Wednesday, December 30, 2015

Case Study: Environmental Audit

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

Environmental Audit

PROPOSED MAJOR INDUSTRIAL DEVELOPMENT,
KWINANA, Western Australia

Currently vacant industrial land in Kwinana is earmarked for the development of a clean-coal-fired power station.  A voluntary Contaminated Site Audit (CSA) is being undertaken on behalf of the site owner in order to obtain a site classification from the Department of Environmental Regulation (DER).

The 76 ha site has historically been used for the disposal of petroleum refinery chemical
wastes, including:

  • Landfarming of oily wastes
  • Asbestos burial
  • Tetraethyl lead (TEL) sludge
  • Pyrophoric scale
  • Calcium fluoride
  • Arsenic sludge
  • Nickel & chrome catalyst
  • General building rubble.

Previous remedial works have not been entirely successful, and contaminants remain on site above applicable guidelines for industrial development.

Shallow groundwater is also impacted by:

  • Hydrocarbons from on-site waste disposal
  • Metals, including arsenic and copper from waste disposal
  • Hydrocarbons from on-site migration
  • An organo-chlorine plume from on-site migration.

The audit has reviewed the stage 1 Preliminary Site Investigation (PSI) and stage 2 Detailed Site Investigation (DSI).  A Site Management Plan is currently being prepared as stage 3 to undertake necessary remedial works to allow the site to be safely developed for intended industrial purposes.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Audit 14


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Monday, December 28, 2015

Case Study: Contaminated Land

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GLOBAL OLIVINE (WA) LTD

Public Environmental Review (PER), Redevelopment of contaminated land & groundwater at former Petrochemical Industries Limited (PICL) site, Kwinana, Western Australia.

An initial review of the contamination status of the former Petrochemical Industries Ltd (PICL) site in Kwinana was undertaken.  Global Olivine proposed to develop a Waste-to-Energy and Water plant on the site.

The site was greendfield prior to 1957, when it was acquired by BP Petroleum as part of the Kwinana
refinery development. Approximately 1/3rd of the site was used for refinery waste disposal operations prior to substantial remedial works in 1988.

The land was purchased by PICL in 1987, although no development took place before it’s subsequent purchase by LandCorp in 1993.  A Public Environmental Review (PER) was prepared in support of the proposed site re-development by Global Olivine.

Specific aspects included et al Environmental Impact Assessments (EIA’s) to the Land, Water and Marine environments.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Contam8


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Saturday, December 26, 2015

Case Study: Contaminated Sites

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COMMONWEALTH DEPARTMENT OF DEFENCE

Environmental Restoration Plan, Naval Communication Station Harold E Holt, Exmouth, Northwest Cape, Western Australia.

An Environmental Restoration Plan was prepared for the Department of Defence for NCS Harold E Holt. The site was built in 1966 by the United States Navy.  In 1999 it reverted to the Australian Commonwealth.  An initial desk study identified potential environmental issues associated with base operations, historical
waste disposal, fuel and chemical storage and applications.

A comprehensive site investigation program was developed, comprising groundwater monitoring within the superficial and karst limestone aquifers, soil investigation bores and trial pits over three separate areas extending over 15km2.  A landfill investigation comprised a geophysical magnetic survey and trial pits, landfill gas and groundwater monitoring.  Gazetted asbestos disposal sites were examined to determine the extent, demarcation and capping provisions.

The restoration plan allowed for the excavation and removal of contaminated soils above applicable environmental guidelines for disposal within a purpose built Class IV landfill disposal facility, the first to be designed and built in Western Australia.  Part of the remedial strategy included bio-remedial treatment of hydrocarbon contaminated soils in a specially built treatment cell, with restoration of treated soils back to the land where possible.  Laboratory bioremediation trials were run to access the treatability.

The plan included restoration of excavation borrow pits located throughout the base through re-soiling and re-seeding with native flora species.  A digital terrain model was used to assess the visual impact of the restoration from adjacent areas.

A groundwater risk assessment was undertaken to determine the level of risk to the environment from remaining residual contaminants, including hydrocarbons and organo-chlorine pesticides.  The risk assessment specifically examined apparent risk to the relict stygofauna community endemic to the karst limestone aquifer beneath the base, and the risk posed by failure of the landfill containment.

Technical papers were submitted on aspects of the restoration plan to the 1997 Engineering Excellence Awards, WA and the 4th National Hazardous and Solid Waste Convention in Brisbane, April 1998.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Contam9


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Wednesday, December 23, 2015

Case Study: Hydrogeology

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ENGLISH NATURE
Causes of water recession at Brown Moss Wetland Site of Special Scientifc Interest (SSSI), Shropshire, England

A hydrological & hydrogeological appraisal of the causes of water recession at an ecologically sensitive wetland within Shropshire, England was undertaken, over potential concerns regarding local development impacts.

The Brown Moss ecosystem comprises a localised shallow perched groundwater aquifer, supporting the ephemeral wetland areas, formed within interbedded sand and clay sequenec of glacial origin.  Water outflow occurs as leakage through underlying clay into deeper sandy units.

Information regarding local road and infrastructure development was obtained, although none were concluded to have any significant impact on water levels.

Climatic data over the preceding 33 years was used to develop synthetic hydrographs.  These indicated that average effective rainfall was insufficient to maintain former water levels within the moss. This may also have been exacerbated by continued dredging activities within the wetlands.

Recommendations were made for ongoing monitoring, further investigation using geophysical techniques and bore construction, to evaluate the use of compensation groundwater from deeper aquifers, including hydrochemical and water balance studies.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro20


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Monday, December 21, 2015

Case Study: Hydrogeology

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NATIONAL RIVERS AUTHORITY UK (now ENVIRONMENTAL PROTECTION AGENCY):
National Groundwater Protection Policy- Determination of Groundwater Protection Zones, 750 Public Water Supply sources, throughout England and Wales.

Groundwater protection zones (GPZ’s) were developed for 750 public water supply groundwater sources as
part of the National Groundwater Protection Policy for England & Wales.  A consistent methodology was
developed for each source.  A data request proforma was used to obtain hydrogeological data from regional water  authorities.  The quality of data was evaluated and a decision made on the most appropriate method to delineate the GPZs. Like sources/locations were grouped where possible.

Analytical methods were used initially to provide a simple check on the catchment & time of travel zones
using recharge estimates. The analytical result was adopted for sources with poor data quality.  GPZ for
sources with intermediate data quality were determined using the USEPA computerised analytical model
WHPA (“Well Head Protection Area”) using backward particle back-tracking methods.

Sources with ‘good’ data were analysed using the numerical finite difference model FLOWPATH (WHI).  A hydrogeological conceptual model was developed & agreed, which was represented as a numerical flow domain.  The following isochrone & catchment zones were defined:

  • The 50-day (inner) protection zone (biological  & sanitary protection)
  • The 400-day (outer) protection zone (response zone in the event of a contaminant release to the aquifer
  • Total catchment zone: Steady state based on recharge estimates.

A standardised report was produced for each group of sources, including:

  • All data & evaluations
  • Analytical determinations
  • Numerical model & source codes/files
  • Time of travel & total catchment maps as Geographical Information System (GIS) files

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro19


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Sunday, December 20, 2015

Case Study: Environmental Audit

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Contaminated Site Audit, Proposed Residential Redevelopment, City of Belmont, Swan Coastal Plain, Western Australia

Land previously used for residential purposes and limited commercial operations has been cleared, and is proposed for High rise residential redevelopment.

A Contaminated Site Audit (CSA) was undertaken on behalf of the proponent to support an application for rezoning at an increased residential density.

Former houses have been demolished.  Investigation works have identified the presence of  organo-chlorine/phosphate (OCP) pesticides in soils around the former housing pads above applicable guidelines for  residential development.

The demolition and removal of boundary fences has resulted in isolated occurrences of asbestos on the soil surface. Shallow groundwater adjacen to the Swan River has been impacted by OCPs above applicable guidelines for  irrigation and the marine environment, applicable to the adjacent estuarine River Swan.

Current investigations will determine the extent of this impact.

A stage 3 Site Management Plan is currently being formulated for the removal of surface impacted soils and replacement with clean fill, including removal of isolated asbestos.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Audit 13


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Saturday, December 19, 2015

Case Study: Hydrogeology

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PIONEER CONCRETE
Mineral landbank development with low-level restoration, Lincolnshire, England

Options to extract aggregate and restore the site were reviewed for a sand and gravel lens above liassic clay.

No constraints on dewatering by conventional means were identified.  The dewatering scheme included the recirculation of abstracted water via two settlement ponds, to permit mixing and the regulation of  groundwater quality.

Options for the low-level restoration of the site were examined.  The use of in-situ materials was identified to be the most cost-effective option compared to construction of a bentonite slurry wall as a permanent groundwater exclusion structure.  Long-term incidental rainfall and likely seepage rates were identified using numerical modelling. An assessment of settlement potential due to dewatering was also undetraken

Recommendations were made for internal and external drainage structures to be incoporated into the design.

A geotechnical appraisal of the suitability of on-site clays to form the exclusion structure was undertaken.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro18


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Sunday, November 29, 2015

Case Study: Hydrogeology

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RESOLUTE SAMANTHA
Additional groundwater resources for Bulla Bulling Minesite, near Coolgardie, Goldfields, Western Australia

A groundwater exploration program was undertaken to establish additional process and potable water supplies to meet minesite capacity expansion.

Existing prospects were reviewed.  Four additional production bores were established to access groundwater resources within a concealed palaeochannel sequence identified via goephysical survey at three locations chosen to minimise bore interference.  A fifth bore was established at a nearby abandoned borefield.  All bores were test pumped to estblished hydraulic parameters aand sustainable yield.

Recommendations were made for sustainable yield and borefield operations.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro17


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Thursday, November 26, 2015

Case Study: Hydrogeology

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PEAK HILL RESOURCES LTD
Development of additional groundwater resources for minesite, Meekatharra, Goldfields, Western Australia

A groundwater exploratory program was undertaken to establish additional process and potable water supplies for the minesite.

Exploratory bores were drilled around the existing main borefield completd within the Bangemall metsediments.  One bore provided a short-term yield of 220kL/d, although interference effects will limit
long-term yield.  Borefield supplies are also limited by the volumetric capacity of the existing pipeline
servicing the mining operation.

A second exploratory program was undertaken around the ‘Spehrs’ borefield completed within the folded mine sequence.  Minor additional water supplies were obtained from bores completed within the exposed hanging wall sequence; numerous bores had been drilled with highly variable results.  The geological structure was reviewed; successful bores intercepted a chert sequence locally absent through folding and faulting.

Two additional bores were completed, providing an additional 463kL/d.  The additional water resource obtained from the overall program was in excess of the net target requirements for the minesite.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro16


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Monday, November 23, 2015

Case Study: Site Remediation

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COMMONWEALTH DEPARTMENT OF DEFENCE
Environmental Restoration Plan, Naval Communication Station Harold E Holt,
Northwest Cape, near Exmouth, Western Australia

Contamination had arisen at the Naval Communication Station due to historical waste disposal, chemical applications, industrial activities and chemical spillages since the base was commissioned in 1966.  The base extends to four areas in excess of 15km2.

The main contaminated materials included:

-Mixed domestic and industrial wastes
-Discharges of bunker fuel & diesel
-Organo-chlorine herbicides/pesticides
-Polychlorinated biphenyls (PCBs)
-Garnet from maintenance operations
-Asbestos building wastes
-Metals leached from below ground
structures

The remedial scheme involved the removal by excavation of contaminated materials present above environmental guidelines followed by restoration with virgin fill. The contaminated soils were either to be bioremediated & replaced (for hydrocarbon impacted soils), or for more intractable materials for disposal
to a class IV (low-level) waste landfill, the first to be designed & commissioned in WA.

Numerical modelling was undertaken to assess the risk to groundwater, including the stygofauna, and to the marine environment from possible failure of the landfill liner.

Removal of contaminated material was validated.  Each excavated area was to be re-instated with topsoil and re-seeded with native vegetation.  An aftercare period of five years was specified.

An on-going groundwater monitoring program within the underlying karst limestone and superficial deposits was put in-place to verify that the intent of the remedial program was met.

Stuart Jeffries
Hydrosolutions Pty Ltd

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SiteRem4


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Saturday, November 21, 2015

Case Study: Hydrogeology

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Public Water Utility, Gatehampton, England
Resource investigation of a 22ML/d Public Water Supply bore affected by phenols

The potential to realise the licensed yield at a major chalk groundwater Public Water Supply (PWS) affected by phenolic contamination was undertaken.  A desk study examined the history of contamination: phenol & other organic and organo-chlorine (OC) contaminants were periodically present in raw water obtained from bores within the PWS, restricting the operation and yield of the source. Two potential upgradient sources for the phenol were identified; a former town-gas works, and a former wood mill using OC preservatives.

A site investigation program included on and off site soil bores to obtain unsaturated zone cores: interstitial fluids were removed via centrifuge for analysis.  Off-site groundwater monitoring bores were constructed throughout the dry-river valley adjacent to the source.

A major test pumping program was undertaken over two weeks at the PWS maximum licensed abstraction rate of 22 ML/d, with discharge being directed into an adjacent perched water course.

Low-level non-chlorinated phenols were analysed on one occasion at commencement of the test, with other organic contaminants including phthalate esters identified periodically.  However a nearby satellite bore was found to contain high concentrations of phenols.  It was concluded from the phenol speciation that contaminants were present from the former gas works operations, although regional numerical groundwater modeling results indicated that the lateral extent of the contaminant plume was strongly influenced by large-scale abstraction up and down gradient with the river valley.

Overall, the existing combined abstractions were beneficial in promoting natural attenuation of the
residual urban contaminants.  It was concluded that the licensed yield could be obtained safely, provided an on-going monitoring program was in place.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro15


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Thursday, November 19, 2015

Case Study: Hydrogeology

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AGROCHEMICAL MANUFACTURER, Kwinana, Western Australia
Review of deep waste injection operation

An agrochemical manufacturing site has been in operation in Kwinana since the 1960’s.  Former waste disposal practices involved the disposal of waste oils, intermediates and wash down from reaction vessels into shallow unlined pits, which resulted in the contamination of unconfined groundwater by salt-water/ brine, diesel, toluene and organo-chlorine pesticide residues and contaminant bi-products, including 2,4-Dichlorophenoxyacetic Acid (2,4-D) and 2,4,5-Trichlorophenoxyacetyic Acid (2,4,5-T).  2,4-D and 2,4,5-T were mixed together in approximate 50:50 ratio to form the defoliant ‘Agent Orange’ during the Vietnam War.  The former manufacturing process for 2,4,5-T may introduce trace amounts of the dioxin 2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD), which, if present, is highly toxic to humans.

Following a review of waste disposal options, a license was granted in 1984 for the disposal of effluent by deep waste injection (DWI) to the Cockleshell Gully Formation.  A deep cased bore was constructed to a depth of 1457mBGL, and perforated over the designated injection horizon.

A review was undertaken to assess the historical DWI operations, in line with more stringent requirements in the United States of America (USA) and proposed changes restricting or preventing similar operations within Western Australia.  The hydrogeology of the receiving environment was reviewed: saline groundwater is confined by thick overlying Cadda Formation.  No significant mineral resources were identified.  The area is relatively stable seismically.  Re-modelling of solute movement under an increased injection rate was undertaken, which indicated that the waste would be contained within the injection
horizon for the foreseeable future. It was concluded that the DWI operation was being operated within applicable regulatory requirements.

Recommendations were made for a program of  integrity testing in line with proposed US underground injection control (UIC) guidelines.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro14


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Monday, November 16, 2015

Case Study: Environmental Audit

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CONTAMINATED SITE AUDIT

Former Fuel Bunkering Terminal, Fremantle, Swan Coastal Plain, Western Australia

A Contaminated Sites Audit (CSA) was undertaken on behalf of the site owner, of a former marine bunker fuel and diesel storage terminal.  The Site had been leased since 1921 to various oil companies, who had operated a storage terminal for marine fuels in large capacity above ground storage tanks (ASTs), storing light diesel and bunkering oils.  As a condition of the lease, the site was to be returned to the owner in a condition suitable for residential development.

The former site operator undertook demolition works during 2005. Investigation and remedial works occurred  between January and October 2005.

The audit reviewed completed reports for the Stage 1 Preliminary Site Investigation (PSI), Stage 2 Detailed Site Investigation (DSI), Stage 3 Site Management Plan (SMP) and Stage 4 Remediation, Validation anjdf On-going Monitoring (RVoM) work undertaken by the former operator. Investigation works included soil and groundwater monitoring bores.

Hydrocarbon contaminated soils above applicable guidelines for residential development were
identified at various locations at former tank footprints, pipeline corridors and Anpress unit.
Groundwater was impacted by Phase Separated Hydrocarbons (PSH) and dissolved phase hydrocarbons present in both on-site and offsite bores.

A Site Management Plan involved the removal of impacted soils above guideline levels to
depths in excess of 2mBGL for off-site disposal and replacement with clean fill. Unsuccessful
attempts were made to recover PSH from the water table.  A long term management plan via
Monitored Natural Attenuation (MNA) was proposed.

Due to identified shortcomings in the remedial works undertaken, the site was  classified as
‘Contaminated – Remediation required’.

Stuart Jeffries
Hydrosolutions Pty Ltd

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(Audit 12)


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Friday, November 13, 2015

Case Study: Hydrogeology

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CHLOR-ALKALI MANUFACTURER, Kwinana, Swan Coastal Plain, Western Australia
Groundwater investigation

An investigation of groundwater quality was undertaken at a chlor-alkali manufacturing plant, which produces chlorine gas, sodium hydroxide and hydrogen from brine by electrolysis.  The manufacturing process involves solid salt dissolved in heated water to form a hot brine. Leakage of brine through the dissolver had lead to a a salt plume within the fresh underlying groundwater within the Safety Bay Sand superficial aquifer.

A geophysical survey using the Em34 was undertaken to produce electomagnetic resistivity profiles of the operational site. These data were used to infer potential points of leakage to groundwater.

A groundwater monitoring network was established to determine the hydrogeological conditions
and groundwater quality in 3-dimensions.

The rate of movement and salt flux was estimated.

It was concluded that the low migration rates would promote natural attenuation of the salt
by advective dispersion in the absence of any downgradient users.

Recommendations were made for an ongoing monitoring program.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Hydro13


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Tuesday, November 10, 2015

Newsletter: Water- Why You Can’t Live Without It!

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WATER: WHY YOU CAN’T LIVE WITHOUT IT!
Water comprises 70% of our bodies, our biochemical reactions occur in it, our body temperature is regulated by excreting it, & it removes bodily wastes; water is essential to life.

70% of Australia is semi-arid to arid desert; travelling through the outback not only requires water, but also knowledge about water. The average person can expect to survive without water for only 2-5½ days depending on climate & what they try to do.

How Much Is Enough?
• Normal activity: c8-10 (240ml) glasses/ day (1.9 to 2.4L).
• Minimum water requirement in the bush is 4L/ person/ day drinking water, +4L for washing, plus extra in case of stranding/ breakdown/ lost.

Thirst is not always a reliable guide & can lead to under consumption of your daily requirement. To prevent “voluntary” dehydration, use the following temperature guide:
• <38oC, drink ½L of water/ hour.
• >38oC, drink 1L/ hour

Symptoms of too little water include constipation, itching, nose bleeds, urinary infections, sneezing, sinus problems & headache.

Assuming a 12-hour working day, the recommended water consumption would be:

Location                                    Mean                     When                       Recommended
days/year                                              consumption
>35oC                                                     L/p/d
Wagin (Central SW)                      19                     Nov-Mar: 12        Apr-Oct  6 minimum
Perth Airport                                 26                     Nov-Mar: 12        Apr-Oct: 6 min
Kalgoorlie (Goldfields)               40                     Oct-Mar: 12         Apr-Sep: 6 min
Newman (Pilbara)                       137                    Oct-Apr: 12         May-Sep: 6 min
Fitzroy Crossing (Kimberley) 209                   Sep-Apr: 12         May-Aug: 6 min

What to Do In an Emergency:
If you are lost/ stranded in a vehicle, stay there; it is easier to spot, & a good shade source; temperatures are significantly reduced 0.3m above the ground surface.  Air temperature, humidity & physical activity affect water requirements in the desert.

Ways to minimise water loss include:
• Find shade, avoid direct sunlight;
• Place something between you & the hot ground;
• Limit movement/ labour in daytime;
• Conserve your sweat.
• Cover up; protect from hot blowing winds &/or direct sun.
• Breath through your nose (reduces transpiration).
• Drink in small sips
• If water is scarce, do not eat; water is consumed during metabolism.
• Do not drink urine unless distilled.

I’m So Thirsty.
Tricks on how to get water in the desert;
Rain water:
• Rock formations accumulate rainwater & a possible spring/ soak
• Salt lakes, after rain the top 3mm of water is fresh & can be syphoned off
• Farm/ station dams/ soaks
Groundwater: Dig at the outside bend of a river bed, use a rag to soak & ring out.
Catch/ condense atmospheric moisture:
• Place plastic bags over the ends of a branch with leaves.
• Dessert still: dig a hole, place a cup in the middle/ bottom, place a tarp/ plastic sheet over the hole weighted down & sloping down to the cup • Wrap rags around your legs & walk through heavy grassland at dawn/ dusk, ring out
Vegetation: Tree roots contain moisture which can be drained,
Locate an oasis/ dam/ soak: Follow animal tracks
Distilling: boil salty water, collect the steam, & condense it using a long tube to a container

Hyponatremia
Consumption of excess water; it is a common electrolyte imbalance, typically where >15-20L water has not been adequately excreted.

Sources: FirstScience, Bureau of Meteorology, US Army Field Manual, US Bureau of Land Management, WA Police, Wikipedia

HydroSolutions Pty Ltd

Groundwater Consultants

We are a specialist hydrogeological consultancy providing expert services including investigation, potable & process resource development & dewatering.  Our environmental capabilities include contaminated site investigation, remediation & risk assessment – qualitative/ quantitative, health, & ecological.
Visit us at: www.HydroSolutions.com.au?utm_source=rss&utm_medium=rss

Broadband NetMeeting conferencing available for remote sites.

Stuart Jeffries, Hydrosolutions Pty Ltd


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Sunday, November 8, 2015

Case Study: Contaminated Land

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WARDLE METALS, Powys, Wales, United Kingdom

Investigation & Restoration of an Aluminium Recycling Plant

An investigation of hydrogeological conditions at an aluminium recycling facility was
undertaken as part of a major expansion of waste disposal facilities.

Aluminium scrap is reprocessed inside a reverbatory furnace; hot highly reactive waste slag, which may be liable to spontaneous combustion is removed from the furnace and sprayed with water prior to deposition within a former clay pit to ‘cure’ by exposure.  The waste remains reactive for many years, leaching ammonia and metals
in solution.

The former brick pit had been excavated into clays overlying sand deposits.  Both
perched and semi-confined groundwater was impacted by ammonia, elevated Electrical Conductivity, aluminium,copper and iron, with a an elevated (alkaline) pH.

A geotechnical appraisal of the suitability of on-site clays for landfill development was
undertaken.  The restoration plan for the existing landfill comprised perimeter
earthworks, capping and restoration.  Groundwater contamination was addressed
through a perimeter cut-off drain and ongoing monitoring.

An investigation of an adjacent field for development of a new above-ground landfill
was undertaken.  Detailed landfill development costs were prepared, including provision of a leachate pre-treatment plant to reduce high-strength leachate necessary before disposal to sewer.

Stuart Jeffries
Hydrosolutions Pty Ltd

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Contam7


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Thursday, November 5, 2015

Case Study: Environmental Audit

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TIWEST JOINT VENTURE
Review of Groundwater Monitoring License Requirements, Kwinana pigment plant & chemical works, Western Australia

A review of groundwater monitoring over the preceding ten-years and future monitoring requirements was undertaken on behalf of Tiwest JV at the Kwinana pigment plant on the Swan Coastal Plain.

A brief review of the main chemical processes was undertaken to identify raw materials, products, intermediates & waste chemicals.

Background data was reviewed regarding hydrogeology, groundwater monitoring &
historic sources of impact, including potential off-site contaminant sources.

A qualitative risk assessment was undertaken of current processes and historical impacts, and potential receptors.

Sampling procedures were reviewed & recommendations for improved quality assurance/ quality control (QA/QC) were outlined.

Recommendations were made to rationalise the existing bore monitoring
network and for changes to the monitoring program to meet new site licensing
requirements.

Further work was recommended to provide adequate characterisation and monitoring
of on-site process areas, and known off-site sources of contaminants.

Stuart Jeffries
Hydrosolutions Pty Ltd

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(Audit 10)


via Hydrosolutions | Groundwater and Environmental Consultants http://hydrosolutions.com.au

Monday, November 2, 2015

Case Study: Hydrogeology

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MYRUP FLY-IN ESTATE, Esperance, Western Australia
Proposed residential development adjacent to the Lake Warden RAMSAR wetland

A hydrogeological & hydrological investigation was undertaken of a proposed fly-in residential estate to be constructed adjacent to the Lake Warden wetland northeast of Esperance.

Lake Warden is a RAMSAR designated wetland with high ecological values.  The site development incorporates effluent treatment systems with disposal via on-site irrigation through a constructed wetland to provide water/effluent treatment  and remove/ reduce the nutrient and sediment load.

A site investigation determined the hydrogeological and soil conditions. Site soils are duplex type, comprising shallow soils overlying silty clays.  The soils possess adequate infiltration capacity and depth to water to permit effluent disposal based on loading estimates. Nutrient sorbsion rates in soils were estimated from the Phosphate Retention Index (PRI) and Cation Exchange Capacity (CEC) of soils.

Brackish to saline unconfined groundwater is present at shallow depth beneath superficial dune sands, and also unconfined to semi-confined groundwater within silty and sandy clays of the Pallinup Siltstone.  Groundwater flow occurs to the southwest,
discharging into Station & Mullet Lakes to the south.

Lake water is chemically similar to groundwater, although pH indicates that groundwater comprises only a minor portion. Surface water has a lower average turbidity, is oxygenated and low in nutrients.

Site run-off has been altered through the construction of roadways, however major drainage lines to the southerly wetlands are retained.  Run-off volumes are estimated for various storm events.

A surface water feature is proposed at a topographic low through excavation of soils to form an engineered wetland.  This will be beneficial in improving the surface water quality discharged to the Lake Warden wetland through the removal of
sediments and nutrients.  A monitoring network was established to determine baseline conditions prior to development.

Stuart Jeffries
Hydrosolutions Pty Ltd

Groundwater Consultants

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Hydro12


via Hydrosolutions | Groundwater and Environmental Consultants http://hydrosolutions.com.au

Saturday, October 31, 2015

Case Study: Environmental Audit

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OK TEDI MINES LTD, Papua New Guinea, Water Quality Review

A review of the Industrial Sites Management Water Monitoring Program was undertaken on behalf of OTML.

The study included a review of relevant PNG legislation relating to water quality monitoring, Surface water, mining, including the Mining
Code of Practice & the Environment Act.

Historical monitoring data was available over a 3-year period, including surface water flow and quality in the Fly & Ok Tedi rivers, and groundwater data.

For each discharge point, water quality was compared to applicable environmental standards. Areas of apparent non-compliance were
identified.  Recommendations were made for further assessment/ investigation and/or changes to the monitoring suite.

A review of sampling and laboratory analytical protocols was undertaken.
Recommendations were made for improved sampling protocols, and the  implementation of improved quality assurance procedures.

Analytical results from two laboratories were compared, and recommendations made for improvements in reporting & Quality Assurance/ Quality Control (QA/QC) procedures.

Stuart Jeffries
Hydrosolutions Pty Ltd

Environmental Consultants

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Audit 9


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Thursday, October 29, 2015

Case Study: Hydrogeology

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TARMAC ROADSTONE (WESTERN) LTD, Cheshire, England.
Groundwater numerical modelling of quarry dewatering & associated impacts

As assessment of the hydrological & hydrogeological impacts of dewatering a large open sand-pit was undertaken.

Existing hydrogeologival data was reviewed, and a groundwater and surface water monitoring network was established.  A program of  hydraulic testing to establish aquifer parameters, and geotechnical testing to establish mineral properties and available landbank was undertaken, together with a surface water stream gauging exercise.

A groundwater numerical model was constructed using MODFLOW, which was calibrated against historical abstraction, groundwater level and surface water flow records.

The effect of drawdown on streamflow and perched water levels within streams was assessed, together with interference effects on
licensed groundwater abstractions.  An assessment of potential settlement impacts due to dewatering on adjacent nearby properties was also undertaken.

Recommendations were made for groundwater management and disposal, and augmentation of the existing groundwater monitoring network.

Stuart Jeffries
Hydrosolutions Pty Ltd

Groundwater Consultants

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Hydro11


via Hydrosolutions | Groundwater and Environmental Consultants http://hydrosolutions.com.au