Sections B.3.3 and C.3.3 and D.3.3 refer to the mitigation of potential adverse environmental effects. This Appendix provides examples of possible site specific situations and the measures which might be taken to mitigate the effects identified.
This list is illustrative only and the proponent must address specific effects during the planning and design process, and document these effects and the appropriate mitigating measures.
With any potential adverse environmental effects, the objectives are to avoid, prevent or minimize impacts.
Reference to the Provincial Policy Statement issued under the Ontario Planning Act and associated reference manuals, would also be useful.
Effect |
Mitigating Measures |
Application Where/When |
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SURFACE DRAINAGE SYSTEM |
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Sedimentation and turbidity of adjacent water bodies |
• erosion control measures • buffers and setbacks
• sediment traps
• staging work
• bio-engineering techniques |
After site grading and during construction on slopes and channels
Collect sediment before entering drainage channel
During biologically critical periods |
Ponding effects on adjacent properties due to natural drainage disruption |
• appropriate use of culverts, porous backfill and tile drains • apply natural channel design principles |
In new construction projects and expansion |
Streambank erosion from diversion, construction or channelization of watercourse |
• erosion control measures • bio-engineering techniques |
River crossings, drainage outlets |
Contamination of surface waters through runoff, spills, leaks and disinfection activities |
• provision for spill control • fast accurate reporting of spill • spill containment • stockpile materials or devices for spill control • avoid adverse soil conditions • monitor facility for leaks • implement disinfection techniques in concert with fisheries requirements • pollution prevention and source control by best management land use practices and best management stormwater practices. • buffers and setbacks • install check dams on drainage swales |
As a general practice and particularly in vicinity of water bodies, wetlands |
Blasting exposes rocks containing soluble minerals that could potentially contaminate surface water supply, i.e. sulfate, lead, arsenic |
• subsurface investigation, i.e. geochemical analysis of bedrock • avoid blasting in areas containing toxic materials |
Areas of shallow soil over relevant bedrock type (normally occurring in Canadian Shield) |
Changes in volume of surface runoff |
• use design measures to minimize increase in surface runoff |
New impervious surfaces |
Changes in flood storage capacity by placing fill and structures in floodplain |
• avoid placing fill and structures in floodplain or compensate • flood and fill permits from Local Conservation Authority |
Construction within river valleys. Disposal of excess fill. |
GROUNDWATER |
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Through blasting, expose rocks containing soluble minerals that could potentially contaminate groundwater, e.g. sulfate, lead, arsenic |
• subsurface investigation, i.e. geochemical analysis of bedrock • avoid blasting in areas containing toxic minerals |
Areas of shallow soil over bedrock. Rock cuts and excavations. |
Interference of shallow aquifers and springs |
• hydrogeologic investigation to identify such areas in advance • develop alternatives to avoid impacts |
Excavations |
Reduce groundwater quantity through construction dewatering |
• proper dewatering techniques • seasonal constraints on construction |
Depletion or lowering of shallow aquifers and springs by groundwater utilization |
Spills or leaks resulting in contamination of groundwater supply |
• construction refuelling precautions • land filling precautions
|
Near watercourses and on site generally. Areas of high infiltration capability. |
Drainage of wetland areas resulting in a reduced groundwater contribution to surface waterbodies |
• avoid wetland areas • utilize appropriate backfill material, i.e. high permeable backfill is unsuitable |
Trenching, excavation, placing fill, dewatering |
Reduced surface water recharge to groundwater particularly in soils |
• restrict extent of impervious surfaces in zones of high |
Subsurface barriers, e.g., foundations, areas of impervious |
Interference with groundwater movement |
• maintenance of the existing groundwater regime through engineering design |
Excavations, drainage, construction, dewatering, e.g. in roadbeds, foundations and trenches |
Contaminations of adjacent wells through runoff from construction |
• erosion and sediment control • locate projects appropriately • setbacks |
Construction adjacent to well sites and exposed acquifers |
FISH, AQUATIC WILDLIFE AND VEGETATION |
||
Introduction of warmer water from ponds into colder surface watercourse |
• appropriate selection of ponding site
• infiltrate into groundwater system • planting to provide shade |
Dewatering of trench and excavations. Sediment traps. Extend detention ponds. |
Modification or removal of aquatic habitat; displacement of plants and animals |
• stage work to non-critical times • restore stream substrate • choose suitable site for stream diversions • seasonal constraints |
During construction, e.g. river crossings, dewatering of excavations |
Reduced water quality of nearby surface water having value as wildlife habitat |
• provisions for spill control • fast and accurate reporting of spill • spill containment • stockpile materials or devices for spill control • avoid adverse soil conditions • minimize tree removal • buffers and setbacks |
Storm sewers, ditches, diversions and by-passing |
Timing effects of construction on spawning, nesting and breeding periods |
• staging of work to avoid spawning and breeding periods • seasonal constraints for cold and warmwater systems |
For stream crossings and diversions |
Lowering of water table resulting in reduced contribution to streams and stress of riparian vegetation |
• design to maintain existing groundwater flows • restrict extent of impervious surfaces in zones of high infiltration |
Dewatering of trenches, excavations and aquifers. Areas of newly created impervious surfaces. |
Increased nutrient loading of existing habitats |
• buffers and setbacks • provisions for spill control • land filling precautions |
Near watercourses and on site generally. |
Drainage of wetland areas causing mortality or stress to animals and possible changes in species composition |
• maintain existing groundwater regime • avoid wetland areas • utilize appropriate backfill material, |
Trenching or excavating |
Siltation to surface watercourses resulting in “smothered” plants and animals due to the deposition of silt and increased turbidity of surface watercourses |
• utilize suitable backfill material • trench drainage should be discharged to settling areas before being permitted to enter surface waterbodies • erosion control measures • staging of work |
Road bed and ditch construction. Storm sewer outfalls. Erodible soils, stockpiles. |
Stress on biological communities |
• consider the carrying capacity of the local natural environment
|
Municipal infrastructure is necessary to service projected municipal / population growth. This increases stress on recreational and natural resources. |
Tree removal will affect the amount of sunlight reaching waters and affect plan productivity and increase watercourse temperatures |
• avoid tree removal near surface waterbodies
|
Stream crossings |
TERRESTRIAL VEGETATION AND WILDLIFE |
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Introduction of exotic plant species through erosion control restoration |
• restoration planting • use annuals which later die out • use indigenous (native) species only |
On slopes and other areas to control erosion. In any distribution area requiring restoration work. |
Changes in vegetative composition as a result of loss of topsoil and subsoil or mixing |
• restore site by replacing soils in preconstruction horizons |
Trenching or excavating |
Removal or disturbance of significant trees and/or ground flora |
• review status of species • avoid these areas • employ tree protection measures |
During site grading and construction phase of any project |
New or increased exposure of forest edge with resultant effects of windthrow, leading to loss of habitat for wildlife |
• avoid woodlots and similar areas • pre-stress woodlots • restore edges |
During site grading and construction phase of any project |
Mortality / stress due to changes in soil moisture conditions, resulting in loss of wildlife habitat |
• minimum fragmentation of forest habitat • avoid poorly drained areas • use of appropriate roadbed and backfill materials • revegetation using indigenous species able to survive new conditions |
During construction of roadbed and storm sewers |
HERITAGE RESOURCES |
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Deterioration of sites, structures or landscapes having archaeological, historical or architectural values, as a result of environmental changes |
• avoid where possible • employ necessary steps to decrease harmful environmental impacts such as vibration, alterations of water table, etc. |
Where appropriate with respect to archaeological, historical or architectural resources |
Unwanted increase in public access and potential vandalism |
• fence off area of concern • prevent public access |
Where appropriate with respect to archaeological heritage resource |
Threatened viability of, or opportunity for, retention of sites having heritage value |
• avoid these areas • record or salvage information on features to be lost |
Where appropriate with respect to significance of the heritage recourse |
Unavoidable alteration to or destruction of heritage structures or archaeological sites |
• record or salvage information on features to be lost |
Where appropriate with respect to significance of the heritage resource |
Disruption of quiet enjoyment |
• staging of construction to cause least disruption • employ noise and dust control measures |
As general practice. |
AGRICULTURAL |
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Soil contamination by chemicals |
• minimize use of de-icing materials • establish and enforce chemical handling standards • provide for emergency clean-up and soils replacement |
As general practice. |
Loss of productive farmland |
• avoid prime agricultural areas • direct where possible to non-agricultural designations • locate and design facilities so as to minimize land requirements and construction disturbance • rehabilitate disturbed areas |
In agricultural and rural areas. |
Disruption of field access |
• minimize severance of farm properties • provide alternative access points at critical times |
In agricultural and rural areas. |
Disturbance of livestock by noise and dust during construction |
• employ noise and dust control measures |
In agricultural and rural areas. |
Disruption of tile and surface drainage systems |
• stage construction work • restore tile and surface drainage system |
In agricultural and rural areas. |
Loss of biosolids use as fertilizer |
• improve biosolids quality |
In agricultural and rural areas. |
Decrease in groundwater |
• design to minimize dewatering effects • provide recharge |
In agricultural and rural areas. |
Facilities inconsistent with or disrupt character of prime agricultural area |
• avoid prime agricultural areas • avoid major capital infrastructure, i.e. barns, dryers, etc. • comply with MDS |
In agricultural and rural areas. |
Climate change on which crops including specialty crops depend |
• avoid and design facilities so as to not adversely disrupt the micro-climate (cold air drainage) on which crops depend |
In agricultural and rural areas Specialty crop designation in Municipal Official Plans. |
Effects of physical changes in operation due to property loss |
• compensation |
In agricultural and rural areas. |
Loss of infrastructure |
• avoid major capital investments in infrastructure • avoid major livestock facilities |
In agricultural and rural areas. |
RESIDENTIAL, INSTITUTIONAL, COMMERCIAL AND INDUSTRIAL |
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Disruption of pedestrian movements between adjacent uses |
• maintain continuity of pedestrian walkway system as much as possible • provide walkway strips to adjacent residential areas |
As general practice. Where suitable. |
Disruption of tourism facilities |
• stage construction • employ noise and dust control measures • provide crosswalks and sidewalks at access points |
As general practice. Where suitable. |
Facilities inconsistent with or which disrupt character of area |
• preserve existing amenities as much as possible • design and site structures to blend with adjacent building forms and materials • site grading; utilize berms or other screening devices |
As general practice. Where suitable. |
Temporary disruption during construction and/or inconvenience to users of adjacent properties and building |
• notify public agencies and adjacent owners of construction scheduling • prepare emergency program to ensure quick resolution of servicing problems • consult with public agency and/or adjacent landowners regarding temporary access routes • schedule construction so as to minimize period of disruption in proximity of adjacent uses and structures • ensure access for emergency response vehicles / personnel • apply noise and vibration control measures (use quieter equipment, maintain equipment properly) |
Where substantial inconvenience or disruption to adjacent uses would be experienced and where measures would substantially reduce effects.
As general practice. |
Removal of residences and other buildings |
• co-ordinate removal program to minimize inconvenience • carry out heritage assessment as appropriate |
As general practice. |
OUTDOOR RECREATION |
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Temporary disruption of open space activities during construction |
• employ noise and dust control measures • staging of construction to cause least disruption |
In areas within or adjacent to public open space. |
Effects of physical changes in layout of recreational uses due to property loss |
• compensate by providing facilities elsewhere |
In areas within or adjacent to public open space. |
SOILS GEOLOGY |
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Erosion by wind, water and ice |
• restoration planting • stage work • avoid highly erodible soils • stabilize slopes • compaction • chemical stabilizers • gravel blankets • seeding • sodding • toe drainage |
Erodible soils in excavations, cut and fill areas. Stockpiles, cut slopes. |
Slumping of encroached slopes |
• avoid potentially unstable slopes • mechanical stabilization methods • revegetation (only effective once the root infrastructure has developed) • restrict dewatering near slopes • engineering design to control potential slumping |
Steep slopes. Cut slopes. Removal of the toe of a slope during construction. Dewatering. |
Rockfall hazard |
• buffer zone • initiate rockfall at potential failures |
Blasting. Steep weathered slopes. |
Loss of aggregate and mineral resources |
• avoid sites of aggregate and mineral reserves • extract aggregate and minerals prior to construction |
Zones of economic aggregate and mineral occurrence. |
Contamination of soils by petrochemicals, etc. |
• remedial measures to avoid spills and leaks • contingency plan for clean-up |
During construction. |
Mixing of topsoil with subsoil |
• stripping and stockpiling of topsoil separate from subsoil |
Generally in areas of undisturbed soils. |
TOPOGRAPHY / LANDFORMS |
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“Scarring” of significant landscape features |
• avoid significant features |
Designation of significant feature, i.e. landmark. |
CLIMATIC FEATURES |
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Drought, increased flooding, changes in water levels, increases in surface water runoff due to extreme weather events and climate change |
Consider the following:
|
Construction in close proximity to buildings or activity areas |
Cracked concrete during freeze thaw cycles; deterioration of roadway/structures sooner than anticipated |
Consider using materials resilient to freeze-thaw effect and salting, and survive higher temperatures |
Design and construction |
PUBLIC HEALTH |
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Exhaust emissions from construction equipment and vehicles |
• minimize operation on site, control location on site |
Where adjacent uses or natural vegetation could be adversely affected |
Effects on groundwater elevation of existing subsurface sewage disposal systems (e.g. septic systems) |
• monitor groundwater levels and, if necessary, take appropriate action |
Where appropriate |
Groundwater contamination |
• construction refuelling precautions • fill design and operation precautions • precautions in operation and storage facilities • containment of leachate maintenance facilities |
On site generally. |
Effects of emergency by-passing of sewage |
• contact potentially affected government agencies and public downstream within 24 hours of by-pass event |
In all cases. |
OPERTIONAL AND CONSTRUCTION NOISE |
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Proximity to noise sensitive land uses (e.g. hospitals); insufficient setbacks;’ road grades (steep hills); high traffic volumes; poor road surface; stopping / starting of truck traffic; operation of construction equipment |
• relocate major roads away from sensitive land uses, divert traffic • reduce grades of hills • use appropriate asphalt surface to reduce tire noise • institute truck prohibitions • construct noise barriers • modify speed limits • proper maintenance of equipment |
As general practice. Construction in urban areas. |
This list is illustrative only and the proponent must address specific effects during the planning and design process, and document these effects and the appropriate mitigating measures.