Saturday, February 27, 2016

Case Study: Contaminated Sites

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

LEADING US PHOTOCHEMICAL MANUFACTURER

Site appraisal, photochemical manufacturing plant, Runcorn, United Kingdom

An assessment of site conditions at a photochemical manufacturing plant was undertaken.  Historical
site operations and former waste disposal practices were examined through an audit process including
staff anecdotal interviews and walkover surveys.

The hydrogeological setting of the area was assessed to be highly sensitive, with the site overlying thin surficial deposits above the major regional Triassic Sandstone aquifer, with downgradient public water supply bores.

A detailed sampling, analysis and health and safety plan was prepared.  Site investigation
comprised a soil vapour survey, trial pit and soil & groundwater monitoring bores.

Soil and groundwater contaminants were identified associated with the 40-year manufacturing of
photochemicals, and also previous munitions manufacture at the site, including inorganic, metals and
organic contaminants associated with photochemcial production.

The natural attenuation capacity of the surficial deposits was examined, and concluded to be insufficient to prevent the likelihood of contaminant migration.

Recommendations were made for further work to determine potential liabilities associated with the identified site conditions.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Contam11


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Friday, February 26, 2016

Case Study: Contaminated Site(Environmental) Audit

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

PROPOSED RESIDENTIAL DEVELOPMENT,Private Developer
Former Market Gardens, Woodvale.

A former market garden area is proposed for residential redevelopment.
Consultants have been appointed by the owner to investigate any impacts from the  former site usage.  A voluntary audit is being undertaken of the work.

A stage 1 Preliminary Site Investigation (PSI) has identified the following potential impacts:

  • Former Market Garden areas, used for vegetables, crops and grapes, which  may have had organo-chlorine/phosphate (OCP) and herbicide/insecticides and fertiliser applications
  • Mechanical workshops: use of Paris Green wood preservatives, fuels, oils, degreasers.
  • Sheds used for paint storage.
  • Former poultry operation: nutrients, formaldehyde (disinfectant)
  • On-site fill and waste disposal
  • Run-off to soak wells and sumps
  • Abandoned vehicles
  • Potential use of asbestos in fencing and roofs of on-site buildings.

A detailed Sampling and Analysis Plan (SAP) will by the Consultant in cooperation with the auditor to guide a stage 2 Detailed Site Investigation (DSI) to identify any impacts from these sources.
Stuart Jeffries
Hydrosolutions Pty Ltd

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(Audit 17)


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Wednesday, February 24, 2016

Newsletter: Monitored Natural Attenuation

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

MONITORED NATURAL ATTENUATION

MNA (also “intrinsic or passive” remediation) may be defined as naturally occurring physical/ chemical/ biological process/es that reduce concentration & mass of polluting substances in groundwater (DEC, 2004) and soil.  MNA is a process of field monitoring & laboratory analysis to confirm that the remediation is occurring as expected.  MNA processes can include:
• Biodegradation (consumption by microbes & conversion into less/ non-harmful substances)
• Physical processes (e.g. adsorption (soil adherence), evaporation etc)
• Chemical processes (e.g. hydrolysis, precipitation, cation exchange, oxidation/ reduction, aerobic/ anaerobic degradation, fermentation/ reductive dechlorination/  dehydrohalogenation)
• Dilution (mixing with unpolluted water)- non-destructive!.

However, MNA must:
• Demonstrate a reduction in mass/ concentration/ toxicity occurs.
• Be sufficiently rapid to prevent impact on receptors & minimise plume expansion
• Achieve remedial goals within one generation, ~30 years.
• Include monitoring over 2-3 years+ that MNA is occurring
• A contingency plan if MNA is not achieving remedial goals.

Typically MNA is part of a remedial strategy which includes removal of the source (e.g. leaking tanks/ PSH on the water table) & may be used with other active strategies (e.g. air sparging/ vacuum extraction/ oxidation agents etc)

A Four Stage Process (WA DER):

1) Screening Stage (Assess Viability)
• A soil & groundwater investigation establishing contaminant source, extent/ nature of the plume, aquifer characteristics & groundwater geochemistry
• Identification of sensitive gw receptors
• A feasibility assessment of MNA for the identified site characteristics, (e.g. Low to High)

2) Demonstration Stage (quantitative demonstration of the rate of MNA)
• (Primary evidence): historical monitoring data of concentration decreases with time/ distance
• (Secondary): geochemical mass balance assessment and/or observed data for a shrinking or stable plume.
• (Tertiary): Laboratory demonstration of degradation processes.
This may require additional site investigation work.

3) Assessment Stage (Is MNA an acceptable remedial option?)
• Identify receptors to be protected, remedial targets to be achieved, & a remedial timescale)
• Modelling of the MNA process/es & aquifer environment, including predictive scenarios
• Reporting of the assessment results to DER

Following acceptance of MNA as a suitable remedial option:

4) Implementation
• Design of a monitoring program (Sampling & Analysis Plan)
• Monitoring reports submitted to DER
• Recommendations whether remedial goals are achieved, or on-going monitoring is required.

Adopted from DoE 2004 (Use of MNA for Gw Remediation)

Advantages & Disadvantages:

Advantages:
• Transformation into innocuous by-products (e.g. CO2, ethene, H2O)
• Relatively non-intrusive, allowing ongoing use of infrastructure
• Uses natural process/es
• No waste production
• Lower energy use/ emissions

Disadvantages:
• Longer time-frames to remediate
• Longer monitoring periods
• Complex site characterisation
• Affected by environmental changes (e.g. renewed mobility)
• Secondary toxicity (of transformed chemicals, e.g. TCE>VC)

Typical Applications:
• Hydrocarbon contaminated sites (e.g. service stations/ underground storage tanks/ fuel farms, for TRH, BTEX, PAHs)- Chlorinated hydrocarbons (e.g. solvents)
• Landfill leachate impacts (e.g. NVOCs, NH4, Cl, phenols, OCs, PAHs etc)
• Non-point sources (e.g. OCPs)

Useful References:
www.claire.co.uk?utm_source=rss&utm_medium=rss (SIReN)
www.sandia.gov/eesector/gs/gc/na/mnahome.html?utm_source=rss&utm_medium=rss (US government MNA Toolbox)

Stuart Jeffries
HydroSolutions Pty Ltd


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Sunday, February 21, 2016

Case Study: Contaminated land

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

Major Chemical Manufacturer, United Kingdom

Appraisal of contamination issues, chlor-alkali and organo chlorine manufacturing site, United Kingdom.

An assessment of groundwater contamination and environmental sensitivity issues was undertaken at the company’s Merseyside Operations.

The site is the largest chlor-alkali and organo-chlorine (OC) chemical manufacturing site in the UK.

Chemical manufacturing commenced in the 1840’s, and has included saponification, chlor-alkalis, caustic soda, bleach,copper, hydrochloric and sulfuric acids, OC solvents,and more recently chloro-fluorocarbons (CFCs).  Other contaminants may also be present as by-products or catalysts used in chemical production processes or waste products.

Soil, surface water and groundwater impacts have resulted from the historical operations.

The study reviewed the sensitivity of the hydrogeological setting, and identified potential contaminant migration routes to impact regional groundwater quality, surface water quality in the adjacent Weston Canal, and potentially marine water quality.

Recommendations were made for a comprehensive site investigation program based on common chemical manufacturing areas and likely contaminant sources.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Contam10


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Thursday, February 18, 2016

Case Study: Environmental Audit

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

Major RESIDENTIAL REDEVELOPMENT, (Quattro), former Queens Park, City of Canning, Western Australia

A former residential estate in Queens Park, Cannington, is being redeveloped for ongoing residential use.  Consultants have been appointed to undertake investigation of impacts arising from the former
residential development and it’s subsequent demolition.  A Contaminated Site Audit (CSA) is being undertaken on behalf of the site owner, to support an application for rezoning at a higher residential density.

The former residences have been demolished.  Site impacts have been identified including:

  • organo-chlorine/phosphate (OCP) herbicides in soils beneath the former footings
  • potential metals, hydrocarbons and nutrients in former septic systems, and
  • asbestos in/on soils from the removal of fencing.

The area will developed in three stages. An initial trial area has been remediated and is currently undergoing additional validation works.  Two further stages are currently being investigated, including soil
and potential groundwater impacts.

A Site Management Plan (SMP) is in development for the remaining stages.

A voluntary Site Audit Report (SAR) will be prepared for each stage to accompany consultant reports and to provide recommendations for appropriate site classification to the Department of Environmental Regulation (DER).

The Site was a finalist in the 2010 Urban Development Institute of Australia (UDIA) national awards for environmental excellence.

Stuart Jeffries
Hydrosolutions Pty Ltd

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(Audit 16)


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Monday, February 15, 2016

Case Study: Environmental Audit

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

Major RESIDENTIAL REDEVELOPMENT, (Quattro), former Queens Park, City of Canning

A former residential estate in Queens Park, Cannington, is being redeveloped for ongoing residential use.  Consultants have been appointed to undertake investigation of impacts arising from the former residential development and it’s subsequent demolition.  A Contaminated Site Audit (CSA) is being undertaken on
behalf of the site owner, to support an application for rezoning at a higher residential density.

The former residences, which incorporated asbestos containing material (ACM) have been demolished.  Site impacts have been identified including organo-chlorine/ phosphate (OCP) herbicides in soils
beneath the former footings, potential metals, hydrocarbons and nutrients in former septic systems, and asbestos in/on soils from the removal of fencing.

The area will developed in four stages:

  • An initial trial area has been remediated and is currently undergoing additional
    validation works.
  • Three further stages are currently being investigated, including soil
    and potential groundwater impacts.

A Site Management Plan (SMP) is in development for the remaining stages.

A voluntary Site Audit Report (SAR) will be prepared for each stage to accompany consultant reports and to provide recommendations for appropriate site classification to the Department of Environmental Regulation (DER).

Stuart Jeffries
Hydrosolutions Pty Ltd

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(Audit 16)


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Saturday, February 13, 2016

Newsletter: Water Source Protection

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

A PERIODIC NEWSLETTER COMPILED FOR HYDROGEOLOGICAL & ENVIRONMENTAL PROFESSIONALS IN W.A. MINING
& RESOURCE COMPANIES
WATER SOURCE PROTECTION

Protecting Public Drinking Water Source Areas (PDWSAs)
PDWSAs proclaimed by the Department of Water (DoW) are areas where stormwater run-off & seepage/ infiltration is stored above/ below ground & used to supply community drinking water needs.

Water Source Protection Plans
DoW prepares Water Source Protection Plans (WSPP) for PDWSAs which define water source/s (surface/ groundwater), catchment areas, & landuse management within specified priority (1-3) areas:
• P1: source protection is the prime beneficial landuse
• P2: no increased risk of pollution from existing landuse
• P3: risk minimisation to water source from existing landuse/s
• Wellhead Protection Zone (WHPZ): circle radius 500m in P1, 300m in P2 & P3 areas
• Reservoir Protection Zones: 2km from high water mark
Compatible/ incompatible landuses are defined for each zone. E.g. P1 incompatible landuses include animal husbandry, intensive agriculture, waste/ chemical storage & almost all commercial/ industrial development (DoE 2004). Some countries also specify sanitary protection zones as 50 to 60-day ‘time of travel’ areas to allow die-out of pathogens.

Source Protection Policy in Western Australia
The Australian Drinking Water Guidelines (NHMRC 2004) outlines a ‘catchment to consumer’ multiple barrier risk based management approach to the provision, supply & protection of water sources:

• Selection of an appropriate, safe, high quality water source: are alternative source/s within higher natural protective barrier/s available (e.g. confined groundwater)?
• Effective catchment control: what landuse controls are available within the catchment? If none then monitoring is required as a minimum. Are existing landuses compatible with source protection?
• Protection Buffer Zones: define appropriate landuse management areas.
• Risk Assessment: of potential contaminants within the catchment
• Catchment Protection Strategies:
o Education (of landusers)
o Surveillance (monitoring)
o Enforcement: (responsibilities)
o Emergency response: to specific events (e.g. failure of ADW guidelines/ spillage etc)  • Reporting: management, occurrences/ monitoring etc
• Treatment/ disinfection:      requirements & performance monitoring
• Maintenance: e.g. of the distribution/ storage system

Private Drinking Water Supples
WQPN41 (DoW 2006) provides guidance applicable to rural dwellings, remote communities, mining camps & isolated sites on risks to water sources, waste disposal, options for protection, & quality testing.

Sources: Department of Environment & Conservation, Dept of Water, WA, NHMRC 2004

HydroSolutions Pty Ltd
We are a specialist  hydrogeological consultancy providing expert services including investigation, potable & process resource development & dewatering.  Our environmental capabilities include contaminated site investigation, auditing, remediation & risk assessment – qualitative/ quantitative, health, & ecological.

www.hydrosolutions.com.au?utm_source=rss&utm_medium=rss
Broadband NetMeeting conferencing available for remote sites.


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Thursday, February 11, 2016

Case Study: Environmental Audit

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

INDUSTRIAL RE-DEVELOPMENT, Forrestfield, Western Australia

Part of a former railway marshalling yard in Forrestfield, Western Australia has been redeveloped as a new, high quality industrial estate.  Parts of the adjacent marshalling yard have been impacted by  historical
operations; identified areas of environmental concern (AECs) include diesel spillages, waste  disposal operations, effluent disposal, chemical use and imported ballast.

A Site remedial action plan (RAP) was developed in 2001 to address these issues, and some remedial work have been undertaken.

Some AECs are located within the new  industrial estate.  In order to obtain a site classification that the land is suitable for industrial use from the Department of Environmental Regulation (DER), the owner has agreed to undertake an initial investigation to determine whether groundwater quality beneath the estate has been impacted.

AECs have been located on the ground, and a Sampling and Analysis Plan (SAP) prepared for the initial groundwater investigation, with the objectives of:

  • Identify AECs located within the estate
  • Assess which AECs have been successfully remediated in line with the earlier RAP
  • Determine groundwater quality up and downgradient of the identified AECs.

A Mandatory Audit Report (MAR) will be prepared to accompany the consultant report to DER
including a recommendation for appropriate site classification and posible furtehr work to rectify the site and make it suitable for ongoing industrial use.

Western Australia
Stuart Jeffries

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Audit 15


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Wednesday, February 10, 2016

Case Study: Hydrogeology

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THIS ARTICLE IS A CASE STUDY OF HISTORICAL PROJECTS HYDROSOLUTIONS HAVE WORKED ON.

BHP BILLITON IRON ORE PTY
Redmont Railcamp Potable Water Source Protection Plan, Pilbara, Western Australia

A source protection plan was developed for the potable water abstraction bores supplying Redmont
railcamp, consistent with Department of  Water and Water Corporation guidelines.

Raw water is obtained from two bores completed within a weathered pegmatite associated with the current
course of the Coonarie Creek.

A numerical groundwater model was constructed using FLOWPATH covering the groundwater and surface
water catchments supplying the aquifer.

Time of travel zones were defined including:

  • 60day Source Protection Area (SPA) to provide a sanitary protection zone
  • 365day SPA, equivalent to a wellhead protection area priority 2 area
  • Total catchment area.

Incompatible landuses were identified and an initial risk assessment to the raw water source was undertaken.

Recommendations were made to undertake a review of the water treatment and distribution system
consistent with the Australian Drinking Water Guidelines 2004.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro21


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Tuesday, February 9, 2016

February 2016

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DSI of acquisition land at an operational Nickel refinery


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