Glossary (Associated with Typical Service Stations)

1,2 Dichloroethane

*Refer to Contaminants of Concern (COC)

1,2 Dibromoroethane

*Refer to Contaminants of Concern (COC)

Adverse Effect

Means one or more of,

(a) Impairment of the quality of the natural environment for any use that can be made of it,

(b) Injury or damage to property or to plant or animal life,

(c) Harm or material discomfort to any person,

(d) An adverse effect on the health of any person,

(e) Impairment of the safety of any person,

(f)  Rendering any property or plant or animal life unfit for human use,

(g) Loss of enjoyment of normal use of property, and

(h) Interference with the normal conduct of business.

Allu Bucket

An Allu bucket is a bucket used by loaders that can simultaneously screen, crush, mix, blend, load, and aerate. It can be useful in the volitization of hydrocarbons in soil.

Bedrock

Geological materials so hard and consolidated they cannot be dug with a shovel (i.e. by hand). Indurated layers created by soil-forming processes are excluded.


(i)                  Bedrock - Competent

Competent bedrock is un-weathered, non-fractured and non-porous bedrock. 


(ii)                Bedrock – Weathered (Unconsolidated / Soil-like)

Weathered bedrock is usually composed of sub-angular pieces of weathered rock in a clay and soil matrix.  It is frequently permeable and water transmissive.

Benzene, toluene, ethylbenzene, and xylenes (BTEX)

*Refer to Contaminants of Concern (COC)

Building Permit

A building permit is formal approval from your municipality to construct, add to, or renovate a building on your property.

Community Improvement Plan

Community Improvement Plans have been used for a broad array of priorities aimed at rehabilitating and revitalizing targeted areas. Project areas range from specific properties to streets, neighbourhoods and entire communities, while program coverage can span a wide spectrum of municipal objectives including municipally driven programs and incentive-based programs.

Contaminant of Concern (COC)

COC means any solid, liquid, gas, odour, heat, sound, vibration, radiation or combination of any of them resulting directly or indirectly from human activities that may cause an “Adverse Effect” (see definition of “Adverse Effect”.
*COCs for Typical Service Stations include:


1,2 Dichloroethane

The chemical compound 1,2-dichloroethane is a chlorinated hydrocarbon most commonly used in the production of Polyvinyl Chloride (PVC). It is also referred to as 1,2-ethylene dichloride, dichloroethylene, or ethylene dichloride. The compound was used as a lead scavenger in leaded gasoline. Its use has dropped off with the decline in the use of leaded fuels. 1,2-dichloroethane is volatile and has a water solubility of 0.87 g/100 ml (20 °C). The Ontario Drinking Water Standard for 1,2 dichloroethane is 5 ug/L. 


1,2 Dibromoroethane

The chemical compound 1,2-Dibromoethane is the chemical compound also referred to as ethylene dibromide, ethylene bromide, EDB, glycol bromide, and ethylene bromide. Its CAS number is 106-93-4. The compound was used as a lead scavenger in leaded gasoline. Its use has dropped off with the decline in the use of leaded fuels. 1,2-dibromoethane is volatile and has a water solubility of 0.004 in water. There is no Ontario Drinking Water Standard for for 1,2- dibromoethane. The USEPA has a drinking water limit of 50 ug/L.



Benzene, toluene, ethylbenzene, and xylenes (BTEX)

BETX are gasoline compounds that pose the greatest impact to the environment due to their abundance, volatility, high mobility, and toxicity.


Chlorinated Solvents

This refers to perchloroethylene and trichloroethylene, which are powerful organic degreasing solvents. These solvents are characterized as volatile organic compounds and are classified as dense nonaqueous phase liquids (DNAPLs) when in an undissolved state. These chlorinated solvents were used occasionally in small volumes at service stations where repairs were conducted. As documentation on their use can be unreliable, they should typically be considered as potential COCs whenever service repair bays were present at a site. These compounds can degrade in the subsurface to dichloroethylene and vinyl chloride. These compounds should also be considered as potential COCs whenever service bays were present.


Ethanol

Ethanol is a low molecular weight alcohol that is increasingly being added to gasoline at levels of about 10%. It exhibits low toxicity and is rapidly biodegradable in the subsurface. It is not considered a COC at a service station site.


Glycols

This refers to ethylene glycol and propylene glycol, which are used in automotive antifreeze and could conceivably be found at service station sites with repair bays. There are no generic site condition standards for these substances. They are rapidly biodegradable in the subsurface and are not considered to be COCs at a service station site.


Lead Scavengers

Tetra-ethyl lead, abbreviated TEL, is an organometallic compound and was a common anti-knock additive in gasoline (petrol). TEL was used to delay combustion to prevent engine knock.  However the engine combustion process converted TEL to Pb and PbO which would quickly accumulate and destroy an engine.   For this reason, lead scavengers such as 1,2-dibromoethane and 1,2-dichloroethane  were  used in conjunction with TEL - these agents form volatile lead(II) bromide and lead(II) chloride, respectively, which are exhausted from the engine (and into the air).


Metals

Metals refer to specific wear metals from engines that may be found in used engine oil and therefore potentially at a service station site with repair bays. A CCME report, Used Oil Management in Canada, August 1989, identified ten metals present in significant quantities (>10ppm) in used oil: arsenic, barium, calcium, chromium, copper, iron, lead, magnesium, tin, and zinc. Of these metals, Calcium, Iron, Magnesium, and Tin have low toxicity and can be excluded as COCs. Based on this analysis, the metals of concern in used oil are arsenic, barium, chromium, copper, lead, and zinc.


Methyl tertiary-Butyl Ether (MtBE)

MtBE is one of a group of chemicals commonly known as "oxygenates" because they raise the oxygen content of gasoline. At 20 ˚C, MTBE is a volatile, flammable, and colourless liquid that has a solubility of 42 grams per litre (g/L) in water (approximately 25 times the solubility of benzene). MTBE is very mobile in the subsurface as a result of its high solubility and is therefore a significant concern with respect to impairment of ground water quality. MTBE was used intermittently in gasoline in Canada after 1986.


Polycyclic Aromatic Hydrocarbons (PAH)

PAHs commonly refer to a large class of organic compounds containing two or more fused aromatic rings made up of carbon and hydrogen atoms. PAHs occur almost always in mixtures. At ambient temperatures, PAHs are solids and are rather chemically inert. However PAHs are soluble in many organic solvents, are highly lipophilic, have a high bioaccumulation and have shown to have carcinogenic potential in mixtures. Low levels of 2-ringed PAHs can be found in typical gasoline, while low levels of 2- and 3-ringed PAHs can be found in diesel and furnace fuels. Waste oil can contain a full range of PAHs.


Petroleum Hydrocarbon (PHC)

PHCs describe a mixture of hundreds to thousands of organic compounds found in, or derived from, geological substances such as oil, bitumen, and coal. When released into the subsurface (soil and ground water) as products such as gasoline, crude oil, and jet fuel, PHCs are considered an environmental concern for a variety of reasons.

Chlorinated Solvents

*Refer to Contaminants of Concern (COC)

Development Permit System (DPS)

Ontario Regulation 608/06  came into effect January 1, 2007, enabling all local municipalities to use the Development Permit System (DPS). The DPS is an early land use planning tool which helps to promote development, enhance environmental protection and facilitate key priorities of Ontarians such as community building, brownfield redevelopment, green space preservation and environmental protection. The DPS combines the zoning, site plan and minor variance processes into one application and approval process.

The DPS also incorporates all of the tools to support sustainable development created through amendments to the Planning Act made by the Planning and Conservation Land Statue Law Amendment Act, 2006. For example, the DPS includes tools which provide new and enhanced authority for municipalities to consider exterior design of buildings and the accessibility of a development proposal, and to secure streetscape improvements such as landscaping, street furniture and bicycle parking facilities.

The DPS results in a more streamlined, timely development process (Faster Review Timelines, One Approval and Application, Front-end Appeals to the Ontario Municipal Board (OMB), Ability to Enhance Application Requirements, Delegation of Municipal Decisions, Streamlining Other Processes); enables municipalities to incorporate flexibility in the development approvals process (Permitted and Discretionary Uses, Flexible Development Standards, Conditions of Approval); enables municipalities to better promote strong communities, which are desirable places to live, play and work (Community Design, Conditions of Approval); and allows the public to have a say in the vision of their community and in how that vision is shaped.

Further information can be found at http://www.mah.gov.on.ca/Page4755.aspx

Diisopropyl ether (DIPE)

*Refer to Contaminants of Concern (COC)

Distribution Piping and Dispensing Systems

The storage tanks (above or under ground), piping and pumps used to transfer fuel from the tanks to the pump island to allow people to fuel equipment i.e cars.

Environmental Site Assessment (ESA)

An Environmental Site Assessment is the process of determining whether contamination exists on a given property and the extent of the contaminants of concern. An ESA characterizes potential health and ecological risks associated with a property.


(i)                  Phase I Environmental Site Assessment (Phase I ESA)
A Phase I ESA identifies potential liabilities through inspection and historical review (guided by CSA and ASTM protocols). Preliminary Assessment and Site Investigation (PA/SI) is the process of collecting and reviewing available information about a known or suspected hazardous waste site or release. The PA usually includes a visit to the site.

(ii)                Phase II Environmental Site Assessment (Phase II ESA)
A Phase II ESA may be used to investigate a specific concern found in the Phase I or an entire property. A Phase II is an initial intrusive investigation that addresses and determines that there is a problem. A Supplemental Phase II ESA (sometimes referred to as a Phase III Investigation) then goes about addressing the extent of contamination and potential pathways (exposure) to human health or environmental risks. This may result in associated remediation, removal, containment or other appropriate risk management measures.


Ex-situ Remediation

Ex-situ remediation is a remediation process that is carried out above ground by physically extracting the contaminated medium.

Financial Assurance

Under Part XII of the Environmental Protection Act (EPA), Program Directors have the authority to require financial assurance from regulated parties as a condition of an order (Director’s Order), approval or by regulation.  Regulated parties are defined as firms, persons, or crown corporations. 


The ministry currently requires financial assurance for all private waste disposal sites and requires responsibility agreements for all private sewage works serving residential developments in order to protect the province from inheriting potential future financial liability if the regulated parties fail to meet their obligations.


Under Reg. 153/04 the requirement for financial assurance is at the discretion of the Director as part of the issuance of a CPU which is issued following the acceptance of a risk assessment in cases where risk management measures are required/imposed. 


Financial assurance may be required by the Ministry for properties with risk management measures that must continuously function to ensure the property remains suitable for the specified land-use. Generally, these are “active” risk management measures such as active ventilation, effluent treatment systems, or on-going monitoring programs.

Fractured Media

The term “fractured media” is used to describe geological material that consists predominantly of a solid matrix intersected by fractures. Fractured media include fractured rocks such as limestone, siltstone, shale, and basalt, and fine-grained material that are fractured such as jointed till, silt, or clay (Freeze and Cherry, 1979). Groundwater flow and contaminant transport in fractured media takes place, predominantly, in the fractures.

Free Phase Product / Separate Phase Product

Free Phase Product refers to a non-aqueous phase liquids that remains undiluted by other gases or liquids present in the subsurface environment.  Although the physical and chemical properties of the free phase product may change over time, a free phase product remains a distinct phase in the subsurface.

 

(i)                  Mobile Phase
Mobile Phase refers to free phase product that is able to migrate as a non-aqueous phase liquid within the aquifer.  Mobile phase free product may be temporarily trapped in the soil matrix as a result of a fluctuating water table, however will intermittently migrate as a non-aqueous phase liquid during normal hydrologic cycles.

 

(ii)                Residual Phase
Residual Phase refers to free phase product that is trapped within the soil matrix (pore-space) through capillary forces and/or adsorbed (attached) to soil particles such that it is no longer mobile as a non-aqueous phase liquid, under normal hydrogeologic conditions.  Mobility of the “Residual Phase” is limited to volatilization into the air and dissolution into the groundwater.

Fugitive Emissions

Air pollutants released to the air other than those from stacks or vents; typically small releases from volatization of contaminants in soil or from leaks in plant equipment such as valves, pump seals, flanges, sampling connections, etc.

Generic Site Condition Standards

Generic site condition standards are developed with the goal of providing for any ‘receptor’ that could come into contact with a contaminant the intended protection, regardless of how the contact may occur and whether it does in any specific case.  This conservative approach ensures that these standards can be applied generically.

Holding Provision

A Holding Provision is a condition applying to the zoning of lands that limits the use of the land until certain conditions are met and the holding removed.

Hydraulic Gradient

In porous media, the measure of the decrease in head per unit distance in the direction of flow.  

In-situ Remediation

In-situ remediation is a remediation process that is carried out without physically extracting the contaminated medium.

Interim Land-use

An interim land-use is used when a viable end land-use is not immediately available due to financial or other reasons. This interim use must be no more sensitive than the previous property designation in order to avoid triggering Record of Site Condition requirements. Interim land-uses may typically include parking lots or commercial/industrial uses and should not impede the future redevelopment of the property to a desirable end land-use.

Lead Scavengers

*Refer to Contaminants of Concern (COC)

Materials Handling or Management

*Refer to Soil Recycling

Metals

*Refer to Contaminants of Concern (COC)

Methyl tertiary-Butyl Ether (MtBE)

*Refer to Contaminants of Concern (COC)

Mobile Phase

*Refer to Free Phase Product

Official Plan

The Official Plan details broad development intentions and requirements for portions of the City, including broad land use categories and polices on transportation, environment, and land development.  It is adopted by City Bylaw and can be appealed to the OMB.

Petroleum Hydrocarbon (PHC)

*Refer to Contaminants of Concern (COC)

Pre-zoning

Municipalities often wait until an application is submitted prior to zoning revisions. Municipalities can pre-zone areas based on their community vision and Community Improvement Plan. Holding Provisions can help ensure that the applicant must first deal with the potential impact of surrounding industry, transportation corridors and site contamination prior to realizing the potential pre-zoned “residential use”.

Property-Specific Standards

A risk assessment is used to develop property-specific standards which incorporate information about the conditions and characteristics of a specific property when calculating risk.  Not all of the ‘receptors’ which are considered in the development of generic site condition standards will exist at every property in the province. 


Qualified Person


A Qualified Person is a person who meets the requirements outlined in Ontario Regulation 153/04 to conduct or supervise a Phase I ESA, a Phase II ESA, a Risk Assessment, or complete the certifications for a Record of Site Condition.

Recontamination

Soil and groundwater recontamination may occur post remediation and risk management on a service station in three possible scenarios: flow-back, flow-through and rebound.  It is important to implement preventive steps or to use a remediation approach that will reduce the risk of recontamination.


(i)                  Recontamination: Flow Back

It is not uncommon for contamination from a service station to flow offsite, either as mobile LNAPL from a release, or as a dissolved plume. Typically this flow will move down gradient in the same direction as the groundwater flow direction. However, it is possible, due to elevated hydraulic heads onsite, that the LNAPL or dissolved plumes will flow up gradient for a short distance and therefore conceivably move offsite in an up gradient direction. This up gradient contamination has the potential to “flow back” to the site and cause recontamination.

 

(ii)                Recontamination: Flow Through

Flow through is when one or more applicable site condition standards are exceeded but only in the ground water under the RA property and the source of the contaminant is or was located off the RA property. This condition can be present prior to the filing of an RSC and may persist after if it has been risk managed. However it can also be found to be present at a later date due to a) inadequate site assessment prior to filing of RSC, 2) ineffective remediation, or 3) because groundwater impacts from an old or new spill now flow under the property. 

           

(iii)              Recontamination: Rebound

Contaminant rebound occurs when residual non-aqueous phase liquid (NAPL) sorbed or otherwise, immobilised contaminants, are re-dissolved into the groundwater following groundwater remediation.  This results in groundwater concentrations increasing from those at the “completion” of remediation to concentrations which may be as high as those prior to remediation.

Redevelopment Potential

Redevelopment potential is a balance of the value a redeveloped property may have, compared to the costs involved for remediation, risk management, and redevelopment. The redevelopment potential of a site may be affected by various factors such as time, location, local property values, extent of contamination, available remediation or risk management solutions and available incentives.

Residual Phase

*Refer to Free Phase Product

Right-of-Way

A right-of-way is a form of easement typically dedicated to the City during subdivision for public use.  Right-of-way is not part of the adjacent parcels; the right-of-way boundary usually coincides with adjacent parcel property lines.

Risk Assessment (RA)

Risk Assessment characterizes potential health and ecological risks associated with a property.

(i)                   Human Health Risk Assessments
Human health risk assessments are used at contaminated sites to identify the level of contaminants of concern in soil, water or air that may result in potential health hazards for human receptors at a site or at an impacted area off-site.


(ii)                 Ecological Risk Assessment
Ecological risk assessment is defined as the process that evaluates the likelihood that adverse ecological effects may occur or are occurring as a result of exposure to one or more stressors. It is a process to evaluate the likelihood of adverse ecological effects, providing risk managers with an approach for considering available scientific information along with the other factors (i.e., social, legal, political, economic) they need to consider in selecting a course of action.


(iii)                Modified Generic Risk Assessment
A modified generic risk assessment is one in which the calculations used by MOE in developing generic site condition standards are used by a Qualified Person (QP) to develop property specific standards (PSS).  In making the calculations property specific, the generic site characteristic assumptions (for example; soil texture, porosity, organic carbon content, depth to groundwater) are replaced with site specific values.
As an alternative to doing modified generic calculations, the QP may instead use pathway specific component values published in the Rationale document that accompanies the development of generic site condition standards.  If a pathway can be demonstrated through site specific data (actual measurements) to be an incomplete pathway, then the generic process of selecting a standard from the component value tables can be replicated without including the incomplete pathway, resulting in a property specific standard.
The modified generic risk assessment may qualify for a shorter review time with MOE (8 weeks) as a Limited Scope Risk Assessment, provided that there are no risk management measures proposed, it does not make use of ‘new science’ as defined in the regulation (for example; using probability-based approaches to determining site characteristics) and the property is not in a ‘wider area of abatement’.

Risk Management (RM)

Risk management means the implementation of a strategy or measures to control or reduce the level of risk estimated by the risk assessment to prevent, eliminate or ameliorate any adverse effect on the property.


(i)                  Risk Management Measures (RMM)
Risk management measures may be required at a site to protect site users and surrounding users and the environment from contaminants remaining on the site. Measures can include installing and operating equipment such as a ground water pump and treatment system or limiting the use of the property. For example, basements may not be permitted to prevent exposure to vapours from contaminants.  
If risk management measures are required, the ministry may issue a Certificate of Property Use (CPU) to ensure that over time the property owner maintains the measures. Proponents may consult with local stakeholders when considering risk management measures. The ministry may also issue an order requiring the certificate to be registered on the property title.  http://www.ene.gov.on.ca/envision/gp/071907.php

 

(ii)                Risk Management Plan (RMP)
A risk management plan is a plan or strategy to leave and manage contaminants on-site by using standards developed specifically for the site in question. This approach incorporates characteristics specific to the site such as geology and soil type to establish the risk posed by a specific contaminant(s) present at the site. The RA and RMP must be reviewed by the MOE Standards Development Branch and approved by the MOE District Office.  At the discretion of the District Office, a RMM may be required along with an accompanying CPU.


Separate Phase

*Refer to Free Phase Product

Service Stations, Non-Operational

A definition of a “Typical” service station has been developed for the purpose of the Service Station Redevelopment Framework (refer to the document “Definition of Typical Service Stations in Ontario”). A typical, non-operational service station may be classified as either decommissioned, vacant or abandoned (orphaned):


(i)                  Service Station – Decommissioned

A service station where the owner is known and manages the property. The fuel storage tanks, fuel handling equipment (distribution piping and dispensing systems) and associated building structures have been removed. These sites are typically characterized, monitored and managed by the owner, but have not been remediated.  Likely there is no current surface land-use agreement or aesthetics put in place.

 

(ii)                Service Station – Vacant

A service station where the owner is known, but does not actively manage the site. The fuel storage tanks have been removed, but the fuel handling equipment (distribution piping and dispensing systems) and building structures may still remain present. There is no current surface land-use agreement or aesthetics in place.

 

(iii)              Service Station – Abandoned or Orphaned

A service station where the owner is not known or the owner cannot be located.  These sites may or may not be fully decommissioned. The fuel storage tanks, fuel handling equipment (distribution piping and dispensing systems) and building structures may still be in place.  Surface land-use may be unknown and unmanaged.

Site Plan

Site Plans cover building placement, road access, transit, walkways, SWM, grading, landscaping, utilities, signage, parking layouts, etc. Site Plan Approval (SPA) and Agreement is required prior to the issuance of a Building Permit for all development.


Site-Specific Standards

A risk assessment is used to develop site-specific standards which incorporate information about the conditions and characteristics of a specific property when calculating risk.  Not all of the ‘receptors’ which are considered in the development of generic site condition standards will exist at every property in the province. 

Soil Vapour Intrusion

Soil Vapour Intrusion is the upward movement of volatile organic chemicals in the subsurface, whether in soil or groundwater, into buildings, potentially causing an unacceptable chemical exposure for the building occupants.

(Source:  Guidance for the Evaluation and Mitigation of Subsurface Vapour Intrusion to Indoor Air.  Prepared by the Department of Toxic Substances Control, California Environmental Protection Agency, revised Feb 7th 2005) 

Tax Increment Financing

The tax increment financing incentive is based on municipal grants and loans that can be given under the Planning Act’s community-improvement provisions.  By calculating a grant or loan on the higher property tax that is generated from development (the tax increment), municipalities can offer eligible developers financing incentives that will put lands and buildings that might not otherwise be developed, back into productive use.

Underground Storage Tank (UST)

An UST is a tank located entirely or partially underground that is designed to hold gasoline or other petroleum products or chemical solutions.

Utility Corridor

Area used for the installation of water, steam and gas lines, sewers, or power cables passing underneath a building, roadway, or other obstacle.

Waste Oil Tank

A waste oil tank is an above ground or below ground tank typically found at service stations where vehicle repair is conducted. It is used to store waste fluids from vehicle repair. Typically these would be waste lubricating oil, waste transmission oil and possible waste engine coolant.

Zoning Bylaws

Zoning Bylaws are a detailed listing of Permitted Uses, Prohibited Uses and Conditional Land Uses in conformity with the direction of the Official Plan.   Each Zone has a set of regulations (setbacks for buildings, height, density, parking requirements, etc.)  Major changes to the current Zoning is done through a Zoning Bylaw Amendment, processed through a City Bylaw and can be appealed to the OMB.  Minor changes to the current Zoning Bylaw (also known as a Variance) is done through the Committee of Adjustment.

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