Appendix D.2 - October 2013
Transcription
Appendix D.2 - October 2013
Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Environmental Study Report October 2013 APPENDIX D.2 NATURAL ENVIRONMENT Fish and Fish Habitat Vegetation Communities Wildlife Hydrogeology Contamination Overview Study 331650-4E-Rev 1 Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Environmental Study Report October 2013 Fish and Fish Habitat 331650-4E-Rev 1 Strasburg Road Extension Part A AQUATIC RESOURCES REPORT Prepared on behalf of the City of Kitchener Aquatic Resources TABLE OF CONTENTS 1.0 INTRODUCTION .................................................................................................1 1.1 Study Area and Watercourse Crossings............................................................ 1 2.0 BACKGROUND INFORMATION AND FIELD INVESTIGATION APPROACH ... 1 2.1 Background Information Sources ...................................................................... 1 2.1.1 Physiographic Conditions ........................................................................... 3 2.1.2 Groundwater ..............................................................................................4 2.1.3 Fish Community, Management and Designated Species at Risk................ 4 2.2 Field Investigation Approach ............................................................................. 5 3.0 RESULTS OF FIELD INVESTIGATIONS ............................................................ 6 3.1 Biophysical Characteristics of Blair Creek ......................................................... 6 3.1.1 Main Branch of Blair Creek ........................................................................ 6 3.2 Fish Community ................................................................................................7 3.3 Spawning Surveys ............................................................................................9 3.4 Water Quality and Thermal Stability ................................................................ 11 3.5 Summary of Fish Habitat Sensitivity and Constraints ...................................... 13 4.0 AQUATIC EFFECTS ASSESSMENT ................................................................ 14 4.1 Potential Aquatic Impacts and Mitigation Measures ........................................ 14 4.2 Scale of Negative Effects and Net Residual Effects ........................................ 16 4.3 Monitoring ....................................................................................................... 16 ANNEX A - PHOTOGRAPHS ....................................................................................... 18 List of Figures Figure 1: Site Map ...........................................................................................................2 Figure 2: Fish Sampling Sites........................................................................................ 10 List of Tables Table 1: Fish Species – Blair Creek ................................................................................8 Table 2: Blair Creek – Spawning Survey Results ......................................................... 11 Table 3: Water Quality – Blair Creek ............................................................................. 11 Table 4: Thermal Classification of Blair Creek ............................................................... 12 i Aquatic Resources 1.0 INTRODUCTION The City of Kitchener is proposing the extension of Strasburg Road from Rush Meadow Street to Robert Ferrie Drive (Strasburg Road Extension). The extension of Strasburg Road is planned to accommodate future development in the Brigadoon Community and Doon South Community, as indicated in the Kitchener Growth Management Plan and the respective community plans. This project is the subject of a Schedule C Class Environmental Assessment under the Municipal Engineers Association Class Environmental Assessment (from 500 m north of Stauffer Drive to New Dundee Road). 1.1 Study Area and Watercourse Crossings The study area for the Strasburg Road Extension project is located in the Blair Creek watershed, which a tributary of the Grand River. With a drainage area of 6,800 km2, the Grand River is the largest watershed in southern Ontario Region and is home to nearly 925,000 people 1. The Grand River is a designated Canadian Heritage River due to its heritage and recreational values and its contribution to the development of the region. The main tributaries of the Grand River are the Conestogo River, Nith River, Eramosa River and Speed River. There are a number of natural features located within the study area, including Blair Creek, a significant woodland and valleyland areas, and a Provincially Significant Wetland (PSW). A site map showing the proposed Strasburg Road Extension and watercourse crossings in the study area are presented in Figure 1. 2.0 BACKGROUND INFORMATION AND FIELD INVESTIGATION APPROACH The description of existing fish and fish habitat conditions in the study area involved the review of secondary source information and collection of data during field investigations conducted in 2010 by SNC-Lavalin Inc. (SLI). 2.1 Background Information Sources Background information relevant to the study area was collected and reviewed prior to the initiation and development of the fieldwork program for the project. The MNR and GRCA were formally contacted in May 2010 and requested to provide background information on the subject watercourses. 1 http://www.sourcewater.ca/index/document.cfm?Sec=7&Sub1=0&sub2=0 1 Aquatic Resources Figure 1: Site Map 2 Aquatic Resources The background data sources that were reviewed as part of the Strasburg Road Extension project include the following: • Aerial photography (2009); • Natural Heritage Information Centre (NHIC) to provide information on rare, threatened and endangered species and natural areas reports in Ontario; • Department of Fisheries and Oceans Canada (DFO) Distribution of Fish Species at Risk mapping; • Ministry of Natural Resources (MNR) to obtain fish collection records, spawning survey records and applicable fisheries management plans; • Grand River Conservation Authority (GRCA) fish inventory information, including the Grand River Fisheries Management Plan (1998); • Blair Creek Habitat Assessment and Fishery Inventory (GRCA, 1991); • Blair Creek Spawning Survey (GRCA, 1991); • Upper Blair Creek Functional Drainage Study (Stantec, 2009) • Regional Municipality of Waterloo records and mapping for natural features; • City of Kitchener Planning Board records and mapping for natural features; and, • City of Kitchener-Wide Stormwater Management Plan Annual Audit Report (Year 2009, Monitoring Report. The above information sources were reviewed to provide an understanding of the site and natural features in the context of the surrounding area. The following provides an overview of select information gathered from the background information sources. 2.1.1 Physiographic Conditions Physiography plays an important role in the hydrologic and hydrogeologic systems within the Grand River Watershed. The Waterloo Hills physiographic region is located within the centre of the watershed, mostly within the Regional Municipality of Waterloo and covers the study area for the project. This area is characterized by sand hills, gravel terraces, and many swampy valleys. The soils of the hilly areas are rich and well drained. Water from precipitation infiltrates in the sand hills and discharges as groundwater to the headwater wetlands and source areas of the streams creating fens, bogs, kettle lakes, swamps, marshes, and baseflow in streams. The area from below Belwood Lake downstream to Brantford is considered the Middle Grand River watershed. The physiography of the middle Grand River watershed is complex, with kame and till moraines and extensive out-wash areas of gravels and sands, intermixed with various tills. The hydrology of this zone is also complex. The main river channels have numerous areas of active groundwater discharge, generating thermal refuges for various fish species. 2 2 Chapman and Putnam, 1984. 3 Aquatic Resources 2.1.2 Groundwater Geotechnical investigations within the study area by others (Stantec, 2009) and the SLI hydrogeology/geotechnical assessments for the project found that the groundwater in the area occurs in two overburden deposits of sand and gravel, which are separated by the Catfish Creek till; a low permeability confining layer. The shallow and deep overburden aquifers provide water for residential and municipal wells, in addition to contributing flow to Blair Creek, Roseville Swamp, and the Grand River. Previous investigations of Blair Creek have concluded that while Blair Creek originates in the ice-contact sands and gravels of the Waterloo Moraine it is primarily an intermittent stream fed by surface water runoff until just west of Groh/Dodge Drive. It was also noted that there is occasional groundwater discharge to Blair Creek between Reidel Drive and Groh Drive, and even west of Reidel Drive. 3 As a result of the physiography of the area (sand/silt and sandy loams) the headwaters of Blair Creek produce measurable runoff but they also promote significant infiltration and recharge features within the watershed. 4 This is demonstrated through the headwaters area from Reidel Drive to Dodge Drive where the system is generally considered to be permanent but does not necessarily always support flow through the summer months. 5 2.1.3 Fish Community, Management and Designated Species at Risk Blair Creek is a productive and healthy coldwater stream that supports brook trout and other coldwater species throughout its length. 6 The presence of groundwater, a reasonable baseflow and gravel substrates provide ideal habitat for brook trout. The entire length of Blair Creek is considered to be a natural channel with little anthropogenic disturbance noted. There are a couple of known barriers to the upstream passage of fish including the v-notch weir at the Reidel Road culvert and a residential driveway culvert that is perched presenting a seasonal barrier to fish passage. 7 Existing fish habitat information for Blair Creek suggests that the watercourse supports a diverse assemblage of cold, cool and warmwater fish species and that there is suitable habitat to support highly sensitive coldwater species such as brook trout. The review of the Grand River Watershed Management Plan identified that Blair Creek is managed as a coldwater system by MNR and GRCA, with suitable thermal and habitat conditions that support a self-sustaining population of brook trout. Designated Aquatic Species at Risk The designation of aquatic species of national significance is given by the Committee on the Status of Endangered Wildlife in Canada (COSEWIC), which may then qualify for legal protection and recovery under the federal Species at Risk Act (SARA). 3 4 5 6 7 Stantec, 2009. Ibid. Ibid. Grand River Conservation Authority. 1991. Stantec, 2009. 4 Aquatic Resources Endangered, Threatened or Extirpated species on Schedule 1 of the SARA are afforded protection under the Act. The designation of species of provincial significance is based on recommendations made by the Committee on the Status of Species at Risk in Ontario (COSSARO). Species classified as "at risk" (i.e., Extirpated, Endangered, Threatened or Special Concern) by COSSARO are placed on the Species at Risk List in Ontario (SARO List) and are afforded protection under the Ontario Endangered Species Act, with the exception of species of “special concern”. From the review of background information, there are no designated aquatic species at risk present in Blair Creek within the study area. 2.2 Field Investigation Approach To confirm background conditions and the sensitivity of fish and fish habitat reported by others, a detailed field investigation was conducted on May 26, August 11 and October 6, 2010 by SLI to fully characterize and assess habitat features and functions present at the watercourse crossings within the study area. The fish habitat assessment for Strasburg Road Extension was conducted utilizing the general methods and procedures outlined in the MNR Ontario Stream Assessment Protocol (2005). The general and detailed zones of assessment included the right-ofway (ROW) plus 50 m upstream and 200 m downstream of the ROW. Information recorded included: • Aquatic habitat mapping; • Watercourse size, flow (permanent/intermittent) and thermal regime (coldwater/warmwater); • Summer thermal stability assessment of the watercourses using the protocol/procedures as outlined in “A Simple Method to Evaluate the Thermal Stability of Southern Ontario Streams” (Stoneman and Jones, 1996); • General water chemistry (dissolved oxygen, pH, conductivity); • Physical channel dimensions and habitat features o width, depth (including bankfull and wetted widths and depths), o substrate o bank stability/erosion o in-stream cover type and composition (undercut banks, woody debris etc), o channel morphology, o riparian vegetation o groundwater seepage/upwelling. • Physical barriers to movement of fish; • Identification of potential critical or specialized habitat areas or features (i.e., potential spawning areas, over-wintering and nursery habitat); and 5 Aquatic Resources • Observations of habitat alterations/land use (i.e., channel modification, potential pollutant sources). A survey/sampling of fish species present in the subject watercourses was not conducted by SLI, given the availability of current fish community information provided by GRCA and MNR. However, all visual observations of fish were recorded during the field investigations. Spawning surveys were not conducted by SLI during the fall of 2010 as spawning surveys had previously been conducted during the fall of 2008 by others and these surveys were deemed sufficient especially since there is no brook trout spawning habitat within the study area. Representative photographs of the watercourse crossings are provided in Appendix A. 3.0 RESULTS OF FIELD INVESTIGATIONS This section provides a description of Blair Creek and tributaries upstream and downstream of Reidel Drive as result of the aquatic habitat assessment conducted during the spring, summer and fall seasons of 2010. 3.1 Biophysical Characteristics of Blair Creek 3.1.1 Main Branch of Blair Creek Blair Creek is a tributary of the Grand River located on the outskirts of the cities of Kitchener and Cambridge and the town of Blair. Blair Creek is a coldwater stream that is 10 km in length with a catchment area of 1,800 ha. 8 Land use surrounding Blair Creek is mainly agricultural in the upper parts of the watercourse and residential in the downstream reaches. Adequate wooded buffers are present throughout much of the length of the watercourse, except for the headwaters, where agricultural lands predominate and cover consists of grassed banks. 9 Downstream of Reidel Drive Blair Creek was assessed for fish habitat from east of Reidel Drive to the upper part of its watershed within the EA study area identified for consideration of route alternatives for the Strasburg Road Extension. This reach of Blair Creek is located near the headwaters of the system, which originates in the wetland and agricultural areas west of Reidel Drive. Downstream of Reidel Drive, the stream flows are permanent through lowland/wetland areas and are conveyed in a defined channel. There is a V-notch weir located at the outlet of the culvert conveying Blair Creek at Reidel Drive that is a barrier to the upstream passage of fish. The stream was flowing, albeit slowly, through the culvert during SLI field investigations in May, August and October, 2010. It is possible that the majority of the stream flow through the culvert is from upstream groundwater discharge 8 9 Grand River Conservation Authority. 1991. Ibid. 6 Aquatic Resources associated with wetland/lowland area immediately west of Reidel Drive, which has been reported by others 10 to be occasional in nature depending on seasonal groundwater level variations. This reach provides permanent fish habitat. The average wetted width of the watercourse downstream of Reidel Drive is 0.6 – 0.7 m with depths of 0.06 - 0.08 m. Observations of the stream morphology was restricted by the thick overhead vegetation cover and in-stream watercress but is dominated mainly by flats due to the low gradient. There were also a few pools noted and a small riffle reach. The substrate is composed predominantly of muck and detritus which is consistent with observations by GRCA during the habitat assessment in 1991. 11 Upstream of Reidel Drive Upstream of Reidel Drive assumed diffuse groundwater contribution in combination with the lack of a defined channel obscure the stream flow to the extent that flow is not discernable through the wetland. Standing water was observed in the wetland during the SLI field investigations in May 2010, however flow was not evident. This reach does not provide permanent fish habitat but could provide seasonal fish habitat except for the V-notch weir located at the Reidel Drive culvert that is currently considered to be a barrier to the upstream passage of fish. Further upstream in the study area, Blair Creek is characterized as a shallow intermittent swale feature through forest and agricultural lands. 12 While the stream channel is defined through this area there was no flow present in the upper reaches of Blair Creek during the SLI May and August 2010 field investigations. A smaller ephemeral tributary of Blair Creek joins the main branch approximately 200 m upstream from Reidel Drive. There is no permanent fish habitat through these upstream reaches as they contribute only seasonal flows to the downstream reaches. There is an un-named pond located approximately 50 m north of the terminus of Reidel Drive on the north side of Stauffer Drive. Origins of the pond are unknown but it appears it may have been a small kettle lake that was dug larger some years ago. There is no inlet or outlet stream which is a distinguishing characteristic of kettle lakes/ponds. Active agricultural fields are located on the east side of the pond and the remaining edges are a combination of manicured lawn with some small shrubs and scattered trees. Extensive fish community investigations were not conducted however some minnow traps were set and a single brown bullhead (Ameiurus nebulosus) was sampled in the spring of 2010. The pond is considered to support a fish community and typical of kettle lakes, the fish have likely been stocked either purposely or accidentally. 3.2 Fish Community Fish community sampling and inventory was not conducted by SLI in 2010 as it was determined there was sufficient background information from within the study area available from the Ministry of Natural Resources and GRCA. 10 11 12 Stantec, 2009 Grand River Conservation Authority. 1991. Blair Creek Habitat Assessment and Fishery Inventory. Stantec. 2009. Upper Blair Creek (Kitchener) Functional Drainage Study. 7 Aquatic Resources The fish community sampling stations (conducted by others) were located between Reidel Drive and Dodge Drive and are detailed on Figure 2 and summarized in Table 1. In general, the fish community sampling was conducted in the headwaters area in the vicinity of Dodge Drive as reaches upstream of this location have characteristic thick growth of overhead vegetation which make sampling very difficult and the heavy growth of watercress and lower baseflow contributions contribute to poor visibility and low water levels that restrict the effectiveness of the sampling effort and also restrict the visual observations. 13 While the majority of the fish sampling stations were located outside of the study corridor there were was one exploratory electrofishing survey conducted by GRCA in 1991 at Reidel Drive. 14 The GRCA survey of Blair Creek at Reidel Drive found only fathead minnows. During the SLI investigations of May and August 2010, no fish were observed at Blair Creek for the reaches in the study area that had either ponding water or minimal flow The fish communities of Blair Creek are summarized in Table 1. Table 1: Fish Species – Blair Creek Year May 2008 August 2007 September 1998 13 14 Common Name Scientific Name brook trout white sucker blacknose dace creek chub mottled sculpin central mudminnow fathead minnow brook stickleback Iowa darter brook trout central mudminnow white sucker golden redhorse blacknose dace longnose dace creek chub brook stickleback greenside darter mottled sculpin Salvelinus fontinalis Catostomus commersoni Rhinichthys atratulus Semotilus atromaculatus Cottus bairdi Umbra limi Pimephales promelas Culaea inconstans Etheostoma exile Salvelinus fontinalis Umbra limi Catostomus commersoni Moxostoma erythrurum Rhinichthys atratulus Rhinichthys cataractae Rhinichthys atratulus Culaea inconstans Semotilus atromaculatus Cottus bairdi brook trout mottled sculpin blacknose dace Salvelinus fontinalis Cottus bairdi Rhinichthys atratulus Grand River Conservation Authority. 1991. GRCA, November 1991 8 Aquatic Resources Year November 1991 Exploratory Electrofishing at Reidel Drive 1991 3.3 Common Name Scientific Name longnose dace rainbow darter white sucker creek chub brook trout brown trout central mudminnow blacknose dace longnose dace creek chub white sucker brook stickleback fathead minnow Johnny darter rainbow darter smallmouth bass mottled sculpin fathead minnow Rhinichthys cataractae Etheostoma caeruleum Catostomus commersoni Semotilus atromaculatus Salvelinus fontinalis Salmo trutta Umbra limi Rhinichthys atratulus Rhinichthys cataractae Semotilus atromaculatus Semotilus atromaculatus Culaea inconstans Pimephales promelas Estheostoma nigrum Etheostoma caeruleum Micropterus dolomieu Cottus bairdi Pimephales promelas Spawning Surveys Spawning surveys are conducted to assess the relative health and status of the brook trout population, utilization of certain reaches, as well as confirming the location groundwater upwellings. Spawning surveys are completed by walking along the banks of the watercourse looking for evidence of active spawning, either through observation of adult fish building their nests (redds) or observation of completed redds. Table 2 summarizes past spawning survey results. Spawning surveys were not conducted by SLI during the fall of 2010 as spawning surveys had been previously conducted during the fall of 2008 by others and these surveys were deemed sufficient. As well, the sand and muck substrate and sections with poor channel form likely limits fish movement within and immediately downstream of the study area and therefore does not meet the basic requirements for brook trout spawning. 15 The spawning surveys conducted by GRCA in 1991 took place from Dodge Drive downstream to the outlet at the Grand River, which is a considerable distance downstream of the study area for the Strasburg Road Extension. No spawning surveys were conducted upstream of Dodge Drive due to extensive overhead cover and poor substrate conditions. Spawning surveys conducted by others in 2008 noted 3 confirmed redds at Dodge Drive and no confirmed spawning upstream of Dodge Drive which is consistent with past spawning surveys conducted by GRCA. 15 Stantec, 2009. 9 10 Figure 2: Fish Sampling Sites Aquatic Resources Aquatic Resources Table 2: Blair Creek – Spawning Survey Results Year Spawning Activity October – November 1991* 204 brook trout redds 2 brown trout redds Fall 2008** 3 brook trout redds *spawning survey conducted by GRCA **spawning survey conducted by Ecoplans (for Stantec) 3.4 Water Quality and Thermal Stability Water Quality Blair Creek in the study area is reported to be a coldwater stream, and therefore maintenance of water quality and low water temperatures is essential to the health of the watershed and supporting known coldwater species in the system. Background information suggests that Blair Creek is considered to have fair to good water quality. However, water quality in the watershed is being impacted by: • Agricultural land use and management practices (drainage, nutrients, fertilizer and pesticides application) • Urbanization (stormwater runoff from commercial/residential land uses and roadways) • Loss of riparian vegetation • Point source discharges • Stream features – on-line ponds Water quality parameters were measured in Blair Creek within the study area during the aquatic habitat assessment (refer to Figure 2) and is summarized in Table 3. Table 3: Water Quality – Blair Creek Parameter Unit Blair Creek at Reidel Drive Electrical Conductivity Us/cm 168 Dissolved Oxygen mg/L 9.31 pH NA 7.74 Temperature C o 15.3 Field Data Recorded – May 26, 2010 11 Aquatic Resources Thermal Stability Water temperature and its stability are important characteristic to the distribution of fish in a system and are critical to some species, such as brook trout for spawning and rearing. For Blair Creek it is assumed that groundwater influences are moderating warming trends in the watercourses and that stream temperatures are likely variable depending on local influences (e.g., on-line pond, stormwater pond outfalls, extent of riparian vegetation, etc) in the reach. Stream temperatures were assessed during the summer of 2010 for Blair Creek to obtain a reliable estimate of the ability of the watercourse to buffer the effects of high air temperatures. The watercourse sites were classified into coldwater, coolwater or warmwater based on the methodology developed by Stoneman and Jones. 16 This methodology is based on a one day measurement of air and water temperatures in July or August when the maximum air temperatures exceed 24.5oC. Water temperature sampling was conducted by SLI on August 11, 2010 at Blair Creek in the study area and the recorded air temperature was 29oC (Environment Canada Waterloo International Airport Station). In general, watercourses are considered coldwater, or thermally stable, if they remain cold even on very hot days. Coldwater sites contain thermal habitat considered ideal for such species as brook and brown trout (14oC), as these species cannot withstand large temperature fluctuations and/or high temperatures (> 23oC) over an extended period of time. Typically for coldwater sites the maximum summer water temperatures do not exceed 18oC. Coolwater sites contain thermal habitat considered ideal for such species as rainbow trout, mottled sculpin, darters and typically maximum summer water temperatures do not normally exceed 23oC. Conversely warmwater sites, or thermally unstable, quickly reach a water temperature in the summer which often exceeds 23oC. Warmwater systems typically support species tolerant of wide fluctuations and high temperature and as result have very limited ability to support coldwater species, such as brook trout. Based on the SLI assessment, the water temperatures and thermal classification for the watercourses in the study area is outlined on Table 4. Table 4: Thermal Classification of Blair Creek Temperature (oC) Thermal Classification Blair Creek at Reidel Drive 20.0 Coldwater Blair Creek at New Dundee Road* 20.4 Coldwater Blair Creek at Dodge Drive** 20.0 Coldwater Watercourse/Station * in-stream temperatures taken by Stantec (2009) **in-stream temperatures taken by GRCA (1991) 16 Stoneman and Jones, North American Journal of Fisheries Management 1996 - A Simple Method to Classify Stream Thermal Stability with Single Observations of Daily Maximum Water and Air Temperatures 12 Aquatic Resources The thermal classification of the Blair Creek in the study area is, for the most part, consistent with that identified by GRCA and others. The entire length of Blair Creek is considered to be a coldwater system based on the review of background information. Future developments within this watershed will likely cause significant stress for this system as urbanization can result in significant changes to hydrology and groundwater recharge/discharge functions. The groundwater function is of vital importance to this system as the self-sustaining populations of brook trout absolutely require groundwater upwellings for successful reproduction. Additionally, further downstream of Reidel Drive it’s clear that Blair Creek has cold water temperatures based on the fish community present. In general, the overall classification and management of Blair Creek as a coldwater system appears to be appropriate given that it doesn’t appear to exhibit significant variation in water temperatures based on the extent of groundwater discharge and existing extensive riparian zone providing excellent overhead cover and shade. 3.5 Summary of Fish Habitat Sensitivity and Constraints As part of the aquatic habitat assessment for the Strasburg Road Extension, a determination of fish and fish habitat sensitivity for the watercourses in the study area was completed. This categorization of sensitivity encompassed both fish species and fish habitat, and their inter-relationships and dependencies. While an understanding of the component species and habitat requirements is important to assessing sensitivity, the interactions at the fish community and overall aquatic ecosystem level must be integrated in the analysis. The attributes used for assessing the sensitivity of fish and fish habitat included: • Species Sensitivity • Species’ Dependence on Habitat • Rarity • Habitat Resiliency The above attributes and process for determining fish habitat sensitivity are consistent with the approach documented in the Guide to the Risk Management Framework for DFO Habitat Management Staff Practitioners (Version 1.0, DFO). From the SLI aquatic habitat assessment and above approach for determining sensitivity, Blair Creek is considered to support fish/fish habitat of high sensitivity. Key factors in this determination include presence of highly sensitive coldwater species/community (e.g., brook trout), their dependency and reliance on the groundwater discharge function present to maintain coldwater temperatures, and the low habitat resiliency or ability to tolerate or recover from changes in environmental conditions, such as flow and thermal regimes. 13 Aquatic Resources 4.0 AQUATIC EFFECTS ASSESSMENT 4.1 Potential Aquatic Impacts and Mitigation Measures Work in and around water features containing fish and fish habitat have the potential to result in the harmful alteration, disruption or destruction (HADD) of fish habitat as defined in the Fisheries Act. HADD includes any changes that prevent the physical, biological or chemical attributes of fish habitat from providing food, reproduction, cover and movement corridors, or any change in fish habitat that reduces its capacity to support one or more of life processes of fish (DFO, 1998). The proposed Strasburg Road Extension Alignment E4 Modified may have the potential to adversely affect the aquatic environment and surface water quality. The proposed works for the proposed road extension will involve in-water work within the watercourse for the construction of the culvert conveying Blair Creek that will directly affect fish habitat, and may also include works near the watercourse such as earth excavation/grading, excess material storage, equipment maintenance activities and wastewater management that have the potential to indirectly impact fish habitat by altering/removing their physical habitat (i.e., channel bed, substrates, riparian vegetation, in-stream cover, etc.). Potential impacts include impairment of water quality, and direct fish kills or destruction of habitat due to spills (e.g., chemical or sediment) resulting in short term population decline. There is no in-water work proposed for the artificial pond that is located just north of Stauffer Drive and Reidel Drive at 500 Stauffer Drive. However, indirect impacts to fish and fish habitat are possible due to land-based construction activities (e.g. grading. fill placement) near the pond (e.g., release of silt as a result of poor sediment controls, or fuel spill). Other potential effects to fish and fish habitat that are applicable to the proposed works include: Alteration/loss to riparian vegetation (potential loss of allochthonous inputs (food supply/sources) – leaf matter, terrestrial insects); Discharge of sediment to a watercourse from earth/spoil stockpiles, grading and excavation activities associated with road extension and associated culvert works resulting in the impairment of water quality and/or physical damage to habitat; Release of fuel, oil, grease contaminants from mobile equipment resulting in unacceptable contaminant concentrations in receiving watercourse; Displacement/stranding/mortality of fish during construction from use of mobile equipment (pumps, backhoe, etc;); and Change to sensitive life stages/process (i.e., spawning) if in-water works are not timed appropriately. Recommended environmental design and construction mitigation measures to avoid and/or minimize potential impacts to the aquatic environment and surface water for consideration in future phases of the project include: Design and install native woody riparian vegetation and groundcover to preconstruction conditions or better. 14 Aquatic Resources • Design and implement erosion and sediment controls to prevent erosion of exposed soils and migration of sediment to the watercourse. • Implement timing restrictions during construction for in-water work to protect sensitive life stages of fish, as identified by MNR (coldwater – in-stream window July 1 to September 15). • Isolate in-water work area (“in the dry”) during construction through temporary flow passage system (e.g., by-pass pumping, cofferdam diversion channel) to maintain flow around the work zone at all times. • Store, handle and dispose of all excess materials in a manner that prevents their entry to the watercourse. • Operate, maintain and store (e.g., fuel, lubricates) all equipment and materials in a manner that prevents the entry of any deleterious substances to the watercourse. • Design and implement erosion and sediment controls measures such as straw bale flow checks, silt fence, and temporary rock flow checks to prevent erosion of exposed soils and migration of sediment to watercourses. o Stabilize and construction. re-vegetate exposed soils immediately following o Conduct work in a continuous fashion to minimize the duration of potential impacts and maintain the area of disturbance to a minimum. • Design drainage and stormwater management systems to mimic overland drainage patterns and control runoff quality/quantity contribution to watercourse features. • Store, handle and dispose of all excess materials by storing, handling and disposing of all materials generated during site preparation, construction and operations to prevent their entry into watercourses. • • o Place temporary stockpiles of material a minimum of 30 metres away from the watercourse and ensure material is stabilized to prevent sediment laden runoff from entry into watercourses. o Prepare a spill/emergency response plan for construction and operations. Manage dewatering and concrete effluent, where applicable, from excavations and structural works to prevent release of contaminated water to receiving watercourses. o Direct dewatering effluent to temporary settling basins, filter bags and energy discharge diffusers, as required. o Capture and transport concrete effluent off-site for disposal. Operate, maintain and store (e.g., fuel, lubricates) all equipment and materials (e.g., fuel, lubricants) in a manner that prevents the entry of any deleterious substances to watercourses. 15 Aquatic Resources • Equipment re-fuelling will take place no closer than 30 m from any watercourse to prevent water contamination due to accidental fuel spills. • Prohibit/limit construction access to watercourse/watercourse banks. • A vegetative buffer should be maintained around this pond for the protection of the riparian zone and the aquatic habitat within the pond. 4.2 Scale of Negative Effects and Net Residual Effects Remaining residual effects after the application of mitigation measures were assessed in terms of the resulting Scale of Negative Effect (extent, duration, and intensity) in the context of the fish habitat being affected (i.e., the sensitivity of fish and fish habitat). The Department of Fisheries and Oceans (DFO) Risk Management Framework, which incorporates the above two factors (i.e., Scale of Negative Effect and Sensitivity of Fish/Fish Habitat), was used to characterize the level of risk (high, medium or low) that any residual effects after the application of mitigation pose to fish/fish habitat, and thus the likelihood of a Harmful Alteration, Disruption or Destruction (HADD) or No HADD occurring as a result of the proposed works. Results from this assessment were then used to help determine whether the works will result in the HADD of fish habitat, as defined under the Fisheries Act. The Grand River Conservation Authority (GRCA), the local conservation authority has a Level 3 agreement in place with the DFO. In accordance with the agreement and DFO’s Risk Management Framework, GRCA will complete an aquatic effects assessment to determine potential impacts of the proposed work on fish and fish habitat during the Detail Design phase for the project. This process includes an assessment to determine the level of risk (high, medium or low) that any residual effects after the application of mitigation pose to fish/fish habitat, and thus the likelihood of a HADD or No HADD occurring as a result of the work. From the preliminary assessment completed as part of this study it is expected the proposed work associated with the proposed road extension will be characterized as “Low Risk” by GRCA and, as such, will not result in a HADD of fish/fish habitat, providing the appropriate mitigation measures are applied. In conclusion from the assessment no significant residual effects to surface water resources are anticipated from the project with implementation of the identified mitigation. 4.3 Monitoring An environmental monitoring plan to assess the mitigation measures for protection of aquatic and surface water resources will be prepared if needed in future phases of the project. Monitoring during construction is anticipated to focus on: • Routine inspections of temporary erosion and sediment control measures to ensure they are operating effectively to prevent any release of sediment- laden runoff to watercourses. 16 Aquatic Resources • Monitoring of treatment systems for any dewatering and/or concrete effluent to avoid any release of contaminated water to receiving watercourses. • Compliance monitoring of best management practices related to refuelling and excess materials storage and handling 17 Aquatic Resources ANNEX A - PHOTOGRAPHS Photo 1: V-Notch weir at Reidel Drive culvert outlet. Represents a barrier to upstream movement of fish. Photo 2: Upper Blair Creek (ephemeral reach) 18 www.snclavalin.com SNC-Lavalin Inc. 195 The West Mall. Toronto, Ontario M9C 5K1 Canada Tel.: (416) 252-5311 Fax: (416) 231-5356 Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Environmental Study Report October 2013 Vegetation Communities 331650-4E-Rev 1 Strasburg Road Extension Part A TERRESTRIAL VEGETATION COMMUNITIES REPORT Prepared on behalf of the City of Kitchener Terrestrial Report Vegetation Communities Table of Contents 1.0 1.1 2.0 INTRODUCTION .................................................................................................. 1 Study Overview ................................................................................................. 1 APPROACH ......................................................................................................... 1 2.1 Background Information Sources ...................................................................... 1 2.2 Field Studies ..................................................................................................... 2 2.3 Regional Environment ....................................................................................... 4 2.4 Known Sensitive Areas ..................................................................................... 4 2.5 Vegetation Communities ................................................................................... 7 2.6 Flora/Species at Risk ...................................................................................... 14 2.7 Significant Woodlots........................................................................................ 15 2.8 Effect of Proposed Routes on Vegetation Communities .................................. 16 2.9 Mitigation ........................................................................................................ 19 REFERENCES.............................................................................................................. 21 List of Figures Figure 1: Study Area ....................................................................................................... 3 Figure 2: Sensitive Areas ................................................................................................ 5 Figure 3: ELC DESIGNATIONS - Full Area ..................................................................... 8 Figure 4: ELC DESIGNATIONS - Blair Creek Area ......................................................... 9 List of Tables Table 2.1: NHIC Occurrence Data ................................................................................. 15 Table 2.2: Project Area Vegetation Type Removals by Area ......................................... 17 i Terrestrial Report Vegetation Communities 1.0 INTRODUCTION 1.1 Study Overview The City of Kitchener is proposing the extension of Strasburg Road from Rush Meadow Street to Robert Ferrie Drive (Strasburg Road Extension). The extension of Strasburg Road is planned to accommodate future development in the Brigadoon Community and Doon South Community, as indicated in the Kitchener Growth Management Plan and the respective community plans. This project is the subject of a Schedule C Class Environmental Assessment under the Municipal Engineers Association Class Environmental Assessment (from 500 m north of Stauffer Drive to New Dundee Road). The study area, due to the existence of Blair Creek is highly environmentally sensitive and is proximal to a number of significant environmental features. The area is within a landscape with recently documented Species-at-Risk, and designated natural areas including Provincially Significant Wetlands (PSW), and locally significant woodlots. This report addresses the characterization of the natural environment features within the study area. Descriptions of these natural features, based on secondary source information and field investigations, are provided below. 2.0 APPROACH The description of the existing natural environmental conditions involved collection and review of background source information and primary collection of data during field investigations by SNC-Lavalin. The compilation of the background inventory was based on a review of all relevant background information as well as consultation with relevant agency and municipal staff. The variety of background sources reviewed is outlined in Section 2.1. The background information was reviewed to identify preliminary natural environment issues and potential sensitivities. Review of this material also assisted in refining the scope of the required field work. The background and field data were then analyzed to identify potential constraints, sensitivities and related management and mitigation implications in relation to the proposed route alignment. The field approach is summarized briefly below, and specific aspects noted in the various sub-sections where relevant. 2.1 Background Information Sources Background information was collected and reviewed prior to the initiation of field work. As well, agencies were contacted for relevant natural environment information in the study area. Primary sources of information were contacted for relevant natural environment information in the study area. Primary sources of information are listed below, with a full list of references provided at the end of this report: Huron Community Plan Brigadoon Community Plan 1 Terrestrial Report Vegetation Communities 2.2 South Strasburg Trunk Sanitary Sewer Schedule B Class Environmental Assessment Doon South Phase 2 Environmental Study Report Background Information Regarding the Extension of Strasburg Road Region of Waterloo Official Plan City of Kitchener Official Plan City of Kitchener Ortho Imagery (2009)/GIS Data Ministry of Natural Resources communications Grand River Conservation Authority communications/website Natural Heritage Information Centre website database (NHIC, 2009) Region of Waterloo Significant Species List: Native Vascular Plants 1999 Field Studies Terrestrial field investigations were designed to confirm/update the literature review/investigations conducted during the initial phase of the study, delineate habitat and vegetation assemblages, determine the presence and/or potential of rare, endangered or threatened species within the site boundaries and confirm the delineation of known sensitive areas in close proximity to Part A. The field program consisted of detailed site investigations of vegetation units delineated from the 2009 Ortho-imagery provided by the city. These investigations were conducted during the spring (May 19th and 27th) of 2010 for spring emergents, and the summer (Aug 4th and 17th), of 2010 when vegetation is in leaf to confirm and refine habitat delineations and develop a vegetative composition profile for each habitat units identified within the study area. The Ecological Land Classification (ELC) system, for Southern Ontario, was also applied to develop the ELC designations developed for the study area. A full ELC assessment was applied to units directly affected by the alignment alternatives. A number of visits were also conducted in the fall of 2010 to capture late season vascular plants. The late season flowering plants survey was completed on October 1st. The Study Area was defined as all vegetated areas which may be affected by the proposed alignment alternatives. For those communities east of Reidel Drive the study area was limited to approximately 100 m from the existing road (See Figure 1). Opportunistic sitings or sign of birds, amphibian, and mammal presence during field activities were also recorded, as well as any evidence of nesting within potentially affected areas. 2 SI X T TO NE STR EE ST RE E EN SEV DR FOUR FIVE HILL CHAPEL ET STRE EET STR ET STRE EET STR D DR WOO RTH HEA DR NINE ES D CR WOO RTH HEA T GE S BRID RTH HEA LE NEWCAST ET STRE VE EA TON S N EVE TWO DR ALE YND CAR C2 R ER D UFF STA Bl ai rC re ek E4 W1 R EL D REID E3 E2 RD DEE DUN NEW ± Legend Study Area Preferred Options C2 E2 E3 E4 W1 Path: H:\Arcview\Miscellaneous\331650StrasburgRoad\MXD\EA_Report\Fig_1_TerrStudyArea_11x17_Aug2011.mxd 0 50 100 200 Strasburg South Section (Part A) Class EA Study Area M 300 File Number: 331650 Sub Code: 0000 Date: August, 2010 Figure Number: 1 Rev. 0 Terrestrial Report Vegetation Communities 2.3 Regional Environment The subject study area is found within the Manitoulin – Lake Simcoe Ecoregion which is part of the Mixedwood Plains Ecozone. The Manitoulin – Lake Simcoe ecoregion extends eastward from Manitoulin Island to Kingston at the east end of Lake Ontario in southern Ontario. The dominant land cover is cropped land with significant areas of mixed forest. The most extensive land use in this ecoregion is agriculture, which occupies 56% of the land area. Mixed, dairy, and cash crop are the dominant farming systems, and major crops include grains, corn, soybeans, hay, and fruit. Other significant land uses include urban development, recreation, and tourism. The major communities include Kingston, Belleville, Peterborough, Oshawa, Kitchener–Waterloo, Barrie, Owen Sound, Stratford, and Brantford. The population of the ecoregion is approximately 2 150 000. Climate The climate is marked by warm summers and mild winters. The mean annual temperature is approximately 6oC. The mean summer temperature is 16.5°C and the mean winter temperature is –4.5oC. Mean annual precipitation ranges 750–1000 mm. The higher precipitation levels occur in areas bordering Lake Huron. Precipitation is evenly distributed throughout the year. Landforms and Soils The ecoregion falls within the West St. Lawrence Lowland, is underlain by carbonaterich, Palaeozoic bedrock, and is dominated by a wide variety of deep glacial deposits. Level to undulating bedrock outcropping occurs in a few limited areas. The northeasterly facing Niagara Escarpment, extending northwesterly from Niagara River to the Manitoulin Islands, divides the region into two parts. The area to the west slopes gradually southwestward through an area of rolling topography of low relief. East of the escarpment, the land rises gently from Lake Ontario to Georgian Bay. Loamy Melanic Brunisolic and Gray Brown Luvisolic soils are dominant. Significant inclusions are clayey Gleysolic soils. Vegetation Presently, less than 10% of the Mixedwood Plains Ecozone area remains forested. Where forest cover exists, it varies from the mixed coniferous–deciduous stands of white and red pine, eastern hemlock, oak, maple, and birch in the northern portions to the rich diversity of the deciduous Carolinian forest in the southwest near Detroit–Windsor area. In the Manitoulin – Lake Simcoe Ecoregion, climax vegetation is characterized by sugar maple, beech, eastern hemlock, red oak, and basswood. Pioneer species include white pine, paper birch, and trembling aspen. Moist sites are characterized by yellow birch, white elm, and red maple with slippery elm, black ash, and white cedar occurring in depressions and near streams. Drier sites contain red oak, and white and red pine. 2.4 Known Sensitive Areas A number of Regionally designated environmentally sensitive areas are found both within and proximal to the study area (refer to Figure 3.7). These are the Stauffer Woods Environmentally Sensitive Policy Area (ESPA 33), Doon South Woods (ESPA 34), and Roseville Swamp (ESPA 39), and the Strasburg Floodplain Forest (ESPA 30). A brief description of each and their relative location in relation to the project site is found below. 4 HILL CHAPEL SI X STAFFORD LANE D DR N EVE ET S DR ET STRE E STR T O THWO HEAR ST RE E FOUR DR ALE YND CAR C2 Removed Wetland (filled in) ESPA33 STAUFFER WOODS DR FFER STAU Damaged Wetland Numerous Large Trees Large Butternut (SAR) Bl ai Hydrologic Connection Between Wetland Areas (periodically wet) rC re ek E4 W1 R EL D REID E3 E2 RD DEE DUN NEW ± Legend Alignment Options Preferred Options MNR Wetland Designations C2 Provincially Significant Wetland (PSW) E2 Un-Evaluated Wetland E3 E4 W1 Path: C:\331650StrasburgRoad\MXD\EA_Report\Edits_for_Mike_1_May_12\SensitiveAreasConstraints_11x17_May2012.mxd 0 50 100 200 M 300 Strasburg South Section (Part A) Class EA Potential Alignments and Habitat Constraints Date: August, 2010 Figure Number: 2 File Number: 331650 Sub Code: 0000 Rev. 0 Terrestrial Report Vegetation Communities Stauffer Woods (ESPA) Stauffer Woods is located at the south east corner of the intersection of Reidel Drive and Stauffer Drive. It is approximately 26.2 hectares in size and is predominantly a Sugar Maple-Beech forest on hilly ground surrounding swamp depressions. Numerous springs from the surrounding slopes account for the wet conditions present. A hydro corridor severs this E.S.P.A. It is a locally significant life science area is designated as an ecologically significant Open Space Area by the City of Kitchener. Doon South Woods (ESPA) This area is a low-lying mixed forest with higher ridges forested in Sugar Maple-Beech located approximately 1.0 km to the east of the study area. A nationally significant population of triploid salamanders breeds in the woodland pools of the area. It is considered a local life science site and is designated as an ecologically significant Open Space Area by the City of Kitchener. Strasburg Creek Wetland Complex (PSW) Strasburg Creek Wetland complex is located approximately 200 m from the northwestern border of the study area. It is a Provincially significant wetland, composed of two wetland types (77% swamp and 23% marsh) (Coulson et al., 1986), which occupies the Strasburg Creek valley system forming a complex of marshes, deciduous, mixed, coniferous, and thicket swamps. This area one of the more significant wetland forest complexes in the Region as it contains many diverse habitats along with interesting plant and animal species. It provides nesting for colonial waterbirds as well as active feeding areas (Coulson et al., 1986). It also provides winter cover for wildlife and is of local significance for deer (MNR, Cambridge), (Coulson et al., 1986); Roseville Swamp – Cedar Creek Complex (PSW and ESPA) The upper reaches of the Roseville Swamp - Cedar Creek complex PSW runs directly through the study area, crossing Reidel Drive approximately 200 m south of the intersection with Stauffer Drive and continuing to the east. The majority of this feature is located east of the study area (west of Highway 401, south of the Homer Watson Boulevard interchange in the City of Kitchener/Township of North Dumfries) and covers an area of 338.7 hectares. This is one of the best wetland forest complexes and breeding bird areas in the Region, as it contains many interesting plant and animal species and is one of the largest swamp forest complexes in the Region. Many of the significant species listed for this area are concentrated around Rainbow Lake, in a small marl meadow close by, or are within the hydro corridor, which severs this feature. The swamp forest, mainly Silver Maple-Yellow Birch-Black Ash, is impressive for its large trees, especially White Pine, and its lush growth of ferns and mosses. This swamp is an excellent breeding area for deer and is important for migrating and breeding bird species, including warblers. Numerous springs serve as headwaters for Cedar Creek. The area is an International Biological Program site. It is mapped by the Ministry of Natural Resources as a significant biological area for wildlife and a regionally significant life science area. The feature includes the Grand River Conservation Authority Regulated Area. Specific portions of the Roseville Swamp – Cedar Creek Wetland Complex and PSW potentially affected by the proposed extension of Strasburg Road are described in the Vegetation Communities section. 6 Terrestrial Report Vegetation Communities Strasburg Floodplain Forest (ESPA) Occupies the Strasburg Creek floodplain and is located approximately 500 northeast of the northern portion of the study area. The main area of interest is the calcareous meadow alongside Strasburg Creek. This unusual habitat occurs primarily at the west end of the Environmentally Sensitive Policy Area. The area is open with some shrub and tree invasion becoming established at the expense of the more significant earlier successional species. Adjacent to the east is an extensive swamp forest which contains a notable hemlock stand. Mixed Sugar Maple-Beech forest occupies the slopes away from the floodplain. The floodplain is a complex and diverse mixture of trees and shrubs interspersed with rank herbaceous growth mainly of grasses and asters. The area is designated as an ecologically significant Open Space Area by the City of Kitchener's Official Plan. 2.5 Vegetation Communities Vegetation communities within the general area are characteristic of areas in southern Ontario that have been heavily influenced by historical clearing for agriculture and residential development. That said, a significant portion of the study area traverses or encroaches on relatively untouched natural areas associated with portions of Blair Creek and its tributaries. The most important of these is the wetland associated with the headwaters of Blair Creek, which form part of a Provincially Significant Wetland, but the associated woodlots surrounding the wetland are also of high quality and have significant ecological, aesthetic and recreational value. Twenty (20) vegetation units not including hedgerows are delineated on Figure 3. A detailed map of the Blair Creek system is found on Figure 4. 7 EV EN ST O NE HILL CHAPEL 2 Black Cherry - 96 & 103 cm Dbh D DR ES D CR ST HROW WOO RTH HEA WOO RTH HEA GE BRID RTH HEA AV E Sugar Maple 136 cm Dbh HROW DR White Ash - 73 cm Dbh CUM 1-1 20 CUM 1-1 MAM 3-6 SWD 2-2 FOD 5-7 19 DR ALE YND CAR C2 HROW E2,E3 & E4 HROW Removed Wetland (filled in) HROW OAO HROW CUM 1-1 HROW 11 Damaged Wetland MAM 3-6 1 MAM 3-6 CUM 1-1 MAM 3-6 CUM 1-1 FOD 5-2 Sugar Maple - 100 cm Dbh 15 American Beech - 60 cm Dbh American Beech - 70 cm Dbh CUT 1-7 4 CUM 1-1 10 SWM 6-1 2 FOD 6-5 CUT 1-7 MAM 3-6 SAM 1-4 16 GRM HROW MAM 3-6 SWT 2-2 FOD 3-1 GRM 17 DR FFER STAU MAS 3-1 Red Oak - 117 cm Dbh FOD 8-1 Sugar Maple - 100 cm Dbh MAS 3-1 HROW FOD 8-1 5 SWT 3-2 3 MAS 3-1 SWT 3-2 14 Butternut - 50cm Dbh HROW 13 MAS 3-1 FOD 8-1 6 CUP 3-1 Bl air HROW 7 MAS 3-1 CUP 3-1 9 W1 SWT 3-2 MAS 3-1 Logged Pine Plantation CUT-1-5 12 E3 MAS 3-1 eek 18 CUP 3-1 E4 Cr HROW Black Walnut - 65 cm Dbh CUW 1 GRM CUM 1-1 Black Cherry - 102 cm Dbh 8 CUP 3-2 Black Cherry - 76 cm Dbh HROW HROW Manitoba Maple - 78 cm Dbh E2 HROW Manitoba Maple - 102 cm Dbh Basswood - 81 cm Dbh HROW Basswood - 102 cm Dbh HROW DE REI R LD Basswood - 144 cm Dbh HROW Legend Preferred Options C2 E2 E3 E4 W1 RobertFerrie & BlairCreek Collectors _ ^ È È ELC Designations oÈlÈoÈlÈo MNR Wetland Designations oÈlÈ oÈlÈ o \ \ Significant Tree FOD 5-7 (Dry Fresh Sugar Maple Black Cherry Deciduous) CUW 1 (Black Locust Black Walnut Cultural Woodlot) FOD 6-5 (Fresh Moist Sugar Maple-Hardwood Forest) CUP 3-1 (Red Pine Coniferous Plantation) È ÉO È ÉO SWT 3-2 (Willow Organic Swamp Thicket) Un-Evaluated Wetland È ÈÉ\\ È É\SWT 2-2 (Willow Mineral Swamp Thicket) \ ÉO ÉÈ ÈÉ ÉÈ O ÉMAS 3-1 (Cattail Organic Shallow Marsh) É É \ \ È ÈÉ È ÈÉ \ \ É ÉÉÈ É ÉÉMAM 3-6 (Broad-leaved Sedge Organic Meadow Marsh) ÉÈ ¤ ¤ É É SAM 1-4 (Pondweed Mixed Shallow Aquatic) \ \ È ÈÉ È ÈÉ É È É É FOD 3-1 (Dry Fresh Poplar Deciduous Forest) È ¤ È ÈÉ ¤ È È FOD 8-1 (Fresh Moist Poplar Deciduous Forest) ¤ É ¤ É ' ' ' ' Provincially Significant Wetland (PSW) SWD 2-2 (Green Ash Mineral Deciduous Swamp) FOD 5-2 (Dry Fresh Sugar Maple-Beech Forest) ' ' Path: C:\331650StrasburgRoad\MXD\EA_Report\Edits_for_Mike_1_May_12\Strasburg_A_ELC_FullArea_FinalAlignmentsMay2012.mxd CUP 3-2 (White Pine Coniferous Plantation) CUT 1-7 (Hawthorn Buckthorn Cultural Thicket) CUT-1-5 (Red Raspberry Cultural Thicket) HROW (Hedgerow) CUM 1-1 (Dry-Moist Old Field Meadow) OAO (Open Water) GRM (Groomed Yard) HROW ± '\ÈOO '\È '\ '\ SWM 6-1 (Yellow Birch Conifer Mixed Swamp) HROW RD DEE DUN NEW 0 35 70 140 210 HROW HROW Strasburg Road Extension EA Natural Environment Ecological Land Classification (ELC) Full Area M 280 Scale: 1:5000 Date: June, 2011 Figure Number: File Number: 3 331650 Sub Code: ENVR Rev. 0 CUM 1-1 CUM 1-1 OAO GRM 17 GRM CUM 1-1 MAM 3-6 MAM 3-6 11 1 FOD 3-1 MAM 3-6 16 MAM 3-6 SWT 2-2 MAM 3-6 HROW CUT 1-7 CUT 1-7 10 DR American Beech - 70 cm Dbh 3 4 SWT 3-2 15 MAS 3-1 FOD 6-5 FOD 8-1 Sugar Maple - 100 cm Dbh CUM 1-1 _^ ^ _^ _ Red Oak - 117 cm Dbh Black Cherry - 100 cm Dbh MAS 3-1 HROW SWM 6-1 C2 2 _ ^ ^ _ _ ^ American Beech - 60 cm Dbh SAM 1-4 FOD 5-2 ER UFF STA Sugar Maple - 100 cm Dbh SAM 1-4 CUM 1-1 MAM 3-6 E 2,3,4 HROW HROW 13 5 MAS 3-1 FOD 8-1 Butternut - 50cm Dbh SWT 3-2 _ ^ 14 HROW MAS 3-1 FOD 8-1 CUP 3-1 E3 6 SWT 3-2 Bl air HROW MAS 3-1 1 W 9 CUP 3-1 7 R EL D REID MAS 3-1 CUT-1-5 Cr ee k 18 E4 CUP 3-1 E2 MAS 3-1 12 0 25 50 100 150 Legend 200 M _ ^ Un-Evaluated Wetland E4 W1 Path: C:\331650StrasburgRoad\MXD\EA_Report\Strasburg_A_ELC_BlairCreek_Rev_ELC_FinalAligmentsAug2011.mxd FOD 6-5 (Fresh Moist Sugar Maple-Hardwood Forest) ÈÉ ÈÉ È É ÈÉ È \È \SWT 3-2 (Willow Organic Swamp Thicket) È ÉO È ÉO È È\\ È \SWT 2-2 (Willow Mineral Swamp Thicket) \ ÉO È ÈÉÉ È É ÈÉ É ÈO \ \ ÉÉ É ÉÉ É ÉMAS 3-1 (Cattail Organic Shallow Marsh) É ÈÉ É ÈÉ É É É ' ' ' ' ' ' CUW 1 _ ^ Black Walnut - 65 cm Dbh GRM HROW È È È È \È \È Preferred Options ELC Designations È É È É È MAM 3-6 (Broad-leaved Sedge Organic Meadow Marsh) Significant Tree È È \ \ È È È ÈÉ È ÈÉ È É É ¤ ¤ ¤ oÈlÈoÈlÈoSWM 6-1 (Yellow Birch Conifer Mixed Swamp) È C2 \ \ È È È SAM 1-4 (Pondweed Mixed Shallow Aquatic) MNR Wetland Designations É É ÈÉ È ÈÉ È lÈo lÈo É É È ¤ ¤ ¤ o È È È È È FOD 3-1 (Dry Fresh Poplar Deciduous Forest) E2 FOD 5-2 (Dry Fresh Sugar Maple-Beech Forest) È È ¤ Provincially Significant Wetland (PSW) ¤ É ¤ É E3 HROW FOD 8-1 (Fresh Moist Poplar Deciduous Forest) È È \ÈO \ÈO \ SWD 2-2 (Green Ash Mineral Deciduous Swamp) \ O \ O \ FOD 5-7 (Dry Fresh Sugar Maple Black Cherry Deciduous) ' ' ' ' ' ' CUW 1 (Black Locust Black Walnut Cultural Woodlot) CUP 3-1 (Red Pine Coniferous Plantation) CUM 1-1 CUP 3-2 (White Pine Coniferous Plantation) Strasburg Road Extension EA Natural Environment Ecological Land Classification (ELC) Blair Creek System CUT 1-7 (Hawthorn Buckthorn Cultural Thicket) CUT-1-5 (Red Raspberry Cultural Thicket) HROW (Hedgerow) CUM 1-1 (Dry-Moist Old Field Meadow) OAO (Open Water) Date: May, 2011 Figure Number: File Number: 4 331650 Sub Code: 0000 Rev. 0 Terrestrial Report Vegetation Communities Deciduous Forest FOD 3-1 – Dry Fresh Poplar Deciduous Forest (Unit 1) This community is found along the northern edge of the study area along a path separating it from the main forest lot to the south. Agricultural fields are located to the north. The canopy is dominated overwhelmingly by big-toothed aspen (25-60% cover). The subcanopy is moderately developed consisting of hop hornbeam, green ash, American elm, black walnut, sugar maple and the occasional red oak. The shrub layer is poorly developed with staghorn sumac, red raspberry, grey dogwood, and common buckthorn. The herb layer is fairly sparse consisting primarily of goldenrod species and meadow horsetail, but also including white trillium, evening nightshade, violet species, bloodroot, and asters. Soils are a deep, well drained loam. FOD 5-2 – Dry Fresh Sugar Maple – Beech Deciduous Forest (Unit 2) This forest community forms the major component of the woodlot in the west end of the study area. This large woodlot varies topographically with valleys and rolling hills throughout. Sugar maple dominates the canopy with abundant American beech, occasional black cherry, white ash, white pine and red oak (>60% cover). In the eastern portion of this unit near the wetland red maple was an occasional component of the canopy community. The distribution of canopy species was not even, some areas contained more black cherry or white ash than American beech, but sugar maple provides the dominant cover throughout. The subcanopy and shrub layer are sparse primarily composed of sugar maple with some American beech and white ash. The herb layer is variable, tending to be abundant in lower lying areas, while more upland areas have sparser ground cover. Species composition consists of enchanter’s nightshade, jack in the pulpit, Solomon’s seal, herb Robert, false Solomon’s seal, may-apple, white trillium, lady fern, spinulose wood fern, violet species, sedge species, and white baneberry. Soils are deep, well drained loamy sand. FOD 6-5 – Fresh Moist Sugar Maple – Hardwood Deciduous Forest (Unit 3) This vegetation unit is found to the south east of the intersection of Reidel Drive and Stauffer Drive, and constitutes the western end of the Stauffer Woods ESPA. It lies on two gentle slopes and is divided by a swamp area (Unit 15) in the low lying part of the valley. The canopy is well developed and is dominated by sugar maple (>60% cover). American Beech and white ash are abundant in the canopy with the occasional large red oak, and rarely bitternut hickory. In the northern portion of this woodlot American beech is more prevalent and there are a number of large trees both of beech and maple. The subcanopy is a mix of abundant sugar maple and white ash, with occasional American elm and blue beech, and rare bitternut hickory and white pine. The shrub layer is sparse, except near the edge, and is composed of common buckthorn and hawthorn. The herb layer is also sparse with only occasional Mayapple, jack in the pulpit, evening nightshade, false Solomon’s seal, goldenrod, and rare panicled aster. Soils are deep, imperfectly drained silt clay. FOD 5-7 – Dry Fresh Sugar Maple Black Cherry Deciduous Forest (Unit 19) This small forest unit is located to the northeast in association with wetland Unit 20, approximately 500m north of the Stauffer Drive/Reidel Drive intersection. The canopy is well developed and is dominated by sugar maple (>60% cover). Black cherry, red oak, and white ash are abundant in the canopy with occasional American beech, and some trembling aspen to the south. The subcanopy is a mix of abundant sugar maple and 10 Terrestrial Report Vegetation Communities white ash with occasional American elm and hop hornbeam. The shrub layer is sparse, except near the edge, and is composed of common buckthorn and blue beech. The herb layer is somewhat thin, with enchanter’s nightshade, herb Robert, Celandine, Canada mayflower, bloodroot, and trillium present. Soils are deep, well drained loamy sand. FOM 8-1 – Dry Fresh Poplar Deciduous Forest (Units 4,5) This community can be found along the valley slopes of the thicket swamp which comprises the Blair Creek PSW west of Reidel Road as well as along the south side of Stauffer Drive at the west end of the road. The canopy is not well developed and consists of abundant big-toothed aspen, trembling aspen, with occasional patches of both white spruce and white pine (10-25% cover). Yellow birch and black cherry are also present, and crack willow can also be found as you approach the wetland. West of Reidel Drive on the north side of the wetland there is a butternut specimen, which is protected under the Ontario Endangered Species Act. The sub canopy contains mostly smaller aspens and yellow birch and some black cherry. The shrub layer is variable, generally more pronounced downslope toward the wetland and is dominated by hawthorn. Other shrubs include spicebush, swamp red current, nannyberry, and grey dogwood. The herb layer consists of abundant field horsetail with a mix of other occasional constituents including Canada mayflower, barren ground strawberry, large leaved aster, white trillium, and rarely Indian cucumber root. A cattail marsh inclusion (MAS 3-1) is located along a tributary arm of the wetland complex. Soils are deep, moderately well drained silty sand. Cultural Woodlots CUP 3-1 - Red Pine Coniferous Plantation (Units 6,7) This community occurs in two places, one to the south end of the large woodlot at the west of the study area, and another to the east of Reidel Drive immediately south of the Blair Creek Wetland Complex. Both are red pine plantations but differ significantly. To the east of Reidel Road the community is a well developed pine plantation with a canopy dominated by red pine with abundant white pine, occasional white spruce and a few scattered American elm (>60% cover). The subcanopy and shrub layer are very sparse, and consists mostly of shrub sized common buckthorn and rarely red elderberry. Ground cover is also sparse consisting of Solomon’s seal, enchanter’s nightshade, Virginia creeper, and goldenrod species near the road edge. The western unit is a remnant of a larger plantation, now cut, which extended to the south. The canopy is composed of almost exclusively mid aged red pine, though many of these trees are now dead standing snags. This has resulted in a substantial subcanopy and shrub regeneration layer consisting of abundant sugar maple and white ash, occasional hop hornbeam and staghorn sumac shrubs. Ground cover is fair and is composed of black raspberry, herb Robert, Solomon’s seal, barren strawberry, red elderberry, and violet species. Soils are deep, well to moderately well drained loamy sands. CUP 3-2 – White Pine Coniferous Plantation (Unit 8) This unit is a cultural plantation located on the east side of Reidel Drive toward the south end of the study area. This is a well developed white pine dominated plantation with a significant presence of white spruce in the canopy (>60% cover). The subcanopy layer is negligible and the shrub layer is sparse consisting of common buckthorn, red-berried 11 Terrestrial Report Vegetation Communities elderberry, and Virginia creeper. The herb layer is similarly sparse with small patches of enchanter’s nightshade and violet species. Soils are deep, well drained loamy sand. CUT 1-5 – Red Raspberry Cultural Thicket (Unit 9) This unit is found at the south end of the woodlot at the west of the study area. It consists of an old red pine plantation, most likely a continuation of unit 6, that has been cut within the last ten years. Significant numbers of cut logs and deadfall remain, but significant regeneration has taken place. Regeneration consists of numerous small sugar maple, basswood, white ash, beech and black cherry. The shrub layer is dominated by red raspberry, buckthorn, and riverbank grape. CUT 1-7 – Hawthorn Buckthorn Cultural Thicket (Unit 10) This vegetation unit occupies a portion between two designated segments of the Blair Creek PSW, and has likely seen some agricultural disturbance in the past. It spans the drainage between the eastern and western portions of the PSW in this area, and a very thin linear portion of unit 16 with wetland characteristics follows a number of dry channels observed during field recognizance. A remnant access from Stauffer Drive to the fields south of the woodlot can still be seen. The canopy is dominated overwhelmingly by hawthorn, with occasional black ash, buckthorn, and red maple (>60% cover). There are several large trees including red oak found along the south border with the agricultural fields. Sub canopy and shrub layers are characterized by abundant hawthorn and buckthorn with occasional blue beech, and red osier dogwood. Herbaceous vegetation consists of abundant jewelweed, rough avens, trout lilly, ostrich fern, as well as occasional Canada mayflower, jack in the pulpit, white trillium, garlic mustard, and false Solomon’s seal. Soils are deep, poorly drained sand. CUM 1-1 – Dry-Moist Cultural Meadow (Unit 11) This vegetation type, found at just south of an old silo location just west of the Stauffer Drive dead end is dominated by grasses, along with sun tolerant broad-leaf vegetation typical of old fields and disturbed areas. Herbaceous vegetation in the open areas consists of old field type vegetation, such as introduced forage grasses (e.g., awnless brome, timothy, perennial ryegrass, orchard grass, creeping red fescue and Kentucky blue grass). Broad-leaved groundcover included: common milkweed, Queen Anne’s lace, common mullien, common burdock, White-top fleabane, Queen Anne’s lace, rough cinquefoil, garlic mustard, white sweet clover, white clover, climbing nightshade, common St. John’s wort, common ragweed, yarrow, bull thistle, teasel, spotted knapweed, as well as heath aster, New England aster, arrow leaved aster, tall goldenrod, and grass-leaved goldenrod. CUW-1 Cultural Woodlot (Unit 12) This unit consists of a stand of trees near an old farm house on the east side of Reidel Drive, and is likely the result of plantings and natural regeneration surrounding an historic farm pond. The tree community is composed of black walnut and black locust with rare Manitoba maple. At the centre of the unit is a small cattail shallow marsh (MAS 3-1) inclusion. HROW Hedgerows There are numerous hedgerows found throughout the study area. Those located within the agricultural fields are mature with numerous large trees such as a black cherry (98cm dbh), white ash (73cm dbh), sugar maple (102 cm dbh), and basswood (144cm 12 Terrestrial Report Vegetation Communities dbh). Dominant tree species include sugar maple, white ash, basswood, black walnut and black cherry with some bitternut hickory, red oak, green ash, Manitoba maple, trembling aspen, and apple present. Shrub species are numerous with species such as common buckthorn, hawthorn, riverbank grape, Virginia creeper, red raspberry, staghorn sumac, and nannyberry. Red osier dogwood, and willow were observed in the wetter pockets. Hebaceous vegetation was found to be similar to that described in the Cultural meadow areas. Wetlands SWD 6-1 Yellow Birch Organic Mixed Swamp (Unit 13) This unit is a treed swamp located in the eastern portion of the large deciduous forest (Unit 2) in the west end of the study area. The majority of this unit is within the Blair Creek PSW boundaries as delineated by the MNR. The canopy is predominantly composed of scattered mature red maple, white pine, tamarack and black ash which occur occasionally across the wetland (10-25% cover). The subcanopy layer is well developed and is dominated by yellow birch with occasional red maple and black ash. The shrub layer is vigorous with abundant spicebush prevalent, as well as occasional common buckthorn and rarer velvetleaf blueberry. The herb layer is diverse and abundant with marsh cinquefoil, ostrich fern, and jewelweed, but also contains poison ivy, false nettle, swampdock, spotted water hemlock, goldthread, Canada mayflower, spotted joe-pye weed, northern bugleweed, barren strawberry, common reed grass, clintonia and goldenrod species. SWT 3-2 – Willow Organic Thicket Swamp (Unit 14 and 15) The majority of the Blair Creek PSW both east and west of Reidel Drive is composed of this vegetation type. It can also be found in the wetland located within Stauffer Woods east of Reidel Drive. The canopy is poorly developed consisting of mainly scattered red maple, poplar, tamarack, and black ash (<10% cover). The subcanopy consists of pockets of hawthorn near the bottom of valley slopes. The shrub component is well developed consisting of abundant willow, spicebush, nannyberry, and swamp red current as well as red osier dogwood, gray dogwood, Virginia creeper. Herbaceous vegetation consists of abundant rough avens, trout lilly, ostrich fern, sedges, and jewelweed. Patches of marsh marigold are also commonly found in more open areas. In the Stauffer Woods section the herb layer in this area is well developed with abundant Solomon’s seal, jewelweed, along with sensitive fern, Virginia creeper, Mayapple, white trillium and woodland strawberry. The shrub layer also contains abundant poison ivy. In both swamp units Cattail Organic Shallow Marsh (see MAS 3-1) inclusions can be found. Soils are deep, very poorly drained organics over sand. SWT 2-2 – Willow Mineral Thicket Swamp (Unit 16) This vegetation unit is found extending east from the yellow birch mixed swamp following ephemeral Blair Creek channels (dry at the time of investigation). This V_Type becomes very thin through the eastern portion of Unit 10 to connect to the larger portion of the wetland to the east. It is also dry for significant portions of the year. Currently this thin central area is not considered PSW by the MNR. The canopy consists of occasional green ash, yellow birch and red maple, concentrated toward the west end (<10% cover). The shrub layer is vigourous and dominated by willow, with abundant buckthorn, hawthorn, red osier dogwood and occasional blue beech. The herb layer consists of abundant meadow horsetail, ostrich fern, jewelweed as well as occasional sedges. Soils are deep, poorly drained sand under a shallow layer of organics. 13 Terrestrial Report Vegetation Communities MAM 3-6 – Broad leaved Sedge Organic Meadow Marsh (Unit’s 17, 20 and part of Unit 15) One of these units is found associated with a small Pondweed Mixed Shallow Aquatic feature north of the road closure at the west end of Stauffer Drive. The other is located to the northeast in association with forest Unit 19 approximately 500m north of the Stauffer Drive/Reidel Drive intersection. Vegetation in Unit 17 is a naturalized farm pond dominated by broad leaved sedges with some goldenrod and aster species at the edges of the depression. A row of trees and shrubs grows adjacent to the road running along the perimeter of Unit 17 and contains big tooth aspen, Scots pine and weeping willow as well as staghorn sumac, red osier dogwood, and buckthorn. There is a hydrologic connection to unit 16 to the south through a culvert under the old farm road. This dries up during the summer. Based on consultation with MNR it is understood that Unit 17 is being added to the PSW complex. Unit 20 is dominated by sedges with abundant nodding beggar-ticks, with some ladies thumb and water smartweed present. Soils are deep, very poorly drained organics. MAS 3-1 – Cattail Organic Shallow Marsh (Unit 18 and parts of units 12, and 14) Cattail dominated shallow marshes occur both as inclusions in the larger swamp units or woodlot units within the study area as well as a discrete vegetation unit located south of the Red Pine Cultural Plantation on the east side of Reidel Drive. At this location it is an open herbaceous community dominated by cattails. Along the edges where land rises to north, south and west, other vegetation including sedges, water hemlock, goldenrod and shrubs such as willow, buckthorn can be found. One small pocket, located within Unit 5 is hydrologically connected to the PSW to the north. Currently this area is not considered PSW by the MNR. 2.6 Flora/Species at Risk A total of 251 species were recorded during the spring, summer and fall field programs. Of these 84 (33%) are non-native species most of which are typical of cultural meadow environments. The mean Conservation co-efficient is 2.31 indicating that overall, the vegetation in the area has experienced some degradation over time due anthropomorphic pressures from historic agriculture. A calculation of the Forest Quality Index for the area indicates an FQI of 29.9 indicating that the area retains a good level of floristic diversity and richness. It should be noted that the species list, though relatively comprehensive, is not a complete list of the plants of the area. Nomenclature is primarily in accordance with Newmaster (1998), and secondarily with NHIC (2003). A list of vascular plants observed during the field program is presented in Appendix 1. One endangered species was found within the study area. A single butternut (Juglans cinerea) was found on the south facing slope of the Blair Creek valley, just west of Riedel Drive in Unit 4. The butternut is considered Endangered under COSEWIC (Committee on the Status of Endangered Wildlife in Canada), SARA (Species At Risk Act), and SARO (Species At Risk in Ontario). It is also has an SRank of S3? under the NHIC (Natural Heritage Information Centre) listing. Its location is depicted on Figure 2. One species, black walnut (Juglans nigra), is listed as regionally significant. It is expected that further research may remove black walnut from the list, as most black walnut populations in the region are thought to be non-indigenous. No other rare or endangered species were found within the project area. The majority of the species observed (244 or 95%) are listed as ‘secure, common and widespread’ in 14 Terrestrial Report Vegetation Communities Ontario (S5, SE5). The remainder (6 or 2%) are listed as ‘apparently secure, uncommon but not rare’ in Ontario (S4, SE4), and Butternut is listed as S3?. A search of the NHIC element occurrence data for the area listed 7 historic species reports within the 1 km blocks covering the proposed project. The most recent report was for Pignut Hickory (Carya glabra –S3) in 1987, and Braun's Holly Fern (Polystichum braunii – S3) received November 2nd, 1979. The S1 species records of Moss Phlox, and Hairy Valerain are historic, and the Ram's-head Lady's-slipper (Cypripedium arietinum) is considered Extirpated. Based on a review of potential habitat types for plant Species at Risk flagged by the NHIC search, areas matching these types were checked for these species as part of the ELC community and seasonal species surveys. Table 2.1 below lists the species occurrences found, none of which were observed during the field surveys. Table 2.1: NHIC Occurrence Data Scientific Name Polystichum braunii Koeleria macrantha Cypripedium arietinum Monarda didyma Valeriana edulis var. ciliata Carex albicans var. albicans Phlox subulata Carex albicans var. albicans Carya glabra Erigenia bulbosa Alliums stellatum Common Name S_RANK Blocks covering Site Braun's Holly Fern S3 June Grass S4 Ram's-head Lady's-slipper S3 Scarlet Beebalm S3 Hairy Valerian S1 White-tinged Sedge S3 Moss Phlox S1? White-tinged Sedge S3 Pignut Hickory S3 Harbinger-of-spring S3? Prairie Onion S4 Last Observation Extirpated 1979-11-02 1901-06-30 1900? 1892-07 1901-07-10 1968-06-06 1974-06-10 1968-06-06 1987 1910-04-01 1971-06-26 Further communications with the MNR indicated that butternut (Juglans cinerea), American Chestnut (Castanea dentate) are known species at risk in the waterloo region. False Hop Sedge (Carex lupuliformis) is also listed, but only in historical records. Of these, only butternut was observed within the study area. A complete species list of vascular plants observed and noted within the study area can be found in Appendix A. 2.7 Significant Woodlots The Stauffer Woods ESPA located at the south east corner of the Reidel Drive and Stauffer Drive intersection has been designated a Regionally Significant Woodland (RSW) in the Draft Regional Official Plan (Region of Waterloo, 2009). The Draft Regional Official Plan is Regional Council’s interpretation of the Provincial Policy Statement in this matter. The woodlot located west of the end of Stauffer Drive has not been designated as an ESPA, but is listed as a Core Environmental Feature. It is evaluated here according to the Natural Heritage Reference Manual (Ministry of Natural Resources, 2010), which gives further guidance on the implementation of the Provincial Policy Statement. The manual states that woodlands four hectares in size or larger with economic functional value in landscapes with 5% to 15% forest cover, are 15 N N Y N N N N N N Terrestrial Report Vegetation Communities suggested for consideration as significant woodlands. In this case the woodland cover in Waterloo Region is approximately 13-14% at this time. According to the criteria found in section 7.3.1 of the Natural Heritage Reference Manual Woodlands should be considered significant: Where woodland cover in the region is about 5–15% of the land cover, woodlands 4 ha in size or larger should be considered significant. Woodlands should be considered significant if they have any interior habitat where woodlands cover less than about 15% of the land cover. Woodlands should be considered significant if a portion of the woodland is located within a specified distance (e.g., 30 m) of a significant natural feature or fish habitat likely receiving ecological benefit from the woodland and the entire woodland meets the minimum area threshold (e.g., 0.5–20 ha, depending on circumstance). Woodlands should be considered significant if they have a high native diversity through a combination of composition and terrain (e.g., a woodland extending from hilltop to valley bottom or to opposite slopes) and meet minimum area thresholds (e.g., 2–20 ha, depending on circumstance). Contain vascular plant species for which the NHIC’s Southern Ontario Coefficient of Conservatism is 8, 9 or 10 and meet minimum area thresholds (e.g., 2–20 ha, depending on circumstance). Using these Criteria the woodlot at the west end of Stauffer Drive meets the definition of significant woodlot. The woodlot includes units 1, 2, 6, and 13from the vegetation survey. It is approximately 14 ha in size, and the portion within the study area has approximately 0.9 ha of interior habitat. It contains a portion of the PSW associated with Blair Creek and preserves and enhances the biological diversity of that significant natural feature. It has a significant diversity of habitat types with somewhat distinct and complementary ecological functions within its boundaries. The topography within the woodlot is undulating with hills and valleys which vary in their understorey and herbaceous growth, and it includes several small wetland inclusions as well as the larger wetland consisting of Unit 13. No endangered species were found within the woodlot; however, it does contain a number of plants with a coefficient of conservation of 8 such as red pine (Pinus resinosa), water arum (Calla palustris) and meadow horsetail (Equisetum pratense). 2.8 Effect of Proposed Routes on Vegetation Communities The short list of route alternatives for the extension of Strasburg Road from 500 m north of Stauffer Drive to New Dundee Road, will have impacts to both natural and culturally impacted vegetation communities (forest, wetland, cultural communities) with varying degrees of edge removals and intrusions. This section presents, for comparison, the removals for each of the following short listed route alternatives: W1, C2, E2, E3, E4, as well as E4M, selected by the Project Team as the Technically Preferred Alignment (TPA). Calculations are based on 30 percent design grading limits for each alternative. The following table outlines removals based on ELC category, as well as PSW removals, developed for each route alternative during this study. 16 Terrestrial Report Vegetation Communities Table 2.2: Project Area Vegetation Type Removals by Area Vegetation Removals Type (ha) Cultural Forest Hedgerow Wetland (ELC) PSW Total W1 0.00 0.08 0.68 0.00 0.00 0.76 C2 1.64 0.25 0.33 0.73 0.13 2.95 E2 1.01 0.18 0.38 0.62 0.60 2.21 E3 0.64 0.25 0.57 0.24 0.20 1.71 E4 0.68 0.25 0.20 0.35 0.25 1.51 E4M 0.64 0.25 0.20 0.24 0.20 1.34 It should be noted that the removals values associated with the ELC wetland designations and the MNR PSW are not additive. They are derived from two separate datasets of the same area, and as result there is significant overlap or extension/reduction of areas in a number of locations depending on what was observed during the field program. Given the hydrologic connectivity observed in the field between the officially designated PSW, and the wetland units delineated as part of the ELC work program, all wetland removals were considered significant in terms of impacts. Removals for each route have been categorized into cultural vegetation communities (meadows, thickets, plantations, woodlots), forest vegetation communities, wetland communities (includes PSW and other wetlands), and hedgerows. Each has been ranked among alternatives with 1 representing the lowest amount of removals for a given category, and higher numbers representing larger amounts of removals. As it was not included in the original assessment, and is a composite of other alignments, ranks given for the TPA are given as equivalent to its sub-components (E3 and E4 alternatives). W1: The construction of the western route alternative will result in 0.76 ha of vegetation removals, consisting of 0.08 ha of Sugar Maple Beech forest (1), and 0.68 ha of hedgerow (5). This is the smallest amount of total vegetation removal are of any of the short listed alternatives, and contains no removal of wetland communities. These are edge removals along the large mature woodlot at the west of the study area. This woodlot qualifies as a Significant Woodlot when evaluated against MNR’s Natural Heritage Reference Manual, but given that the forest removals represent less than 1% of the overall woodlot, and are limited to the edge they are of minor significance. There is no fragmentation of the woodlot, and the loss of interior forest habitat is minimized. Impacts to adjacent vegetated areas and their function is minimal, and there are no removals of PSW. Hedgerow removals are of the highest among the route alternatives and include the removal of one significant tree. C2: The construction of the central route alternative will result in 2.95 ha of vegetation removals consisting of 1.64 ha of cultural vegetation units (5), 0.25 ha of forest (3), 0.73 ha of wetland vegetation (1), and 0.33 ha of hedgerow (2). The cultural vegetation removals are considered to be of limited significance due to the prevalence of non-native species. The wetland community removals are highest for this route. Some removals will occur within the designated PSW (0.13 ha -1) boundary as well as the field delineated ELC wetland communities such as organic meadow marsh, and open water aquatic features. While these are not part of the official PSW, they likely contribute to function of the overall system through hydrologic linkage and as such, are considered significant for the purposes of this assessment (N.B. – following review of this draft MNR has confirmed that they will be updating the PSW to include the wetland identified as 17 Terrestrial Report Vegetation Communities Unit 17. This does not affect our evaluation as the wetland was considered significant regardless of designation). Hedgerow removals are of minor significance from a vegetation standpoint due to the presence of some significant trees. E2: The construction of the first eastern route alternative will result in 2.21 ha of vegetation removals consisting of 1.01 ha of cultural vegetation (4), 0.18 ha of forest community (2), 0.62 ha of wetland communities (4), and 0.38 ha of hedgerow (3). The cultural vegetation removals are of limited significance due to the previously disturbed nature of these communities. The forest removals are considered to be of moderate significance. Though the forest communities affected are of lower quality, with few mature specimens, they are associated with the slopes of valley containing the PSW and provide a good buffer between the wetland and agricultural activities to the north and south. Removals of the wetland communities are significant. This alternative has the highest amount of designated PSW removals (0.60 ha - 4) owing to crossing the PSW at the widest area. It also impacts ELC wetland communities along Reidel Road to the south, which, while not part of the PSW, likely contribute to function of the overall system through hydrologic linkage, and as such, are considered significant for the purposes tof this assessment. Hedgerow removals are of minor significance from a vegetation standpoint due to the presence of some significant trees. This route alternative also has the potential to impact a butternut located west of Reidel Drive which is protected by Federal and Provincial legislation. E3: The construction of the second eastern route alternative will result in 1.71 ha of vegetation removals consisting of 0.64 ha of cultural vegetation (1), 0.25 ha of forest community (3), 0.24 ha of wetland communities (2), and 0.57 ha of hedgerow (4). The cultural vegetation removals are of limited significance due to the previously disturbed nature of the communities. The forest removals are considered to be of moderate significance. Though the forest communities affected are of lower quality, with few mature specimens, they are associated with the slopes of valley containing the PSW and provide a good buffer between the wetland and agricultural activities to the north and south. Removals of the wetland communities are significant and include 0.20 ha of designated PSW removals (2). Impacts to other wetland communities are also significant since they include areas of the same unit, identified during field recognizance, which extend the wetland south from the designated PSW boundary. There also may be some encroachment on a small cattail marsh located south of the PSW, which, while not part of the PSW, likely contributes to function of the overall system through hydrologic linkage. Hedgerow removals are of minor significance from a vegetation standpoint due to the presence of some significant trees. E4: The construction of the second eastern route alternative will result in 1.51 ha of vegetation removals consisting of 0.68 ha of cultural vegetation (2), 0.25 ha of forest community (3), 0.35 ha of wetland communities (3), and 0.20 ha of hedgerow (1). The cultural vegetation removals are of limited significance due to the previously disturbed nature of the communities. The forest removals are considered to be of moderate significance. Though the forest communities affected are of lower quality, with few mature specimens, they are associated with the slopes of valley containing the PSW and provide a good buffer between the wetland and agricultural activities to the north and south. Removals of the wetland communities are significant with 0.25 ha of designated PSW removals (3). Impacts to other wetland communities are also significant since they include areas of the same unit, identified during field recognizance, which extend the 18 Terrestrial Report Vegetation Communities wetland south from the designated PSW boundary. Hedgerow removals are of minor significance from a vegetation standpoint due to the presence of some significant trees. E4M (TPA): The construction of the Technically Preferred Alignment will result in 1.34 ha of vegetation removals consisting of 0.64 ha of cultural vegetation (1), 0.25 ha of forest community (3), 0.24 ha of wetland communities (2), and 0.20 ha of hedgerow (1). This alternative is a combination of the shortlisted alignment, and adopted the crossing of the wetland corridor from the E3 alternative, and follows the E4 alignment south of the wetland corridor to the intersection with New Dundee Road. The cultural vegetation removals are of limited significance due to the previously disturbed nature of the communities. The forest removals are considered to be of moderate significance. Though the forest communities affected are of lower quality, with few mature specimens, they are associated with the slopes of valley containing the PSW and provide a good buffer between the wetland and agricultural activities to the north and south. Removals of the wetland communities are significant and include 0.20 ha of designated PSW removals (2). Impacts to other wetland communities are also significant since they include areas of the same unit, identified during field recognizance, which extend the wetland south from the designated PSW boundary. There also may be some encroachment on a small cattail marsh located south of the PSW, which, while not part of the PSW, likely contributes to function of the overall system through hydrologic linkage. Hedgerow removals are of minor significance from a vegetation standpoint due to the presence of some significant trees. Future Collector Roads: Removals associated with the future Robert Ferrie Drive and Blair Creek Drive extensions to Strasburg Road vary depending on the route alternative, but are limited entirely to hedgerow and cultural meadow. Extending these collector roads to the W1 alternative would result in an additional 0.11 ha of hedgerow removal and 0.05 ha of cultural meadow removal. For the C2 alternative an additional 0.02 ha of hedgerow removals would result, while an additional 0.03 ha of hedgerow would be removed by extending the collector roads to the E3 and E4 alternatives. Additional cultural community removals are limited to an additional 0.05 ha of cultural meadow associated with extending the collector roads to the W1 alignment alternative. 2.9 Mitigation In order to minimize the potential for negative impacts to vegetation communities along the new Strasburg Road the following general mitigation measures are recommended: Install temporary erosion and sediment control measures prior to construction, and maintain throughout construction Routinely inspect sediment and erosion control structures, including after storms, and repair as required. The structures will be cleaned out when accumulated sediment reaches half the design height. Re-stabilize and re-vegetate exposed surfaces as soon as possible, using native vegetation seed mixes and plantings (as per design drawings). Clearly delineate ROW vegetation clearing limits on both construction drawings and in the field and field confirm with the contractor prior to clearing and grading. Equipment, materials and other construction activities will not be permitted in these zones. 19 Terrestrial Report Vegetation Communities Vegetation that does not require removal for purposes of the construction will be protected through the installation and maintenance of temporary vegetation protection measures (e.g. temporary fencing). Trees to be removed will be felled into the ROW (and away from watercourses) to avoid disturbance to off-ROW vegetation as well as aquatic areas. Tree grubbing will be restricted to the required activity zone. Where possible, tree stumps will be cut flush to the ground and grubbing will be avoided to minimize soil disturbance, particularly in erosion prone areas. Cut and grubbed material will be disposed of through chipping. Where possible, cut material may be piled and re-used for wildlife habitat or in edge treatments. This material will help retain soil moisture and prevent weed spread. Undertake tree management activities as required for both driver safety and health of the balance of the vegetation unit. The edges of cleared areas will be specifically reviewed and damaged trees will be checked and treated, or removed. Hazard and windthrow susceptible trees will be identified and removed. Unnecessary traffic, dumping and storage of materials over tree roots will be avoided. As outlined for aquatic resources above, the contractor will develop an appropriate product handling; spills prevention and management plan prior to construction that will be in place on site, along with required equipment and materials throughout construction. All spills will be immediately controlled and reported to the authorities having jurisdiction and the owner’s representative. Vehicle maintenance and fueling will be carried out at the maintenance areas in the works yards or at commercial garages whenever possible. Refueling should not be permitted within 30 m of any forest, wetland or watercourse, or the top of bank areas. 20 Terrestrial Report Vegetation Communities REFERENCES Argus, G.W. and K.M. Pryor. 1990. Rare Vascular Plants in Canada, Our Natural Heritage. Canadian Museum of Nature Ottawa. Brigadoon Community Plan, January, 2004 Cadman, M.D., P.F.J. Eagles, and F.M. Helleiner. 1987. Atlas of the breeding birds of Ontario. Federation of Ontario Naturalists and the Long Point Bird Observatory, University of Waterloo Press. City of Kitchener, Official Plan Consolidation, November 2005. City of Kitchener, December 2001, Draft ESPA’s 30, 33,34, 37, and 39. COSEWIC, 2011. Canadian Species at Risk, Committee on the Status of Endangered Wildlife in Canada web site (http://www.cosewic.gc.ca/eng/sct2/sct2_4_e.cfm) Ecological Stratification Working Group. 1996. A National Ecological Framework for Canada. Agriculture and Agri-Food Canada, Research Branch, Centre for Land and Biological Resources Research and Environment Canada, State of Environment Directorate, Ottawa/Hull. Ecoplans Ltd., April 2006, .Doon South Lands City of Kitchener, Environmental Implementation Report, Prepared for Monarch Construction Ltd. Ecoplans Ltd., November 2008, .Doon South Phase 2, Official Plan Amendment Area, City of Kitchener Collector Road Municipal Class Envirionmental Assessment, Environmental Study Report. Ecoplans Ltd., September 2003, Hallman – Groh Property Kitchener, Environmental Impact Study. Ecoplans Ltd., October 2006, Hallman – Groh, Stage 2 Lands Blair Creek Watershed City of Kitchener Environmental Implementation Report. Prepared for Hallman Construction Ltd. Ecoplans Ltd., December 2004, Hallman – Gubler Subdivision, Lands West Of Tilt Drive, City of Kitchener. Environmental Implementation Report. Prepared for Hallman Construction Ltd. and Barbara Gubler. Ecoplans Ltd., November 2006, Stauffer Drive Residential Development. South Of Stauffer Drive, West Of Groh Drive, City Of Kitchener, Stage 1. Environmental Implementation Report. Prepared for Activa Group. 21 Terrestrial Report Vegetation Communities Ecoplans Ltd., June 2008, Environmental Implementation Report, Stauffer Woods Subdivision. South Stauffer Drive, Between Reidel Drive, New Dundee Rd., Groh Dr. and Dodge Drive, City of Kitchener, Phase 2-4. Prepared for Activa Group. Farrar J.C., 1999. Trees in Canada. Fitzhenry and Whiteside Ltd. And the Canadian Forest Service, Natural Resources Canada. GRCA, August 2005, Environmental Impact Study Guidelines and Submission Standards for Wetlands. Huron Community Plan, City of Kitchener Department of Development and Technical Services, PD 94/7, November, 1994. Looman J. Best K.F. 1979. Budds Flora of the Canadian Prairie Provinces. Agriculture Canada MHBC, Background Information Regarding the Extension of Strasburg Road, April 2010. Ministry of Natural Resources (MNR), 2005, Natural Heritage Reference Manual for Natural Heritage Policies of the Provincial Policy Statement, Second Edition. Ministry of Natural Resources (MNR), (NHIC) Natural Heritage Information Centre, 2011. Natural Heritage Resources of Ontario: Databases. Information on rare, threatened and endangered species and spaces in Ontario. Web Site (http://nhic.mnr.gov.on.ca/species.cfm) Ministry of Natural Resources (MNR), 2011 Ontario Species at Risk (SARO), Web Site (http://www.rom.on.ca/ontario/risk.php). Ministry Of Environment (MOE), 2011, Species at Risk Public (SAR) Registry web site (http://www.sararegistry.gc.ca/species/default_e.cfm). Newmaster, S.G., A. Lehela, M.J. Oldham, P.W.C. Uhlig and S. McMuray. 1998. Ontario Plant List. Ontario Forest Research Institute, Sault Ste. Marie, Ontario Oldham M.J, 1999. Natural Heritage Resources of Ontario Rare Vascular Plants, Third Edition. Natural Heritage Information Centre (NHIC), Ministry of Natural Resources (OMNR). Region of Waterloo, June, 2009, Council Adopted Regional Official Plan. Regional Municipality of Waterloo, June 1999, Planning and Culture Committee Report. Revisions to Waterloo Region’s Significant Species List: Native Vascular Plant Component. 22 Terrestrial Report Vegetation Communities Riley, J.L. 1989. Distribution and status of the vascular plants of Central Region, Ontario Ministry of Natural Resources, Parks and Recreational Areas Section, Central Region, Richmond Hill. Semple J.C., Heard S.B., Xiang C., 1996, The Asters of Ontario, University of Waterloo Biology Series. Semple J.C., Ringus G.S., Zhang J.J, 1999, The Goldenrods of Ontario, University of Waterloo Biology Series. Soper J.H., Heimburger 1982. Shrubs of Ontario, Royal Ontario Museum. Stantec Consulting Ltd., South Strasburg Creek Sanitary Trunk Sewer Environmental Assessment – Prepared for the City of Kitchener, February, 2008. 23 Terrestrial Report Vegetation Communities APPENDIX 1 Species List Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family Genus Species Scientific Name Common Names Page 1 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced ACERACEAE Acer Acer Acer negundo rubrum saccharum Acer negundo Acer rubrum Acer saccharum ssp. saccharum Manitoba Maple Red Maple Sugar Maple 0 4 4 -2 0 3 G5 G5 G5 S5 S5 S5 Sagittaria latifolia Sagittaria latifolia Common Arrowhead 4 -5 G5 S5 Amaranthus powellii Amaranthus powellii Green Pigweed 0 5 G5 SE5 Rhus Rhus radicans typhina Rhus radicans ssp. negundo Rhus typhina Climbing Poison-ivy Staghorn Sumac 5 1 -1 5 G5 G5 S5 S5 Cicuta Cicuta Daucus Zizia Arisaema Calla bulbifera maculata carota aurea triphyllum palustris Cicuta bulbifera Cicuta maculata Daucus carota Zizia aurea Arisaema triphyllum ssp. triphyllum Calla palustris Bulb-bearing Water-hemlock Spotted Water-hemlock Wild Carrot Golden Alexanders Jack-in-the-pulpit Water Arum 5 6 0 7 5 8 -5 -5 5 -1 -2 -5 G5 G5 G? G5 G5 G5 S5 S5 SE5 S5 S5 S5 Aralia nudicaulis Aralia nudicaulis Wild Sarsaparilla 4 3 G5 S5 Asclepias Cynanchum syriaca nigrum Asclepias syriaca Cynanchum nigrum Common Milkweed Black Swallow-wort 0 0 5 5 G5 G? S5 SE? Achillea Ambrosia Antennaria Arctium Aster Aster Aster Aster Aster Aster Aster Aster Bellis Bidens Bidens Carduus Cichorium Cirsium Cirsium Conyza Crepis Erigeron Erigeron Eupatorium Euthamia Lactuca millefolium artemisiifolia neglecta minus ericoides laevis lanceolatus lateriflorus macrophyllus novae-angliae pilosus puniceus perennis cernua frondosa nutans intybus arvense vulgare canadensis tectorum annuus strigosus maculatum graminifolia canadensis Achillea millefolium ssp. millefolium Ambrosia artemisiifolia Antennaria neglecta Arctium minus ssp. minus Aster ericoides var. ericoides Aster laevis var. laevis Aster lanceolatus ssp. lanceolatus Aster lateriflorus var. hirsuticaulis Aster macrophyllus Aster novae-angliae Aster pilosus var. pilosus Aster puniceus var. puniceus Bellis perennis Bidens cernua Bidens frondosa Carduus nutans ssp. leiophyllus Cichorium intybus Cirsium arvense Cirsium vulgare Conyza canadensis Crepis tectorum Erigeron annuus Erigeron strigosus Eupatorium maculatum ssp. maculatum Euthamia graminifolia Lactuca canadensis Common Yarrow Common Ragweed Field Pussytoes Common Burdock Heath Aster Smooth Aster Panicled Aster Calico Aster Large-leaved Aster New England Aster Hairy Aster Purple-stem Aster English Daisy Nodding Beggar-ticks Devil's Beggar-ticks Nodding Thistle Chicory Canada Thistle Bull Thistle Horseweed Narrow-leaved Hawk's Beard Daisy Fleabane Lesser Daisy Fleabane Spotted Joe-pye-weed Grass-leaved Goldenrod Tall Lettuce 0 0 3 0 4 7 3 3 5 2 4 6 0 2 3 0 0 0 0 0 0 0 0 3 2 3 3 3 5 5 4 5 -3 -2 5 -3 2 -5 5 -5 -3 5 5 3 4 1 5 1 1 -5 -2 2 G5 G5 G5 G? G5 G5 G5 G5 G5 G5 G5 G5 G? G5 G5 G? G? G? G5 G5 G? G5 G5 G5 G5 G5 SE S5 S5 SE5 S5 S5 S5 S4? S5 S5 S5 S5 SE5 S5 S5 SE5 SE5 SE5 SE5 S5 SE5 S5 S5 S5 S5 S5 ALISMATACEAE AMARANTHACEAE I ANACARDIACEAE APIACEAE I ARALIACEAE ASCLEPIADACEAE I ASTERACEAE I I I I I I I I Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family ASTERACEAE Con't Genus Species Scientific Name Common Names Page 2 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced Lactuca Prenanthes Senecio Solidago Solidago Solidago Solidago Sonchus Sonchus Tanacetum Taraxacum Tragopogon Tragopogon Tussilago serriola altissima aureus altissima caesia flexicaulis rugosa arvensis asper vulgare officinale dubius pratensis farfara Lactuca serriola Prenanthes altissima Senecio aureus Solidago altissima var. altissima Solidago caesia Solidago flexicaulis Solidago rugosa ssp. rugosa Sonchus arvensis ssp. arvensis Sonchus asper ssp. asper Tanacetum vulgare Taraxacum officinale Tragopogon dubius Tragopogon pratensis ssp. pratensis Tussilago farfara Prickly Lettuce Tall White Lettuce Golden Ragwort Tall Goldenrod Blue-stem Goldenrod Zig-zag Goldenrod Rough Goldenrod Field Sow-thistle Spiny-leaved Sow-thistle Tansy Common Dandelion Doubtful Goat's-beard Meadow Goat's-beard Coltsfoot 0 5 7 1 5 6 4 0 0 0 0 0 0 0 0 3 -3 3 3 3 -1 1 0 5 3 5 5 3 G? G5? G5 G? G5 G5 G5 G? G? G? G5 G? G? G? SE5 S5 S5 S5 S5 S5 S5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 I Impatiens capensis Impatiens capensis Spotted Touch-me-not 4 -3 G5 S5 Caulophyllum thalictroides Caulophyllum thalictroides Blue Cohosh 6 5 G5 S5 Betula Carpinus Ostrya alleghaniensis caroliniana virginiana Betula alleghaniensis Carpinus caroliniana Ostrya virginiana Yellow Birch Blue Beech Hop Hornbeam 6 6 4 0 0 4 G5 G5 G5 S5 S5 S5 Echium vulgare Echium vulgare Viper's Bugloss 0 5 G? SE5 I Alliaria Capsella Erysimum Hesperis Lepidium Lepidium Sinapis Sisymbrium Thlaspi petiolata bursa-pastoris cheiranthoides matronalis campestre densiflorum arvensis altissimum arvense Alliaria petiolata Capsella bursa-pastoris Erysimum cheiranthoides ssp. cheiranthoides Hesperis matronalis Lepidium campestre Lepidium densiflorum Sinapis arvensis Sisymbrium altissimum Thlaspi arvense Garlic Mustard Shepherd's Purse Wormseed Mustard Dame's Rocket Field Cress Common Pepper-grass Wild Mustard Tall Tumble-mustard Field Penny-cress 0 0 0 0 0 0 0 0 0 0 1 3 5 5 0 5 3 5 G? G? G5 G4G5 G? G5 G? G? G? SE5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 I I I I I I I I I Sambucus Sambucus Viburnum Viburnum canadensis racemosa lentago opulus Sambucus canadensis Sambucus racemosa ssp. pubens Viburnum lentago Viburnum opulus Common Elderberry Red-berried Elderberry Nannyberry European Highbush Cranberry 5 5 4 0 -2 2 -1 0 G5 G5 G5 G5 S5 S5 S5 SE4 I Cerastium Dianthus Silene Stellaria fontanum armeria latifolia media Cerastium fontanum Dianthus armeria Silene latifolia Stellaria media Common Mouse-ear Chickweed Deptford Pink Bladder Campion Common Chickweed 0 0 0 0 3 5 5 3 G? G? G? G? SE5 SE5 SE5 SE5 I I I I Chenopodium album Chenopodium album var. album Lamb's Quarters 0 1 G5 SE5 I Hypericum perforatum Hypericum perforatum Common St. John's-wort 0 5 G? SE5 I Convolvulus arvensis Convolvulus arvensis Field Bindweed 0 5 G? SE5 I I I I I I I I BALSAMINACEAE BERBERIDACEAE BETULACEAE BORAGINACEAE BRASSICACEAE CAPRIFOLIACEAE CARYOPHYLLACEAE CHENOPODIACEAE CLUSIACEAE CONVOLVULACEAE Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family Genus Species Scientific Name Common Names Page 3 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced CORNACEAE Cornus Cornus Cornus amomum foemina stolonifera Cornus amomum ssp. obliqua Cornus foemina ssp. racemosa Cornus stolonifera Silky Dogwood Grey Dogwood Red-osier Dogwood 5 2 2 -4 -2 -3 G5 G5 G5 S5 S5 S5 Echinocystis lobata Echinocystis lobata Wild Cucumber 3 -2 G5 S5 Carex Carex Carex Carex Carex Carex Carex Carex Carex Carex Carex Carex Carex Scirpus albursina arctata bebbii bromoides deweyana gracillima hirta intumescens lacustris pedunculata pensylvanica stipata vulpinoidea atrovirens Carex albursina Carex arctata Carex bebbii Carex bromoides Carex deweyana Carex gracillima Carex hirta Carex intumescens Carex lacustris Carex pedunculata Carex pensylvanica Carex stipata Carex vulpinoidea Scirpus atrovirens Blunt-scaled Wood Sedge Drooping Wood Sedge Bebb's Sedge Bromelike Sedge Dewey's Sedge Graceful Sedge Hammer Sedge Bladder Sedge Lakebank Sedge Long-stalked Sedge Pennsylvania Sedge Awl-fruited Sedge Fox Sedge Black Bulrush 7 5 3 7 6 4 0 6 5 5 5 3 3 3 5 5 -5 -4 4 3 4 -4 -5 5 5 -5 -5 -5 G5 G5? G5 G5 G5 G5 G? G5 G5 G5 G5 G5 G5 G5? S5 S5 S5 S5 S5 S5 SE2 S5 S5 S5 S5 S5 S5 S5 Pteridium aquilinum Pteridium aquilinum var. latiusculum Eastern Bracken Fern 2 3 G5 S5 Dipsacus fullonum Dipsacus fullonum ssp. sylvestris Common Teasel 0 5 G? SE5 Athyrium Dryopteris Matteuccia Onoclea filix-femina carthusiana struthiopteris sensibilis Athyrium filix-femina var. angustum Dryopteris carthusiana Matteuccia struthiopteris var. pensylvanica Onoclea sensibilis Northern Lady Fern Spinulose Wood Fern Ostrich Fern Sensitive Fern 4 5 5 4 0 -2 -3 -3 G5 G5 G5 G5 S5 S5 S5 S5 Equisetum Equisetum Equisetum arvense pratense sylvaticum Equisetum arvense Equisetum pratense Equisetum sylvaticum Field Horsetail Meadow Horsetail Woodland Horsetail 0 8 7 0 -3 -3 G5 G5 G5 S5 S5 S5 Amphicarpaea Lotus Medicago Medicago Melilotus Melilotus Robinia Trifolium Trifolium Trifolium Vicia bracteata corniculatus lupulina sativa alba officinalis pseudo-acacia hybridum pratense repens cracca Amphicarpaea bracteata Lotus corniculatus Medicago lupulina Medicago sativa ssp. sativa Melilotus alba Melilotus officinalis Robinia pseudo-acacia Trifolium hybridum ssp. elegans Trifolium pratense Trifolium repens Vicia cracca Hog Peanut Bird's-foot Trefoil Black Medick Alfalfa White Sweet-clover Yellow Sweet-clover Black Locust Alsike Clover Red Clover White Clover Cow Vetch 4 0 0 0 0 0 0 0 0 0 0 0 1 1 5 3 3 4 1 2 2 5 G5 G? G? G? G5 G? G5 G? G? G? G? S5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 SE5 Fagus Quercus grandifolia rubra Fagus grandifolia Quercus rubra American Beech Red Oak 6 6 3 3 G5 G5 S5 S5 CUCURBITACEAE CYPERACEAE I DENNSTAEDTIACEAE DIPSACACEAE I DRYOPTERIDACEAE EQUISETACEAE FABACEAE FAGACEAE I I I I I I I I I I Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family Genus Species Scientific Name Common Names Page 4 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced I GERANIACEAE Geranium Geranium maculatum robertianum Geranium maculatum Geranium robertianum Spotted Crane's-bill Herb Robert 6 0 3 5 G5 G5 S5 SE5 Ribes Ribes Ribes Ribes americanum cynosbati rubrum triste Ribes americanum Ribes cynosbati Ribes rubrum Ribes triste Wild Black Currant Prickly Gooseberry Garden Red Currant Swamp Red Currant 4 4 0 6 -3 5 5 -5 G5 G5 G4G5 G5 S5 S5 SE5 S5 Myriophyllum sp Myriophyllum sp Water-milfoil Species Hamamelis virginiana Hamamelis virginiana Witch-hazel 6 3 G5 S5 Iris versicolor Iris versicolor Northern Blue-flag 5 -5 G5 S5 Carya Juglans Juglans cordiformis cinerea nigra Carya cordiformis Juglans cinerea Juglans nigra Bitternut Hickory Butternut Black Walnut 6 6 5 0 2 3 G5 G4 G5 S5 S3? S4 Juncus Juncus Juncus Juncus Juncus articulatus bufonius dudleyi effusus tenuis Juncus articulatus Juncus bufonius Juncus dudleyi Juncus effusus ssp. solutus Juncus tenuis Jointed Rush Toad Rush Dudley's Rush Soft Rush Path Rush 5 1 1 4 0 -5 -4 0 -5 0 G5 G5 G5 G5 G5 S5 S5 S5 S5 S5 Glechoma Leonurus Mentha Prunella hederacea cardiaca arvensis vulgaris Glechoma hederacea Leonurus cardiaca ssp. cardiaca Mentha arvensis ssp. borealis Prunella vulgaris ssp. lanceolata Ground Ivy Motherwort Wild Mint Heal-all 0 0 3 5 3 5 -3 5 G? G? G5 G5 SE5 SE5 S5 S5 Lindera benzoin Lindera benzoin Spicebush 6 -2 G5 S5 Lemna minor Lemna minor Lesser Duckweed 2 -5 G5 S5 Clintonia Erythronium Maianthemum Maianthemum Medeola Trillium Trillium borealis americanum canadense racemosum virginiana erectum grandiflorum Clintonia borealis Erythronium americanum ssp. americanum canadense ssp. Maianthemum racemosum racemosum Medeola virginiana Trillium erectum Trillium grandiflorum Bluebead Lily Yellow Trout Lily Canada Mayflower False Solomon's Seal Indian Cucumber-root Red Trillium White Trillium 7 5 5 4 7 6 5 -1 5 0 3 5 1 5 G5 G5 G5 G5 G5 G5 G5 S5 S5 S5 S5 S5 S5 S5 Lythrum salicaria Lythrum salicaria Purple Loosestrife 0 -5 G5 SE5 I Abutilon theophrasti Abutilon theophrasti Velvetleaf 0 4 G? SE5 I Fraxinus Fraxinus Fraxinus Syringa americana nigra pennsylvanica vulgaris Fraxinus americana Fraxinus nigra Fraxinus pennsylvanica Syringa vulgaris White Ash Black Ash Red Ash Common Lilac 4 7 3 0 3 -4 -3 5 G5 G5 G5 G? S5 S5 S5 SE5 I GROSSULARIACEAE I HALORAGACEAE HAMAMELIDACEAE IRIDACEAE JUGLANDACEAE JUNCACEAE LAMIACEAE I I LAURACEAE LEMNACEAE LILIACEAE LYTHRACEAE MALVACEAE OLEACEAE Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family Genus Species Scientific Name Common Names Page 5 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced ONAGRACEAE Circaea Epilobium Oenothera lutetiana coloratum biennis Circaea lutetiana ssp. canadensis Epilobium coloratum Oenothera biennis Canada Enchanter's Nightshade Purple-leaved Willow-herb Common Evening-primrose 3 3 0 3 -5 3 G5 G5 G5 S5 S5 S5 Osmunda regalis Osmunda regalis var. spectabilis Royal Fern 7 -5 G5 S5 Chelidonium Sanguinaria majus canadensis Chelidonium majus Sanguinaria canadensis Celandine Bloodroot 0 5 5 4 G? G5 SE5 S5 Larix Picea Pinus Pinus Pinus laricina glauca resinosa strobus sylvestris Larix laricina Picea glauca Pinus resinosa Pinus strobus Pinus sylvestris Tamarack White Spruce Red Pine Eastern White Pine Scots Pine 7 6 8 4 0 -3 3 3 3 5 G5 G5 G5 G5 G? S5 S5 S5 S5 SE5 I Plantago Plantago lanceolata major Plantago lanceolata Plantago major English Plantain Common Plantain 0 -1 G5 G5 SE5 SE5 I I Bromus Dactylis Digitaria Echinochloa Phalaris Phleum Phragmites Poa Setaria Setaria inermis glomerata sanguinalis crusgalli arundinacea pratense australis pratensis faberi viridis Bromus inermis ssp. inermis Dactylis glomerata Digitaria sanguinalis Echinochloa crusgalli Phalaris arundinacea Phleum pratense Phragmites australis Poa pratensis ssp. pratensis Setaria faberi Setaria viridis Smooth Brome Orchard Grass Large Crabgrass Barnyard Grass Reed Canary Grass Timothy Common Reed Kentucky Blue Grass Giant Foxtail Green Foxtail 0 0 0 0 0 0 0 0 0 0 5 3 3 -3 -4 3 -4 1 2 5 G4G5 G? G5 G? G5 G? G5 G? G? G? SE5 SE5 SE5 SE5 S5 SE5 S5 S5 SE4 SE5 I I I I Polygonum Polygonum Polygonum Polygonum Rumex Rumex amphibium convolvulus persicaria scandens crispus verticillatus Polygonum amphibium Polygonum convolvulus Polygonum persicaria Polygonum scandens Rumex crispus Rumex verticillatus Water Smartweed Black Bindweed Lady's Thumb Climbing False Buckwheat Curly Dock Swamp Dock 5 0 0 3 0 7 -5 1 -3 0 -1 -5 G5 G? G? G5 G? G5 S5 SE5 SE5 S4S5 SE5 S4 Potamogeton natans Potamogeton natans Floating-leaf Pondweed 5 -5 G5 S5 Trientalis borealis Trientalis borealis ssp. borealis Starflower 6 -1 G5 S5 Actaea Actaea Anemone Anemone Anemone Caltha Ranunculus Ranunculus Ranunculus Ranunculus pachypoda rubra acutiloba quinquefolia virginiana palustris abortivus acris sceleratus hispidus Actaea pachypoda Actaea rubra Anemone acutiloba Anemone quinquefolia Anemone virginiana var. virginiana Caltha palustris Ranunculus abortivus Ranunculus acris Ranunculus sceleratus var. sceleratus Ranunculus hispidus var. caricetorum White Baneberry Red Baneberry Sharp-lobed Hepatica Wood Anemone Thimbleweed Marsh Marigold Kidney-leaf Buttercup Tall Buttercup Cursed Buttercup Swamp Buttercup 6 5 6 7 4 5 2 0 2 5 5 5 5 0 5 -5 -2 -2 -5 -5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5T5 S5 S5 S5 S5 S5 S5 S5 SE5 S5 S5 OSMUNDACEAE PAPAVERACEAE I PINACEAE PLANTAGINACEAE POACEAE I I I POLYGONACEAE I I I POTAMOGETONACEAE PRIMULACEAE RANUNCULACEAE I Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family RANUNCULACEAE Con't Genus Species Scientific Name Common Names Page 6 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Ranunculus Thalictrum Thalictrum pensylvanicus dioicum pubescens Ranunculus pensylvanicus Thalictrum dioicum Thalictrum pubescens Bristly Buttercup Early Meadow-rue Tall Meadow-rue 3 5 5 -5 2 -2 G5 G5 G5 S5 S5 S5 Introduced Rhamnus cathartica Rhamnus cathartica Common Buckthorn 0 3 G? SE5 Crataegus Fragaria Fragaria Geum Geum Geum Geum Malus Potentilla Potentilla Prunus Prunus Rosa Rosa Rubus Rubus Waldsteinia sp vesca virginiana aleppicum canadense rivale urbanum pumila norvegica recta serotina virginiana acicularis multiflora allegheniensis idaeus fragarioides Crataegus sp Fragaria vesca ssp. americana Fragaria virginiana ssp. virginiana Geum aleppicum Geum canadense Geum rivale Geum urbanum Malus pumila Potentilla norvegica ssp. monspeliensis Potentilla recta Prunus serotina Prunus virginiana ssp. virginiana Rosa acicularis ssp. sayi Rosa multiflora Rubus allegheniensis Rubus idaeus ssp. melanolasius Waldsteinia fragarioides Hawthorn Species Woodland Strawberry Common Strawberry Yellow Avens White Avens Water Avens Wood Avens Common Apple Rough Cinquefoil Rough-fruited Cinquefoil Black Cherry Choke Cherry Prickly Wild Rose Multiflora Rose Common Blackberry Wild Red Raspberry Barren Strawberry 4 2 2 3 7 0 0 0 0 3 2 7 0 2 0 5 4 1 -1 0 -5 5 5 0 5 3 1 3 3 2 -2 5 G5 G5 G5 G5 G5 G5 G5 G5 G? G5 G5 G5 G? G5 G5 G5 S5 S5 S5 S5 S5 SE2 SE5 S5 SE5 S5 S5 S5 SE4 S5 S5 S5 Galium Galium Galium asprellum mollugo triflorum Galium asprellum Galium mollugo Galium triflorum Rough Bedstraw Smooth Bedstraw Fragrant Bedstraw 6 0 4 -5 5 2 G5 G? G5 S5 SE5 S5 Zanthoxylum americanum Zanthoxylum americanum Prickly-ash 3 5 G5 S5 Populus Populus Populus Salix Salix Salix Salix Salix Salix Salix balsamifera grandidentata tremuloides bebbiana eriocephala fragilis nigra petiolaris sp X rubens Populus balsamifera ssp. balsamifera Populus grandidentata Populus tremuloides Salix bebbiana Salix eriocephala Salix fragilis Salix nigra Salix petiolaris Salix sp Salix X rubens Balsam Poplar Largetooth Aspen Trembling Aspen Bebb's Willow Woolly-headed Willow Crack Willow Black Willow Slender Willow Willow Species Hybrid White Willow 4 5 2 4 4 0 6 3 -3 3 0 -4 -3 -1 -5 -4 G5 G5 G5 G5 G5 G? G5 G5 S5 S5 S5 S5 S5 SE5 S4? S5 0 -4 G? SE4 I Mimulus Verbascum Veronica ringens thapsus officinalis Mimulus ringens Verbascum thapsus Veronica officinalis Square-stemmed Monkey-flower Common Mullein Common Speedwell 6 0 0 -5 5 5 G5 G? G5 S5 SE5 SE5 I I Solanum Solanum dulcamara ptychanthum Solanum dulcamara Solanum ptychanthum Bittersweet Nightshade Eastern Black Nightshade 0 3 0 5 G? G5 SE5 I Thelypteris palustris Thelypteris palustris var. pubescens Marsh Fern 5 -4 G5 S5 RHAMNACEAE I ROSACEAE I I I I RUBIACEAE I RUTACEAE SALICACEAE I SCROPHULARIACEAE SOLANACEAE THELYPTERIDACEAE Terrestrial Vegetation Communities Report Appendix 1 Strasburg Road EA Species List Family Genus Species Scientific Name Common Names Page 7 of 7 Coefficient Conservation Coefficient Wetness GlobalRank SRank Introduced TILIACEAE Tilia americana Tilia americana Basswood 4 3 G5 S5 Typha latifolia Typha latifolia Broad-leaved Cattail 3 -5 G5 S5 Ulmus americana Ulmus americana White Elm 3 -2 G5? S5 Urtica dioica Urtica dioica ssp. dioica European Stinging Nettle 0 -1 G5T? SE2 I Viola Viola Viola Viola arvensis cucullata pubescens sororia Viola arvensis Viola cucullata Viola pubescens Viola sororia Field Pansy Marsh Blue Violet Yellow Violet Common Blue Violet 0 5 5 4 5 -5 4 1 G? G4G5 G5 G5 SE4 S5 S5 S5 I Parthenocissus Vitis quinquefolia riparia Parthenocissus quinquefolia Vitis riparia Virginia Creeper Riverbank Grape 6 0 1 -2 G5 G5 S4? S5 TYPHACEAE ULMACEAE URTICACEAE VIOLACEAE VITACEAE www.snclavalin.com SNC-Lavalin Inc. 195 The West Mall. Toronto, Ontario M9C 5K1 Canada Tel.: (416) 252-5311 Fax: (416) 231-5356 Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Wildlife 331650-4E-Rev 1 Environmental Study Report October 2013 STRASBURG ROAD EXTENSION ENVIRONMENTAL ASSESSMENT EXISTING CONDITIONS REPORT - WILDLIFE prepared for SNC LAVALIN on behalf of CITY OF KITCHENER by SEPTEMBER 2013 LGL PROJECT TA4907 STRASBURG ROAD EXTENSION ENVIRONMENTAL ASSESSMENT EXISTING CONDITIONS REPORT - WILDLIFE prepared by: J. Arnel Fausto, M.Sc. VICE PRESIDENT Allison Featherstone, B.Sc. PLANNING ECOLOGIST Lynette Renzetti PLANNING ECOLOGIST LGL Limited environmental research associates 3365 Harvester Road, Suite 108 Burlington, Ontario L7N 3N2 Tel: 905-333-1667 Fax: 905-333-2660 Email: burlington@lgl.com URL: www.lgl.com SEPTEMBER 2013 LGL PROJECT TA4907 TABLE OF CONTENTS 1.0 INTRODUCTION ..................................................................................................................................... 1 1.1 2.0 STUDY AREA .................................................................................................................................................... 1 METHODOLOGY ..................................................................................................................................... 3 2.1 AGENCY CONSULTATION ..................................................................................................................................... 3 2.2 BACKGROUND INFORMATION REVIEW ................................................................................................................... 3 2.3 WILDLIFE INVESTIGATIONS .................................................................................................................................. 4 2.3.1 Amphibians – Frog Calling ....................................................................................................................... 7 2.3.2 Amphibians – Ambystomid Salamanders ................................................................................................ 8 2.3.3 Reptiles .................................................................................................................................................... 8 2.3.4 Blanding’s Turtle ...................................................................................................................................... 9 2.3.5 Mammals ................................................................................................................................................. 9 2.3.6 Birds ......................................................................................................................................................... 9 2.3.7 Other Wildlife ......................................................................................................................................... 10 3.0 RESULTS ............................................................................................................................................... 10 3.1 AMPHIBIANS – FROG CALLING ........................................................................................................................... 10 3.1.1 Species at Risk ........................................................................................................................................ 11 3.2 AMPHIBIANS – AMBYSTOMID SALAMANDERS ....................................................................................................... 11 3.3 REPTILES ....................................................................................................................................................... 13 3.3.1 Species at Risk ........................................................................................................................................ 13 3.4 MAMMALS .................................................................................................................................................... 15 3.4.1 Species at Risk ........................................................................................................................................ 15 3.5 BIRDS ........................................................................................................................................................... 16 3.5.1 Species at Risk ........................................................................................................................................ 16 3.6 OTHER .......................................................................................................................................................... 16 3.6.1 Species at Risk ........................................................................................................................................ 17 3.7 4.0 4.1 4.2 4.3 4.4 SPECIES AT RISK SCREENING SUMMARY (MNR LIST) .............................................................................................. 17 EVALUATION OF SIGNIFICANT WILDLIFE HABITAT ................................................................................. 20 SEASONAL CONCENTRATION AREAS .................................................................................................................... 21 SPECIALIZED HABITAT FOR WILDLIFE ................................................................................................................... 26 HABITAT OF SPECIES OF CONSERVATION CONCERN ................................................................................................ 29 ANIMAL MOVEMENT CORRIDORS ....................................................................................................................... 31 5.0 SUMMARY ............................................................................................................................................ 32 6.0 REFERENCES ......................................................................................................................................... 34 LIST OF APPENDICES APPENDIX A MNR CORRESPONDENCE APPENDIX B RUNNING WILDLIFE LIST APPENDIX C POND DESCRIPTION SUMMARY TABLE APPENDIX D ELC USED IN EVALUATION OF SIGNIFICANT WILDLIFE HABITAT Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 1.0 INTRODUCTION LGL Limited has been retained as a sub-consultant to SCN Lavalin Inc. in support of the Strasburg Road extension in the City of Kitchener. LGL’s role is to assess wildlife habitat and communities as part of the Environmental Assessment process. The following provides a summary of findings of work conducted in support of the Strasburg Road Extension Part A which is the Schedule C Municipal Class Environmental Assessment (EA) project area. The project is unique in that part of the road alignment has been determined through historic planning efforts in the northern half of the project area; through the Transportation Planning and Engineering Study – Huron Industrial Developed and related public consultation from January 1981. The City of Kitchener initiated the Class Environmental Assessment for the south portion of the project area in 2010; the portion extending from 500m north of the Stauffer Drive/Reidel Drive intersection south to New Dundee Road. 1.1 STUDY AREA The study area is located in a section of Kitchener undergoing transformation from a rural to urban landscape, planned for residential and commercial development. Existing designated natural areas in the project area include: Strasburg Creek Provincially Significant Wetland (PSW) (Part A project area); Roseville Swamp-Cedar Creek PSW (formerly Blair Creek PSW) (Part B project area); ESPA 33 Stauffer Woods; Features identified as Core Environmental Features according to the Council Adopted Region of Waterloo Regional Official Plan (2009); and, Regulated habitat of Species at Risk under the Endangered Species Act, 2007; namely Jefferson salamander (Ambystoma jeffersonianum). LGL Limited environmental research associates Page 1 St ras bu rg R oa d LEGEND Breeding Bird Point Count Location (LGL) Str 13, 14 H o ur n R as bu rg Cr Ontario Breeding Bird Atlas Monitoring Stations Cover Board Sampling Location ee k Frog Monitoring Location (LGL) d oa ESPA30 2 1 10 Environmental Sensitive Policy Area Property ID Number Turtle Overwintering Area and Habitat for Species of SC (Snapping Turtle) Environmental Assessment Area 9 11 Property Boundary Watercourse hC Special Concern re Not Classified ek e 5 Sout ESPA34 fer Stauf 6 ) " Orthophotography source: GRCA Copyright © Grand River Conservation Authority Notes: Only regulated habitat within the EA Study Area is shown on the map. This map is for illustrative purposes only and is not intended to define legal boundaries. For an accurate reference and the most recent version of the regulation, please view Ontario Regulation 242/08 on e-laws at www.e-laws.gov.on.ca/index.html. Habitat boundaries were interpreted from Ontario Regulation 242/08 pursuant to the Endangered Species Act. Habitat boundary lines were digitized by airphoto interpretation, and were not derived from field surveys. This mapping is reviewed and maintained on an ongoing basis, and is subject to change at any time. This map should not be relied on as a precise indicator of routes or locations, nor as a guide to navigation. The Ontario Ministry of Natural Resources (OMNR) shall not be liable in any way for the use of, or reliance upon, this map or any information on this map. "" ) ) Jefferson Salamander (93408) 3 ) " " ) ) " 4 ) " Jefferson X Blue-spotted Salamander, Jefferson genome dominates (35371) 10 5 ESPA33 Driv ) " Groh ) " Other Ponds Identified Drive 6 4 ) " Potential Breeding Ponds (MNR) Doon Pla 7 3 2 e 1 Jefferson Salamander Regulated Habitat Lines (January 24, 2012, MNR) Breeding Ponds (MNR) h D riv ) " 12 ins R oa d )8 " ) ) "" ) )" " ) " ou t Threatened e )" " )" )" " ) )" ) Do on S Drive 2 e ndal 15 (no longer exists) riv Tilt D Cary ) "" ) ) " ) " ) " ) " ) " Rare Species (Biodiversity Explorer, 2010-02-18) "" ) ) "" ) ) ) " 9 ) "" ) Blai r Cr eek e Driv Dodg e Strasburg Road Extension 12 8 Egg Mass Observed (April 29, 2010) 400 oad Project oad 100 200 ESPA39 R eron ± ) " ee R Dund ) " Cam ) " 0 Cerulean Warbler (4495) ive el Dr Road New Existing Conditions & ) Investigation " Site ) " 11 Reid llman er Ha Fisch 7 600 Meters 800 Ram's-head Lady's-slipper (22255) Date Scale TA4907 April, 2012 1:15,000 Figure Prepared By: Verified By: 1 KC JAF Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 2.0 METHODOLOGY AGENCY CONSULTATION 2.1 The project team was mobilized shortly after the project was awarded in April 2010. The following methodology was developed through agency consultation, mostly limited to telephone and letter correspondence with the Guelph District Ministry of Natural Resources, and a meeting with Grand River Conservation Authority (May 7, 2010). The email correspondence between G. Buck, Species at Risk Biologist, Guelph MNR and LGL Staff is provided in Appendix A as background consultation for assessing species at risk habitat in the project area. Additional consultation with MNR on February 23, 2011 focussed on the balance of field work planned for 2011. Further consultation was completed with MNR on January 18, 2012, including an updated regulation limit for Jefferson salamander in the project area in response to LGL’s 2011 field survey results. Species at risk screenings were conducted based on input to the project team (Letter from April Nix, June 24, 2010), as outlined in Section 2.16. As a result of new additions made to the regulated species list under the Endangered Species Act subsequent to receipt of the MNR letter, two additional SAR were considered within the project area. 2.2 BACKGROUND INFORMATION REVIEW Available background information was reviewed, including: South Strasburg Gravity Trunk Sewer Schedule “B” Class Environmental Assessment –Final Report (Stantec, 2008); Doon Phase 2 Official Plan Amendment. City of Kitchener Collector Road Municipal Class Environmental Assessment Study Report (Ecoplans et al., 2008); Background information in support of the Doon Phase 2 Official Plan Amendment (some of this information cannot be released to the project team and so the information is summarized and condensed into the above referenced report); Huron Road Improvements Class EA, City of Kitchener (only partial files available); Ministry of Natural Resources Biodiversity Database (accessed April 2010); Doon Creek Subdivision Environmental Impact Report (Ecoplans, Sept. 2004), North of Stauffer Dr., West of Tilt Dr.; Doon South Lands Environmental Impact Report (Ecoplans, April 2006); Hallman – Groh Property Environmental Impact Study (Ecoplans, Sept 2003); Hallman – Groh Property Stage 2 Lands Blair Creek Watershed Environmental Impact Report (Ecoplans, Dec. 2004); LGL Limited environmental research associates Page 3 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Hallman/Gubler Subdivision Lands West of Tilt Drive Environmental Impact Report (Ecoplans, April 2006); Stauffer Drive Residential Development South of Stauffer Dr., West of Groh Dr. Stage 1 Environmental Impact Report (Ecoplans, Nov. 2006); and, Stauffer Woods Subdivision South of Stauffer Dr. between Reidel Dr, New Dundee Rd., Groh Dr., and Dodge Dr. Phases 2-4 Environmental Impact Report (Ecoplans, June 2008). Information from the available background records is summarized in the wildlife list included in Appendix B. 2.3 WILDLIFE INVESTIGATIONS Details regarding the dates, personnel and effort involved in field investigations are outlined in Table 1 and further described in the subsections below. Table 1: Summary of Wildlife Field Investigations 2010-2011 2010 Dates April 6 April 16 April 21, 22, 23, 24, 25, 29 Observers Focus of Field Efforts AF Frog monitoring/ reconnaissance at roadside (awaiting permission to enter). AF Frog monitoring roadside (awaiting permission to enter). AF, DS, amphibian habitat LR assessment, early reptile surveys for hibernacula, egg mass surveys May 21 AF May 27 AF Frog monitoring at roadside (awaiting permission to enter) Frog monitoring. June 2 DM, LW Breeding birds LGL Limited environmental research associates Protocol Followed Reconnaissance to determine frog monitoring locations, documentation of frog calls heard at roadside. Aural surveys following the protocol established for the Marsh Monitoring Program (MMP). Air temperature = 8°C Visual survey for presence/absence of salamander egg masses in area ponds. Search of project area for potential snake hibernacula, deployment of cover boards on April 24th (locations included in Figure 1) Aural surveys following the protocol established for the Marsh Monitoring Program (MMP). Air temperature = 16°C Aural surveys following the protocol established for the Marsh Monitoring Program (MMP). Air temperature = 12°C 1st visit for breeding bird surveys conducted according to Bird Studies Canada (BSC) protocol. Point count stations are displayed in Figure 1. Area searches completed where all species seen or heard were documented. Page 4 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Dates 2010 June 3 2011 Observers Focus of Field Efforts AF General wildlife surveys (cover boards, cover searches) June 7 DM, LW Breeding birds June 11 AF General wildlife surveys (cover boards, cover searches) June 17 DM, LW Breeding birds June 23 DM, LW Breeding birds June 28 MK, LR Frog monitoring July 22 DM, LW July 26 DM, LW July 29 DM, LW Targeted surveys for turtles. Targeted surveys for turtles. Targeted surveys for turtles. August 26 AF, MK General wildlife (cover boards, cover searches) April 6/7, 10/11, 15/16, 16/17 AF, VK, LR Salamander surveys (setting and checking traps) LGL Limited environmental research associates September 2013 Project No. TA4907 Protocol Followed Cover boards deployed April 24, 2010 were inspected. General wildlife documented in area searches, including amphibians in woodland searches under available cover. 1st visit for breeding bird surveys conducted according to Ontario Breeding Bird Atlas Protocol. Point count stations are displayed in Figure 1. Area searches completed where all species seen or heard were documented. Cover boards deployed April 24, 2010 were inspected. General wildlife documented in area searches, including amphibians in woodland searches under available cover. 2nd visit for breeding bird surveys conducted according to Ontario Breeding Bird Atlas Protocol. Point count stations are displayed in Figure 1. Area searches completed where all species seen or heard were documented. 2nd visit for breeding bird surveys conducted according to Ontario Breeding Bird Atlas Protocol. Point count stations are displayed in Figure 1. Area searches completed where all species seen or heard were documented. Aural surveys following the protocol established for the Marsh Monitoring Program (MMP). Air temperature =17°C (3rd survey visit) Field crew used binoculars to assist in locating basking turtles in pond areas when weather was warm and sunny during morning hours and daytime periods. Daytime temperatures ranged from 18 to 28°C. Cover boards deployed April 24, 2010 were inspected. Cover boards deployed April 24, 2010 were inspected. General wildlife documented in area searches, including amphibians in woodland searches under available cover. Traps were set in area ponds overnight to document salamander species utilizing ponds for breeding. Details are outlined in Table 2. Page 5 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Dates 2011 June 2 Observers Focus of Field Efforts LR Monitoring of ponds, general wildlife June 8 AF Chimney swift survey (daytime) June 14, 15 AF June 27 AF Whip-poor-will/ Nighthawk/Chimney swift Survey (dusk, early evening) Whip-poor-will/ Nighthawk/Chimney swift Survey (dusk, early evening) September 2013 Project No. TA4907 Protocol Followed Water levels in ponds were checked and documented through photographs. Incidental wildlife observations were documented. Project area was surveyed for potential habitat for Chimney swift – no good candidate chimneys were found. Surveys for nightjars were conducted on calm, clear nights with a full moon and greatest potential for calling activity, commencing 30 minutes after sunset, at stations located along the forest edges. June 14 visit began at 9pm, ended at 10:30pm; June 15 visit began at 9:30pm and ended at 11:30pm. Whip-poor-will surveys were conducted according to Bird Studies Canada protocol utilized in the Ontario Whippoor-will Project (August 2010). Nighthawk surveys were conducted using protocols established by Bird Studies Canada for the other nightjar species surveyed. September 16 AF October 6, 16 AF Chimney swift swarming survey (dusk) Chimney swift swarming survey (dusk) Chimney Swift surveys were conducted using the monitoring protocol set out by Bird Studies Canada (March 2009). June 8, 2011 survey for potential habitat. Daytime breeding surveys conducted on June 2, 7, 17 and 23, 2010 and on June 14/15 and June 27, 2011. Late season survey occurred with 2 visits into Sept and Oct 2011 at dusk to detect potential swarming activity. AF – Allison Featherstone, LGL Limited LR – Lynette Renzetti, LGL Limited DS – Dave Smith, LGL Limited MK – Melissa Kiddie, LGL Limited DM – Dave Martin, subconsultant to LGL LW – Linda Wlardarski, subconsultant to LGL LGL Limited environmental research associates Page 6 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 2.3.1 Amphibians – Frog Calling A breeding amphibian survey was completed using the Marsh Monitoring Program (MMP) protocol established through the Canadian Wildlife Service (CWS) and Bird Studies Canada. The protocol uses aural surveys to detect the presence/absence of calling amphibians (frogs and toads). During April, May and early June many frogs become active, calling to establish breeding territories and mates. Under the MMP protocol, sampling is to occur at least 15 days apart, three times between April and July 5th, when minimum temperatures are 5 0C, 10 0C and 17 0C. Each survey event is to begin one half hour after sunset and end before midnight. A three (3) minute survey is conducted at each monitoring station with a 30 second delay to account for any disturbance (i.e., approaching the site). The following call level codes were assigned to all frog and toad species during the surveys, as per MMP protocol: Level 1-indicated individuals whose calls did not overlap such that calling individuals could be counted; Level 2-indicated calls of individuals with some overlap such that individuals could be estimated; and, Level 3-indicated when there was a continuous overlap of calls such that individuals could not be counted. An initial desk-top analysis of aerial photography identified natural features within the study area suitable for supporting viable amphibian populations, including meadow marsh, thickets, old field, woodlots and agricultural fields. LGL Limited completed frog call surveys on April 6, 2010; May 27, 2010 and June 28, 2010. The first two surveys in 2010 were conducted along roadsides incorporating a broader area, while the third survey focussed more on the features that had been identified as a result of the desktop analysis. Additional site investigations in early 2011 also contributed to confirming early spring calling species, including dates of April 6, 10, 15 and 16, and June 14 and 15, 2011. These surveys were supplemented by general observations of amphibian presence made during the wildlife field investigations in the project area. LGL Limited environmental research associates Page 7 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 2.3.2 Amphibians – Ambystomid Salamanders The area south of Stauffer Drive and east of Reidel Drive has been well studied for 7 years by other consulting firms in support of the Doon South community. During those studies, Jefferson salamander (Ambystoma jeffersonianum) was confirmed in the woodlots of Stauffer Woods and the woodlots south of Stauffer Drive and east of Reidel Drive, such that regulated habitat now exists for the salamander, including confirmed breeding ponds and also potential dispersal ponds. Due to the proximity of project commencement (April 21, 2010) to the timing of salamander breeding activity, LGL was unable to secure the permit required to use trapping methods for confirmation of breeding ponds within the study area in the spring of 2010. Instead, field investigations were limited to the identification of potential breeding ponds, visual searches for egg masses, and characterization of the habitat and ponds in the project area. In 2011, a permit under the Fish and Wildlife Conservation Act, 1997 and under the Endangered Species Act, 2008 was obtained to allow trapping of potential breeding ponds in the project area. In order to obtain the necessary approvals and permits, an animal care protocol was prepared and approved by the MNR Animal Care Committee. Ponds were selected for sampling in consultation with MNR. During consultation (Feb. 23, 2011) new information provided to the project team indicated that a pond previously identified as regulated had since been removed from regulations (Pond 7). An additional pond was identified as no longer in existence (Pond 12). Ponds that were permitted for sampling (Ponds 1 through 6) were trapped using proprietary trapping methodology between April 6 and April 16, 2011, targeting ideal weather conditions for detection of breeding Ambystomid salamanders. Additional trapping following similar protocols is planned for potential breeding ponds within the study area in 2012. 2.3.3 Reptiles Reptiles were documented through habitat searches in appropriate weather conditions including; wandering transects through representative habitat and visual searches with binoculars of potential basking sites of ponds; snakes were further documented by placing 48 cover boards (1m by 0.6m in size) in various locations (Figure 1) around the project area; and, through habitat searches in available habitat beneath debris or other cover materials. LGL Limited environmental research associates Page 8 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Background information from the Ministry of Natural Resources indicated that reptile species at risk may occur within the project area, including Blanding’s Turtle (Emydoidea blandingii). Effort was made to review potential habitat for this species with targeted searches during appropriate weather conditions. 2.3.4 Blanding’s Turtle At a meeting with MNR on January 18, 2012, the project team was informed that protocols for Blanding’s turtle were in development but not yet ready for release. Concurrently, habitat regulations under the ESA for this species are being written; a draft habitat regulation is anticipated for release on the Environmental Registry in February 2012. Also communicated was that non-handling methodology be employed to detect presence/absence of turtles, with basking surveys to be undertaken using binoculars within the following timeframes: March 15 to June 15; and, September 15 to October 15. These time frames are identified as the highest likelihood of detecting basking Blanding’s turtles. While the full protocol could not be provided to the project team, a review of field efforts against these general timing windows indicate that pond assessments and other field surveys were done in the time frame recommended for detecting this species. The draft protocol further requested a specific binocular strength and also temperature measures of air and water. As this was information was not available at the time of field investigations, these particular parameters were not adhered to. 2.3.5 Mammals Mammals were documented according to incidental sightings including sight, smell, scat, trails, tracks, dens, road kill or other evidence of presence within the project area. 2.3.6 Birds Breeding birds were surveyed according to the Ontario Breeding Bird Atlas Protocol, where 5 minute point counts were completed in representative habitat areas. In addition, all species observed were documented through area searches including potential breeding activity in the project area limits. Field dates of breeding bird surveys are outlined in Table 1 above. LGL Limited environmental research associates Page 9 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 In addition, chimney swift, whip-poor-will, and common nighthawk surveys following the Bird Studies of Canada protocols (or appropriate modifications of the protocols) were initiated on June 8, 2011 to determine the presence/absence of each of these species in the project area. A chimney swift habitat assessment (chimney assessment) was completed on June 8, 2011, while common nighthawk and whippoor-will surveys were targeted for the week of June 15th, 2011 to coincide with appropriate meteorological conditions to best detect these species. 2.3.7 Other Wildlife Additional wildlife, including odonates and butterflies, were documented as incidental encounters during other field visits. 3.0 RESULTS The following subsections provide a brief description of wildlife habitat and communities documented as a result of background review and field efforts to determine species presence/absence and habitat features. A detailed list of wildlife documented in the area is included in Appendix B. 3.1 AMPHIBIANS – FROG CALLING The calling amphibian species documented within the study area are considered common and widespread throughout Ontario (Appendix B). None of the species were identified as species of Special Concern, Threatened, Vulnerable or Endangered by the Ministry of Natural Resources (MNR) and the Committee on the Status of Wildlife in Canada (COSEWIC). Areas of abundant frog breeding were noted and these are further discussed in section 3.0. The portion of the Strasburg Road Extension study area associated with the Class Environmental Assessment incorporates the area west of Caryndale Drive, east and west of Reidel Drive and north of New Dundee Road. This area is comprised of agricultural fields, woodlands, and tributaries of Blair Creek. On April 6, 2010 roadside surveys identified spring peeper, wood frog and Northern leopard frog within this portion of the study area. General observations made during other wildlife surveys indicated that Eastern red-backed salamander, spotted salamander (Ambystoma maculatum), American toad, green frog, Northern leopard frog and wood frog (Rana sylvatica) are also found within this portion of the study area. Although background data (Ecoplans et al., 2008) included records for chorus frog (Pseudacris triseriata) within the Blair Creek corridor, this species was not detected during LGL field investigations. LGL Limited environmental research associates Page 10 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 3.1.1 Species at Risk No amphibian species at risk were documented by LGL Limited during the 2010/2011 field investigations. Egg masses of ambystomid salamander were documented in two areas east of the project area limits within existing regulated habitat in April 2010, as shown on Figure 1, and discussed further in Section 2.11. 3.2 AMPHIBIANS – AMBYSTOMID SALAMANDERS The Jefferson salamander, a type of ambystomid salamander, is considered endangered at a federal and provincial level. Provincially, it is regulated by the Endangered Species Act, 2007. Studies conducted to date by other project teams have documented Jefferson salamanders and regulated habitat in the southern project area limits and draft habitat regulation mapping indicated that regulated habitat occurs within the project area. Background data from secondary sources, as well as information from the Ministry of Natural Resources, were reviewed prior to field work conducted by LGL Limited, to determine the limit and extent of confirmed and potential salamander breeding habitat in the project area. In the absence of a permit to conduct trapping, LGL conducted 2010 field investigations to identify potential ponds and complete egg mass surveys (visually from the banks of ponds) in order to determine potential presence/absence of ambystomid salamanders in otherwise undocumented portions of the study area. Investigation of these areas continued in the spring of 2011 when trapping surveys were conducted (according to Permit #1062226 MNR Wildlife Scientific Collector’s Authorization and with a permit under the Endangered Species Act). Figure 1 displays the locations of ponds within the study area targeted by LGL for field investigations in 2010/2011 as discussed below and summarized in Appendix C. Salamander habitat and breeding ponds have been well documented in the vicinity of the project area by Ecoplans et al, and presented previously within supporting documents for the Stauffer Woods Subdivision Environmental Implementation Report (2008). While current work included some effort to identify and review ponds in the confirmed regulated habitat, searches for potential dispersal ponds, or previously undocumented ponds, were focused outside of the regulated limits and on ponds identified as ‘potential’ habitat for dispersal or breeding. During field investigations conducted in the spring of 2010, no egg masses were noted in areas outside of existing regulated habitat. Two egg masses were observed in ponds associated with the Blair Creek corridor and within the existing regulated habitat for Jefferson salamander on April 29, 2010. LGL Limited environmental research associates Page 11 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 It is current standard to confirm presence/absence of breeding salamanders through trapping, therefore, necessary permits were obtained from MNR to set traps at 6 ponds within the study area in the spring of 2011- Ponds 1 through 6. Standard trapping methodology was used for this effort, the details of which are typically not provided due to the high potential for poaching and interference (J. Bogart, pers. comm., 2007). Traps were set late in the evening and checked first thing in the morning, according to the permit conditions. Data recorded for salamanders found within the traps included specimen number, date, observer, pond number, trap number, length (snout to vent, and snout to tip), photo number and general comments regarding health or behaviour. Any incidental species found within the trap were also identified and documented in field notes, as summarized in Table 2. Ambystomid salamanders (spotted salamander- a common and secure species) were documented in Pond 1 pond during the breeding period. Numbers ranged from 1 to 5 individuals, and all within the same general area of the pond. No Jefferson salamanders or polyploids were captured during the 2011 trapping effort. Additional trapping surveys in potential breeding ponds within the study area will be conducted in 2012. Table 2: Results for trapping efforts at six ponds located within the project area targeted as potential breeding habitat for salamanders Date (trap set/ trap checked) April 6/7 April 10/11 April 15/16 April 16/17 Weather Pond 1 Pond 2 Pond 3 Pond 4 Pond 5 Pond 6 Evening temperature near 4°C. Rain earlier in day, fog. Very warm evening temperature (approaching 30°C with humidex). Evening temperature near 3C, cool and windy. Very cold evening. 1 YSSA Empty Empty Empty Float chewed Empty Float chewed Not trapped 5 YSSA Empty 2 leopard frogs Empty Empty Empty 3 traps Not trapped Not trapped Not trapped Not trapped Evening temperature near 8C. Calm winds. 3 YSSA Empty Empty Empty Empty 3 traps set: 1 catfish, 1 beetle Snapping turtle observed (injured and dying) Empty Nothing caught YSSA- Spotted salamander (Ambystoma maculatum) Pond locations shown on Figure 1. LGL Limited environmental research associates Page 12 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife 3.3 September 2013 Project No. TA4907 REPTILES Reptiles documented within the project area by LGL Limited in 2010 included common and secure garter snake (Thamnophis sirtalis), Dekay’s brown snake (Storeria dekayi), and painted turtle (Chrysemys picta marginata) (Appendix B). 3.3.1 Species at Risk A landowner at New Dundee Road just east of Reidel Drive reports Milksnake in his log cabin home with stone foundation (reportedly built in the late 1800’s) and in the adjacent buildings as recently as 2009. An occurrence was documented by LGL in 2009, just north of the EA study area. Milksnake is a species of special concern provincially and federally. Suitable habitat is present within the EA project area. The landowner of the Farm B&B at 500 Stauffer Drive reports having observed snapping turtle, a species of special concern to COSEWIC, within the pond on her property. This was confirmed by LGL in April 2011. No suitable habitat for Blanding’s turtle (Emydoidea blandingii) or individuals of the species, a provincially and federally threatened species, was previously documented by other consulting firms in the project area (including in areas where multi-year studies have occurred) or during the 2010-2011 surveys conducted by LGL Limited. Ponds are present, but are small, shallow and with limited submergent vegetation. The closest known occurrence for Blanding’s turtle is within the Huron Natural Area ponds. No ponds of similar size occur within the project area limits. The turtle species confirmed in the EA project area are painted turtle and snapping turtle. Based on information provided to the project team on January 18, 2012, an updated protocol for presence/absence surveys of Blanding’s turtle is anticipated for release in the near future by the MNR. Although this protocol has not yet been publically released, MNR did share information regarding the general timing windows and methodologies with the project team at that time. LGL has reviewed the field visits completed in the project area in 2010/2011and compared the timing and general conditions of the surveys to those considered by MNR to be appropriate for determination of Blanding’s turtle presence/absence. Field visits were conducted by biologists as part of standard protocols and specific tasks, such as salamander trapping. Field staff documented incidental sightings and were aware of the potential for Blanding’s in the project area during the field investigations. As a result, numerous field investigations were completed that would be considered seasonally appropriate for presence/absence surveys; however, surveyors did not record water temperature readings as suggested in MNR’s draft protocol. Also, because some of the field effort was focused on surveys of salamanders, not all visits were conducted during weather conditions considered to be most appropriate by MNR protocol for basking LGL Limited environmental research associates Page 13 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 activity. Notwithstanding, 2 turtle species were documented during these visits, and as many as 7 visits were completed in and around ponds during the appropriate timing windows. Of note, both painted and snapping turtle were confirmed during weather conditions when salamander trapping was conducted (which is not considered ideal for detection of Blanding’s turtle according to the MNR protocol). Table 3 summarizes LGL’s field effort for the project area along with the associated relevance of each effort to MNR’s unpublished, draft protocol for presence/absence surveys of Blanding’s turtle, as described in personal communication on January 23, 2012. Much of the effort included surveys for amphibians in and around ponds that turtles might utilize. Shaded cells indicate where appropriate timing windows were targeted. Table 3: Summary of field efforts with respect to Blanding’s turtle Date 2010 Focus of field efforts April 6 Frog monitoring/reconnaissance April 16 Frog monitoring April 21, 22, 23, 24, 25, 29 May 21 Frog monitoring, amphibian surveys, early reptile surveys for hibernacula, turtle basking, egg mass surveys Frog monitoring May 27 Frog monitoring June 2 Breeding birds June 3 General wildlife surveys including cover boards and target cover searches. Breeding birds June 7 June 11 June 17 General wildlife surveys (cover boards, cover searches) Breeding birds June 23 Breeding birds June 28 Frog monitoring July 22 July 26 July 29 Targeted basking surveys for turtles Targeted basking surveys for turtles Targeted basking surveys for turtles August 26 General wildlife (cover boards, cover searches) LGL Limited environmental research associates Relevance to Blanding’s turtle presence/absence survey protocol During appropriate timing window. Showers, Daytime high of 11°C Evening surveys, not ideal for targeting turtles. Evening surveys, not ideal for targeting turtles. Evening surveys, not ideal for targeting turtles. Evening surveys, not ideal for targeting turtles. During appropriate timing window. Clear, morning temperatures of 1524°C. During appropriate timing window. Clear, daytime high of 20°C. During appropriate timing window. Clear, daytime high of 18°C. During appropriate timing window. Clear, daytime high of 25°C. Incidentally documented painted turtle, though survey not focused on ponds. Incidentally documented painted turtle, though survey not focused on ponds. Clear, morning temperatures of 13-20°C. Evening surveys, not ideal for targeting turtles. Outside of appropriate timing window included in draft Blanding’s turtle presence/absence protocol, as communicated by MNR. Outside of appropriate timing window. Page 14 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife 2011 3.4 September 2013 Project No. TA4907 Date Focus of field efforts April 6/7, 10/11, 15/16, 16/17 Salamander surveys (setting and checking traps) June 2 Monitoring of ponds, general wildlife June 8 Chimney swift survey June 14, 15 Whip-poor-will/ Nighthawk Survey June-August 2011 Additional chimney swift, whip-poorwhil and common nighthawk survey presence/absence effort. Relevance to Blanding’s turtle presence/absence survey protocol Within appropriate timing window but targeting wet weather events, however 4 basking painted turtles and snapping turtle early emergence were confirmed in a single visit.. During appropriate timing window. Clear, daytime high of 17°C. During appropriate timing window, focus on B&B Pond. Clear, daytime high of 31°C. Evening surveys, not ideal for targeting turtles. Not focused on ponds. MAMMALS A total of 16 mammal species were documented in the project area during 2010 surveys and those previously completed by other project teams; 5 of which were confirmed by LGL Limited in 2010/2011 field efforts (Appendix B). All of these mammals are common and secure in Ontario, and include species that are tolerant of human presence and disturbance, commonly found in urban and urbanizing landscapes. Not included on the list is black bear (Ursus americanus), which was reported towards New Dundee as an incidental observation during 2010. This species is not expected to regularly inhabit the urban fringes of the City, but may occur as a rare visitor, as reported in 2010. It was not confirmed within the project area during 2010 or 2011. No areas of sensitive mammal habitat, such a deer overwintering yards were documented in the project area; however, deer overwintering habitat is reported in areas downstream of Dodge Drive (Ecoplans et al. 2008). 3.4.1 Species at Risk No mammal species at risk or potential habitat were documented in the project area. LGL Limited environmental research associates Page 15 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife 3.5 September 2013 Project No. TA4907 BIRDS A total of 92 bird species were documented in the project area during 2010 breeding bird surveys and as incidental records during other wildlife surveys. All but 1 species confirmed breeding in the project area are considered secure and common in Ontario. Twenty six (26) are considered Regionally Significant in Waterloo Region. Area sensitive species include whip-poor-will (Caprimulgus vociferous), brown creeper (Certhia americana), pine warbler (Dendroica pinus), black-throated green warbler (D. virens), pileated woodpecker (Drycopus pileatus), hairy woodpecker (Picoides villosus), ovenbird (Seiurus aurocapilla), American redstart (Setophaga ruticilla) and white-breasted nuthatch (Sitta carolinensis). Area sensitive bird species habitats typically coincide with interior habitat 100m in from forest edges. Not all of the area sensitive species documented were confirmed as breeders for the project area; specifically whip-poor-whil was deemed to be a migrant given the very early timing of its occurrence. 3.5.1 Species at Risk Whip-poor- whil, was documented on April 29, 2010 and given the time of year of the observation was presumed to be a migrant. Subsequent targeted surveys for whip-poor-will did not detect breeding activity. The recently uplisted barn swallow (threatened) was confirmed at the B&B property including the house and barn structures. It forages in much of the open area within the project area. Background information obtained from the MNR Natural Heritage Information Centre Database (before transitioning to the new biodiversity database) reported Cerulean Warbler south and east of the project area near Roseville Swamp PSW. However, suitable habitat is very limited to non-existent with the project area limits, as no super canopy white oak type habitat feature is present. This species was not documented in the project area during 2010 field investigations or through a review of background documentation. 3.6 OTHER A total of 27 invertebrate species are documented for the project area, of which all but one are considered common and secure in Ontario. LGL Limited environmental research associates Page 16 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 3.6.1 Species at Risk A single species at risk was identified for invertebrates documented in the project area, namely the Monarch (Danaus plexippus), a species of Special Concern federally and provincially. 3.7 SPECIES AT RISK SCREENING SUMMARY (MNR LIST) Based on communication to the project team from the MNR (Appendix A), a short list of wildlife species at risk were assessed as potentially occurring in the project area. This list has been shortened below to address only the wildlife species. All species were considered in review of background documentation in the project area. Additional field studies, where warranted, were completed as part of the determination of potential presence/absence of each species, as summarized below in Table 4. Two species have been subsequently added, reflecting new listing as Threatened under the ESA (barn swallow and Eastern meadowlark). Table 4: Region of Waterloo Known Species-at-Risk (as provided by MNR June 24, 2010) Species Endangered Species Acadian Flycatcher Habitat Description A songbird that requires large tracts of mature, shady, maple-beech forest (www.rom.on.ca) American Badger Remnant tallgrass prairie species, sand barrens, farmland (www.rom.on.ca). Henslow's Sparrow (Historical - no recent records) Old field, pastures and wet meadows (www.rom.on.ca). Jefferson Salamander Confirmed habitat in the project area, and existing habitat regulated under the ESA occurs in the project area. Known areas of breeding habitat are near Lindsay, Kingston and Ottawa. Prefer short grasses; utilize thorny trees for feeding/impaling food. Loggerhead Shrike (Historical - no recent records) LGL Limited environmental research associates How addressed during project work Results Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). Prairie habitat not present in project area. During general wildlife surveys in the project area field crew documented the presence of any potential den sites. Large patches of suitable habitat not presence in project area. Breeding bird surveys to detect potential presence/absence. Visual searches for egg masses in spring 2010, trapping in spring under ESA permits. Not detected Habitat not present in study area Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). Not detected Not detected Not detected. Not detected by LGL Limited. Page 17 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Species Northern Bobwhite (Historical - no recent records) Threatened Species Blanding's Turtle Bobolink Habitat Description Results Breeding bird surveys and area searches to detect potential presence/absence (dates and protocols used included in Table 1). Not detected Lakes, streams, and wetlands, shallow wetland areas with abundant vegetation (www.rom.on.ca). Hay fields and tall grasses. Ponds were searched during optimal weather conditions to detect presence absence of basking turtles. Not detected. Habitat not present in project area. Meadow patches were included in area searches for breeding birds. Agricultural fields within the project area are planted with corn. No bobolink documented during breeding bird survey or in background studies. Surveys for potential suitable chimneys, presence/absence of swifts. Breeding bird surveys to detect potential presence/absence(dates and protocols used included in Table 1). Wetland habitat in the project area is not of the size expected to support this species. Breeding bird surveys to detect potential presence/absence. Aquatic habitat of this type is not present in the project area. Not detected. Targeted whip poor whil surveys in June 2011 during appropriate conditions. Targeted breeding bird surveys. Not detected. Tree cavity nester in natural habitat. Typically nests in chimneys or other manmade structures. Least Bittern Large, quiet marshes (www.rom.on.ca) Queen Snake Aquatic snake that lives in clear, small rivers with good rock cover and abundant prey (crayfish) (www.rom.on.ca) Mix of open and forested areas. Barn Swallow (uplisted in December 2011)** How addressed during project work Edge and grassland habitat, including non-intensively farmed habitat (www.rom.on.ca) Chimney Swift Whip-poor-will September 2013 Project No. TA4907 Barn swallows are aerial insectivores that utilize manmade structures for nesting. Recently identified as Threatened by COSSARO. LGL Limited environmental research associates Not detected. Not detected. Not likely to be found in project area due to lack of suitable habitat. Confirmed. Observed nesting on the B&B property house and barn structure, and foraging in open areas in the project area. Page 18 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Species Eastern Meadowlark (uplisted in December 2011)** Special Concern Species Bald Eagle Black Tern Cerulean Warbler Habitat Description How addressed during project work Results A medium sized songbird/grassland bird was recently identified as Threatened by COSSARO. Targeted breeding bird surveys (dates and protocols used included in Table 1). Meadow patches were included in area searches for breeding birds. Not detected. Large water bodies or riverine systems. They build large, obvious stick nests. Cattail marshes, often of large size. Large, undisturbed tracks of mature, semi-open deciduous forest. Likely to visit the project area given the close proximity of the Grand River. Not suitable habitat in the project area. Some habitat present in project area, but better habitat and reported presence of species in large habitat units outside of project area. Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). Habitat present in project area and species confirmed close to project area. Landowner reports records of this species in their log cabin home (>100year old home) on New Dundee Road. Breeding bird surveys to detect potential presence/absence including surveys during evening hours to detect foraging individuals (dates and protocols used included in Table 1).. Area searches in wetland habitat. Not detected. Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). Not detected. Milksnake A habitat generalist, often found near farm buildings. Common Nighthawk Open and semi-open areas such as farmland, woodlands, clearcuts, burns, rock outcrops, bogs, fens, prairies, gravel pits and urban rooftops (www.rom.on.ca) Eastern Ribbonsnake Usually close to water, marshes; hunts frogs and small fish. Mature and deciduous forest, and in ravines (www.rom.on.ca). Hooded Warbler September 2013 Project No. TA4907 LGL Limited environmental research associates Not detected. Not detected. Not detected, possibly present. Not detected. Not detected. Page 19 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Species Habitat Description Louisiana Waterthrush Steep, forested ravines with fast-flowing streams (www.rom.on.ca) Monarch Found where there are milkweed plants and wildflowers (www.rom.on.ca) Large lakes and rivers, often bask together (www.rom.on.ca). Northern Map Turtle Snapping Turtle Large freshwater turtle, in a variety of aquatic habitat. Yellow-breasted Chat (Historical - no recent records) Thickets and scrub habitat. September 2013 Project No. TA4907 How addressed during project work Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). Present in project area. No suitable habitat present. All ponds and wetland habitats were part of area searches for detection of turtles. Detected in pond at B&B property. Results Not detected. Present in project area. Not detected. Confirmed in project area in agricultural dug pond. Not detected. Breeding bird surveys to detect potential presence/absence (dates and protocols used included in Table 1). **Not on list provided by MNR in June of 2010, but added to screening list due to status change in late 2011. 4.0 EVALUATION OF SIGNIFICANT WILDLIFE HABITAT As defined in the Significant Wildlife Habitat Technical Guide, wildlife habitat is considered significant where it is: “ecologically important in terms of features, functions, representation or amount, and contributing to the quality and diversity of an identifiable geographic area or Natural Heritage System.” (OMNR 2000). An evaluation of significance has been completed for natural features identified as wildlife habitat within the project location through background review and site investigation, to determine if the wildlife habitat is significant in accordance with the criteria from the Significant Wildlife Habitat Technical Guide (SWHTG) and the draft addendum schedules. LGL Limited environmental research associates Page 20 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 As part of the screening for the presence of significant habitat, criteria from the SWHTG draft addendum schedules for Ecoregion 6E were used to determine if any of the wildlife habitat types present within the project study area met the criteria to be considered as significant. The categories for significant wildlife habitat (SWH) are typically considered to be: Season Concentration Areas; Rare vegetation communities; Specialized habitat; Habitat of species of conservation concern; and, Animal movement corridors. LGL Limited has not conducted an analysis of rare vegetation communities as it is outside the scope of our work. SNC Lavalin Inc. provided shapefiles of the vegetation communities to LGL that were used as part of the SWH evaluation. A table and map of this Ecological Land Classification (ELC) data used in the evaluation is provided in Appendix D. 4.1 SEASONAL CONCENTRATION AREAS Seasonal concentration areas are areas where wildlife species may gather in large numbers, often on an annual and/or seasonal basis. An evaluation summary is included in Table 5. The only Candidate SWH that has been identified is amphibian breeding habitat for both woodland and wetland. It is likely that pond and wetland features in the project area may be used in some or most years by several of the listed criteria species. Of note, a single pond was confirmed as used during breeding season by spotted salamander (Ambystoma maculatum). Small numbers of individuals (up to 5) were captured in the wetland referred to as Pond 1 on Figure 1 LGL Limited environmental research associates Page 21 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Table 5 Evaluation Summary for Seasonal Concentration Areas Wildlife Habitat ELC Ecosite Codes Waterfowl Stopover Areas (terrestrial) CUM1 Waterfowl Stopover Areas (aquatic) MAM1 MAM2 MAM3 CUT1 MAM4 MAM5 MAM6 MAS1 MAS2 MAS3 SAS1 SAF1 SAM1 Colonial Nesting SWD1 SWD3 BLO1 BLS1 BLT1 CLO1 CLS1 CLT1 CUM1 CUS1 CUT1 ELC present in Study Area (Unit # from Appendix D) 30 33 47 28 34 38 None None 29 31 32 37 40 41 46 None None None None None 5 8 18 24 25 26 48 None None 0 39 None None None None None None None None 30 33 47 None 28 34 38 LGL Limited environmental research associates 1 Criteria Evidence of annual spring flooding from melt water or run-off within these ecosites. 100 or more of any one listed species and 2-3 birds/ha for 7-20 days. If sedge wren, marsh wren, sandhill crane, yellow rail, black tern present refer to criteria1 Annual use of habitat is documented from information sources or field studies. 100 or more of any one listed species and 2-3 birds/ha for 7-20 days. Eroding banks, sandy hills, pits, steep slopes, rock faces or piles within these ecosites. Any exposed soil banks, undisturbed or naturally eroding for 10 years or more, not including man-made structures or recently (<2 years) disturbed soil areas, such as berms, embankments, or soil or aggregate stockpiles. Habitat Characteristics related to Criteria None of the indicator bird species for significant wildlife have been found in the study area, nor are birds present in numbers that would suggest these meadow/thicket areas are used for stopover purposes. Candidate Significant Wildlife Habitat (yes/no) No The marsh/swamp habitats within the study area were generally small. Birds were not documented in the numbers to indicate these areas are used for stopover purposes, nor were any documented in meetings with the District MNR or in background reports reviewed. No Although cliff swallow and barn swallow were documented in the 2010 breeding bird survey conducted in the area by LGL, no natural habitat in the form of large cliffs, or steep eroding banks to support colonial nesting sites exists in the project area. These species were observed in small numbers, and are likely using man-made structures, such as barns, to nest in the area. No Page 22 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Wildlife Habitat Shorebird Migratory Stopover Area Songbird Migratory Stopover Area Raptor Wintering ELC Ecosite Codes BBO1 BBO2 BBS1 BBS2 BBT1 BBT2 SDO1 SDS2 SDT1 MAM1 MAM2 MAM3 MAM4 MAM5 COM FOC FOD SWC SWM SWD CUM CUS1 CUT CUW FOC FOD FOM ELC present in Study Area (Unit # from Appendix D) None None None None None None None None None None None 29 31 32 37 40 41 46 None None None None 1 7 20 23 42 43 45 50 None 6 49 30 33 47 None 28 34 38 2 None 1 7 20 23 42 43 45 50 None LGL Limited environmental research associates September 2013 Project No. TA4907 Candidate Significant Wildlife Habitat (yes/no) No Criteria Habitat Characteristics related to Criteria Presence of 3 or more of listed species and > 1000 Shorebird Use Days during spring or fall migration period, or any site with >100 Whimbrel used for 3 years or more would be considered significant. Wetlands in the study are not of adequate size for use as a stopover area. Shorebirds were not documented in the study area in numbers that would suggest the study area includes a migratory route, nor were any such routes identified in consultation with the District MNR. Woodlots need to be >10 ha in size and within 5 km of Lake Ontario. The project area is not located within 5 km of Lake Ontario. No Raptor Wintering sites need to be > 20ha with a combination of forest and upland. None of the adjacent forest and upland areas are > 20 ha. In consultation with the Guelph MNR biologist no raptor wintering habitat was identified, nor was there any indication of such habitat or associated species documented in any of the background studies reviewed. No 1 Page 23 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Wildlife Habitat ELC Ecosite Codes Bat Hibernacula CCR1 CCR2 CCA1 CCA2 Butterfly Migratory CUM CUP CUS CUT FOC FOD Snake Hibernacula FOM Existence of rock piles or slopes, stone fences, and crumbling foundations would identify Candidate SWH. ELC present in Study Area (Unit # from Appendix D) None None None None 30 33 47 3 27 44 51 None 28 34 38 None 1 7 20 23 42 43 45 50 None Small rock piles are present along fence lines in the study area, as are a few crumbling foundations. LGL Limited environmental research associates September 2013 Project No. TA4907 Criteria1 Habitat Characteristics related to Criteria Candidate Significant Wildlife Habitat (yes/no) No Maternal colonies can be found in tree cavities, vegetation and often buildings. Any colony with wintering Eastern Small-footed Myotis, or any site with two more species hibernating together, is to be considered significant. A butterfly stopover area will be a minimum of 10 ha in size with a combination of field and forest habitat present, and will be located within 5 km of Lake Ontario. Bat monitoring studies were not completed. No evidence of bat concentrations or known areas of bat concentration reported for the project area. Ontario's Renewable Energy Atlas documents Guelph as known bat hibernacula in closest proximity to the study area. The project area is not located within 5 km of Lake Ontario. No Observation of congregations (5+) of snakes on sunny warm days in the spring or fall. Cover boards were placed in areas of potential habitat. Individual snakes were observed in the study area on occasion (brown snake and eastern gartersnake); however, no congregations of snakes or hibernacula were identified in field visits to the area. No hibernacula were identified by landowners, MNR District staff, or in any of the background reports reviewed for the study area. No Page 24 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Wildlife Habitat Colonial Nesting Bird Breeding Habitat (tree/shrub) Colonial Nesting Bird Breeding Habitat (ground) ELC Ecosite Codes SWM2 SWM3 SWM5 SWM6 SWD1 SWD2 SWD3 SWD4 SWD5 SWD6 SWD7 FET1 Any (rocky) island or peninsula (natural or artificial) within a lake or large river. Deer Wintering Areas as identified by MNR Amphibian Breeding Habitat (woodland) FOC FOD FOM SWC SWM SWD ELC present in Study Area (Unit # from Appendix D) None None None 6 None 49 None None None None None None None 1 7 20 23 42 43 45 50 None None 6 49 LGL Limited environmental research associates September 2013 Project No. TA4907 Criteria1 Habitat Characteristics related to Criteria Candidate Significant Wildlife Habitat (yes/no) No Presence of 5 or more active nests of any of the listed species. Ponds and wetlands were visited on several occasions in the spring for monitoring of amphibians. No heron or egret nesting sites were observed during those site visits. Nesting colonies are on islands or peninsulas associated with open water. Open water within the study area is not of adequate size to support colonies of nesting birds. No No deer wintering areas were identified in the project area in consultation with the MNR District Biologist Monitoring of amphibians by LGL Limited in spring of 2010/11 identified spring peeper, green frog, northern leopard frog, wood frog, gray tree frog, American toad, Eastern red-backed salamander, and spotted salamander within the study area. No Presence of a wetland, lake, or pond within or adjacent (within 120m) to a woodland (no minimum size), presence of breeding population of 1 or more of the listed species with at least 20 individuals (adults, juveniles, eggs/larval masses). Yes - these coincide with pond and wetland habitat identified in the project area. The only pond sampled with confirmed ambystomid salamanders in appropriate habitat during breeding season is Pond 1 on Figure 1. Page 25 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 ELC present in Candidate Study Area Habitat Characteristics Significant Criteria1 (Unit # from related to Criteria Wildlife Appendix D) Habitat (yes/no) Amphibian MAM1 None Presence of breeding Monitoring of amphibians by Yes, wetland Breeding population of 2 or LGL Limited in spring of pockets are used MAM2 None Habitat more of the listed 2010/11 identified spring by several MAM3 29 (wetland) species with at least 20 peeper, green frog, Northern species at 31 breeding individuals leopard frog, wood frog, various times of 32 (adults, juveniles, Eastern red-backed the year. 37 eggs/larval masses) or; salamander, and spotted 40 any wetland with salamander within the study 41 confirmed breeding by area. 46 American Bull Frogs. MAM4 None MAM5 None MAM6 None SAS1 None SAF1 None SAM1 0 39 SWT1 None 1. Criteria are summarized from Ministry of Natural Resources (MNR) (January 2009 Working Draft) Significant Wildlife Habitat Ecoregion Criteria Schedules Addendum to Significant Wildlife Habitat technical Guide. Please refer to the full schedule for full text of criteria. Wildlife Habitat 4.2 ELC Ecosite Codes SPECIALIZED HABITAT FOR WILDLIFE The MNR (2000) identifies specialized habitat for wildlife as: Areas that support species with highly specific habitat requirements; Areas with high species diversity or community diversity; and, Areas that provide habitat that are significant to species’ survival. An evaluation summary of specialized habitat for wildlife is provided in Table 6. The only candidate SWH that was identified is the bed and breakfast pond, where early 2011 surveys confirmed the presence of snapping turtle. The pond is deep, supports fish, and would provide suitable overwintering habitat for snapping turtle and potentially other turtle species. LGL Limited environmental research associates Page 26 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Table 6: Summary of Evaluation of Specialized Habitat for Wildlife Specialized Wildlife Habitat Waterfowl Nesting Habitat Osprey Nesting, Foraging and Perching Habitat ELC Ecosite Codes Upland habitat adjacent to MAS, SAS, SAM, SAF, MAM, SWT, SWD ELC present in Study Area (Unit # from Appendix D) Numerous Forest communities directly adjacent to large water bodies. LGL Limited environmental research associates Criteria 1 A waterfowl nesting area extends 120 m from a wetland (> 0.5 ha) or a cluster of 3 or more small (<0.5 ha) wetlands within 150 m of each other where waterfowl nesting is known to occur. Presence of 3 or more nesting pairs for listed species (except Mallard), or 10 or more nesting pairs for listed species including Mallard. Presence of 1 or more active Osprey nests. Survey all forested land adjacent to a lake, pond, wetland 10 ha or greater in size, and all islands. Nests located on manmade objects are not to be included as SWH. Habitat Characteristics related to Criteria Potential habitat within the project area consists of small ponds. No sites of waterfowl nesting were observed in the vicinity of these ponds during monitoring of wetlands. Of the listed waterfowl species, only Mallard was observed during breeding bird studies conducted by LGL in 2010 in the property east of Reidel Drive, between Stauffer Drive and New Dundee Road. One incidence of wood duck was documented in 2005-2007 background studies conducted by other consulting firms in the same area. Breeding evidence for wood duck was determined as ‘possible’ within that study (Ecoplans Ltd, June 2008). No wetlands in study area > 10 ha. Candidate Significant Wildlife Habitat (yes/no) No No Page 27 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Specialized Wildlife Habitat Woodland Raptor Nesting Habitat ELC Ecosite Codes FOM FOC FOD SWC SWM SWD CUP3 Turtle Nesting and Overwintering Areas BOO1 FEO1 MAM1 MAM2 MAM3 MAM4 MAM5 MAM6 SAS1 SAF1 SAM1 ELC present in Study Area (Unit # from Appendix D) None None 1 7 20 23 42 43 45 50 None 6 49 3 27 44 51 None None None None 29 31 32 37 40 41 46 None None None None None 0 39 LGL Limited environmental research associates September 2013 Project No. TA4907 Criteria1 All natural or conifer plantation forest stands >10 ha in size. Presence of 1 or more active nests from species list. Sand and gravel beaches adjacent to undisturbed shallow weedy areas of marshes, lakes, and rivers that provide sand and/or gravel that turtles are able to dig in. Overwintering sites are permanent water bodies, large wetlands, and bogs or fens with adequate dissolved oxygen. Presence of turtles breeding or over-wintering of 1 or more of the listed species and with 5 or more individuals identified as breeding or overwintering Habitat Characteristics related to Criteria Unit #42 is the only ELC ecosite > 10 ha (Appendix D). This predominately maple beech forest was surveyed during the spring of 2010 and 2011. Of the listed species none were observed during breeding bird surveys conducted in the area by LGL Ltd. in 2010. Cooper's Hawk was documented in background reports in edge areas bordering the Blair Creek valley (ESPA33) east of the project area. No woodland raptor nesting habitat was identified within the project area by MNR District staff. Painted turtle and snapping turtle were documented in the project area by LGL Limited. No turtle nesting sites were documented. Potential overwintering sites include the large, dug agricultural pond at the B&B property. Candidate Significant Wildlife Habitat (yes/no) No Yes, Candidate SWH at the B&B Pond. Page 28 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Specialized Wildlife Habitat Seeps and Springs 1. 4.3 ELC Ecosite Codes ELC present in Study Area (Unit # from Appendix D) Seeps/Springs are areas where ground water comes to the surface. September 2013 Project No. TA4907 Criteria1 Presence of a site with >2 seeps/springs confirmed by studies should be considered SWH. The seeps/springs will be present even during dry summers. Habitat Characteristics related to Criteria No areas of seeps or springs were noted, although diffuse groundwater input occurs throughout the wetlands and watercourses in the headwater area of Blair Creek. Candidate Significant Wildlife Habitat (yes/no) No Criteria are summarized from Ministry of Natural Resources (MNR) (January 2009 Working Draft) Significant Wildlife Habitat Ecoregion Criteria Schedules Addendum to Significant Wildlife Habitat technical Guide. Please refer to the full schedule for full text of criteria. HABITAT OF SPECIES OF CONSERVATION CONCERN Species listed as Special Concern (SC) provincially, species that are considered rare/declining or are a specially considered species are used to identify SWH for species of conservation concern. This excludes habitat of species that are designated as Threatened or Endangered, as their habitat is considered under separate policies. Three species have been identified in the project area that is designated as SC- snapping turtle, milksnake and monarch. An evaluation summary of the habitat for species of SC is provided in Table 7. Snapping turtle has been confirmed in the bed and breakfast pond and the pond is identified as Candidate SWH. Milksnake has not been confirmed in the project area, although has potential to occur and is reported by a local resident in the basement and main floor of their century home. Milksnake is a habitat generalist species that is often found near buildings or residences including barns, sheds, debris piles, old foundations and basements of homes. Other natural and semi-natural features in the project area may serve as forage, movement, and breeding habitat. A specific habitat is difficult to delineate for this species, and no specific habitat has been identified for Candidate SWH. The Monarch Butterfly (Danaus plexippus) can be found in Ontario wherever there are milkweed plants for its caterpillars and wildflowers for a nectar source. Monarchs are often found on abandoned farmland and roadsides, but also in city gardens and parks. Although Monarch Butterflies are a Special Concern Species, there is no formal protection for this species in Ontario. Among the key management strategies identified to protect the Monarch Butterfly in Ontario is the need to protect milkweed patches through removal from the Noxious Weed Act. Monarch were observed in the project area; however, no monarch caterpillar were observed. No areas of concentrated milkweed patches were noted. No areas have been delineated as Candidate SWH for Monarch. LGL Limited environmental research associates Page 29 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Table 7: Summary of Evaluation of Habitat of Species of Conservation Concern Wildlife Special Concern and S1S3 Species ELC Ecosite Codes consider all element occurrences from NHIC Species of Special Concern Milksnake Criteria1 Habitat Characteristics related to Criteria When an element occurrence is identified for a Special Concern or rare species, mapping of the habitat on the site needs to be completed to ELC Vegetation Type Milksnake is reported by a landowner at New Dundee Road, however has not been confirmed in the EA study area by LGL Limited. The habitat in the study area reasonable and likely to support Milksnake. However, as a habitat generalist, specific habitat areas are difficult to prescribe. High potential exists around old farm buildings, but all areas of intervening habitat may be expected to be utilized. Snapping turtle has been confirmed in the dug agricultural pond at the B&B property. It is likely that this pond also provides suitable overwintering conditions for this species. Monarch butterfly is observed frequently throughout southern Ontario. Larvae utilize milkweed. Milkweed is present in many areas of the project limits - along road edges, edge of farm fields, woodlot edges, within cultural meadows and as part of the ground cover in hedgerows. No areas of monarch concentration or areas of concentrated milkweed are identified in the project limits. Snapping Turtle Monarch 1. Candidate Significant Wildlife Habitat (yes/no) No - not confirmed. Potential for SWH. Yes - Candidate SWH No - not confirmed. Potential for SWH. Criteria are summarized from Ministry of Natural Resources (MNR) (January 2009 Working Draft) Significant Wildlife Habitat Ecoregion Criteria Schedules Addendum to Significant Wildlife Habitat technical Guide. Please refer to the full schedule for full text of criteria. LGL Limited environmental research associates Page 30 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife 4.4 September 2013 Project No. TA4907 ANIMAL MOVEMENT CORRIDORS Animal movement corridors can occur at various scales, from deer moving between summer and winter grounds across a landscape, to amphibians moving between breeding habitat and feeding areas within a single vegetation unit. No large scale animal movement corridors for species such as deer have been identified through a review of background documentation, consultation with MNR and field work conducted to date. The area does not contain large valleys or ridges that would also serve to concentrate animal movement. And as a result, movement corridors are considered to be local and resident animal movement, and in particular amphibian movement from upland habitat to breeding habitat are considered to be significant in the project area. An evaluation summary of animal movement corridors is provided in Table 8. It is anticipated that amphibians will move from the mosaic of contiguous natural and semi-natural communities to the various breeding habitat patches. It is likely that some individuals cross agricultural fields, roadways and laneways between habitat patches. A polygon has not been assigned to these movement corridors. Should proposed road alternatives cross natural or semi-natural features, there is potential for impacting movement and/or dispersal corridors, including those of the Jefferson salamander. Suitable mitigation measures will need to address any potential for impacting movement corridors. Table 8: Summary of Evaluation of Animal Movement Corridors Habitat ELC Ecosite Codes ELC present in Study Area (Unit # from Appendix D) Criteria1 Habitat Identified within Study Area related to Criteria Amphibian Movement Corridors Not ELC specific, movement corridors between breeding habitat and summer habitat. n/a Movement corridors must be determined when Amphibian breeding habitat is confirmed as SWH. Breeding Habitat in the form of woodlands and wetlands is identified in Table 5 as Candidate Significant Wildlife Habitat. Deer Movement Corridors Movement corridor between summer and winter range, typically follow riparian areas, woodlots and/or physical geography. n/a A deer yard identified by an OMNR office as SWH will have corridors that the deer use during fall migration and spring dispersion. No deer wintering areas or associated movement corridors were identified in consultation with the MNR District Biologist LGL Limited environmental research associates Candidate Significant Wildlife Habitat (yes/no) Yes- it is anticipated that much of this habitat is included in the Jefferson salamander regulation limits. No Page 31 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Habitat Bat Migration Corridors ELC Ecosite Codes September 2013 Project No. TA4907 ELC present in Study Area (Unit # from Appendix D) n/a Candidate Significant Wildlife Habitat (yes/no) Specific bat monitoring studies not completed. No evidence of bat concentrations or known areas of bat concentration reported for the project area. No Features such as valleys, forested ridges, or coastlines that may funnel or concentrate animal movement are not present in the project area. Criteria are summarized from Ministry of Natural Resources (MNR) (January 2009 Working Draft) Significant Wildlife Habitat Ecoregion Criteria Schedules Addendum to Significant Wildlife Habitat technical Guide. Please refer to the full schedule for full text of criteria. 1. No specific ELC types, sites directly on shores of large lakes or areas of high elevation are possible corridors. Criteria1 Habitat Identified within Study Area related to Criteria A corridor is considered significant if > 100 individuals of a listed species or > 200 individuals of all species combined are identified during a spring or fall migration period. 5.0 SUMMARY The information provided herein summarizes the results to date of background review and field investigations of wildlife habitat and communities within the EA portion of the project area. Wildlife documented to date in the project area comprises a mix of highly tolerant urban species, with a few area sensitive bird species and notably the Jefferson salamander and the associated regulated habitat. The evaluation of SWH provides information on components of the natural heritage system within the study area that must be assessed against transportation alternatives that are developed as part of the EA process. For the purposes of the EA, the inventory and the habitat will be used to evaluate the features in terms of their importance using criteria for assessing SWH developed by the MNR. Of these, the following meet the criteria for significance: Woodland breeding amphibian habitat; Wetland breeding amphibian habitat; The movement corridors associated with the above; and, Turtle overwintering habitat. LGL Limited environmental research associates Page 32 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 New wildlife species at risk documented during the 2010 field investigations included monarch, a species of special concern provincially and federally and barn swallow (recently uplisted Provincially as a threatened species). Landowners in the project area report the presence of snapping turtle (confirmed in 2011) and milksnake, both species of special concern Provincially and Federally. LGL staff confirmed the presence of milksnake in 2009 within the existing road allowance at Strasburg Creek for the Part A project area. Reports for the southern limits of the project area for milksnake remain unconfirmed by LGL. Potential species at risk reported for the larger area (including Blanding’s turtle and cerulean warbler) were not confirmed in 2010 or 2011, nor are they reported in available background information for the project area limits. The largest constraint to the project area remains the regulated habitat of the Jefferson salamander. Alignments with the potential to impact individuals of the species and regulated habitat would trigger a Section 17(c) permit under the Endangered Species Act, 2007. The MNR would determine if any new ponds merit inclusion into the regulated habitat limits. Much like wetland files for Provincially significant wetlands, regulated habitat is considered as a ‘living document’ whereby new information may be utilized to update regulated habitat limits. LGL Limited environmental research associates Page 33 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 6.0 REFERENCES Bird Studies Canada. March 2009. Chimney Swift (Chaetura pelagic) Monitoring Protocol. In partnership with: Canadian Wildlife Service, The Ontario Ministry of Natural Resources, Species at Risk, The Ontario Trillium Foundation and McIlwraith Field Naturalists. Bird Studies Canada. May 2011. Whip-poor-whil Roadside Survey Participant’s Guide. Cadman, M.D., P.F.J Eagles, & F.M. Helleiner, 1987. Atlas of the Breeding Birds of Ontario. University of Waterloo Press, Waterloo. Cadman, M.D. D.A. Sutherland, G.G. Beck, D. LePage, and A.R. Couturier (eds.). 2007. Atlas of the Breeding Birds of Ontario, 2001-2005. Bird Studies Canada, Environment Canada, Ontario Field Ornithologists, Ontario Ministry of Natural Resources, and Ontario Nature, Toronto. Doon Creek Subdivision North of Stauffer Dr., West of Tilt Dr., City of Kitchener. Environmental Impact Report September 2004. Ecoplans. Doon Phase 2 Official Plan Amendment, City of Kitchener Collector Road Municipal Class Environmental Assessment, Environmental Study Report. November 2008. Ecoplans Ltd., MTE Consultants, MHBC Planning, Paradigm Ltd. Doon South Lands Environmental Impact Report. April 2006. Ecoplans Ltd. Hallman – Groh Property Environmental Impact Study. September 2003. Ecoplans Ltd. Hallman – Groh Property Stage 2 Lands, Blair Creek Watershed Environmental Impact Report December 2004. Ecoplans Ltd. Hallman/Gubler Subdivision Lands West of Tilt Drive Environmental Impact Report. April 2006. Ecoplans Ltd. Ministry of Natural Resources (MNR) (2009). Natural Heritage Reference Manual for Natural Heritage Policies for the Provincial Policy Statement 2005 Working Draft Second Edition. Accessed on May. 12, 2010 from website http://publicdocs.mnr.gov.on.ca/View.asp?Document_ID=12714&Attachment_ID=32290 Ministry of Natural Resources (MNR) (2007). Ontario Wind Resource Atlas. Accessed on May 12, 2010 from website www.ontariowindatlas.ca/en/welcome.html Ministry of Natural Resources (MNR) (January 2009 Working Draft) Significant Wildlife Habitat Ecoregion Criteria Schedules Addendum to Significant Wildlife Habitat technical Guide. Ministry of Natural Resources (MNR) (2000) Significant Wildlife Habitat Technical Guide (and Decision Support System .zip) Natural Resource Solutions Inc. (November 2010) Conestogo Wind Farm Bat Monitoring Report and Environmental Impact Study. Region of Waterloo. 2001. ESPA 24 Technical Data Sheet Doon South Woods LGL Limited environmental research associates Page 34 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Region of Waterloo. 2001. ESPA 39 Technical Data Sheet Roseville Swamp Royal Ontario Museum. Ontario’s Biodiversity: Species at Risk website. http://www.rom.on.ca/ontario/risk.php. Accessed June 2011. South Strasburg Gravity Trunk Sanitary Sewer Schedule "B" Class Environmental Assessment- Final Report, Appendix B: Natural Environment Report. September 2008. Stantec Consulting Ltd. Stauffer Drive Residential Development South of Stauffer Dr., West of Groh Dr. Stage 1 Environmental Impact Report. November 2006. Ecoplans Ltd. Stauffer Woods Subdivision South of Stauffer Dr. between Reidel Dr, New Dundee Rd., Groh Dr., and Dodge Dr. Phases 2-4 Environmental Impact Report. June 2008. Ecoplans Ltd. LGL Limited environmental research associates Page 35 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife APPENDIX A MNR CORRESPONDENCE LGL Limited environmental research associates September 2013 Project No. TA4907 Allison Featherstone From: Sent: To: Subject: Buck, Graham (MNR) [Graham.Buck@ontario.ca] Friday, April 09, 2010 1:26 PM Allison Featherstone strasburb road Hi Allison, In my opinion I think the salamander minnow trapping season is passed or passing. This week I have noticed a significant drop off in minnow trap captures. Last week we caught 21 and this week 1. I think they are leaving the ponds or becoming less active in the ponds. I have also heard of mortality, perhaps due to water temps heating up. But you are not too late for egg mass surveys, provided you do not enter the pond or handle the egg masses, you don’t need an ESA permit. This could give you a sense if there is salamander breeding. As for the Strasburg Road extension, can you send me a map of the area, so I can check into the habitat regulation for this area? Graham Buck Species at Risk Biologist Ministry of Natural Resources - Guelph District 1 Stone Road West, Guelph ON N1G 4Y2 P:519 826 4505 F: 519 826 4929 graham.buck@ontario.ca __________ Information from ESET NOD32 Antivirus, version of virus signature database 5013 (20100409) __________ The message was checked by ESET NOD32 Antivirus. http://www.eset.com 1 Allison Featherstone From: Sent: To: Subject: Buck, Graham (MNR) [Graham.Buck@ontario.ca] Thursday, April 15, 2010 4:36 PM Allison Featherstone RE: strasburb road Hi Allison, Thank you for providing the map. The area is certainly a priority for evaluating habitat for Jefferson Salamander. There are confirmed breeding ponds east of the proposed road, north and south of Stauffer road. There are also 1 suitable breeding pond west of the proposed road, within 1 kilometer of the known breeding pond. This means the proposed road would destroy regulated habitat of the species, which means the activity must be permitted if it is going to continue which makes them part of regulated habitat. This year, without an ESA permit you can evaluate the suitability of the ponds within the study area. What is required for a pond to be suitable, if within 1 kilometer of a known breeding pond are (all 4 criteria must be met): 1. Water retention duration: There is water in the pond long enough for the Jefferson Salamander larvae to develop and emerge, in an average or wet year. Since Jefferson’s Salamander is long lived and it will return to the pond every year a dry pond one year does not rule out breeding. Therefore if the survey is done in a dry year, or after a low amount of snow the preceding winter it may take more than 1 year to determine this. Unfortunately we might be having one of those years this year. 2. There is any amphibian breeding (consider to be any of: mating, calling, eggs, larvae) occurring in the pond. 3. There are no predatory fish in the pond. Small fish, such as sticklebacks are not considered to be predators on salamander eggs and larvae. 4. There are egg attachment sites. You can also complete egg mass surveys, but without entering the pond or handling the egg masses. I recommend you go soon, because they maybe very close to hatching now. This data will help you verify ponds that you may need to sample next year. Very soon we will be sharing the habitat regulation mapping for this area, and another, with the City of Kitchener, so they understand the implications and the processes clearer. Graham Buck Species at Risk Biologist Ministry of Natural Resources - Guelph District 1 Stone Road West, Guelph ON N1G 4Y2 P:519 826 4505 F: 519 826 4929 graham.buck@ontario.ca From: Allison Featherstone [mailto:afeatherstone@lglburlington.com] Sent: April 9, 2010 1:46 PM To: Buck, Graham (MNR) Subject: RE: strasburb road Hi Graham, Thanks so much for your help. I did suspect we were missing the timing window for trapping. In 2008 it ended very abruptly around April 18 for trapping – but it was a later start with peak movement around April 13 in Kitchener. 1 Here is a map of the preliminary list of properties we are requesting permission to enter. This may not be a final list. We are just barely kicking off with this project. We are a sub‐consultant to SNC Lavelin for the City of Kitchener Strasburg Road Extension (DD and Schedule C EA – two portions of the extension are at different levels of study)—City’s Project Manager is Binu Korah and SNC Lavelin is Ian Upjohn. You can see the road allowance and small easement (see #12) and the proposed route then continues down Reidl Drive (based on the RFP Study Area) – the hand drawn purple line is very approximate. Thanks, Allison Allison Featherstone, B.Sc. (Hons.) Planning Ecologist 2 LGL Limited 3365 Harvester Road Burlington, ON CANADA L7N 3N2 (905) 333‐1667 x30 (905) 333‐2660 fax afeatherstone@lgl.com www.lgl.com From: Buck, Graham (MNR) [mailto:Graham.Buck@ontario.ca] Sent: Friday, April 09, 2010 1:26 PM To: Allison Featherstone Subject: strasburb road Hi Allison, In my opinion I think the salamander minnow trapping season is passed or passing. This week I have noticed a significant drop off in minnow trap captures. Last week we caught 21 and this week 1. I think they are leaving the ponds or becoming less active in the ponds. I have also heard of mortality, perhaps due to water temps heating up. But you are not too late for egg mass surveys, provided you do not enter the pond or handle the egg masses, you don’t need an ESA permit. This could give you a sense if there is salamander breeding. As for the Strasburg Road extension, can you send me a map of the area, so I can check into the habitat regulation for this area? Graham Buck Species at Risk Biologist Ministry of Natural Resources - Guelph District 1 Stone Road West, Guelph ON N1G 4Y2 P:519 826 4505 F: 519 826 4929 graham.buck@ontario.ca __________ Information from ESET NOD32 Antivirus, version of virus signature database 5013 (20100409) __________ The message was checked by ESET NOD32 Antivirus. http://www.eset.com __________ Information from ESET NOD32 Antivirus, version of virus signature database 5014 (20100409) __________ The message was checked by ESET NOD32 Antivirus. http://www.eset.com __________ Information from ESET NOD32 Antivirus, version of virus signature database 5031 (20100415) 3 Region of Waterloo Known Species-at-Risk Endangered Species Acadian Flycatcher American Badger American Chestnut Butternut False Hop Sedge (Historical - no recent records) ** Henslow's Sparrow (Historical - no recent records) ** Loggerhead Shrike (Historical - no recent records) ** Northern Bobwhite (Historical - no recent records) Wavy-rayed Lampmussel Threatened Species Black Redhorse Blanding's Turtle Chimney Swift** Jefferson Salamander Least Bittern Queen Snake Rainbow Mussel Whip-poor-will** Special Concern Species Bald Eagle Black Tern Cerulean Warbler Common Nighthawk Eastern Ribbonsnake Green Dragon Hooded Warbler Louisiana Waterthrush Milksnake Monarch Northern Map Turtle Silver Shiner Snapping Turtle Yellow-breasted Chat (Historical - no recent records) ** ESA (2007) Schedule 1 Species: Currently receive General Habitat Protection. Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife APPENDIX B RUNNING WILDLIFE LIST LGL Limited environmental research associates September 2013 Project No. TA4907 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Type September 2013 Project No. TA4907 Scientific_Name Common_Name Amphibian Amphibian Amphibian Amphibian Amphibian Amphibian Amphibian Amphibian Amphibian Amphibian Bufo americanus Ambystoma laterale Pseudacris maculata Notophthalmus viridescens Plethodon cinereus Hyla versicolor Rana clamitans Ambystoma jeffersonianum Ambystoma hybrid pop. 1 Amphibian Amphibian Amphibian Amphibian Amphibian Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Rana pipiens Ambystoma maculatum Pseudacris crucifer Pseudacris triseriata Rana sylvatica Anas rubripes Corvus brachyhrynchos Carduelis tristis Falco sparverius Turdus migratorius Spizella arborea Scolopax minor Icterus galbula Riparia riparia Hirundo rustica Ceryle alcyon Ceryle alcyon Coccyzus erythropthalmus Poecile atricapillus Dendroica virens Cyanocitta cristata Polioptila caerulea Dolichonyx oryzivorus Certhia americana Toxostoma rufum Molothrus ater Branta canadensis Aimophila cassinii Bombycilla cedrorum Dendroica pensylvanica Spizella passerina Petrochelidon pyrrhonota Quiscalus quiscula Geothlypis trichas Accipiter cooperii Junco hyernalis Picoides pubescens Tyrannus tyrannus Sternella magna Sayornis phoebe Otus asio Pipilo erythrophthalmus Contopus virens Sturnus vulgaris Spizella pusilla Ambystomid salamanders American Toad Blue‐spotted Salamander Boreal Chorus Frog Eastern (Red‐spotted) Newt Eastern Red‐backed Salamander Gray Treefrog Green Frog Jefferson Salamander Jefferson Salamander x Blue‐spotted Salamander, Jefferson genome dominates Northern Leopard Frog Spotted Salamander Spring Peeper Western Chorus Frog Wood Frog American Black Duck American Crow American Goldfinch American Kestrel American Robin American Tree Sparrow American Woodcock Baltimore Oriole Bank Swallow Barn Swallow Belted Kingfisher Belted Kingfisher Black‐billed Cuckoo Black‐capped Chickadee Black‐throated Green Warbler Blue Jay Blue‐gray Gnatcatcher Bobolink Brown Creeper Brown Thrasher Brown‐headed Cowbird Canada Goose Cassin's Sparrow* Cedar Waxwing Chestnut‐sided Warbler Chipping Sparrow Cliff Swallow Common Grackle Common Yellowthroat Cooper's Hawk Dark‐eyed Junco Downy Woodpecker Eastern Kingbird Eastern Meadowlark Eastern Phoebe Eastern Screech‐Owl Eastern Towhee Eastern Wood Pewee European Starling Field Sparrow LGL Limited environmental research associates 2a x x 2b x x x x x x x x x x x x x x x x x x Within EA study area, documented by LGL in 2010 3a 3b 5/6a 5/6b 4 7/8 9/10 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x v x x x x x x v v 9 13 x 1,9,10,12,13,14,15 9,14,15 1,9,10,11,12,13,14,15 2,14,15 1,9,10,11,12,13,14,15 13 1,9,10,11,12,13,14,15 1,9,10,11,12,13,14,15 14,15 1,9,10,11,12,13,14 13 10,13,14,15 9,10,12,14,15 1,14,15 1,10,12,13,14,15 9,15 13,14 1,15 1,9,10,11,12,13,14,15 x x x x x x x x x x x x v x x x x x x x x v v v x x x x x x x x x x x x 1,9,10,11,12,13,14,15 14,15 9 1,13,14,15 1,9,10,12,14,15 10,12,13,14,15 15 9,10,11,12,13,14,15 15 9,10,12,13,14,15 x x x x x x x x x x Documented by Others 2 1,10,12,13,14,15 14,15 10,11,12,13 14,15 9,14,15 1,10,12,14,15 1,13,14,15 6,14,15 5,6,14,15 x 1,10,12,13,14,15 1,9,10,11,12,13,14,15 14,15 14,15 1,9,10,11,12,13,14,15 1,10,12,13,14,15 14,15 13,14,15 14,15 15 1,9,10,12,13,14,15 1,9,10,11,12,13,14,15 1,9,10,11,12,13,14,15 G Rank S Rank G5 S5 G5 G5T5 G5 G5 G5 G4 GNA S5 S5 S5 S5 S5 S2 S2 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 S5 S4 S5 S4 S5 S5B S5B S5B S5B S5B S5B S5B S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S4B,SZN S5 S5B,SZN S5 S4B,SZN S4B S5B,SZN S5B,SZN S5B,SZN S5B,SZN G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S4B,SZN S5B,SZN S5 S5B,SZN S5B,SZN S5B,SZN S5 S4B,SZN S5B,SZN SE S5B,SZN COSEWIC MNR SARA SARO FWCA END THR END THR P P P NAR THR THR NAR NAR NAR THR NAR THR NAR THR THR P P P P P MBCA GRCA Waterloo Region Partners in Flight X X CP CP BCR13 X X X X X BCR13 BCR13, 12 CP CP RS RS X X X CP CP CP RS X CP RS X X CP CP RS RS CP RS BCR13, 12, 8 BCR13, 12, 8 BCR13, 12 BCR13, 12 BCR13, 12 X X X X X CP X X X X X X CP CP RS CP CP CP BCR13 BCR13 X X CP BCR13 BCR13, 12 X CP BCR13, 12 Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Type Scientific_Name Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Bird Invertebrates Invertebrates Regulus satrapa Dumetella carolinensis Ardea herodias Myiarchus crinitus Bubo virginianus Butorides virescens Picoides villosus Catharus guttatus Eremophila alpestris Carpodacus mexicanus Passer domesticus Troglodytes aedon Limosa haemastica Passerina cyanea Charadrius vociferus Melospiza lincolnii Anas platyrhynchos Zenaida macroura Oporornis philadelphia Cardinalis cardinalis Colaptes auratus Seiurus aurocapilla Dryocopus pileatus Dendroica pinus Progne subis Melanerpes carolinus Sitta canadensis Vireo olivaceus Buteo jamaicensis Agelaius phoeniceus Columba livia Pheucticus ludovicianus Archilochus colubris Bonasca umbellus Passerculus sandwichensis Piranga olivacea Accipiter striatus Tringa solitaria Melospiza melodia Actitis macularius Melospiza georgiana Tachycineta bicolor Cathartes aura Pooecetes gramineus Vireo gilvus Caprimulgus vociferus Sitta carolinensis Zonotrichia albicollis Maleagris gallopavo Troglodytes troglodytes Aix sponsa Hylocichla mustelina Dendroica petechia Sphyrapicus varius Coccyzus americanus Euphydryas phaeton Tramea lacerata September 2013 Project No. TA4907 Common_Name Golden crowned Kinglet Gray Catbird Great Blue Heron Great Crested Flycatcher Great Horned Owl Green Heron Hairy Woodpecker Hermit Thrush Horned Lark House Finch House Sparrow House Wren Hudsonian Godwit Indigo Bunting Killdeer Lincoln's Sparrow Mallard Mourning Dove Mourning Warbler Northern Cardinal Northern Flicker Ovenbird Pileated Woodpecker Pine Warbler Purple Martin Red‐bellied Woodpecker Red‐breasted Nuthatch Red‐eyed Vireo Red‐tailed Hawk Red‐winged Blackbird Rock Dove (Pigeon) Rose‐breasted Grosbeak Ruby‐throated Hummingbird Ruffed Grouse Savannah Sparrow Scarlet Tanager Sharp‐shinned Hawk Solitary Sandpiper Song Sparrow Spotted Sandpiper Swamp Sparrow Tree Swallow Turkey Vulture Vesper Sparrow Warbling Vireo Whip‐poor‐will White‐breasted Nuthatch White‐throated Sparrow Wild Turkey Winter Wren Wood Duck Wood Thrush Yellow Warbler Yellow‐bellied Sapsucker Yellow‐billed Cuckoo Baltimore Checkerspot Black Saddlebags LGL Limited environmental research associates 2a x x x x x x x x x x x 2b x x x x x Within EA study area, documented by LGL in 2010 3a 3b 5/6a 5/6b 4 7/8 9/10 x x x x x x x x x x x x x v v x x x x x x x x x x x x x x x v v x x x x x x x x x x x x x v x x x x x x v v v v v x x x x x x x x x m x x x x x v x x x x x x x x x x x x 9 13 x x x x x x x x 1,14,15 9,13,14,15 1,9,14,15 1, 9,10,12,13,14,15 1,9,10,11,12,13,14,15 14,15 1,9,10,12,14,15 10,12,15 13 1,14,15 14,15 9 x m x x 1,9,10,11,12,13,14,15 1,9,10,12,13,14,15 13 1,13,14,15 1,9,10,11,12,14,15 1,9,10,11,12,13,14,15 1,9,10,12,13,14,15 14,15 1,9,10,12,14,15 1,9,14,15 x x x x Documented by Others 15 1,9,10,12,13,14,15 1,9,13,15 1,9,10,11,12,13,14,15 9,14,15 13 1,10,12,14,15 14,15 1,14,15 10,11,12,15 1,10,12,13,14,15 1,9,10,11,12,13,14,15 x 1,9,10,11,12,13,14,15 1,13 13 1,9,10,12,14,15 1,10,12,13,14,15 14,15 10,12,14,15 1,10,12,13,14,15 14,15 13,14,15 13,15 1,13,14,15 1,14,15 1,9,10,12,14,15 14,15 14,15 9,13 G Rank S Rank COSEWIC MNR SARA SARO FWCA MBCA GRCA G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G4 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G4 G5 S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5 S4B,SZN S5 S5B,SZN S5B,SZN SE SE S5B,SZN S2S3B S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5 S5B,SZN S5B,SZN S4S5 S5B,SZN S4B,SZN S4 S5B,SZN S5B,SZN S5B,SZN S5B,SZN SE S5B,SZN S5B,SZN S5 S5B,SZN S5B,SZN S5B,SZN S4B S5B,SZN S5B,SZN S5B,SZN S5B,SZN S4B,SZN S4B,SZN S5B,SZN S4B S5 S5B,SZN S4 S5B,SZN S5B,SZN S5B,SZN S5B,SZN S5B,SZN S4B,SZN S4 S4 NAR THR NAR THR THR THR P G P G X X X X CP CP CP X X X X Waterloo Region RS Partners in Flight RS RS CP CP X X X X X X X X X X X X X X CP RS CP CP CP CP CP RS RS RS RS RS CP CP CP CP RS BCR13, 12, 8 X X X X X X X X X X X X X X X X X X X X BCR13, 12 BCR13 RS CP CP RS CP CP RS RS BCR13 RS BCR13, 12 CP RS RS BCR13, 12 CP RS Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Within EA study area, documented by LGL in 2010 2a 2b 3a 3b 5/6a 5/6b 4 7/8 9/10 Invertebrates Papilio polyxenes Black Swallowtail Invertebrates Pieris rapae Cabbage White x x x Invertebrates Papilio canadensis Canadian Tiger Swallowtail x Invertebrates Colias philodice Clouded Sulphur x Invertebrates Anax junius Common Green Darner x Invertebrates Coenonympha tullia Common Ringlet x x Invertebrates Plathemis lydia Common Whitetail x x x x x x Invertebrates Cercyonis pegala Common Wood Nymph Invertebrates Papilio glaucus Eastern Tiger Swallowtail Invertebrates Thymelicus lineola European Skipper x x x x x x Invertebrates Speyeria cybele Great Spangled Fritillary x x x Invertebrates Aeshna constricta Lance‐tipped Darner x Invertebrates Megisto cymela Little Wood‐Satyr x x x Invertebrates Aglais milberti Milbert's Tortoiseshell x Invertebrates Danaus plexippus Monarch x x x x Invertebrates Nymphalis antiopa Mourning Cloak Invertebrates Enodia anthedon Northern Pearly‐Eye x Invertebrates Phyciodes tharos Pearl Crescent x x x Invertebrates Polygonia interrogationis Question Mark x x Invertebrates Vanessa atalanta Red Admiral x x x x x Invertebrates Limenitis arthemis astyanax Red‐spotted Purple x x Invertebrates Sympetrum rubicundulum Ruby Meadowhawk x x Invertebrates Celastrina ladon Spring Azure Invertebrates Celastrina neglecta Summer Azure x x Invertebrates Libellula pulchella Twelve‐spotted Skimmer x x x x Invertebrates Limenitis archippus Viceroy Invertebrates Libellula luctuosa Widow Skimmer x Mammals Castor canadensis Beaver Mammals Canis latrans Coyote Mammals Peromyscus maniculatus Deer Mouse Mammals Tamias striatus Eastern Chipmunk x x x x x x Mammals Sylvilagus floridanus Eastern Cottontail x Mammals Sciurus carolinensis Eastern Gray Squirrel Mammals Marmota monax Groundhog Mammals Myotis lucifuga Little Brown Bat Mammals Microtus pennsylvanicus Meadow Vole Mammals Ondatra zibethicus Muskrat Mammals Procyon lotor Northern Raccoon x x Mammals Vulpes vulpes Red Fox Mammals Tamiasciurus hudsonicus Red Squirrel Mammals Mephitis mephitis Striped Skunk Mammals Didelphis virginiana Virginia Opossum Mammals Odocoileus virginianus White‐tailed Deer x x x x x Reptile Storeria dekayi Dekay's Brown Snake x Reptile Thamnophis sirtalis Eastern Gartersnake x x x x Reptile Lampropeltis triangulum Milksnake Reptile Chrysemys picta marginata Northern (Midland) Painted Turtle x Reptile Chelydra serpentina Snapping Turtle x (B&B Pond) *sightings in Ontario are rare, as the province is well outside of the normal breeding and migratory range (southwest United States and Mexico) for this species Type Scientific_Name LGL Limited environmental research associates Common_Name 9 13 Documented by Others 9 9,10,11,12,13 10,12 x 9,13 13 9,13 10,12 x 9,10,12,13 11 13 9 x x 10,12 10,12 9,11 9,10,12 x x x x x x x 13 13 9,11 1,9,11 9,11 1,9,10,11,12,13 10,12,13 10,12,13 10,12 13 1,9,10,11,12,13 11,13 1,9,13 1,10,12,13 13 1,9,10,11,12,13 9,14,15 3,8 1,9 7,14 G Rank S Rank COSEWIC MNR SARA SARO FWCA G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5T5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5 G5T5 G5 G5T5 G5 S5 SNA S5 S5 S5 S5 S5 S5 S4S5 SNA S5 S5 S5 S5 S4B, S2N S5 S4 S4 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S4 S5 S5 S5 S5 S5 S5 S4 S5 S5 S5 S3 S5 S5 SC END NAR SC SC SC NAR SC SC SC SC SC SC SC SC F F P G G F F F F F F G P P G MBCA GRCA Waterloo Region Partners in Flight Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 STATUS LEGEND The running wildlife list presents the best known data to date for the project area, and is considered a living list that can be updated as new information comes available through field work or through other background information. Species at identified for project parcels based on LGL Limited field work, whereas background information is listed as “Documented by Others”. The following column summaries provide a summary or status legend of information in each column. Column 1 - Wildlife group Column 2 - Scientific name Column 3 - Common name Column 4 - Property and project area locations pertaining to the south/environmental assessment portion of the project area. x - species present; for birds it indicates likely breeding as it was found in suitable breeding habitat or observed breeding behaviour x - indicates species is a visitor using the foraging, roosting, resting, drinking, etc., but not likely breeding in area v- visitor to area m-migrant Property Description 2a woodlot on property 2 2b thickets / old field / agricultural lands to west of 2a on property 2 3a woodlot on property 3 (including sliver of woodlot in property 4) 3b thickets / old field / agricultural lands to west of 3a on property 3 4 woodland at SW corner of property 4 and adjacent to agricultural fields 5/6a woodlot 5b includes the old field to the east of woodlot 5/6, and the agricultural lands and the meadow marsh / reed marsh / old field on hill to west of woodlot 5/6 7/8 woodland on properties 7 and 8 and adjacent agricultural fields 9 woodland strip along Dodge Creek and adjacent agricultural fields 9/10 woodland at north end of property 9 including the enclosed property 10 and adjacent agricultural fields 11 woodlot and retention pond on property 11 13 conifer plantation on property 9 and adjacent agricultural fields Column 5 –Wildlife records documented by others, such as previous studies by landowners, subwatershed studies, environmental assessments, background information provided by agencies such as Ministry of Natural Resources, and personal knowledge of the project area by team members. Reference No. Citation South Strasburg Gravity Trunk Sanitary Sewer Schedule "B" Class Environmental Assessment- Final Report, Appendix B: Natural 1 Environment Report (Sept. 2008) Stantec Consulting Ltd. Doon Phase 2 Official Plan Amendment, City of Kitchener Collector Road Municipal Class Environmental Assessment, 2 Environmental Study Report (Nov. 2008) Ecoplans Ltd, MTE Consultants, MHBC Planning, Paradigm Ltd. LGL Staff. September 2009. Pers. comm. Milksnake documented within existing unopened road allowance of Strasburg Road at 3 Strasburg Creek (Detail Design portion of study area). 4 Background information provided to the project team regarding regulated species at risk habitat. 5 Region of Waterloo. 2001. ESPA 24 Technical Data Sheet Doon South Woods 6 Region of Waterloo. 2001. ESPA 39 Technical Data Sheet Roseville Swamp 7 Pers. Comm. Landowner 8 Pers. Comm. Landowner Doon Creek Subdivision Environmental Impact Report (Sept. 2004), North of Stauffer Dr., West of Tilt Dr. 9 City of Kitchener, Ecoplans Ltd. 10 Doon South Lands Environmental Impact Report (April 2006), Ecoplans Ltd. 11 Hallman – Groh Property Environmental Impact Study (Sept 2003) Ecoplans Ltd. 12 Hallman – Groh Property Stage 2 Lands Blair Creek Watershed Environmental Impact Report (Dec. 2004) Ecoplans Ltd. 13 Hallman/Gubler Subdivision Lands West of Tilt Drive Environmental Impact Report (April 2006), Ecoplans Ltd. Stauffer Drive Residential Development South of Stauffer Dr., West of Groh Dr. Stage 1 Environmental Impact Report (Nov. 2006) 14 Ecoplans Ltd. Stauffer Woods Subdivision South of Stauffer Dr. Between Reidel Dr, New Dundee Rd., Groh Dr., and Dodge Dr. Phases 2-4 15 Environmental Impact Report (June 2008) Ecoplans Ltd. Column 6 - G- Rank G1- extremely rare; usually 5 or fewer occurrences in the overall range or very few remaining individuals or because of some factor (s) making it especially vulnerable G2-very rare; usually between 5 and 20 occurrences in the overall range or with many individuals in fewer occurrences or because of some factor (s) making it vulnerable to extinction G3- rare to uncommon; usually between 20 and 100 occurrences; may have fewer occurrences but with a large number of individuals in some populations or may be susceptible to large-scale disturbances G4-common; usually more than 100 occurrences, usually not susceptible to immediate threats G5-very common; demonstrably secure under present conditions GH-historic; no records in the past 20 years GU-status uncertain; often because of low search effort or cryptic nature of species, more data needed GX-globally extinct; no records despite specific searches ?-denotes inexact numeric rank G- means that a global rank has not been obtained from the Nature Conservancy G?-unranked; or if following a ranking the rank is tentatively assigned Q-denotes taxonomic status of species, subspecies or variety as questionable LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 T-denotes the rank applies to a subspecies or variety Column 7 - S-Rank S Rank SX-presumed extirpated; species or community is believed to be extirpated from the nation or state/province, not located despite intensive searches of historical sites and other appropriate habitat and virtually no likelihood it will be rediscovered SH-possibly extirpated (historical); species or community occurred historically in the nation or state/province and three is some possibility that it may be rediscovered. Its presence may not have been verified in the past 20-40 years S1-critically imperilled; critically imperilled in the nation or state/province because of extreme rarity (often 5 or fewer occurrences) or because of some factor (s) such as very steep declines making it especially vulnerable to extirpation from the state/province S2-imperilled; imperilled in the nation or state/province because of rarity due to very restricted range, very few populations (often 20 or fewer), steep declines or other factors making it very vulnerable to extirpation from the nation or state/province S3-vulnerable; vulnerable in the nation or state/province due to a restricted range, relatively few populations (often 80 or fewer), recent and widespread declines or other factors making it vulnerable to extirpation S4-apparently secure; uncommon but not rare; some cause for long-term concern due to declines or other factors S5-secure; common, widespread and abundant in the nation or state/province SNR-unranked; nation or state/province conservation status not yet assessed SU- unrankable; currently unrankable due to lack of information or due to substantially conflicting information about status or trends SNA- not applicable; a conservation status rank is not applicable because species is not a suitable target for conservation activities S#S#-range rank; a numeric range rank is used to indicate any range of uncertainty about the status of the species or community C-captive/cultivated; existing in the province only in a cultivated state; introduced population not yet fully established and selfsustaining S?-not ranked yet- species rank not yet assigned SA-accidental; accidental or casual occurrence in the province; far outside its normal range, some species may occasionally breed in the province SAB- breeding accidental SAN- non-breeding accidental SE-exotic; not believed to be a native component of Ontario's flora SR-reported for Ontario; no persuasive documentation which would provide a basis for either accepting or rejecting the report SRF-reported falsely in Ontario SX-apparently extirpated from Ontario with little likelihood of rediscovery SZ-not of practical conservation concern; no clearly definable occurrences SZB-breeding migrants/vagrants SZN-non-breeding migrants/vagrants Column 8 - COSEWIC NAR- not at risk; a wildlife species that has been evaluated and found to be not at risk of extinction given the current circumstances THR-threatened; a wildlife species likely to become endangered if limiting factors are not reversed END-endangered; a wildlife species facing imminent extirpation or extinction EXT-extirpated; a species no longer existing in the wild in Canada but occurring elsewhere SC-special concern; a wildlife species that may become a threatened or an endangered species because of a combination of biological characteristics and identified threats DD-data deficient; a wildlife species for which there is in adequate information to make a direct, or indirect, assessment of its risk of extinction Column 9 - MNR EXT-extinct; a species that no longer exists anywhere EXP-extirpated; a species that no longer exists in the wild in Ontario but still occurs elsewhere END-R- endangered regulated; a species facing imminent extinction or extirpation in Ontario which has been regulated under Ontario's endangered Species Act END-endangered; a species facing imminent extinction or extirpation in Ontario which is a candidate for regulation under Ontario's Endangered Species Act THR-threatened; a species that is at risk of becoming endangered in Ontario if limiting factors are not reversed SC-special concern; a species with characteristics that make it sensitive to human activities or natural events NAR- not at risk; a species that has been evaluated and found to be not at risk DD- data deficient; a species for which there is insufficient information for a provincial status recommendation Column 10 - SARA – Species at Risk Act Schedule 1- official list of wildlife species at risk THR-threatened; a wildlife species likely to become endangered if limiting factors are not reversed END-endangered; a wildlife species facing imminent extirpation or extinction EXT-extirpated; a species no longer existing in the wild in Canada but occurring elsewhere SC-special concern; a wildlife species that may become a threatened or an endangered species because of a combination of biological characteristics and identified threats Column 11 - SARO –Species at Risk in Ontario END-Endangered; a species facing imminent extinction or extirpation in Ontario which is a candidate for regulation under Ontario's ESA EXP-Extirpated; a species that no longer exists in the wild in Ontario but exists elsewhere THR-Threatened; a species that is at risk of becoming endangered in Ontario if limiting factors are not reversed SC-Special Concern; a species with characteristics that make it sensitive to human activities or natural events Column 12 - FWCA –Wildlife species regulated under the Fish and Wildlife Conservation Act, P = protected, G = game Column 13 - MBCA –Birds regulated under the Migratory Birds Convention Act Column 14 - GRCA – Conservation Priority Species as identified by the GRCA LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Column 15 - Waterloo Region – Regionally significant species as identified by the Region of Waterloo. Column 16 – Partners in Flight BCR13 - Priority species within Great Lake/St. Lawrence Region BCR12 - Priority species within Boreal Hardwood Transition Region BCR8 - Priority species within Boreal Softwood Shield Region LGL Limited environmental research associates September 2013 Project No. TA4907 1a 11 1 LEGEND EA Study Area Parcels e ndal 1b 11 2 2a riv Tilt D Drive 2b Watercourse Cary 1c Do on S 2 hC 5 12 woodlot of property 1 thickets / old field / agricultural lands to west of 1a on property 1 hydro corridor that splits the woodland 1c on property 1 woodlot on property 2 2a thickets / old field / agricultural lands 2b to west of 2a on property 2 woodlot on property 3 (including sliver 3a of woodlot in property 4) thickets / old field / agricultural lands 3b to west of 3a on property 3 woodland at SW corner of property 4 and 4 adjacent to agricultural fields 5/6a woodlot includes the old field to the east of 5b woodlot 5/6, and the agricultural lands and the meadow marsh / reed marsh / old field on hill to west of woodlot 5/6 7/8 woodland on properties 7 and 8 and adjacent agricultural fields woodland strip along Dodge Creek and 9 adjacent agricultural fields 9/10 woodland at north end of property 9 including the enclosed property 10 and adjacent agricultural fields woodlot and retention pond on property 11 11 conifer plantation on property 9 and 13 adjacent agricultural fields 1a 1b e ou t re ek oa d 5b 5/6a Pla ins R 3a 3b 3 6 4 riv fer D Stauf e 4 Groh 10 Driv 9/10 e 9 Blai 9 7/8 r Cr eek Property ID Number eD Dodg rive Orthophotography source: GRCA Copyright © Grand River Conservation Authority 8 7 13 Reid llman er Ha Fisch Strasburg Road Extension Detailed Design ive el Dr Road Project Area Du New R ndee oad Cam R eron oad ± 0 90 180 360 Project Date 540 Meters 720 Scale TA4907 January, 2012 1:13,000 Figure Prepared By: Verified By: KC AHF Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 APPENDIX C POND DESCRIPTION SUMMARY TABLE LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 Project No. TA4907 Description of ponds investigated within project area Pond ID Description/Photo 1 – Part of the larger wetland area, this pond is identified as “potential breeding pond” by the existing regulated limits of habitat provided to the project team by the MNR This pond was very shallow and comprised of a detritus bottom. In most areas, the soils were saturated but without standing water. Areas of standing water were searched in April and no egg masses were visually observed. Other amphibian activity was limited to dispersing wood frog later into July. 2 – Small pond within an open agricultural field. Photo taken April 21, 2010. Leopard frogs were observed in this pond which has a grass and shrub vegetation along the margin and some woody debris within the pond. Depth ranged from few centimetres at the edge to approximately 60cm towards the centre. No egg masses were observed. A minnow trap was observed past the high water mark of this pond in the dry area. 2011 Trapping Results Spotted salamander was trapped in this pond, numbers ranging from 2 to 5 individuals. Other species documented during anuran calling or visually observed by LGL: Wood frog, spring peeper, grey tree frog, leopard frog No salamanders were trapped in this pond. Other species documented: Wood frog, spring peeper, grey tree frog, leopard frog Photo taken April 22, 2010. LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Pond ID 3 – Agricultural pond September 2013 Project No. TA4907 Description/Photo An agricultural pond with a dense margin of willow shrubs and abundant woody debris in the water. Green frog, leopard frog, grey treefrog and spring peepers were documented here in 2010. Pond was dry on August 26, 2010. This pond is drained beneath the farm lane through a CSP. 2011 Trapping Results No salamanders were trapped in this pond. Other species: wood frog, spring peeper, leopard frog, green frog, grey tree frog. 4 - Thicket Photo taken April 22, 2010. This pond was approximately 25m by 40m and shallow (estimated at 40cm in depth). Margins were comprised of shrub vegetation. No amphibians were observed at this pond. No salamanders were trapped in this pond. Other species: No other amphibians were documented in this pond. Photo taken May 21, 2010. LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Pond ID 5 – Thicket September 2013 Project No. TA4907 Description/Photo This pond was small in size (approximately 15m by 20m) and had an estimated water depth of 50cm. Dense algae covered the surface. Woody debris in pond and shrubs along the margin were visually searched, no egg masses were found. Leopard frogs were observed in this pond. 2011 Trapping Results No salamanders were trapped in this pond. Other species: Leopard frogs were visually observed. 6 – Bed and breakfast pond Photo taken April 23, 2010. A large, deep pond with limited vegetation around the edges. Frogs were observed at this pond (green and leopard frog) and the landowner reports snapping turtle, which later confirmed by LGL in April 2011. No egg masses were observed at pond edges. No salamanders were trapped in this pond. Other species: Catfish, snapping turtle, leopard frog, green frog. Photo taken April 22, 2010. LGL Limited environmental research associates Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Pond ID 7 – Marsh just west of woodlot September 2013 Project No. TA4907 Description/Photo This marsh area contained a small section of open water on April 22, 2010. On July 22, 2010, this pond was reduced to a 10 by 3m patch of shallow open water. Leopard frog and painted turtle were documented at this site. 2011 Trapping Results This pond was not trapped based on information provided to the project team by the MNR in February 2011. Other species: Painted turtle, spring peeper, wood frog, grey tree frog, green frog. 8 – Air photo identified area for investigation Photo taken April 22, 2010. This area was identified through air photo review as a potential pond site. During field investigations, it was determined that the area had been cleared or altered and no standing water was found. Overland drainage on the southern edge of the clearing drained beneath the debris and a small area at the surface remained wet into the summer months. No amphibians were noted in this area. Garter snake and brown snake were documented at the edges of the clearing and red-backed salamander was documented within the woodlot in close proximity. Photo taken April 21, 2010. LGL Limited environmental research associates n/a Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife Pond ID 11 – Potential breeding pond identified by MNR 12 – Potential breeding pond identified by the MNR. 15- Potential breeding pond (identified by LGL Limited through ortho photography) September 2013 Project No. TA4907 Description/Photo This pond was investigated on August 26, 2010. Vegetation was dense with willow trees and meadow vegetation along the pond margins, and the pond was covered with pond weed. The intermittent tributary that drains to the north was dry on the day of investigation. No other amphibians were documented in this pond, although it was not included in frog monitoring due to its late identification to the project team in the project area. It is likely that this pond would support amphibians such as green frog, leopard frog, grey treefrog, American toad, spring peeper, but this was not confirmed by LGL in 2010. Photo taken August 26, 2010. This pond was not documented at the time of this interim report. It was not included in frog monitoring due to its late identification to the project team in the project area. n/a LGL Limited environmental research associates 2011 Trapping Results Not trapped as it is outside of the project area limits. Due to information received in February 2011 by MNR, this pond was identified as no longer in existence. LGL confirmed in March 2011 that this pond no longer exists. Strasburg Road Extension EA Project Area Existing Conditions Report -Wildlife September 2013 EEx Project No. TA4907 APPENDIX D ELC DATA USED IN EVALUATION OF SIGNIFICANT WILDLIFE HABITAT LGL Limited environmental research associates LEGEND 29 ELC 49 50 16 14 12 15 13 47 43 41 46 36 32 1 20 17 18 31 40 21 0 30 34 7 38 33 37 24 39 42 19 45 6 35 48 22 8 4 23 27 44 26 5 28 Orthophotography source: GRCA Copyright © Grand River Conservation Authority 51 25 2 Strasburg Road Extension 3 9 10 ± 0 70 140 280 11 Project Date 420 Meters 560 Du New Road ndee Scale TA4907 June, 2011 1:8,000 Figure Prepared By: Verified By: KC LGL_ID 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 ELC 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ELC_Code SAM 1‐4 FOD 3‐1 CUW 1 CUP 3‐2 SWT 3‐2 MAS 3‐1 SWM 6‐1 FOD 8‐1 MAS 3‐1 HROW HROW HROW HROW HROW HROW OAO HROW SWT 3‐2 MAS 3‐1 HROW FOD 6‐5 HROW HROW FOD 8‐1 MAS 3‐1 MAS 3‐1 MAS 3‐1 CUP 3‐1 CUT‐1‐5 MAM 3‐6 CUM 1‐1 MAM 3‐6 MAM 3‐6 CUM 1‐1 CUT 1‐7 SWT 3‐2 SWT 2‐2 MAM 3‐6 CUT 1‐7 SAM 1‐4 MAM 3‐6 MAM 3‐6 FOD 5‐2 FOD 5‐2 CUP 3‐1 FOD 8‐1 MAM 3‐6 CUM 1‐1 MAS 3‐1 SWD 2‐2 FOD 5‐7 CUP 3‐1 Code SAM 1‐4 FOD 3‐1 CUW 1 CUP 3‐2 SWT 3‐2 MAS 3‐1 SWM 6‐1 FOD 8‐1 MAS 3‐1 HROW HROW HROW HROW HROW HROW OAO HROW SWT 3‐2 MAS 3‐1 HROW FOD 6‐5 HROW HROW FOD 8‐1 MAS 3‐1 MAS 3‐1 MAS 3‐1 CUP 3‐1 CUT‐1‐5 MAM 3‐6 CUM 1‐1 MAM 3‐6 MAM 3‐6 CUM 1‐1 CUT 1‐7 SWT 3‐2 SWT 2‐2 MAM 3‐6 CUT 1‐7 SAM 1‐4 MAM 3‐6 MAM 3‐6 FOD 5‐2 FOD 5‐2 CUP 3‐1 FOD 8‐1 MAM 3‐6 CUM 1‐1 MAS 3‐1 SWD 2‐2 FOD5‐7 CUP 3‐1 Descriptio Pondweed Mixed Shallow Aquatic Dry Fresh Poplar Deciduous Forest Black Locust Black Walnut Cultural Woodlot White Pine Coniferous Plantation Willow Organic Swamp Thicket Cattail Organic Shallow Marsh Yellow Birch Conifer Mixed Swamp Fresh Moist Poplar Deciduous Forest Cattail Organic Shallow Marsh Hedgerow Hedgerow Hedgerow Hedgerow Hedgerow Hedgerow Open Water Hedgerow Willow Organic Swamp Thicket Cattail Organic Shallow Marsh Hedgerow Fresh Moist Sugar Maple‐Hardwood Forest Hedgerow Hedgerow Fresh Moist Poplar Deciduous Forest Cattail Organic Shallow Marsh Cattail Organic Shallow Marsh Cattail Organic Shallow Marsh Red Pine Coniferous Plantation Red Raspberry Cultural Thicket Broad‐leaved Sedge Organic Meadow Marsh Dry‐Moist Old Field Meadow Broad‐leaved Sedge Organic Meadow Marsh Broad‐leaved Sedge Organic Meadow Marsh Dry‐Moist Old Field Meadow Hawthorn Buckthorn Cultural Thicket Willow Organic Swamp Thicket Willow Organic Swamp Thicket Broad‐leaved Sedge Organic Meadow Marsh Hawthorn Buckthorn Cultural Thicket Pondweed Mixed Shallow Aquatic Broad‐leaved Sedge Organic Meadow Marsh Broad‐leaved Sedge Organic Meadow Marsh Dry Fresh Sugar Maple‐Beech Forest Dry Fresh Sugar Maple‐Beech Forest Red Pine Coniferous Plantation Fresh Moist Poplar Deciduous Forest Broad‐leaved Sedge Organic Meadow Marsh Dry‐Moist Old Field Meadow Cattail Organic Shallow Marsh Green Ash Mineral Deciduous Swamp Dry Fresh Sugar Maple Black Cherry Deciduous Red Pine Coniferous Plantation Legend SAM 1‐4 (Pondweed Mixed Shallow Aquatic) FOD 3‐1 (Dry Fresh Poplar Deciduous Forest) CUW 1 (Black Locust Black Walnut Cultural Woodlot) CUP 3‐2 (White Pine Coniferous Plantation) SWT 3‐2 (Willow Organic Swamp Thicket) MAS 3‐1 (Cattail Organic Shallow Marsh ) SWM 6‐1 (Yellow Birch Conifer Mixed Swamp) FOD 8‐1 (Fresh Moist Poplar Deciduous Forest) MAS 3‐1 (Cattail Organic Shallow Marsh ) HROW (Hedgerow) HROW (Hedgerow) HROW (Hedgerow) HROW (Hedgerow) HROW (Hedgerow) HROW (Hedgerow) OAO (Open Water) HROW (Hedgerow) SWT 3‐2 (Willow Organic Swamp Thicket) MAS 3‐1 (Cattail Organic Shallow Marsh ) HROW (Hedgerow) FOD 6‐5 (Fresh Moist Sugar Maple‐Hardwood Forest) HROW (Hedgerow) HROW (Hedgerow) FOD 8‐1 (Fresh Moist Poplar Deciduous Forest) MAS 3‐1 (Cattail Organic Shallow Marsh ) MAS 3‐1 (Cattail Organic Shallow Marsh ) MAS 3‐1 (Cattail Organic Shallow Marsh ) CUP 3‐1 (Red Pine Coniferous Plantation) CUT‐1‐5 (Red Raspberry Cultural Thicket) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) CUM 1‐1 (Dry‐Moist Old Field Meadow) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) CUM 1‐1 (Dry‐Moist Old Field Meadow) CUT 1‐7 (Hawthorn Buckthorn Cultural Thicket) SWT 3‐2 (Willow Organic Swamp Thicket) SWT 2‐2 (Willow Organic Swamp Thicket) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) CUT 1‐7 (Hawthorn Buckthorn Cultural Thicket) SAM 1‐4 (Pondweed Mixed Shallow Aquatic) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) FOD 5‐2 (Dry Fresh Sugar Maple‐Beech Forest) FOD 5‐2 (Dry Fresh Sugar Maple‐Beech Forest) CUP 3‐1 (Red Pine Coniferous Plantation) FOD 8‐1 (Fresh Moist Poplar Deciduous Forest) MAM 3‐6 (Broad‐leaved Sedge Organic Meadow Marsh) CUM 1‐1 (Dry‐Moist Old Field Meadow) MAS 3‐1 (Cattail Organic Shallow Marsh ) SWD 2‐2 (Green Ash Mineral Deciduous Swamp) FOD 5‐7 (Dry Fresh Sugar Maple Black Cherry Deciduous) CUP 3‐1 (Red Pine Coniferous Plantation) Perimeter Area Acres Hectares 103.14503867900 608.48455006600 0.15035980686 0.06084845501 539.81880157900 6600.12439495000 1.63092625635 0.66001243950 358.14294138900 3815.13741468000 0.94274098621 0.38151374147 304.10785678100 4533.97818357000 1.12037040862 0.45339781836 386.77540394700 6798.28653556000 1.67989318769 0.67982865356 279.75181403600 4062.53875503000 1.00387518879 0.40625387550 1128.22050041000 20981.14105130000 5.18455286311 2.09811410513 779.72356352000 7846.07297126000 1.93880685458 0.78460729713 147.54630405200 1205.50030420000 0.29788561253 0.12055003042 729.11745719900 3889.05638990000 0.96100676277 0.38890563899 1288.24085085000 5740.32511422000 1.41846522709 0.57403251142 871.69713156200 7515.01004507000 1.85699942392 0.75150100451 543.79704259800 2094.01280186000 0.51744183220 0.20940128019 569.91035878300 4299.24519166000 1.06236662311 0.42992451917 802.10600745700 5059.63018032000 1.25026184579 0.50596301803 309.12931717300 4862.11888510000 1.20145574184 0.48621188851 514.96308259400 2544.06341828000 0.62865176145 0.25440634183 351.65603670200 1582.38286685000 0.39101532194 0.15823828669 125.27965135100 545.77918108800 0.13486497274 0.05457791811 168.61493809200 431.77920985200 0.10669496636 0.04317792099 611.80397496000 8831.79801776000 2.18238481822 0.88317980178 666.08140713100 1110.87889196000 0.27450415236 0.11108788920 274.74558903200 1816.74853885000 0.44892834072 0.18167485389 263.45649344100 1579.55206910000 0.39031581658 0.15795520691 305.60725430900 2446.56742400000 0.60455997659 0.24465674240 87.40443073480 515.50317430300 0.12738360853 0.05155031743 114.74990967200 637.67409362300 0.15757270016 0.06376740936 240.48817922700 1813.68872041000 0.44817224312 0.18136887204 565.37439434200 21485.87517940000 5.30927538235 2.14858751794 418.41133497200 8731.88463650000 2.15769568403 0.87318846365 532.92927813900 5170.36910612000 1.27762603029 0.51703691061 153.29122335100 876.62786201000 0.21661946225 0.08766278620 75.61711533100 272.12490156200 0.06724352761 0.02721249016 112.72288018300 745.36698150000 0.18418419230 0.07453669815 285.41412207000 2067.04430126000 0.51077777057 0.20670443013 1212.04848902000 11117.82948380000 2.74727549569 1.11178294838 794.01378498400 3541.04966906000 0.87501242927 0.35410496691 117.89697087900 650.33340366900 0.16070088379 0.06503334037 610.39449053100 7032.45393509000 1.73775721228 0.70324539351 50.63030487380 172.65091818700 0.04266297100 0.01726509182 55.96069905550 225.59015016200 0.05574454011 0.02255901502 71.22242793790 240.24597435100 0.05936607314 0.02402459744 3372.24869947000 117200.87221700000 28.96096623740 11.72008722170 0.85220212805 0.02054642274 0.00000507713 0.00000205464 414.55976247600 6966.08689638000 1.72135755986 0.69660868964 1455.28341435000 9744.38837869000 2.40789080748 0.97443883787 421.49232625000 5567.45817909000 1.37574887715 0.55674581791 895.29129090900 2997.68324114000 0.74074366082 0.29976832411 83.86011037590 379.01413147100 0.09365643154 0.03790141315 82.81334408710 418.01712313200 0.10329428067 0.04180171231 513.82685120800 9432.54540128000 2.33083272959 0.94325454013 309.39295545300 1622.99481006000 0.40105075166 0.16229948101 Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Hydrogeology 331650-4E-Rev 1 Environmental Study Report October 2013 Strasburg Road Extension Part A Hydrogeology Report Prepared for Grand River Conservation Authority on behalf of the City of Kitchener January 2012 Strasburg Road Extension Part A Hydrogeology Report Report to City of Kitchener January 2012 331650 SNC♦LAVALIN Inc. CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 2 of 24 TABLE OF CONTENTS Page 1.0 INTRODUCTION.................................................................................................................... 4 2.0 REGIONAL TOPOGRAPHY, GEOLOGY AND HYDROGEOLOGY ............................ 6 2.1 Topography ........................................................................................................................ 6 2.2 Geology .............................................................................................................................. 6 2.3 Hydrogeology and Regional Aquifers .............................................................................. 7 3.0 LOCAL TOPOGRAPHY, GEOLOGY AND HYDROGEOLOGY .................................... 9 3.1 Local Topography .............................................................................................................. 9 3.2 Local Geology .................................................................................................................... 9 3.3 Local Hydrogeology ........................................................................................................ 11 3.3.1 Previous Studies ............................................................................................... 11 3.3.2 Surface Water – Groundwater Interactions .................................................... 12 4.0 SOURCE WATER PROTECTION AND EXISTING GROUNDWATER USAGE ....... 14 4.1 Source Water Protection.................................................................................................. 14 4.1.1 Well Head Protection Areas ............................................................................ 14 4.1.2 Regional Recharge Areas ................................................................................ 15 4.2 Existing Groundwater Usage .......................................................................................... 15 4.3 Key Natural Environmental Features ............................................................................. 16 5.0 POTENTIAL IMPACTS AND MITIGATION MEASURES ............................................ 19 5.1 Evaluation of Potential Impact........................................................................................ 19 5.2 Mitigation Measures ........................................................................................................ 20 5.2.1 Measures During Road Design ....................................................................... 20 5.2.2 Measures During Road Construction .............................................................. 21 5.2.3 Measures During Road Operation and Maintenance ..................................... 21 6.0 MONITORING ...................................................................................................................... 22 6.1 Baseline Monitoring ........................................................................................................ 22 6.2 Construction Period Monitoring ..................................................................................... 22 6.3 Post-Development Monitoring........................................................................................ 23 6.4 Alternative to Monitoring................................................................................................ 23 7.0 REFERENCES ....................................................................................................................... 24 I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 3 of 24 LIST OF TABLES Page Table 2.1: Aquifers Within the Grand River Watershed .................................................................... 7 Table 4.1: Key Natural Environment Features in the Doon South Community Setting ................ 17 LIST OF FIGURES Follows Page / Page Figure 1.1 Strasburg Road Extension (Limits of Part A and Part B) ................................... 4 Figure 2.1 Figure 2.2 Figure 2.3 Surface Topography .............................................................................................. 6 Sediment Thickness ............................................................................................... 6 Conceptual Model of the Waterloo Moraine ....................................................... 8 Figure 3.1 Figure 3.2 Figure 3.3 Figure 3.4 Figure 3.5 Surface Topography and Drainage ....................................................................... 9 Surficial Geology................................................................................................... 9 Borehole Locations and Cross-section ................................................................. 9 MOE Well Locations .......................................................................................... 11 Groundwater Contours – Shallow Overburden Soils ........................................ 11 Figure 4.1 Figure 4.2 Figure 4.3 Municipal Supply Wells...................................................................................... 15 Regional Recharge Areas .................................................................................... 15 Natural Environmental Areas ............................................................................. 16 I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 1.0 Revision No. Date Page 00 2012-01-25 4 of 24 INTRODUCTION SNC-Lavalin Inc. has been retained by the City of Kitchener to undertake studies related to the Extension of Strasburg Road from Rush Meadow Street to New Dundee Road. In support of the undertaking, a hydrogeological study is required to describe groundwater conditions within the area. The scope of the work includes the following two parts: Part A: Schedule “C” Municipal Class Environmental Assessment for Strasburg Road from 500 m north of Stauffer Drive to New Dundee Road; and Part B: Detail Design and Contract Administration for Strasburg Road from Rush Meadow Street to Robert Ferrie Drive. Figure 1.1, extracted from the City’s Official Plan, illustrates the conceptual Strasburg Road alignment and the limits of the EA Study and Detail Design assignments. Strasburg Road was designated as a four/five lane “Secondary Arterial Road” through the study area, with a proposed right-of-way of 26 m wide. One creek crossing is included in Part A of the design. Detailed Design (Part -B) Strasburg Road EA Study-Schedule ‘C’ (Part -A) Figure 1.1 : Strasburg Road Extension (Limits of Part A and Part B) I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 5 of 24 The purpose of this study is to complete a hydrogeological investigation, to support the “Class EA” study under Schedule “C” for Strasburg Road from approximately 500 m north of Stauffer Drive to New Dundee Road (Part A). The main tasks include: • Understand the baseline hydrogeological conditions of the study area through reviewing existing literature and prior geotechnical investigations conducted in the area; • Evaluate the road alignment alternatives from a hydrogeological perspective; • Evaluate dewatering requirements and prepare PTTW application documents if necessary; • Evaluate the potential impact of the undertakings on the groundwater systems and the wells within 500 m from the boundaries of the proposed project area; • Recommend mitigation measures to minimize the potential impacts; and, • Design a monitoring program to provide basis for assessing impacts to groundwater resources during construction and in the post-construction period. Much of the information provided within this report has been distilled from larger area studies, including the Blair, Bechtel and Bauman Creeks Subwatershed Plan (CH2M Gore & Storrie et al., 1997), hereafter referred to as the BBB Study, the Integrated Water Budget Report (AquaResource Inc., 2008) referred to as the IWBR, the Upper Blair Creek (Kitchener) Functional Drainage Study (Stantec, 2009), hereafter referred to as the UBC study, and the updated Waterloo Region Official Plan (2009). It is our understanding that the geotechnical/hydrogeological fieldwork and analysis for the UBC study was provided to Stantec by Naylor Engineering Associates Ltd. (NEAL). An updated geotechnical study supporting the detailed design of the northern portion of the road extension was completed in 2010 by Chung & Vander Doelen Engineering Ltd. (CVD). I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 2.0 Revision No. Date Page 00 2012-01-25 6 of 24 REGIONAL TOPOGRAPHY, GEOLOGY AND HYDROGEOLOGY The study area is located near the edge of the Waterloo Moraine Complex. The Waterloo Moraine has been the subject of a considerable number of studies that have provided the basic background information for this study as documented in the preceding section. 2.1 Topography Figure 2.1 (Region of Waterloo, 2010) presents the surface topography map for the Waterloo Moraine. The topography across the study area is best described as “rolling” with intermittent creeks (tributaries of Strasburg Creek in Part B, and Upper Blair Creek in Part A) and swampy areas. The three most important physical attributes that influence recharge on the Waterloo Moraine (Region of Waterloo, 2010) are: 1) 2) 3) Topographic relief; Permeability and configuration of the underlying geologic materials; and, The presence/absence of hummocky topography (i.e., closed depressions). While influencing recharge, these three physical attributes also define the “core” or backbone of the Waterloo Moraine, which trends in a southeast-northwest direction, beginning roughly in the southeast corner of Wellesley Township and ending in the northwest corner North Dumfries. The core area contains the greatest thickness of stratified moraine sediments – nearly 150 m thick in some locations, which represents a significant relief against the surrounding landscape. 2.2 Geology The Waterloo Moraine is a large geologic feature that covers much of the Cities of Kitchener and Waterloo, the Township of Wilmot and parts of the Townships of Wellesley and North Dumfries. The central area of the Waterloo Moraine consists of significant thicknesses of sand and gravel that are exposed at ground surface and provide significant recharge to the groundwater systems (Region of Waterloo, 2010). Figure 2.2 presents the sediment thickness map for the Waterloo Moraine. According to the report by Stantec Consulting Ltd. (2009), beneath the overburden soils lies sedimentary bedrock of the Salina and Guelph Formations. The Salina Formation is composed of deposits of shale and dolostone with evaporitic deposits of salt, anhydrite, and gypsum, while the Guelph Formation is typically a massive fine to medium crystalline dolostone. The bedrock has a gentle regional slope to the southwest, towards the Michigan Basin, which is a broad, saucer-shaped depression that accumulated a vast thickness of marine sediments throughout most I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 7 of 24 of the Paleozoic Era. The inferred contact between the younger Salina Formation (to the west) and the older Guelph Formation (to the east) is located beneath the Kitchener-Waterloo area. As such, the Salina rocks may or may not underlie the site. If present, they would form a thin veneer over the Guelph Formation rocks. 2.3 Hydrogeology and Regional Aquifers The project area is located in the central part of the Grand River Watershed, where groundwater represents an important water supply source. More than 80% of the water supply within the Grand River Watershed is extracted from groundwater, including both rural domestic users and many of the municipalities within the watershed. The municipalities of Kitchener, Waterloo, Cambridge, and Guelph (in the centre of the watershed) represent the largest municipal groundwater users in the province. The Integrated Water Budget Report (AquaResource Inc., 2008) provides a summary of many of the key aquifers relied upon for water supply within the Grand River Watershed (Table 2.1). Table 2.1 : Aquifers Within the Grand River Watershed Name Overburden Aquifers within the Regional Municipality of Waterloo Bedrock Aquifers within the Regional Municipality of Waterloo Guelph Bedrock Aquifers The Guelph and Amabel Formations The St. George Aquifer Description The Waterloo Moraine within the Region of Waterloo provides a source of numerous overburden aquifers supporting a large number of high capacity wells. Due to the complexity of the Moraine, the lateral and vertical continuity of these deposits remains a complex issue. From a regional point of view, however, groundwater flow is characterized by having high recharge rates throughout the Waterloo Moraine, with groundwater discharging to the Grand and Nith Rivers. The bedrock units in Cambridge provide an excellent water supply. The Guelph and Amabel Formations primarily act as one unit within the Cambridge area – the Eramosa member is not found to be an aquitard throughout most of Cambridge. Most of Guelph’s water comes from a permeable zone within the Amabel Formation, which is locally referred to as the “Production Zone”. The Eramosa member of the Amabel Formation acts as a low permeability aquitard for the Guelph water supply; however, the extensiveness of the Eramosa member is not certain. In general, the Guelph and Amabel Formations provide an ample water supply for rural residents and many smaller towns throughout their subcrop region (Fergus, Elora, Arthur, etc.) The Galt Moraine yields two local aquifers to the north of St. George; a deep aquifer consisting of 3.0 to 5.0 m thick gravel deposits, and a shallow aquifer of sand and gravel. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Name The Norfolk Sand Plain Aquifer Orangeville Moraine Aquifer Revision No. Date Page 00 2012-01-25 8 of 24 Description The Norfolk Sand Plain, extends between Brantford, Boston and Cathcart. This area is covered by sand and gravel of ice-contact and outwash origins and by some Port Stanley till. While municipal wells do not directly tap the Orangeville Moraine, it does provide a major recharge source for the bedrock wells located within the town of Orangeville, just outside of the watershed. The Waterloo Moraine within the Region of Waterloo provides a source of numerous overburden aquifers supporting a large number of high capacity wells (AquaResource Inc., 2008). Due to the complexity of the Moraine, the lateral and vertical continuity of these deposits remains a complex issue. From a regional point of view, however, groundwater flow is characterized by having high recharge rates throughout the Waterloo Moraine, with groundwater discharging to the Grand and Nith Rivers. Figure 2.3 (Region of Waterloo, 2010) presents the conceptual model of the aquifers and aquitards within the Waterloo Moraine. Many of the Region’s wells are located in the uppermost regional aquifer (Aquifer 1) which is recharged directly at ground surface in the high-lying areas of the Waterloo Moraine. However, several important well fields are located in deeper aquifers (i.e., Aquifers 2 and 3) on the flanks of the Waterloo Moraine, which are hydraulically connected to Aquifer 1 – either locally or regionally – through “windows” in the overlying impermeable geologic materials. In order for a significant quantity of precipitation to recharge the regional aquifers, a good hydraulic connection between the ground surface and Aquifer 1 must exist. Appreciable thicknesses of less permeable materials at or near the surface over large areas will impede the downward movement of water into the aquifers. On the Waterloo Moraine, the Regional Recharge Area is mostly associated with the high-lying areas where ice-contact sands and gravels associated with Aquifer 1 are present at or near the ground surface, and where local depressions trap rainwater and snowmelt until it infiltrates into the ground. Significant aquifers in the City of Kitchener include the overburden aquifers within the Waterloo Moraine and the bedrock aquifer of the Guelph Formation. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 3.0 Revision No. Date Page 00 2012-01-25 9 of 24 LOCAL TOPOGRAPHY, GEOLOGY AND HYDROGEOLOGY Hydrogeological investigations have previously been conducted in the vicinity of the study area (Terra Investigations Limited, 1990 and the NEAL work as cited in the UBC report). In 2010, SNC-Lavalin Inc. retained Chung & Vander Doelen Engineering Ltd. (CVD) to perform a geotechnical investigation along a portion of the proposed Strasburg Road Extension to support detailed design for Part B of the Strasburg Road Extension. This section summarizes the main findings from previous work, including any relevant portion of the CVD report. 3.1 Local Topography Figure 3.1 (Region of Waterloo, 2010) presents the surface topography and locations of the creeks in the southwest portion of Kitchener. The conceptual alignment of the Strasburg Road Extension is also shown in this figure. The majority of the study area is characterized by a moderately to strongly varied topography that generally slopes to the east. Two valleys occur in the central portion of the combined study area (i.e., Part A and Part B) and are oriented in a west to east direction (Stantec Consulting Ltd., 1999). 3.2 Local Geology The Quaternary Geology map of the Cambridge Area (Karrow, 1987) identifies soils in the general study area as composed mainly of sands of an ice contact origin, as well as some Port Stanley sandy silt till, isolated pockets of ice-contact gravel, and stream deposits of mixed lithology. However, investigation of the subsurface stratigraphy of the study area through borehole drilling by NEAL (as described in the following paragraphs) has revealed a more heterogeneous assemblage of soil types than the Quaternary Geology mapping suggests. Figure 3.2 (Region of Waterloo, 2010) shows the surficial geology and the location of surface water catchments west of Reidel Drive. The surface soils in the study area mainly consist of sand of an ice contact origin, with isolated pockets of ice-contact gravel. A relatively large patch of gravel is present in the north portion of Part A. A large lobe of Port Stanley Till is present to the west of the study area. Water Well Records (WWR) from the Ontario Ministry of the Environment (MOE) indicate that overburden soils in the study area are composed of quaternary deposits approximately 50 to 60 m in depth (Stantec Consulting Ltd., 2009). The general subsurface geology of the study area is interpreted to consist of interlayered deposits of ice contact sands and gravels, and lacustrine silts. This interlayering is apparent in the majority of borehole logs from across the study area. Figure 3.3 (as amended from Stantec Consulting Ltd., 2009) shows some of the borehole and test pit locations in the vicinity of the study area. The cross section indicates that, in addition to sandy deposits, there are significant layers of silt, silt and sand, and silt till encountered at or near the ground surface in the study I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 10 of 24 area. The cross sections show that while thick sand sequences exist, they are often overlain by or interlayered with silt and/or silt till layers. Beneath the overburden soils lies sedimentary bedrock of the Salina and Guelph Formations. The Salina Formation is composed of deposits of shale and dolostone while the Guelph Formation is typically a massive fine to medium crystalline dolostone. Bedrock has a gentle Regional slope to the southwest. The stratigraphy encountered in the different portions within and in the vicinity of the study area is taken from the UBC report and summarized as follows: • In the northwestern portion of the study area (northwest of Reidel Drive and Stauffer Drive) test pits typically encountered subsurface deposits of sand or silt, with occasional occurrences of silt till and sand and gravel. Two boreholes which have been drilled in the area show that they encountered approximately 3.5 to 6 m of sand deposits overlying silt/silt till up to approximately 5 m or more in thickness. • In the southwestern portion of the study area (west of Reidel Drive) test pits encountered a variety of soils types, with silty deposits being more common close to New Dundee Road, and sand/silt and sand deposits being more common distal to New Dundee Road. Again, two boreholes which have been drilled in this area encountered thick sand and gravel deposits over silt till (distal to New Dundee Road). • In the east portion of the study area (between Reidel Drive and Groh Drive) test pits typically encountered subsurface deposits of silt, with some isolated pockets of sandy soil. Borehole logs from the central portion encountered interlayered sands, silts, and tills. The geology is generally dominated by silty soils, with pockets of predominantly sandy material. • Further east to the study area (north of Dodge Drive and east of Groh Drive), boreholes and test pits encountered sandy deposits proximal to Dodge Drive, grading to sandy soils over silts to the north (distal to Dodge Drive). • In the further northeastern portion of the study area (north-east of Groh Drive and further north of Dodge Drive) boreholes typically encountered thick sand sequences, occasionally interlayered with silts and tills. • In the far eastern portion of the study area (east of Dodge Drive), test pits generally encountered sandy soils with occasional occurrences of silt and silt till. Boreholes in the I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 11 of 24 far-eastern portion of the area encountered thick sequences of sand and/or silt, with occasional till deposits. Silty units were typically encountered in proximity to Dodge Drive, grading to interlayered sands and silts, and then to sands in further north direction (distal to Dodge Drive). CVD conducted geotechnical and hydrogeological investigations in 2010 along Part B of the proposed Strasburg Road Extension. The results indicated that in the southern portion of Part B (the northern portion of this study area, the surficial material encountered was peat. 3.3 Local Hydrogeology 3.3.1 Previous Studies As described in the BBB report (CH2M Gore & Storrie et al., 1997), groundwater in the area occurs in two overburden deposits of sand and gravel, which are separated by a low permeability confining till layer. The shallow and deep overburden aquifers provide water for residential and municipal wells, in addition to contributing flow to Blair Creek, Roseville Swamp, and the Grand River. Well Records from the MOE’s Water Well Record (WWR) Database were plotted for the study area to determine the number of residential wells drawing water from the shallow and deep overburden aquifers, as well as the bedrock aquifer. As shown on Figure 3.4, almost two hundred private wells are located in the general vicinity of the study area. According to the MOE WWR Database, among the nearly two hundred wells, seventy-five (75) wells were screened in the upper aquifer overburden sands and gravels (based on the Blair, Bechtel and Bauman Creeks Subwatershed Plan Report’s isopach map indicating the thickness of the upper sand and gravel unit as less than 20 m in the general study area), and eighty-nine (89) wells were screened in the lower aquifer overburden unit. Additionally, eighteen (18) wells were identified as being screened in bedrock. The shallow groundwater contour data shown on Figure 3.5 is compiled from a number of studies completed over the last ten years, and includes two wells from the Blair, Bechtel and Bauman Creeks Subwatershed Plan study with water level measurements from 1994. Although the water level measurements were collected on different dates and during different seasons, the contouring clearly identifies flow in a southeasterly direction, and towards Blair Creek. Figure 3.3 shows a cross section along one orientation through and in the vicinity of the study area with borehole logs and water levels from various engineering reports by Naylor Engineering Associates Ltd. The shallow water table can be seen generally following the ground surface topography, flowing to the southeast and sloping towards Blair Creek from the south and north. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 12 of 24 The shallow groundwater table generally occurs at a depth of less than 7 m below ground surface across the study area. Topographic influences such as kettle depressions, hummocky topography, and the Blair Creek valley all cause variation in the depth at which groundwater is encountered. The hydraulic conductivity of the various subsurface soil types encountered across the Study Area varies widely. Typically conductivity ranges are 10-6 to 10-4 m/sec for sandy and silty sand soils, 10-7 to 10-5 m/sec for silty and sandy silt soils, and 10-8 m/sec for clayey fine grained till soils, which were only sporadically indicated in the majority of the investigated area. The BBB study had concluded that while Blair Creek originates in the ice-contact sands and gravels of the Waterloo Moraine, it is primarily an intermittent and losing stream fed by surface water runoff. However, consistent with the water table contours developed in 2009 and indicated in Figure 3.3, the UBC report noted that measurements of surface water and groundwater elevations in and beside the creek indicate that at some times during the year, groundwater discharge to Blair Creek does occur even west of Reidel Drive, supporting wetlands and marshes in the area. The intermittent nature of the headwaters area has been confirmed via site inspections and ecological investigations as part of the EIS study. 3.3.2 Surface Water – Groundwater Interactions As noted in the preceding section, topographic influences cause variation in the depth at which groundwater is encountered. The soils stratigraphy also plays a significant role, as thick sequences of permeable soils allow water to infiltrate deeper into the ground, while low permeability silts and tills can act as aquitards and cause infiltrated water to deflect laterally instead of continuing to percolate through the ground. Infiltrating precipitation percolates down through surficial materials into the shallow groundwater aquifer, where it contributes flow to a number of hydrological features. A portion of shallow groundwater discharges to Blair Creek when the elevation of the water table coincides with the elevation of the creek bed. The other area of localized interaction is the dug pond at 500 Stauffer Drive. The pond likely serves as an alternating recharge/discharge zone, in reaction to seasonal variations in the local water table, and as a result of precipitation accumulation in the pond. To SLE’s knowledge, the pond has not been identified as an ANSI or part of an ANSI by MNR, nor is it part of an ESPA designated by the municipal governments. The pond has been noted as being likely hydraulically connected to the upper, shallow overburden aquifers. It is also likely that it is therefore also connected to the shallow groundwater supply well which we believe services the residential buildings. As the pond is constructed, and not likely to be included in any wetland or sensitive property complexing, sensitivities and vulnerabilities considered are specifically related only to potential impacts to it and/or the residential water well due to the construction and/or operation of the proposed road extension. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 13 of 24 As indicated in the cross section (Figure 3.3), monitoring locations with multiple well screens typically exhibit a downwards hydraulic gradient. Therefore, a portion of shallow groundwater percolates through the stratigraphic sequence to the deeper overburden aquifer, providing recharge to the more regional deep aquifer. Discontinuities or thinning of the till sequence that acts as an aquitard between the shallow and deep overburden aquifers may allow higher volumes of shallow groundwater to infiltrate deeper into the stratigraphic column in discrete areas. Groundwater discharge also supports wetlands and marshes in the area. Ultimately, the overburden aquifers discharge water to the Grand River southeast of the study area. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 4.0 Revision No. Date Page 00 2012-01-25 14 of 24 SOURCE WATER PROTECTION AND EXISTING GROUNDWATER USAGE The Waterloo Regional Official Plan (2009) provides guidelines on source water protection. This chapter summarizes those parts that directly relate to the proposed Strasburg Road Extension project. In addition, the existing groundwater usage around the proposed Strasburg Road Extension is described. 4.1 Source Water Protection The Waterloo Regional Official Plan (2009) designates Source Water Protection Areas to protect the current and future municipal drinking-water supply system. The Source Water Protection Areas include: • • • • Well Head Protection Areas; Wells that obtain their water from Groundwater Under the Direct Influence of surface water (GUDI) wells; Surface Water Intake Protection Zones; and Regional Recharge Areas. Surface Water Intake Protection Zones and GUDI wells do not exist in the vicinity of the project area, and therefore are not described here. 4.1.1 Well Head Protection Areas The Waterloo Region Official Plan (2009) designates Wellhead Protection Areas around each municipal drinking-water supply well. Wellhead Protection Areas are the total area of land that contribute water to a municipal drinking-water supply well. Within each Wellhead Protection Area, one or more Wellhead Protection Sensitivity Areas (WPSA) may be delineated. The purpose of these designations is to prevent land uses involving hazardous chemicals and/or substances, disease causing organisms and land uses that increase the vulnerability of groundwater from becoming water quantity and/or quality risks to municipal drinking-water supply wells. WPSA are classified from 1 to 8, with 1 representing the highest sensitivity area within a 100 m radius of each municipal drinking-water supply well, and 8 indicating the lowest sensitivity area outside of the ten-year time of travel to the limit of the total land area contributing water to a municipal drinking-water supply well. This classification accounts for varying degrees of management relative to the vulnerability of the underlying groundwater to contamination, the importance of the well to the capacity of the municipal drinking-water supply systems, as well as the length of time groundwater within the WPSA will take to reach the municipal drinking-water supply well. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 15 of 24 The closest municipal supply wells to the study area include the Region’s Strasburg production wells K34 and K36 to the north. Wellhead Protection Sensitivity Area (WPSA) 4, for the Strasburg production wells is located the nearest to Part A of the project area, as shown in Figure 4.1 (Region of Waterloo, 2009) and is explained as follows: • 4.1.2 WPSA 4 - delineates medium sensitivity areas found within the two-year time of travel to a municipal drinking-water supply well. Regional Recharge Areas The Waterloo Moraine is a large geologic feature that covers much of Cities of Kitchener and Waterloo, the Township of Wilmot and parts of the Townships of Wellesley and North Dumfries. The central area of the Waterloo Moraine consists of significant thicknesses of sand and gravel that are exposed at ground surface and provide significant recharge to the groundwater systems. Proposed designated Regional Recharge Areas (RRA) are shown on Figure 4.2 (Region of Waterloo, 2010). Regional Recharge Areas play a crucial role in providing clean water to the Region’s municipal drinking-water supply system. This designation identifies portions of the Waterloo Moraine where considerable deposits of sand and gravel allow for the natural infiltration of large quantities of rainfall, snowmelt, and in some cases, seepage from creeks and streams into a series of deep and shallow aquifers. The deep aquifers are a significant source of the Region’s existing and future municipal drinking-water supply, and the protection of these aquifers is vital to the Region’s health and economic prosperity. The lands west of Reidel Drive, located in the southwest corner of the City of Kitchener, have been identified in the BBB Plan and in Report PC-97-008/E-97-009 as Regional Recharge Areas. Additional hydrogeologic work in support of the current UBC Functional Drainage Study confirmed the presence of higher recharge rates on the west side of Reidel Drive. Although the Region has no immediate plans to develop additional groundwater supplies in this area, it remains a target area for future water supply with respect to the Long Term Water Strategy, and therefore the groundwater resources in the subwatershed should be protected accordingly. 4.2 Existing Groundwater Usage Groundwater within and in the vicinity of the study area consists of a small number of private well supplies installed primarily within the overburden aquifers. The closest municipal supply wells include the Region’s Strasburg production wells K34 and K36 to the north as shown on Figure 4.1. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 16 of 24 Of particular interest is the shallow water supply well located at 500 Stauffer Drive. SLI understands that it is likely hydraulically connected with the existing farm pond on the property at 500 Stauffer Drive. The pond is classified as a dug pond that is spring-fed. Due to the potential limited impacts from road salt spray to the pond and the proximity of the water supply well to the road, combined with the shallow depth of the well and potential interaction between the well and the pond, it is recommended that additional efforts be taken to assess whether water quality/quantity is impaired in the future due to construction or operation of the road. 4.3 Key Natural Environmental Features The proposed Strasburg Road Extension (Part A) is located in an area which is dominated by active agricultural fields and natural features with a small amount of rural residential development. Thirteen (13) focal natural environment areas in the Doon South Community have been identified by Ecoplans Limited (2008) and are shown on Figure 4.3. Of the 13 natural environmental, the following 6 areas are generally located in the more immediate vicinity of the study area: • • • • • • Area 4 Area 5 Area 6 Area 7 Area 10 Area 11 Table 4.1 provides a detailed review of the key attributes of these 6 natural areas in terms of aquatics, hydrogeology and groundwater surface water connectivity/linkages. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx AREA 7 AREA 11 Caryndale Woodlot AREA 6 AREA 6 AREA 4 Stauffer Woods ESPA #33 AREA 5 AREA 10 CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 17 of 24 Table 4.1 Key Natural Environment Features in the Doon South Community Setting Area 4. Stauffer Woods Designations/ Regulations • PSW (partial) • ESPA # 33 • GRCA Regulated Area 5. Agricultural Fields adjacent to Stauffer Woods • PSW along Narrow watercourse channels • GRCA Regulated Area (in part) 6. Upper Blair Creek Headwaters Area (upstream of Reidel Drive) • PSW (partial) • GRCA Regulated Area Key Attributes • Overview. Large, predominantly treed natural area (swamp/deciduous forest/plantation) with high biodiversity, and numerous significant attributes. • Aquatics. Contains several defined (coldwater) channels that convey groundwater discharge through swamp, ultimately discharging to Upper Blair Creek; no fish habitat (intermittent flow, small size, barriers to movement). These channels contribute groundwater to Upper Blair Creek. • Hydrogeology. Predominantly within the Blair Creek watershed; small area drains northeast to Doon South Creek. Substantial groundwater discharge evident on north slopes of ESPA 33 (within the PSW) immediately south of western agricultural field. Contains three tributaries (with varying degrees of channel definition / permanence of flow) that convey seasonal surface flows and groundwater discharge to Blair Creek. • Connectivity / linkages. Some existing connectivity with Blair Creek valley via intermittent watercourses. Connectivity with Caryndale woodlot to north (close proximity). Some connectivity with ESPA 34 to the east along narrow roadside hedgerows (minor link for wildlife). • Overview. Active agricultural lands in three areas: between ESPA 33 and Blair Creek; and two enclosed fields at the north end of ESPA 33 adjacent to Stauffer Drive. • Hydrogeology. Small surface water catchments to Pond 7 and Pond 8 in the northeast corner of ESPA 33. Three tributaries from ESPA 33 convey seasonal and groundwater flows to Blair Creek. Substantial groundwater contribution to PSW wetland in ESPA 33, including maintenance of coldwater tributaries to Blair Creek. Notable area of groundwater seepage on north slopes of ESPA 33 immediately south of ‘west’ agricultural field. • Connectivity / linkages. Some existing connectivity with Blair Creek valley via intermittent watercourses. Connectivity with Caryndale woodlot to north (close proximity). Some connectivity with ESPA 34 to the east along narrow roadside hedgerows (minor link for urban-adapted wildlife). • Groundwater recharge/discharge mixing zone. • Connectivity / linkages. Some existing connectivity with Blair Creek valley via intermittent watercourses. Connectivity with Caryndale woodlot to north (close proximity). I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Area 7. Agricultural Field Between Blair Creek and Strasburg Creek watersheds 9. Woodlot southwest of Upper Blair Creek Headwaters 10. New Dundee / Reidel Wetland 11. Caryndale Woodlot Designations/ Regulations • PSW (former pond area) Revision No. Date Page 00 2012-01-25 18 of 24 Key Attributes • Currently agricultural field with ponding and some intermittent drainage. • Protection and enhancement measures to be developed in association with any future development application. • PSW • GRCA Regulated Area • GRCA Regulated Area (small portion in SE corner) • Overview. Small isolated PSW wetland / woodland feature northeast of Reidel Drive / New Dundee Road intersection. Predominantly treed swamp, with small open water / marsh feature, narrow woodland fringe and associated cultural woodland on slopes to the west. Moderate biodiversity, and numerous significant attributes. • Aquatics. Small open water pond (ephemeral); small defined channel conveys surface flows from pond. The north portion of the channel is piped to Blair Creek valley dripline. Discharges to Blair Creek via diffuse overland flow through floodplain - no direct connection. No direct fish habitat. • Hydrogeology. Within the Blair Creek watershed; small channels drains northerly to Blair Creek. Groundwater discharge evident in east end of swamp (flows in spring to pond). • Connectivity / linkages. Isolated feature. Some existing connectivity with Blair Creek valley via intermittent watercourse, but discontinuous through piped reach. Agricultural fields extend up to watercourse edges. • Overview. Large, predominantly Maple-Beech deciduous forest with small marsh in SE corner and fairly large vernal pool in NE corner. • Aquatics. No defined watercourses associated with woodlot. Diffuse overland flows are seasonally expressed from the SE wetland but no defined channel is present. • Hydrogeology. Groundwater generally flows east / northeast away from the woodlot. The small wetland at the SE corner likely exists as a surface expression of the static water table in surrounding soils. • Connectivity / linkages. Some existing connectivity with ESPA 33 to the south (close proximity). Some connectivity with ESPA 34 to the east along narrow roadside hedgerows (minor link for urbanadapted wildlife). I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 19 of 24 5.0 POTENTIAL IMPACTS AND MITIGATION MEASURES 5.1 Evaluation of Potential Impact Potential threats to groundwater quantity and quality were identified as follows: 1) Development may restrict recharge to the underlying aquifer systems, which may result in a reduction of groundwater flows to municipal water supply wells and local baseflow to Blair Creek as well as other down-gradient receivers, such as Roseville Swamp and ultimately the Grand River. 2) The long term cumulative loading of road salt could have consequences for water quality in the underlying aquifers. This has the potential to impact existing groundwater users and the surface water quality of the Blair Creek drainage system. Since 2000 the Region has reportedly observed a marked increase in chloride levels in groundwater supplies as a result of winter road salting over the last several decades. The Region’s approach to mitigating the impacts of road salt through the planning process is to ensure that chloride levels in the groundwater from proposed development meet the Ministry of the Environment’s Reasonable Use Concept (RUC) water quality guidelines. As noted in prior sections, the farm at 500 Stauffer Drive has potential concerns relating to potential impacts to the dug pond and shallow residential water supply well, due to construction and/or the long term operation of the roadway. Construction of the road in the vicinity of the pond will involve marginal changes to grade, with minimal cuts/fills anticipated at this time. As a result, there would be essentially no impact to the shallow aquifer anticipated due to dewatering needs. Similarly, the area that may be changed from permeable to impermeable relative to local recharge is very small and is also not anticipated to affect long term groundwater levels in the area. Given the local topography, it is also unlikely that the construction of the road will cut off any significant quantities of overland flow which would affect recharge/discharge behaviour of the pond. As has been documented in other reports, there is a marginal potential for salt impacted road spray, surface runoff or shallow groundwater to affect the pond. These potential impacts are expected to be negligible due to the minimal quantities involved and the anticipated flushing of I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 20 of 24 the pond. As noted above, the pond would be expected to receive of clean groundwater upgradient of the pond during some portions of the year, and to discharge to the upper overburden at other times. In summary, it is possible that the pond could experience some very marginal impact from road salt but it is unlikely to have any notable long term changes in water quality from operation of the roadway as this would be more than offset by the continued replenishment of the pond from clean groundwater input and surface water contributions. Nevertheless, given the potential connection between the pond and the shallow water supply well, mitigation during construction and monitoring activities are warranted here. 5.2 Mitigation Measures Mitigation measures to minimize the impacts on groundwater quantity and quality include: • • • • Minimizing impervious areas, reducing road densities, and changing road grades and orientations; Promoting at-source infiltration where feasible to infiltrate only clean stormwater; Bypassing end-of-pipe infiltration facilities during the winter months and spring thaw; and Emplacing clay liners beneath boulevards to redirect road splash back onto roads. These measures should be incorporated into the whole process of road development, from planning, design, construction to operation and maintenance. Specifically in the area of 500 Stauffer Drive, the design should incorporate management of road run-off during melt periods to ensure that it is not directed to an infiltration zone that is directly hydraulically connected to the pond or upgradient of the resident’s water supply well. 5.2.1 Measures During Road Design Measures should be taken, where possible, in the design phase to minimize the impacts of road construction on groundwater recharge\discharge. Many Landscape Best Management Practices (BMP) can be used to enhance groundwater recharge such as: • • • • Ditches\Grassed swales; Use of berms/barriers to restrict road salt spray; Soakaway pits, infiltration galleries, and permeable pavement; and, Exfiltration systems and storage pipes. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 21 of 24 These BMPs should be taken into account in the design phase. 5.2.2 Measures During Road Construction During the road construction, environmental protection and mitigation would include implementation of standard construction practices, conformance with agency requirements identified during the design review process, and recognition of additional control measures that may be identified through good construction environmental practice. The construction will focus on minimizing the footprint for construction access, providing robust and ongoing protection of the natural areas bordering the working footprint, maintaining a high level of sediment control throughout construction, and providing post-construction stabilization and enhancement of disturbed areas. Measures to ensure that any groundwater encountered during construction is contained, filtered, and appropriately released should be implemented during construction. Dewatering measures are identified in OPSS 518. Groundwater quality protection also includes proper equipment operation and spills management during construction (and during operation), and maximizing roadway runoff quality prior to release to receiving areas. 5.2.3 Measures During Road Operation and Maintenance Roadway contaminants and runoff are environmental management concerns. These will require careful attention in the road drainage design as well as road salt management strategy. The drainage design may need to provide runoff quality control prior to any runoff reaching the creek and/or recharge areas floodplain. This may be accomplished through implementation of Best Available Technology at the time of construction and operation. With the Environment Canada 2001 designation of road salt as a priority substance, improved use and management of road salt will be required. Municipalities are required to prepare Salt Management Plans for more efficient control and use of road salt while still providing an acceptable level of safety. Salt storage techniques as well as management and stockpiling of salt-laden snow are also areas of management improvement. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 6.0 Revision No. Date Page 00 2012-01-25 22 of 24 MONITORING The monitoring program has been designed to provide sufficient data to document background (pre-construction) conditions, during the development period, and over the long term in order to identify potential negative impacts to groundwater quality and/or hydrogeological conditions within the study area. In particular, this applies to the pond and water supply well at the 500 Stauffer Drive property. 6.1 Baseline Monitoring Baseline monitoring includes assessing and documenting hydrogeological conditions to provide baseline set for comparison with future, development-associated conditions. The program should include as a minimum: 1. Installation of at least one well nest within the ROW near the 500 Stauffer Drive property. The well nest should consist of at least two monitoring wells, be installed prior to construction, and designed to obtain pre-construction information on fluctuations in quantity and quality near the water table and near the screened interval of the residential water well. 2. Groundwater quantity and quality monitoring on a seasonal basis. A seasonal frequency (spring, summer and fall) is suggested as sufficient for groundwater levels, while chemistry can be monitored annually. It will be important to identify, to the extent feasible, the range of ‘normal’ fluctuations of groundwater level and quality, particularly through the predevelopment time period, in order to properly assess cause and effect evaluations following development. 6.2 Construction Period Monitoring This monitoring is intended to observe detailed hydrogeological conditions during construction to provide sufficient information such that: (1) it can be determined if the targets established in the monitoring program are being met; and, (2) potential offsite impacts during or post-construction can be readily identified and/or more easily traced back to their source. This monitoring may need to be conducted on a more frequent basis (i.e. monthly or weekly) while construction is occurring in the vicinity of the observations wells to confirm allowable I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 Revision No. Date Page 00 2012-01-25 23 of 24 impact thresholds are not exceeded and contingency actions (if required) are implemented quickly. 6.3 Post-Development Monitoring The purpose of monitoring during this phase is to evaluate the effectiveness of mitigation measures to ensure that they function as designed and prevent impacts to vulnerable areas, and to assess on-going operations of the road and confirm maintenance requirements. The post-development monitoring should be conducted on a seasonal basis following the construction of the road for up to 2 years and then discontinued. 6.4 Alternative to Monitoring As the purpose of monitoring is to identify potential specific impacts to the shallow water supply well at 500 Stauffer Drive, an alternative would be to reach an agreement with the landowner resulting in the decommissioning of the existing water supply well (in accordance with Ontario Regulations) and replacing it with a new drilled well that would draw water from deeper overburden and/or underlying bedrock aquifer. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx CITY OF KITCHENER Strasburg Road Extension (Part A) Hydrogeology Report 331650-0000-4EGE-0001 7.0 Revision No. Date Page 00 2012-01-25 24 of 24 REFERENCES Ecoplans Limited, MTE, MHBC, and Paradigm (November 2008), Doon South Community – Phase 2 Collector Road Environmental Study Report, Report No.: 05-2945. Regional Official Plan, Region of Waterloo, 2009. Delineation of the Regional Recharge Area in the 2009 Regional Official Plan, Region of Waterloo, 2010. Stantec Consulting Ltd. (March 2009), Upper Blair Creek Functional Drainage Study. AquaResource Inc. (January 2008), Integrated Water Budget Report, Grand River Watershed. Water Resources Protection Master Plan, Region of Waterloo, 2008. Stantec Consulting Limited, ESG International (May 1999), Huron Road Subdivisions, Environmental Implementation Report, 603-07192. Terraqua Investigations Limited (1990), Hydrogeological Investigation Freture Homes – Huron Road, Kitchener, Ontario. DOCUMENT END I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Hydrogeology\Part A\331650-0000-4EGE-0001 Part A .docx www.snclavalin.com SNC-Lavalin Inc. 195 The West Mall Toronto (Ontario) M9C 5K1 Canada Telephone: 416-252-5311 FAX: 416-231-5356 Strasburg Road Extension From North of Stauffer Drive to New Dundee Road Environmental Study Report October 2013 Contamination Overview Study 331650-4E-Rev 1 Contamination Overview Study Strasburg Road Extension Kitchener, Ontario Draft Report to City of Kitchener April 2011 331650 SNC♦LAVALIN Inc. •)) CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Ktthet, Ontario SNC LAVALLN Revision No. Date Page 01 2011-10-24 1 of 13 ‘ 331650-0000-4EGE-0001 CLIENT: CITY OF KITCHENER PROJECT: Contamination Overview Study Strasburg Road Extension, Kitchener, Ontario - Prepared By: FabienneFfieiin Signature: Date: Pra i a W gh, P.Eng. Reviewed By: Signature: Date: 2OiV\0’)—l Approved By: Signature: Date: Ted Taylor PSng • of — L.’ L — ISSUE/REVISION INDEX Issue Code RR RR Issue Codes No. 00 01 By FE FE Revision Rev’d. App. PS TI’ PS TI’ Date April 27, 2011 Oct. 24, 2011 Revision Details Released for Review and Comments Released for Review and Comments RC Released for Constmction, RD Released for Design, RF Released for Fabncation Ri Released for Information PP Released for Purchase, RQ Released for Quotation, PR Released for Review and Comments I:’33 1650\40-ENG\4E-ENV GE-Site Investigation Reports Contamination Overview Study\33 1650-00004EGE-000I VerOl Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 2 of 13 TABLE OF CONTENTS`` Page 1.0 INTRODUCTION .............................................................................................................. 4 1.1 Scope of Work .........................................................................................................4 2.0 STUDY AREA DESCRIPTION ........................................................................................ 6 2.1 Location ...................................................................................................................6 2.2 Study Area Limits ....................................................................................................6 2.3 Land Uses.................................................................................................................6 2.4 Topography and Drainage .......................................................................................6 2.5 Physiography ...........................................................................................................7 2.6 Geology ....................................................................................................................7 2.7 Hydrogeology ..........................................................................................................7 3.0 REVIEW OF RECORDS.................................................................................................... 9 3.1 EcoLog ERIS Database Search................................................................................9 3.2 Aerial Photography Review ...................................................................................10 3.3 Historical Insurance Plans .....................................................................................10 4.0 STUDY AREA RECONNAISSANCE ............................................................................ 11 5.0 KEY FINDINGS ............................................................................................................... 12 6.0 CONCLUSIONS AND RECOMMENDATIONS ........................................................... 13 I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 3 of 13 LIST OF FIGURES Follows Page Figure 1 Site Diagram ........................................................................................................... 4 APPENDICES Appendix A Appendix B Appendix C EcoLog ERIS Report Historical Aerial Photographs Site Photographs I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 1.0 Revision No. 01 Date Page 2011-10-24 4 of 13 INTRODUCTION SNC-Lavalin Inc. (SLI) was retained by the City of Kitchener to prepare the detailed design for the extension of Strasburg Road, Kitchener, Ontario. As required, a Contamination Overview Study (COS) was conducted to identify actual or potential contamination in the study area. The assessment included a site inspection and historical review. The site inspection was undertaken on March 7, 2010. The general layout of the study area is shown in Figure 1. 1.1 Scope of Work The objective of the COS is to provide a general overview of the area and identify properties or areas with the potential for site contamination, either within the proposed rehabilitation work area, or in adjacent areas with the potential to migrate onto the proposed work area. The following activities were conducted in order to collect information on the potential for contamination in the study area: • Description of the Study Area: The location and limit of the work, the current land use, topography and drainage, physiography, geology and hydrogeology of the project area have been described. • Review of Records: Historical information was reviewed to identify any past, actual or potential environmental issues within the project area. This included the identification of activities that have the potential to result in environmental impact, as well as occurrences such as spills. An EcoLog Environmental Risk Information Services (ERIS) database search was commissioned for the study area to obtain information from federal, provincial and private databases that may be relevant to the project area. • Review of Historical Aerial Photographs: Historical aerial photographs were requested from the Ministry of Natural Resources and reviewed in order to identify any potential sources of contamination or disturbances that may have existed in the study area in the past. • Review of Historical Fire Insurance Plans: Fire insurance plans for the City of Kitchener were reviewed to identify potential sources of contamination that may have existed in the study area. • Study Area Reconnaissance: A reconnaissance of the study area was performed by an SLI investigator experienced in the assessment of environmental issues related to the area I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC STRASBURG ROAD EXTENSION PART B PART A STUDY AREA CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 5 of 13 of concern. The investigator observed the area by a windshield survey. Actual or potential sources of contamination were recorded. The findings of the activities outlined above were analysed to determine the potential for contamination to soil and/or groundwater in the study area. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 2.0 STUDY AREA DESCRIPTION 2.1 Location Revision No. 01 Date Page 2011-10-24 6 of 13 The study area extends north of the south boundary of the City of Kitchener (at New Dundee Road) to approximately 500 m north of Stauffer Drive. The preferred alignment for the Strasburg Road extension is to expand Strasburg Road from its current terminus, at approximately Rush Meadow Street, to New Dundee Road. 2.2 Study Area Limits The study area is approximately 306 hectares located 1,250 m and 500 m west and east of Reidel Drive respectively, and north of New Dundee Road to approximately 500 m north of Stauffer Drive. 2.3 Land Uses The land use in the study area is predominantly agricultural. Upper Blair Creek is located in the south part of the area of study. 2.4 Topography and Drainage The topography of the area is very uneven and is affected by intermittent ditches, creeks and swampy areas. As described in the Upper Blair Creek (Kitchener) Functional Drainage Study prepared by Stantec (2009): “The headwaters of the Blair Creek have their source in wetland areas west of Reidel Drive. From the headwaters to Reidel Drive, the creek flows intermittently through lowland/wetland areas with fairly good riparian cover at a moderate slope of 0.8%. A permanent tributary drains agricultural areas southwest of the headwater wetland and joins the Blair Creek just west of Reidel Drive. Blair Creek is classified as an intermittent stream from its headwaters to west of Dodge Drive. South of Dodge Drive, Blair Creek enters a 5 ha marsh before its confluence with the Roseville Swamp tributary east of King’s Road”. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 2.5 Revision No. 01 Date Page 2011-10-24 7 of 13 Physiography A description of the physiography of the area is provided by Map P. 2226 Physiography of the South Central Portion of Southern Ontario, Ontario Department of Mines and Northern affairs, Ontario Research Foundation. The physiography of the area is described as Kame Moraines. The bedrock geology is provided by Map 2441, Geological Highway Map, Southern Ontario, Ministry of Natural Resources, and comprises the Salina Formation: dolostone, shale, gypsum, salt. 2.6 Geology The Quaternary Geology map of the Cambridge area (Karrow, 1987) identified the soil deposit in the study area to be composed mainly of ice-contact sand with pockets of ice-contact gravel. Boreholes record from Naylor Engineering revealed deposit of sand or silt with occasional occurrences of silt till and sand and gravel in the area northwest of Reidel and Stauffer Drive. Near New Dundee Road, silty deposit and sand/till and sand deposits were encountered. 2.7 Hydrogeology The EcoLog ERIS database search (as described in Section 3.1) identified (12) wells within the study area including four (4) water supply wells. According to the Blair, Bechtel and Bauman Creeks Subwatershed Plan prepared by CH2M Gore and Storrie et al. (1997): “The groundwater occurs in two overburden deposits of sand and gravel, which are separated by the Catfish Creek till; a low permeability confining layer. The shallow and deep overburden aquifers provide water for residential and municipal wells, in addition to contributing flow to Blair Creek, Roseville Swamp and the Grand River”. Various studies of the area including the Upper Blair Creek (Kitchener) Functional Drainage Study prepared by Stantec (2009) have shown that groundwater flows southeast towards Blair Creek. Where data was available, it was identified that shallow groundwater contributing to the Creek match roughly the surface water catchment. It also appears that a groundwater divide is present along the north and south limit of the study area where groundwater flows to the Roseville Swamp. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 8 of 13 The shallow groundwater table occurs at a depth of less than 7 m below ground surface across the study area. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 3.0 REVIEW OF RECORDS 3.1 EcoLog ERIS Database Search Revision No. 01 Date Page 2011-10-24 9 of 13 EcoLog ERIS specializes in providing environmental and historical information compiled from government and private source records. An EcoLog ERIS database search was commissioned for the study area. The EcoLog ERIS Report (Project No. 20110222034) is included in Appendix A. The EcoLog ERIS report identified twelve (12) wells within the study area including four (4) water supply wells. Certificates of Approval (C of A) have been issued to properties north of the study area, including: • • • Waterloo County Board of Education – Lot 8 (Biehn and Caryndale Drive) - Municipal sewage and water approval; Kitchener City – Chapel Hill Drive (Caryndale Drive and Robertson Crescent) Municipal sewage and water approval; and Hearthwood Caryndale Dev. Inc. (Evenstone Avenue and Hearthway Street) – Municipal water approval. No information regarding the type of discharge released was available in the report. The EcoLog ERIS database search identified three (3) records of spills in Strasburg Creek north of the study area. The exact location of the first spill is not available, but the records indicated that an unknown quantity of diesel fuel was released to the Creek on March 17, 1992. The MOE report indicated that the nature of the impact was not anticipated. The second spill was located near Anvil Street. The spill occurred on March 30, 1992 and involved the release of half litre of used motor oil to the storm sewer. The MOE report indicated that the nature of the impact was to a watercourse or lake, and that environmental impact was possible. The third spill occurred near Biehn Drive on April 6, 2001. MT Engineering discharged chlorinated wastewater from washing pipes to the Strasburg Creek. The MOE report indicated that the nature of the impact was to a watercourse or lake, and that environmental impact was possible. The EcoLog ERIS report identified two records from the Environmental Registry (Permit To Take Water) and from the Private and Retail Fuel Storage Tanks database. However, these properties are located outside the study area. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 3.2 Revision No. 01 Date Page 2011-10-24 10 of 13 Aerial Photography Review Aerial photographs showing the subject property were provided by the Ministry of Natural Resources for the years 1951 and 1976. The photographs, including the location of the subject property, are presented in Appendix B. The 1951 photograph shows the area to be agricultural lands. No buildings are present in the study area. Huron and New Dundee Roads and Caryndale, Stauffer and Reidel are constructed. The wooded areas located south of Stauffer Drive and Blair and Strasburg Creeks are also shown in the photographs. The farms currently located on Stauffer Drive, Riedel Drive and New Dundee Road are present on the 1976 photograph. The aerial photograph of 1976 was compared to the 2009 Google Map image. The latest image on Google Maps shows new residential developments north of the study area, south of Huron Road. 3.3 Historical Insurance Plans An attempt was made to find the historical information from Fire Insurance Maps in the Toronto Reference Library. No maps were available for the study area. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 4.0 Revision No. 01 Date Page 2011-10-24 11 of 13 STUDY AREA RECONNAISSANCE A survey was conducted on March 7, 2010 by an SLI Site inspector. Site photographs were taken and are included in Appendix C. Key observations made during the field visit are described below: • The land use within and adjacent to the study area is predominantly agricultural with three farms located on Stauffer Drive, Reidel Drive and New Dundee Road. • Various litter, tires and scrap metals were noted on the property west of Stauffer Drive terminus. • Scrap metals and tires were noted on two farms located on Reidel Drive and New Dundee Road, respectively. It should be noted that snow cover prevented full inspection of the ground surface. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario Revision No. 331650-0000-4EGE-0001 5.0 01 Date Page 2011-10-24 12 of 13 KEY FINDINGS The key findings of the contamination overview study are as follows: • The land use within and adjacent to the study area is predominantly agricultural, indicating that the potential for contamination to be present is low in the agricultural fields. However, any use of pesticides and/or fertilizers could pose an environmental concern particularly in the three farms present in the study area. • The EcoLog ERIS database search identified twelve (12) wells within the study area including four (4) water supply wells. • Various litter, tires and scrap metal were noted on properties in the study area, including the property west of Stauffer Drive terminus and the farms located on Reidel Drive and New Dundee Road, respectively. Although no evidence was noted during the windshield survey, it is possible that fuel tanks (underground and/or above ground) could be present, or were formerly present, at properties in the study area, particularly the older properties such as the three farms located on Stauffer and Reidel Drive and New Dundee Road. I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 6.0 Revision No. 01 Date Page 2011-10-24 13 of 13 CONCLUSIONS AND RECOMMENDATIONS Based on the findings above, the potential for adverse environmental impacts within the study area is low, and no further environmental work is recommended at this time, providing that the alignment for the Strasburg extension does not encroach on the farms located at 500 Stauffer Drive, 271 Reidel Drive or on New Dundee Road. If the preferred alignment is E1, a Phase 1 Environmental Site Assessment would be recommended on the two farms located at 500 Stauffer Drive and 271 Reidel Drive. If the preferred alignment is E2, C2 or W3, a Phase 1 Environmental Site Assessment would be recommended on the farm located at 271 Reidel Drive. DOCUMENT END I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 Appendix Appendix A EcoLog ERIS Report I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC Project Site: Un-named Strasburg Rd Kitchener, ON Client: Pravina Singh SNC-Lavalin Inc. 400 Carlingview Dr Toronto, ON M9W6N9 ERIS Project No: 20110222034 Report Type: Custom Report – .25km Search Radius Prepared By: Matt Thompson mthompson@eris.ca Date: March 03, 2011 DISCLAIMER AND COPYRIGHT NOTICE The information contained in this report has been produced by EcoLog ERIS Ltd. using various sources of information, including information provided by Federal and Provincial government departments. Although EcoLog ERIS Ltd. has endeavoured to present you with information that is accurate, EcoLog ERIS Ltd. disclaims, except as set out below, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence or otherwise, and for any consequences arising therefrom. Liability on the part of EcoLog ERIS Ltd. is limited to the monetary value paid for this report. The report applies only to the address specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. This report is solely intended to be used to focus further investigation and is not intended to replace a full Phase 1 Environmental Site Assessment. No page of this report should be used without this cover page, this disclaimer and the project property identifier. The contents of this Service are protected by copyright. Copyright in the Service is owned by EcoLog ERIS Ltd. Copyright in data obtained from private sources is owned by EcoLog ERIS Ltd. or its licensors. The Service and its contents may not be copied or reproduced in whole or in any substantial part without prior written consent of EcoLog ERIS Ltd. Table of Contents Order Number: Site Name: Site Address: Report Type: 20110222034 Un-named Strasburg Rd Kitchener, ON Custom Report, 0.25 km Search Radius Section Report Summary i This outlines the number of records from each database that fall on the site, and within various distances from the site. Site Diagram ii The records that were found within a specified distance from the project property (the primary search radius) have been plotted on a diagram to provide you with a visual representation of the information available. Sites will be plotted on the diagram if there is sufficient information from the database source to determine accurate geographic coordinates. Each plotted site is marked with an acronym identifying the database in which the record was found (i.e., WDS for Waste Disposal Sites). These are referred to as "Map Keys". A variety of problems are inherent when attempting to associate various government or private source records with locations. EcoLog ERIS has attempted to make the best fit possible between the available data and their positions on the site diagram. Site Profile iii This table describes the records that relate directly to the property that is being researched. Detail Report iv This section represents information, by database, for the records found within the primary search radius. Listed at the end of each database are the sites that could not be plotted on the locator diagram because of insufficient address information. These records will not have map keys. They have been included because they may be found to be relevant during a more detailed investigation. Abandoned Aggregate Inventory Certificates of Approval Environmental Registry ERIS Historical Searches Private and Retail Fuel Storage Tanks Ontario Spills Water Well Information System Appendix: Database Descriptions Environmental Risk Information Services Ltd. Page 1 2 7 8 9 10 11 Report Summary Order Number: Site Name: Site Address: Report Type: 20110222034 Un-named Strasburg Rd Kitchener, ON Custom Report, 0.25 km Search Radius Number of Mappable Records Surrounding the Site Database Selected On-site Within 0.25 0.25km to 0.25km Total AAGR Abandoned Aggregate Inventory Y 0 0 0 0 AGR Aggregate Inventory Y 0 0 0 0 AMIS Abandoned Mine Information System Y 0 0 0 0 ANDR Anderson's Waste Disposal Sites Y 0 0 0 0 AUWR Automobile Wrecking & Supplies Y 0 0 0 0 BORE Borehole Y 0 0 0 0 CA Certificates of Approval Y 0 5 0 5 CFOT Commercial Fuel Oil Tanks Y 0 0 0 0 CHEM Chemical Register Y 0 0 0 0 COAL Coal Gasification Plants Y 0 0 0 0 CONV Compliance and Convictions Y 0 0 0 0 DRL Drill Hole Database Y 0 0 0 0 EBR Environmental Registry Y 0 0 0 0 EEM Environmental Effects Monitoring Y 0 0 0 0 EHS ERIS Historical Searches Y 0 1 0 1 EIIS Environmental Issues Information System Y 0 0 0 0 FCON Federal Convictions Y 0 0 0 0 FCS Contaminated Sites on Federal Land Y 0 0 0 0 FOFT Fisheries & Oceans Fuel Storage Tanks Y 0 0 0 0 FST Fuel Storage Tank Y 0 0 0 0 GEN Ontario Regulation 347 Waste Generators Summary Y 0 0 0 0 IAFT Indian & Northern Affairs Fuel Tanks Y 0 0 0 0 MINE Canadian Mine Locations Y 0 0 0 0 MNR Mineral Occurrences Y 0 0 0 0 NATE National Analysis of Trends in Emergencies System (NATES) Y 0 0 0 0 NCPL Non-Compliance Reports Y 0 0 0 0 NDFT National Defence & Canadian Forces Fuel Storage Tanks Y 0 0 0 0 NDSP National Defence & Canadian Forces Spills Y 0 0 0 0 NDWD National Defence & Canadian Forces Waste Disposal Sites Y 0 0 0 0 NEES National Environmental Emergencies System (NEES) Y 0 0 0 0 NPCB National PCB Inventory Y 0 0 0 0 NPRI National Pollutant Release Inventory Y 0 0 0 0 OGW Oil and Gas Wells Y 0 0 0 0 OOGW Ontario Oil and Gas Wells Y 0 0 0 0 OPCB Inventory of PCB Storage Sites Y 0 0 0 0 PAP Canadian Pulp and Paper Y 0 0 0 0 PCFT Parks Canada Fuel Storage Tanks Y 0 0 0 0 PES Pesticide Register Y 0 0 0 0 PRT Private and Retail Fuel Storage Tanks Y 0 0 0 0 REC Ontario Regulation 347 Waste Receivers Summary Y 0 0 0 0 RSC Record of Site Condition Y 0 0 0 0 RST Retail Fuel Storage Tanks Y 0 0 0 0 Environmental Risk Information Services Ltd. Section i Report Summary Order Number: Site Name: Site Address: Report Type: 20110222034 Un-named Strasburg Rd Kitchener, ON Custom Report, 0.25 km Search Radius Database Selected On-site Within 0.25 0.25km to 0.25km Total SCT Scott's Manufacturing Directory Y 0 0 0 0 SPL Ontario Spills Y 0 0 0 0 SRDS Wastewater Discharger Registration Database Y 0 0 0 0 TANK Anderson's Storage Tanks Y 0 0 0 0 TCFT Transport Canada Fuel Storage Tanks Y 0 0 0 0 WDS Waste Disposal Sites - MOE CA Inventory Y 0 0 0 0 WDSH Waste Disposal Sites - MOE 1991 Historical Approval Inventory Y 0 0 0 0 WWIS Water Well Information System Y 0 39 0 39 TOTAL 0 45 0 45 The databases chosen by the client as per the submitted order form are denoted in the 'Selected' column in the above table. Counts have been provided outside the primary buffer area for cursory examination only. These records have not been examined or verified, therefore, they are subject to change. Environmental Risk Information Services Ltd. Section i SITE DIAGRAM WWIS-3 WWIS-3 WWIS-3 WWIS-3 WWIS-3 WWIS-3 WWIS-6 WWIS-6 WWIS-6 WWIS-6 WWIS-6 WWIS-6 WWIS-7 WWIS-7 WWIS-7 WWIS-7 WWIS-7 WWIS-7 Un-named Strasburg Rd Kitchener, ON WWIS-16 WWIS-16 WWIS-16 WWIS-16 WWIS-16 WWIS-16 Open Area Residential CA-5 CA-5 CA-5 CA-5 CA-5 CA-5 WWIS-26 WWIS-26 WWIS-26 WWIS-26 WWIS-26 WWIS-26 Waterbody WWIS-25 WWIS-25 WWIS-25 WWIS-25 WWIS-25 WWIS-25 Recreation Golf Course/Driving Range Transformer Station WWIS-27 WWIS-27 WWIS-27 WWIS-27 WWIS-27 WWIS-27 WWIS-23 WWIS-23 WWIS-23 WWIS-23 WWIS-23 WWIS-23 Parks and Recreational Pipeline WWIS-31 WWIS-31 WWIS-31 WWIS-31 WWIS-31 WWIS-31 WWIS-28 WWIS-28 WWIS-28 WWIS-28 WWIS-28 WWIS-28 WWIS-29 WWIS-29 WWIS-29 WWIS-29 WWIS-29 WWIS-29 Park/Sports Field Rail Other Recreation Area Railway - Main Campground Bridge Wooded Area Embankment Orchard Trail Vineyard WWIS-36 WWIS-36 WWIS-36 WWIS-36 WWIS-36 WWIS-36 WWIS-33 WWIS-33 WWIS-33 WWIS-33 WWIS-33 WWIS-33 WWIS-35 WWIS-35 WWIS-35 WWIS-35 WWIS-35 WWIS-35 R R R D D DR R R LL LL LD D D E E EL ID ID IDE E E E E EID ID ID R R RE E E R R R Vegetation Transportation - Other D D R R R D D N RD R N A NR N A M AN A LLLM M MA A A H H ALLLLLLM A H R HA R E E RH R H ER E E H C C HE H C IS CH IS F ISC IS FIS FF FF Cemetery Railway - Abandoned R R D D DR R RD D D R E ER R EE FF FF FFFFE U UF U A AU U A TTT TA A S S ST S S S WWIS-30 WWIS-30 WWIS-30 WWIS-30 WWIS-30 WWIS-30 Sports/Race Track Railway - Sidetrack Runway WWIS WWIS WWIS17 17 17 17to to to to18 18 18 18 WWIS WWIS WWIS 17 17 to to 18 18 WWIS-20 WWIS-20 WWIS-20 WWIS-20 WWIS-20 WWIS-20 Government and Institutional Pipe & Transmission Lines Tunnel SSSSSSTTTTTT RAA RR RR R AAAS A SSSBBB BBBU UU UUR RGGG RR RR GGGRRR RRRD D DD DD WWIS WWIS WWIS21 21 21 21to to to to22 22 22 22 WWIS WWIS WWIS 21 21 to to 22 22 WWIS-24 WWIS-24 WWIS-24 WWIS-24 WWIS-24 WWIS-24 Resource and Industrial Silo Transmission Tower R RR RR DDDR NDDD NN NN HHHN IIE IIIIE EHHH EE E B B B B B B EHS-1 EHS-1 EHS-1 EHS-1 EHS-1 Commercial Chimney Transmission Line WWIS-14 WWIS-14 WWIS-14 WWIS-14 WWIS-14 WWIS-14 R R R R R DR D EE ED E A A LE LLL AL A A DA D N N ND N YY R YN Y R RY R AR A C C C CA C R R R D D R DR D D EED LEEE LLL STTTL A A A C C ASSSTTT C CA W W EEW WC N N N NEEEW N Landuse Classifications Points of Interest CA CA CA1 11 11 1to to to to2 22 22 2 CA CA CA to to WWIS-12 WWIS-12 WWIS-12 WWIS-12 WWIS-12 WWIS-12 WWIS-13 WWIS-13 WWIS-13 WWIS-13 WWIS-13 WWIS-13 WWIS-15 WWIS-15 WWIS-15 WWIS-15 WWIS-15 WWIS-15 LEGEND Database Location WWIS-19 WWIS-19 WWIS-19 WWIS-19 WWIS-19 WWIS-19 WWIS WWIS WWIS9 99 99 9to to to to11 11 11 11 WWIS WWIS WWIS to to 11 11 DD DD D RRRD NNRR OOO ONNN O R R R R R UUU U HH HU HH MAR-03-2011 Project Property WWIS-5 WWIS-5 WWIS-5 WWIS-5 WWIS-5 WWIS-5 CA CA CA3 33 33 3to to to to4 44 44 4 CA CA CA to to ERIS Project #: 20110222034 Date: PPPPPPAAA AAAR RR RR RK KK KK KVVVVVV A AA AA ALLLLLL EEEEEE D DD DD DR RR RR R 0.564 Kilometers WWIS-2 WWIS-2 WWIS-2 WWIS-2 WWIS-2 WWIS-2 R R D D D R R N D DR N H H N ND H IE HN IE IE IEH B BIE B Project Property: WWIS-4 WWIS-4 WWIS-4 WWIS-4 WWIS-4 O D D DR R R W WD OW D D W D DO O W D O EA EAD D EA LL LL LM MEA M EA AR ARL M MAR AR M AR M M WWIS-8 WWIS-8 WWIS-8 WWIS-8 WWIS-8 WWIS-8 12 Concorde Pl, Suite 800 North York, ON M3C 4J2 416-510-5204 0 WWIS-1 WWIS-1 WWIS-1 WWIS-1 WWIS-1 WWIS-1 WWIS-38 WWIS-38 WWIS-38 WWIS-38 WWIS-38 WWIS-38 WWIS-32 WWIS-32 WWIS-32 WWIS-32 WWIS-32 WWIS-32 WWIS-37 WWIS-37 WWIS-37 WWIS-37 WWIS-37 WWIS-37 Industrial Resources Conveyor Hydrographic Features Crane: Moveable Intermittent Waterway Crane: Stationary Ü Permanent Waterway Open Reservoir Tank Dyke/Levee Rock Cut Dam Auto Wrecker Breakwall Lumber Yard Wetland Pit This diagram is to be used solely for relative street location purposes. It may not accurately portray street or site positions. WWIS-39 WWIS-39 WWIS-39 WWIS-39 WWIS-39 WWIS-39 WWIS-34 WWIS-34 WWIS-34 WWIS-34 WWIS-34 WWIS-34 D D R R RD D D D E E R R E E E E ER D D E E EE N N D D DE U U N N ND D D D U U UN W W D DU E E W W N WD N N E E EW N N NE Section ii Site Report Order Number: Site Name: Site Address: Report Type: 20110222034 Un-named Strasburg Rd Kitchener, ON Custom Report, 0.25 km Search Radius FOR COMPLETE INFORMATION, REFER TO DETAIL REPORT A search has been conducted for this site (address) and company name. No records were found, within the database(s) selected, that meet either of these criteria. Environmental Risk Information Services Ltd. Section iii Detail Report Order Number: Site Name: Site Address: Report Type: 20110222034 Un-named Strasburg Rd Kitchener ON Custom Report, 0.25 km Search Radius If information is required for sites located beyond the selected address, please contact your ERIS representative. Abandoned Aggregate Inventory Certificates of Approval Environmental Registry ERIS Historical Searches Private and Retail Fuel Storage Tanks Ontario Spills Water Well Information System Environmental Risk Information Services Ltd. Section iv Provincial Source Database Abandoned Aggregate Inventory Map Key Company n/a Address Type Region/County Bechtel's tract City of Kitchener Pit Waterloo Concession: Lot: Size (ha): Landuse: Comments: n/a Bechtel's tract City of Kitchener Pit Concession: Lot: Size (ha): Landuse: Comments: Page 1 of Abandoned Aggregate Inventory Environmental Risk Information Services Ltd. s s City of Kitchener s s City of Kitchener s 1.3 development Concession: Lot: Size (ha): Landuse: Comments: n/a s City of Kitchener Bechtel's tract Waterloo Bechtel's tract City of Kitchener Township Bechtel's tract rehabilitated Waterloo Bechtel's tract 0.8 development site part of Homer-Watson Shopping Centre Page 1 of Detail Report Provincial Source Database Certificates of Approval Map Key Company Address Certificate # Application Year Issue Date Approval Type CA-1 WATERLOO COUNTY BOARD OF EDUCATION-LOT 8 BIEHN DR./CARYNDALE DR. KITCHENER CITY 3-0533-91- 91 4/29/1991 Municipal sewage s Cancelled s s 5/15/1991 Municipal water s Approved s s 5/15/1991 Municipal sewage s Approved s s 5/15/1991 Municipal water s Approved s s Status Application Type Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: CA-2 WATERLOO COUNTY BOARD OF EDUCATION-LOT 8 BIEHM DR./CARYNDALE DR. KITCHENER CITY 7-0444-91- 91 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: CA-3 KITCHENER CITY - CHAPEL HILL DRIVE CARYNDALE DR./ROBERTSON CR. KITCHENER CITY 3-0535-91- 91 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: CA-4 KITCHENER CITY - CHAPEL HILL DRIVE CARYNDALE DR./ROBERTSON CR. KITCHENER CITY 7-0445-91- 91 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 1 of Certificates of Approval Environmental Risk Information Services Ltd. Page 2 of Detail Report Provincial Source Database Certificates of Approval Map Key Company Address Certificate # Application Year Issue Date Approval Type Status CA-5 HEARTHWOOD CARYNDALE DEV. INC. EVENSTONE AVE./HEARTHWAY ST. KITCHENER CITY 7-0792-99- 99 10/12/1999 Municipal water s Approved s s BIEHN DR. KITCHENER CITY 3-0343-87- 3/31/1987 Municipal sewage s Approved s s 5/20/1986 Municipal sewage s Approved s s 3/31/1987 Municipal water s Approved s s n/a KITCHENER CITY BRIGADOON TWO SUBD. Application Type Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: 87 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a KITCHENER CITY HURON BUSINESS PARK ST. I STRASBURG RD. KITCHENER CITY 3-0643-86- 86 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a KITCHENER CITY BRIGADOON TWO SUBD. BIEHN DR. KITCHENER CITY 7-0285-87- 87 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 2 of Certificates of Approval Environmental Risk Information Services Ltd. Page 3 of Detail Report Provincial Source Database Certificates of Approval Map Key Company Address Certificate # Application Year Issue Date Approval Type n/a HEARTHWOOD CARYNDALE DEV. INC. CARYNDALE DR./HEARTHWOOD DR. KITCHENER CITY 3-1162-99- 99 10/12/1999 Municipal sewage s Approved s s PT.LOTS 8-10, HEARTHWOOD SUBD. KITCHENER CITY 3-1232-99- 11/2/1999 Municipal sewage s Approved s s STRASBURG RD. KITCHENER 7-0763-85006 9/6/85 Municipal water s Approved s s 9/6/85 Municipal sewage s Approved s s n/a n/a HEARTHWOOD CARYNDALE DEV. INC. CITY Status Application Type Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: 99 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: 85 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a CITY STRASBURG RD. KITCHENER 3-1039-85006 85 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 3 of Certificates of Approval Environmental Risk Information Services Ltd. Page 4 of Detail Report Provincial Source Database Certificates of Approval Map Key Company Address Certificate # Application Year Issue Date Approval Type Status n/a KITCHENER CITY PT.LOT 4, RP# 1478 (SWM) KITCHENER CITY 3-1494-95006 95 11/29/95 Municipal sewage 9/23/02 Municipal & Private sewage s Approved s Approved Application Type s s Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a Country Hills East - Stage 2 Lot 8 and Part of Lot 13, Plan No. 1482 Kitchener 5637-5E6JLN 02 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a Settler's Grove Parts of Lot 10 Kitchener 8745-4PCKXF 00 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: n/a Huron Woods West Subdivision Pt. of Blk. A, RP 696, Strasburg Road Area Kitchener 34104PAQH2 00 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 4 of Certificates of Approval Environmental Risk Information Services Ltd. s New Certificate of Approval s The Corporation of the City of Kitchener 200 King Street West Kitchener N2G 4G7 This application is for the construction of storm and sanitary sewers on Fallowfield Drive, Anastasia Drive, Jeffrey Place, Fallview Street, and Fallview Court. 9/25/00 Municipal & Private sewage s Approved s New Certificate of Approval s Corporation of the City of Kitchener 200 King Street West Kitchener N2G 4G7 storm and sanitary sewers to be constructed on Lantern Street, Winifred Place, and Block 50. 9/19/00 Municipal & Private sewage s Approved s New Certificate of Approval s Corporation of the City of Kitchener 200 King Street West Kitchener N2G 4G7 This application is for the installation of storm and sanitary sewers on Strasburg Road, 78 metres north of Huron Road. Page 5 of Detail Report Provincial Source Database Certificates of Approval Map Key Company Address Certificate # Application Year n/a Settler's Grove Parts of Lot 10 Kitchener 5340-4PCL3X 00 Client Name: Client Address: Client City: Client Postal Code: Project Description: Contaminants: Emission Control: Page 5 of Certificates of Approval Environmental Risk Information Services Ltd. Issue Date Approval Type 9/25/00 Municipal & Private water Status s Approved Application Type s New Certificate of Approval s Corporation Of The City Of Kitchener 200 King Street West Kitchener N2G 4G7 watermains to be constructed on Lantern Street and Winifred Place Page 6 of Detail Report Provincial Source Database Environmental Registry Map Key Company Address Year EBR Registry No. n/a Deer Ridge Golf Club Lot 12 Kitchener 2005 IA05E0749 Instrument Type: Proposal Date: Location: Proponent Address: Page 1 of Environmental Registry Environmental Risk Information Services Ltd. Ministry Ref. No. s 5657-6BUQRQ Type s Instrument Decision Permit to take water - OWRA s. 34 Lot 12, Beasley's Broken Front, City of Kitchener, Regional Municipality of Waterloo 665 Pioneer Tower Road Kitchener Ontario N2P 2H7 Page 7 of Detail Report Private Source Database ERIS Historical Searches Map Key Company EHS-1 Page 1 of ERIS Historical Searches Environmental Risk Information Services Ltd. Address Order No. No Municipal Address (see attached map) Kitchener 20080520028 Addit. Info Ordered: Report Date s 5/26/2008 Report Type s Custom Report Search Radius (km) s 0.25 s Fire Insur. Maps And /or Site Plans Page 8 of Detail Report Provincial Source Database Private and Retail Fuel Storage Tanks Map Key Company Address Location ID Type Expiry Date Capacity (L) Licence # n/a JOHN SCHULLER ENTERPRISES LTD PRT LOT 6 REG PL 1033 KITCHENER 7339 retail 1995-04-30 2000 0033617001 Page 1 of Private and Retail Fuel Storage Tanks Environmental Risk Information Services Ltd. s Page 9 of Detail Report Provincial Source Database Ontario Spills Map Key Company Address Ref No. Incident Dt MOE Reported Dt n/a UNKNOWN STRASBURG CREEK KITCHENER CITY 68125 3/17/1992 3/17/1992 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: n/a n/a UNKNOWN MT ENGINEERING Page 1 of Ontario Spills Environmental Risk Information Services Ltd. STRASBURG CREEK ANVIL STREET KITCHENER CITY 76526 STRASBURG CREEK, NEAR BEHN DR CONTRACTORS/CONSTRUCTION (519)743-6500 KITCHENER CITY 197798 3/29/1992 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: 4/6/2001 Incident Summary: Incident Cause: Incident Reason: Nature of Impact: Receiving Medium: Environmental Impact: Contaminant Name s Contaminant Quantity s s DIESEL FUEL IN STRASBURG CREEK, SOURCE UNKNOWN, CREEK DYKED. UNKNOWN UNKNOWN Water course or lake WATER NOT ANTICIPATED 3/30/1992 s s s BACKENTRY: 1/2 L USED MOTOR OIL TO STORM SEWER FROM UNKNOWN SOURCE. OTHER CONTAINER LEAK VANDALISM Water course or lake WATER POSSIBLE 4/6/2001 s s s MT ENGINEERING: BUILDING SUB-DIV. WASHING PIPES WITH CHLORINE - TO CREEK WASTEWATER DISCHARGE TO WATERCOURSE OTHER Water course or lake Water Possible Page 10 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-1 Address Well Id Lot lot 7 6500919 007 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544014.1 Northing Nad83: 4804483 Zone: 17 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 10/6/1966 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 124 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Rotary (Convent.) Flowing (y/n): Y Elevation (ft): 305.329467 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 1 of Water Well Information System Environmental Risk Information Services Ltd. Material Colour Material Thickness (ft) Original Depth (ft) 1 1 3 4 GREY CLAY, MEDIUM SAND 1 5 BLACK MUCK 65 70 12 82 GREY CLAY 2 84 GREY CLAY, SILT 7 91 21 112 4 116 2 118 6 124 TOPSOIL SILT, GRAVEL, CLAY GRAVEL, MEDIUM SAND, BOULDERS GRAVEL, BOULDERS MEDIUM SAND, GRAVEL WHITE CLAY, GRAVEL MEDIUM SAND, GRAVEL Page 11 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-2 Address Well Id Lot lot 7 6500920 007 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544034.1 Northing Nad83: 4804483 Zone: 17 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 11/1/1966 Primary Water Use: Municipal Secondary Water Use: Well Depth (ft): 121 Pump Rate (gpm): 300 Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Test Hole Construction Method: Rotary (Convent.) Flowing (y/n): Y Elevation (ft): 304.732543 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Not stated Casing Material: STEEL Page 2 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 7 7 GREY CLAY, MEDIUM SAND 2 9 BLACK MUCK 12 21 FINE SAND, SILT, GRAVEL 46 67 CLAY, MEDIUM SAND 5 72 GREY CLAY 9 81 GREY 31 112 9 121 CLAY, MEDIUM SAND, GRAVEL GRAVEL, BOULDERS, MEDIUM SAND GRAVEL, BOULDERS, CLAY Page 12 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-3 Address Well Id Lot lot 7 KITCHENER 6509756 007 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543979 Northing Nad83: 4804444 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 5/27/2004 Primary Water Use: Secondary Water Use: Well Depth (ft): 21.32546 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 305.067047 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: PLASTIC Page 3 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 2.2 7.217848 BROWN SILT, SAND 0.8 9.84252 BROWN SAND, SILT 3.5 21.32546 GREY SAND, SILT Page 13 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-4 Address Well Id Lot Concession Concession Name 6507212 County Municipality WATERLOO KITCHENER CITY (BRIDGEPORT) Easting Nad83: 543622.1 Northing Nad83: 4804334 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 4/2/1991 Primary Water Use: Secondary Water Use: Well Depth (ft): 62 Pump Rate (gpm): 15 Static Water Level (ft): 34 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): 317.918731 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 4 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 15 15 BROWN CLAY, STONES, HARD 17 32 BROWN STONES 26 58 GREY CLAY, STONES, HARD 4 62 BROWN GRAVEL Page 14 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-5 Address Well Id Lot lot 11 KITCHENER 6509906 011 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543169 Northing Nad83: 4804254 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 11/20/2004 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 47.9986892 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Driving Flowing (y/n): Elevation (ft): 320.653747 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Page 5 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 11.88 38.9763792 BLACK FILL, TOPSOIL 0.31 39.9934396 BROWN MEDIUM SAND, FINE SAND 2.44 47.9986892 GREY MEDIUM SAND, FINE SAND Page 15 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-6 Address Well Id Kitchener 7115454 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 542773 Northing Nad83: 4804317 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Flowing (y/n): Elevation (ft): 319.050659 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: Thickness (ft) Page 6 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 16 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-7 Address Well Id Lot lot 12 6500930 012 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542864.1 Northing Nad83: 4804273 Zone: 17 Utm Reliability: unknown UTM Construction Date: 4/17/1947 Primary Water Use: Secondary Water Use: Well Depth (ft): 161 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Rotary (Convent.) Flowing (y/n): Elevation (ft): 319.199157 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: Page 7 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour 1 1 TOPSOIL 27 28 FINE SAND, GRAVEL 25 53 13 66 CLAY, MEDIUM SAND, GRAVEL GRAVEL 3 69 CLAY 29 98 CLAY, GRAVEL 6 104 GRAVEL 18 122 CLAY, GRAVEL 39 161 BROWN Material CLAY, GRAVEL Page 17 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-8 Address Well Id Kitchener 7125411 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 542884 Northing Nad83: 4804266 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/1/2009 Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 7.874016 Pump Rate (gpm): Static Water Level (ft): 0.5 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Dewatering Construction Method: Boring Flowing (y/n): Elevation (ft): 319.553894 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Not stated Casing Material: PLASTIC Page 8 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 0.65 2.132546 BROWN SILT 1.75 7.874016 BROWN SAND, SILT Page 18 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-9 Address Well Id KITCHENER 6510668 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543159 Northing Nad83: 4804179 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/13/2006 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 24.934384 Pump Rate (gpm): 1.8 Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Observation Wells Construction Method: Jetting Flowing (y/n): Elevation (ft): 318.693603 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Page 9 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 4.8 15.748032 BROWN 2.8 24.934384 GREY FINE SAND, MEDIUM SAND, LOOSE CLAY, SILTY, TILL Page 19 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-10 Address Well Id KITCHENER 6510665 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543159 Northing Nad83: 4804179 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/13/2006 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 24.934384 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Jetting Flowing (y/n): Elevation (ft): 318.693603 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: PLASTIC Page 10 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 4.5 14.76378 BROWN 3.1 24.934384 GREY FINE SAND, MEDIUM SAND, LOOSE CLAY, SILTY, TILL Page 20 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-11 Address Well Id Lot Concession lot 11 con 12 7051322 011 12 Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 543159 Northing Nad83: 4804179 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 10/1/2007 Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Flowing (y/n): Elevation (ft): 318.693603 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: Thickness (ft) Page 11 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 21 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-12 Address Well Id Lot Concession lot 1 con 1 KITCHENER 7046585 001 01 Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 543141 Northing Nad83: 4804165 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/18/2007 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Flowing (y/n): Elevation (ft): 318.290161 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness (ft) Page 12 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 22 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-13 Address Well Id Lot lot 12 KITHCENER 7137897 012 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542814 Northing Nad83: 4804193 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 2/9/2009 Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Flowing (y/n): Elevation (ft): 320.4859 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: Thickness (ft) Page 13 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 23 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-14 Address Well Id KITCHENER 7046364 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543099 Northing Nad83: 4804122 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/4/2007 Primary Water Use: Secondary Water Use: Well Depth (ft): 22.637796 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Rotary (Convent.) Flowing (y/n): Elevation (ft): 316.368377 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: FRESH Casing Material: PLASTIC Page 14 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 6.9 22.637796 BROWN SAND, LOOSE, WATERBEARING Page 24 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-15 Address Well Id Lot lot 12 6506558 012 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542794.1 Northing Nad83: 4804188 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 4/6/1989 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 38 Pump Rate (gpm): 10 Static Water Level (ft): 15 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): 322.127746 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 15 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 2 2 BLACK TOPSOIL, SAND, CLAYEY 16 18 BROWN SAND, CLAY, SOFT 17 35 BROWN SAND, CLAY, HARD 3 38 BROWN COARSE GRAVEL Page 25 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-16 Address Well Id Lot lot 12 KITCHENER 7042037 012 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542634 Northing Nad83: 4804227 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 9/18/2006 Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Flowing (y/n): Elevation (ft): 330.71875 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: No formation data Water Type: Casing Material: Thickness (ft) Page 16 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 26 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-17 Address Well Id Lot lot 10 KITCHENER 6509901 010 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543592 Northing Nad83: 4803999 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 5/25/2004 Primary Water Use: Secondary Water Use: Well Depth (ft): 16.4042 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 313.12622 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC, PLASTIC Page 17 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 1.5 4.92126 BROWN SILT, TOPSOIL 1.9 11.154856 BROWN SILT, SAND 0.4 12.467192 GREY SILT, SAND 1.2 16.4042 GREY SILT, CLAY Page 27 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-18 Address Well Id Lot lot 10 KITCHENER 6510287 010 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543592 Northing Nad83: 4803999 Zone: 17 Utm Reliability: Construction Date: 9/14/2005 Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Boring Flowing (y/n): Elevation (ft): 313.12622 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: No formation data Water Type: Casing Material: Thickness (ft) Page 18 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 28 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-19 Address Well Id Lot lot 7 6506160 007 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543947.1 Northing Nad83: 4803931 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 12/13/1987 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 166 Pump Rate (gpm): 350 Static Water Level (ft): 42 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (ft): 312.160003 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL, STEEL Page 19 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 5 5 5 10 BROWN CLAY 15 25 BROWN CLAY 21 46 GREY CLAY 14 60 GREY SAND, GRAVEL 8 68 GREY CLAY 42 110 GREY SAND 4 114 GREY CLAY 36 150 GREY CLAY 1 151 GREY SAND 12 163 GREY GRAVEL, BOULDERS 3 166 BROWN CLAY FILL Page 29 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-20 Address Well Id Lot Concession Concession Name 7149415 County Municipality WATERLOO KITCHENER CITY Easting Nad83: 543141 Northing Nad83: 4803648 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 7/6/2010 Primary Water Use: Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: Thickness (ft) Page 20 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 30 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-21 Address Well Id Lot lot 10 6507120 010 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544121.1 Northing Nad83: 4803666 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 3/27/1991 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 365 Pump Rate (gpm): 120 Static Water Level (ft): 93 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Rotary (Convent.) Flowing (y/n): N Elevation (ft): 324.182373 Elevation Reliability: Depth to Bedrock (ft): 249 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: Page 21 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 103 103 BROWN SAND, SILT, GRAVELLY 43 146 GREY CLAY, SAND, HARD 8 154 GREY TILL, SILT, HARD 10 164 GREY SAND 32 196 GREY SAND, GRAVEL, SOFT 4 200 GREY STONES, TILL, HARD 49 249 BROWN CLAY 12 261 GREY SHALE, LIMESTONE, SOFT 13 274 BROWN LIMESTONE 33 307 GREY LIMESTONE 58 365 BROWN LIMESTONE Page 31 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-22 Address Well Id Lot lot 10 6507121 010 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544121.1 Northing Nad83: 4803666 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 4/10/1991 Primary Water Use: Public Secondary Water Use: Well Depth (ft): 196 Pump Rate (gpm): 500 Static Water Level (ft): 40 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Convent.) Flowing (y/n): N Elevation (ft): 324.182373 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 22 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 103 103 BROWN SAND, SILT, SOFT 43 146 GREY CLAY, SAND, HARD 8 154 GREY TILL, SILT, HARD 10 164 GREY SAND 32 196 GREY SAND, GRAVEL, SOFT Page 32 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-23 Address Well Id Lot lot 12 6508172 012 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542528 Northing Nad83: 4803656 Zone: 17 Utm Reliability: margin of error : < 3 m Construction Date: 10/19/1997 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 220 Pump Rate (gpm): 20 Static Water Level (ft): 83 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): 342.304931 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 23 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 115 115 BROWN SAND, CLAY, STONES 50 165 GREY CLAY, SILT 40 205 GREY CLAY, STONES 15 220 BROWN GRAVEL Page 33 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-24 Address Well Id Lot lot 13 6506516 013 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542370.1 Northing Nad83: 4803681 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 2/27/1989 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 215 Pump Rate (gpm): 15 Static Water Level (ft): 92 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Convent.) Flowing (y/n): N Elevation (ft): 341.83609 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL, STEEL Page 24 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 12 12 BROWN CLAY 9 21 BROWN GRAVEL, SAND, SOFT 49 70 GREY CLAY 12 82 BROWN SAND 45 127 GREY CLAY 60 187 GREY SAND, CLAY, SOFT 5 192 GREY SAND 17 209 GREY SAND, CLAY, SOFT 6 215 BROWN GRAVEL Page 34 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-25 Address Well Id KITCHENER 7150547 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 543296 Northing Nad83: 4803437 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 6/11/2010 Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 20 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Rotary (Convent.) Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Untested Casing Material: STEEL, PLASTIC Page 25 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 9 9 BLACK PEAT 11 20 BROWN SAND, GRAVEL Page 35 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-26 Address Well Id Lot lot 13 Kitchener 7104584 013 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542965 Northing Nad83: 4803398 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 27.88714 Pump Rate (gpm): Static Water Level (ft): 8 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Boring Flowing (y/n): Elevation (ft): 326.359283 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Not stated Casing Material: PLASTIC Page 26 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 0.3 0.984252 BROWN SILT 0.3 1.968504 BROWN SILT, SAND 7.9 27.88714 BROWN SAND, SILT Page 36 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-27 Address Well Id Lot Concession Concession Name 6508244 County Municipality WATERLOO KITCHENER CITY Easting Nad83: 544241.6 Northing Nad83: 4803419 Zone: 17 Utm Reliability: margin of error : < 3 m Construction Date: 6/19/1998 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 186 Pump Rate (gpm): 25 Static Water Level (ft): 90 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): 330.219329 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 27 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 49 49 BROWN GRAVEL, SILT, SAND 13 62 BROWN GRAVEL, BOULDERS, HARD 61 123 GREY CLAY, SILT, STONES 26 149 GREY SAND, SILT, SOFT 22 171 GREY TILL, STONES, HARD 13 184 GREY SAND, GRAVEL, SOFT 2 186 GREY SAND, SILT, SOFT Page 37 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-28 Address Well Id Lot Concession Concession Name 6500106 County Municipality WATERLOO CAMBRIDGE CITY (GALT) Easting Nad83: 543514.1 Northing Nad83: 4802583 Zone: 17 Utm Reliability: unknown UTM Construction Date: 3/26/1952 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 69 Pump Rate (gpm): 8 Static Water Level (ft): 12 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (ft): 323.980346 Elevation Reliability: Depth to Bedrock (ft): 38 Overburden/Bedrock: Bedrock Water Type: FRESH Casing Material: STEEL, OPEN HOLE Page 28 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 10 10 TOPSOIL, STONES 20 30 GRAVEL 8 38 MEDIUM SAND 9 47 WHITE ROCK 13 60 BROWN ROCK 9 69 WHITE ROCK Page 38 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-29 Address Well Id KITCHENER 6510709 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544476 Northing Nad83: 4802662 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 5/29/2006 Primary Water Use: Secondary Water Use: Well Depth (ft): 14.76378 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 335.921478 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: PLASTIC Page 29 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 0.4 1.312336 BROWN 2.6 9.84252 BROWN SILT, TOPSOIL, DARKCOLOURED SILT, SAND, CLAY 0.8 12.467192 BROWN SILT, CLAY 0.7 14.76378 GREY SILT, CLAY Page 39 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-30 Address Well Id Lot lot 14 6503114 014 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543614.1 Northing Nad83: 4802473 Zone: 17 Utm Reliability: margin of error : 30 m - 100 m Construction Date: 11/25/1969 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 25 Pump Rate (gpm): Static Water Level (ft): 6 Flow Rate (gpm): Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Boring Flowing (y/n): N Elevation (ft): 328.742614 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: GALVANIZED Page 30 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 1 1 BLACK TOPSOIL 3 4 BROWN CLAY 21 25 BROWN MEDIUM SAND Page 40 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-31 Address Well Id Lot lot 9 6500923 009 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543889.1 Northing Nad83: 4802473 Zone: 17 Utm Reliability: margin of error : 100 m - 300 m Construction Date: 9/13/1966 Primary Water Use: Livestock Secondary Water Use: Domestic Well Depth (ft): 55 Pump Rate (gpm): 15 Static Water Level (ft): 32 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (ft): 324.076751 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 31 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 22 22 BROWN CLAY 28 50 CLAY, MEDIUM SAND 5 55 MEDIUM SAND Page 41 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-32 Address Well Id Lot lot 14 6509829 014 Concession Concession Name County Municipality BT WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 542830 Northing Nad83: 4802210 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 2/4/2004 Primary Water Use: Secondary Water Use: Well Depth (ft): 16.4042 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 340.924926 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: PLASTIC Page 32 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 4 13.12336 BROWN SAND, SILT 1 16.4042 GREY SILT Page 42 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-33 Address Well Id Lot lot 14 6507679 014 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543852.1 Northing Nad83: 4802182 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 5/20/1994 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): 252 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Rotary (Reverse) Flowing (y/n): Elevation (ft): 323.46762 Elevation Reliability: Depth to Bedrock (ft): 223 Overburden/Bedrock: Mixed in a Layer Water Type: Casing Material: PLASTIC Page 33 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 11 11 BROWN SAND, SILTY, SOFT 22 33 GREY SAND, SILTY, SOFT 15 48 GREY 26 74 GREY 34 108 GREY 53 161 GREY STONES, SILT, MEDIUMGRAINED CLAY, LAYERED, MEDIUM SAND GRAVEL, CEMENTED, MEDIUM-GRAINED GRAVEL, SOFT, CEMENTED 43 204 GREY 19 223 BROWN 16 239 GREY 13 252 GREY SAND, SILTY, MEDIUMGRAINED CLAY, STONES, MEDIUMGRAINED CLAY, STONES, SHALE SHALE, LIMESTONE, LAYERED Page 43 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-34 Address Well Id Lot lot 6 kitchener 6509715 006 Concession Concession Name County Municipality BNS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 543455 Northing Nad83: 4801799 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 1/28/2004 Primary Water Use: Secondary Water Use: Well Depth (ft): 83.989504 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 344.389068 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: PLASTIC Page 34 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 13.1 42.979004 BROWN SAND 9.2 73.162732 BROWN SAND, GRAVEL 3.3 83.989504 BROWN SILT, SAND Page 44 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-35 Address Well Id Kitchener 7118822 Lot Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 544267 Northing Nad83: 4801783 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 10/6/2008 Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 64.960632 Pump Rate (gpm): Static Water Level (ft): 1.5 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Boring Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: PLASTIC Page 35 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 0.1 0.328084 BROWN SILT, TOPSOIL 11.8 39.041996 BROWN SAND, SILT 5.2 56.102364 BROWN SAND, GRAVEL 2.7 64.960632 BROWN SILT, SAND Page 45 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-36 Address Well Id Lot lot 344 Kitchener 7116518 344 Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 544679 Northing Nad83: 4801861 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 8/20/2008 Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 23.950132 Pump Rate (gpm): Static Water Level (ft): 1 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Boring Flowing (y/n): Elevation (ft): 315.214202 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Not stated Casing Material: PLASTIC Page 36 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 0.3 0.984252 BROWN SILT, TOPSOIL 3 10.826772 BROWN SILT, SAND, CLAY 4 23.950132 BROWN SAND, SILT Page 46 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-37 Address Well Id Lot lot 4 KITCHENER 6510322 004 Concession Concession Name County Municipality WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544580 Northing Nad83: 4801500 Zone: 17 Utm Reliability: Construction Date: 1/28/2004 Primary Water Use: Secondary Water Use: Well Depth (ft): 18.04462 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Observation Wells Construction Method: Boring Flowing (y/n): Elevation (ft): 324.095581 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Casing Material: PLASTIC Page 37 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 3 9.84252 BROWN SAND, DRY 2.5 18.04462 BROWN SAND, SILT, WATERBEARING Page 47 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-38 Address Well Id Lot lot 4 6504970 004 Concession Concession Name County Municipality BNS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: 544354.1 Northing Nad83: 4801383 Zone: 17 Utm Reliability: margin of error : 30 m - 100 m Construction Date: 8/1/1979 Primary Water Use: Secondary Water Use: Well Depth (ft): 292 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Test Hole Construction Method: Rotary (Convent.) Flowing (y/n): Elevation (ft): 341.98941 Elevation Reliability: Depth to Bedrock (ft): 284 Overburden/Bedrock: Bedrock Water Type: Casing Material: Page 38 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour 26 26 SILT, COARSE SAND 24 50 COARSE GRAVEL, STONES 20 70 TILL, SANDY 7 77 CLAY, TILL 33 110 GRAVEL, BOULDERS 30 140 GRAVEL, STONES 80 220 CLAY, TILL, STONES 64 284 CLAY, TILL, STONES 8 292 GREY Material LIMESTONE Page 48 of Detail Report Provincial Source Database Water Well Information System Map Key Company WWIS-39 Address Well Id Lot lot 6 KITCHENER 7113289 006 Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 543096 Northing Nad83: 4801169 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 9/9/2008 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 91.86352 Pump Rate (gpm): 7 Static Water Level (ft): 20.83 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Flowing (y/n): Elevation (ft): 338.641754 Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: Page 39 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) 28 91.86352 Material Colour Material OTHER Page 49 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 10 6505518 010 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 11/18/1983 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 50 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Supply Construction Method: Boring Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): 29 Overburden/Bedrock: Bedrock Water Type: Casing Material: GALVANIZED Page 40 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 4 4 BROWN CLAY 1 5 12 17 GREY CLAY 1 18 GREY TOPSOIL 11 29 GREY CLAY 21 50 BLUE LIMESTONE GRAVEL Page 50 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 12 6507339 012 Concession Concession Name County Municipality BET WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 11/5/1992 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 198 Pump Rate (gpm): 12 Static Water Level (ft): 120 Flow Rate (gpm): Clear/Cloudy: CLOUDY Specific Capacity: Final Well Status: Water Supply Construction Method: Cable Tool Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Not stated Casing Material: STEEL Page 41 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 50 50 BROWN CLAY, SAND, LOOSE 10 60 BROWN SAND 63 123 GREY CLAY, HARD 57 180 GREY CLAY, SAND, GRAVEL 17 197 GREY SAND, GRAVEL, LOOSE 1 198 GREY GRAVEL, FINE SAND Page 51 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 4 6507399 004 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 3/20/1992 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 92 Pump Rate (gpm): 10 Static Water Level (ft): 30 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Convent.) Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL, OPEN HOLE Page 42 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 38 38 BROWN CLAY, STONES, BOULDERS 17 55 GREY CLAY, HARD 28 83 GREY CLAY, STONES, HARD 7 90 BROWN SAND, STONES, LOOSE 2 92 BROWN GRAVEL, LOOSE Page 52 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 4 6508076 004 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 3/18/1997 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 76 Pump Rate (gpm): 15 Static Water Level (ft): 32 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): 52 Overburden/Bedrock: Bedrock Water Type: Not stated Casing Material: STEEL, OPEN HOLE Page 43 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 52 52 BROWN CLAY, STONES, GRAVEL 24 76 GREY LIMESTONE Page 53 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 12 6508173 012 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 12/10/1997 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 165 Pump Rate (gpm): 30 Static Water Level (ft): 92 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Air) Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 44 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 65 65 BROWN CLAY, STONES, HARD 37 102 GREY SILT, SOFT 33 135 GREY CLAY, HARD 25 160 GREY CLAY, STONES, HARD 5 165 BROWN GRAVEL, LOOSE Page 54 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 10 6508592 010 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 10/21/1999 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 111 Pump Rate (gpm): 8 Static Water Level (ft): 48 Flow Rate (gpm): Clear/Cloudy: CLEAR Specific Capacity: Final Well Status: Water Supply Construction Method: Rotary (Convent.) Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: FRESH Casing Material: STEEL Page 45 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 37 37 BROWN SAND, GRAVEL, SOFT 59 96 GREY CLAY 11 107 GREY SAND, SILT 4 111 GREY SAND, GRAVEL Page 55 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 8 6509133 008 Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 8/5/2002 Primary Water Use: Not Used Secondary Water Use: Well Depth (ft): Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Abandoned-Other Construction Method: Not Known Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: No formation data Water Type: Casing Material: Thickness (ft) Page 46 of Water Well Information System Environmental Risk Information Services Ltd. Original Depth (ft) Material Colour Material Page 56 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Address Well Id Lot lot 4 6509294 004 Concession Concession Name County Municipality BOS WATERLOO KITCHENER CITY (WATERLOO TWP) Easting Nad83: Northing Nad83: Zone: 17 Utm Reliability: unknown UTM Construction Date: 2/7/2003 Primary Water Use: Domestic Secondary Water Use: Well Depth (ft): 81 Pump Rate (gpm): 20 Static Water Level (ft): 43 Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Water Supply Construction Method: Air Precussion Flowing (y/n): N Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Overburden Water Type: Not stated Casing Material: STEEL Page 47 of Water Well Information System Environmental Risk Information Services Ltd. Thickness (ft) Original Depth (ft) Material Colour Material 18 18 BROWN CLAY, SANDY, STONES 17 35 BROWN CLAY, GRAVEL, SANDY 7 42 BROWN GRAVEL, SAND 36 78 GREY CLAY, SANDY, GRAVEL 3 81 GREY GRAVEL, SAND Page 57 of Detail Report Provincial Source Database Water Well Information System Map Key Company n/a Page 48 of Water Well Information System Environmental Risk Information Services Ltd. Address Well Id Lot DOON CREEK SUBDIVISION TILT DRIVE lot 5 Kitchener 7122596 005 Concession Concession Name County Municipality WATERLOO KITCHENER CITY Easting Nad83: 545225 Northing Nad83: 483078 Zone: 17 Utm Reliability: margin of error : 10 - 30 m Construction Date: 2/24/2009 Primary Water Use: Monitoring Secondary Water Use: Well Depth (ft): 19.68504 Pump Rate (gpm): Static Water Level (ft): Flow Rate (gpm): Clear/Cloudy: Specific Capacity: Final Well Status: Construction Method: Jetting Flowing (y/n): Elevation (ft): Elevation Reliability: Depth to Bedrock (ft): Overburden/Bedrock: Water Type: Casing Material: PLASTIC Thickness (ft) Original Depth (ft) Material Colour Material 5.5 18.04462 BROWN FINE SAND, MEDIUM SAND 0.5 19.68504 GREY CLAY, TILL, CLAYEY Page 58 of Detail Report Appendix: Ontario Database Descriptions EcoLog Environmental Risk Information Services Ltd can search the following databases. The extent of historical information varies with each database and current information is determined by what is publicly available to EcoLog ERIS at the time of update. Note: Databases denoted with “*” indicates that the database will no longer be updated. See the individual database descriptions for more information. Provincial Government Source Databases: Abandoned Aggregate Inventory Up to Sept 2002 AAGR The MAAP Program maintains a database of all abandoned pits and quarries. Please note that the database is only referenced by lot and concession and city/town location. The database provides information regarding the location, type, size, land use, status and general comments. Aggregate Inventory Up to Jun 2010 AGR The Ontario Ministry of Natural Resources maintains a database of all active pits and quarries. Please note that the database is only referenced by lot\concession and city/town location. The database provides information regarding the registered owner/operator, location, status, licence type, and maximum tonnage. Abandoned Mines Information System 1800-2005 AMIS The Abandoned Mines Information System contains data on known abandoned and inactive mines located on both Crown and privately held lands. The information was provided by the Ministry of Northern Development and Mines (MNDM), with the following disclaimer: “the database provided has been compiled from various sources, and the Ministry of Northern Development and Mines makes no representation and takes no responsibility that such information is accurate, current or complete”. Reported information includes official mine name, status, background information, mine start/end date, primary commodity, mine features, hazards and remediation. Borehole 1875-Sept 2010 BORE A borehole is the generalized term for any narrow shaft drilled in the ground, either vertically or horizontally. The information here includes geotechnical investigations or environmental site assessments, mineral exploration, or as a pilot hole for installing piers or underground utilities. Information is from many sources such as the Ministry of Transportation (MTO) boreholes from engineering reports and projects from the 1950 to 1990’s in Southern Ontario. Boreholes from the Ontario Geological Survey (OGS) including The Urban Geology Analysis Information System (UGAIS) and the York Peel Durham Toronto (YPDT) database of the Conservation Authority Moraine Coalition. This database will include fields such as location, stratigraphy, depth, elevation, year drilled, etc. For all water well data or oil and gas well data for Ontario please refer to WWIS and OOGW. Certificates of Approval 1985-Sept 2002* (for current CofA info please check the EBR Database) CA This database contains the following types of approvals: Certificates of Approval (Air) issued under Section 9 of the Ontario EPA; Certificates of Approval (Industrial Wastewater) issued under Section 53 of the Ontario Water Resources Act (“OWRA”); and Certificates of Approval (Municipal/Provincial Sewage and Waterworks) issued under Sections 52 and 53 of the OWRA. For more current Certificate of Approval information please see the EBR database, which will include information such as 'Approval for discharge into the natural environment other than water (i.e. Air) (EPA s.9)', and Approval for sewage works (OWRA s.53(1)). TSSA Commercial Fuel Oil Tanks 1948-Aug 2010 CFOT Since May 2002, Ontario developed a new act where it became mandatory for fuel oil tanks to be registered with Technical Standards & Safety Authority (TSSA). This data would include all commercial underground fuel oil tanks in Ontario with fields such as location, registration number, tank material, age of tank and tank size. Coal Gasification Plants 1987, 1988* COAL This inventory of all known and historical coal gasification plants was collected by the Ministry of Environment. It identifies industrial sites that produced and continue to produce or use coal tar and other related tars. Detailed information is available and includes: facility type, size, landuse, soil condition, site operators/occupants, site description, and potential environmental impacts. This information is effective to 1988, but the program has since been discontinued. Compliance and Convictions 1989-2010 CONV This database summarizes the fines and convictions handed down by the Ontario courts beginning in 1989. Companies and individuals named here have been found guilty of environmental offenses in Ontario courts of law. Drill Holes 1886-2005 DRL The Ontario Drill Hole Database contains information on more than 113,000 percussion, overburden, sonic and diamond drill holes from assessment files on record with the department of Mines and Minerals. Please note that limited data is available for southern Ontario, as it was the last area to be completed. The database was created when surveys submitted to the Ministry were converted in the Assessment File Research Image Database (AFRI) project. However, the degree of accuracy (coordinates) as to the exact location of drill holes is dependent upon the source document submitted to the MNDM. Levels of accuracy used to locate holes are: centering on the mining claim; a sketch of the mining claim; a 1:50,000 map; a detailed company map; or from submitted a “Report of Work”. Environmental Registry 1994-2010 EBR The Environmental Registry lists proposals, decisions and exceptions regarding policies, Acts, instruments, or regulations that could significantly affect the environment. Through the Registry, thirteen provincial ministries notify the public of upcoming proposals and invite their comments. For example, if a local business is requesting a permit, licence, or certificate of approval to release substances into the air or water; these are notified on the registry. Data includes things like; Approval for discharge into the natural environment other than water (i.e. Air), Permit to Take Water (PTTW), Certificate of Property Use (CPU), Approval for a waste disposal site, Order for preventative measures.(EPA s. 18), Order for conformity with Act for waste disposal sites.(EPA s. 44), Order for remedial work.(EPA s. 17) and many more. TSSA Fuel Storage Tanks Current to Jun 2010 FST The Technical Standards & Safety Authority (TSSA), under the Technical Standards & Safety Act of 2000 maintains a database of registered private and retail fuel storage tanks in Ontario with fields such as location, tank status, license date, tank type, tank capacity, fuel type, installation year and facility type. Ontario Regulation 347 Waste Generators Summary 1986-Oct 2010 GEN Regulation 347 of the Ontario EPA defines a waste generation site as any site, equipment and/or operation involved in the production, collection, handling and/or storage of regulated wastes. A generator of regulated waste is required to register the waste generation site and each waste produced, collected, handled, or stored at the site. This database contains the registration number, company name and address of registered generators including the types of hazardous wastes generated. It includes data on waste generating facilities such as: drycleaners, waste treatment and disposal facilities, machine shops, electric power distribution etc. This information is a summary of all years from 1986 including the most currently available data. Some records may contain, within the company name, the phrase “See & Use…” followed by a series of letters and numbers. This occurs when one company is amalgamated with or taken over by another registered company. The number listed as “See & Use”, refers to the new ownership and the other identification number refers to the original ownership. This phrase serves as a link between the 2 companies until operations have been fully transferred. Mineral Occurrences 1846-Nov 2010 MNR In the early 70’s, the Ministry of Northern Development and Mines created an inventory of approximately 19,000 mineral occurrences in Ontario, in regard to metallic and industrial minerals, as well as some information on building stones and aggregate deposits. Please note that the “Horizontal Positional Accuracy” is approximately +/- 200 m. Many reference elements for each record were derived from field sketches using pace or chain/tape measurements against claim posts or topographic features in the area. The primary limiting factor for the level of positional accuracy is the scale of the source material. The testing of horizontal accuracy of the source materials was accomplished by comparing the planimetric (X and Y) coordinates of that point with the coordinates of the same point as defined from a source of higher accuracy. -2- Non-Compliance Reports 1992(water only), 1994-2008 NCPL The Ministry of the Environment provides information about non-compliant discharges of contaminants to air and water that exceed legal allowable limits, from regulated industrial and municipal facilities. A reported non-compliance failure may be in regard to a Control Order, Certificate of Approval, Sectoral Regulation or specific regulation/act. Ontario Oil and Gas Wells 1800-Nov 2010 OOGW In 1998, the MNR handed over to the Ontario Oil, Gas and Salt Resources Corporation, the responsibility of maintaining a database of oil and gas wells drilled in Ontario. The OGSR Library has over 20,000+ wells in their database. Information available for all wells in the ERIS database include well owner/operator, location, permit issue date, well cap date, licence no., status, depth and the primary target (rock unit) of the well being drilled. All geology/stratigraphy table information, plus all water table information is also provide for each well record. Ontario Inventory of PCB Storage Sites 1987-Oct 2004 OPCB The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of PCB storage sites within the province. Ontario Regulation 11/82 (Waste Management - PCB) and Regulation 347 (Generator Waste Management) under the Ontario EPA requires the registration of inactive PCB storage equipment and/or disposal sites of PCB waste with the Ontario Ministry of Environment. This database contains information on: 1) waste quantities; 2) major and minor sites storing liquid or solid waste; and 3) a waste storage inventory. Pesticide Register 1988-Jan 2010 PES The Ontario Ministry of Environment maintains a database of all manufacturers and vendors of registered pesticides. Private and Retail Fuel Storage Tanks 1989-1996* PRT The Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations maintained a database of all registered private fuel storage tanks and licensed retail fuel outlets. This database includes an inventory of locations that have gasoline, oil, waste oil, natural gas and/or propane storage tanks on their property. The MCCR no longer collects this information. This information is now collected by the Technical Standards and Safety Authority (TSSA). Ontario Regulation 347 Waste Receivers Summary 1986-2008 REC Part V of the Ontario Environmental Protection Act (“EPA”) regulates the disposal of regulated waste through an operating waste management system or a waste disposal site operated or used pursuant to the terms and conditions of a Certificate of Approval or a Provisional Certificate of Approval. Regulation 347 of the Ontario EPA defines a waste receiving site as any site or facility to which waste is transferred by a waste carrier. A receiver of regulated waste is required to register the waste receiving facility. This database represents registered receivers of regulated wastes, identified by registration number, company name and address, and includes receivers of waste such as: landfills, incinerators, transfer stations, PCB storage sites, sludge farms and water pollution control plants. This information is a summary of all years from 1986 including the most currently available data. Record of Site Condition 1997-Sept 2001, Oct 2004-2010 RSC The Record of Site Condition (RSC) is part of the Ministry of the Environment’s Brownfields Environmental Site Registry. Protection from environmental cleanup orders for property owners is contingent upon documentation known as a record of site condition (RSC) being filed in the Environmental Site Registry. In order to file an RSC, the property must have been properly assessed and shown to meet the soil, sediment and groundwater standards appropriate for the use, such as residential, proposed to take place on the property. The Record of Site Condition Regulation (O. Reg. 153/04) details requirements related to site assessment and clean up. Information available includes Registration Number, Filing Owner, Property Address, Filing Date and Municipality. -3- Ontario Spills 1988-Jun 2010 SPL This database identifies information such as location (approximate), type and quantity of contaminant, date of spill, environmental impact, cause, nature of impact, etc. Information from 1988-2002 was part of the ORIS (Occurrence Reporting Information System). The SAC (Spills Action Centre) handles all spills reported in Ontario. Regulations for spills in Ontario are part of the MOE’s Environmental Protection Act, Part X. Wastewater Discharger Registration Database 1990-2009 SRDS Information under this heading is combination of the following 2 programs. The Municipal/Industrial Strategy for Abatement (MISA) division of the Ontario Ministry of Environment maintained a database of all direct dischargers of toxic pollutants within nine sectors including: Electric Power Generation; Mining; Petroleum Refining; Organic Chemicals; Inorganic Chemicals; Pulp & Paper; Metal Casting; Iron & Steel; and Quarries. All sampling information is now collected and stored within the Sample Result Data Store (SRDS). Waste Disposal Sites - MOE CA Inventory 1970-Sept 2002 WDS The Ontario Ministry of Environment, Waste Management Branch, maintains an inventory of known open (active or inactive) and closed disposal sites in the Province of Ontario. Active sites maintain a Certificate of Approval, are approved to receive and are receiving waste. Inactive sites maintain Certificate(s) of Approval but are not receiving waste. Closed sites are not receiving waste. The data contained within this database was compiled from the MOE's Certificate of Approval database. Locations of these sites may be cross-referenced to the Anderson database described under ERIS’s Private Source Database section, by the CA number. For more current information for Waste Disposal Sites please see the EBR database, which will include information such as 'Approval for a waste disposal site (EPA s.27)' and 'Approval for use of a former waste disposal site (EPA s.46)'. Waste Disposal Sites - MOE 1991 Historical Approval Inventory Up to Oct 1990* WDSH In June 1991, the Ontario Ministry of Environment, Waste Management Branch, published the "June 1991 Waste Disposal Site Inventory", of all known active and closed waste disposal sites as of October 30st, 1990. For each "active" site as of October 31st 1990, information is provided on site location, site/CA number, waste type, site status and site classification. For each "closed" site as of October 31st 1990, information is provided on site location, site/CA number, closure date and site classification. Locations of these sites may be cross-referenced to the Anderson database described under ERIS’s Private Source Database section, by the CA number. Water Well Information System 1955-Sept 2010 WWIS This database describes locations and characteristics of water wells found within Ontario in accordance with Regulation 903. It includes such information as coordinates, construction date, well depth, primary and secondary use, pump rate, static water level, well status, etc. Also included are detailed stratigraphy information, approximate depth to bedrock and the approximate depth to the water table. Diagram Identifier: Federal Government Source Databases: Environmental Effects Monitoring 1992-2007* EEM The Environmental Effects Monitoring program assesses the effects of effluent from industrial or other sources on fish, fish habitat and human usage of fisheries resources. Since 1992, pulp and paper mills have been required to conduct EEM studies under the Pulp and Paper Effluent Regulations. This database provides information on the mill name, geographical location and sub-lethal toxicity data. Environmental Issues Inventory System 1992-2001* EIIS The Environmental Issues Inventory System was developed through the implementation of the Environmental Issues and Remediation Plan. This plan was established to determine the location and severity of contaminated sites on inhabited First Nation reserves, and where necessary, to remediate those that posed a risk to health and safety; and to prevent future environmental problems. The EIIS provides information on the reserve under investigation, inventory number, name of site, environmental issue, site action (Remediation, Site Assessment), and date investigation completed. -4- Federal Convictions 1988-Jun 2007 FCON Environment Canada maintains a database referred to as the “Environmental Registry” that details prosecutions under the Canadian Environmental Protection Act (CEPA) and the Fisheries Act (FA). Information is provided on the company name, location, charge date, offence and penalty. Contaminated Sites on Federal Land June 2000-Jan 2011 FCS The Treasury Board of Canada Secretariat maintains an inventory of all known contaminated sites held by various Federal departments and agencies. This inventory does not include properties owned by Crown corporations, but does contain nonfederal sites for which the Government of Canada has accepted some or all financial responsibility. All sites have been classified through a system developed by the Canadian Council of Ministers of the Environment. The database provides information on company name, location, site ID #, property use, classification, current status, contaminant type and plan of action for site remediation. Fisheries & Oceans Fuel Tanks 1964-Sept 2003 FOFT Fisheries & Oceans Canada maintains an inventory of all aboveground & underground fuel storage tanks located on Fisheries & Oceans property or controlled by DFO. Our inventory provides information on the site name, location, tank owner, tank operator, facility type, storage tank location, tank contents & capacity, and date of tank installation. Indian & Northern Affairs Fuel Tanks 1950-Aug 2003 IAFT The Department of Indian & Northern Affairs Canada (INAC) maintains an inventory of all aboveground & underground fuel storage tanks located on both federal and crown land. Our inventory provides information on the reserve name, location, facility type, site/facility name, tank type, material & ID number, tank contents & capacity, and date of tank installation. National Analysis of Trends in Emergencies System (NATES) 1974-1994* NATE In 1974 Environment Canada established the National Analysis of Trends in Emergencies System (NATES) database, for the voluntary reporting of significant spill incidents. The data was to be used to assist in directing the work of the emergencies program. NATES ran from 1974 to 1994. Extensive information is available within this database including company names, place where the spill occurred, date of spill, cause, reason and source of spill, damage incurred, and amount, concentration, and volume of materials released. National Defence & Canadian Forces Fuel Tanks Up to May 2001* NDFT The Department of National Defence and the Canadian Forces maintains an inventory of all aboveground & underground fuel storage tanks located on DND lands. Our inventory provides information on the base name, location, tank type & capacity, tank contents, tank class, date of tank installation, date tank last used, and status of tank as of May 2001. This database will no longer be updated due to the new National Security protocols which have prohibited any release of this database. National Defence & Canadian Forces Spills Mar 1999-Aug 2010 NDSP The Department of National Defence and the Canadian Forces maintains an inventory of spills to land and water. All spill sites have been classified under the “Transportation of Dangerous Goods Act - 1992”. Our inventory provides information on the facility name, location, spill ID #, spill date, type of spill, as well as the quantity of substance spilled & recovered. National Defence & Canadian Forces Waste Disposal Sites 2001-April 2007 NDWD The Department of National Defence and the Canadian Forces maintains an inventory of waste disposal sites located on DND lands. Where available, our inventory provides information on the base name, location, type of waste received, area of site, depth of site, year site opened/closed and status. -5- National Environmental Emergencies System (NEES) 1974-2003 NEES In 2000, the Emergencies program implemented NEES, a reporting system for spills of hazardous substances. For the most part, this system only captured data from the Atlantic Provinces, some from Quebec and Ontario and a portion from British Columbia. Data for Alberta, Saskatchewan, Manitoba and the Territories was not captured. However, NEES is also a repository for all previous Environment Canada spill datasets. NEES is composed of the historic datasets – or Trends – which dates from approximately 1974 to present. NEES Trends is a compilation of historic databases, which were merged and includes data from NATES (National Analysis of Trends in Emergencies System), ARTS (Atlantic Regional Trends System), and NEES. In 2001, the Emergencies Program determined that variations in reporting regimes and requirements between federal and provincial agencies made national spill reporting and trend analysis difficult to achieve. As a consequence, the department has focused efforts on capturing data on spills of substances which fall under its legislative authority only (CEPA and FA). As such, the NEES database will be decommissioned in December 2004. National PCB Inventory 1988-2008 NPCB Environment Canada’s National PCB inventory includes information on in-use PCB containing equipment in Canada including federal, provincial and private facilities. All federal out-of-service PCB containing equipment and all PCB waste owned by the federal government or by federally regulated industries such as airlines, railway companies, broadcasting companies, telephone and telecommunications companies, pipeline companies, etc. are also listed. Although it is not Environment Canada’s mandate to collect data on non-federal PCB waste, the National PCB inventory includes some information on provincial and private PCB waste and storage sites. National Pollutant Release Inventory 1993-2008 NPRI Environment Canada has defined the National Pollutant Release Inventory (“NPRI”) as a federal government initiative designed to collect comprehensive national data regarding releases to air, water, or land, and waste transfers for recycling for more than 300 listed substances. Parks Canada Fuel Storage Tanks 1920-Jan 2005 PCFT Canadian Heritage maintains an inventory of all known fuel storage tanks operated by Parks Canada, in both National Parks and at National Historic Sites. The database details information on site name, location, tank install/removal date, capacity, fuel type, facility type, tank design and owner/operator. Transport Canada Fuel Storage Tanks 1970-March 2007 TCFT With the provinces of BC, MB, NB, NF, ON, PE, and QC; Transport Canada currently owns and operates 90 fuel storage tanks. This inventory will also include The Pickering Lands, which refers to the 7,530 hectares (18,600 acres) of land in Pickering, Markham and Uxbridge - owned by the Government of Canada since 1972. Properties on this land has been leased by the government since 1975, falls under the Site Management Policy of Transport Canada, but administered by Public Works and Government Services Canada. Our inventory provides information on the site name, location, tank age, capacity and fuel type. Private Source Databases: Anderson’s Waste Disposal Sites 1860s-Present ANDR The information provided in this database was collected by examining various historical documents which aimed to characterize the likely position of former waste disposal sites from 1860 to present. The research initiative behind the creation of this database was to identify those sites that are missing from the Ontario MOE Waste Disposal Site Inventory, as well as to provide revisions and corrections to the positions and descriptions of sites currently listed in the MOE inventory. In addition to historic waste disposal facilities, the database also identifies certain auto wreckers and scrap yards that have been extrapolated from documentary sources. Please note that the data is not warranted to be complete, exhaustive or authoritive. The information was collected for research purposes only. -6- Automobile Wrecking & Supplies 2001-Jun 2010 AUWR This database provides an inventory of all known locations that are involved in the scrap metal, automobile wrecking/recycling, and automobile parts & supplies industry. Information is provided on the company name, location and business type. Chemical Register 1992, 1999-Jun 2010 CHEM This database includes information from both a one time study conducted in 1992 and private source and is a listing of facilities that manufacture or distribute chemicals. The production of these chemical substances may involve one or more chemical reactions and/or chemical separation processes (i.e. fractionation, solvent extraction, crystallization, etc.). ERIS Historical Searches 1999-Sept 2010 EHS EcoLog ERIS has compiled a database of all environmental risk reports completed since March 1999. Available fields for this database include: site location, date of report, type of report, and search radius. As per all other databases, the ERIS database can be referenced on both the map and “Statistical Profile” page. Canadian Mine Locations 1998-2009 MINE This information is collected from the Canadian & American Mines Handbook. The Mines database is a national database that provides over 290 listings on mines (listed as public companies) dealing primarily with precious metals and hard rocks. Listed are mines that are currently in operation, closed, suspended, or are still being developed (advanced projects). Their locations are provided as geographic coordinates (x, y and/or longitude, latitude). As of 2002, data pertaining to Canadian smelters and refineries has been appended to this database. Oil and Gas Wells Oct 2001-2010 OGW The Nickle’s Energy Group (publisher of the Daily Oil Bulletin) collects information on drilling activity including operator and well statistics. The well information database includes name, location, class, status and depth. The main Nickles’ database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at www.nickles.com. Canadian Pulp and Paper 1999, 2002, 2004, 2005, 2009 PAP This information is part of the Pulp and Paper Canada Directory. The Directory provides a comprehensive listing of the locations of pulp and paper mills and the products that they produce. Retail Fuel Storage Tanks 2000-Jun 2010 RST This database includes an inventory of retail fuel outlet locations (including marinas) that have on their property gasoline, oil, waste oil, natural gas and / or propane storage tanks. Information is provided on company name, location and type of business. Scott’s Manufacturing Directory 1992-Sept 2009 SCT Scott’s Directories is a data bank containing information on over 70,000 manufacturers in Ontario. Even though Scott’s listings are voluntary, it is the most comprehensive database of Ontario manufacturers available. Information concerning a company’s address, plant size, and main products are included in this database. This database begins with 1992 information and is updated annually. Anderson’s Storage Tanks 1915-1953* TANK The information provided in this database was collected by examining various historical documents, which identified the location of former storage tanks, containing substances such as fuel, water, gas, oil, and other various types of miscellaneous products. Information is available in regard to business operating at tank site, tank location, permit year, permit & installation type, no. of tanks installed & configuration and tank capacity. Data contained within this database pertains only to the city of Toronto and is not warranted to be complete, exhaustive or authoritative. The information was collected for research purposes only. -7- CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 Appendix Appendix B Historical Aerial Photographs I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC RO ST R AD AS BU EX TE RG NS IO N PART B PART A STUDY AREA RO ST R AD AS BU EX TE RG NS IO N PART B PART A STUDY AREA RO ST R AD AS BU EX TE RG NS IO N PART B PART A STUDY AREA CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 Appendix Appendix C Site Photographs I:\331650\40-ENG\4E-ENV\GE-Site Investigation Reports\Contamination Overview Study\331650-0000-4EGE-0001 Ver01 Strasburg COS.DOC CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-1 Photograph 1: Study Area – Looking southwest from Caryndale Drive Photograph 2: Study Area – Looking northeast from Caryndale Drive CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-2 Photograph 3: Study Area – Looking west from Caryndale and Stauffer Drive’s intersection Photograph 4: Study Area – Looking northeast CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-3 Photograph 5: Study Area – Looking north from New Dundee Road Photograph 6: Study Area – Looking south from the trail west of Stauffer Drive terminus CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-4 Photograph 7: Study Area – Swampy area at Stauffer Drive terminus Photograph 8: Study Area – Dumped tires on the trail west of Stauffer Drive terminus CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-5 Photograph 9: Study Area – Dumped tires and scrap metals on the trail west of Stauffer Drive terminus Photograph 10: Study Area – Various litter inside the silo located on the trail west of Stauffer Drive terminus CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Date Page 2011-10-24 App C-6 Photograph 11: Farm located at 271 Reidel Drive Photograph 12: Farm located on New Dundee Road CITY OF KITCHENER Contamination Overview Study Strasburg Road Extension Kitchener, Ontario 331650-0000-4EGE-0001 Revision No. 01 Photograph 13: Farm located at 500 Stauffer Drive Date Page 2011-10-24 App C-7