12 GEOLOGY AND SOILS Executive summary
|
|
- Verity Arleen James
- 6 years ago
- Views:
Transcription
1 12 GEOLOGY AND SOILS 12.1 Executive summary The assessment has investigated the impacts of the Proposed Scheme on statutory and non-statutory geological sites, evaluated the risks associated with existing areas of contamination and assessed existing ground conditions to determine the suitability of soils to be re-used within the works The assessment has concluded that the Proposed Scheme would not impact on any areas designated for the protection of geological interest. Several sites have been identified where the ground is known to be contaminated, mostly in brownfield areas around Strabane. Background testing has identified areas of elevated levels of contaminates where soils cannot be incorporated into the works. Additionally, the contractors would undertake sampling and testing of soils in these areas and prepare detailed plans for avoiding handling, removal and disposal to ensure that site staff and the public would not be exposed to any potential hazard. Where soils have been found to be acceptable, it would be reused in the works Scope of the assessments The assessments and studies relating to geology and soils have been focused on: consideration of potential impacts specific to statutory and non-statutory sites designated for their geological value; a review of geological, geotechnical and soils information prepared by the geotechnical and contaminated land team to identify potential impacts on geological resources; evaluation of contaminated areas and sites relative to potential impacts / risks on environmental receptors in the vicinity of the Proposed Scheme; and an assessment of the background greenfield conditions to determine whether or not soils would be suitable for re-use within the works Statutory designated sites which have been considered include Areas of Special Scientific Interest (ASSIs) where geological value is integral to the designation. Nonstatutorily designated sites include Earth Science Conservation Review Sites (ESCRS). These are sites identified as having national or international importance for earth science conservation by virtue of their geology, palaeontology, mineralogy or geomorphology In relation to contaminated sites, the assessment identified sites where construction is likely to involve disturbance which could result in the release of contaminants into the environment and could result in impacts on sensitive environmental receptors including people, nature conservation resources and aquatic resources. Potential impacts related to human health are described in this chapter. Impacts on the aquatic environment and Mouchel
2 nature conservation resources, are described in Chapter 11 (Ecology and Nature Conservation) and Chapter 16 (Road Drainage and the Water Environment) Contaminated sites include brownfield sites which are defined as previously developed sites with a range of former industrial uses which have been or are associated with industrial or other potentially contaminative activities. Former and active landfills have also been considered The study area for the assessment includes designated and contaminated sites either under or directly adjacent to the Proposed Scheme and new or modified side roads More distant sites which may also be impacted by the road construction, such as large landfills, have also been considered Statutory and planning context Reference has been made to the following statutes, policies and plans. The Nature Conservation and Amenity Lands (Northern Ireland) Order 1985 (as amended) The main provisions include powers for the Department of the Environment Northern Ireland (DOE) to designate National Parks, and to declare statutory Nature Reserves or Marine Nature Reserves. The Environment (Northern Ireland) Order This legislation requires Northern Ireland Environment Agency (NIEA) to identify and designate ASSIs. ASSIs are nationally important sites which are designated for their important flora, fauna or geological features. Planning Policy Statement 2 (PPS 2) Planning and Nature Conservation PPS 2 details DOE policies relative to nature conservation as part of the Department s responsibility for securing orderly, consistent and sustainable development. Geological features and landforms are included as important components which form the focus of the conservation policies within the document. The Waste and Contaminated Land (Amendment) Act (Northern Ireland) The Waste and Contaminated Land Order was made in November It came into operation in March 1998 (with amendments to Part 2 & Part 3 of the order completed in 2011) and implements the European Commission (EC) Framework on Waste in Northern Ireland. The Order makes a number of provisions such as: transfer of responsibility for waste regulation from the district councils to the Department of Environment (DOE), focused within the Northern Ireland Environment Agency (NIEA); introduction of measures designed to increase control over the processing and handling of waste including Waste Management Licensing, Controlled Waste and Mouchel
3 Duty of Care, Registration of Carriers, Special Waste and Producer Responsibility; and introduction of measures relating to the identification of contaminated land, designation of special sites, duties of enforcing authorities to require remediation, determination of appropriate persons to bear responsibility for remediation, liability of contaminating substances which escape to other land and contaminated land registers Some parts of the order with respect to waste management have yet to be implemented, for example, waste licensing is operating under the provisions of the Pollution Control and Local Government (Northern Ireland) Order 1978 until regulations for the transfer of responsibility to the DOE can be introduced Methods of assessment The assessments have been informed by the guidance detailed in the DMRB, Volume 11, Section 3, Part 11 Geology and Soils They have involved the following tasks: establishment of the baseline environment relative to the location, form and status of designated sites and contaminated sites and the key geological characteristics associated with the Proposed Scheme corridor and its wider setting; evaluation of the form and magnitude of impacts on designated sites and the potential for impacts associated with contaminated sites which would be, or are, likely to be disturbed during construction of the Proposed Scheme; identification of appropriate mitigation where impacts on designated or other important geological features or contaminated sites have been identified; and description of the predicted residual impacts and their effects. Establishment of baseline environment Identification of areas designated for their geological value, contaminated sites and the geological characteristics of the Proposed Scheme corridor has involved reference to the following documents and data sources (see Appendix 12A for further detail): current and historical, geological and hydrogeological mapping; walkover surveys; aerial photography; datasets held by the Geological Survey of Northern Ireland and the Geological Survey of Ireland; datasets held by the Northern Ireland Environment Agency (NIEA); datasets held by the Northern Ireland Executive and Local Authorities; Mouchel
4 datasets held by the Public Records Office; A5 Western Transport Corridor, Environmental Statement, Mouchel, November 2010; A5 Western Transport Corridor Section 1 Preliminary Sources Study, Mouchel, June 2009; A5 Western Transport Corridor Section 2 Preliminary Sources Study, Mouchel, June 2009; A5 Western Transport Corridor Section 3 Preliminary Sources Study, Mouchel, June 2009; A5 Western Transport Corridor Section 1 Factual report on Ground Investigation, Phases 1-4, Glover Site Investigation Ltd, 2010; A5 Western Transport Corridor Section 2 Factual report on Ground Investigation, Phases 1-4, Soil Mechanics Ltd, 2010; A5 Western Transport Corridor Section 3 Factual report on Ground Investigation, Phases 1-4, Soil Mechanics Ltd, 2010; A5 Western Transport Corridor Section 1 Ground Investigation Report, Phases 1-4, Volumes 1-13, Mouchel, June 2012; A5 Western Transport Corridor Section 2 Ground Investigation Report, Phases 1-4, Volumes 1-10, Mouchel, June 2012; A5 Western Transport Corridor Section 3 Ground Investigation Report, Phases 1-4, Volumes 1-11, Mouchel, June 2012; A5 Western Transport Corridor Section 1 Ground Investigation Report Supplement, Phase 5, Arup Atkins, November 2013; and A5 Western Transport Corridor Section 3 Ground Investigation Report Supplement, Phase 5, Volumes 1-13, URS Halcrow, January The principal sources of information specific to geological characteristics, contaminated sites and contaminated land have been the Geotechnical Preliminary Sources Study Reports prepared by Mouchel in 2009 and Ground Investigation Reports prepared by Glovers Site Investigation Limited and Soil Mechanics in A review of ground based information and chemical data prepared by Arup Atkins in 2013 and URS Halcrow in 2014 has also been undertaken, the assessment of which is presented as Addenda to the Ground Investigation Reports. The assessment of chemical data collated as part of the additional works has been included as part of this ES The three reports referred to in paragraph describe the data sources referred to by the geotechnical and contaminated land team, visual surveys which have been undertaken to verify information from the desk-based data sources and the site Mouchel
5 investigations which have been undertaken to establish more detailed knowledge specific to the areas which would be required for construction of the Proposed Scheme. Identification of impacts and risk The evaluation of impacts on geological sites has involved consideration of the sensitivity of the specific site or area and the magnitude of impact taking into account direct impacts on designated features The identification of risk specific to the contaminated sites considered during the assessment has been based on a combination of established experience of the potential type and extent of contaminants which might typically be associated with each type of site and information derived from the ground investigation reports scheduled in above. The assumption has been that all sites would be subject to disturbance. Where this would be the case, an assessment of the potential for impact on human health or consequent impacts on other environmental receptors has been undertaken as described in Baseline environment Designated sites There are three statutorily designated sites located in close proximity to areas required for construction of the Proposed Scheme. McKean s Moss ASSI and McKean s Moss Part 2 (Figure 12.2) are located to the south west of Cloghcor. Tully Bog SAC/ASSI (Figure 12.4), is located some 8kms to the north west of Omagh. All are lowland raised bogs designated for their physiographical and biological value. Non designated geologically / geomorphologically important sites There are three areas of deglacial complexes included in the current schedule of ESCRS which are associated with the Proposed Scheme corridor The Artigarvan Moraines and Outwash deposits (Figure 12.2) and the Deer Park and Strule / Mourne Valley Moraines (Figure 12.3) form part of the Foyle Valley Glacial Complexes. The complexes consist of formations related to ice-margin retreat and comprise a variety of ice marginal and subglacial landforms including moraines, flat topped terraces and eskers of hummocky and ridged ice-contact morphology The Clogher Valley Complex, Kilgreen (Figure 12.5 and 12.6) is characterised by sand and gravel deposited by a temporary realignment of the hydraulic gradient from the retreating ice sheet. This has resulted in a number of north-east tosouth-west trending esker-like ridges, and also ice marginal moraines. Geology and soils Solid geology The relationship of the underlying solid geology to the Proposed Scheme corridor is shown in the geological long section illustrated in Figure This shows that there are Mouchel
6 two distinct provinces north and south of the Omagh Thrust Fault (OTF), a sub-horizontal thrust fault located to the south of Omagh North of the OTF the corridor is generally underlain by Precambrian strata which are Dalradian in age and which have been thrust southwards over younger, Devonian and Carboniferous rocks by the OTF, to form a large overturned fold known as the Sperrin Nappe The Devonian and Carboniferous rock south of the OTF largely comprise sandstones and limestones This sequence is disturbed by a number of major north-east to south-west trending faults which divide the strata of this area into 3 distinct fault blocks defined by 2 major faults groups; The Tempo Sixmilecross Fault and Killadeas Seskinore Fault to the north and the Clogher Valley Fault to the south. These form a central up-thrust block known as the Slievemore Ridge A stratigraphic column of the solid geology to the north and south of the OTF is provided in Tables 12A.1 and 12A.2 in Appendix 12B. Drift geology Drift deposits associated with the Proposed Scheme corridor are primarily glacial in origin. They comprise glacial till, glacial sands and gravels and glacio-fluvial sands and gravels interspersed with alluvium, lake alluvium and peat. The extent of the various deposits travelling north to south is shown in Figures 12.8 to Appendix 12C provides a summary of stratigraphy encountered in the main ground investigation. New Buildings to South of Strabane Glacial tills make up the principal deposits between New Buildings and the northern margins of the Burn Dennet Valley, other than at Gortmonly Hill and in the vicinity of Bready, where the bedrock is at or close to the surface Between the Burn Dennet Valley and Strabane there are extensive areas of alluvium associated with the wide floodplain of the River Foyle and narrow margins of alluvium associated with the Burn Dennet and a second east-west flowing tributary of the River Foyle, the Glenmornan River. There are extensive areas of glacio-fluvial sands and gravels which border the alluvium along the two tributaries and form a narrow margin between the alluvium and the north western foothills to the Sperrins. This extends south of Ballymagorry as far as the River Mourne in Strabane Located within the wide floodplain of the River Foyle, there are two areas of lowland raised peat bog west of Leckpatrick and Cloghcor. McKean s Moss is the largest of these. There are also islands of glacial till west of Ballymagorry which define localised gently elevated areas within the floodplain. Mouchel
7 Where the Proposed Scheme passes to the west of Strabane, the floodplain and its associated alluvium is narrow along the banks of the Finn River and there is a band of hummocky glacial moraine which marks a transition from alluvium to glacial till. Strabane to South of Omagh Glacial tills constitute the principal deposits between Strabane and the northern margins of the Derg River. There are localised deposits of lake alluvium and raised peat bog. There are also hummocky glacial moraines along the Liscreevaghan Burn west of Victoria Bridge and on the northern margins of the Derg Valley As the route crosses the Derg Valley areas of glacio-fluvial sands and gravels frame a narrow margin of alluvium associated with the banks and channel of the river Beyond the Derg Valley, and as far as the contained Strule Valley as it emerges south of Bessy Bell, deposits of hummocky glacial moraine are virtually continuous. The moraines at Deer Park, west of Newtownstewart, form part of the Foyle Valley Glacial Complexes. There are narrow bands of alluvium associated with the Coolaghy Burn and of glacial till associated with small watercourses descending the western slopes of Bessy Bell. These form brief breaks in the moraines Within the drumlin landscape between Bessy Bell and Omagh an initial expanse of glacial till gives way to a complex mosaic of deposits south of Mountjoy. These include: the designated Tully Bog ASSI and pockets of fen type peat in inter-drumlin areas; glacio-fluvial sands and gravels associated with the Fairy Water and the River Strule; glacial stony clay tills forming drumlin hills; areas of alluvium associated with the confluence of the River Strule and the Fairy Water at Poe Bridge; and lake alluvium to the south of Mountjoy There are also a number of areas of shallow cover where bedrock is close to the surface. South of Omagh to Aughnacloy As the Proposed Scheme corridor curves west and south of Omagh towards Doogary, the principal drift deposits comprise glacial till in the form of drumlins of stoney clay other than for an area where the rock is close to the surface to the south west of Omagh and alluvium defines the banks and channel of the Drumragh River Extensive areas of lowland raised peat bog in the vicinity of Doogary give way to a sequence of glacial till and areas where rock is close to the surface. This extends to Gortaclare / Moylagh, where the rock remains generally close to the surface as far as the crest of the Brougher (Slievemore) ridgeline. There are areas of alluvium associated with the Routing Burn and local watercourses and a locally large pocket of peat located south of Newtownsaville. Mouchel
8 As the Proposed Scheme crosses the Brougher ridgeline, the Kilgreen deglacial sand and gravel complexes extend between Tullanafoile Hill and Birneys Hill / Tycanny Hill. Descending from the ridge and crossing the Clogher Valley there is a complex arrangement of glacial tills (which are typically formed into tightly packed oval shaped drumlins), alluvium associated with watercourses and areas where bedrock is close to the surface South of Ballygawley the Proposed Scheme corridor crosses a regularly changing sequence of glacial tills associated with drumlins and areas where rock is close to the surface. These are interspersed with deposits of alluvium and sands and gravels in the vicinity of the main watercourses (which include the River Blackwater and the Ballygawley Water) and alluvium deposits and peat accumulations in inter-drumlin areas. Topsoils The principal surface soils comprise: surface water gleys with some brown earths and peat podzols on gravel north of Strabane; brown earths and gleys in the immediate vicinity of Strabane; brown earth and gleys between Strabane and Omagh - gleys are more prevalent in the south; large areas of brown podzolics at Newtownstewart and in the upland areas north of Errigal; gleys south of Omagh; and peat in the Doogary area, south of Newtownsaville and more minor areas in inter drumlin areas, particularly to the south of Mountjoy. Potentially contaminated / brownfield sites Potentially contaminated sites which have been considered during the assessment are shown in Figures 12.1 to 12.6 and are scheduled in Table 12.1 Table 12.1 Potentially Contaminated Sites Ref No. Type Location Figure Reference 1 Petrol Filling Station New Buildings Corn Mills Magheramason Infilled Mill Pond Grange Road Backfilled Quarry Sollus Hill Disused Quarry Sollus Hill Infilled Brick Field Route to Leckpatrick Great Northern Railway Line, Including Mainline New Buildings to South of Omagh 12.1 Mouchel
9 Ref No. 8 Type Two Infilled Refuse Tips Location North Strabane, east of Park Road Figure Reference Infilled Canal and Tow Path North Strabane Disused Railway Station, Sidings and Engine House North Strabane, south of Park Road Area of Waste Deposition Adjacent Urney Road Flooded Limestone Quarry East of Carricklee Hill Petrol Station Lifford Road Backfilled Quarry West of Sion Mills Active Quarries Urbalreagh Active Quarries Deer Park Former Route of Great Northern Railway South of Rash Road 1.5 km to Todds Road Disused Nestle Factory Poe Bridge Back Filled Gravel Pit Moylagh Road Junction Back Filled Gravel Pit and Brick Kiln Greenmount Road Made Ground South of Newtownsaville Back Filled Quarries and Gravel Pits Tullyvar Landfill Clogher Valley and Aughnacloy Clogher Valley and Aughnacloy Reclaimed Landfill Aughnacloy Back Filled Quarries West of Old Chapel Road Clogher Valley Railway Follows Clogher Valley through Aughnacloy 12.6 Human health risk Samples from brownfield sites where they lie beneath the footprint of the Proposed Scheme were analysed in the ground investigation to determine chemical conditions. Very few concentrations of concern were identified. Occasional elevated chemical elements and compounds were found in these brownfield areas, with respect to longterm human health. Long term human health risks associated with ph (acidic), lead, carbazole and total petroleum hydrocarbons (C 12 -C 16 ) where identified in locations positioned between New Buildings and Strabane. ph (acidic & alkaline) exceedances were respectively identified at two locations positioned between Strabane and Omagh. No exceedances with respect to long term human health were identified in locations positioned between Omagh and Aughnacloy Samples were analysed as part of the additional ground investigation works completed by the contractors between New Buildings and Strabane, and Omagh and Aughnacloy. Mouchel
10 Long term risks associated with ph were identified at a number of locations, in addition to two exceedances of C 12 -C 16. Asbestos was identified within two made ground samples at one location between Omagh and Aughnacloy. No additional sampling was undertaken between Strabane and Omagh Short term human health risks associated with ph (acidic), nickel, cadmium, copper, zinc and arsenic were identified in brownfield sites positioned between New Buildings and Strabane. A single ph (alkaline) exceedance was identified between Strabane and Omagh. A single sulphide exceedance was identified in one location between Omagh and Aughnacloy. All exceedances were identified in brownfield sites Samples were analysed as part of the additional ground investigation works completed by the contractors between New Buildings and Strabane and Omagh and Aughnacloy. Short term risks associated with nickel were identified in made ground and natural ground at several locations between New Building and Strabane and Omagh and Aughnacloy. In addition asbestos identified at one location between Omagh and Aughnacloy. No additional sampling was undertaken between Strabane and Omagh The background sampling of the greenfield sites established the unexpected presence of Polychlorinated biphenyls (PCBs) within natural ground at four locations, between New Buildings and Strabane. They occurred at depths of between 0.4 and 2.3mbgl indicating they cannot be attributed to aerial deposition. They are, however, at concentrations below the applied screening values and are not considered to be a risk to human health Occasional elevated concentrations of arsenic, nickel and boron in addition to ph with respect to short term human health risk, were identified in samples taken from greenfield sites during the site investigations undertaken along the entire route. There is no information available regarding expected background levels of these determinands in Northern Ireland. It has not been possible, therefore, to establish if the identified level is due to background conditions. However the Geological Society of Northern Ireland mapping indicates several mineral veins in the Sperrins Nappe strata and these are commonly associated with naturally enriched arsenic in soils. Environmental Quality Standard aquatic environment A number of samples from brownfield areas distributed throughout the proposed route corridor also exceeded Environmental Quality Standard (EQS) screening values for risk to the aquatic environment. Elevated concentrations of chromium, copper, selenium, zinc, cadmium, nickel, naphthalene, ammonia as N and ph were identified at a number of locations between New Buildings and Strabane. Elevated concentrations of cadmium, copper, zinc, lead, mercury, selenium, ammonia as N, poly aromatic hydrocarbons and aliphatic hydrocarbons where identified in a number of locations between Strabane and Omagh. Elevated concentrations of copper, lead, zinc and selenium were identified at a number of locations between Omagh and Aughnacloy A number of samples from the greenfield areas along the entire proposed route corridor also exceeded EQS screening values for risk to the aquatic environment. Elevated concentrations of chromium, copper, selenium, zinc, cadmium, nickel and ammonia as N in addition to ph were identified at a number of locations positioned between New Mouchel
11 Buildings and Strabane. Elevated concentrations of cadmium, copper, nickel, zinc, lead, mercury, selenium, ammonia as N in addition to ph, where identified in a number of locations positioned between Strabane and Omagh. Elevated concentrations of chromium, copper, lead, zinc mercury, selenium and phosphorus were identified at a number of locations positioned between Omagh and Aughnacloy A number of samples, analysed as part of the of the additional ground investigation works completed by the contractors between New Buildings and Strabane and Omagh and Aughnacloy, exceeded the EQS screening values for risk to the aquatic environment. Occasional elevated concentrations of cadmium, chromium, lead, copper, selenium, zinc, ammoniacal nitrogen, phenols, pyrene, nitrite and mercury were identified in made ground and natural ground at a number of locations. No additional sampling was undertaken between Strabane and Omagh. Phytotoxicity A number of samples from the brownfield areas exceeded the screening applied values for phytotoxicity. With the exception of ph (alkaline) identified at one location between Strabane and Omagh, all remaining exceedances, including arsenic, molybdenum, nickel, zinc, lead, copper cadmium and ph were identified between New Buildings and Strabane. No exceedances were identified between Omagh and Aughnacloy Samples of greenfield sites were also tested to determine the background chemical concentrations with regard to phytotoxicity. Occasional elevated concentrations of boron, nickel in addition to ph (acidic & alkali) were identified at a limited number of locations positioned between New Buildings and Strabane. Occasional elevated concentrations of arsenic, zinc and boron in addition to ph (acidic & alkali) where identified at a limited number of locations positioned between Strabane and Omagh. Occasional elevated concentrations of boron and nickel in addition to ph (acidic) were identified at a limited number of locations positioned between Omagh and Aughnacloy Samples were analysed as part of the of the additional ground investigation works completed by the contractors between New Buildings and Strabane and Omagh and Aughnacloy. Phytotoxic risk associated with ph (acidic) were identified at several locations between New Buildings and Strabane, in addition to a single copper exceedance. No exceedances were identified between Omagh and Aughnacloy. No additional sampling was undertaken between Strabane and Omagh. Other testing Samples primarily related to areas of overlying peat were found to be naturally highly acidic. Samples of peat taken between Strabane and Aughnacloy also contained phytotoxic concentrations of arsenic (two samples), boron and a number of acidic occurrences Levels of ammonia and ammonium within soils sampled throughout the Proposed Scheme corridor were found to be consistent with agriculture regimes with moderate to high fertilizer inputs. Mouchel
12 12.6 Predicted impacts Statutory and non-statutory designated sites There would be no direct impact on McKean s Moss (1 & 2) ASSIs. The designated site is located 125m to the west of the Proposed Scheme, which would be aligned some 5m above the existing level of the moss. The road would be located on sands and gravels outside of the peat deposits or the river alluvium surrounding the moss such that there would be negligible risk of the construction of the road having an effect on the soils of, or the hydrological regime that currently supports the designated site There would be no direct impact on Tully Bog SAC/ASSI. The designated site is located a minimum of 110m to the west of the Proposed Scheme, which would be aligned a minimum of 4m above the existing level of the bog. The road would not cross any outliers of the peat associated with the bog. In this instance the bog is primarily supported by rainwater The Proposed Scheme is aligned across or on the fringe of the following areas of deglacial deposits included in the national schedule of ESCRS: the Foyle Valley Complex at Artigarven, near the Derg River, at Deer Park near Newtownstewart and in the Strule Valley south of Newtownstewart; and the Clogher Valley Complex south of Newtownsaville Where this occurs, there would be a direct impact on the integrity of the geological formation, by virtue of the earthworks required to form the road. In all instances, the affected areas are small in the context of the defined area of interest. There may however be the opportunity for geological logging in these locations subject to the nature of the deposits and construction methodology Taking into account the extent of the impact, the effect on the integrity of the areas would be low. Potentially contaminated sites The assessment has demonstrated that construction of the Proposed Scheme is likely to involve the disturbance of some 26 potentially contaminated sites. Results to date suggest that elevated concentrations of contaminants are concentrated in the known brownfield areas around Strabane. Disturbance of these could potentially pose a risk to human health if the appropriate mitigation is not undertaken. Potential consequential impacts related to sensitive water related and nature conservation receptors are addressed in Chapter 11 (Ecology & Nature Conservation) and Chapter 16 (Road Drainage and the Water Environment). The contaminated land results are discussed in Appendix 12D Background testing in the greenfield areas has indicated there are occasional random naturally elevated concentrations of arsenic, nickel and boron in addition to ph which Mouchel
13 could be a potential short term human health risk to construction staff. In addition asbestos was identified at one location between Omagh and Aughnacloy Where there are elevated levels of ammonia and ammonium, potential risks to nearby aquatic environments or sensitive terrestrial habitats are described in Chapter 11 and Chapter In relation to the potential for soils to support proposed planting, there would be a low risk to plant growth associated with areas of high acidity, elevated ammonium levels and/or phytotoxic determinands (copper, boron, nickel, zinc) Proposed mitigation In relation to the identified brownfield sites adjacent to and underlying the Proposed Scheme, more detailed investigations and sampling would be undertaken by the contractor in advance of construction commencing. This would enable the nature and extent of contaminants to be determined. A qualitative risk assessment would be undertaken to determine whether the associated risk is acceptable and no further remedial action is required. However, if treatment is necessary, then further testing and quantitative risk assessment would allow method statements to be prepared detailing handling, removal and disposal measures to ensure that site staff and the public are not exposed to risk. Where this involves removal of materials, the resultant material would be disposed of to a suitably licensed facility in accordance with the Duty of Care provisions under the Waste & Contaminated Land Order Where there are high levels of background acidity and phytotoxic determinands in the soils, adoption of seed mixes and species that have developed natural tolerance to these chemicals would ensure that adverse effects on planting are mitigated Conclusions and effects The assessment has demonstrated that there would be no significant impacts on geology and soils. It has highlighted the presence of a small number of contaminated sites and land and identified an appropriate process for further investigation and the development of appropriate method statements to ensure the handling, removal and disposal of such material would not pose a risk to site staff or members of the public. Mouchel
When Creek Meets Valley Wall: Prioritizing Erosion Mitigation alongside the Oshawa Landfill
1 When Creek Meets Valley Wall: Prioritizing Erosion Mitigation alongside the Oshawa Landfill Robin McKillop 1, Dan McParland 1 & Cassie Scobie 2 TRIECA conference March 22-23, 2017 1 Palmer Environmental
More informationMitford Estate, Morpeth. Phase I Geo-Environmental Assessment. For. Mitford Estates LLP
Mitford Estate, Morpeth Phase I Geo-Environmental Assessment For Mitford Estates LLP Report Ref Issue Prepared by Date Reviewed by Date 12632 1 A Hampson Feb 15 A Coverdale Feb 15 Client Mitford Estates
More informationGeology of Ireland. Topography of Ireland. Irish topography. Solid Geology. The Impact of Geology on some National Road Schemes.
The Impact of Geology on some National Road Schemes IGI Conference, Dublin Castle Dr Eric R Farrell Department of Civil, Structural and Environmental Engineering, Dublin University, Trinity College Geology
More informationThe Soils and Land Capability for Agriculture. Land North of Aberdeen, Aberdeenshire
The Soils and Land Capability for Agriculture Of Land North of Aberdeen, Aberdeenshire Report prepared for Peter Radmall Associates May 2012 Reading Agricultural Consultants Ltd Beechwood Court, Long Toll,
More informationBELFAST SEWERS PROJECT
BELFAST SEWERS PROJECT Adam Green - Atkins Tunnelling Scheme Overview New stormwater interceptor Tunnel Scheme within Belfast City Centre to alleviate flooding and divert storm water flows from existing
More informationGeotechnical Engineering and Resilience
Chapter 14 Part G VOLUME 2 Geotechnical Engineering and Resilience Page 192 Overview Key geotechnical aspects of the Project include: Cut slopes in dune sand, including erodibility and erosion protection;
More informationMichigan s Geology and Groundwater
Michigan s Geology and Groundwater Ralph J. Haefner Deputy Director U.S. Geological Survey Michigan-Ohio Water Science Center Lansing, Michigan Outline About the USGS Geology 101 Michigan s geology Bedrock
More informationb Blackwell Science Environmental Geology PRINCIPLES AND PRACTICE
Environmental Geology PRINCIPLES AND PRACTICE Fred G. Bell Department of Geology and Applied Geology University of Natal, Durban, South Africa b Blackwell Science Preface, ix 1 Introduction, 1 1.1 Planning
More information3.12 Geology and Topography Affected Environment
3 Affected Environment and Environmental Consequences 3.12 Geology and Topography 3.12.1 Affected Environment 3.12.1.1 Earthquakes Sterling Highway MP 45 60 Project Draft SEIS The Kenai Peninsula is predisposed
More informationJune 9, R. D. Cook, P.Eng. Soils Engineer Special Services Western Region PUBLIC WORKS CANADA WESTERN REGION REPORT ON
PUBLIC WORKS CANADA WESTERN REGION REPORT ON GEOTECHNICAL INVESTIGATION PROPOSED MARTIN RIVER BRIDGE MILE 306.7 MACKENZIE HIGHWAY Submitted by : R. D. Cook, P.Eng. Soils Engineer Special Services Western
More information3.0 GEOLOGY AND HYDROGEOLOGY
3.0 GEOLOGY AND HYDROGEOLOGY 3.1 Methodology The Geological Survey of Ireland (GSI) publication Geology of South Cork was consulted to establish the nature of the bedrock lithology and Quaternary sediments.
More informationProposed Cemetery Thornhill Road. Tier One Hydrogeological Risk Assessment. Peter Mitchell Associates
Proposed Cemetery Thornhill Road Tier One Hydrogeological Risk Assessment Peter Mitchell Associates January 2015 Executive Summary This report uses a desk-based risk assessment technique published by the
More informationDocument Reference: /2014
Ground and Environmental Services Limited Unit Montpelier Business Park Dencora Way Ashford Kent TN3 4FG 0133 437 Riverpark Gardens Bromley Kent Phase 1 Contamination Risk Assessment On behalf of Abstruct
More informationAGENDA ITEM 6 APPENDIX /0151/DET GROUND WATER & SURFACE WATER MANAGEMENT PLAN
CAIRNGORMS NATIONAL PARK AUTHORITY Planning Committee Agenda Item 6 Appendix 18 12/10/2018 AGENDA ITEM 6 APPENDIX 18 2018/0151/DET GROUND WATER & SURFACE WATER MANAGEMENT PLAN Dalwhinnie Quarry Ground
More informationLower Mainland Surficial Geology From Wisconsin Ice Age to Protocol 21
Lower Mainland Surficial Geology From Wisconsin Ice Age to Protocol 21 BCEIA BEST Conference 2018 Whistler, BC Kalina Malowany and Virginie Brunetaud Presentation Outline 1. Surficial Geology it s more
More informationOpportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin
Opportunities to Improve Ecological Functions of Floodplains and Reduce Flood Risk along Major Rivers in the Puget Sound Basin Christopher Konrad, US Geological Survey Tim Beechie, NOAA Fisheries Managing
More informationNew mapping of natural and manmade radioactivity
New mapping of natural and manmade radioactivity Cathy Scheib and Dave Jones Acknowledgements: Tellus and JAC teams; Don Appleton (BGS); Jon Miles & Martyn Green (HPA); Robert Lamour (EHSNI); David Sanderson
More informationYour web browser (Safari 7) is out of date. For more security, comfort and the best experience on this site: Update your browser Ignore
Your web browser (Safari 7) is out of date. For more security, comfort and the best experience on this site: Update your browser Ignore BEDRO CK For the complete encyclopedic entry with media resources,
More informationBig Rivers Electric Corporation Disposal of Coal Combustion Residuals (CCR) from Electric Utilities Final Rule CCR Impoundment Liner Assessment Report
Big Rivers Electric Corporation Disposal of Coal Combustion Residuals (CCR) from Electric Utilities Final Rule CCR Impoundment Liner Assessment Report CCR Surface Impoundment Information Name: Operator:
More information3.2.2 Ecological units of the Des Quinze lake proposed biodiversity reserve
3.2.2 Ecological units of the proposed biodiversity reserve An intact forest mass The proposed biodiversity reserve (see appendix 3) protects terrestrial environments almost exclusively. Proximity of Des
More informationChapter 2. Wearing Down Landforms: Rivers and Ice. Physical Weathering
Chapter 2 Wearing Down Landforms: Rivers and Ice Physical Weathering Weathering vs. Erosion Weathering is the breakdown of rock and minerals. Erosion is a two fold process that starts with 1) breakdown
More informationMap 4: Cowal Peninsula: Cluniter to Ardyne Point Map Content Descriptions
Map 4: Cowal Peninsula: Cluniter to Ardyne Point Map Content Descriptions 1. Built Heritage and Archaeology A total of twenty four sites were recorded in the area covered by Map 4. Of these six were previously
More information,Baynes Lake. TO...?&.?...A 2...KO.?'!!&... Sr. *logical Engineer
> i evernment OF BRITISH COLUMBIA a TO...?&.?...A 2....KO.?'!!&... Sr. *logical Engineer... Grou,,water. Section Hydrology Division Wat.er... In~.~s.tiga.ti.On.s..Branck.... 5 u BJECT...C;.roun.dw.ater...Snve
More informationSTATEMENT OF EVIDENCE OF SHANE LANDER (GEOTECHNICAL - QD2) ON BEHALF OF MURPHYS DEVELOPMENTS LIMITED
IN THE MATTER of the Housing Accords and Special Housing Areas Act 2013 ("HASHAA") AND IN THE MATTER of Proposed Qualifying Development Application ("QD2") for 125 Murphys Road, Flat Bush BETWEEN Murphys
More informationGIS data classes used within the November 2013 Environmental Statement Engineering Maps
LWM-HS2-EN-DAT-000-000001 P01 22 January 2014 GIS data classes used within the November 2013 Environmental Statement Engineering Maps Document No.:LWM-HS2-EN-DAT-000-000001 Revision Author Checked by Approved
More informationWeathering, Erosion, Deposition
Weathering, Erosion, Deposition The breakdown of rocks at or near the Earth s Surface. Physical Chemical - The breakdown of rock into smaller pieces without chemical change. - Dominant in moist /cold conditions
More informationAPPENDIX 13D NOISE MONITORING SURVEY RESULTS
APPENDIX 13D NOISE MONITORING SURVEY RESULTS Table 13D.1 Daytime Noise Monitoring Data (1000hrs 1700hrs) Location Description Noise Climate Meteorological M01 Salisbury Crescent, Derry 1.5m above ground,
More informationPage 1. Name:
Name: 1) Which property would best distinguish sediment deposited by a river from sediment deposited by a glacier? thickness of sediment layers age of fossils found in the sediment mineral composition
More informationENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR )
PLATTE RIVER POWER AUTHORITY RAWHIDE ENERGY STATION BOTTOM ASH TRANSFER (BAT) IMPOUNDMENTS LARIMER COUNTY, CO ENGINEER S CERTIFICATION OF FAULT AREA DEMONSTRATION (40 CFR 257.62) FOR COAL COMBUSTION RESIDUALS
More informationSL GEOLOGY AND MINING. Coal bearing strata in the project area are referable primarily to the Allegheny Group of
SL-145-1 GEOLOGY AND MINING Coal bearing strata in the project area are referable primarily to the Allegheny Group of Pennsylvania age. These rocks occur as dissected remnants overlying the ridge-forming
More informationCappog Bridge (PW-3)
Water Framework Directive Groundwater Monitoring Programme Site Information Cappog Bridge (PW-3) ImagePath1: Cappog Bridge\IEGBNI_NB_G_012_18_0 01_A_SiteLocation.jpg Cappog Bridge PW-3 is one of 8 boreholes
More information24.0 Mineral Extraction
Chapter 24 - Mineral Extraction 24.0 Mineral Extraction 24.1 Introduction Apart from gravel, sand, rock, limestone and salt extraction in relatively small quantities mineral extraction is not a strong
More informationpatersongroup Consulting Engineers April 20, 2010 File: PG1887-LET.01R Novatech Engineering Consultants Suite 200, 240 Michael Cowpland Drive
patersongroup April 20, 2010 File: PG1887-LET.01R Novatech Engineering Consultants Suite 200, 240 Michael Cowpland Drive Ottawa, Ontario K2M 1P6 Attention: Mr. Adam Thompson Consulting Engineers 28 Concourse
More informationFluvial Geomorphic Guidelines
Fluvial Geomorphic Guidelines FACT SHEET I: GEOMORPHOLOGICAL HAZARDS CONFINED AND UNCONFINED WATERCOURSES Channel migration and erosion can create substantial risk to inappropriately located infrastructure
More informationName. 4. The diagram below shows a soil profile formed in an area of granite bedrock. Four different soil horizons, A, B, C, and D, are shown.
Name 1. In the cross section of the hill shown below, which rock units are probably most resistant to weathering? 4. The diagram below shows a soil profile formed in an area of granite bedrock. Four different
More informationATTACHMENT A WEAVER BOTTOMS SEDIMENT BASIN MAINTENANCE PROJECT PROJECT REPORT SUMMARY (APRIL 7, 2014)
ATTACHMENT A WEAVER BOTTOMS SEDIMENT BASIN MAINTENANCE PROJECT PROJECT REPORT SUMMARY (APRIL 7, 2014) PRE-PROJECT DREDGE MATERIAL SEDIMENT CORE AND BASELINE CONTAMINANT ANALYSIS PREPARED BY BRAUN INTERTEC
More informationpatersongroup Mineral Aggregate Assessment 3119 Carp Road Ottawa, Ontario Prepared For Mr. Greg LeBlanc March 7, 2014 Report: PH2223-REP.
Geotechnical Engineering Environmental Engineering group Hydrogeology Geological Engineering Archaeological Studies Materials Testing 3119 Carp Road Prepared For Mr. Greg LeBlanc March 7, 2014 Paterson
More informationDistinct landscape features with important biologic, hydrologic, geomorphic, and biogeochemical functions.
1 Distinct landscape features with important biologic, hydrologic, geomorphic, and biogeochemical functions. Have distinguishing characteristics that include low slopes, well drained soils, intermittent
More informationSTRUCTURAL STABILITY ASSESSMENT
STRUCTURAL STABILITY ASSESSMENT CFR 257.73(d) Bottom Ash Pond Complex Cardinal Plant Brilliant, Ohio October, 2016 Prepared for: Cardinal Operating Company Cardinal Plant Brilliant, Ohio Prepared by: Geotechnical
More information3.11 Floodplains Existing Conditions
Other stormwater control practices may be needed to mitigate water quality impacts. In addition to detention facilities, other practices such as vegetated basins/buffers, infiltration basins, and bioswales
More informationGeology and New England Landscapes
Geology and New England Landscapes Jim Turenne, CPSS USDA-NRCS Warwick, RI. http://nesoil.com Why Geology? Provides the big picture of site conditions. Major part of soil formation (parent material and
More information10. GEOTECHNICAL EXPLORATION PROGRAM
Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in
More informationGEOL.3250 Geology for Engineers Glacial Geology
GEOL.3250 Geology for Engineers Glacial Geology NAME Part I: Continental Glaciation Continental glaciers are large ice sheets that cover substantial portions of the land area. In the region of accumulation
More informationFletcher Junction Project Technical Update December 18, 2008
Fletcher Junction Project Technical Update December 18, 2008 Disclaimer Warning! The business of Gold Exploration can be FUN, but it can also be hazardous to your physical, emotional, spiritual and financial
More informationLowland Glaciation North Wales
Lowland Glaciation North Wales Background Although there have been many glaciations and advances in ice, the most significant for this are was the Dimlington Stadial which was a period of glacial advance
More informationTABLE 1 SSFL CHEMICAL SOIL BACKGROUND STUDY DATA QUALITY OBJECTIVES
Problem Statement: Soil chemical concentration data for selected constituents are needed from off-site chemical background reference areas (CBRAs) to establish a regulatory-compliant, publicly-reviewed,
More informationCoastal Environment. Introduction. 4.1 Coastal Environment. Extent of Coastal Environment
4 The primary objective (set out in Chapter 2) to be implemented by this Chapter is Objective 2.4 ; the following objectives are also relevant due to the objectives integrated nature: 2.1 Tāngata whenua
More informationEXTERNAL LAND FORMING PROCESSES
NAME SCHOOL INDEX NUMBER DATE EXTERNAL LAND FORMING PROCESSES WEATHERING 1 1998 Q 7 (a) (i) What is the difference between weathering and mass wasting (ii) List five processes involved in chemical weathering
More informationTECHNICAL SUPPORT DOCUMENT # 1 COMPARATIVE EVALUATION OF ALTERNATIVE SITES APPENDIX TSD#1-H. Design & Operations Component
TECHNICAL SUPPORT DOCUMENT # 1 COMPARATIVE EVALUATION OF ALTERNATIVE SITES APPENDIX TSD#1-H Design & Operations Component February 2013 February 2013 Design & Operations Component Appendix TSD#1-H COMPARATIVE
More informationGroundwater Vulnerability Mapping Eastern Newfoundland Executive Summary
Groundwater Vulnerability Mapping Eastern Newfoundland Executive Summary 123102.00 Executive Summary March 2014 ISO 9001 Registered Company Prepared for: Water Resources Management Division Department
More informationPALEOGEOGRAPHY of NYS. Definitions GEOLOGIC PROCESSES. Faulting. Folding 9/6/2012. TOPOGRAPHIC RELIEF MAP of NYS GRADATIONAL TECTONIC
TOPOGRAPHIC RELIEF MAP of NYS PALEOGEOGRAPHY of NYS Prof. Anthony Grande AFG 2012 Definitions GEOLOGIC PROCESSES Geography: study of people living on the surface of the earth. Geology: the scientific study
More informationBetsy Stevenson and Allison Mohrs (Skagit County Planning and Development Services) Jenny Baker, The Nature Conservancy
TC Fisher Slough Final Design and Permitting Subject: Well Review Memorandum To: From: Betsy Stevenson and Allison Mohrs (Skagit County Planning and Development Services) Jenny Baker, The ature Conservancy
More informationThe River Restoration Centre therrc.co.uk. Understanding Fluvial Processes: supporting River Restoration. Dr Jenny Mant
The River Restoration Centre therrc.co.uk Understanding Fluvial Processes: supporting River Restoration Dr Jenny Mant Jenny@therrc.co.uk Understanding your catchment Hydrology Energy associated with the
More informationEvaluation/Monitoring Report No. 152
Evaluation/Monitoring Report No. 152 150m west of 7 Portmore Rd. Portmore Lower Ballinderry County Antrim LICENCE NO.: AE/07/241 David McIlreavy 1 Site Specific Information Site Name Townland County :
More informationDefining the Limit of Regulated Areas. C.1 Defining the River or Stream Flood Hazard 138. C.2 Defining the River or Stream Erosion Hazard 139
C.1 Defining the River or Stream Flood Hazard 138 C.2 Defining the River or Stream Erosion Hazard 139 C.3 Defining Watercourses 141 C.4 Defining the Lake Ontario Shoreline Flood, Erosion and Dynamic Beach
More informationMineral Resources
Sacramento Local Agency Formation Commission Mineral Resources 3.11 - Mineral Resources 3.11.1 - Introduction This section describes and evaluates potential environmental impacts to mineral resources resulting
More informationGeological Models for Infrastructure Design:
Geological Models for Infrastructure Design: Reducing Geotechnical Risk and Supporting Sustainability Alan Keith Turner Emeritus Professor of Geological Engineering CSM Visiting Research Associate - British
More informationRedgrave Pinsent Rowing Lake, Caversham Lakes, Henley Road, Caversham, Oxfordshire
Redgrave Pinsent Rowing Lake, Caversham Lakes, Henley Road, Caversham, Oxfordshire An Archaeological Evaluation: Phase 2 for Mott McDonald Ltd by Sarah Coles and Sian Anthony Thames Valley Archaeological
More informationPage 1. Name:
Name: 1) Which event is the best example of erosion? dissolving of rock particles on a limestone gravestone by acid rain breaking apart of shale as a result of water freezing in a crack rolling of a pebble
More informationFlood Map. National Dataset User Guide
Flood Map National Dataset User Guide Version 1.1.5 20 th April 2006 Copyright Environment Agency 1 Contents 1.0 Record of amendment... 3 2.0 Introduction... 4 2.1 Description of the Flood Map datasets...4
More informationMap 12: Ayrshire Coast: Doonfoot Beach to Dunure Map Content Descriptions
Map 12: Ayrshire Coast: Doonfoot Beach to Dunure Map Content Descriptions 1. Built Heritage and Archaeology A total of twenty three sites were located in the area covered by Map 12. Of these seventeen
More informationPolyMet NorthMet Project
RS 26 Draft-01 December 8, 2005 RS26 Partridge River Level 1 Rosgen Geomorphic Survey Rosgen Classification Partridge River from Headwaters to Colby Lake Prepared for PolyMet NorthMet Project December
More information2 Aggregates in Indiana
2 Aggregates in Indiana Origin of Aggregates Gravel and Natural Sands Crushed Stone Slag Distribution of Aggregates Glacial Deposits Bedrock Deposits Aggregate Types Natural Aggregates Artificial Aggregates
More informationMaggie Payne Jim Turenne
Maggie Payne Jim Turenne USDA-NRCS 60 Quaker Lane, Suite 46 Warwick, RI. 02886 401-822-8832 maggie.payne@ri.usda.gov U.S. Department of Agriculture 1935: Soil Conservation Service (SCS) Natural Resources
More informationDunkerrin - Guilfoyles Well
Water Framework Directive Groundwater Monitoring Programme Site Information Dunkerrin - Guilfoyles Well ImagePath1: Dunkerrin - Guilfoyles Well\IE_SH_G_19_005_a_Pump House_(800_x_600).jpg Dunkerrin/ Guilfoyles
More informationSoil Sampling Results Former Truck Maintenance Garage
Soil Sampling Results Former Truck Maintenance Garage Maine Yankee Decommissioning Project Corrective Measures Study May 2004 Prepared for: Maine Yankee 321 Old Ferry Road, Bailey Point Wiscasset, ME 04578
More informationThe elevations on the interior plateau generally vary between 300 and 650 meters with
11 2. HYDROLOGICAL SETTING 2.1 Physical Features and Relief Labrador is bounded in the east by the Labrador Sea (Atlantic Ocean), in the west by the watershed divide, and in the south, for the most part,
More informationQuantification of Contaminated Materials on the East Tip Head and former Steelworks Site at Haulbowline, Ringaskiddy, Co Cork.
Quantification of Contaminated Materials on the East Tip Head and former Steelworks Site at Haulbowline, Ringaskiddy, Co Cork. Interim Report 2 nd July 2008 Main St, Ballyporeen, Co Tipperary, Tel 062
More informationNOA ASSESSMENT HARRIS QUARRY MENDOCINO COUNTY, CALIFORNIA TABLE OF CONTENTS
NOA ASSESSMENT HARRIS QUARRY MENDOCINO COUNTY, CALIFORNIA TABLE OF CONTENTS Introduction... 1 Scope of Services... 1 Project Location and Description... 1 Geologic Setting... 1 Regional Geology... 1 Site
More informationSource Protection Zones. National Dataset User Guide
Source Protection Zones National Dataset User Guide Version 1.1.4 20 th Jan 2006 1 Contents 1.0 Record of amendment...3 2.0 Introduction...4 2.1 Description of the SPZ dataset...4 2.1.1 Definition of the
More informationFertilisers (Subsidiary Hazard) Group Standard HSR002571
Fertilisers (Subsidiary Hazard) Group Standard 2017 - HSR002571 GROUP STANDARD UNDER THE HAZARDOUS SUBSTANCES AND NEW ORGANISMS ACT 1996 Fertilisers (Subsidiary Hazard) Group Standard 2017 Pursuant to
More informationAn Introduction to Field Explorations for Foundations
An Introduction to Field Explorations for Foundations J. Paul Guyer, P.E., R.A. Paul Guyer is a registered mechanical engineer, civil engineer, fire protection engineer and architect with over 35 years
More informationHISTORY OF CONSTRUCTION FOR EXISTING CCR SURFACE IMPOUNDMENT PLANT GADSDEN ASH POND 40 CFR (c)(1)(i)-(xii)
HISTORY OF CONSTRUCTION FOR EXISTING CCR SURFACE IMPOUNDMENT PLANT GADSDEN ASH POND 40 CFR 257.73(c)(1)(i)-(xii) (i) Site Name and Ownership Information: Site Name: Site Location: Site Address: Gadsden
More informationJim Turenne. Soils on Social Media
Jim Turenne USDA-NRCS 60 Quaker Lane, Suite 46 Warwick, RI. 02886 401-822-8832 Jim.turenne@ri.usda.gov Soils on Social Media www.twitter.com/soilsne www.fb.com/soilsne www.nesoil.com U.S. Department of
More informationLab 7: Sedimentary Structures
Name: Lab 7: Sedimentary Structures Sedimentary rocks account for a negligibly small fraction of Earth s mass, yet they are commonly encountered because the processes that form them are ubiquitous in the
More informationGeology, Soils, and Seismicity
Section 3.8 Geology, Soils, and Seismicity Introduction This section generally evaluates the effects of the alternatives analyzed in this Supplemental DEIS with regard to geology, soils and seismicity.
More informationSTATEMENT OF PHYSICAL CHARACTERISTICS REPORT FOR WELLINGTON, HEREFORD AND WORCESTER MINERALS LOCAL PLAN
STATEMENT OF PHYSICAL CHARACTERISTICS REPORT FOR WELLINGTON, HEREFORD AND WORCESTER MINERALS LOCAL PLAN M J Wood ADAS Ref: 25/RPT/0039 Resource Planning Team Job No: 164/94 ADAS Statutory Group MAFF Ref:
More informationName: Which rock layers appear to be most resistant to weathering? A) A, C, and E B) B and D
Name: 1) The formation of soil is primarily the result of A) stream deposition and runoff B) precipitation and wind erosion C) stream erosion and mass movement D) weathering and biological activity 2)
More information16 AUGUST (Monday) Glacial Sediment
Presented By: U.S. Army Corps of Engineers, Detroit District Great Lakes Hydraulics and Hydrology Office With Support from the Great Lakes Commission 16 AUGUST (Monday) Glacial Sediment 9:00 9:30 Introduction
More informationDescription DESCRIPTION
DESCRIPTION The location of the Upper James Watershed is located in northeastern South Dakota as well as southeastern North Dakota. It includes the following counties located in North Dakota Barnes, Dickey,
More informationLandscape evolution. An Anthropic landscape is the landscape modified by humans for their activities and life
Landforms Landscape evolution A Natural landscape is the original landscape that exists before it is acted upon by human culture. An Anthropic landscape is the landscape modified by humans for their activities
More information14 Geotechnical Hazards
Volume 2: Assessment of Environmental Effects 296 14 Geotechnical Hazards Overview This Chapter provides an assessment of the underlying geotechnical conditions to identify: any potential liquefaction
More informationName: Mid-Year Review #2 SAR
Name: Mid-Year Review #2 SAR Base your answers to questions 1 through 3 on on the diagram below, which shows laboratory materials used for an investigation of the effects of sediment size on permeability,
More informationSOIL INFORMATION FOR PUMPED WATER STORAGE SCHEME, STEELPOORT VALLEY
REPORT On contract research for Bohlweki Environmental SOIL INFORMATION FOR PUMPED WATER STORAGE SCHEME, STEELPOORT VALLEY February 2007 By D.G. Paterson ARC-Institute for Soil, Climate and Water, Private
More informationGuidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon
Guidelines for Site-Specific Seismic Hazard Reports for Essential and Hazardous Facilities and Major and Special-Occupancy Structures in Oregon By the Oregon Board of Geologist Examiners and the Oregon
More informationCJ AREA MAPPED IN 1978 FOR QUATERNARY GEOLOGY ~ AREA MAPPED IN FOR QUATERNARY GEOLOGY. I I I j I I I -44-
-44- ~. ~/
More informationDESIGN-PHASE GEOLOGIC FRAMEWORK MODELING FOR LARGE CONSTRUCTION PROJECTS
DESIGN-PHASE GEOLOGIC FRAMEWORK MODELING FOR LARGE CONSTRUCTION PROJECTS Christine Vilardi, P.G., C.G.W.P. (vilardcl@stvinc.com, STV Inc., New York, New York) and Todd Kincaid, Ph.D. (Hazlett-Kincaid,
More informationThank you to all of our 2015 sponsors: Media Partner
Thank you to all of our 2015 sponsors: Media Partner Fluvial System Concepts and Their Application in Greenfield Stream Corridor Realignment Dr. Paul Villard, P.Geo. GEO Morphix Ltd. Overview Major realignment
More informationWaterbury Dam Disturbance Mike Fitzgerald Devin Rowland
Waterbury Dam Disturbance Mike Fitzgerald Devin Rowland Abstract The Waterbury Dam was completed in October 1938 as a method of flood control in the Winooski Valley. The construction began in April1935
More informationPage 1 of 9 Name: Base your answer to the question on the diagram below. The arrows show the direction in which sediment is being transported along the shoreline. A barrier beach has formed, creating a
More informationApplication #: TEXT
TOWN OF FORT MYERS BEACH 2008 PROPOSED COMPREHENSIVE PLAN AMENDMENTS Application #: 2008-13-TEXT Description: Modify the Coastal Management and Future Land Use Elements to reflect the state s new definition
More informationArchaeological Evaluation of Land off Hubbards Lane, Boughton Monchelsea, Kent
Archaeological Evaluation of Land off Hubbards Lane, Boughton Monchelsea, Kent NGR: 576190 151300 Site Code: HUB/EV/16 (Planning Application: 16/500014/OUT/MA) SWAT Archaeology The Office, School Farm
More informationGeneral Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone
General Geologic Setting and Seismicity of the FHWA Project Site in the New Madrid Seismic Zone David Hoffman University of Missouri Rolla Natural Hazards Mitigation Institute Civil, Architectural & Environmental
More information1. The map below shows a meandering river. A A' is the location of a cross section. The arrows show the direction of the river flow.
1. The map below shows a meandering river. A A' is the location of a cross section. The arrows show the direction of the river flow. Which cross section best represents the shape of the river bottom at
More information3. GEOLOGY. 3.1 Introduction. 3.2 Results and Discussion Regional Geology Surficial Geology Mine Study Area
3. GEOLOGY 3.1 Introduction This chapter discusses the baseline study of the geology and mineralization characteristics of the mine study area. The study consolidates existing geological data and exploration
More informationGeophysical Survey. Ballymount Co. Dublin. Licence Ref. 02R029. By John Nicholls Margaret Gowen & Co. Ltd. For LRT
Geophysical Survey Ballymount Co. Dublin Licence Ref. 02R029 By John Nicholls Margaret Gowen & Co. Ltd. For LRT 4 th April 2002 Illustrations List of Figures Figure 1 Site Location 1: 50000 Figure 2 Survey
More informationDrift Filled Hollows Examples from Crossrail. John Davis Crossrail Chief Engineer s Group
Drift Filled Hollows Examples from Crossrail John Davis Crossrail Chief Engineer s Group The Crossrail route in Central London Crossrail route with the northern Thames Tributaries & some major geological
More informationThey include earthquakes, volcanic eruptions, floods, landslides, and other processes and occurrences. They are included in the broader concept of.
They include earthquakes, volcanic eruptions, floods, landslides, and other processes and occurrences. They are included in the broader concept of. In general, natural processes are labeled hazardous only
More informationUNIT 4: Earth Science Chapter 21: Earth s Changing Surface (pages )
CORNELL NOTES Directions: You must create a minimum of 5 questions in this column per page (average). Use these to study your notes and prepare for tests and quizzes. Notes will be turned in to your teacher
More informationNatural hazards in Glenorchy Summary Report May 2010
Natural hazards in Glenorchy Summary Report May 2010 Contents Glenorchy s hazardscape Environment setting Flood hazard Earthquakes and seismic hazards Hazards Mass movement Summary Glossary Introduction
More information