Control Boards
∗ State Water Resources Control Board
Enforcement Options
33. ∗ Opening a case
∗ Funding
∗ Conceptual site model
∗ Site investigation
∗ Remedy selection
∗ Groundwater monitoring
∗ GeoTracker
∗ Public participation
∗ Enforcement options
∗ Case closure
Voluntary Cleanup Program Process
34. ∗ Full and meaningful public involvement (CEQA)
∗ Site screening (Preliminary Endangerment Assessment)
∗ Site investigation (using DTSC guidance documents)
∗ Selection of remedy and cleanup levels
∗ Adequate resources & oversight
∗ Written documentation of corrective action
activities
∗ Enforcement of corrective action completeness
∗ Financial assurance
∗ Land use controls
Corrective Action Process
35. ∗ Most common ways of site discovery
∗ Tank removal and upgrade sampling or release
detected by UST monitoring equipment
∗ Voluntary Phase 2 work requested by banks for
property transactions, data voluntarily submitted
or as required by drilling permit
∗ CUPA facility closure sampling
∗ Public complaints, usually nuisance based
Opening a Case
36. ∗ Request any additional info anyone has to help
determine if site should be opened and who might be
responsible parties (RPs)
∗ Identify RPs (assessor’s records and CUPA files for
LUST) or potential RPs (current and perspective
property owner and current or most recent facility in
CUPA files for VCP), send them initial letter
∗ Open site in Geotracker and have meeting with RPs or
potential RPs to discuss why, what, and how, and
request initial work plan
Steps for Opening A Case
37. ∗ Concentrations versus screening levels
(ESLs by SFRWQCB or LARWQCB, RLs by
USEPA Region 9)
∗ Location of contamination in relation to
sensitive receptors (current and
imminent land use involved)
∗ Fate and transport pathways initially
assessed
Deciding Whether to Open a Case
39. ∗ Voluntary Phase II work for redevelopment of
a former electronics lab from the 1960s
reportedly with electroplating
∗ Grab groundwater 20 feet below ground
surface in 5 borings but monitoring wells on
other sites in the vicinity have 10 feet depth of
groundwater
∗ Analyzed soil and groundwater for TPH,
SVOCs, and VOCs
Circuitron
43. ∗ Max TCE in soil 0.055 mg/kg @ 20 ft bgs
@ SB-8
∗ Soil (SFRWQCB) ESL 0.46 mg/kg
∗ Max TCE in groundwater 870 ug/L @ 25
ft bgs @ SB-6
∗ Groundwater (SFRWQCB) ESL 1,300
ug/L for vapor intrusion, 5 ug/L drinking
water
Summary and Screening Information
for Voting
44. ∗ SFRWQCB TCE Vapor Intrusion acute
trigger level in fine soil (or deep
groundwater) 460 ug/L
∗ Development plans incorporate 2 levels
of parking garages (~20 feet deep)
∗ Any possible additional info they could
get to stop agency from opening site?
Does This Change Your Vote?
45. ∗ Low Threat UST Closure Policy
∗ Resolution 92-49
∗ Relevant State Water Board Orders
∗ Closure requests are tracked on GeoTracker
∗ Denials of closure reviewed by State Water Resources
Control Board
LOP/UST Case Closure
46. ∗ Eight General Criteria
∗ Three Media Specific Criteria
∗ Groundwater – Four prescriptive classes of sites or
regulatory agency determination
∗ Vapor – Four scenarios, sit-specific risk assessment or
regulatory agency determination
∗ Direct Contact and Outdoor Air Exposure –Table 1, site-
specific risk assessment, or regulatory agency
determination
Low Threat UST Closure Policy
47. ∗ Provides a framework for the cleanup process.
∗ Establishes the basis for determining cleanup levels of waters of
the State and soils that impact waters of the State.
∗ Resolution No. 92-49 requires cleanup to occur in a manner that
promotes attainment of either background water quality or that
level that is reasonable if background levels of water quality
cannot be restored.
∗ Resolution No. 92-49 does not require that the requisite level of
water quality be met at the time of case closure; it specifies
compliance with cleanup goals and objectives within a
reasonable time frame.
Resolution 92-49
49. ∗ Urban site
∗ Active retail truck stop
∗ Gasoline and diesel
∗ Multiple releases from tank pit and piping
Time to Play “Would You Close That
Site”
51. ∗ Depth to groundwater 2 to 6 feet bgs
∗ Groundwater not used in area of site for water supply
∗ Free product removal until 2006; no free product
currently
∗ Overexcavation in tank pit area and scale (2,644 cy)
∗ In-situ Remediation but likely not effective
Example LOP/UST Site
57. ∗ Within service area of a public water system
∗ Consists only of petroleum
∗ Currently no free product
∗ Primary release has been stopped
∗ Conceptual site model was developed
∗ Secondary source removal
∗ Soil and groundwater tested for MTBE
∗ No nuisance conditions
General LTCP Criteria
58. Site Data
LTCP
Class 1
Criteria
(µg/L)
LTCP
Class 2
Criteria
(µg/L)
LTCP
Class 3
Criteria
(µg/L)
LTCP
Class 4
Criteria
(µg/L)
Plume Length
Approximately 200 feet
from source to edge of
plume
<100 feet <250 feet <250 feet <1,000 feet
Free Product Currently no free
product
No free
product
No free
product
Removed to
maximum
extent
practicable
No free
product
Plume Stable or
Decreasing
Appears to be
decreasing over long
term but sporadic
increases observed.
Stable or
decreasing
Stable or
decreasing
Stable or
decreasing
for minimum
of 5 Years
Stable or
decreasing
Distance to Nearest
Water Supply Well >1,000 feet >250 feet >1,000
feet >1,000 feet >1,000 feet
Distance to Nearest
Surface Water and
Direction
2,000 feet
downgradient >250 feet >1,000
feet >1,000 feet >1,000 feet
Property Owner Willing
to Accept a Land Use
Restriction?
Yes Not
applicable
Not
applicable Yes Not
applicable
Groundwater-Specific Criteria
59. Site Data
LTCP Class
2 Criteria
(µg/L)
LTCP
Class 3
Criteria (µg/L)
LTCP
Class 4
Criteria
(µg/L)
Plume Length
Approximately 200 feet
from source to edge of
plume
<250 feet <250 feet <1,000 feet
Free Product Currently no free product No free
product
Removed to
maximum
extent
practicable
No free
product
Plume Stable or Decreasing
Appears to be decreasing
over long term but
sporadic increases
observed
Stable or
decreasing
Stable or
decreasing
for minimum
of 5 Years
Stable or
decreasing
Distance to Nearest Water
Supply Well >1,000 feet >1,000 feet >1,000 feet >1,000 feet
Distance to Nearest
Surface Water and
Direction
2,000 feet downgradient >1,000 feet >1,000 feet >1,000 feet
Property Owner Willing to
Accept a Land Use
Restriction?
Yes Not
applicable Yes Not
applicable
Groundwater-Specific Criteria
60. Constituent
Historic Site
Maximum
(µg/L)
Current Site
Maximum
(µg/L)
LTCP
Class 2
Criteria
(µg/L)
LTCP
Class 3
Criteria
(µg/L)
LTCP
Class 4
Criteria
(µg/L)
Benzene 77,000 740 3,000 No criteria 1,000
MTBE 920,000 530 1,000 No criteria 1,000
TBA 310,000 35,000 No criteria No criteria No criteria
Groundwater Concentrations
61. ∗ Not required for active service stations
∗ No threat to nearby sites
Vapor-Specific Criteria
62. Constituent
Residential Commercial/Industrial Utility Worker
0 to 5 feet
bgs
(mg/kg)
Volatilization
to outdoor
air (5 to 10
feet bgs)
mg/kg
0 to 5 feet
bgs
(mg/kg)
Volatilization to
outdoor air (5 to
10 feet bgs)
mg/kg
0 to 10 feet bgs
(mg/kg)
Site
Maximum
Benzene 3.5 200 3.5 200 200
LTCP
Criteria
Benzene ≤1.9 ≤2.8 ≤8.2 ≤12 ≤14
Site
Maximum
Ethylbenzene 9.4 160 9.4 160 160
LTCP
Criteria
Ethylbenzene ≤21 ≤32 ≤89 ≤134 ≤314
Site
Maximum
Naphthalene ---- ---- ---- ---- ----
LTCP
Criteria
Naphthalene ≤9.7 ≤9.7 ≤45 ≤45 ≤219
Direct Contact and Volatilization to
Outdoor Air
63. ∗ Maximum site concentrations less than Table 1
concentrations
∗ Maximum concentrations less than levels from
site-specific risk assessment
∗ As a result of controlling exposure through use of
mitigation measures or institutional or
engineering controls, regulatory agency
determines that petroleum constituents in soil
will have no significant risk of adversely affecting
human health
Three Ways to Meet Direct Contact and
Volatilization to Outdoor Air Criteria
64. ∗ Does it meet general criteria?
∗ Does it meet scenarios 2, 3, and 4 of
groundwater criteria?
∗ Exempt from vapor criteria
∗ Could site meet direct contact criteria with
land use controls?
Summary of LTCP Criteria for
Voting
65. ∗ What about variations in groundwater
concentrations?
∗ What about TBA in groundwater at
concentrations up to 35,000 µg/L?
∗ TPH mass remaining (estimated 17,600 pounds)
∗ Shallow soil contamination with concentrations
that exceed LTCP Table 1 and no naphthalene
data
Do Any of These Conditions
Change Your Vote?