HOLLENBECK SUBDIVISION TOWN OF GRAND VALLEY, ONTARIO

Transcription

1 BRENTWOOD BUILDING GROUP LIMITED HOLLENBECK SUBDIVISI TOWN OF GRAND VALLEY, TARIO PHASE E ENVIRMENTAL SITE ASSESSMENT Project No.: APRIL 7, 2017 WSP Canada Inc. 14 Ronell Crescent Collingwood, L9Y 4J7 Phone: Fax:

2 April 7, 2017 Brentwood Building Group Limited County Road 3 Orangeville, Ontario L9W 2Y9 Dear Mr. Hollenbeck, Subject: Phase One Environmental Assessment Hollenbeck Subdivision Town of Grand Valley, Ontario Project No.: We are pleased to present our Phase One Environmental Assessment report for the above-noted property. The scope of this Phase One Environmental Assessment conforms to the requirements outlined in Ontario Regulation 153/04. This Phase One Environmental Assessment does not include sampling or testing, and is based solely on visual observations and a review of available or supplied factual data. The report provides site information from a site reconnaissance, record reviews, interviews, and our conclusions for your consideration. Thank you for the opportunity to be of service on this project. We trust that this report will be satisfactory for your current needs. If you have any questions or require further information, please contact our office at your convenience. Yours truly, WSP Canada Inc. Valeriy Tyshchuk, P.Eng., QP ESA, CESA Environmental Engineer WSP Canada Inc. 14 Ronell Crescent Collingwood,, L9Y 4J7 Phone: Fax:

3 i TABLE OF CTENTS EXECUTIVE SUMMARY INTRODUCTI PHASE E PROPERTY INFORMATI SCOPE OF INVESTIGATI RECORDS REVIEW ENVIRMENTAL SOURCE INFORMATI PHYSICAL SETTING SOURCES SITE OPERATING RECORDS INTERVIEWS SITE RECNAISSANCE WRITTEN DESCRIPTI OF THE INVESTIGATI SPECIFIC OBSERVATIS AT THE PHASE E PROPERTY OBSERVATIS WITHIN PHASE E STUDY AREA REVIEW AND EVALUATI OF INFORMATI CURRENT AND HISTORICAL USES POTENTIALLY CTAMINATING ACTIVITY AREAS OF POTENTIAL ENVIRMENTAL CCERN PHASE E CCEPTUAL SITE MODEL DRAWINGS POTENTIALLY CTAMINATING ACTIVITY IMPACT OF UNDERGROUND UTILITIES GEOLOGICAL AND HYDROGEOLOGICAL INFORMATI UNCERTAINTY AND ABSENCE OF INFORMATI CCLUSIS RECORD OF SITE CDITI BASED PHASE E ENVIRMENTAL SITE ASSESSMENT ALE QUALIFIER QUALIFICATIS OF THE ASSESSORS SIGNATURES REFERENCES Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

4 ii T A B L E S ( W I T H I N B O D Y O F R E P O R T ) TABLE 1-1 PROPERTY INFORMATI... 3 TABLE 3-1 SUMMARY OF GENERAL RECORDS REVIEW... 5 TABLE 3-2 SUMMARY OF ECOLOG ERIS RESULTS... 7 TABLE 3-3 SUMMARY OF MOECC CERTIFICATES OF APPROVAL... 7 TABLE 3-4 SUMMARY OF ERIS HISTORICAL SEARCHES... 7 TABLE 3-5 SUMMARY OF FUEL STORAGE TANK DATABASE... 8 TABLE 3-6 SUMMARY OF FUEL STORAGE TANK HISTORIC DATABASE... 8 TABLE 3-7 SUMMARY OF O. REG. 247 WASTE MANAGEMENT RECORDS... 9 TABLE 3-8 SUMMARY OF PESTICIDE REGISTER DATABASE TABLE 3-9 SUMMARY OF PRIVATE AND RETAIL FUEL STORAGE TANK DATABASE TABLE 3-10 SUMMARY OF SCOTT S MANUFACTURING DIRECTORY TABLE 3-11 SUMMARY OF NHIC DATABASE RESULTS TABLE 3-12 SUMMARY OF PHYSICAL SETTING SOURCES TABLE 4-1 DETAILS OF INTERVIEW TABLE 5-1 SITE RECNAISSANCE INVESTIGATI NOTES TABLE 5-2 SITE RECNAISSANCE OBSERVATIS TABLE 5-3 PHASE E STUDY AREA RECNAISSANCE OBSERVATIS.. 20 TABLE 6-1 CURRENT AND PAST LAND USE TABLE 6-2 SUMMARY OF PCAS D R A W I N G S DRAWING 1 DRAWING 2 SITE LOCATI PLAN PHASE E CCEPTUAL SITE MODEL A P P E N D I C E S A P P E N D I X A A P P E N D I X B A P P E N D I X C A P P E N D I X D A P P E N D I X E A P P E N D I X F A P P E N D I X G LEGAL SURVEY ERIS ECOLOG REGULATORY INQUIRIES AERIAL PHOTOGRAPHS TOPOGRAPHIC MAP MOECC WELL RECORDS SITE PHOTOGRAPHS Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

5 iii A C R O N Y M S & A B B R E V I A T I O N S ACM APEC As AST B-HWS BTEX Cl- CN- Cr (VI) CSM EC ECA ESA FIP FOI ha Hg km L LCM m masl mbgs MNDM MNRF MOECC NPRI asbestos containing material area(s) of potential environmental concern as defined in O.Reg. 153/04, the area on, in or under a phase one property where one or more contaminants are potentially present, as determined through the phase one environmental site assessment, including through (a) identification of past or present uses on, in or under the phase one property, and (b) identification of potentially contaminating activity arsenic above ground storage tank boron (hot water soluble) benzene, toluene, ethylbenzene, and xylenes chlorine cyanide hexavalent chromium conceptual site model electrical conductivity Environmental Compliance Approval environmental site assessment fire insurance plan freedom of information hectare(s) mercury kilometre(s) litre(s) lead containing material metre(s) metres above sea level metres below ground surface Ministry of Northern Development and Mines Ministry of Natural Resources and Forestry Ministry of the Environment and Climate Change National Pollutant Release Inventory N/S not specified in Table 2, Schedule D, of O.Reg. 153/04 Na sodium Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

6 iv O.Reg. 153/04 O.Reg. 347 ODS PAH PCA PCB PCOC PHC PIN QA QC Ontario Regulation 153/04, as amended Ontario Regulation 347, as amended ozone depleting substances polycyclic aromatic hydrocarbon potentially contaminating activity as defined in O.Reg. 153/04, a use or activity set out in Column A of Table 2 of Schedule D that is occurring or has occurred in a Phase One study area polychlorinated biphenyl potential contaminant(s) of concern petroleum hydrocarbon property identification number quality assurance quality control QPESA Qualified Person for ESAs according to MOECC (O.Reg. 153/04) RA RSC SAR Sb SCS Se THM TSSA UFFI UST VOC risk assessment Record of Condition sodium adsorption ratio antimony Condition Standard selenium trihalomethane Technical Standards and Safety Authority urea formaldehyde foam insulation underground storage tank volatile organic compound Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

7 1 EXECUTIVE SUMMARY WSP Canada Inc. was retained by Mr. Brent Hollenbeck of Brentwood Building Group Limited to conduct a Phase One Environmental Assessment at the proposed Hollenbeck Subdivision in the Town of Grand Valley, Ontario (hereaer referred to as the Phase One Property or ). It is our understanding that this assessment has been requested to meet the Town of Grand Valley conditions for final plan approval of subdivision (file Number 22-T , condition 38.d.). The scope of this Phase One ESA conforms to the requirements outlined in O.Reg. 153/04. The objectives of the Phase One ESA were to identify the likelihood of the presence or absence of PCAs on the Phase One Property or within the Phase One Study Area, identify the APECs and PCOCs from the PCAs, and based on this information assess the requirements for additional investigation in the form of a Phase Two ESA. This Phase One ESA does not include sampling or testing, and is based solely on visual observations and a review of available or supplied factual data. The is an irregular shape, with frontage along Main Street N to the east and has an area of approximately acres (5.28 hectares). The is currently used for agricultural purposes. Based on the Phase One ESA, WSP presents the following findings: According to a topographic plan conducted by Van Hurten Surveying Inc. on May 20, 2014, the Phase One Property slopes to the south with an elevation of to masl. Based on the local topography, the inferred shallow groundwater flow direction of the Phase One Study Area is to the southeast towards the Grand River, which is located northeast, east and southeast with the closest point being approximately 570 m southeast. The groundwater flow direction on the Phase One Property can only be confirmed through groundwater monitoring. The is situated within a till plains (undrumlinized) physiographic region. The surficial geology of the northwest portion of the consists of clay to silt-textured till (derived from glaciolacustrine deposits or shale) while the rest of the consists of coarse-textured glaciolacustrine deposits consisting of sand, gravel, minor silt and clay with foreshore and basinal deposits. The underlying bedrock within the area generally consists of sandstone, shale, dolostone and siltstone of the Guelph Formation. The depth of bedrock in the vicinity of the is anticipated at a depth of approximately 12.2 to 38.1 mbgs, based on available MOECC well records. According to a Geotechnical Investigation report dated July 14, 2015 prepared by WSP (formerly SPL Consultants Limited), the surficial soils on the consisted of topsoil which was encountered at the surface in all boreholes and had a thickness of 150 to 480 mm overlying disturbed soils from agricultural operations which were clayey silt with inclusions of rootlets which extended to 0.8 to 1.5 mbgs. Clayey silt to silty clay material was found underlying the disturbed soils which extended to the final depth of the boreholes of 5.2 mbgs. Groundwater levels were taken on July 10, 2015 and ranged from 0.6 to 1.4 mbgs flowing in a southerly direction. According to the 1880 Dufferin County Atlas and aerial photographs, the Phase One Property has remained agricultural and vacant of any structures since at least 1930, possibly as early as Upon a review of historical information relating to the, aerial photographs, as well as information gleaned from a site reconnaissance, it is WSPs opinion that there are no PCAs identified on the Phase One Property or within the Phase One Study Area that would be contributing to APECs at the Phase One Property. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

8 2 Based on the findings of the Phase One ESA, a Phase Two ESA is not warranted at this time. Phase One Property information obtained through historical records and databases reviewed as part of this investigation are subject to the nature and accuracy of the records provided to WSP. As a result of changes or additional details within these records or databases the conclusions of this Phase One ESA may be affected. Information used in this report was evaluated based on proximity to the Phase One Property, anticipated direction of local groundwater flow, and the potential environmental impact on the Phase One Property as a result of potentially contaminating activities. Freedom of Information records request has been forwarded to the MOECC and a response has not yet been received. The client will be made aware of any files found. It should be noted that general environmental management and housekeeping practices were reviewed as part of this assessment with respect to their impact on the environmental condition of the property; however, a detailed review of regulatory compliance issues was beyond the scope of this assessment. This Phase One ESA does not constitute an audit of environmental management practices, indicate geotechnical conditions or identify geologic hazards. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

9 3 1 INTRODUCTI WSP Canada Inc. was retained by Mr. Brent Hollenbeck of Brentwood Building Group Limited to conduct a Phase One Environmental Assessment at the proposed Hollenbeck Subdivision in the Town of Grand Valley, Ontario (hereaer referred to as the Phase One Property or ). It is our understanding that this assessment has been requested to meet the Town of Grand Valley conditions for final plan approval of subdivision (file Number 22-T , condition 38.d.). This Phase One ESA was undertaken to identify the presence or absence of PCAs on the Phase One Property or within the Phase One Study Area (defined as the area within 250 m of the ) to assess the requirements for additional investigation in the form of a Phase Two ESA. The is located on the west side of Main Street and the north Side of Douglas Street in a primarily residential and community area in the Town of Grand Valley, Ontario. A site location map is provided as Drawing 1. The Phase One Property is currently agricultural with a total area of acres (5.48 hectares). 1.1 PHASE E PROPERTY INFORMATI Property information for the is provided in the table below: Table 1-1 CRITERI Current Owner Property Information Phase One Representative Municipal Address Property Identification Numbers Legal Description PHASE E PROPERTY INFORMATI Brentwood Building Group Limited Brent Hollenbeck Brentwood Building Group Limited County Road 3 Orangeville, Ontario L9W 2Y9 brentwoodbuildinggroup@gmail.com The Phase One Property currently does not have a municipal address (LT), PART OF LOT 30, CCESSI 3, GEOGRAPHIC TOWNSHIP OF EAST LUTHER, TOWN OF GRAND VALLEY, COUNTY OF DUFFERIN, DESIGNATED AS PART 1 PLAN 7R-XXXX BEING ALL OF PIN A dra legal plan of the can be found in Appendix A. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

10 4 2 SCOPE OF INVESTIGATI The objectives of the assessment were to: Identify PCAs at the Phase One Property and Phase One Study Area Identify APECs at the Determine PCOCs associated with APECs Provide a basis for subsequent investigation of the property based on the Phase One ESA findings As such, the objective of the assignment was: To undertake a Phase One ESA for the in accordance with O.Reg. 153/04 The scope of the investigation includes: Review Interviews and/or Correspondence Reconnaissance Preparation of a Phase One ESA report Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

11 5 3 RECORDS REVIEW Below is a summary of the records review undertaken by WSP as part of this Phase One ESA. The records review provides Phase One Property information regarding the physical setting, history of development, and land use in connection with the and adjacent properties. WSP was able to use publicly available databases for the records review in accordance with O.Reg. 153/04. Information sources are summarized in the following table: Table 3-1 SOURCE Summary of General Review i. Phase One Study Area Determination ii. First Developed Use Determination iii. Fire Insurance Plans iv. City Directories RECORDS REVIEW RESULT The Phase One ESA Study Area for this undertaking included properties wholly, or partially, within 250 m of the boundaries. Properties wholly beyond 250 m of the boundary were not added to the Study Area as there are no major industrial developments within close proximity to the Phase One Study Area. Based on a review of the 1880 Dufferin County Atlas, aerial photographs, and records reviewed, it appears that the Phase One Property has been in agricultural use since at least 1930, possibly as early as A search for Fire Insurance Plans was conducted at the Dufferin County Museum and Archives which found that no plans had been created for the Phase One Property or the Phase One Study Area. A search for city directories was conducted at the Dufferin County Museum and Archives. No city directories were available for the Phase One Property or Phase One Study Area. v. Environmental Reports A total of one (1) report was previously conducted for the Phase One Property as follows: Geotechnical Investigation, Proposed Hollenbeck Residential Subdivision, Town of Grand Valley, Ontario, prepared for Brentwood Building Group Limited c/o C.C. Tatham & Associates Ltd., by SPL Consultants Limited, dated July 14, The above mentioned Geotechnical Investigation describes a drilling program which entailed eight boreholes and the installation of three groundwater monitoring wells which occurred in March All boreholes were drilled to the depth of 5.2 mbgs. According to the Geotechnical Investigation report, the surficial soils on the study area were as follows: Topsoil: Topsoil was encountered at the surface in all boreholes and had a thickness of 150 to 480 mm. Disturbed Soils: Disturbed soils from agricultural operations were clayey silt with inclusions of rootlets and extended to 0.8 to 1.5 mbgs. Clayey Silt to Silty Clay: The material underlying the disturbed soils was clayey silt to silty clay and extended to the final depth of the boreholes. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

12 6 SOURCE RECORDS REVIEW RESULT Groundwater levels were taken on July 10, 2015 and ranged from 0.6 to 1.4 mbgs flowing in a southerly direction. 3.1 ENVIRMENTAL SOURCE INFORMATI EcoLog Environmental Risk Information Service (ERIS) Report (Including Federal, Provincial and Private Databases) A records and regulatory agency database review was completed through a database search carried out by EcoLog ERIS for the Phase One Property. The EcoLog ERIS report includes a review of public and private database records for the and surrounding properties within a 250 m study area around the. The report includes a site diagram and a summary, which describe records that relate directly to the and records found within the Phase One Study Area. The Ecolog ERIS can be found in Appendix B. The following is a list of the database searches completed by EcoLog ERIS for this assignment. and area specific information obtained (records found) from EcoLog ERIS has been underlined in the listings. Federal Government Databases Environmental Effects Monitoring (EEM) Environmental Issues Information System (EIIS) Federal Convictions (FC) Contaminated s on Federal Land (FCS) Fisheries and Oceans Fuel Storage Tanks (FOFT) Indian and Northern Affairs Fuel Tanks (IAFT) National PCB Inventory (NPCB) National Pollutant Release Inventory (NPRI) Private Databases Anderson's Waste Disposal s (ANDR) Anderson Storage Tanks (TANK) Automobile Wrecking & Supplies (AUWR) Chemical Register (CHEM) ERIS Historical Searches (EHS) Canadian Mine Locations (MINE) Provincial Government Databases Abandoned Aggregate Inventory (AAGR) Aggregate Inventory (AGR) Abandoned Mine Information System (AMIS) Boreholes (BORE) Certificates of Approval (CA) Certificate of Property Use (CPU) Coal Gasification Plants (COAL) Compliance and Convictions (CV) Drill Hole Database (DRL) Environmental Registry (EBR) Environmental Activity and Sector Registry (EASR) O. Reg. 347 Waste Generators Summary (GEN) Mineral Occurrences (MNR) Non-Compliance Reports (NCPL) Ontario Inventory of PCB Storage s (OPCB) National Analysis of Trends in Emergencies System (NATES) National Environmental Emergencies System (NEES) National Defence & Canadian Forces Fuel Tanks (NDFT) National Defence & Canadian Forces Spills (NDSP) National Defence & Canadian Forces Waste Disposal s (NDWD) Parks Canada Fuel Storage Tanks (PCFT) Transport Canada Fuel Storage Tanks (TCFT) Oil and Gas Wells (OGW) Canadian Pulp and Paper (PAP) Retail Fuel Storage Tanks (RST) Scott's Manufacturing Directory (SCT) Commercial Fuel Oil Tanks (CFOT) List of TSSA Expired Facilities (EXP) TSSA Variances for Abandonment of USTs (VAR) TSSA Historic Incidents (HINC) TSSA Incidents (INC) TSSA Pipeline Incidents (PINC) Pesticide Register (PES) Fuel Storage Tank (FST) Fuel Storage Tank - Historic (FSTH) Private and Retail Fuel Storage Tanks (PRT) Ontario Regulation 347 Waste Receivers Summary (REC) Record of Condition (RSC) Wastewater discharge Registration Database (SRDS) Waste Disposal s MOE CA Inventory (WDS) Waste Disposal s MOE 1991 Historical Approved Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

13 7 Ontario Oil and Gas Wells (OOGW) Orders (ORD) Inventory (WDSH) Ontario Spills (SPL) Water Well Information System (WWIS) Permit to Take Water (PTTW) The EcoLog ERIS search identified a total of eighty (80) records within the Phase One Study Area which included the adjoining and neighbouring properties within 250 m of the subject property boundary. PCAs identified from the EcoLog ERIS search at the Phase One Property and within the Phase One Study Area are discussed in Section 6.2. A summary of the findings of the EcoLog ERIS report is provided below. Table 3-2 Summary of Ecolog ERIS Results Database Results Phase One Property Adjoining Properties Other Properties is Study Area Certificates of Approval ERIS Historical Searches Fuel Storage Tank Fuel Storage Tank - Historic Ontario Regulation 347 Waste Generator Summary Pesticide Register Private and Retail Fuel Storage Tanks Scott s Manufacturing Directory Water Well Information Systems Total Certificates of Approval (1985 Oct 2011) This database contains the following types of approvals: Industrial Sewage, Municipal & Private Sewage, Air & Noise, Renewable Energy Approvals and Waste Management Systems. The Phase One Property was not listed in this database. The following table shows the Certificates of Approval for one other property in the Phase One Study Area: Table 3-3 Summary of MOECC Certificates of Approval Address MacPhatter Group Inc. 2 Baker Court East Luther Grand Valley, Certificate No. (Date) VEK73 (January 23, 2004) Certificate of Approval Waste Management Systems Approved. Status/Description ERIS Historical Searches (March 1999-Aug 2014) This database contains a compilation of all environmental risk reports since March Two properties in the Phase One Study Area were listed in the database and are found in the Table below: Table 3-4 Summary of ERIS Historical Searches Address Order No. Date Type of Report Search Radius 111 Main St. Dufferin City /21/2001 Report 0.35km Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

14 8 Table 3-4 Summary of ERIS Historical Searches Address Order No. Date Type of Report Search Radius Amaranth Street, Grand Valley, /03/2011 Custom Report 0.25km Fuel Storage Tank (Prior to 2016) This database includes TSSA registered private and retail fuel storage tanks in Ontario. The Phase One Property was not listed in this database but one property within the Phase One Study Area was listed. More details are found in the table below: Table 3-5 Summary of Fuel Storage Tank Database Location Flanagan Tree Service 14 Webb St Grand Valley Instance Number Fuel Type Status Capacity (L) Tank Material Tank Type Install Year Gasoline Active 4,500 Steel Single Wall UST 1981 Fuel Storage Tank Historic (Pre-January 2010) This database includes an inventory of all registered private fuel storage tanks maintained by the Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations. This information is now collected by the TSSA. The Phase One Property was not listed in this database and one other property within the Phase One Study Area was listed twice. More details are found in the table below: Table 3-6 Summary of Fuel Storage Tank - Historic Database Location License Issue Date Tank Status Operation Type Tank Descriptions Flanagan Tree Service 14 Webb St Grand Valley Flanagan Tree Service 14 Webb St Grand Valley 06/04/ /04/1990 Licensed as of August 2007 Licensed as of December 2008 Private Fuel Outlet Private Fuel Outlet One Active Liquid Fuel Single Wall UST Gasoline with a capacity of 4500 L installed in 1981 One Active Liquid Fuel Single Wall UST Gasoline with a capacity of 4500 L installed in 1981 MOECC Hazardous Waste Information System (HWIS) 1986-Sept 2016 The MOECC HWIS database was searched for the years of 1986 to A summary of the findings can be found in the following table. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

15 9 Table 3-7 Address Corporation of the Town of Grand Valley 56 Main St North Grand Valley Corporation of the Township of East Luther 56 Main St North Grand Valley Corporation of the Township of East Luther Grand Valley 56 Main Street Grand Valley Corporation of the Township of East Luther Grand Valley 56 Main Street Grand Valley Corporation of the Town of Grand Valley 56 Main Street N Grand Valley Summary of O.Reg. 347 Waste Management Generator Number Direction from Phase One Property East East East East East Waste Class Waste Description Years 213 I 252 L 212 L 251 L Petroleum distillates Waste crankcase oils and lubricants Aliphatic solvents and residues Waste oils/sludges (petroleum based) Petroleum Distillates Waste Oils & Lubricants Aliphatic Solvents Oil Skimming & Sludges Petroleum Distillates Inorganic Laboratory Chemicals Waste Oils & Lubricants Paint/Pigment/Coating Residues Light Fuels Halogenated Pesticides Organic Laboratory Chemicals Non-halogenated Pesticides Waste Compressed Gases Petroleum Distillates Inorganic Laboratory Chemicals Waste Oils & Lubricants Paint/Pigment/Coating Residues Light Fuels Halogenated Pesticides Organic Laboratory Chemicals Non-halogenated Pesticides Waste Compressed Gases Other Inorganic Acid Wastes Pharmaceuticals Pathological Wastes Petroleum Distillates Waste Oils & Lubricants Paint/Pigment/Coating Residues Inorganic Laboratory Chemicals Light Fuels Halogenated Pesticides Organic Laboratory Chemicals Non-halogenated Pesticides Waste Compressed Gases Pathological Wastes Alkaline Wastes Other Metals Other Inorganic Acid Wastes Other Specified Inorganics Pharmaceuticals As of Sept , 2004, 2005, 2006, 2007, 2008, 2009, 2010, 2011, 2012, 2013, As of May , 1994, 1993, 1995, 1996, 1997, 1998, 1999, 2000, , 2004, 2005, 2006, 2007, 2008, 2009, 2010, 2011, 2012, 2013 Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

16 10 Table 3-7 Address Corporation of the Town of Grand Valley 56 Main Street N Grand Valley Summary of O.Reg. 347 Waste Management Generator Number Direction from Phase One Property East Waste Class Waste Description Years Petroleum distillates Waste crankcase oils & lubricants Wastes from the use of pigments, coatings and paints Misc. wastes and inorganic chemicals Light fuels Halogenated pesticides and herbicides Misc. waste organic chemicals Waste compressed gases including cylinders Alkaline solutions containing other metals and non-metals (not cyanide) Other inorganic acid wastes Pharmaceuticals Other specified inorganic sludges, slurries or solids As of May 2015 The Phase One Property was not registered in the MOECC HWIS database. A review of the MOECC HWIS database indicated that one property in the southeast portion of the Phase One Study Area was registered in the HWIS database for various wastes. The remaining properties located within the Phase One Study Area are not listed in the MOECC HWIS database. Pesticide Register (1988- June 2013) The MOECC maintains a database of all vendors and manufacturers of registered pesticides. One property in the Phase One Study Area was listed in this database and is shown in the table below: Table 3-8 Summary of Pesticide Register Database Location Flanagan Tree Service 14 Webb St Grand Valley License Type Operator Private and Retail Fuel Storage Tanks ( ) This database includes an inventory of properties that contain gasoline, oil, waste oil, natural gas and/or propane storage tanks on their property and was created by the Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations. The Phase One Property was not listed in this database but one other property within the Phase One Study Area was listed. More details are found in the table below: Table 3-9 Summary of Private and Retail Fuel Storage Tank Database Location Location ID Type Expiry Date Capacity (L) Licence # Flanagan Tree Service 14 Webb St Grand Valley 5484 Private - 4, Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

17 11 Scott s Manufacturing Directory (1992-Mar 2011) Scott s Directories contains information on over 200,000 manufacturers across Canada. The Phase One Property was not listed in this directory. The table below shows the description of one property located in the northeast portion of the Phase One Study Area that was listed in the database: Table 3-10 Summary of Scott s Manufacturing Directory Address Established Description Amaranth Aggregates Ltd., County Rd 25 RR 2, Grand Valley, 1989 Sand and Gravel Mining and Quarrying and Other Specialty-Line Building Supplies Wholesaler-Distributors National Pollutant Release Inventory Environment Canada ( ) A search of the National Pollutant Release Inventory, published by Environment Canada, indicated that the Phase One Property and properties within the Phase One Study Area were not registered in the National Pollutant Release Inventory database. National Heritage Information Center Ontario MNR A search of the National Heritage Information Center database published by the MNRF indicated that the Phase One Property and/or properties within the Phase One Study Area may provide habitat to the following Species at Risk: Table 3-11 Summary of NHIC Database Results Species at Risk Scientific Name Status Last Observation Date Bobolink Dolichonyx oryzivorus S4B Threatened Purple Loosestrife Lythrum salicaria SNA According to the MNRF Natural Heritage Map, one threatened species (Bobolink) has been observed within the Phase One Study Area. It is anticipated that the area of the Phase One Study Area would not be considered as a significant habitat for the Bobolink and therefore the Phase One Property is not considered an environmentally sensitive area in accordance with O.Reg. 153/04, as amended. Inventory of Industrial s Producing or Using Coal Tar and Related Tars in Ontario - MOECC A review of a Waste Disposal Inventory published by the MOECC lists former coal gasification plants and industrial sites producing and using coal tar and related tars. Given that none of these sites were located in the expected up-gradient direction from the Phase One Property and all sites were located outside of the Phase One Study Area, no environmental impacts from these sites on the Phase One Property are anticipated. MOECC Freedom of Information Request A request was submitted to the MOECC Freedom of Information and Protection of Privacy Office to determine if there were any environmental incidents or violations associated with the subject property; Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

18 12 whether any Control Orders have been issued; whether there have been any other environmental concerns associated with the Phase One Property such as complaints, inspections, etc.; whether any environmental investigations have been carried out regarding the Phase One Property; and, to determine if the Ministry's Spills Action Centre's (SAC s) files contain any reported spills in the Phase One Property vicinity. Note that the SAC's database dates back only to 1988 and many of the occurrences on file have only been reported voluntarily. In addition, the MOECC was requested to search their files (all years) regarding the following parameters: air emissions, water, sewage, wastewater and pesticides. Files pertinent to this investigation would include, though are not limited to: regulatory permits, records; material safety data sheets; underground utility drawings; inventories of chemicals, chemical usage and chemical storage areas; inventory of aboveground and underground storage tanks (ASTs and USTs); monitoring data, including that done at the request of the MOECC; historical and current waste management, receiver and generator records; process, production and maintenance documents related to areas of potential environmental concern; spills/discharge records; emergency and contingency plans; environmental audit reports; site plan of facility showing areas of production and manufacturing. The request form can be found in Appendix C. A response has not yet been received from the MOECC. The client will be made aware of any records identified by the file search, when a response is received from the MOECC. Oak Ridges Moraine Conservation Plan Land Use Designation Map (2002) A review of this map indicated that the Phase One Property and the Phase One Study Area are not located within a natural core area or a natural linkage area of the Oak Ridges Moraine. Niagara Escarpment Plan Maps (2005) A review of these maps indicated that the Phase One Property and the Phase One Study Area are not located within the Niagara Escarpment Plan. Waste Disposal s - Ontario MOE (1991) A review of a Waste Disposal Inventory published by the MOECC indicated that there are no active or closed waste disposal site located within the Phase One Study Area. 3.2 PHYSICAL SETTING SOURCES Below is a summary of the physical setting sources reviewed by WSP as part of this Phase One ESA. Table 3-12 SOURCE Summary of Physical Setting Sources i. Aerial Photographs National Air Photo Library and Google Earth Satellite Images RECORDS REVIEW RESULT Aerial photographs for the years 1930, 1969, and 1990 were obtained from the National Archives Collection. The Dufferin County Atlas was utilized to obtain a more historical image from Satellite images for the years 2009, 2013 and 2016 were obtained from Google Earth. Significant information depicted from these photographs and maps, where possible, are summarized below and copies of the documents are provided in Appendix D: Grey County Atlas 1880 The Phase One Property is situated within Lot 30, Concession 3 and appears to be owned by an S. Stuckey with no structures depicted at this time. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

19 13 SOURCE RECORDS REVIEW RESULT Main Street and Amaranth Street have been constructed and appear in a similar configuration as present day. The Phase One Study Area depicts a post office, school and three churches in the north, east and southeast areas. The Grand River appears in a similar configuration as present day. The Phase One Property appears to be developed for agricultural use at this time. The following adjoining property uses were interpreted from the photograph: West adjoining property appears to be agricultural. North adjoining property appears to be agricultural. East adjoining property appears to be agricultural and contains a horse track. The cemetery to the northeast appears to be developed. South adjoining properties appear to have been cleared with some residential dwellings being built. The remaining properties in the Phase One Study Area appear to be residential or community property uses. Most roads have developed with the exception of the residential roads in the northeast and southwest portions of the Phase One Study Area. The Phase One Property appears to be agricultural at this time. The following adjoining property uses were interpreted from the photograph: West adjoining property appears to be agricultural. North adjoining property appears to be agricultural. East adjoining property appears to have been developed as the historical church, existing public school and the agricultural building with a different horse track configuration than the 1930 photograph. South adjoining property appear to be residential. Other properties in the Phase One Study Area appear to be similar to the 1930 aerial photograph. The Phase One Property and adjoining properties all resemble the 1969 aerial photograph with the exception of a the church being constructed on the northeast adjoining property The Phase One Study Area has developed more residential properties and roads in the east portion of the Phase One Study Area. The Phase One Property remains agricultural at this time. The Phase One Property is also similar to how it currently appears with the exception of the historical church still existing on the northeast adjoining property and the residential development to the southwest has not begun. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

20 14 SOURCE RECORDS REVIEW RESULT The Phase One Property and the Phase One Study Area are similar to the 2009 satellite image and to how it currently appears with the exception of the residential development in the southwest portion of the Phase One Study Area not yet cleared. The Phase One Property and the properties within the Phase One Study Area appear similar to the current condition. The residential development to the southeast has begun at this time although many more residential dwellings have been constructed as observed during the site reconnaissance. ii. Topography, Hydrology, Geology- The Atlas of Canada (Toporama website), OGS Earth website by Ontario Ministry of Northern Development, Mines and Forestry According to a topographic plan conducted by Van Hurten Surveying Inc. on May 20, 2014, the Phase One Property slopes to the south with an elevation of to masl. The topographic plan can be found in Appendix E. Based on the local topography, the inferred shallow groundwater flow direction of the Phase One Study Area is to the southeast towards the Grand River, which is located northeast, east and southeast with the closest point being approximately 570 m southeast. The groundwater flow direction on the Phase One Property can only be confirmed through groundwater monitoring. The is situated within a till plains (undrumlinized) physiographic region. The surficial geology of the northwest portion of the is described as Till consisting of clay to silt-textured till (derived from glaciolacustrine deposits or shale) while the rest of the is described as Coarse-textured glaciolacustrine deposits consisting of sand, gravel, minor silt and clay with foreshore and basinal deposits. The underlying bedrock within the area generally consists of sandstone, shale, dolostone and siltstone of the Guelph Formation. The depth of bedrock in the vicinity of the is anticipated at a depth of approximately 12.2 to 38.1mbgs, based on available MOECC well records. According to the Geotechnical Investigation report dated July 14, 2015 by WSP (formerly SPL Consultants Limited), the surficial soils on the study area were as follows: Topsoil: Topsoil was encountered at the surface in all boreholes and had a thickness of 150 to 480 mm. Disturbed Soils: Disturbed soils from agricultural operations were clayey silt with inclusions of rootlets and extended to 0.8 to 1.5 mbg. Clayey Silt to Silty Clay: The material underlying the disturbed soils was clayey silt to silty clay and extended to the final depth of the boreholes. Groundwater levels were taken on July 10, 2015 and ranged from 0.6 to 1.4 mbg flowing in a southerly direction. iii. Fill Materials iv. Water Bodies and Areas of Natural Significance The topography of the gradually slopes to the south and has a small ditch on the south edge of the property. There is no indication of fill on site. The nearest surface water body is the Grand River which is located northeast, east and southeast with the closest point being approximately 570 m southeast of the Phase One Property. According to the Table 3-11, one threatened species (Bobolink) has been observed within the Phase One Study Area. It is anticipated that the area of the Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

21 15 SOURCE RECORDS REVIEW RESULT Phase One Study Area would not be considered as a significant habitat for the Bobolink and therefore the Phase One Property is not considered an environmentally sensitive area in accordance with O.Reg. 153/04, as amended. v. Well There were six (6) well records found for the. The MOECC records identified fiy-two (52) records of wells within the Phase One Study Area. The wells are shown on Drawing 2. No potable wells were observed on the during the Reconnaissance. Three (3) monitoring wells from the Geotechnical Investigation were observed on. The MOECC Water Well records can be found in Appendix F. 3.3 SITE OPERATING RECORDS To be classified as an enhanced investigation property, the Phase One Property must be used or have been used in whole or in part for any of the following uses: any industrial use as a garage as a bulk liquid dispensing facility, including a gasoline outlet for the operation of dry cleaning equipment The Phase One Property was not listed for any of these property uses and therefore is not an enhanced investigation property. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

22 17 4 INTERVIEWS Bruce Hostrawser, a local businessman who has resided in the Grand Valley area his entire life with knowledge of the was interviewed as part of this investigation. Details of the interview are presented in the table below. Table 4-1 Details of Interview REQUIRED INFORMATI i. Date, place, and method of the interviews and the name of person being interviewed SPECIFICS Date: 20 March 2017 Place: Renovation site on Main Street, Grand Valley (future site of the Grand Valley Distillery) Interview Method: In person ii. iii. Reason why the person was identified as an interview subject Relevant information concerning potentially contaminating activity and areas of potential environmental concern noted by the interviewer. Interviewee: Bruce Hostrawser Bruce Hostrawser is a local businessman and has resided in the Grand Valley area for his whole life. He is considered knowledgeable about the. Mr. Hostrawser indicated that no items have been stored or spilled on the Phase One Property. There is no fill, septic tanks or wells on the and there has never been a fire on the property. Municipal water and sewer and other utilities are installed to the edge of the lot only. To his knowledge, the land has always been agricultural. Reliability or Validity Through a comparison of the information provided by Mr. Howstrawser with information collected through the records review discussed in Section 3, WSP agrees that he is a reliable source for valid information about the. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

23 18 5 SITE RECNAISSANCE 5.1 WRITTEN DESCRIPTI OF THE INVESTIGATI The written description of the investigation and reconnaissance are documented throughout Section 6 with areas of environmental concern identified and discussed in Section 7. Table 5-1 Reconnaissance Investigation Notes REQUIRED INFORMATI i. date and time of the investigation ii. weather conditions iii. whether the facility was operating at the time of the investigation, where the phase one property is an enhanced investigation property that is currently being used for one of the uses described in clause 32 (1) (b) to which subsection 32 (2) does not apply iv. The name and qualifications of the person conducting the investigation 5.2 SPECIFIC OBSERVATIS AT THE PHASE E PROPERTY The following table summarizes the specific site reconnaissance observations. Table 5-2 Reconnaissance Observations IDENTIFIABLE FEATURES SPECIFIC OBSERVATIS General i. Subject Structures and Improvements including Below- Ground Structures ii. Underground Storage Tanks iii. Above Ground Storage Tanks iv. Potable and Non-potable Water Sources Underground Utilities and Corridors Underground Utilities and Corridors SPECIFICS March 20, 2017 from 10:00am to 12:00pm The temperature was approximately 0 C and weather conditions were cloudy. The Phase One Property is currently agricultural land so no facilities were operational at the time of this investigation. Select photographs taken during the reconnaissance are provided in Appendix G. A site reconnaissance was conducted by Ms. Nicole Collins. Ms. Collins qualifications are outlined in Section 7.3. There are currently no structures on the Phase One Property. No USTs were observed on the. No ASTs were observed on the. There are no potable or non-potable water sources on the Phase One Property. Currently, the Phase One Property is not serviced for utilities although one water hydrant was located along the south entrance of the Phase One Property from Douglas Street. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

24 19 IDENTIFIABLE FEATURES Features and Structures of On-site Buildings SPECIFIC OBSERVATIS i. Entry and Exit Points There are no structures on the Phase One Property. ii. Heating & Cooling Systems iii. Drains, Pits, Sumps iv. Unidentified Substances There are no heating and cooling systems on the Phase One Property. No evidence of drains, pits, and sumps were observed on the Phase One Property during the site reconnaissance. One ditch was located along the south edge of the Phase One Property. No evidence of unidentified substances that could have an effect on the environmental conditions at the was observed. i. Wells There are three groundwater monitoring wells with above ground protective casings installed in March of 2015 from the Geotechnical Investigation. ii. Sewage Works The is not serviced for sewage works. iii. Ground Surface The ground surface of the was primarily covered by vegetation. iv. Railway Lines and Spurs No former rail spurs were identified on the Phase One Property or within the Phase One Study Area during the site reconnaissance. i. Stained Soil, Vegetation or Pavement ii. Stressed Vegetation iii. Areas where fill and debris materials appear to have been placed or graded iv. Potentially contaminating activity v. Details of unidentified substances found at the property No staining was observed during the site reconnaissance. No evidence of stressed vegetation was observed on the. The topography of the gradually slopes to the south and contains a small ditch on the south edge of the Phase One Property. There is no indication of fill on site. No PCAs were identified on site. None observed. Enhanced Investigation Property To be classified as an enhanced investigation property, the Phase One Property must be used or have been used in whole or in part for any of the following uses: any industrial use as a garage as a bulk liquid dispensing facility, including a gasoline outlet for the operation of dry cleaning equipment The Phase One Property is currently agricultural, therefore is not an enhanced investigation property. i. PCB Materials and Equipment No evidence of PCB materials and equipment were observed during the site reconnaissance. ii. Lead Containing Materials No evidence of LCM was observed during the site reconnaissance. iii. Asbestos Containing Materials No evidence of ACM was observed during the site reconnaissance. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

25 20 IDENTIFIABLE FEATURES iv. Urea Formaldehyde Foam Insulation v. Ozone Depleting Substances SPECIFIC OBSERVATIS No evidence of UFFI was observed during the site reconnaissance. There were no ozone depleting substances observed during the site reconnaissance. vi. Herbicides and Pesticides At the time of the site reconnaissance, there was no evidence of the use of herbicides and pesticides. vii. Pits and Lagoons No pits or lagoons were observed during the site reconnaissance. viii. Air Emissions There were no sources of air emissions requiring an ECA observed onsite. 5.3 OBSERVATIS WITHIN PHASE E STUDY AREA As part of the site reconnaissance, a visual inspection of adjacent properties and properties located within the Phase One Study Area was conducted from the perimeter of the and from publicly accessible areas to identify any PCAs. At the time of the site reconnaissance, land use within the Phase One Study Area was primarily residential and community as listed in the table below. Table 5-3 Phase One Study Area Reconnaissance Observations IDENTIFIABLE FEATURES Adjacent Land Uses SPECIFIC OBSERVATIS Adjacent land uses at the time of the site reconnaissance are illustrated on Drawing 2. North: Agricultural land, Grand Valley Reformed Church and a cemetery East: Vacant land (formerly a church), Grand Valley & District Public School, Grand Valley & District Community Centre South: Douglas Street, Residential West: Agricultural Land and Residential (under development) The remaining properties in the Phase One Study Area are mainly residential and community use. Water Bodies The nearest surface water body is the Grand River which is located northeast, east and southeast with the closest point being approximately 570 m southeast of the Phase One Property. Areas of Natural Significance According to the Table 3-11, one threatened species (Bobolink) has been observed within the Phase One Study Area. It is anticipated that the area of the Phase One Study Area would not be considered as a significant habitat for the Bobolink and therefore the Phase One Property is not considered an environmentally sensitive area in accordance with O.Reg. 153/04, as amended. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

26 21 6 REVIEW AND EVALUATI OF INFORMATI 6.1 CURRENT AND HISTORICAL USES The following table summarizes the current and historic property use of the as inferred from records obtained during the records review: Table 6-1 YEAR Current and Past Land Use NAME OF OWNER DESCRIPTI OF PROPERTY USE 1880-? S. Stuckey Agricultural Agricultural or other use?-? Gallagher Ward Agricultural Agricultural or other use? May 2013 May Present Mary Patricia Ward Brentwood Building Group Limited Agricultural Agricultural PROPERTY USE OTHER OBSERVATIS FROM AERIAL PHOTOGRAPHS, FIRE INSURANCE PLANS, ETC. Agricultural or other use Agricultural or other use 6.2 POTENTIALLY CTAMINATING ACTIVITY Based on the 1880 Dufferin County Atlas. Based on information provided by the client, and the 1930, 1969 and 1990 aerial photographs, it appears the Phase One Property was agricultural. Based on information provided by the client, and the 1930, 1969 and 1990 aerial photographs, it appears the Phase One Property was agricultural. Based on the site visit and information provided by the client. PCAs on the or within the Phase One Study Area are summarized in the table below. All PCAs are illustrated on the Phase One CSM provided as Drawing 2. The table below summarizes the PCAs which were identified within the Phase One Study Area: Table 6-2 PCAS Summary of PCAs PCA No. 28 Gasoline and Associated Products Storage in Fixed Tanks PCA No. 58 Waste Disposal and Waste Management, including Thermal Treatment, Landfilling and Transfer of Waste, other than use of Biosoils as Soil Conditioners DESCRIPTI Phase One Study Area Two properties in the Phase One Study Area were identified to have storage tanks. One commercial property, Flanagan Tree Service located at 14 Webb Street has a single wall UST containing gasoline with a capacity of 4500L which was installed in One residential property located on the northwest corner of Concession Road 2 & 3 and Emma Street North had an above ground heating fuel oil tank that seemed to be no longer in use. Due to the groundwater flow direction and the distance of the tanks to the Phase One Property, these PCAs are not considered attributing to APECs. Phase One Study Area A property located in the southeast portion of the Phase One Study Area operating as the Public Works Department for the Corporation of the Town of Grand Valley located at 56 Main Street North contains multiple entries in the MOECC Hazardous Waste Information System database since Due to the groundwater flowing in a south to southeasterly direction, this PCA is not considered an APEC. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

27 AREAS OF POTENTIAL ENVIRMENTAL CCERN Upon a review of historical information relating to the, aerial photographs, Ecolog ERIS report, as well as information gleaned from a site reconnaissance, it is WSPs opinion that there are no PCAs identified within the Phase One Study Area that would be contributing to APECs at the Phase One Property. 6.4 PHASE E CCEPTUAL SITE MODEL As part of the Phase One ESA, a CSM was developed for the property located at the Hollenbeck Subdivision in the Town of Grand Valley, Ontario DRAWINGS A Phase One CSM figure for the is presented in Drawing 2. The drawing presents the following information for the Phase One Property and Phase One Study Area: Any existing buildings and structures Water bodies located in whole, or in part, on the Phase One Study Area Areas of natural significance located in whole, or in part, on the Phase One Study Area Water wells at the Phase One Property or within the Phase One Study Area Roads, including names, within the Phase One Study Area Uses of properties adjacent to the Phase One Property Areas of PCAs POTENTIALLY CTAMINATING ACTIVITY No PCAs were identified on the Phase One Property or within the Phase One Study Area which contribute to an APEC IMPACT OF UNDERGROUND UTILITIES Underground utilities have the potential to affect contaminant distribution and transport. Currently, the Phase One Property is not serviced for utilities although one water hydrant was located along the south entrance of the Phase One Property from Douglas Street. Underground utilities on the Phase One Property and on adjacent properties may affect migration of off-site contaminants to the Phase One Property GEOLOGICAL AND HYDROGEOLOGICAL INFORMATI The is situated within a till plains (undrumlinized) physiographic region. The surficial geology of the northwest portion of the is described as Till consisting of clay to silt-textured till (derived from glaciolacustrine deposits or shale) while the rest of the is described as Coarse-textured glaciolacustrine deposits consisting of sand, gravel, minor silt and clay with foreshore and basinal deposits. The underlying bedrock within the area generally consists of sandstone, shale, dolostone and siltstone of the Guelph Formation. The depth of bedrock in the vicinity of the is anticipated at a depth of approximately 12.2 to 38.1 mbgs, based on available MOECC well records. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

28 23 According to a topographic plan conducted by Van Hurten Surveying Inc. on May 20, 2014, the Phase One Property slopes to the south with an elevation of to masl. Based on the local topography, the inferred shallow groundwater flow direction of the Phase One Study Area is to the southeast towards the Grand River, which is located northeast, east and southeast with the closest point being approximately 570 m southeast. The groundwater flow direction on the Phase One Property can only be confirmed through groundwater monitoring. According to the Geotechnical Investigation report dated July 14, 2015 by WSP (formerly SPL Consultants Limited), the surficial soils on the study area were as follows: Topsoil: Topsoil was encountered at the surface in all boreholes and had a thickness of 150 to 480 mm. Disturbed Soils: Disturbed soils from agricultural operations were clayey silt with inclusions of rootlets and extended to 0.8 to 1.5 mbgs. Clayey Silt to Silty Clay: The material underlying the disturbed soils was clayey silt to silty clay and extended to the final depth of the boreholes. Groundwater levels were taken on July 10, 2015 and ranged from 0.6 to 1.4 mbgs flowing in a southerly direction UNCERTAINTY AND ABSENCE OF INFORMATI During the records review, WSP relied on information obtained from municipal, provincial, and independent sources as referenced in this report. Although the information was assessed for consistency, verification of the accuracy or the completeness of this third party information was not completed. WSP made all reasonable inquiries to obtain accessible information for this assessment as required by O.Reg. 153/04 Schedule D Table 1: Mandatory Requirements for Phase One ESA Reports. All responses to information requests were received prior to completion on this report, except for the MOECC FOI. If MOECC records indicate data which pose significant environmental concerns into Phase One Property and change the findings of this assessment, an addendum will be provided to the Client. The evaluation provided in this report reflects our best judgement in light of the information available at the time of the report preparation. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

29 24 7 CCLUSIS A Phase One ESA was conducted for the property located at the Hollenbeck Subdivision in the Town of Grand Valley, Ontario. The is currently agricultural and is owned by Brentwood Building Group Limited. The scope of this Phase One ESA conforms to the requirements outlined in O.Reg. 153/04. The objectives of the Phase One ESA were to identify the likelihood of the presence or absence of PCAs on the Phase One Property or within the Phase One Study Area, identify the APECs and PCOCs from the PCAs. The results of the Phase One ESA are documented in this report and reflect site conditions observed at the time of the site reconnaissance. Based on the findings of the Phase One ESA, a Phase Two ESA is not warranted at this time. Phase One Property information obtained through historical records and databases reviewed as part of this investigation are subject to the nature and accuracy of the records provided to WSP. As a result of changes or additional details within these records or databases the conclusions of this Phase One ESA may be affected. Information used in this report was evaluated based on proximity to the Phase One Property, anticipated direction of local groundwater flow, and the potential environmental impact on the Phase One Property as a result of potentially contaminating activities. Freedom of Information records requests has been forwarded to the MOECC and a response has not yet been received. The client will be made aware of any files found. It should be noted that general environmental management and housekeeping practices were reviewed as part of this assessment with respect to their impact on the environmental condition of the property; however, a detailed review of regulatory compliance issues was beyond the scope of our investigation. This Phase One ESA does not constitute an audit of environmental management practices, indicate geotechnical conditions or identify geologic hazards. 7.1 RECORD OF SITE CDITI BASED PHASE E ENVIRMENTAL SITE ASSESSMENT ALE Application for a RSC in accordance with O.Reg. 153/04, as amended, was beyond the scope of this assessment. Additional information and assessment may be necessary to meet O.Reg. 153/04 requirements should a RSC be required for the in the future. 7.2 QUALIFIER This assignment is limited to a data assessment, site inspection, and preliminary analysis of potential areas of contamination. During this assessment, WSP has relied on information obtained from sources as referenced in this report. Verification of the accuracy or completeness of this third-party information was not completed. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

30 25 characterization was limited to the direct observation of visible and accessible locations. Subsurface investigations, sampling, and laboratory analyses were not completed as part of this assessment. This Phase One ESA is prepared for Brentwood Building Group Limited solely for their exclusive use in the evaluation of the property located at the proposed Hollenbeck Subdivision in the Town of Grand Valley, Ontario. It is understood that site conditions, environmental or otherwise, are not static and that this report documents site conditions at the time of the assessment. The conclusions provided in this report reflect our best judgment in light of the information available at the time of report preparation. Any use, which a third party makes of this report, or any reliance on or any decisions to be made based on it, is the responsibility of such third parties. WSP accepts no responsibility for damages, if any, suffered by any third party because of decisions made or actions based on this report. If site conditions are observed to be different from those reported, please contact us. 7.3 QUALIFICATIS OF THE ASSESSORS This report was conducted under the supervision of Valeriy Tyshchuk, P.Eng. who is considered a Qualified Person with the Ministry of the Environment and Climate Change as defined under Ontario Regulation 153/04, as amended. Valeriy has reviewed and confirmed the findings and conclusions of this report. Ms. Nicole Collins is an Environmental Officer with WSP. Nicole has Diplomas in the Environmental Technician Program and Ecosystem Management Technology Program from Sir Sandford Fleming College. She has worked on Phase One and Phase Two Environmental Assessments (ESA) for five years. Mr. Valeriy Tyshchuk currently holds a position of Environmental Engineer with WSP. He is a licenced Professional Engineering (P.Eng.) with the Professional Engineers of Ontario (PEO) and Engineers Geoscientists Manitoba (APEGM) and a Certified Environmental Assessor (CESA1) with the Accredited Environmental Assessors of Canada (AESAC). Mr. Tyshchuk has been involved with numerous Phase One and Two Environmental Assessments for projects ranging between residential and heavy industrial uses. He also possesses extensive experience in soil and groundwater remediation, Record of Conditions and Soil Management projects. Valeriy s environmental background is also combined with geotechnical engineering experience that includes drilling supervision, soil and groundwater sampling, in-situ analysis as well as material inspection and testing. Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

31 SIGNATURES WSP carried out this Phase One ESA and confirms the findings and conclusions presented in this report. WSP Canada Inc. Prepared by: Nicole Collins Environmental Officer 07/04/2017 Reviewed by: Gord Jarvis Project Manager Valeriy Tyshchuk, P.Eng., QP ESA, CESA Environmental Engineer Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

32 27 8 REFERENCES Geotechnical Investigation, Proposed Hollenbeck Residential Subdivision, Town of Grand Valley, Ontario, prepared for Brentwood Building Group Limited c/o C.C. Tatham & Associates Ltd., by SPL Consultants Limited, dated July 14, Google Earth (Google) Image 2016 DigitalGlobe Image NASA. Accessed March 24, Ontario Ministry of the Environment and Climate Change (MOECC) Ontario Ministry of the Environment Waste Disposal Inventory. Ontario Ministry of the Environment and Climate Change (MOECC) Ontario Regulation 153/04, as amended, made under the Environmental Protection Act. July 1, Ontario Ministry of Natural Resources and Forestry (MNRF) Ontario Base Map Index. Accessed March 24, Ontario Ministry of Natural Resources and Forestry (MNRF) Natural Heritage Areas. wer=naturalheritage&locale=en-us. Accessed March 24, Ontario Ministry of Northern Development and Mines (MNDM) Ontario Geological Society Maps Dufferin County Atlas Accessed March 24, Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited April 2017

33 Drawings

34 Approximate Location of Phase One Property Google Maps SITE LOCATI PLAN 14 Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:6,900 Date: April 2017 Project: PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. 1

35 LEGEND CCEPTUAL SITE MODEL APPROXIMATE SITE BOUNDARY PHASE E STUDY AREA (250 m SITE RADIUS) WATERBODIES 5 METRE INTERVAL TOPOGRAPHIC CTOURS (masl) INFERRED GROUNDWATER FLOW DIRECTI! MOECC WATER WELL LOCATI! ( PCA 28 - GASOLINE AND ASSOCIATED PRODUCTS STORAGE IN FIXED TANKS! ( PCA 58 - WASTE DISPOSAL AND WASTE MANAGEMENT, INCLUDING THERMAL TREATMENT, LANDFILLING AND TRANSFER OF WASTE, OTHER THAN USE OF BIOSOILS AS SOIL CDITIERS Data Source: Ministry of Natural Resources, Ontario Base Mapping, March Imagery, BING Metres PHASE E ENVIRMENTAL SITE ASSESSMENT Hollenbeck Subdivision Town of Grand Valley, Ontario Fo Brentwood Building Group Limited DATE: APRIL 2017 PROJECT: SCALE: 1:6000 FILE. NO.: F2 DRAWING 2

36 Appendix A LEGAL SURVEY

37 Van Harten S U R V E Y I N G I N C. LAND SURVEYORS and ENGINEERS

38 Appendix B ERIS ECOLOG

39 Project Property: Phase One ESA - Hollenbeck Subdivision, Grand Valley Douglas St Grand Valley Project No: Report Type: Order No: Requested by: Quote - Custom-Build Your Own Report WSP Canada Inc. Date Completed: March 20, 2017

40 h-table of of Contents Table of Contents...2 Executive Summary...3 Executive Summary: Report Summary...4 Executive Summary: Report Summary - Project Property...6 Executive Summary: Report Summary - Surrounding Properties...7 Executive Summary: Summary By Data Source...10 Map...15 Aerial...16 Topographic Map...17 Detail Report...18 Unplottable Summary Unplottable Report Appendix: Database Descriptions Definitions Notice: IMPORTANT LIMITATIS and YOUR LIABILITY Reliance on information in Report: This report DOES NOT replace a full Phase I Environmental Assessment but is solely intended to be used as a database review of environmental records. License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s) may not be modified or re-sold. Your Liability for misuse: Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service. No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Limited Partnership ("ERIS") using various sources of information, including information provided by Federal and Provincial government departments. The report applies only to the address and up to the date 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. Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report. Trademark and Copyright: You may not use the ERIS trademarks or attribute any work to ERIS other than as outlined above. This Service and Report(s) are protected by copyright owned by ERIS Information Limited Partnership. Copyright in data used in the Service or Report(s) (the "Data") is owned by ERIS or its licensors. The Service, Report(s) and Data may not be copied or reproduced in whole or in any substantial part without prior written consent of ERIS. 2

41 h-executive Summary Property Information: Project Property: Phase One ESA - Hollenbeck Subdivision, Grand Valley Douglas St Grand Valley Project No: Order Information: Order No: Date Requested: March 14, 2017 Requested by: WSP Canada Inc. Report Type: Quote - Custom-Build Your Own Report Additional Products: 3

42 h-executive Summary: Report Summary Database Name Searched Project Property Boundary to 0.25km Total rr-aagr-aa rr-agr-aa rr-amis-aa rr-andr-aa rr-auwr-aa rr-bore-aa rr-ca-aa rr-cfot-aa rr-chem-aa rr-cng-aa rr-coal-aa rr-cv-aa rr-cpu-aa rr-drl-aa rr-easr-aa rr-ebr-aa rr-eca-aa rr-eem-aa rr-ehs-aa rr-eiis-aa rr-emhe-aa rr-exp-aa rr-fc-aa rr-fcs-aa rr-foft-aa rr-fst-aa rr-fsth-aa rr-gen-aa rr-ghg-aa rr-hinc-aa rr-iaft-aa rr-inc-aa rr-limo-aa rr-mine-aa rr-mnr-aa rr-nate-aa Abandoned Aggregate Inventory Y Aggregate Inventory Y Abandoned Mine Information System Y Anderson's Waste Disposal s Y Automobile Wrecking & Supplies Y Borehole Y Certificates of Approval Y Commercial Fuel Oil Tanks Y Chemical Register Y Compressed Natural Gas Stations Y Inventory of Coal Gasification Plants and Coal Tar s Y Compliance and Convictions Y Certificates of Property Use Y Drill Hole Database Y Environmental Activity and Sector Registry Y Environmental Registry Y Environmental Compliance Approval Y Environmental Effects Monitoring Y ERIS Historical Searches Y Environmental Issues Inventory System Y Emergency Management Historical Event Y List of TSSA Expired Facilities Y Federal Convictions Y Contaminated s on Federal Land Y Fisheries & Oceans Fuel Tanks Y Fuel Storage Tank Y Fuel Storage Tank - Historic Y Ontario Regulation 347 Waste Generators Summary Y Greenhouse Gas Emissions from Large Facilities Y TSSA Historic Incidents Y Indian & Northern Affairs Fuel Tanks Y TSSA Incidents Y Landfill Inventory Management Ontario Y Canadian Mine Locations Y Mineral Occurrences Y National Analysis of Trends in Emergencies System (NATES) Y

43 Database Name Searched Project Property Boundary to 0.25km Total rr-ncpl-aa rr-ndft-aa rr-ndsp-aa rr-ndwd-aa rr-nebw-aa rr-nees-aa rr-npcb-aa rr-npri-aa rr-ogw-aa rr-oogw-aa rr-opcb-aa rr-ord-aa rr-pap-aa rr-pcft-aa rr-pes-aa rr-pinc-aa rr-prt-aa rr-pttw-aa rr-rec-aa rr-rsc-aa rr-rst-aa rr-sct-aa rr-spl-aa rr-srds-aa rr-tank-aa rr-tcft-aa rr-var-aa rr-wds-aa rr-wdsh-aa rr-wwis-aa Non-Compliance Reports Y National Defense & Canadian Forces Fuel Tanks Y National Defense & Canadian Forces Spills Y National Defence & Canadian Forces Waste Disposal Y s National Energy Board Wells Y National Environmental Emergencies System (NEES) Y National PCB Inventory Y National Pollutant Release Inventory Y Oil and Gas Wells Y Ontario Oil and Gas Wells Y Inventory of PCB Storage s Y Orders Y Canadian Pulp and Paper Y Parks Canada Fuel Storage Tanks Y Pesticide Register Y TSSA Pipeline Incidents Y Private and Retail Fuel Storage Tanks Y Permit to Take Water Y Ontario Regulation 347 Waste Receivers Summary Y Record of Condition Y Retail Fuel Storage Tanks Y Scott's Manufacturing Directory Y Ontario Spills Y Wastewater Discharger Registration Database Y Anderson's Storage Tanks Y Transport Canada Fuel Storage Tanks Y TSSA Variances for Abandonment of Underground Y Storage Tanks Waste Disposal s - MOE CA Inventory Y Waste Disposal s - MOE 1991 Historical Approval Y Inventory Water Well Information System Y Total:

44 h-executive Summary: Report Summary - Project - Property Map Key Company/ Name Address Dir/Dist Elev diff Page Number m1d 1 dd-wwis aa GRAND VALLEY -/ p x m2d 2 dd-wwis aa lot 30 con 3 -/ p x m3d 3 dd-wwis aa lot 30 con 3 -/ p x m4d 4 dd-wwis aa GRAND VALLEY -/ p x m5d 5 dd-wwis aa -/ p x m6d 6 dd-wwis aa -/ p x 6

45 h-executive Summary: Report Summary - Surrounding - Properties Map Key Company/ Name Address Dir/Dist Elev Diff Page Number m7d 7 dd-wwis aa S/ p x m8d 8 dd-wwis aa S/ p x m9d 9 dd-wwis aa SSE/ p x m10d dd-wwis aa SSE/ p x m11d dd-wwis aa ENE/ p x m12d dd-wwis aa S/ p x m13d dd-wwis aa lot 30 con 3 NNE/ p x m14d dd-wwis aa S/ p x m15d dd-wwis aa SSE/ p x m16d dd-wwis aa GRAND VALLEY ESE/ p x m17d dd-wwis aa S/ p x m18d dd-wwis aa SSE/ p x m19d dd-wwis aa S/ p x m20d dd-wwis aa SSE/ p x m21d dd-wwis aa S/ p x m21d dd-wwis aa S/ p x m22d dd-wwis aa S/ p x m23d dd-wwis aa lot 30 con 3 SSE/ p x m24d dd-wwis aa lot 30 con 2 SSE/ p x m25d dd-wwis aa SSE/ p x m26d dd-wwis aa lot 30 con 3 SE/ p x m27d dd-wwis aa SSE/ p x m28d dd-wwis aa lot 30 con 3 GRAND VALLEY SE/ p x 7

46 Map Key Company/ Name Address Dir/Dist Elev Diff Page Number m29d dd-wwis aa lot 31 con 3 NE/ p x m30d SCT dd-sct aa Amaranth Aggregates Ltd County Rd 25 RR 2 Grand Valley NNE/ p x m31d dd-wwis aa lot 30 con 3 S/ p x m32d EHS dd-ehs aa 111 Main St. Dufferin Cty E/ p x m33d EHS dd-ehs aa Amaranth Street Grand Valley WSW/ p x m34d dd-wwis aa ESE/ p x m35d dd-wwis aa SSE/ p x m36d dd-wwis aa S/ p x m37d dd-wwis aa E/ p x m38d dd-wwis aa lot 30 con 3 SSE/ p x m39d GEN dd-gen aa Corporation of the Town of Grand V 56 Main St North Grand Valley L9W 5S7 SE/ p x m39d GEN dd-gen aa Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley SE/ p x m39d GEN dd-gen aa TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY L0N 1G0 SE/ p x m39d m39d GEN dd-gen aa GEN dd-gen aa GRAND VALLEY, VILLAGE OF/ Corporation of the Township of East Luther Grand V EAST LUTHER, TWP.OF, 56 MAIN ST. N. C/O 5 MAIN ST. GRAND VALLEY L0N 1G0 56 Main St N Grand Valley SE/ SE/ p x 107 p x m39d GEN dd-gen aa Corporation of the Town of Grand V 56 Main St North Grand Valley SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 SE/ p x m39d GEN dd-gen aa Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY L9W5S6 SE/ p x m39d GEN dd-gen aa Corporation of the Town of Grand V 56 Main St North Grand Valley SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m39d dd-gen aa Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley SE/ p x 8

47 Map Key Company/ Name Address Dir/Dist Elev Diff Page Number m39d GEN dd-gen aa CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m39d GEN dd-gen aa Corporation of the Town of Grand V 56 Main St North Grand Valley SE/ p x m39d GEN dd-gen aa CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY SE/ p x m40d dd-wwis aa lot 30 con 2 SSE/ p x m41d dd-wwis aa lot 30 con 3 S/ p x m42d dd-wwis aa lot 31 con 3 ENE/ p x m43d CA dd-ca aa MacPhatter Group Inc. 2 Baker Court East Luther Grand Valley E/ p x m44d dd-wwis aa S/ p x m45d dd-wwis aa ENE/ p x m46d dd-wwis aa SSE/ p x m47d dd-wwis aa ESE/ p x m48d dd-wwis aa lot 30 con 3 SE/ p x m49d dd-wwis aa SSE/ p x m50d FST dd-fst aa FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY L0N 1G0 ESE/ p x m50d dd-fsth aa FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY ESE/ p x m50d dd-fsth aa FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY ESE/ p x m50d dd-pes aa FLANAGAN TREE SERVICE GRAND VALLEY L0N 1G0 ESE/ p x m50d dd-prt aa FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY ESE/ p x m51d dd-wwis aa SSE/ p x m52d dd-wwis aa SSE/ p x m53d dd-wwis aa S/ p x m54d dd-wwis aa S/ p x m55d dd-wwis aa SE/ p x m56d dd-wwis aa lot 30 con 2 S/ p x m57d dd-wwis aa lot 31 con 3 ESE/ p x 9

48 h-executive Summary: Summary By By Data Data Source Source CA - Certificates of Approval A search of the CA database, dated 1985-Oct 30, 2011* has found that there are 1 CA site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key MacPhatter Group Inc. 2 Baker Court East Luther Grand Valley m a EHS - ERIS Historical Searches A search of the EHS database, dated 1999-Aug 2016 has found that there are 2 EHS site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key 111 Main St. Dufferin Cty m a Amaranth Street Grand Valley m a FST - Fuel Storage Tank A search of the FST database, dated Oct 31, 2016 has found that there are 1 FST site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY L0N 1G m a FSTH - Fuel Storage Tank - Historic A search of the FSTH database, dated Pre-Jan 2010* has found that there are 2 FSTH site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY m a FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY m a GEN - Ontario Regulation 347 Waste Generators Summary 10

49 A search of the GEN database, dated 1986-Sep 2016 has found that there are 19 GEN site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key GRAND VALLEY, VILLAGE OF/ Corporation of the Township of East Luther Grand V EAST LUTHER, TWP.OF, 56 MAIN ST. N. C/O 5 MAIN ST. GRAND VALLEY L0N 1G0 56 Main St N Grand Valley m a m a CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY Corporation of the Township of East Luther Grand V CORP. OF THE TOWN OF GRAND VALLEY Corporation of the Town of Grand V CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY Corporation of the Township of East Luther Grand V CORP. OF THE TOWN OF GRAND VALLEY Corporation of the Town of Grand V CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY CORP. OF THE TOWN OF GRAND VALLEY CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY CORP. OF THE TOWN OF GRAND VALLEY TOWNSHIP OF EAST LUTHER GRAND VALLEY Corporation of the Township of East Luther Grand V Corporation of the Town of Grand V Corporation of the Town of Grand V 56 MAIN STREET N GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 56 Main St N Grand Valley 56 MAIN STREET N GRAND VALLEY L9W5S6 56 Main St North Grand Valley 56 MAIN STREET N GRAND VALLEY 56 Main St N Grand Valley 56 MAIN STREET N GRAND VALLEY 56 Main St North Grand Valley 56 MAIN STREET N GRAND VALLEY 56 MAIN STREET N GRAND VALLEY L0N 1G0 56 MAIN STREET N GRAND VALLEY 56 MAIN STREET N GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 56 Main St N Grand Valley 56 Main St North Grand Valley L9W 5S7 56 Main St North Grand Valley m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a PES - Pesticide Register A search of the PES database, dated 1988-Oct 2016 has found that there are 1 PES site(s) within approximately 0.25 kilometers of the project property. 11

50 Address Distance Map Key FLANAGAN TREE SERVICE m a GRAND VALLEY L0N 1G0 PRT - Private and Retail Fuel Storage Tanks A search of the PRT database, dated * has found that there are 1 PRT site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY m a SCT - Scott's Manufacturing Directory A search of the SCT database, dated 1992-Mar 2011* has found that there are 1 SCT site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key Amaranth Aggregates Ltd County Rd 25 RR 2 Grand Valley m a WWIS - Water Well Information System A search of the WWIS database, dated Jun 30, 2016 has found that there are 52 WWIS site(s) within approximately 0.25 kilometers of the project property. Address Distance Map Key GRAND VALLEY 0.0 m a 1 lot 30 con 3 lot 30 con 3 GRAND VALLEY 0.0 m a m a m a m a m a m a m a m a 9 12

51 Address Distance Map Key 46.7 m a lot 30 con 3 GRAND VALLEY lot 30 con 3 lot 30 con 2 lot 30 con 3 lot 30 con 3 GRAND VALLEY lot 31 con 3 lot 30 con m a 64.4 m a 64.9 m a 65.6 m a 71.1 m a 83.8 m a 85.1 m a 91.2 m a 99.9 m a m a m a m a m a m a m a m a m a m a m a m a m a m a 13

52 Address Distance Map Key m a lot 30 con 3 lot 30 con 2 lot 30 con 3 lot 31 con 3 lot 30 con 3 lot 30 con 2 lot 31 con m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a m a 14

53 COUNTY RD '30"W 80 19'W 30 m30c #* 13 m13c #* 29 m29c #* JOYCE CRT 45 m45c #* #* 42 m42c FIFE RD #*#* 3 2 m3cm2c 1 m1c #* m5c #* 11 m11c #* 5 SPRUYT AVE 43 m43c #* 33 m33c #* 16 m16c #* 34 m34c #* 47 m47c #* 32 m32c #* m37c 37 #* #* m57c #* m50c(5) 50 (5) WEBB ST 57 CROZIER ST SCOTT ST 43 54'N m m31c #* m12c #* m4c #* m6c #* m19c m21c(2) 21 (2) CCESSI RD 2 & m7c #* m14c #*#* #* #* #* m17c 22 m22c 17 m44c m8c #* m41c #* m9c #* m10c 36 #* #* #* #* #* #* #* #* m36c m54c 9 10 m18c m20c m23c m38c m15c m51c m49c m53c 53 m52c #* #*#* #* #* m56c m40c m24c #* 25 m25c m46c #* #* 46 #* #* m27c #* m26c m28c 27 EMMA ST N EMMA ST S #* m39c(19) 39 (19) 48 m55c 55 m48c #* #* MAIN ST N MAIN ST S MILL ST E KING ST GIER ST AMARANTH ST E 1:5600 PSFORD ST 43 54'N Map : 0.25 Kilometer Radius Order No: Address: Douglas St, Grand Valley, Project Property Buffer Outline #* Eris s with Higher ") Eris s with Same #* ( Eris s with Lower Eris s with Unknown Expressway Principal Highway Secondary Highway Major Road Local road Trail Industrial and Resource - Regions Main Line Sidetrack Transit Line Abandoned Line National Park Provincial or Territorial Park Other Park Golf Course or Driving Range Park or Sports Field Other Recreation Area Proposed Road Ferry Route/Ice Road Source: 2015 DMTI Spatial Inc. ERIS Information Limited Partnership

54 80 19'30"W 43 54'N 43 54'N Aerial m 1:10000 Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Order No: Address: Douglas St, Grand Valley, Source: ESRI World Imagery ERIS Information Limited Partnership

55 80 19'30"W 43 54'N 43 54'N Topographic Map Address: Douglas St, Grand Valley, Source: ESRI World Topographic Map m Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance 1:10000Survey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, OpenStreetMap contributors, and the GIS User Community Order No: ERIS Information Limited Partnership

56 h-detail Report Report Map Key Distance 1 m b 1 of 1 -/ GRAND VALLEY dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Monitoring Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Observation Wells Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: Code OB Description: Open Hole: Date Completed: 19-MAR-15 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: wwr Org CS: UTM83 : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN SILT CLAY LOOSE Formation Top Depth: 0 Formation End Depth: 2.4 Formation End Depth UOM: m Formation ID: Layer: 2 GREY FINE SAND CLAY 18

57 Distance HARD Formation Top Depth: 2.4 Formation End Depth: 4.6 Formation End Depth UOM: m Annular Space/Abandonment Sealing Record Plug ID: Plug From: 0 Plug To: 2.8 Plug Depth UOM: m Plug ID: Layer: 2 Plug From: 2.8 Plug To: 4.6 Plug Depth UOM: m Method of Construction & Well Use Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction: Pipe Information Pipe ID: Casing Number: 0 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: PLASTIC Depth From: 0 Depth To: 3.1 Casing Diameter: 5.2 Casing Diameter UOM: cm Casing Depth UOM: m Construction Record - Screen Screen ID: Slot: 10 Screen Top Depth: 3.1 Screen End Depth: 4.6 Screen Material: 5 Screen Depth UOM: m Screen Diameter UOM: cm Screen Diameter: 6.4 Hole Diameter Hole ID: Diameter: 21 Depth From: 0 Depth To: 4.6 Hole Depth UOM: m 19

58 Distance Hole Diameter UOM: cm 2 m b 1 of 1 -/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 85 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 05-OCT-83 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: lot Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 30 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY STES Formation Top Depth: 30 Formation End Depth: 76 Formation End Depth UOM: 20

59 Distance Formation ID: Layer: 3 CLAY BOULDERS Formation Top Depth: 76 Formation End Depth: 85 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE Formation Top Depth: 85 Formation End Depth: 180 Formation End Depth UOM: Formation ID: Layer: 5 BROWN LIMESTE Formation Top Depth: 180 Formation End Depth: 217 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 90 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 217 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing 21

60 Distance Pump Test ID: Pump Set At: Static Level: 71 Final Level Aer Pumping: 80 Recommended Pump Depth: 130 Pumping Rate: 40 Flowing Rate: Recommended Pump Rate: 20 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 80 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 212 Water Found Depth UOM: 3 m b 1 of 1 -/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 77 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 24-SEP-01 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM 22

61 Distance Location Method: lot Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN SAND STES FILL Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY GRAVEL Formation Top Depth: 1 Formation End Depth: 14 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY GRAVEL Formation Top Depth: 14 Formation End Depth: 35 Formation End Depth UOM: Formation ID: Layer: 4 BROWN SILT CLAY GRAVEL Formation Top Depth: 35 Formation End Depth: 77 Formation End Depth UOM: Formation ID: Layer: 5 GREY LIMESTE CLAY SOFT Formation Top Depth: 77 Formation End Depth: 176 Formation End Depth UOM: Annular Space/Abandonment 23

62 Distance Sealing Record Plug ID: Plug From: 0 Plug To: 49 Plug Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 67 Final Level Aer Pumping: Recommended Pump Depth: 110 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID:

63 Distance Test Type: Recovery Test Duration: 15 Test Level: 70 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 30 Test Level: 67 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 45 Test Level: 67 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 60 Test Level: 67 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 81 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 170 Water Found Depth UOM: 4 m b 1 of 1 -/ GRAND VALLEY dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Monitoring Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Observation Wells Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: Code OB Description: Open Hole: Date Completed: 19-MAR-15 25

64 Distance Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: wwr Org CS: UTM83 : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN SILT CLAY LOOSE Formation Top Depth: 0 Formation End Depth: 2.4 Formation End Depth UOM: m Formation ID: Layer: 2 GREY FINE SAND CLAY HARD Formation Top Depth: 2.4 Formation End Depth: 4.6 Formation End Depth UOM: m Annular Space/Abandonment Sealing Record Plug ID: Plug From: 0 Plug To: 2.8 Plug Depth UOM: m Plug ID: Layer: 2 Plug From: 2.8 Plug To: 4.6 Plug Depth UOM: m Method of Construction & Well Use Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction: Pipe Information 26

65 Distance Pipe ID: Casing Number: 0 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: PLASTIC Depth From: 0 Depth To: 3.1 Casing Diameter: 5.2 Casing Diameter UOM: cm Casing Depth UOM: m Construction Record - Screen Screen ID: Slot: 10 Screen Top Depth: 3.1 Screen End Depth: 4.6 Screen Material: 5 Screen Depth UOM: m Screen Diameter UOM: cm Screen Diameter: 6.4 Hole Diameter Hole ID: Diameter: 21 Depth From: 0 Depth To: 4.6 Hole Depth UOM: m Hole Diameter UOM: cm 5 m b 1 of 1 -/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Public Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 95 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 14-OCT-69 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 27

66 Distance UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY BOULDERS Formation Top Depth: 0 Formation End Depth: 45 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY STES Formation Top Depth: 45 Formation End Depth: 58 Formation End Depth UOM: Formation ID: Layer: 3 MEDIUM SAND CLAY Formation Top Depth: 58 Formation End Depth: 83 Formation End Depth UOM: Formation ID: Layer: 4 GREY CLAY Formation Top Depth: 83 Formation End Depth: 95 Formation End Depth UOM: Formation ID: Layer: 5 GREY LIMESTE Formation Top Depth: 95 Formation End Depth: 109 Formation End Depth UOM: 28

67 Distance Formation ID: Layer: 6 BROWN LIMESTE Formation Top Depth: 109 Formation End Depth: 119 Formation End Depth UOM: Formation ID: Layer: 7 GREY LIMESTE Formation Top Depth: 119 Formation End Depth: 141 Formation End Depth UOM: Formation ID: Layer: 8 WHITE LIMESTE Formation Top Depth: 141 Formation End Depth: 178 Formation End Depth UOM: Formation ID: Layer: 9 BROWN LIMESTE Formation Top Depth: 178 Formation End Depth: 185 Formation End Depth UOM: Formation ID: GREY LIMESTE Formation Top Depth: 185 Formation End Depth: 410 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing 29

68 Distance Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 105 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 410 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 62 Final Level Aer Pumping: 160 Recommended Pump Depth: 220 Pumping Rate: 60 Flowing Rate: Recommended Pump Rate: 40 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 4 Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 160 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 160 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 160 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level:

69 Distance Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 242 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 273 Water Found Depth UOM: Water ID: Layer: 3 Kind Code: 1 Kind: FRESH Water Found Depth: 408 Water Found Depth UOM: 6 m b 1 of 1 -/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: _ Code OB Description: No formation data Open Hole: Date Completed: 22-MAY-68 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: 31

70 Distance Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 65 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 90 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 18 Final Level Aer Pumping: 30 Recommended Pump Depth: 40 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 15 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 90 Water Found Depth UOM: 32

71 Distance 7 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 81 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 08-SEP-76 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 30 Formation End Depth UOM: Formation ID: Layer: 2 BROWN GRAVEL Formation Top Depth: 30 Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY 33

72 Distance STES Formation Top Depth: 50 Formation End Depth: 81 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE HARD Formation Top Depth: 81 Formation End Depth: 174 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 83 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 45 Final Level Aer Pumping: Recommended Pump Depth: 75 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 10 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down 34

73 Distance Test Duration: 15 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 60 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 172 Water Found Depth UOM: 8 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 65 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 18-JUN-71 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: 35

74 Distance : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY GRAVEL BOULDERS Formation Top Depth: 0 Formation End Depth: 65 Formation End Depth UOM: Formation ID: Layer: 2 GREY ROCK Formation Top Depth: 65 Formation End Depth: 125 Formation End Depth UOM: Formation ID: Layer: 3 BROWN LIMESTE Formation Top Depth: 125 Formation End Depth: 136 Formation End Depth UOM: Formation ID: Layer: 4 WHITE LIMESTE Formation Top Depth: 136 Formation End Depth: 142 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: 36

75 Distance Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 70 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 142 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 30 Final Level Aer Pumping: 60 Recommended Pump Depth: 75 Pumping Rate: 5 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 2 Pumping Duration MIN: 15 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID:

76 Distance Test Type: Draw Down Test Duration: 60 Test Level: 60 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 140 Water Found Depth UOM: 9 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 70 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 21-SEP-55 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY Formation Top Depth: 0 38

77 Distance Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 2 GRAVEL HARDPAN Formation Top Depth: 50 Formation End Depth: 70 Formation End Depth UOM: Formation ID: Layer: 3 LIMESTE Formation Top Depth: 70 Formation End Depth: 125 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 70 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 125 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 35 Final Level Aer Pumping: 40 Recommended Pump Depth: Pumping Rate: 10 39

78 Distance Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 125 Water Found Depth UOM: 10 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 73 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 14-DEC-65 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID:

79 Distance CLAY STES Formation Top Depth: 0 Formation End Depth: 48 Formation End Depth UOM: Formation ID: Layer: 2 GRAVEL Formation Top Depth: 48 Formation End Depth: 60 Formation End Depth UOM: Formation ID: Layer: 3 CLAY Formation Top Depth: 60 Formation End Depth: 73 Formation End Depth UOM: Formation ID: Layer: 4 LIMESTE Formation Top Depth: 73 Formation End Depth: 205 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 80 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 41

80 Distance Open Hole or Material: OPEN HOLE Depth From: Depth To: 205 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 50 Final Level Aer Pumping: 100 Recommended Pump Depth: 95 Pumping Rate: 5 Flowing Rate: Recommended Pump Rate: 3 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 170 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 202 Water Found Depth UOM: 11 m b 1 of 1 ENE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 93 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 26-JUL-57 Remarks: 42

81 Distance Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY BOULDERS GRAVEL Formation Top Depth: 0 Formation End Depth: 93 Formation End Depth UOM: Formation ID: Layer: 2 LIMESTE Formation Top Depth: 93 Formation End Depth: 180 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 100 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: 43

82 Distance Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 180 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 45 Final Level Aer Pumping: 62 Recommended Pump Depth: Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 180 Water Found Depth UOM: 12 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 80 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 10-SEP-76 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m 44

83 Distance Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 31 Formation End Depth UOM: Formation ID: Layer: 2 BROWN GRAVEL Formation Top Depth: 31 Formation End Depth: 49 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 49 Formation End Depth: 80 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE HARD Formation Top Depth: 80 Formation End Depth: 181 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID:

84 Distance Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 82 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 45 Final Level Aer Pumping: Recommended Pump Depth: 75 Pumping Rate: 20 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 10 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 60 Test Level UOM: Water Details 46

85 Distance Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 179 Water Found Depth UOM: 13 m b 1 of 1 NNE/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Public Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 78 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 05-APR-90 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 12 Formation End Depth UOM: Formation ID: Layer: 2 GREY HARDPAN 47

86 Distance STES Formation Top Depth: 12 Formation End Depth: 78 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 78 Formation End Depth: 210 Formation End Depth UOM: Formation ID: Layer: 4 BROWN LIMESTE Formation Top Depth: 210 Formation End Depth: 263 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 84 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 263 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 66 48

87 Distance Final Level Aer Pumping: 100 Recommended Pump Depth: 135 Pumping Rate: 7 Flowing Rate: Recommended Pump Rate: 6 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 100 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 263 Water Found Depth UOM: 14 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 76 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 12-SEP-75 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: 49

88 Distance Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN TOPSOIL Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY STES Formation Top Depth: 1 Formation End Depth: 15 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY Formation Top Depth: 15 Formation End Depth: 76 Formation End Depth UOM: Formation ID: Layer: 4 GREY ROCK Formation Top Depth: 76 Formation End Depth: 104 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 3 Method Construction: Rotary (Reverse) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: 50

89 Distance Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 77 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 104 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 41 Final Level Aer Pumping: 65 Recommended Pump Depth: 75 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 41 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 104 Water Found Depth UOM: 15 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: 51

90 Distance Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 66 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 09-SEP-65 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: PREVIOUSLY DUG Formation Top Depth: 0 Formation End Depth: 27 Formation End Depth UOM: Formation ID: Layer: 2 CLAY GRAVEL Formation Top Depth: 27 Formation End Depth: 66 Formation End Depth UOM: Formation ID: Layer: 3 BLUE LIMESTE Formation Top Depth: 66 Formation End Depth: 107 Formation End Depth UOM: 52

91 Distance Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 66 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 107 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 40 Final Level Aer Pumping: 60 Recommended Pump Depth: 60 Pumping Rate: 7 Flowing Rate: Recommended Pump Rate: 7 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 107 Water Found Depth UOM: 53

92 Distance 16 m b 1 of 1 ESE/ GRAND VALLEY dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Monitoring Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Observation Wells Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: Code OB Description: Open Hole: Date Completed: 19-MAR-15 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: wwr Org CS: UTM83 : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN SILT CLAY STES Formation Top Depth: 0 Formation End Depth: 2.4 Formation End Depth UOM: m Formation ID: Layer: 2 GREY FINE SAND CLAY HARD Formation Top Depth: 2.4 Formation End Depth: 4.6 Formation End Depth UOM: m Annular Space/Abandonment Sealing Record Plug ID:

93 Distance Plug From: 0 Plug To: 2.8 Plug Depth UOM: m Plug ID: Layer: 2 Plug From: 2.8 Plug To: 4.6 Plug Depth UOM: m Method of Construction & Well Use Method Construction ID: Method Construction Code: 6 Method Construction: Boring Other Method Construction: Pipe Information Pipe ID: Casing Number: 0 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: PLASTIC Depth From: 0 Depth To: 3.1 Casing Diameter: 5.2 Casing Diameter UOM: cm Casing Depth UOM: m Construction Record - Screen Screen ID: Slot: 10 Screen Top Depth: 3.1 Screen End Depth: 4.6 Screen Material: 5 Screen Depth UOM: m Screen Diameter UOM: cm Screen Diameter: 6.4 Hole Diameter Hole ID: Diameter: 21 Depth From: 0 Depth To: 4.6 Hole Depth UOM: m Hole Diameter UOM: cm 17 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: 55

94 Distance Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 84 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 11-SEP-76 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 29 Formation End Depth UOM: Formation ID: Layer: 2 BROWN GRAVEL Formation Top Depth: 29 Formation End Depth: 51 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 51 Formation End Depth: 84 Formation End Depth UOM: 56

95 Distance Formation ID: Layer: 4 GREY LIMESTE HARD Formation Top Depth: 84 Formation End Depth: 179 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 86 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 45 Final Level Aer Pumping: Recommended Pump Depth: 75 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 10 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID:

96 Distance Test Type: Draw Down Test Duration: 30 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 65 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 176 Water Found Depth UOM: 18 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 56 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 06-OCT-55 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: 58

97 Distance Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY BOULDERS Formation Top Depth: 0 Formation End Depth: 35 Formation End Depth UOM: Formation ID: Layer: 2 HARDPAN Formation Top Depth: 35 Formation End Depth: 56 Formation End Depth UOM: Formation ID: Layer: 3 BLUE LIMESTE Formation Top Depth: 56 Formation End Depth: 100 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 56 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE 59

98 Distance Depth From: Depth To: 100 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 24 Final Level Aer Pumping: 35 Recommended Pump Depth: Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 100 Water Found Depth UOM: 19 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 76 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 17-DEC-57 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: :

99 Distance Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY HARDPAN STES Formation Top Depth: 0 Formation End Depth: 76 Formation End Depth UOM: Formation ID: Layer: 2 LIMESTE Formation Top Depth: 76 Formation End Depth: 125 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 76 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 125 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: 61

100 Distance Well Yield Testing Pump Test ID: Pump Set At: Static Level: 33 Final Level Aer Pumping: 45 Recommended Pump Depth: Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 30 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 125 Water Found Depth UOM: 20 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 71 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 18-JUL-75 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: 62

101 Distance Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY Formation Top Depth: 0 Formation End Depth: 71 Formation End Depth UOM: Formation ID: Layer: 2 GREY LIMESTE Formation Top Depth: 71 Formation End Depth: 79 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 73 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 40 Final Level Aer Pumping: 50 Recommended Pump Depth: 55 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 6 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 63

102 Distance Water State Aer Test: Pumping Test Method: 1 Pumping Duration HR: 9 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 40 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 30 Test Level: 40 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 45 Test Level: 40 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 60 Test Level: 40 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 79 Water Found Depth UOM: 21 m b 1 of 2 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 82 Code OB: r 64

103 Distance Code OB Description: Bedrock Open Hole: Date Completed: 14-SEP-74 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 30 Formation End Depth UOM: Formation ID: Layer: 2 BROWN GRAVEL Formation Top Depth: 30 Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 50 Formation End Depth: 82 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE HARD Formation Top Depth: 82 Formation End Depth: 180 Formation End Depth UOM: Method of Construction & Well Use 65

104 Distance Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 84 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 45 Final Level Aer Pumping: Recommended Pump Depth: 75 Pumping Rate: 20 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 10 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 60 Test Level UOM: 66

105 Distance Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 60 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 178 Water Found Depth UOM: 21 m b 2 of 2 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 76 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 11-SEP-75 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN TOPSOIL 67

106 Distance Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY STES Formation Top Depth: 1 Formation End Depth: 15 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 15 Formation End Depth: 76 Formation End Depth UOM: Formation ID: Layer: 4 GREY ROCK Formation Top Depth: 76 Formation End Depth: 106 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 70 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To:

107 Distance Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 43 Final Level Aer Pumping: 65 Recommended Pump Depth: 75 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 43 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 106 Water Found Depth UOM: 22 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 73 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 20-NOV-71 Remarks: 69

108 Distance Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY Formation Top Depth: 0 Formation End Depth: 30 Formation End Depth UOM: Formation ID: Layer: 2 BROWN GRAVEL CLAY Formation Top Depth: 30 Formation End Depth: 73 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 73 Formation End Depth: 125 Formation End Depth UOM: Formation ID: Layer: 4 WHITE LIMESTE Formation Top Depth: 125 Formation End Depth: 170 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) 70

109 Distance Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 76 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 170 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 47 Final Level Aer Pumping: 70 Recommended Pump Depth: 80 Pumping Rate: 6 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 2 Water State Aer Test: CLOUDY Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 47 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 30 Test Level: 47 Test Level UOM: Pump Test Detail ID: Pump Test ID:

110 Distance Test Type: Recovery Test Duration: 45 Test Level: 47 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 60 Test Level: 47 Test Level UOM: Water Details Water ID: Kind Code: 5 Kind: Not stated Water Found Depth: 170 Water Found Depth UOM: 23 m b 1 of 1 SSE/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 61 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 29-AUG-89 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval 72

111 Distance Formation ID: BLACK TOPSOIL Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY Formation Top Depth: 2 Formation End Depth: 15 Formation End Depth UOM: Formation ID: Layer: 3 BROWN GRAVEL CLAY STES Formation Top Depth: 15 Formation End Depth: 32 Formation End Depth UOM: Formation ID: Layer: 4 GREY CLAY STES Formation Top Depth: 32 Formation End Depth: 61 Formation End Depth UOM: Formation ID: Layer: 5 GREY LIMESTE Formation Top Depth: 61 Formation End Depth: 203 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing 73

112 Distance Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 63 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 203 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 33 Final Level Aer Pumping: 56 Recommended Pump Depth: 105 Pumping Rate: 12 Flowing Rate: Recommended Pump Rate: 12 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 56 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 203 Water Found Depth UOM: 24 m b 1 of 1 SSE/ lot 30 con 2 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 02 Primary Water Use:: Domestic Concession Name: C 74

113 Distance Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 69 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 25-OCT-86 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BLACK TOPSOIL Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY Formation Top Depth: 2 Formation End Depth: 34 Formation End Depth UOM: Formation ID: Layer: 3 GREY HARDPAN GRAVEL Formation Top Depth: 34 Formation End Depth: 69 Formation End Depth UOM: Formation ID:

114 Distance Layer: 4 GREY LIMESTE Formation Top Depth: 69 Formation End Depth: 108 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 70 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 108 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 30 Final Level Aer Pumping: 37 Recommended Pump Depth: 65 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID:

115 Distance Pump Test ID: Test Type: Test Duration: 60 Test Level: 37 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 108 Water Found Depth UOM: 25 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 73 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 29-OCT-70 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES 77

116 Distance Formation Top Depth: 0 Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 2 GRAVEL Formation Top Depth: 50 Formation End Depth: 55 Formation End Depth UOM: Formation ID: Layer: 3 CLAY Formation Top Depth: 55 Formation End Depth: 73 Formation End Depth UOM: Formation ID: Layer: 4 BROWN LIMESTE Formation Top Depth: 73 Formation End Depth: 180 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 78 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 180 Casing Diameter: 4 78

117 Distance Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 48 Final Level Aer Pumping: 65 Recommended Pump Depth: 75 Pumping Rate: 5 Flowing Rate: Recommended Pump Rate: 4 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 2 Pumping Duration MIN: 15 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 65 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 65 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 175 Water Found Depth UOM: 79

118 Distance 26 m b 1 of 1 SE/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 81 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 20 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY Formation Top Depth: 20 Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 3 HARDPAN STEY 80

119 Distance Formation Top Depth: 50 Formation End Depth: 81 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE Formation Top Depth: 81 Formation End Depth: 220 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 85 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 220 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 61 Final Level Aer Pumping: 90 Recommended Pump Depth: 115 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 81

120 Distance Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 90 Test Level UOM: 27 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 12 Code OB: h Code OB Description: Mixed in a Layer Open Hole: Date Completed: 18-DEC-74 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY Formation Top Depth: 0 Formation End Depth: 12 Formation End Depth UOM: 82

121 Distance Formation ID: Layer: 2 GREY CLAY SHALE STES Formation Top Depth: 12 Formation End Depth: 58 Formation End Depth UOM: Formation ID: Layer: 3 GREY ROCK BOULDERS SAND Formation Top Depth: 58 Formation End Depth: 74 Formation End Depth UOM: Formation ID: Layer: 4 BLUE ROCK Formation Top Depth: 74 Formation End Depth: 105 Formation End Depth UOM: Formation ID: Layer: 5 BROWN ROCK Formation Top Depth: 105 Formation End Depth: 225 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 84 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: 83

122 Distance Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 225 Casing Diameter: Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 54 Final Level Aer Pumping: 68 Recommended Pump Depth: 90 Pumping Rate: 5 Flowing Rate: Recommended Pump Rate: 4 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 6 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 58 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 30 Test Level: 54 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 45 Test Level: 54 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 60 Test Level: 54 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH 84

123 Distance Water Found Depth: 155 Water Found Depth UOM: 28 m b 1 of 1 SE/ lot 30 con 3 GRAND VALLEY dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Not Used Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Abandoned-Other Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: Code OB Description: Open Hole: Date Completed: 09-NOV-11 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: wwr Org CS: UTM83 : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: Layer: Formation Top Depth: Formation End Depth: Formation End Depth UOM: m Annular Space/Abandonment Sealing Record Plug ID: Plug From: 66.4 Plug To: 26.5 Plug Depth UOM: m 85

124 Distance Plug ID: Layer: 2 Plug From: 26.5 Plug To: 2 Plug Depth UOM: m Method of Construction & Well Use Method Construction ID: Method Construction Code: Method Construction: Other Method Construction: Pipe Information Pipe ID: Casing Number: 0 Comment: Alt Name: Construction Record - Casing Casing ID: Layer: Open Hole or Material: Depth From: Depth To: Casing Diameter: Casing Diameter UOM: cm Casing Depth UOM: m Construction Record - Screen Screen ID: Layer: Slot: Screen Top Depth: Screen End Depth: Screen Material: Screen Depth UOM: m Screen Diameter UOM: cm Screen Diameter: Hole Diameter Hole ID: Diameter: Depth From: Depth To: Hole Depth UOM: m Hole Diameter UOM: cm 29 m b 1 of 1 NE/ lot 31 con 3 dd-wwis bb p y WWIS Well ID: Lot: 031 Construction Date:: Concession: 03 Primary Water Use:: Not Used Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Abandoned-Supply Northing NAD83:: Specific Capacity:: Zone:: 86

125 Distance Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: o Code OB Description: Overburden Open Hole: Date Completed: 21-NOV-94 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: PREV. DRILLED Formation Top Depth: 0 Formation End Depth: 425 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: Method Construction: Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: 30 m b 1 of 1 NNE/ Amaranth Aggregates Ltd County Rd 25 RR 2 Grand Valley dd-sct bb p y SCT Established: 1989 Plant Size (²): Employment: 6 87

126 Distance --Details-- Description: Sand and Gravel Mining and Quarrying SIC/NAICS Code: Description: Other Specialty-Line Building Supplies Wholesaler-Distributors SIC/NAICS Code: m b 1 of 1 S/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 93 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 16-SEP-74 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY BOULDERS Formation Top Depth: 0 Formation End Depth: 42 Formation End Depth UOM: Formation ID: Layer: 2 GREY HARDPAN 88

127 Distance STES Formation Top Depth: 42 Formation End Depth: 93 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 93 Formation End Depth: 100 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 4 Method Construction: Rotary (Air) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 95 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 50 Final Level Aer Pumping: 65 Recommended Pump Depth: 85 Pumping Rate: 6 Flowing Rate: Recommended Pump Rate: 5 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down 89

128 Distance Test Duration: 60 Test Level: 65 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 100 Water Found Depth UOM: 32 m b 1 of 1 E/ Main St. Dufferin Cty dd-ehs bb p y EHS Postal Code: City: Address2: Address1: Provstate: Order No.: Addit. Info Ordered:: Report Date: 11/21/01 Report Type: Report Search Radius (km): m b 1 of 1 WSW/ Amaranth Street Grand Valley dd-ehs bb p y EHS Postal Code: City: Address2: Address1: Provstate: Order No.: Addit. Info Ordered:: Report Date: 3/3/2011 Report Type: Custom Report Search Radius (km): m b 1 of 1 ESE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Public Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 86 Code OB: r 90

129 Distance Code OB Description: Bedrock Open Hole: Date Completed: 29-OCT-71 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY STES Formation Top Depth: 0 Formation End Depth: 86 Formation End Depth UOM: Formation ID: Layer: 2 GREY LIMESTE Formation Top Depth: 86 Formation End Depth: 275 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To:

130 Distance Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 275 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 70 Final Level Aer Pumping: 85 Recommended Pump Depth: 150 Pumping Rate: 25 Flowing Rate: Recommended Pump Rate: 25 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 85 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 85 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 85 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 85 Test Level UOM: Water Details Water ID:

131 Distance Kind Code: 1 Kind: FRESH Water Found Depth: 210 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 270 Water Found Depth UOM: 35 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 58 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 15-JUL-72 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 20 Formation End Depth UOM: 93

132 Distance Formation ID: Layer: 2 GREY CLAY BOULDERS Formation Top Depth: 20 Formation End Depth: 54 Formation End Depth UOM: Formation ID: Layer: 3 CLAY STES Formation Top Depth: 54 Formation End Depth: 58 Formation End Depth UOM: Formation ID: Layer: 4 GREY ROCK Formation Top Depth: 58 Formation End Depth: 76 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 62 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 76 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: 94

133 Distance Well Yield Testing Pump Test ID: Pump Set At: Static Level: 32 Final Level Aer Pumping: 45 Recommended Pump Depth: 55 Pumping Rate: 8 Flowing Rate: Recommended Pump Rate: 7 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 45 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 45 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 45 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 45 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 75 Water Found Depth UOM: 36 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: 95

134 Distance Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 55 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 19-MAY-59 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: PREVIOUSLY DUG Formation Top Depth: 0 Formation End Depth: 25 Formation End Depth UOM: Formation ID: Layer: 2 CLAY STES Formation Top Depth: 25 Formation End Depth: 55 Formation End Depth UOM: Formation ID: Layer: 3 BLUE LIMESTE Formation Top Depth: 55 Formation End Depth: 135 Formation End Depth UOM: 96

135 Distance Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 55 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 135 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 20 Final Level Aer Pumping: 25 Recommended Pump Depth: 25 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 4 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 135 Water Found Depth UOM: 97

136 Distance 37 m b 1 of 1 E/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 88 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 11-JUL-68 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY MEDIUM SAND Formation Top Depth: 0 Formation End Depth: 88 Formation End Depth UOM: Formation ID: Layer: 2 BLUE LIMESTE Formation Top Depth: 88 Formation End Depth: 135 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE 98

137 Distance Formation Top Depth: 135 Formation End Depth: 193 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 95 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 193 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 64 Final Level Aer Pumping: 70 Recommended Pump Depth: 90 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 6 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH 99

138 Distance Water Found Depth: 174 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 191 Water Found Depth UOM: 38 m b 1 of 1 SSE/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 62 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 14-NOV-88 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY FILL STES Formation Top Depth: 0 Formation End Depth: 8 Formation End Depth UOM: Formation ID: Layer: 2 100

139 Distance BROWN TILL GRAVEL Formation Top Depth: 8 Formation End Depth: 25 Formation End Depth UOM: Formation ID: Layer: 3 GREY TILL GRAVEL Formation Top Depth: 25 Formation End Depth: 62 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE Formation Top Depth: 62 Formation End Depth: 95 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 64 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 95 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID:

140 Distance Pump Set At: Static Level: 31 Final Level Aer Pumping: 60 Recommended Pump Depth: 60 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 1 Pumping Duration MIN: 10 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 15 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 30 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 45 Test Level: 60 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 60 Test Level UOM: Water Details Water ID: Kind Code: 5 Kind: Not stated Water Found Depth: 72 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 5 Kind: Not stated Water Found Depth: 83 Water Found Depth UOM: 102

141 Distance 39 m b 1 of 19 SE/ Corporation of the Town of Grand V 56 Main St North Grand Valley L9W 5S7 dd-gen bb p y GEN PO Box Num: Status: Registered Country: Canada Generator #: Approval Yrs:: As of Sep 2016 SIC Code: SIC Description: --Details-- Waste Code: Waste Code: Waste Code: Waste Code: 213 I Petroleum distillates 252 L Waste crankcase oils and lubricants 212 L Aliphatic solvents and residues 251 L Waste oils/sludges (petroleum based) 39 m b 2 of 19 SE/ Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2010 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 212 ALIPHATIC SOLVENTS Waste Code: 251 OIL SKIMMINGS & SLUDGES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 213 PETROLEUM DISTILLATES 39 m b 3 of 19 SE/ TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 92,93,95,96,97,98,99,00,01 SIC Code:

142 Distance SIC Description: OTHER UTILITY IND. --Details-- Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 221 LIGHT FUELS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 331 WASTE COMPRESSED GASES 39 m b 4 of 19 SE/ CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2013 SIC Code: SIC Description: --Details-- Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 221 LIGHT FUELS Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 331 WASTE COMPRESSED GASES Waste Code:

143 Distance N-HALOGENATED PESTICIDES Waste Code: 146 OTHER SPECIFIED INORGANICS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 261 PHARMACEUTICALS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 148 INORGANIC LABORATORY CHEMICALS 39 m b 5 of 19 SE/ CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2009 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 146 OTHER SPECIFIED INORGANICS Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 221 LIGHT FUELS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS 105

144 Distance Waste Code: 261 PHARMACEUTICALS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 331 WASTE COMPRESSED GASES 39 m b 6 of 19 SE/ CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY L0N 1G0 dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: As of May 2015 SIC Code: SIC Description: --Details-- Waste Code: 331 Waste compressed gases including cylinders Waste Code: 221 Light fuels Waste Code: 261 Pharmaceuticals Waste Code: 114 Other inorganic acid wastes Waste Code: 146 Other specified inorganic sludges, slurries or solids Waste Code: 122 Alkaline slutions - containing other metals and non-metals (not cyanide) Waste Code: 263 Misc. waste organic chemicals Waste Code: 145 Wastes from the use of pigments, coatings and paints Waste Code: 242 Halogenated pesticides and herbicides Waste Code: 213 Petroleum distillates Waste Code: 252 Waste crankcase oils and lubricants Waste Code:

145 Distance Misc. wastes and inorganic chemicals 39 m b 7 of 19 SE/ GRAND VALLEY, VILLAGE OF/ EAST LUTHER, TWP.OF, 56 MAIN ST. N. C/O 5 MAIN ST. GRAND VALLEY L0N 1G0 dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 94 SIC Code: 4999 SIC Description: OTHER UTILITY IND. --Details-- Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 221 LIGHT FUELS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 331 WASTE COMPRESSED GASES 39 m b 8 of 19 SE/ Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2009 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 212 ALIPHATIC SOLVENTS Waste Code:

146 Distance PETROLEUM DISTILLATES Waste Code: 251 OIL SKIMMINGS & SLUDGES Waste Code: 252 WASTE OILS & LUBRICANTS 39 m b 9 of 19 SE/ Corporation of the Town of Grand V 56 Main St North Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2012 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 212 ALIPHATIC SOLVENTS Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 251 OIL SKIMMINGS & SLUDGES 39 m b 10 of 19 SE/ CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2010 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 221 LIGHT FUELS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 146 OTHER SPECIFIED INORGANICS 108

147 Distance Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 331 WASTE COMPRESSED GASES Waste Code: 261 PHARMACEUTICALS Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 242 HALOGENATED PESTICIDES 39 m b 11 of 19 SE/ CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET GRAND VALLEY L0N 1G0 dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 02 SIC Code: SIC Description: --Details-- Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 221 LIGHT FUELS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 252 WASTE OILS & LUBRICANTS 109

148 Distance Waste Code: 261 PHARMACEUTICALS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 331 WASTE COMPRESSED GASES 39 m b 12 of 19 SE/ Corporation of the Township of East Luther Grand V 56 Main St N Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 03,04,05,06,07,08 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 212 ALIPHATIC SOLVENTS Waste Code: 251 OIL SKIMMINGS & SLUDGES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 213 PETROLEUM DISTILLATES 39 m b 13 of 19 SE/ CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY L9W5S6 dd-gen bb p y GEN PO Box Num: Status: Registered Country: Canada Generator #: Approval Yrs:: As of Sep 2016 SIC Code: SIC Description: --Details-- Waste Code: Waste Code: 122 C Alkaline slutions - containing other metals and non-metals (not cyanide) 114 C 110

149 Distance Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Waste Code: Other inorganic acid wastes 146 T Other specified inorganic sludges, slurries or solids 145 L Wastes from the use of pigments, coatings and paints 145 B Wastes from the use of pigments, coatings and paints 148 I Misc. wastes and inorganic chemicals 252 L Waste crankcase oils and lubricants 261 A Pharmaceuticals 213 I Petroleum distillates 221 I Light fuels 242 A Halogenated pesticides and herbicides 331 I Waste compressed gases including cylinders 312 P Pathological wastes 263 B Misc. waste organic chemicals 39 m b 14 of 19 SE/ Corporation of the Town of Grand V 56 Main St North Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: As of May 2015 SIC Code: SIC Description: --Details-- Waste Code: 213 Petroleum distillates Waste Code: 251 Waste oils/sludges (petroleum based) Waste Code: 252 Waste crankcase oils and lubricants Waste Code: 212 Aliphatic solvents and residues 111

150 Distance 39 m b 15 of 19 SE/ CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 03,04,05,06,07,08 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 261 PHARMACEUTICALS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 331 WASTE COMPRESSED GASES Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 221 LIGHT FUELS Waste Code: 146 OTHER SPECIFIED INORGANICS Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code: 122 ALKALINE WASTES - OTHER METALS 39 m b 16 of 19 SE/ Corporation of the Township of East Luther Grand V dd-gen bb p y GEN 112

151 Distance 56 Main St N Grand Valley PO Box Num: Status: Country: Generator #: Approval Yrs:: 2011 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 212 ALIPHATIC SOLVENTS Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 251 OIL SKIMMINGS & SLUDGES 39 m b 17 of 19 SE/ CORP. OF THE TOWN OF GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2012 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 148 INORGANIC LABORATORY CHEMICALS Waste Code: 261 PHARMACEUTICALS Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code:

152 Distance PAINT/PIGMENT/COATING RESIDUES Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 146 OTHER SPECIFIED INORGANICS Waste Code: 331 WASTE COMPRESSED GASES Waste Code: 221 LIGHT FUELS Waste Code: 252 WASTE OILS & LUBRICANTS 39 m b 18 of 19 SE/ Corporation of the Town of Grand V 56 Main St North Grand Valley dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2013 SIC Code: SIC Description: --Details-- Waste Code: 251 OIL SKIMMINGS & SLUDGES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 212 ALIPHATIC SOLVENTS Waste Code: 213 PETROLEUM DISTILLATES 39 m b 19 of 19 SE/ CORP. OF THE TOWNSHIP OF EAST LUTHER GRAND VALLEY 56 MAIN STREET N GRAND VALLEY dd-gen bb p y GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: 2011 SIC Code: SIC Description: Municipal Regulatory Services --Details-- Waste Code: 146 OTHER SPECIFIED INORGANICS Waste Code: 261 PHARMACEUTICALS 114

153 Distance Waste Code: 312 PATHOLOGICAL WASTES Waste Code: 122 ALKALINE WASTES - OTHER METALS Waste Code: 269 N-HALOGENATED PESTICIDES Waste Code: 252 WASTE OILS & LUBRICANTS Waste Code: 263 ORGANIC LABORATORY CHEMICALS Waste Code: 114 OTHER INORGANIC ACID WASTES Waste Code: 221 LIGHT FUELS Waste Code: 213 PETROLEUM DISTILLATES Waste Code: 331 WASTE COMPRESSED GASES Waste Code: 145 PAINT/PIGMENT/COATING RESIDUES Waste Code: 242 HALOGENATED PESTICIDES Waste Code: 148 INORGANIC LABORATORY CHEMICALS 40 m b 1 of 1 SSE/ lot 30 con 2 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 02 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 59 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 31-OCT-84 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps 115

154 Distance Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 15 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY STES Formation Top Depth: 15 Formation End Depth: 59 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 59 Formation End Depth: 82 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To:

155 Distance Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 82 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 37 Final Level Aer Pumping: 45 Recommended Pump Depth: 66 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 10 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 45 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 82 Water Found Depth UOM: 41 m b 1 of 1 S/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN 117

156 Distance Bore Hole Information Bore Hole ID: DP2BR: 72 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 15-JUL-85 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 35 Formation End Depth UOM: Formation ID: Layer: 2 GRAVEL SAND LOOSE Formation Top Depth: 35 Formation End Depth: 45 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 45 Formation End Depth: 72 Formation End Depth UOM: Formation ID: Layer: 4 GREY LIMESTE Formation Top Depth:

157 Distance Formation End Depth: 72 Formation End Depth UOM: Formation ID: Layer: 5 BROWN LIMESTE Formation Top Depth: 72 Formation End Depth: 280 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 77 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 280 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 48 Final Level Aer Pumping: 80 Recommended Pump Depth: Pumping Rate: Flowing Rate: Recommended Pump Rate: 7 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N 119

158 Distance Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 80 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 270 Water Found Depth UOM: Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 275 Water Found Depth UOM: 42 m b 1 of 1 ENE/ lot 31 con 3 dd-wwis bb p y WWIS Well ID: Lot: 031 Construction Date:: Concession: 03 Primary Water Use:: Municipal Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 94 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 23-AUG-75 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: 120

159 Distance Spatial Status: Overburden and Bedrock Materials Interval Formation ID: TOPSOIL Formation Top Depth: 0 Formation End Depth: 1 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY STES Formation Top Depth: 1 Formation End Depth: 15 Formation End Depth UOM: Formation ID: Layer: 3 BROWN CLAY GRAVEL Formation Top Depth: 15 Formation End Depth: 40 Formation End Depth UOM: Formation ID: Layer: 4 BROWN CLAY SAND GRAVEL Formation Top Depth: 40 Formation End Depth: 85 Formation End Depth UOM: Formation ID: Layer: 5 BROWN FINE SAND Formation Top Depth: 85 Formation End Depth: 94 Formation End Depth UOM: Formation ID: Layer: 6 GREY ROCK Formation Top Depth: 94 Formation End Depth: 140 Formation End Depth UOM: Formation ID:

160 Distance Layer: 7 BROWN ROCK Formation Top Depth: 140 Formation End Depth: 215 Formation End Depth UOM: Formation ID: Layer: 8 BROWN ROCK Formation Top Depth: 215 Formation End Depth: 245 Formation End Depth UOM: Formation ID: Layer: 9 BROWN ROCK Formation Top Depth: 245 Formation End Depth: 352 Formation End Depth UOM: Formation ID: GREY ROCK Formation Top Depth: 352 Formation End Depth: 385 Formation End Depth UOM: Formation ID: GREY ROCK Formation Top Depth: 385 Formation End Depth: 398 Formation End Depth UOM: Formation ID: GREY ROCK Formation Top Depth: 398 Formation End Depth: 425 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: 122

161 Distance Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 95 Casing Diameter: 8 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 425 Casing Diameter: 8 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 67 Final Level Aer Pumping: 170 Recommended Pump Depth: 200 Pumping Rate: 56 Flowing Rate: Recommended Pump Rate: 56 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 24 Pumping Duration MIN: 0 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level: 67 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 115 Water Found Depth UOM: 123

162 Distance Water ID: Layer: 2 Kind Code: 1 Kind: FRESH Water Found Depth: 220 Water Found Depth UOM: Water ID: Layer: 3 Kind Code: 1 Kind: FRESH Water Found Depth: 395 Water Found Depth UOM: 43 m b 1 of 1 E/ MacPhatter Group Inc. 2 Baker Court East Luther Grand Valley dd-ca bb p y CA Certificate #: VEK73 Application Year: 2004 Issue Date: 1/23/2004 Approval Type: Waste Management Systems Status: Approved Application Type: Client Name:: Client Address:: Client City:: Client Postal Code:: Project Description:: Contaminants:: Emission Control:: 44 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 40 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 24-JUN-66 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: :

163 Distance Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: PREVIOUSLY DUG Formation Top Depth: 0 Formation End Depth: 25 Formation End Depth UOM: Formation ID: Layer: 2 CLAY STES Formation Top Depth: 25 Formation End Depth: 40 Formation End Depth UOM: Formation ID: Layer: 3 BLUE LIMESTE Formation Top Depth: 40 Formation End Depth: 88 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 40 Casing Diameter: 4 Casing Diameter UOM: inch 125

164 Distance Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 88 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 18 Final Level Aer Pumping: 40 Recommended Pump Depth: 40 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 88 Water Found Depth UOM: 45 m b 1 of 1 ENE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Public Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 106 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 13-AUG-71 Remarks: Zone: 17 East 83: North 83:

165 Distance UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: p4 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: TOPSOIL Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: Formation ID: Layer: 2 BROWN MEDIUM SAND BOULDERS GRAVEL Formation Top Depth: 2 Formation End Depth: 18 Formation End Depth UOM: Formation ID: Layer: 3 BROWN CLAY MEDIUM SAND GRAVEL Formation Top Depth: 18 Formation End Depth: 32 Formation End Depth UOM: Formation ID: Layer: 4 BROWN CLAY GRAVEL Formation Top Depth: 32 Formation End Depth: 75 Formation End Depth UOM: Formation ID: Layer: 5 BROWN CLAY Formation Top Depth: 75 Formation End Depth: 97 Formation End Depth UOM: 127

166 Distance Formation ID: Layer: 6 GRAVEL Formation Top Depth: 97 Formation End Depth: 105 Formation End Depth UOM: Formation ID: Layer: 7 FINE SAND Formation Top Depth: 105 Formation End Depth: 106 Formation End Depth UOM: Formation ID: Layer: 8 GREY ROCK Formation Top Depth: 106 Formation End Depth: 114 Formation End Depth UOM: Formation ID: Layer: 9 BROWN ROCK Formation Top Depth: 114 Formation End Depth: 352 Formation End Depth UOM: Formation ID: GREY ROCK Formation Top Depth: 352 Formation End Depth: 430 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: 128

167 Distance Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 15 Casing Diameter: 12 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: STEEL Depth From: Depth To: 107 Casing Diameter: 6 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 3 Open Hole or Material: STEEL Depth From: Depth To: 118 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 74 Final Level Aer Pumping: 124 Recommended Pump Depth: 160 Pumping Rate: 31 Flowing Rate: Recommended Pump Rate: 31 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 24 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 415 Water Found Depth UOM: 46 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: 129

168 Distance Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 69 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 24-OCT-49 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: PREVIOUSLY DUG Formation Top Depth: 0 Formation End Depth: 8 Formation End Depth UOM: Formation ID: Layer: 2 CLAY BOULDERS Formation Top Depth: 8 Formation End Depth: 69 Formation End Depth UOM: Formation ID: Layer: 3 LIMESTE Formation Top Depth: 69 Formation End Depth: 106 Formation End Depth UOM: Method of Construction & Well 130

169 Distance Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 69 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 106 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 27 Final Level Aer Pumping: 37 Recommended Pump Depth: Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 0 Pumping Duration MIN: 30 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 106 Water Found Depth UOM: 131

170 Distance 47 m b 1 of 1 ESE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 80 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 04-OCT-63 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY MEDIUM SAND Formation Top Depth: 0 Formation End Depth: 35 Formation End Depth UOM: Formation ID: Layer: 2 YELLOW CLAY STES Formation Top Depth: 35 Formation End Depth: 80 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE 132

171 Distance Formation Top Depth: 80 Formation End Depth: 144 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 86 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 144 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 60 Final Level Aer Pumping: 65 Recommended Pump Depth: 70 Pumping Rate: 12 Flowing Rate: Recommended Pump Rate: 12 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth:

172 Distance Water Found Depth UOM: 48 m b 1 of 1 SE/ lot 30 con 3 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 82 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 22-NOV-80 Remarks: Zone: 17 East 83: North 83: UTMRC: 3 UTMRC Description: margin of error : m Location Method: gps Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BROWN CLAY STES Formation Top Depth: 0 Formation End Depth: 20 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY STES SAND Formation Top Depth: 20 Formation End Depth: 82 Formation End Depth UOM: 134

173 Distance Formation ID: Layer: 3 LIMESTE Formation Top Depth: 82 Formation End Depth: 96 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 86 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 96 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 60 Final Level Aer Pumping: 65 Recommended Pump Depth: 85 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: 1 Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery 135

174 Distance Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 65 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 90 Water Found Depth UOM: 49 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 69 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 19-NOV-58 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY STES 136

175 Distance HARDPAN Formation Top Depth: 0 Formation End Depth: 69 Formation End Depth UOM: Formation ID: Layer: 2 LIMESTE Formation Top Depth: 69 Formation End Depth: 135 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 69 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 135 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 33 Final Level Aer Pumping: 40 Recommended Pump Depth: Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 3 137

176 Distance Pumping Duration MIN: 30 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 135 Water Found Depth UOM: 50 m b 1 of 5 ESE/ FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY L0N 1G0 dd-fst bb p y FST Instance Number: Cont Name: Instance Type: FS Liquid Fuel Tank Fuel Type: Gasoline Status: Active Capacity: 4500 Tank Material: Steel Corrosion Protection: Impressed Current Tank Type: Single Wall UST Install Year: 1981 Parent Facility Type: Fuels Safety Private Fuel Outlet - Self Serve Facility Type: FS Liquid Fuel Tank 50 m b 2 of 5 ESE/ FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY dd-fsth bb p y FSTH License Issue Date: 6/4/1990 Tank Status: Licensed Tank Status As Of: August 2007 Operation Type: Private Fuel Outlet Facility Type: Gasoline Station - Self Serve --Details-- Status: Active Year of Installation: 1981 Corrosion Protection: Capacity: 4500 Tank Fuel Type: Liquid Fuel Single Wall UST - Gasoline 50 m b 3 of 5 ESE/ FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY dd-fsth bb p y FSTH License Issue Date: 6/4/1990 Tank Status: Licensed Tank Status As Of: December 2008 Operation Type: Private Fuel Outlet Facility Type: Gasoline Station - Self Serve 138

177 Distance --Details-- Status: Active Year of Installation: 1981 Corrosion Protection: Capacity: 4500 Tank Fuel Type: Liquid Fuel Single Wall UST - Gasoline 50 m b 4 of 5 ESE/ FLANAGAN TREE SERVICE GRAND VALLEY L0N 1G0 dd-pes bb p y PES Detail Licence No.: Licence Type: Operator 50 m b 5 of 5 ESE/ FLANAGAN TREE SERVICE FLANAGAN TREE SERVICE 14 WEBB ST GRAND VALLEY dd-prt bb p y PRT Location ID: 5484 Type: private Expiry Date: Capacity (L): Licence #: m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 18 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 09-JAN-51 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: 139

178 Distance Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: HARDPAN Formation Top Depth: 0 Formation End Depth: 18 Formation End Depth UOM: Formation ID: Layer: 2 BLUE ROCK Formation Top Depth: 18 Formation End Depth: 60 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 60 Formation End Depth: 65 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 20 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: 140

179 Distance Depth To: 65 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: Final Level Aer Pumping: Recommended Pump Depth: Pumping Rate: Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: Water State Aer Test: Pumping Test Method: Pumping Duration HR: Pumping Duration MIN: Flowing: Y Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 62 Water Found Depth UOM: 52 m b 1 of 1 SSE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: o Code OB Description: Overburden Open Hole: Date Completed: 06-OCT-78 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: 141

180 Distance Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: BLACK TOPSOIL Formation Top Depth: 0 Formation End Depth: 2 Formation End Depth UOM: Formation ID: Layer: 2 BROWN CLAY Formation Top Depth: 2 Formation End Depth: 18 Formation End Depth UOM: Formation ID: Layer: 3 GREY CLAY STES Formation Top Depth: 18 Formation End Depth: 44 Formation End Depth UOM: Formation ID: Layer: 4 BLUE-GREY STES HARD Formation Top Depth: 44 Formation End Depth: 92 Formation End Depth UOM: Formation ID: Layer: 5 GREY STES LIGHT-COLOURED HARD Formation Top Depth: 92 Formation End Depth: 180 Formation End Depth UOM: Formation ID: Layer: 6 GREY STES LIGHT-COLOURED 142

181 Distance Formation Top Depth: 180 Formation End Depth: 210 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 59 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 210 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 31 Final Level Aer Pumping: 42 Recommended Pump Depth: 60 Pumping Rate: 10 Flowing Rate: Recommended Pump Rate: 10 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 30 Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 15 Test Level:

182 Distance Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 30 Test Level: 31 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 45 Test Level: 31 Test Level UOM: Pump Test Detail ID: Pump Test ID: Test Type: Recovery Test Duration: 60 Test Level: 31 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 180 Water Found Depth UOM: 53 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 108 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 08-MAY-63 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: 144

183 Distance Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY STES Formation Top Depth: 0 Formation End Depth: 25 Formation End Depth UOM: Formation ID: Layer: 2 GRAVEL BOULDERS Formation Top Depth: 25 Formation End Depth: 40 Formation End Depth UOM: Formation ID: Layer: 3 HARDPAN STES Formation Top Depth: 40 Formation End Depth: 70 Formation End Depth UOM: Formation ID: Layer: 4 CLAY Formation Top Depth: 70 Formation End Depth: 78 Formation End Depth UOM: Formation ID: Layer: 5 BROWN STES Formation Top Depth: 78 Formation End Depth: 108 Formation End Depth UOM: Formation ID: Layer: 6 BLUE ROCK 145

184 Distance Formation Top Depth: 108 Formation End Depth: 168 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 78 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 168 Casing Diameter: 5 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 48 Final Level Aer Pumping: 80 Recommended Pump Depth: 80 Pumping Rate: 15 Flowing Rate: Recommended Pump Rate: 15 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 4 Pumping Duration MIN: 0 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth:

185 Distance Water Found Depth UOM: 54 m b 1 of 1 S/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 50 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 18-OCT-66 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY STES Formation Top Depth: 0 Formation End Depth: 50 Formation End Depth UOM: Formation ID: Layer: 2 GREY LIMESTE Formation Top Depth: 50 Formation End Depth: 97 Formation End Depth UOM: 147

186 Distance Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 55 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 97 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 26 Final Level Aer Pumping: 40 Recommended Pump Depth: 40 Pumping Rate: 7 Flowing Rate: Recommended Pump Rate: 7 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: 2 Pumping Duration MIN: 30 Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 97 Water Found Depth UOM: 148

187 Distance 55 m b 1 of 1 SE/ dd-wwis bb p y WWIS Well ID: Lot: Construction Date:: Concession: Primary Water Use:: Domestic Concession Name: Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: GRAND VALLEY VILLAGE UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 80 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 09-MAR-54 Remarks: Zone: 17 East 83: North 83: UTMRC: 9 UTMRC Description: unknown UTM Location Method: p9 Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY Formation Top Depth: 0 Formation End Depth: 22 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY GRAVEL Formation Top Depth: 22 Formation End Depth: 47 Formation End Depth UOM: Formation ID: Layer: 3 GRAVEL 149

188 Distance Formation Top Depth: 47 Formation End Depth: 60 Formation End Depth UOM: Formation ID: Layer: 4 GREY CLAY GRAVEL MEDIUM SAND Formation Top Depth: 60 Formation End Depth: 80 Formation End Depth UOM: Formation ID: Layer: 5 ROCK SHALE Formation Top Depth: 80 Formation End Depth: 96 Formation End Depth UOM: Formation ID: Layer: 6 ROCK LIMESTE Formation Top Depth: 96 Formation End Depth: 236 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 1 Method Construction: Cable Tool Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To: 100 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To:

189 Distance Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 46 Final Level Aer Pumping: 55 Recommended Pump Depth: Pumping Rate: 12 Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 1 Pumping Duration HR: Pumping Duration MIN: Flowing: N Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 236 Water Found Depth UOM: 56 m b 1 of 1 S/ lot 30 con 2 dd-wwis bb p y WWIS Well ID: Lot: 030 Construction Date:: Concession: 02 Primary Water Use:: Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Abandoned-Other Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: Code OB: Code OB Description: Open Hole: Date Completed: 12-JUL-12 Remarks: Zone: 17 East 83: North 83: UTMRC: 4 UTMRC Description: margin of error : 30 m m Location Method: wwr Org CS: UTM83 : Elevrc: Elevrc Description: 151

190 Distance Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: Layer: Formation Top Depth: Formation End Depth: Formation End Depth UOM: Annular Space/Abandonment Sealing Record Plug ID: Plug From: 0 Plug To: 5 Plug Depth UOM: Plug ID: Layer: 2 Plug From: 5 Plug To: 130 Plug Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: Method Construction: Other Method Construction: Pipe Information Pipe ID: Casing Number: 0 Comment: Alt Name: Construction Record - Casing Casing ID: Layer: Open Hole or Material: Depth From: Depth To: Casing Diameter: Casing Diameter UOM: inch Casing Depth UOM: Construction Record - Screen Screen ID: Layer: 152

191 Distance Slot: Screen Top Depth: Screen End Depth: Screen Material: Screen Depth UOM: Screen Diameter UOM: inch Screen Diameter: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 40 Final Level Aer Pumping: Recommended Pump Depth: Pumping Rate: Flowing Rate: Recommended Pump Rate: Levels UOM: Rate UOM: GPM Water State Aer Test Code: 0 Water State Aer Test: Pumping Test Method: 0 Pumping Duration HR: Pumping Duration MIN: Flowing: N Hole Diameter Hole ID: Diameter: 37 Depth From: 5 Depth To: 130 Hole Depth UOM: Hole Diameter UOM: inch 57 m b 1 of 1 ESE/ lot 31 con 3 dd-wwis bb p y WWIS Well ID: Lot: 031 Construction Date:: Concession: 03 Primary Water Use:: Domestic Concession Name: C Sec. Water Use:: Easting NAD83:: Final Well Status:: Water Supply Northing NAD83:: Specific Capacity:: Zone:: Municipality: EAST LUTHER TOWNSHIP UTM Reliability:: County: DUFFERIN Bore Hole Information Bore Hole ID: DP2BR: 86 Code OB: r Code OB Description: Bedrock Open Hole: Date Completed: 26-AUG-77 Remarks: Zone: 17 East 83: North 83: UTMRC: 5 UTMRC Description: margin of error : 100 m m Location Method: p5 153

192 Distance Org CS: : Elevrc: Elevrc Description: Location Source Date: Source Revision Comment: Improvement Location Source: Improvement Location Method: Supplier Comment: Spatial Status: Overburden and Bedrock Materials Interval Formation ID: CLAY BOULDERS Formation Top Depth: 0 Formation End Depth: 60 Formation End Depth UOM: Formation ID: Layer: 2 GREY CLAY STES Formation Top Depth: 60 Formation End Depth: 86 Formation End Depth UOM: Formation ID: Layer: 3 GREY LIMESTE Formation Top Depth: 86 Formation End Depth: 140 Formation End Depth UOM: Method of Construction & Well Use Method Construction ID: Method Construction Code: 2 Method Construction: Rotary (Convent.) Other Method Construction: Pipe Information Pipe ID: Casing Number: 1 Comment: Alt Name: Construction Record - Casing Casing ID: Open Hole or Material: STEEL Depth From: Depth To:

193 Distance Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Casing ID: Layer: 2 Open Hole or Material: OPEN HOLE Depth From: Depth To: 140 Casing Diameter: 4 Casing Diameter UOM: inch Casing Depth UOM: Well Yield Testing Pump Test ID: Pump Set At: Static Level: 66 Final Level Aer Pumping: 70 Recommended Pump Depth: 85 Pumping Rate: 9 Flowing Rate: Recommended Pump Rate: 9 Levels UOM: Rate UOM: GPM Water State Aer Test Code: 1 Water State Aer Test: CLEAR Pumping Test Method: 2 Pumping Duration HR: Pumping Duration MIN: Flowing: N Draw Down & Recovery Pump Test Detail ID: Pump Test ID: Test Type: Draw Down Test Duration: 60 Test Level: 70 Test Level UOM: Water Details Water ID: Kind Code: 1 Kind: FRESH Water Found Depth: 135 Water Found Depth UOM: 155

194 h-unplottable Summary Total: 6 Unplottable sites Company Name/ Name Address City Postal CA uu-ca aa EAST LUTHER GRAND VALLEY TOWNSHIP AMARANTH ST.E., GRAND VALLEY EAST LUTHER TWP. CA uu-ca aa GRAND VALLEY VILLAGE WEBB STREET GRAND VALLEY VILL. CFOT uu-cfot aa GORD SECORD HWY# 25, NORTH OF HILLSBURG, RR4 GRAND VALLEY L0N 1G0 GEN uu-gen aa Hydro One Networks Inc. Grand Valley Distribution Station 34 Emma Street Grand Valley GEN uu-gen aa Hydro One Networks Inc. Grand Valley Distribution Station 34 Emma Street Grand Valley L9W 5L8 SCT uu-sct aa Amaranth Aggregates Ltd. Duffin Rd 25 RR 2 Grand Valley L0N 1G0 156

195 h-unplottable Report Report : EAST LUTHER GRAND VALLEY TOWNSHIP AMARANTH ST.E., GRAND VALLEY EAST LUTHER TWP. Database: uu-ca bb CA Certificate #: Application Year: 95 Issue Date: 1/3/96 Approval Type: Municipal sewage Status: Approved Application Type: Client Name:: Client Address:: Client City:: Client Postal Code:: Project Description:: Contaminants:: Emission Control:: : GRAND VALLEY VILLAGE WEBB STREET GRAND VALLEY VILL. Database: uu-ca bb CA Certificate #: Application Year: 86 Issue Date: 8/7/1986 Approval Type: Municipal sewage Status: Approved Application Type: Client Name:: Client Address:: Client City:: Client Postal Code:: Project Description:: Contaminants:: Emission Control:: : GORD SECORD HWY# 25, NORTH OF HILLSBURG, RR4 GRAND VALLEY L0N 1G0 Database: uu-cfot bb Registration No.: Licence No.: Tank Size: 2273 Instance Number: Facility Type: FS Fuel Oil Tank Status Name: Active Corrosion Protection: Fuel Type: Fuel Oil Year Installed: 1980 Tank Material: Steel Distributor: Contact Name: Contact Address: Contact Address2: Contact City: Comments: 157

196 : Hydro One Networks Inc. Grand Valley Distribution Station 34 Emma Street Grand Valley Database: uu-gen bb GEN PO Box Num: Status: Country: Generator #: Approval Yrs:: As of May 2015 SIC Code: SIC Description: --Details-- Waste Code: 146 Other specified inorganic sludges, slurries or solids : Hydro One Networks Inc. Grand Valley Distribution Station 34 Emma Street Grand Valley L9W 5L8 Database: uu-gen bb GEN PO Box Num: Status: Registered Country: Canada Generator #: Approval Yrs:: As of Sep 2016 SIC Code: SIC Description: --Details-- Waste Code: 146 L Other specified inorganic sludges, slurries or solids : Amaranth Aggregates Ltd. Duffin Rd 25 RR 2 Grand Valley L0N 1G0 Database: uu-sct bb SCT Established: 1989 Plant Size (²): Employment: 6 --Details-- Description: Sand and Gravel Mining and Quarrying SIC/NAICS Code:

197 h-appendix: Database Descriptions Environmental Risk Information Services (ERIS) 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 ERIS at the time of update. Note: Databases denoted with " * " indicates that the database will no longer be updated. See the individual database description for more information. Abandoned Aggregate Inventory: Provincial rr-aagr-bb AAGR The MAAP Program maintains a database of 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.* Government Publication Date: Sept 2002* Aggregate Inventory: Provincial rr-agr-bb AGR The Ontario Ministry of Natural Resources maintains a database of all active pits and quarries. The database provides information regarding the registered owner/operator, location name, operation type, approval type, and maximum annual tonnage. Government Publication Date: Up to Sep 2016 rr-amis-bb Abandoned Mine Information System: Provincial 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. Government Publication Date: 1800-Oct 2014 rr-andr-bb Anderson's Waste Disposal s: Private 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 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 authoritative. The information was collected for research purposes only. Government Publication Date: 1860s-Present Automobile Wrecking & Supplies: Private rr-auwr-bb AUWR This database provides an inventory of 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. Government Publication Date: Oct 31, 2016 rr-bore-bb Borehole: Provincial BORE A borehole is the generalized term for any narrow sha 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. Government Publication Date: 1875-Jul 2014 rr-ca-bb Certificates of Approval: Provincial CA This database contains the following types of approvals: Air & Noise, Industrial Sewage, Municipal & Private Sewage, Waste Management Systems and Renewable Energy Approvals. The MOE in Ontario states that any facility that releases emissions to the atmosphere, discharges contaminants to ground or surface water, provides potable water supplies, or stores, transports or disposes of waste, must have a Certificate of Approval before it can operate lawfully. Fields include approval number, business name, address, approval date, approval type and status. This database will no longer be updated, as CofA's have been replaced by either Environmental Activity and Sector Registry (EASR) or Environmental Compliance Approval (ECA). Please refer to those individual databases for any information aer Oct.31, Government Publication Date: 1985-Oct 30, 2011* 159

198 Commercial Fuel Oil Tanks: Provincial rr-cfot-bb 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. Government Publication Date: Oct 31, 2016 Chemical Register: Private rr-chem-bb 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.). Government Publication Date: Oct 31, 2016 Compressed Natural Gas Stations: Private rr-cng-bb CNG Canada has a network of public access compressed natural gas (CNG) refuelling stations. These stations dispense natural gas in compressed form at 3,000 pounds per square inch (psi), the pressure which is allowed within the current Canadian codes and standards. The majority of natural gas refuelling is located at existing retail gasoline that have a separate refuelling island for natural gas. This list of stations is made available by the Canadian Natural Gas Vehicle Alliance. Government Publication Date: Dec 31, 2012 Inventory of Coal Gasification Plants and Coal Tar s: Provincial rr-coal-bb COAL This inventory includes both the "Inventory of Coal Gasification Plant Waste s in Ontario-April 1987" and the Inventory of Industrial s Producing or Using Coal Tar and Related Tars in Ontario-November 1988) collected by the MOE. 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, land use, information on adjoining properties, soil condition, site operators/occupants, site description, potential environmental impacts and historic maps available. This was a one-time inventory.* Government Publication Date: Apr 1987 and Nov 1988* Compliance and Convictions: Provincial rr-cv-bb CV This database summarizes the fines and convictions handed down by the Ontario courts beginning in Companies and individuals named here have been found guilty of environmental offenses in Ontario courts of law. Government Publication Date: 1989-Jan 2017 Certificates of Property Use: Provincial rr-cpu-bb CPU This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all CPU's on the registry such as (EPA s ) - Certificate of Property Use. Government Publication Date: 1994-Jan 2017 rr-drl-bb Drill Hole Database: Provincial 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". Government Publication Date: 1886-Aug 2015 Environmental Activity and Sector Registry: Provincial rr-easr-bb EASR On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. The EASR allows businesses to register certain activities with the ministry, rather than apply for an approval. The registry is available for common systems and processes, to which preset rules of operation can be applied. The EASR is currently available for: heating systems, standby power systems and automotive refinishing. Businesses whose activities aren't subject to the EASR may apply for an ECA (Environmental Compliance Approval), Please see our ECA database. Government Publication Date: Oct 2011-Nov 2016 rr-ebr-bb Environmental Registry: Provincial 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, license, or certificate of approval to release substances into the air or water; these are notified on the registry. Data includes: Approval for discharge into the natural environment other than water (i.e. Air) - EPA s. 9, Approval for sewage works - OWRA s. 53(1), and EPA s Approval for a waste disposal site. For information regarding Permit to Take Water (PTTW), Certificate of Property Use (CPU) and (ORD) Orders please refer to those individual databases. Government Publication Date: 1994-Jan

199 rr-eca-bb Environmental Compliance Approval: Provincial ECA On October 31, 2011, a smarter, faster environmental approvals system came into effect in Ontario. In the past, a business had to apply for multiple approvals (known as certificates of approval) for individual processes and pieces of equipment. Today, a business either registers itself, or applies for a single approval, depending on the types of activities it conducts. Businesses whose activities aren't subject to the EASR may apply for an ECA. A single ECA addresses all of a business's emissions, discharges and wastes. Separate approvals for air, noise and waste are no longer required. This database will also include Renewable Energy Approvals. For certificates of approval prior to Nov 1st, 2011, please refer to the CA database. For all Waste Disposal s please refer to the WDS database. Government Publication Date: Oct 2011-Nov 2016 Environmental Effects Monitoring: Federal rr-eem-bb 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. Government Publication Date: * ERIS Historical Searches: Private rr-ehs-bb EHS ERIS has compiled a database of all environmental risk reports completed since March 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. Government Publication Date: 1999-Aug 2016 Environmental Issues Inventory System: Federal rr-eiis-bb 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, Assessment), and date investigation completed. Government Publication Date: * rr-emhe-bb Emergency Management Historical Event: Provincial EMHE The Emergency Management Historical Event data class will store the locations of historical occurrences of emergency events. Events captured will include those assigned to the Ministry of Natural Resources by Order-In-Council (OIC) under the Emergency Management and Civil Protection Act as well as events where MNR provided requested emergency response assistance. Many of these events will have involved community evacuations, significant structural loss, and/or involvement of MNR emergency response staff. These events fall into one of ten (10) type categories: Dam Failure; Drought / Low Water; Erosion; Flood; Forest Fire; Soil and Bedrock Instability; Petroleum Resource Center Event, EMO Requested Assistance, Continuity of Operations Event, Other Requested Assistance. Government Publication Date: May 31, 2014 List of TSSA Expired Facilities: Provincial rr-exp-bb EXP This is a list of all expired facilities that fall under the TSSA (TSSA Act & Safety Regulations), including the six regulations that exist under the Fuels Safety Division. It will include facilities such as private fuel outlets, bulk plants, fuel oil tanks, gasoline stations, marinas, propane filling stations, liquid fuel tanks, piping systems, etc. These tanks have been removed and automatically fall under the expired facilities inventory held by TSSA. Government Publication Date: Oct 31, 2016 Federal Convictions: Federal rr-fc-bb FC 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. Government Publication Date: 1988-Jun 2007* rr-fcs-bb Contaminated s on Federal Land: Federal FCS The Federal Contaminated s Inventory includes information on known federal contaminated sites under the custodianship of departments, agencies and consolidated Crown corporations as well as those that are being or have been investigated to determine whether they have contamination arising from past use that could pose a risk to human health or the environment. The inventory also includes non-federal contaminated sites for which the Government of Canada has accepted some or all financial responsibility. It does not include sites where contamination has been caused by, and which are under the control of, enterprise Crown corporations, private individuals, firms or other levels of government. Government Publication Date: June 2000-Aug 2016 Fisheries & Oceans Fuel Tanks: Federal rr-foft-bb FOFT Fisheries & Oceans Canada maintains an inventory of 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. Government Publication Date: 1964-Sept

200 Fuel Storage Tank: Provincial rr-fst-bb 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. Government Publication Date: Oct 31, 2016 Fuel Storage Tank - Historic: Provincial rr-fsth-bb FSTH The Fuels Safety Branch of the Ontario Ministry of Consumer and Commercial Relations maintained a database of all registered private fuel storage tanks. Public records of private fuel storage tanks are only available since the registration became effective in September This information is now collected by the Technical Standards and Safety Authority. Government Publication Date: Pre-Jan 2010* rr-gen-bb Ontario Regulation 347 Waste Generators Summary: Provincial 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. Government Publication Date: 1986-Sep 2016 Greenhouse Gas Emissions from Large Facilities: Federal rr-ghg-bb GHG List of greenhouse gas emissions from large facilities made available by Environment Canada. Greenhouse gas emissions in kilotonnes of carbon dioxide equivalents (kt CO2 eq). Government Publication Date: Dec 2014 rr-hinc-bb TSSA Historic Incidents: Provincial HINC This database will cover all incidences recorded by TSSA with their older system, before they moved to their new management system. TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. The TSSA works to protect the public, the environment and property from fuel-related hazards such as spills, fires and explosions. This database will include spills and leaks from pipelines, diesel, fuel oil, gasoline, natural gas, propane and hydrogen recorded by the TSSA. Government Publication Date: 2006-June 2009* Indian & Northern Affairs Fuel Tanks: Federal rr-iaft-bb IAFT The Department of Indian & Northern Affairs Canada (INAC) maintains an inventory of 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. Government Publication Date: 1950-Aug 2003* rr-inc-bb TSSA Incidents: Provincial INC TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. Includes incidents from fuel-related hazards such as spills, fires and explosions. This database will include spills and leaks from diesel, fuel oil, gasoline, natural gas, propane and hydrogen recorded by the TSSA. Government Publication Date: Oct 31, 2016 rr-limo-bb Landfill Inventory Management Ontario: Provincial LIMO The Landfill Inventory Management Ontario (LIMO) database is updated every year, as the ministry compiles new and updated information. The inventory will include small and large landfills. Additionally, each year the ministry will request operators of the larger landfills complete a landfill data collection form that will be used to update LIMO and will include the following information from the previous operating year. This will include additional information such as estimated amount of total waste received, landfill capacity, estimated total remaining landfill capacity, fill rates, engineering designs, reporting and monitoring details, size of location, service area, approved waste types, leachate of site treatment, contaminant attenuation zone and more. The small landfills will include information such as site owner, site location and certificate of approval # and status. Government Publication Date: Dec 31,

201 Canadian Mine Locations: Private rr-mine-bb 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. Government Publication Date: * rr-mnr-bb Mineral Occurrences: Provincial 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 plan metric (X and Y) coordinates of that point with the coordinates of the same point as defined from a source of higher accuracy. Government Publication Date: 1846-Feb 2016 National Analysis of Trends in Emergencies System (NATES): Federal rr-nate-bb 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 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. Government Publication Date: * Non-Compliance Reports: Provincial rr-ncpl-bb 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. Government Publication Date: Dec 31, 2014 National Defense & Canadian Forces Fuel Tanks: Federal rr-ndft-bb NDFT The Department of National Defense 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 This database will no longer be updated due to the new National Security protocols which have prohibited any release of this database. Government Publication Date: Up to May 2001* National Defense & Canadian Forces Spills: Federal rr-ndsp-bb NDSP The Department of National Defense 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 ". 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. Government Publication Date: Mar 1999-Aug 2010 National Defence & Canadian Forces Waste Disposal s: Federal rr-ndwd-bb 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. Government Publication Date: 2001-Apr 2007* National Energy Board Wells: Federal rr-nebw-bb NEBW The NEBW database contains information on onshore & offshore oil and gas wells that are outside provincial jurisdiction(s) and are thereby regulated by the National Energy Board. Data is provided regarding the operator, well name, well ID No./UWI, status, classification, well depth, spud and release date. Government Publication Date: 1920-Feb 2003* 163

202 rr-nees-bb National Environmental Emergencies System (NEES): Federal 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 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 Government Publication Date: * rr-npcb-bb National PCB Inventory: Federal NPCB Environment Canada's National PCB inventory includes information on in-use PCB containing equipment in Canada including federal, provincial and private facilities. Federal out-of-service PCB containing equipment and 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. Some addresses provided may be Head Office addresses and are not necessarily the location of where the waste is being used or stored. Government Publication Date: * National Pollutant Release Inventory: Federal rr-npri-bb 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. Government Publication Date: Oil and Gas Wells: Private rr-ogw-bb 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 Nickle's database is updated on a daily basis, however, this database is updated on a monthly basis. More information is available at Government Publication Date: 1988-Jun 2016 Ontario Oil and Gas Wells: Provincial rr-oogw-bb 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, and well cap date, license 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. Government Publication Date: 1800-Oct 2016 Inventory of PCB Storage s: Provincial rr-opcb-bb 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. Government Publication Date: 1987-Oct 2004; 2012-Dec 2013 Orders: Provincial rr-ord-bb ORD This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all Orders on the registry such as (EPA s. 17) - Order for remedial work, (EPA s. 18) - Order for preventative measures, (EPA s. 43) - Order for removal of waste and restoration of site, (EPA s. 44) - Order for conformity with Act for waste disposal sites, (EPA s. 136) - Order for performance of environmental measures. Government Publication Date: 1994-Jan 2017 Canadian Pulp and Paper: Private rr-pap-bb 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. Government Publication Date: 1999, 2002, 2004, 2005, 2009 Parks Canada Fuel Storage Tanks: Federal rr-pcft-bb PCFT Canadian Heritage maintains an inventory of known fuel storage tanks operated by Parks Canada, in both National Parks and at National Historic s. The database details information on site name, location, tank install/removal date, capacity, fuel type, facility type, tank design and owner/operator. Government Publication Date: 1920-Jan 2005* 164

203 Pesticide Register: Provincial rr-pes-bb PES The Ontario Ministry of the Environment and Climate Change maintains a database of licensed operators and vendors of registered pesticides. Government Publication Date: 1988-Oct 2016 TSSA Pipeline Incidents: Provincial rr-pinc-bb PINC TSSA's Fuels Safety Program administers the Technical Standards & Safety Act 2000, providing fuel-related safety services associated with the safe transportation, storage, handling and use of fuels such as gasoline, diesel, propane, natural gas and hydrogen. Under this Act, TSSA regulates fuel suppliers, storage facilities, transport trucks, pipelines, contractors and equipment or appliances that use fuels. This database will include spills, strike and leaks from recorded by the TSSA. Government Publication Date: Oct 31, 2016 Private and Retail Fuel Storage Tanks: Provincial rr-prt-bb 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). Government Publication Date: * Permit to Take Water: Provincial rr-pttw-bb PTTW This is a subset taken from Ontario's Environmental Registry (EBR) database. It will include all PTTW's on the registry such as OWRA s Permit to take water. Government Publication Date: 1994-Jan 2017 rr-rec-bb Ontario Regulation 347 Waste Receivers Summary: Provincial 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. Government Publication Date: rr-rsc-bb Record of Condition: Provincial RSC The Record of Condition (RSC) is part of the Ministry of the Environment's Brownfields Environmental 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 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 Condition Regulation (O. Reg. 153/04) details requirements related to site assessment and clean up. RSCs filed aer July 1, 2011 will also be included as part of the new (O.Reg. 511/09). Government Publication Date: 1997-Sept 2001, Oct 2004-Dec 2016 Retail Fuel Storage Tanks: Private rr-rst-bb 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. Government Publication Date: Oct 31, 2016 Scott's Manufacturing Directory: Private rr-sct-bb SCT Scott's Directories is a data bank containing information on over 200,000 manufacturers across Canada. Even though Scott's listings are voluntary, it is the most comprehensive database of Canadian manufacturers available. Information concerning a company's address, plant size, and main products are included in this database. Government Publication Date: 1992-Mar 2011* Ontario Spills: Provincial rr-spl-bb 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 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. Government Publication Date: 1988-Dec

204 Wastewater Discharger Registration Database: Provincial rr-srds-bb 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). Government Publication Date: rr-tank-bb Anderson's Storage Tanks: Private 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. Government Publication Date: * Transport Canada Fuel Storage Tanks: Federal rr-tcft-bb TCFT List of fuel storage tanks currently or previously owned or operated by Transport Canada. This inventory also includes tanks on The Pickering Lands, which refers to 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, and falls under the Management Policy of Transport Canada, but is administered by Public Works and Government Services Canada. This inventory provides information on the site name, location, tank age, capacity and fuel type. Government Publication Date: 1970-Jan 2015 TSSA Variances for Abandonment of Underground Storage Tanks: Provincial rr-var-bb VAR The TSSA, under the Liquid Fuels Handling Code and the Fuel Oil Code, all underground storage tanks must be removed within two years of disuse. If removal of a tank is not feasible, you may apply to seek a variance from this code requirement. This is a list of all variances granted for abandoned tanks. Government Publication Date: Oct 31, 2016 rr-wds-bb Waste Disposal s - MOE CA Inventory: Provincial 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. All new Environmental Compliance Approvals handed out aer Oct 31, 2011 for Waste Disposal s will still be found in this database. Government Publication Date: 1970-Nov 2016 rr-wdsh-bb Waste Disposal s - MOE 1991 Historical Approval Inventory: Provincial WDSH In June 1991, the Ontario Ministry of Environment, Waste Management Branch, published the "June 1991 Waste Disposal Inventory", of all known active and closed waste disposal sites as of October 30st, 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. Government Publication Date: Up to Oct 1990* Water Well Information System: Provincial rr-wwis-bb 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. Government Publication Date: Jun 30,

205 h-definitions Database Descriptions: This section provides a detailed explanation for each database including: source, information available, time coverage, and acronyms used. They are listed in alphabetic order. Detail Report: This is the section of the report which provides the most detail for each individual record. are summarized by location, starting with the project property followed by records in closest proximity. Distance: The distance value is the distance between plotted points, not necessarily the distance between the sites' boundaries. All values are an approximation. Direction: The direction value is the compass direction of the site in respect to the project property and/or center point of the report. : The elevation value is taken from the location at which the records for the site address have been plotted. All values are an approximation. Source: Google API. Executive Summary: This portion of the report is divided into 3 sections: 'Report Summary'- Displays a chart indicating how many records fall on the project property and, within the report search radii. ' Report Summary'-Project Property'- This section lists all the records which fall on the project property. For more details, see the 'Detail Report' section. ' Report Summary-Surrounding Properties'- This section summarizes all records on adjacent properties, listing them in order of proximity from the project property. For more details, see the 'Detail Report' section. Map Key: The map key number is assigned according to closest proximity from the project property. Map Key numbers always start at #1. The project property will always have a map key of '1' if records are available. If there is a number in brackets beside the main number, this will indicate the number of records on that specific property. If there is no number in brackets, there is only one record for that property. The symbol and colour used indicates 'elevation': the red inverted triangle will dictate 'ERIS s with Lower ', the yellow triangle will dictate 'ERIS s with Higher ' and the orange square will dictate 'ERIS s with Same.' Unplottables: These are records that could not be mapped due to various reasons, including limited geographic information. These records may or may not be in your study area, and are included as reference. 167

206 Appendix C REGULATORY INQUIRIES

207 Ministry of Environment and Energy Freedom of Information Request This form is for requesting documents which are in the Ministry's files on environmental concerns related to properties. Please refer to the guide on the completion and use of this form. Our fax no. is (416) Requester Data Name, Title, Company Name and Mailing Address of Requester Nicole Collins WSP Canada Inc. 14 Ronell Cres, Unit 1 Collingwood, L9Y 4J7 For Ministry Use Only FOI Request No. Date Request Received Fee Paid $ ACCT CHQ VISA/MC CASH Address: Nicole.collins@wspgroup.com Telephone/Fax Nos. Your Project/Reference Signature of Requester No. Tel Fax Request Parameters Municipal Address / Lot, Concession, Geographic Township (Municipal address essential for cities, towns or regions) PART 1, PLAN 7R-6281, PART OF LOT 30, CCESSI 3, GEOGRAPHIC TOWNSHIP OF EAST LUTHER, TOWN OF GRAND VALLEY, COUNTY OF DUFFERIN Present Property Owner(s) and Date(s) of Ownership Brentwood Building Group Limited (since May 2013) Previous Property Owner(s) and Date(s) of Ownership Mary Patricia Ward, Gallagher Ward Present/Previous Tenant(s),(if applicable) Agricultural Search Parameters Files older than 2 years may require $60.00 retrieval cost. There is no guarantee that records responsive to your request will be located. Environmental concerns (General correspondence, occurrence reports, abatement) Orders Spills Investigations/prosecutions Owner and tenant information must be provided Waste Generator number/classes Specify Year(s) Requested all years all years all years all years all years Certificates of Approval Proponent information must be provided 1987 and prior records are searched manually. Search fees in excess of $ could be incurred, depending on the types and years to be searched. Specify Certificates of Approval number (s) (if known). If supporting documents are also required, mark SD box and specify type e.g. maps, plans, reports, etc. SD Specify Year(s) Requested air - emissions x all years water - mains, treatment, ground level, standpipes & elevated storage, pumping stations (local & booster) x all years sewage - sanitary, storm, treatment, stormwater, leachate & leachate treatment & sewage pump stations x all years waste water - industrial discharge x all years waste sites - disposal, landfill sites, transfer stations, processing sites, incinerator sites x all years waste systems - haulers: sewage, non-hazardous & hazardous waste, mobile waste processing x all years units, PCB destruction pesticides - licenses x all years A $5.00 non-refundable application fee, payable to the Minister of Finance, is mandatory. The cost of locating on-site and/or preparing any record is $30.00/hour and 20 cents/page for photocopying and you will be contacted for approval for fees in excess of $ (02/00) Page 1 of 1

208 Appendix D AERIAL PHOTOGRAPHS

209 Approximate Location of Phase One Property 1880 The Canadian County Atlas Digital Project COUNTY ATLAS: Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:45,400 Date: April 2017 Project: PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-1

210 Approximate Location of Phase One Property National Archives 14 Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:14,600 Date: April 2017 Project: AERIAL PHOTOGRAPH: 1930 PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-2

211 Approximate Location of Phase One Property National Archives 14 Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:8,700 Date: April 2017 Project: AERIAL PHOTOGRAPH: 1969 PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-3

212 Approximate Location of Phase One Property National Archives AERIAL PHOTOGRAPH: Ronell Crescent Scale: 1:7,300 Date: April 2017 PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared By: NC Reviewed By: VT Collingwood, L9Y 4J7 T: F: Project: Prepared For: Brentwood Building Group Limited Drawing No. D-4

213 Approximate Location of Phase One Property Google Earth SATELLITE IMAGE: Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:5,800 Date: April 2017 Project: PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-5

214 Approximate Location of Phase One Property Google Earth SATELLITE IMAGE: Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:6,200 Date: April 2017 Project: PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-6

215 Approximate Location of Phase One Property Google Earth SATELLITE IMAGE: Ronell Crescent Collingwood, L9Y 4J7 T: F: Scale: 1:6,200 Date: April 2017 Project: PHASE E ENVIRMENTAL SITE ASSESSMENT HOLLENBECK SUBDIVISI, TOWN OF GRAND VALLEY Prepared For: Brentwood Building Group Limited Prepared By: NC Reviewed By: VT Drawing No. D-7

216 Appendix E TOPOGRAPHIC MAP

217 LEGEND SYMBOLS SUBJECT PROPERTY KEYMAP LINETYPES S U R V E Y I N G I N C.

218 Appendix F MOECC WELL RECORDS

219 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) Dec Jan May Sep Dec Sep Jan Dec Sep May USE Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C DEPTH (M) - CLAY BOULDERS LIMESTE HARDPAN BLUE ROCK GREY LIMESTE CLAY GREY CLAY GRAVEL GRAVEL GREY CLAY GRAVEL SAND ROCK SHALE ROCK LIMESTE CLAY GRAVEL HARDPAN LIMESTE CLAY BOULDERS HARDPAN BLUE LIMESTE CLAY BOULDERS GRAVEL LIMESTE CLAY HARDPAN STES LIMESTE CLAY STES HARDPAN LIMESTE CLAY STES BLUE LIMESTE CLAY STES GRAVEL BOULDERS HARDPAN STES CLAY Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited

220 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) Nov Dec Oct Aug Nov Sep USE Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited DEPTH (M) BROWN STES BLUE ROCK CLAY SAND YELLOW CLAY STES GREY LIMESTE CLAY STES GRAVEL CLAY LIMESTE CLAY GRAVEL BLUE LIMESTE CLAY STES BLUE LIMESTE CLAY STES GREY LIMESTE CLAY SAND BLUE LIMESTE GREY LIMESTE BROWN CLAY BOULDERS GREY CLAY STES SAND CLAY GREY CLAY Nov Public GREY LIMESTE Water Supply BROWN LIMESTE GREY LIMESTE WHITE LIMESTE BROWN LIMESTE GREY LIMESTE Dec BROWN CLAY STES - 0.0

221 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) Jul Sep Feb Apr Nov Sep USE Domestic Water Supply Domestic Water Supply Public Water Supply Public Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C DEPTH (M) - GRAVEL CLAY BROWN LIMESTE CLAY GRAVEL BOULDERS 0.0 GREY ROCK BROWN LIMESTE WHITE LIMESTE TOPSOIL BROWN SAND BOULDERS GRAVEL 0.6 BROWN CLAY SAND GRAVEL 5.5 BROWN CLAY GRAVEL BROWN CLAY GRAVEL FINE SAND GREY ROCK BROWN ROCK GREY ROCK CLAY STES GREY LIMESTE BROWN CLAY BROWN GRAVEL CLAY GREY LIMESTE WHITE LIMESTE BROWN CLAY STES GREY CLAY BOULDERS CLAY STES GREY ROCK BROWN CLAY BOULDERS GREY HARDPAN STES Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited

222 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) May Jul Oct Oct USE Domestic Water Supply Domestic Water Supply Municipal Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited DEPTH (M) GREY LIMESTE BROWN CLAY GREY CLAY SHALE STES 3.7 GREY ROCK BOULDERS SAND 17.7 BLUE ROCK BROWN ROCK BROWN CLAY GREY LIMESTE TOPSOIL BROWN CLAY STES BROWN CLAY GRAVEL BROWN CLAY SAND GRAVEL 12.2 BROWN FINE SAND GREY ROCK BROWN ROCK BROWN ROCK BROWN ROCK GREY ROCK GREY ROCK GREY ROCK BROWN TOPSOIL BROWN CLAY STES GREY CLAY STES GREY ROCK BROWN TOPSOIL Oct Domestic BROWN CLAY STES Water Supply GREY CLAY GREY ROCK Feb BROWN CLAY STES - 0.0

223 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) Feb Feb Feb Jan Mar USE Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited DEPTH (M) BROWN GRAVEL GREY CLAY STES GREY LIMESTE HARD BROWN CLAY STES BROWN GRAVEL GREY CLAY STES GREY LIMESTE HARD BROWN CLAY STES BROWN GRAVEL GREY CLAY STES GREY LIMESTE HARD BROWN CLAY STES BROWN GRAVEL GREY CLAY STES GREY LIMESTE HARD CLAY BOULDERS GREY CLAY STES GREY LIMESTE BLACK TOPSOIL BROWN CLAY GREY CLAY STES BLUE-GREY STES HARD GREY STES LIGHT- COLOURED HARD 28.0 GREY STES LIGHT- COLOURED BROWN CLAY STES Domestic Jan Water Supply GREY CLAY STES SAND LIMESTE Jan BROWN CLAY STES - 0.0

224 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) USE Domestic Water Supply Mar Water Supply Apr Feb Dec Mar Sep Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply Domestic Water Supply MATERIAL COLOR MATERIAL A MATERIAL B MATERIAL C DEPTH (M) GREY CLAY HARDPAN STEY GREY LIMESTE BROWN CLAY STES GREY CLAY STES CLAY BOULDERS GREY LIMESTE BROWN LIMESTE BROWN CLAY STES GREY CLAY STES GREY LIMESTE BROWN CLAY STES GRAVEL SAND LOOSE 10.7 GREY CLAY STES GREY LIMESTE BROWN LIMESTE BLACK TOPSOIL BROWN CLAY GREY HARDPAN GRAVEL GREY LIMESTE BROWN CLAY FILL STES 0.0 BROWN TILL GRAVEL GREY TILL GRAVEL GREY LIMESTE BLACK TOPSOIL BROWN CLAY BROWN GRAVEL CLAY STES 4.6 GREY CLAY STES GREY LIMESTE Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited

225 WELL ID DEPTH (M) DATE RECEIVED WATER LEVEL (M) May Dec Oct Apr-15 - USE Public Water Supply MATERIAL COLOR Abandoned Not Used - Domestic Water Supply Monitoring Observation Well MATERIAL A MATERIAL B MATERIAL C DEPTH (M) BROWN CLAY STES GREY HARDPAN STES GREY LIMESTE BROWN LIMESTE PREV. DRILLED BROWN SAND STES FILL 0.0 BROWN CLAY GRAVEL GREY CLAY GRAVEL BROWN SILT CLAY GRAVEL 10.7 GREY LIMESTE CLAY SOFT 23.5 BROWN SILT CLAY LOOSE 0.0 GREY FINE SAND CLAY HARD 2.4 Hollenbeck Subdivision WSP Phase One Environmental Assessment Project No Brentwood Building Group Limited

226 Appendix G SITE PHOTOGRAPHS

227 1. View of the northern portion of the Phase One Property facing west. 2. View of the Phase One Property facing south. 3. View of the northwest side of the Phase One Property facing northwest. 4. View of the entrance from Douglas Street. 5. View of southwest corner of the Phase One Property facing west. 6. View of southwest corner of the Phase One Property facing west. 7. View of garbage (stroller) in the southern portion of the Phase One Property. 8. View of garbage (construction tarps) in the southern portion of the Phase One Property. Phase One Environmental Assessment WSP Hollenbeck Subdivision, Town of Grand Valley, Ontario Project No Brentwood Building Group Limited April 2017

228 9. View of the southern portion of the Phase One Property facing north. 10. View of a groundwater monitoring well on the south portion of the Phase One Property. 11. View of a groundwater monitoring well on the central portion of the Phase One Property. 12. View of a groundwater monitoring well on the north portion of the Phase One Property. 13. View of a northeast adjoining vacant property where church was located. 14. View of a public school located on an east adjoining property. 15. View of a cemetery located in the northeast portion of the Phase One Study Area. 16. View of a northeast adjoining vacant property. Phase One Environmental Assessment WSP Hollenbeck Subdivision, Town of Grand Valley, Ontario Project No Brentwood Building Group Limited April 2017

229 17. View of cemetery and church in northeast portion of the Phase One Study Area. 18. View of residential properties in the east portion of the Phase One Study Area. 19. View of residential properties in the east portion of the Phase One Study Area. 20. View of residential properties in the east portion of the Phase One Study Area. 21. View of residential properties in the east portion of the Phase One Study Area. 22. View of community center located on an east adjoining property. 23. View of paramedic service located in the southeast portion of the Phase One Study Area. 24. View of residential and community properties located in the southeast portion of the Phase One Study Area. Phase One Environmental Assessment WSP Hollenbeck Subdivision, Town of Grand Valley, Ontario Project No Brentwood Building Group Limited April 2017

230 25. View of the agricultural society located on a southeast adjoining property. 28. View of town public works located in the southeast portion of the Phase One Study Area. 27. View of residential properties in the south portion of the Phase One Study Area. 29. View of heating fuel above ground storage tank located in the south portion of the Phase One Property. 26. View of residential properties in the south portion of the Phase One Study Area. Phase One Environmental Assessment WSP Hollenbeck Subdivision, Town of Grand Valley, Ontario Project No Brentwood Building Group Limited April 2017