Summary of Communal Services Water and Wastewater

for Calabogie Peaks Resort

Calabogie, ON

Prepared for: Calabogie Peaks Resort

Prepared by: Azimuth Environmental Consulting, Inc.

February 2019

AEC 17-328

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

February 11, 2019 AEC 17-328

Calabogie Peaks Resort 30 Barrett Chute Road Calabogie, ON K0J 1H0

Attention: Paul Murphy, President

Re: Summary Communal Services Water and Wastewater for Calabogie Peaks Resort, Calabogie, ON

Dear Mr. Murphy:

Azimuth Environmental Consulting, Inc. (Azimuth) is pleased to provide you with our report summarizing Communal Water and Wastewater Services for Calabogie Peaks Resort. The report is intended to support a "Plan of Subdivision" application for the conversion of an existing timeshare and hotel development (The Cedars and The Pines buildings) into privately owned condominium dwellings. The assessment provided herein is to document the capacity of the existing services and their ability to support private ownership of the same units.

Our assessment is based on a thorough review of the Site specific background reports, environmental data and local geological and soils information (e.g., Ministry of the Environment, Conservation and Parks Water Well Information System, geology/ topographic mapping).

Based on this assessment it is our opinion that the existing communal services are adequately servicing the existing resort development; including the proposed conversion of The Cedars and The Pines buildings from hotel use to privately owned condominiums). There are specific conclusions and recommendations regarding any future expansion of the existing Water Supply and Peat Based Subsurface Disposal System.

642 Welham Road, Barrie, Ontario L4N 9A1 telephone: (705) 721-8451 • fax: (705) 721-8926 • [email protected] • www.azimuthenvironmental.com

If you have any further questions or comments, please do not hesitate to contact the undersigned.

Yours truly, AZIMUTH ENVIRONMENTAL CONSULTING, INC.

Mike Jones, M.Sc., P.Geo. Brad Pettersone, B.Sc. President Environmental Technician

AZIMUTH ENVIRONMENTAL CONSULTING, INC. II

Table of Contents

page Letter of transmittal i

1.0 INTRODUCTION...... 1

2.0 ENVIRONMENTAL SETTING ...... 1 2.1 Site Access and Description ...... 1 2.2 Topography and Drainage...... 2 2.3 Surficial & Bedrock Geology ...... 2 2.4 Hydrogeology ...... 3 2.5 Water Well Records ...... 3 2.5 Surface Water ...... 4

3.0 DRINKING WATER ...... 4 3.1 Existing Drinking Water System ...... 4 3.2 Drinking Water System and Design Concepts ...... 5 3.3 Drinking Water System Sampling and Monitoring...... 7

4.0 SEWAGE TREATMENT...... 7 4.1 Existing Sewage Treatment System ...... 7 4.2 Sewage Treatment System and Design Concepts ...... 8 4.2.1 Class 4 Systems - The Pines ...... 8 4.2.2 Peat Bed Subsurface Disposal System ...... 8 4.6 Sewage Treatment Sampling and Monitoring ...... 9 4.6.1 Class 4 Systems ...... 9 4.6.2 Peat Bed Subsurface Disposal System ...... 9

5.0 DATA EVALUATION ...... 10 5.1 Hotel Occupancy Data ...... 10 5.2 Historical Well Testing ...... 11 5.3 Water Taking Data ...... 13 5.4 Raw Water Quality ...... 14 5.4 Sewage Flow Data ...... 15 5.5 Sewage Treatment Monitoring Data ...... 16

6.0 ASSESSMENT OF ENVIRONMENTAL IMPACTS ...... 17 6.1 Ground Water ...... 17 6.2 Surface Water ...... 18

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7.0 CONCLUSIONS AND RECOMMENDATIONS ...... 19

8.0 REFERENCES...... 22

List of In-Text Tables Table 1: Sewage Works Inventory ...... 7 Table 2: C of A Effluent Objectives ...... 10

List of Figures Figure 1 General Location ...... Appendix A Figure 2 Topography and Drainage ...... Appendix A Figure 3 Site Plan ...... Appendix A Figure 4 CWTS Design Schematic ...... In-Text Figure 5 Calabogie Peaks Resort Occupancy Data ...... In-Text Figure 6 Draw Down vs. Log-time: Supply Well ...... In-Text Figure 7 Specific Capacity Assessment ...... In-Text Figure 8 2017 Daily Water Takings...... In-Text Figure 9 2017 Average Daily Sewage Flows ...... In-Text

List of Appendices Appendix A: Figures Appendix B: Historical and Current Approvals Appendix C: Water and Sewage Flow Data Appendix D: Raw Water Quality and Monitoring Data

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1.0 INTRODUCTION Azimuth Environmental Consulting (Azimuth) was retained by Calabogie Peaks Resort (CPR or referred to as 'Site') to prepare a Summary of Communal Services Report detailing the existing design and functionality of the existing services used at the resort. This assessment is intended to support a "Plan of Subdivision" application for the conversion of an existing timeshare and hotel development (The Cedars and The Pines buildings) into privately owned condominium dwellings. The assessment provided herein is to determine whether the existing services is able to support private ownership.

As the main resort development exists today, it consists of the following facilities:  Calabogie Peaks Hotel with Canthooks Restaurant;  an eight (8) unit accommodation building (The Cedars);  a ten (10) unit accommodation building (The Pines);  the ski lodge with pub;  a three (3) bed accommodation unit (O'Brien's Bunkhouse);  a two (2) bed accommodation unit (First Tracks); and  various outbuildings and "the Garage".

The report consists primarily of a desktop/background review of all data provided by CPR. This included a review of:  Engineering/Hydrogeological reports;  historical and existing permits;  water taking information;  drinking water quality data; sewage effluent flow data;  ground water quality data (sewage); and  resort occupancy data.

This report has regard for servicing related to drinking water and sewage. Water takings associated with snow making/irrigation is outside of the purview of this report.

2.0 ENVIRONMENTAL SETTING 2.1 Site Access and Description CPR is situated at the Municipal address of 30 Barrett Chute Road and is located approximately 6 km west of the community of Calabogie, ON (Figure 1). The Site has existing frontage on to both Calabogie Road (Provincial Highway 508) and Barrett Chute Road and is accessed via three (3) existing entranceways; one (1) off of Calabogie Road and two (2) from Barrett Chute Road. A network of internal roadways and paths traverse

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the Site which permit access to the various buildings and maintenance areas. The total Site area is approximately 222.6 ha (550 acres), however, the area of the main development is approximately 4.1 ha (10 acres).

Adjacent land use consists of residential to the north and southeast and a golf course (also owned by CPR) immediately east. Lands to the west and south are vegetated and in a relatively natural state.

2.2 Topography and Drainage The topography across the entire Site area is rather steep which is to be expected based on the Site's existing use as a Ski Resort. Relief trends northward from the pinnacle of the ski slope (~370 masl) towards the main Ski Lodge (~160 masl). In contrast, the main development area is generally flat with a slight eastward trend downwards towards Calabogie Lake which is situated approximately 250 m from the eastern Site boundary. Runoff in the main development area occurs in a similar direction either overland or through a series of onsite ditches / swales that convey flows to an onsite watercourse that ultimately discharges to Calabogie Lake.

A small watercourse flows through the center of the main development area in a west to east orientation. The watercourse intersects two (2) dugout ponds that are utilized by resort staff for snow making and irrigation purposes. The watercourse is fed from a series of small "pocket" wetlands that originate immediately northwest of the Site. These wetlands capture runoff and convey flows through this natural drainage network.

Topographic mapping is provided on Figure 2.

2.3 Surficial & Bedrock Geology CPR Site area is located within an area dominated by Precambrian bedrock terrain of the Canadian Shield. Published geologic mapping notes that a small glaciofluvial deposit of coarse grained material occurs beneath the main development area extending to the eastern shore of Calabogie Lake. This is consistent with the borehole record for CPR primary Supply Well that encountered coarse sand to a depth of 9.5 m (31 ft). Test pit data provided by Simmering & Associates Ltd (2002), describe the soil as calcareous coarse sands and gravel (SP Type) of the White Lake soil group with minimal topsoil cover.

The bedrock geology in the area is quite variable and consists of a mixture of igneous/plutonic rock types and carbonate based metasedimentary rocks. Areas of

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topographic high are generally associated with bedrock ridges and/or knobs that consist of a mixture of igneous / plutonic rock types (i.e., granodiorite, tonalites, etc.). In these areas, the overburden is typically very thin (<1.2 m) and areas of outcrop area common.

In the lower lying areas (such as the main development area) the metasedimentary bedrock are overlain with thicker sequences of overburden (such as the glaciofluvial deposit described above). These metasedimentary sequences are also associated with mapped fault features in the area. Faults, geological contacts and other structural features are often targeted for potable water purposes as they tend to accumulate large amounts of ground water within fractures associated with these features.

2.4 Hydrogeology Precipitation falling to the ground surface either infiltrates to the ground water regime or runs off as overland flow to first-order tributaries. Infiltration is moderately rapid due to the permeable nature of the sandy overburden, and is much lower through the organic wetland soils. It is also limited by the steepness of the bedrock ridges and outcrops. Ground water flow in the overburden follows the general topography to the east, with discharge into the lowlands, associated creeks/wetlands and Calabogie Lake. Shallow ground water flow will also be influenced by the central stream.

The overburden is highly permeable compared to the underlying bedrock, with an estimated hydraulic conductivity between 10-3 and 10-5 m/sec (Simmering & Associates Ltd., 2002). The overburden aquifer is currently used by the resort (in permanent ponds shown on Figure 2) for snow making / irrigation purposes.

The metasedimentary bedrock unit occurs beneath the Site and is often the target for many water supplies in the area. This aquifer consists of a large fracture network throughout the rock. These fractures were encountered approximate 42 m beneath the Site in the main supply well.

A third low-yielding aquifer unit is more sparsely noted at the Precambrian bedrock contact. However, the water quality is often noted to be more mineralized with high concentrations of iron (WESA, 1986).

2.5 Water Well Records A review of the Ministry of Environmental, Conservation and Parks (MECP) Water Well Information System (WWIS) was completed. Representative well records were searched up to 3-kilometers (km) of the Calabogie Peaks Resort area and over 1,000 records are

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noted. In general, it appears that potable ground water users generally exploit bedrock aquifers as overburden thickness is limited in most areas. The records suggest that the well yields range between 0 to 227 Lpm, although the average well yield is approximately 36.3 Lpm, as 80% of the well yields within the dataset range between 10 and 50 Lpm. Spatially, the higher range of yields (i.e., > 100 Lpm) does not appear not appear isolated and the same can be stated for the lower range.

2.5 Surface Water The CPR (and associated Site Area) is located approximately 250 m west of Calabogie Lake, which is a man-made reservoir lake. The lake was created in the early 1900's from damming the Madawaska River for the purpose of hydro-electric generation. Currently, Ontario Power Generation (OPG) Generator Stations are situated on both the upper (Barrett Chute GS) and lower (Calabogie GS) sections of the lake. According to OPG, average water level elevations at the inflow and outflow is 200.8 and 153.9 masl, respectively. Flows through the systems typically range between 0 - 108 at the inflow and 32 - 116 m3/s at the outflow. Calabogie Lake is not considered a Sensitive Lake under the County of Renfrew Official Plan or through the Ministry of Natural Resources and Forestry (MNRF) and MECP.

As previously mentioned, a single watercourse traverses the main development area of the Site in a west to east orientation (Figure 2). This watercourse originates northwest of the Site from a series of small, interconnected wetland features that accumulates surface water runoff. Two in-line, dug out ponds are also associated with the watercourse. These ponds are utilized by CPR for snow making and recreational purposes (i.e., ice skating). The water taking for snow making is mainly by transfer of water from Calabogie Lake into one of these small ponds. This focus of this report is related to the communal drinking water and wastewater servicing only.

3.0 DRINKING WATER 3.1 Existing Drinking Water System The existing drinking water system at CPR is made up of a centralized water treatment system (CWTS) and various individual point-of-use (POU) systems. It is understood that the POU systems are each supplied by a drilled water well(s) that includes a treatment system approved by the Renfrew County District Health Unit. The POU systems are currently used for auxiliary purposes by the Beachfront/Golf Pro Shop (outside of main development area), the Private Cottages (outside of main development area), The Oaks (offsite) and "the Garage" (west of main development area). The daily takings from these systems are less than 50 m3/day, and therefore do not require permitting. The POU

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systems are associated with the adjacent golf course operation or residential developments (located offsite), and are therefore, outside of the scope of this assessment.

The CWTS operates under the existing C of A No. 5336-5KRJR8 (Appendix B), which outlines the systems operation, maintenance, performance and monitoring requirements. The C of A has a peak production rate of 189 L/min (272m3/day). The water takings are also regulated under PTTW No. 3587-8KDLBF (Appendix B) with maximum daily water takings being capped at 360 m3/day (250 Lpm). This system was installed in 2003 to supply potable water to the resorts existing 10-unit accomadation building (The Pines), as well as the new 25 room hotel and a 8-unit accommodation building (The Cedars). Since 2012, the CWTS has served as the resorts primary drinking water system, as the additional commercial buildings (i.e., O'Brien's Bunkhouse, First Tracks and the Ski Service Lodge) were connected to the CWTS 2012. Since water taking records continue to be below the daily permitted maximum volumes, no amendments to the existing PTTW were necessary.

The locations of all existing structures serviced by CWTS are shown on Figure 3.

3.2 Drinking Water System and Design Concepts The existing CWTS is situated between The Cedars building and the Peaks Hotel. A detailed schematic of the CWTS prepared by Simmering & Associates Ltd. (2003) is provided in Figure 4 below (overleaf):

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Figure 4: CWTS Design Schematic

Simmering & Associates Ltd. (2003)

The treatment system is supplied by the primary water supply well (W1) and is pumped into the mechanical room located at The Cedars building where it is treated with chlorine at a chlorine injection point to provide both primary disinfection and residual disinfection. The chlorinated water is then circulated through a 150 mm (6-inch) waterline to the three (3) 452 L pressure tanks located at the hotel. The diameter and length of pipe was specifically designed to ensure that the minimum contact volume (i.e., 1,350L) is achieved prior to the first user (actual pipe volume 2,740L). At this point, the treated water is supplied to the hotel and re-distributed back to the Cedars, where it is re- pressurized through two (2) 452 L pressure tanks and then sent on to the remaining consumers (i.e., remaining buildings serviced by CWTS). A secondary/backup well (W2) is also included in the system though it is not currently functional.

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3.3 Drinking Water System Sampling and Monitoring Testing of the raw and treated water supply is required under the C of A (No. 5336- 5KRJR8), while monitoring and recording of the water takings is mandated by both the C of A and the PTTW (No. 3587-8KDLBF). To summarize, samples are collected every three (3) days for chlorine residual and turbidity. Analytical sampling is completed quarterly (i.e., every 3-months) for chlorine residual, Total Coliform and E.coli. Samples are submitted Caduceon Environmental Labs in Ottawa for this analysis. Samples are collected from a treated tap in the hotel. Samples are also collected from restaurant kitchen and submitted for the same analytical parameters.

Water taking records, dates and times are noted daily. Readings are collected in US gallons and later converted to litres prior for submission to the MECP.

4.0 SEWAGE TREATMENT 4.1 Existing Sewage Treatment System Similar to the drinking water system, the existing sewage works is comprised of six (6) individual Class 4 Systems and a Peat Bed Subsurface Disposal System (PBSSDS). Table 1 provides an inventory of the individual sewage works for each facility:

Table 1: Sewage Works Inventory System Date Certificate of Tank Size Building Name System Type Type Installed Approval (L) 2256- Peat Bed The Hotel PBSSDS 2002 65,634 5F9KU9 2256- Peat Bed The Cedars PBSSDS 2002 21,600 5F9KU9 Class 4 Filter Bed The Pines 1985 8694 13,627 System Class 4 Filter Bed Ski Lodge 1972 10 33,122 System O'Brien's Class 4 Filter Bed 1986 9420 4,500 Bunkhouse System Class 4 1986/ Filter Bed The Oaks 9411/9417 7,571 System 1988 Beachfront Grill Class 4 1990/ 12096/ Conventional 15,142 (golf course) System 1997 17046 System

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Class 4 Conventional Cottage 1 1970 --- 1,893 System System Class 4 Conventional Cottage 2 1987 9418 3,600 System System Class 4 Conventional Garage 1988 10624 7,571 System System Notes: "---" no number provided in letter

All Class 4 Systems were approved and constructed according to individual specific C of A's that are under the jurisdiction of the RCDHU, as sewage flows are less than 10 m3/day to these systems. The PBSSDS operates under an existing MECP C of A (No. 2256-5F9KU9 as it has a design capacity (i.e., >10,000 L/day).

The systems that are relevant to this assessment include the PBSSDS and the filter bed associated with The Pines development. These are discussed further in Section 4.2.

The approximate locations of the tile bed locations within the main development area is shown on Figure 3.

4.2 Sewage Treatment System and Design Concepts 4.2.1 Class 4 Systems - The Pines The location of the Class 4 System that services the Pines Development is located approximately 40 m north of the structure. According to the C of A (No. 8694), the system includes a 3,000 gal (13,600 L) septic holding tank(s) and four (4) 50m2 filter beds. The system was initially designed to accommodate four (4) one (1) bedroom units, four (4) two (2) bedroom units, and four (4) three (3) bedroom units. The system is designed where influent is gravity fed into a series of septic holding tanks (i.e., 2,000 gal and 1,000 gal) for solid separation. The liquid effluent then enters a 600 gal pump chamber that is capable of dosing the four (4) filter bed cells at a rate of 230 gal per cycle.

4.2.2 Peat Bed Subsurface Disposal System The PBSSDS is operates under the C of A No. 2256-5F9KU9 and has an approved design capacity of 131,760 L/day. The system was designed to have three (3) modules to account for the existing development (at the time) and CPR's projected growth plan. Only one (1) of the three (3) approved modules was constructed. The one (1) PBSSDS module that currently services the hotel and the Cedars building is only one-third (or

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43,920 L/day) of the systems total design capacity. Thus, future integration of existing and future developments can be accommodated in this design.

According to design specifications provided by Simmering & Associates (2002), each of the structures (i.e., Hotel and Cedars) are equipped with a septic holding tank (for solid/liquid separation) and a pump chamber. The minimum design capacity of the septic holding tank is 65,634 L and 21,600 L for the Hotel and Cedars buildings, respectively. The pump chamber at each location transfers the effluent (via a float control) through a common forcemain to a centralized dosing chamber, where the effluent is then evenly dosed to each peat module. Each pump chamber is outfitted with a calibrated totalizing flow meter for recording sewage flow rates.

The peat module is constructed from a specifically engineered peat (Sphagnum spp.) with a pH range between 3.5-4.5 and a von Post decomposition rating of approximately H4. The module was constructed to have a peat filter surface area of 732 m2. Each module consists of two (2) filter cells that have an overall design capacity of 43,920 L/day. This accounts for one third of the total approved design capacity (i.e.,131,760 L/day). Space is allocated for the construction of the additional two peat beds once capacity increases.

4.6 Sewage Treatment Sampling and Monitoring 4.6.1 Class 4 Systems Due to the historical nature of the Class 4 Systems and relatively small design capacity there are no environmental monitoring requirements. Notwithstanding, the septic holding tanks at each individual system are pumped out annually as part of the resorts regular maintenance.

4.6.2 Peat Bed Subsurface Disposal System There are various monitoring requirements associated with the operation of the PBSSDS. According to C of A, flow rates from both the effluent discharge and the drinking water system must be recorded daily from a calibrated flow meter. Grab samples of the effluent and upgradient (1) and downgradient (3) ground water monitors adjacent to the Peat Module is required quarterly. The effluent and adjacent ground water parameters include: BOD5, Suspended Solids, Total Phosphorus, (Ammonia + Ammonium) Nitrogen, Nitrates, Nitrites, Dissolved Organic Carbon, Fecal Coliforms, Total Coliforms and Chloride. All sampling is completed in accordance to Provincial procedures and standards.

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The C of A has also set the following effluent objectives for four (4) effluent parameters. The effluent criteria are applied at the point of discharge from the peat bed.

Table 2: C of A Effluent Objectives Effluent Parameters Effluent Concentration Objective BOD5 5 mg/L Suspended Solids 5 mg/L (Ammonia + Ammonia) Nitrogen 1 mg/L Phosphorus 1 mg/L

Lastly, an annual performance report detailing the results of the accumulated effluent and water flow, monitoring and analytical results must be submitted to the MECP District Manager by the end of March each year. Any operational or maintenance issues associated with the sewage works must also be outlined in the report.

5.0 DATA EVALUATION 5.1 Hotel Occupancy Data Three (3) years of Hotel occupancy data were assessed from 2016 to 2018 in order to determine peak occupancy period for comparison against servicing use (i.e., water and sewer use). The average annual occupancy rate over the three years was 50%, with peak season occurring over a three to four month period during the winter season (end of December to March) and three month period during the summer/fall seasons (August to October). Rates peaked between 56% to 62% and 56 to 60%, during the winter and summer/fall periods, respectively. Monthly occupancy rates are plotted below on Figure 5 (overleaf).

The data indicate that the CPR has been operating at (or just over) half of the total rental capacity for the time period assessed. This occupancy should be reflected in the water taking and sewage flow data (discussed below). System design is based on maximum occupancy which is not achieved over the long term for any hotel facility, therefore it's inferred that the systems should be operating below current design standards.

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Figure 5: Calabogie Peaks Resort Occupancy Data

5.2 Historical Well Testing Potable water supply testing and analysis was performed by Oliver, Mangione, McCalla & Associates Ltd. in 1986 as part of the original water works application with the MECP (Simmering, 2002). The data provided did not include a formal assessment, so the raw data was re-evaluated for a more detailed interpretation. A formal 6-hour pumping test at an average discharge rate of 146.4 L/min (32.2 Igpm) was completed on the water supply. The initial and final water levels were recorded to be 1.03 m and 3.06 m, respectively; a total drawdown of 2.03 m.

A time-drawdown analysis was performed to assess the long-term viability of the well at the tested rate. Figure 6 (overleaf) illustrates the projected drawdown pattern for the test well. The data suggest that supply well could be pumped in perpetuity (at the tested rate) for 20 years or more, experiencing an additional drawdown of just over 1 m over that time; this assumes that boundary effects are not encountered. Available drawdown remaining in the supply would be > 37 m indicating that the sustainable yield is substantially higher than the tested rate.

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Figure 6: Drawdown vs. Log-time: Supply Well

The data was further examined using a simple Specific Capacity analysis to estimate the theoretical yield of the Supply Well. A graphical representation of the analysis is illustrated in Figure 7 (overleaf).

Based on this simple assessment, the theoretical safe yield for the Supply Well (60% of available drawdown in the well bore) is estimated to be 1,799 L/min (396 Igpm). This is approximately 12 times greater than the original test rate performed in 1986.

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Figure 7: Specific Capacity Assessment

There are perceived limitations with this assessment due to a variety of factors, including the age of dataset, short-term duration of test and potential boundary and interference effects. Notwithstanding, if the well was able to produce 30% of the theoretical safe yield (~540L/min) provided above, the supply well would be more than capable of supplying the existing resort development in addition to any future expansion plans. Also, the system has a second well as a backup to serve in the event that the primary well experiences problems.

5.3 Water Taking Data Daily water taking records for the CWTS were reviewed from 2016 and 2017 in order to accurately quantify the amount of water used by the associated facilities. The peak flow rates recorded during the 2016 and 2017 operating season were 88,734 L and 70,181 L, respectively. This is nearly 20% and 25% of the resorts permitted daily maximum. On average, the water takings are much less at 11,454 L and 12,746 L during the 2016 and 2017 operating period, respectively. This is equivalent to 3% to 4% of the permitted

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daily maximum. An example of the daily water taking trends for 2017 are plotted below on Figure 8. The daily water taking records are provided in Appendix C.

Figure 8: 2017 Daily Water Takings

Based on water taking data, the CWTS is not operating at its approved capacity even during peak periods. As such, the system is more than adequately servicing the facilities at the resort with potable water.

5.4 Raw Water Quality Limited water chemistry data is available for the raw water supply, however, two (2) analytical samples have been provided from April 1986 and July 2017. The raw laboratory reports have been summarized and are presented in Appendix D. The only exceedances above the ODWQS is noted 2017 data for hardness (227 mg/L) and turbidity (19.3 NTU). These are both Operational Guidelines, and therefore, do not pose a health risk to consumers. Health related parameters (i.e., E.coli and Total Coliform) were not detected in either of the samples.

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Elevated hardness is typical of carbonate based bedrock aquifers across Ontario. The hardness concentration is well within the treatable limits of most commercially available water treatment equipment. Hardness (or alkalinity) was not assessed in the historical data. However, it is expected that the results would be similar based on the similarities of other parameter concentrations such as, chloride, nitrate, sulphate and total dissolved solids.

Turbidity is also elevated and exceeds the ODWQS in the 2017 sample. This is likely due to the elevated iron concentration that is also noted in the data; although the concentration is not above the ODWQS. Iron easily precipitates from solution when aerated which occurs when a sample is collected from a hose or a tap.

Overall, the water chemistry is quite similar even with the near 30+ years separation between the sample collection dates. A variety of stable parameters (i.e., chloride, nitrate, sulphate and total dissolved solids) are very similar in concentrations indicating that the chemistry in the aquifer has not changed significantly over that time.

5.4 Sewage Flow Data A review of the sewage flow data for the PBSSDS during the 2017 operating period was completed. The data show that the daily flow rates range between 8,122 L and 40,698 L, with an annual average flow rate of 21,131 L/day. Peak periods correlate with the water takings, with some minor differences likely attributable to number of facilities currently serviced by the CWTS and PBSSDS. A graphical representation of the average daily flow of effluent is provided below in Figure 9. Sewage flow data are provided in Appendix C.

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Figure 9: Average Daily Sewage Flow

Based on sewage flow data, the PBSSDS is more than adequately servicing the current Hotel and Cedars development at the resort. The system does approach its current capacity (i.e., 43,920 L/day) during peak periods, however, it is worth noting that the system is only built to one-third of its approved total capacity (131,760L/day).

5.5 Sewage Treatment Monitoring Data The sewage monitoring data are reported annually to the MECP as per the resorts C of A for the PBSSDS. Generally, nutrient levels (i.e., phosphorus/nitrogen) are of primary interest as these parameters tend to directly relate to the performance of the system in addition to predicting impacts to possible surface water features (i.e., watercourses/lakes). As such, parameters are often compared against the MECP Provincial Water Quality Objectives (PWQO). Sampling at four (4) established ground water monitors is mandated quarterly. An intermittent dataset with data ranging between 2008 and 2018 was reviewed. This data has been summarized in Appendix D and the monitoring well locations are shown on Figure 3.

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Overall, the results are fairly typical of shallow ground water. Nitrogen species (i.e., Nitrate, Nitrite and Ammonia) are fairly dilute in both the upgradient and downgradient monitors in the area of the PBSSDS; although, ammonia concentrations are periodically elevated at Well 4 (located on the golf course). It's likely that this is attributable to fertilizer use at the golf course.

Suspended solids (sediment), total phosphorus, and BOD5 periodically exceed the C of A effluent guideline (and PWQO where applicable). Suspended solids are often used to assess the operation of the wastewater system (i.e., settling of solids prior to discharging the tile bed). The excess sediment load in the monitoring wells is likely the result of poor well development or purging (i.e., removing 3-well volumes). As such, TP and BOD5 concentrations appear to be artificially elevated from the high SS concentration.

Though not a parameter of concern (due to its modest concentration), chloride concentrations are noted to be elevated in the downgradient monitoring wells (Well 3 and Well 4), which could be indicative of the sewage effluent. Chloride levels are naturally low in the source drinking water (~12 mg/L), however, anthropogenic sources (i.e., softener salt, detergents, food preparation, etc.) can enter the wastewater stream through a variety of mechanisms. Due to chlorides stable, non-reactive properties, it is not readily removed by conventional treatment processes, thus making it an ideal parameter for tracking effluent movement in the shallow ground water. The data support the shallow ground water flow described in Section 2.4.

In general, the system effluent objectives are usually applied at the point of discharge, whereas the ground water concentrations represent the combination of upstream diluting flow and effluent. Regardless, the concentrations are generally below the C of A effluent objectives, with the exception of few exceedances summarized in Appendix D. Most exceedances (in particular TP and BOD5) appear to correlate positively with an increase in measured suspended solids (SS) in the samples. SS are elevated at each monitor and is likely the result of poor well development (or purging) prior to sampling. It is also evident that the samples were not filtered at the time of sampling. Typically, ground water samples should be filtered as suspended sediments do not migrate through overburden material. Therefore, filtering the samples would provide more representative results.

6.0 ASSESSMENT OF ENVIRONMENTAL IMPACTS 6.1 Ground Water Potential impacts to both the local ground and surface water regime are dependent upon the local hydrogeology / hydrology and the treatment performance of the PBSSDS. For

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ground water purposes, the assessment is typically examined within the scope of the MOECC Reasonable Use Policy, while the surface water risk assessment focuses upon the potential for algal growth fostered by additional nutrient loading, in addition to the detrimental impacts to fish due to ammonia. A summary of the major issues are provided in the following sections.

Ground water impacts are generally examined with the scope of the Reasonable Use Policy (MOECC Guideline, 1998) as well the 2008 MOECC Guidelines for large subsurface disposal systems (MOECC, 2008). These guidelines describe acceptable levels of parameters that are permitted to reach the downgradient property boundary in the ground water regime. The policy forms the basis for natural attenuation site designs since it defines a minimum dilution or attenuation that should be observed at a given site.

Under a Reasonable Use evaluation (RUP), the quality of drinking water must not be degraded by an amount in excess of 25% of the difference between background concentrations and the ODWQS for health related parameters (i.e., 10 mg/L for nitrate- N). Historical use of RUP has accepted the maximum compliance criteria for nitrate at the downgradient property boundary as 10 mg/L (ODWQS for nitrate-N) for residential lot development (<10,000 L/day). For larger sewage works, the maximum compliance criteria for nitrate at the downgradient property boundary is 2.5mg/L.

Given the physical location of the two (2) sewage works in question, RUP is not considered to be applicable in part as the Class 4 System and the PBSSDS is setback 300 m and 210 m from Calabogie Lake, respectively. There are also no potable water users downgradient of either system, as the CPR owns the land east of the main development area (on the east side of Barrett Chute Road). The area is currently a 9-hole golf course that extends to the shore of Calabogie Lake (the nearest surface water receiver). Moreover, nitrate levels at Well 3 (downgradient of PBSSDS) are very dilute (maximum concentration 0.4 mg/L), and therefore confirms no nutrient impacts to downgradient shallow ground water source.

6.2 Surface Water A historical study completed by Water and Earth Science Associates Ltd. (WESA) in 1986 detailing the potential environmental effects to Calabogie Lake should the CPR be built out to its proposed design flow capacity at that time. This report utilized a maximum day flow of, 216,000 L/day compared to the design capacity of the PBSSDS (i.e., 131,760 L/day). WESA concluded that a 1.1% increase to the lakes existing phosphorus loading (from upstream and atmospheric sources) can be expected from the resort development. Therefore, the development would have a negligible impact on the

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 18

overall capacity/trophic status of the lake. They state a multitude of factors that contribute their assertion, including a phosphorus retention capacity of the overburden, dispersion of phosphorus in the ground water, and microbial consumption of the nutrient.

It is anticipated that the same conclusions would be obtained today if a similar lake capacity assessment was completed.

7.0 CONCLUSIONS AND RECOMMENDATIONS The main Supply Well at the resort draws water from a potable aquifer unit within the fractured metasedimentary bedrock beneath the Site. An analysis of the historical pumping test data (completed in 1986) indicates the Supply Well taps a water supply that is at least capable of continuously producing 146.4 L/min (32.2 Igpm). At the time of the initial study, this yield was sufficient for the historical resort development. Based the resort as it exists today, a greater quantity would be needed to meet the resorts water demands. As such, a Specific Capacity assessment was undertaken to estimate the Supply Wells theoretical yield. The assessment estimated that the safe yield to be 1,799 L/min (396 Igpm), which is significantly more than what is needed by the resort. A review of the MECP WWIS within 3km of the Site also notes several high yield wells (i.e., >100L/min), further supporting this finding.

The CWTS is currently servicing the existing hotel, restaurant/conference center, The Cedars and The Pines buildings, and additional commercial buildings (i.e., the Ski Lodge, O'Brien's Bunkhouse and First Tracks). The treatment system is comprised of an inline chlorine injection unit, 150mm diameter contact pipe, and five (5) 472 L pressure tanks which maintain supply volumes throughout the system. Water takings are recorded from a totalizing flow meter daily.

Average water taking data from 2016 to 2018 indicate that the CWTS operates at 3 to 4% of the permitted daily maximum. During peak periods takings can reach upwards of 20 to 25% of the permitted daily maximum. Notwithstanding, this correlates with occupancy data, which shows that the annual occupancy rate is 50%, with peak periods occurring during the winter and summer/fall periods, where occupancy rates increase to between 56% to 62%. Therefore, the CWTS is suitably servicing the existing developments.

Water chemistry from two (2) raw water samples collected in1986 and 2017 were assessed. Minor exceedances above the ODWQS were noted in the 2017 sample for hardness and turbidity. Both of these parameters are easily treated using commercially available water treatment equipment. Overall, the water chemistry is quite similar

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 19

between the two samples. A variety of stable parameters (i.e., chloride, nitrate, sulphate and total dissolved solids) are analogous in concentrations indicating that the chemistry in the aquifer has not changed significantly over that time.

The components that comprise the drinking water supply and treatment system have considerable additional capacity compared to their current use. The combination of the primary and backup wells are permitted for approximately 400% higher use than is current, and their actual yield is higher than this value (but would require amending the PTTW). The drinking water treatment system is approved for approximately 300% more than its current use as a non-municipal, non-residential system. As such, the existing water system is more than capable of supporting the existing uses at the resort (including The Cedar and The Pine buildings) and would be suitable for considerable future expansion to the resort facilities.

The hotel and The Cedars building are currently serviced by a communal PBSSDS, while The Pines building predates the aforementioned facilities and remains privately serviced with an approved Class 4 System (Filter-bed). There are no monitoring requirements for the Class 4 System due to its age and relatively small design flow. Wastewater is gravity fed into a series of septic tanks (2,000 gal and 1,000 gal tanks) aligned in a series to separate the solids from the liquid effluent. The liquid effluent then enters a 600 gal pump chamber that is capable of dosing the four (4) filter bed cells at a rate of 230 gal per cycle. No maintenance issues (i.e., breakouts, erosion, etc.) related to its operation have been noted by CPR. CPR performs regular maintenance by having a licensed liquid waste hauler remove the accumulated solids from the septic holding tanks annually. As such, the system appears to be operating as per its intended design.

The PBSSDS is located on the western edge of the golf course lands owned by CPR. Individual septic holding tanks are installed at the Hotel and The Cedars. A pump chamber at each tank location transfers the liquid effluent through a common forcemain to a centralized dosing chamber, where the effluent is then evenly dosed to each peat module. Each pump chamber is outfitted with a calibrated totalizing flow meter for recording sewage flow rates into the system daily.

The existing C of A details the systems sewage flow, ground water/effluent quality and reporting requirements. On average, daily flow volumes are approximately 50% of the constructed design capacity. However, during peak periods (i.e., occupancy up to 65%) the system operates at upwards of 93% of its permitted daily maximum. This number correlates with the water taking records that indicate that takings can be on the order of

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 20

80,000 L/day (peak day flow). This is like a result of the systems design storage capacity and residence time.

The chemistry data are indicative of overburden ground water, with a moderately dilute chemical signature. Chloride levels are modest in the shallow ground water, however, concentrations are elevated in the downgradient monitoring wells when compared to the upgradient wells; which is likely attributable to the effluent plume. Chloride is a fairly stable, non-reactive ion in solution and is excellent for monitoring/tracking plume movements in the shallow subsurface. Chloride concentrations remain below any standards and objectives, although monitoring confirms the shallow ground water flow beneath the Site.

Nitrate/nitrite concentrations are fairly stable and dilute, while ammonia concentrations appear to be elevated in Well 4; although, this is more likely associated with fertilizer use at the golf course. Lastly, TP and BOD5 data is variable in the dataset, with exceedances above the C of A Effluent Guideline (and PWQO where applicable). TP (and BOD5) elevations appear to correlate with spikes in suspended solid concentrations. It is surmised that proper well development and/or filter would provide better a better analysis.

Overall, the performance data show that the PBSSDS is adequately operating based on its design capacity and desired level of treatment. Should CPR wish to include other existing facilities (i.e., Ski Lodge, The Pines, etc.) or future operational expansions into the system, balancing or additional peat modules would need to be constructed to account for the additional flows to the system and to maintain the desired level of treatment. Currently CPR has two (2) reserve areas that can be developed under their existing C of A, as they are only utilizing one-third of the total approved capacity.

After reviewing all available data sources provided by CPR, the current Drinking Water (i.e., CWTS and POU systems) and Sewage Treatment Systems (i.e., PBSSDS and Class 4 Systems) are adequately servicing the existing facilities at CPR. Therefore, the conversion of the existing timeshare and hotel development (The Cedars and The Pines buildings) into privately owned condominium dwellings should be permissible from a servicing perspective. Moreover, additional capacity is available within the existing systems (CWTS and PBSSDS), should the resort wish to expand its operations in the future

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 21

8.0 REFERENCES Barnett, P.J. Cowan, W.R. and Henry, A.P. 1991. Quaternary Geology of Ontario, southern sheet; Ontario Geological Survey, Map 2556, Scale 1:1,000,000.

Chapman, L.J. and D.F. Putnam, 1984. The Physiography of Southern Ontario. 2nd Edition, Oxford University Press

Ministry of the Environment, 1982 Manual of Policy, Procedures and Guidelines for Onsite Sewage Systems Queen’s Printer for Ontario. ISBN 0-7743-7303-2

Ministry of Municipal Affairs and Housing, 1997 Ontario Building Code. Queen’s Printer for Ontario. ISBN 0-7778-7338-9

Madigan, M.T., Markinko, J.M. and Parker, J., 2002 . Brock Biology of Microorganisms. Prentice Hall, 10th Ed., ISBN 0-13-066271-2, pp: 1019.

Metcalf & Eddy, 1979. Wastewater Engineering. McGraw-Hill, 2nd Edition, ISBN 0-07-041677-X, pp: 920.

Ministry of the Environment, 1986. Compatibility between Sewage Treatment and Sensitive Land Use, Guideline D-2 (formerly 07-05) August, pp: 6.

Ministry of the Environment, 1995. Hydrogeological Technical Information Requirements for Land Development Applications. Queen’s Printer, ISBN 0-7778-4340-4, April.

Ministry of Municipal Affairs and Housing, 1997. Ontario Building Code. Queen’s Printer for Ontario, ISBN 0-7778-7338-9.

Ministry of the Environment, 2008 Design Guideline for Sewage Works. PIBS6879.

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 22

Simmering & Associates, 2002 Sewage System Application, Calabogie Peaks Inc.

Water and Earth Science Associates Ltd., 1986 Hydrogeological and Environmental Assessment Calabogie Peaks Proposed Resort Development

AZIMUTH ENVIRONMENTAL CONSULTING, INC. 23

APPENDICES

Appendix A: Figures Appendix B: Historical and Current Approvals Appendix C: Water and Sewage Flow Data Appendix D: Drinking and Ground Water Quality Data

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

APPENDIX A

Figures

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

LEGEND: Approx. Property Boundary

Renfrew Arnprior

Lanark

REG MAP

AZIMUTHENVIRONMENTALCONSULTING, INC.

Study Area Location

Calabogie Peaks Resort, Calabogie, ON DATE ISSUED:December 2018 Figure No. CREATED BY:JLM PROJECT NO.:17-328 DAYSTAMP: M:\17 Projects\17-328 Calabogie Servicing Master Plan\04.0 - Drafting\17-328.dwg REFERENCE:MNRF 1 LEGEND: Approx. Property Boundary 5m Contour 1m Contour Wetland (LIO) Watercourse (LIO) Calabogie Lake Culvert (LIO)

CPR Golf Course Lands (Ironwoods) Calabogie Rd. (Hwy 508)

175 170 Barrett Chute Rd. 165 160

160 165 170

175 180 Mary Joanne Dr. 185

(The Oaks) CPR Timeshare & Development

AZIMUTHENVIRONMENTALCONSULTING, INC.

Topography and Drainage

Calabogie Peaks Resort, Calabogie, ON DATE ISSUED: December 2018 Figure No. CREATED BY: JLM PROJECT NO.: 17-328 2 DAYSTAMP: M:\17 Projects\17-328 Calabogie Servicing Master Plan\04.0 - Drafting\17-328.dwg REFERENCE: MNRF LEGEND: MW4 Approx. Property Boundary Watercourse (LIO) PBSSDS Reserve Area Barrett Chute Rd. Existing Septic Systems Monitoring Well Locations Production Well Locations (W-1) Backup Well Locations (W-2) MW3 Peat Bed Subsurface Calabogie Rd. (Hwy 508) Disposal System (PBSSDS)

MW1 PBSSDS Reserve Area

Snowmaking Pond CPR Golf Course Lands (Iron Woods) Class IV Sewage System Location MW2 Garage (300m) The Cedars

Hotel/Restaurant Ski Lodge/Purs Well 1 Class IV Sewage The Pines Well 2 System Location

O'Briens Bunkhouse

Ice Skating Pond

Mary Joanne Dr. AZIMUTHENVIRONMENTALCONSULTING, INC.

Site Plan

Calabogie Peaks Resort, Calabogie, ON DATE ISSUED: December 2018 Figure No. CREATED BY: JLM PROJECT NO.: 17-328 3 DAYSTAMP: M:\17 Projects\17-328 Calabogie Servicing Master Plan\04.0 - Drafting\17-328.dwg REFERENCE: MNRF

APPENDIX B

Historical and Current Approvals

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

12:50 s613 WESA U9117,'97- 839 5378 Whereas I' APPendu que -I-."------.---- dld ---em------*------has applied in ascordance with Section 23 01 Ihe Ontario Water Resources Act for approval of: a fait, cooformdrnen?d Ikriicle 23 de la loi sur les lesmurces; en eau de l'ontario. une demande d'auiorisabion;

the establieb-vent csf \~str;rw&rks for the prod~ckion~storaqe, aupply and

- ane (1) l50 zidllitaetres diameter drilled well eqaipged with one {I% suboaer~fbLe well pugp mted at 2-27 litres per 6zcond at a tskal. dynazrle head of 73-1 ~ekrss; - sixteen (15) 53 litre precharged pressure tanks cach ~itkan avaiEaSEe drawdown of a;aproximateKy 24 litres with a factory prechargs pressure af 286.85 kilopas.zaAs anB cach lozateia in the isldividub ssraddniuua units; and - two (2) 186 litrs prechasqed 9rassux-e tanks ~acka kviich an clvailable drawdoun a€ awpraximatel y 36 Idtzas wftkt s f irctory iprecbarge pressure of 206-85 kilogsocsls tssld each located at LPre groan8 EIoor af each af the condominim bufl8ings;

znclading -tea: ers lacated Sa of the two bdbdix~ga~presswe switches and galag fbritercemxecstlng p%ging, acs%iatad salves and electrial

Schedule A (attache), at B st? cost* imchdimg eaqineerAng and contingencies, of blfP84E THOGS ($Y,OQBO.OOb, subje* to the BsPfaaving special terms awd 63nditions fon~ide~rrdnecessary hy the undcraiqed, (This Certificate cssakats of seven 17) pages). ..-..p*Z

Now thwefore this is 19 certify that after due eIlqMly the said proposed works Raw henapproved under Section 23 d V18 Ontarlo Water Resources Act. Le pmh?ente document CBltifie qu'apr& v&dficaeion6n borne of due Imne Ca consfwctior~ndodfl projet d'ouvrages a &@ approuvtk? dux termes de l'8rticle 23 cle !a 10i suf it?$ ressouws en eau de I'Onlar~o.

DATED AT TORONTO this DA Tk! A TORONTO

C.C: NK~.C, Sepidyp cleric, Townshi? of Bagot P; RP:*thEield Wz. esfan Ward, M-0. E. S. I?, , Reg. [?ire -3+i7,verf Na:~qioao, . r Associakns Liniked d 4 m OU~ Cenificate of Approval (Water) Cerfa'ficat drautofisation(mu)

Number / Numew

the purnbse sf this csrtiiicate of a9proyal:

(l3 "certificate* ncaas the entire within certificate of approval including its schedules, if any, issued in accordance with Section 23.of =the Ontario Water Resources Ast;

121 'nirecrorm means the Director of the Approvals Branch af khe Winistry;

(39 "Picjtri~L,Qffi@srl' means tr%s DFstr-ict: Officer of the Ottawa District Office sE $out.?eastera Region sf the t%inistry:

(4) '3inistryu neans the Chtario Ninfskry of the m.vironmnt;

C 6 1 '"egiorzal Director " means the Reqional Director bf the Southeastern Region of the Ministxy; and

(7 I "wcrrksWmeans the facility described in-.the -ex @s' applfcatisn, khis ccr%bficate and in the supporting. documntatian refezred $0 herein, to the extent approved by this certificate.

, The requirements wf this certificate are iaposed parsuant to z@~tBon3.3 of the Ontario Water Resources.$ct, The issuanca af tBfs certificate in no v~ab abrogates the owner's legal omigatioz~st* take al.1 reasonable steps to wait vioLstiraq atner e~plicable provisionc of this leqislatioah and stil2r 15yisl%t-,lanat16 regu4atisns.

( E 1 The requirements of this cert ificats are savera~le. ~f any requirement QE this certificate, at the agpkicakian of anp repuj.ro;nent of this certificate to any circuastanca, is ho1.C invaX id, the ssp1 fl~stianof sock reqalreir,ent t.s other cisrc?aastanc+s and the remainder of this certificstc shaPI not 9s affectef tharnhy - f 2 In all qazters rcquirin~tke ir~tor~?rt.;taCionand .i.>:.lplc:ncntatL:::ioi thi.3 ceffLficateI tho coqdit.ioq~ ~f tlle z+ttificrltz shaZ.1. ta4~ ?~*IS?~=;~C>CG,.f~llni,-ed in r?ec,.ranl;'ciqq 5y b,:x.~i 9rder n.-rn@r'%a~~l:ic~2i.?: . .-&>,+) ,.(.!4~ ,:~s;);::~~~c~llt,~~ji~~, 1:; '.'-;,-r:,i c C+CC~?i~at~. ':~.:LzY ?. 5 <1!:3.::j.tr-?;lin su.rrr,otrt. of ;,n:>L i.*:af~t.~q, @Iou3 Genrsscate of Rpprovas (water) Certificat d'arstorisatia~r(em)

Number J Nu&m

certificate. iJ8rs-@0a:?~i6.tr~e ~3rpstitttrjsi=t -~iolntinfrsf tk~e\:?tnyi,o ;.i.-,?* Resoarsss Act art2 Ls cjraurrds far enforsen-nt,

5.0 ENTRY ARC). INSPECTION he Omhr shall allow Micistry personnel, or a Ministry aathoriz~ re~gresontativc[s) , upon presentation of credentials to:

(1) carry out any and all ins~ectionsauthorized by Section 126, 126a or 127 oE the En*~ir6nnentalProtection Xct, sect-ion PO,. 1Cg or 1': of thc Ontario Water Resources Azt or SS%Fon 19 o&. BYa of tk Pesticides .A.et, 3s mended from time %a %he, of any place to whit this-certificate rslates; and, witho~trestricting the $eneralaity of the foregoin?, tor

(2) a enter at zeasoaable tines upan the premises where the approved wsr:cs are Iseated, or the location where the records required by the ccnditisws of this certifi'cate are kept; ($1 have access to and copy, at rsasoawble times,,any secasds required by the con6itions af this carQifieate;

f'c) inspect at reasonable times any facilities, spipmsnt, practices, or operations required by the caniiitions of this certiff cate; an3

(81 simple and monitor at reasonable times for the purposes of asswizxy compPiancs wit3 the conditions of this zeztificats.

(il in the csse GC a prsvincicl $.ffiser proclactiori oi a copy c his crz her desiqnati~rs: (1) The mtner shall notify tha DistrLsc Officer in writing of any of tha, f3lLud5au changes within 70 r5a.va 3P the chanqe accurring:

(a) change of owner ot operator or both; B (h) change of addr~ssor address of new slsares:

(cI ,chan?e of partners y,d?~ere the m.rnar or operator is lor at any t3se bccanse a partnership, and a copy oE the recent declaration filed under the Partnerships Reg-istg-ation Act 8rht;ll be irnclludarl in the notfficaticta to District Officar:

(d) change of naie of the corporation where the owner of o~nezr is or at any tine hcco?es a corporation, and a copy of the aort mrefit aXnitFaL sotics or xorI@e of ChangeB [Farm 1, 2 or 3 of 8,Seg. 189, RsR.3, 1980, as amended from tine to time), filed unfler the Cornaratiows Gnfernati~nact shall he included in the notification to the Dlstrict Officer:

(el change in directors or officers sf the corgaration where the ewner sr opeator is or at sny tima becomes a corporation, aad a csgy of the most current "Inieirnl Wtice or Rotice of Cbaage" as referred to in claase (dl-

(2) Ln the event of any change in ownerahip of the works, the ea+prrses shall notify in writing the succeedkmg owner of the existence of this @%Pkificnte,and E COPY OF such notice shall he forwarded ko the DistsLct OEf icar,

(3) The owner shall ensure that all. cwtmrnicatioas made pursuant to this condition will refer to this certificate" snolsber,

In rssyect 09 any aatter for xhich this zerrifi-ate. raquizas the ~gprov~bqf tho 3istrict Officer, in the event the owncr disputes fhs District OCficsr's decision the o;unes shalE be entitled tc-, refer the dispute5 xzitter to the Director who shall, without further notice to che sm~xor the renuir-arrrnrat of any hearing, review the d.ispated matter 3it6 render a Atcision in lit?.^ of thz District Of£Fcsr4sdecision,

[iB Tn accorilnnce ..g.bti~5.9a ob: khe Oi~LzkiaXjte~f %es+>-)ilr~=s :\~t tl.hi:= zertif lzate, the snplizaticx filed to obc3i.n it an.2 zcrtain rxF Y':i{? docu!v;enr.;..tion rufatrcd to i!? this cr:rzi.f ic-cte :.:'\ic'n -:a:; ;:,c - .< r;?assnaily n2CAs;Cry a -;rc?.:= ~.~C--?FPII.~95:; :~r:.$j~~~;:qpSi.~.:~,::3 -,I; slall be tta4.e zvailzbla for p:.r:~ii:: ins;,.?c::tir:~ zt, the ra:;iz?s?. tif *?i-,y c~rson. -...- .' 5 @clue Cedifieate of Approval (Water) CePrs'br'car sl'autorisation (eau)

Number 4 Nurnem

(21 sdditianal infornation to that set out in sa3sectiari (11 ralatiry to this cartificats and containen in ?:inistry files may be r-sde available to the public in accordance with the provisions sf the %p@!9? of Lnforaacion an5 ~rafz~ectionof Privacy Act.

0-1 The works shall not be operated at a flow rate greatex than 1-7 litres per second, unless additional approval is obtained fros the Director.

(2) The work6 ehZ1 not witlxdraw aorc than 55,000 bitres of water per day fron the groundwater unless a perr35t under Section 20 sf the Ontinria Water Resources kt is obtai.r.ed-

CL) The owner shallp within 60 days of issuance of this .certificate, ~r~llectgrab samples from the well viaatar and have them analyzed far the following patmeters: sod ia PB manganese f lulotf de calcium srmlqhate r-oni a magnes iw hydrogen qu,L&aide gas nitrite chlatSds phtno9s - ndcratc alkalinity tannins turbidity hardness calour . . conductivity iron total ~fganiccarboa (21 The samphinq and analytical pzotacols to be used in orAer to emply with suhseetioa [L) shall be as desctibed in Condition no- 11.

(3) The owner shall submit ?&e results ~f these analyses 60 the District DfPicer as soon as they become available. an. c ~O_XXTORIWG

1 The ovnzr shall underkzke a samgEinq and .sonitaring prograa of thz supplied water upon csrp.nenccl?ent of oseration of the works desctiSed Fn this certificate, ~kispzogras shall ~aasiot,as a :ilini!num, t3e collection and aaalysis of samples as: folLatss:

rVeek1.j - total colifo~.sand fae.zal califsms.

Sexi-Annually - ~ondu~tivity,chlorize, free? hm~.i~rtotal kieEdahl nitragen, nitrite, nitrate, fluoride, turbitiity and ghenols, WESA

- 5 -

! 2 1 5i101113 the Wezkly and Semi-Annual saropling anC nonitaring results indicate that the groundwater charactexistics have not significantly changed, the Annual saapfing seqni~ementsof subsacti~n (XI may be waived at the discretian of the ~istrict Officer.

(31 S+mplin3 locations s'null be es&abliahed \taitAin tho works to the satisfaction of the District: Officer prior te the comewce~~ntaf opcratf on of the %arks. any of these sampling lacstSons !nay be >?hanged or zbandoned sad new locaticns r.wy be aCSed following comr~~encernentsf operations if, in the opinion of the District Officer, it is fiecsssaq to do so to easlasrs raprssantatfve sarepkes sre being collsctefi,

(41 Xll sa~plinqis to be carried out by personnel of the owntt or his 3esignated agent acceptable to the Diatsi~tOEZicer. Sampling neth.adalogy shall. be irt ~6~~1p?Lfa$r~ewith Guttde to the Cslleetiola and Subaission sf Samples fox Mb~xata~qP~alysis~ Fifth Editionf ~aly1985, Ontario Mniskq of the Enoirsmat, Laboratory Services fraa to , Branch, as mended time, ..j f % .. (5) Analytical methodoioyy akuxll be in accordance vd.th eke ~ta.n&rd Methods for the atio ion of Water and Vast.,e#ator, 16th Editfan, 1985, BLmczicaa Public Eer48t.h dh~smhestion, as amended Er0a tLma to time, C6 9 U-ter the m-ner obtaPns sufficient muaitoring data ts cover a minimum twelve (123 month period, the sanpltng frequency and number of parameters to bcs analyzed may be changed tsa a frequsarrcy and to sach parmeters as !-cay be specified by the 9istrict Officer.

Ill Records are to bc kerk of t3e weeklyp seai-annual and annual sarnglin~results described in Condition no. Ik, inclexckilzg the tine, date, naae of parson who collects? the sarnpLe aad sample identification nunbar, .Additional records are to Se kept as nay be x~sclf-iaitby t\e nistrict 0ffi.e~~fro3 tins to the.

(2) A11 recsr3s are to he made available sy %he OLTXPC for ins~ection 5y the 3iitri~'. (7ffFicer upon r-~uesr. BOON Cenificate of Approval (Water) Certificat d'autsrisatian (eau)

(11 The owner shall subxit a pesfor%ancc raprt to the Reqional Direztnr nn an annual basis, The first repart shall be submitted within one year and 90 days foil-ewing the cecmenaeraent of operation sf the k~orksand shall rspsst on the first 12 Iwntha operation. Each subsequent report shall cwrar snbsecpsnt 12 yonth periods and shall I= sti!mi.ttecl witbin DO days f611owinq the conpletion of the , rellted 12 ~~bntbreporting period, f (2) Each report: shall contain, but not be Iir~~Ftadta, the following: (a) a SLtatnary i'aatd discussicn of the ~antityDE water supplied during the period of reporting; and

(6) 3 Sl&x!nqary an& interpretation of the chc;n.i.cal and Sn@tcxiological sampling and analptic~lresults, includirtq any problerns exgecienced duriag the period of reporting.

WtS IS A TRUE COPY OF THE QFUG!NPJ, CERnflCA' MAILED OLC 0 6 N89 QN 01.~*...... s.....noe*~w~.*....+.-*.a*

APPENDIX C

Water and Sewage Flow Data

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

Calabogie Peaks Resort Private Sewage Works C of A 2256-5F9KU9 Certificate of Approval Rules Total system average daily flow of effluent may not exceed 131,760 L per month for any time greater than one calendar month The initial complete module average daily flow of effluent may not exceed 43,920 L per month for any time greater than one calendar month

Sewage Flow Capacity Month Month Avg. Daily Utilization

Jan-17 1,261,638 40,698 L 93% Feb-17 601,749 19,411 L 44% Mar-17 875,007 28,226 L 64% Apr-17 367,678 11,861 L 27% May-17 447,678 14,441 L 33% Jun-17 654,075 21,099 L 48% Jul-17 677,331 21,849 L 50% Aug-17 860,472 27,757 L 63% Sep-17 251,775 8,122 L 18% Oct-17 683,145 22,037 L 50% Nov-17 450,585 14,535 L 33% Dec-17 729,657 23,537 L 54%

Page 1 of 1 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 2016-01-01 59,523 3,056 11,568 360,000 3% 360,000 1-02-16 60,886 1,363 5,160 360,000 1% 360,000 1-03-16 65,740 4,854 18,374 360,000 5% 360,000 1-04-16 68,891 3,151 11,928 360,000 3% 360,000 1-05-16 70,751 1,860 7,041 360,000 2% 360,000 1-06-16 74,613 3,862 14,619 360,000 4% 360,000 1-07-16 77,231 2,618 9,910 360,000 3% 360,000 1-08-16 79,247 2,016 7,631 360,000 2% 360,000 1-09-16 80,193 946 3,581 360,000 1% 360,000 1-10-16 81,248 1,055 3,994 360,000 1% 360,000 1-11-16 82,769 1,521 5,758 360,000 2% 360,000 1-12-16 85,145 2,376 8,994 360,000 2% 360,000 1-13-16 91,362 6,217 23,534 360,000 7% 360,000 1-14-16 93,153 1,791 6,780 360,000 2% 360,000 1-15-16 94,284 1,131 4,281 360,000 1% 360,000 1-16-16 96,769 2,485 9,407 360,000 3% 360,000 1-17-16 97,145 376 1,423 360,000 0% 360,000 1-18-16 102,326 5,181 19,612 360,000 5% 360,000 1-19-16 105,789 3,463 13,109 360,000 4% 360,000 1-20-16 109,251 3,462 13,105 360,000 4% 360,000 1-21-16 113,436 4,185 15,842 360,000 4% 360,000 1-22-16 116,789 3,353 12,692 360,000 4% 360,000 1-23-16 117,972 1,183 4,478 360,000 1% 360,000 1-24-16 123,803 5,831 22,073 360,000 6% 360,000 1-25-16 125,364 1,561 5,909 360,000 2% 360,000 1-26-16 129,334 3,970 15,028 360,000 4% 360,000 1-27-16 130,437 1,103 4,175 360,000 1% 360,000 1-28-16 136,523 6,086 23,038 360,000 6% 360,000 1-29-16 163,074 26,551 360,000 360,000 1-30-16 169,143 6,069 22,974 360,000 6% 360,000 1-31-16 175,268 6,125 23,186 360,000 6% 360,000 2-01-16 177,947 2,679 10,141 360,000 3% 349,203 360,000 2-02-16 179,834 1,887 7,143 360,000 2% 360,000 2-03-16 182,287 2,453 9,286 360,000 3% 360,000 2-04-16 184,592 2,305 8,725 360,000 2% 360,000 2-05-16 185,613 1,021 3,865 360,000 1% 360,000 2-06-16 187,933 2,320 8,782 360,000 2% 360,000 2-07-16 188,104 171 647 360,000 0% 360,000 2-08-16 191,546 3,442 13,029 360,000 4% 360,000 2-09-16 193,547 2,001 7,575 360,000 2% 360,000 2-10-16 194,901 1,354 5,125 360,000 1% 360,000 2-11-16 195,456 555 2,101 360,000 1% 360,000 2-12-16 196,695 1,239 4,690 360,000 1% 360,000 2-13-16 199,870 3,175 12,019 360,000 3% 360,000 2-14-16 206,500 6,630 25,097 360,000 7% 360,000 2-15-16 209,179 2,679 10,141 360,000 3% 360,000 2-16-16 210,281 1,102 4,172 360,000 1% 360,000 2-17-16 225,573 15,292 57,886 360,000 16% 360,000 2-18-16 235,643 10,070 38,119 360,000 11% 360,000 2-19-16 239,145 3,502 13,256 360,000 4% 360,000 2-20-16 242,387 3,242 12,272 360,000 3% 360,000 2-21-16 249,455 7,068 26,755 360,000 7% 360,000 2-22-16 251,332 1,877 7,105 360,000 2% 360,000 2-23-16 252,620 1,288 4,876 360,000 1% 360,000 2-24-16 252,821 201 761 360,000 0% 360,000 2-25-16 255,900 3,079 11,655 360,000 3% 360,000 2-26-16 265,202 9,302 35,212 360,000 10% 360,000 2-27-16 266,905 1,703 6,447 360,000 2% 360,000 2-28-16 272,371 5,466 20,691 360,000 6% 360,000 2-29-16 274,481 2,110 7,987 360,000 2% 360,000 3-01-16 276,666 2,185 8,271 360,000 2% 375,561 360,000 3-02-16 280,469 3,803 14,396 360,000 4% 360,000

Page 1 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 3-03-16 284,872 4,403 16,667 360,000 5% 360,000 3-04-16 290,311 5,439 20,589 360,000 6% 360,000 3-05-16 294,169 3,858 14,604 360,000 4% 360,000 3-06-16 300,420 6,251 23,663 360,000 7% 360,000 3-07-16 304,823 4,403 16,667 360,000 5% 360,000 3-08-16 308,891 4,068 15,399 360,000 4% 360,000 3-09-16 310,864 1,973 7,469 360,000 2% 360,000 3-10-16 312,711 1,847 6,992 360,000 2% 360,000 3-11-16 318,485 5,774 21,857 360,000 6% 360,000 3-12-16 319,803 1,318 4,989 360,000 1% 360,000 3-13-16 322,650 2,847 10,777 360,000 3% 360,000 3-14-16 324,431 1,781 6,742 360,000 2% 360,000 3-15-16 325,311 880 3,331 360,000 1% 360,000 3-16-16 327,669 2,358 8,926 360,000 2% 360,000 3-17-16 329,481 1,812 6,859 360,000 2% 360,000 3-18-16 330,936 1,455 5,508 360,000 2% 360,000 3-19-16 331,480 544 2,059 360,000 1% 360,000 3-20-16 338,769 7,289 27,592 360,000 8% 360,000 3-21-16 339,411 642 2,430 360,000 1% 360,000 3-22-16 340,869 1,458 5,519 360,000 2% 360,000 3-23-16 343,013 2,144 8,116 360,000 2% 360,000 3-24-16 350,481 7,468 28,269 360,000 8% 360,000 3-25-16 355,741 5,260 19,911 360,000 6% 360,000 3-26-16 366,144 10,403 39,380 360,000 11% 360,000 3-27-16 368,843 2,699 10,217 360,000 3% 360,000 3-28-16 369,421 578 2,188 360,000 1% 360,000 3-29-16 370,359 938 3,551 360,000 1% 360,000 3-30-16 372,311 1,952 7,389 360,000 2% 360,000 3-31-16 373,875 1,564 5,920 360,000 2% 360,000 4-01-16 375,548 1,673 6,333 360,000 2% 376,246 360,000 4-02-16 377,877 2,329 8,816 360,000 2% 360,000 4-03-16 379,911 2,034 7,700 360,000 2% 360,000 4-04-16 380,369 458 1,734 360,000 0% 360,000 4-05-16 382,433 2,064 7,813 360,000 2% 360,000 4-06-16 384,871 2,438 9,229 360,000 3% 360,000 4-07-16 385,811 940 3,558 360,000 1% 360,000 4-08-16 386,411 600 2,271 360,000 1% 360,000 4-09-16 388,024 1,613 6,106 360,000 2% 360,000 4-10-16 390,689 2,665 10,088 360,000 3% 360,000 4-11-16 392,311 1,622 6,140 360,000 2% 360,000 4-12-16 394,943 2,632 9,963 360,000 3% 360,000 4-13-16 396,762 1,819 6,886 360,000 2% 360,000 4-14-16 398,911 2,149 8,135 360,000 2% 360,000 4-15-16 400,841 1,930 7,306 360,000 2% 360,000 4-16-16 402,663 1,822 6,897 360,000 2% 360,000 4-17-16 402,921 258 977 360,000 0% 360,000 4-18-16 403,311 390 1,476 360,000 0% 360,000 4-19-16 403,691 380 1,438 360,000 0% 360,000 4-20-16 405,284 1,593 6,030 360,000 2% 360,000 4-21-16 407,143 1,859 7,037 360,000 2% 360,000 4-22-16 409,311 2,168 8,207 360,000 2% 360,000 4-23-16 414,380 5,069 19,188 360,000 5% 360,000 4-24-16 414,381 1 4 360,000 0% 360,000 4-25-16 415,381 1,000 3,785 360,000 1% 360,000 4-26-16 417,583 2,202 8,335 360,000 2% 360,000 4-27-16 419,785 2,202 8,335 360,000 2% 360,000 4-28-16 421,987 2,202 8,335 360,000 2% 360,000 4-29-16 424,189 2,202 8,335 360,000 2% 360,000 4-30-16 426,391 2,202 8,335 360,000 2% 360,000 5-01-16 428,593 2,202 8,335 360,000 2% 198,794 360,000 5-02-16 430,795 2,202 8,335 360,000 2% 360,000 5-03-16 432,997 2,202 8,335 360,000 2% 360,000

Page 2 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 5-04-16 435,199 2,202 8,335 360,000 2% 360,000 5-05-16 437,401 2,202 8,335 360,000 2% 360,000 5-06-16 439,603 2,202 8,335 360,000 2% 360,000 5-07-16 441,805 2,202 8,335 360,000 2% 360,000 5-08-16 444,007 2,202 8,335 360,000 2% 360,000 5-09-16 446,209 2,202 8,335 360,000 2% 360,000 5-10-16 448,411 2,202 8,335 360,000 2% 360,000 5-11-16 450,613 2,202 8,335 360,000 2% 360,000 5-12-16 452,815 2,202 8,335 360,000 2% 360,000 5-13-16 455,017 2,202 8,335 360,000 2% 360,000 5-14-16 457,219 2,202 8,335 360,000 2% 360,000 5-15-16 459,421 2,202 8,335 360,000 2% 360,000 5-16-16 461,623 2,202 8,335 360,000 2% 360,000 5-17-16 463,825 2,202 8,335 360,000 2% 360,000 5-18-16 466,027 2,202 8,335 360,000 2% 360,000 5-19-16 468,229 2,202 8,335 360,000 2% 360,000 5-20-16 470,431 2,202 8,335 360,000 2% 360,000 5-21-16 472,633 2,202 8,335 360,000 2% 360,000 5-22-16 474,835 2,202 8,335 360,000 2% 360,000 5-23-16 477,037 2,202 8,335 360,000 2% 360,000 5-24-16 479,239 2,202 8,335 360,000 2% 360,000 5-25-16 481,441 2,202 8,335 360,000 2% 360,000 5-26-16 483,643 2,202 8,335 360,000 2% 360,000 5-27-16 485,845 2,202 8,335 360,000 2% 360,000 5-28-16 488,047 2,202 8,335 360,000 2% 360,000 5-29-16 490,249 2,202 8,335 360,000 2% 360,000 5-30-16 492,451 2,202 8,335 360,000 2% 360,000 5-31-16 494,653 2,202 8,335 360,000 2% 360,000 6-01-16 496,855 2,202 8,335 360,000 2% 258,399 360,000 6-02-16 499,057 2,202 8,335 360,000 2% 360,000 6-03-16 501,259 2,202 8,335 360,000 2% 360,000 6-04-16 503,487 2,228 8,434 360,000 2% 360,000 6-05-16 503,511 24 91 360,000 0% 360,000 6-06-16 507,784 4,273 16,175 360,000 4% 360,000 6-07-16 512,057 4,273 16,175 360,000 4% 360,000 6-08-16 516,330 4,273 16,175 360,000 4% 360,000 6-09-16 520,603 4,273 16,175 360,000 4% 360,000 6-10-16 524,876 4,273 16,175 360,000 4% 360,000 6-11-16 529,149 4,273 16,175 360,000 4% 360,000 6-12-16 533,422 4,273 16,175 360,000 4% 360,000 6-13-16 537,695 4,273 16,175 360,000 4% 360,000 6-14-16 541,968 4,273 16,175 360,000 4% 360,000 6-15-16 546,241 4,273 16,175 360,000 4% 360,000 6-16-16 550,514 4,273 16,175 360,000 4% 360,000 6-17-16 554,787 4,273 16,175 360,000 4% 360,000 6-18-16 559,060 4,273 16,175 360,000 4% 360,000 6-19-16 563,333 4,273 16,175 360,000 4% 360,000 6-20-16 567,606 4,273 16,175 360,000 4% 360,000 6-21-16 571,879 4,273 16,175 360,000 4% 360,000 6-22-16 576,152 4,273 16,175 360,000 4% 360,000 6-23-16 580,425 4,273 16,175 360,000 4% 360,000 6-24-16 584,698 4,273 16,175 360,000 4% 360,000 6-25-16 584,702 4 15 360,000 0% 360,000 6-26-16 584,751 49 185 360,000 0% 360,000 6-27-16 585,299 548 2,074 360,000 1% 360,000 6-28-16 585,847 548 2,074 360,000 1% 360,000 6-29-16 586,395 548 2,074 360,000 1% 360,000 6-30-16 586,943 548 2,074 360,000 1% 360,000 7-01-16 587,491 548 2,074 360,000 1% 349,355 360,000 7-02-16 588,039 548 2,074 360,000 1% 360,000 7-03-16 588,587 548 2,074 360,000 1% 360,000 7-04-16 589,135 548 2,074 360,000 1% 360,000

Page 3 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 7-05-16 589,683 548 2,074 360,000 1% 360,000 7-06-16 590,231 548 2,074 360,000 1% 360,000 7-07-16 590,779 548 2,074 360,000 1% 360,000 7-08-16 591,327 548 2,074 360,000 1% 360,000 7-09-16 591,337 10 38 360,000 0% 360,000 7-10-16 646,915 360,000 360,000 7-11-16 650,315 3,400 12,870 360,000 4% 360,000 7-12-16 653,715 3,400 12,870 360,000 4% 360,000 7-13-16 657,115 3,400 12,870 360,000 4% 360,000 7-14-16 660,515 3,400 12,870 360,000 4% 360,000 7-15-16 663,915 3,400 12,870 360,000 4% 360,000 7-16-16 667,315 3,400 12,870 360,000 4% 360,000 7-17-16 670,715 3,400 12,870 360,000 4% 360,000 7-18-16 674,115 3,400 12,870 360,000 4% 360,000 7-19-16 677,515 3,400 12,870 360,000 4% 360,000 7-20-16 680,915 3,400 12,870 360,000 4% 360,000 7-21-16 684,315 3,400 12,870 360,000 4% 360,000 7-22-16 687,715 3,400 12,870 360,000 4% 360,000 7-23-16 691,115 3,400 12,870 360,000 4% 360,000 7-24-16 694,515 3,400 12,870 360,000 4% 360,000 7-25-16 697,915 3,400 12,870 360,000 4% 360,000 7-26-16 701,315 3,400 12,870 360,000 4% 360,000 7-27-16 704,715 3,400 12,870 360,000 4% 360,000 7-28-16 708,115 3,400 12,870 360,000 4% 360,000 7-29-16 711,515 3,400 12,870 360,000 4% 360,000 7-30-16 712,011 496 1,878 360,000 1% 360,000 7-31-16 713,132 1,121 4,243 360,000 1% 360,000 8-01-16 713,201 69 261 360,000 0% 267,291 360,000 8-02-16 713,299 98 371 360,000 0% 360,000 8-03-16 713,380 81 307 360,000 0% 360,000 8-04-16 713,420 40 151 360,000 0% 360,000 8-05-16 714,439 1,019 3,857 360,000 1% 360,000 8-06-16 714,669 230 871 360,000 0% 360,000 8-07-16 714,789 120 454 360,000 0% 360,000 8-08-16 714,899 110 416 360,000 0% 360,000 8-09-16 714,999 100 379 360,000 0% 360,000 8-10-16 715,101 102 386 360,000 0% 360,000 8-11-16 715,202 101 382 360,000 0% 360,000 8-12-16 715,387 185 700 360,000 0% 360,000 8-13-16 715,459 72 273 360,000 0% 360,000 8-14-16 719,909 4,450 16,845 360,000 5% 360,000 8-15-16 724,359 4,450 16,845 360,000 5% 360,000 8-16-16 728,809 4,450 16,845 360,000 5% 360,000 8-17-16 733,259 4,450 16,845 360,000 5% 360,000 8-18-16 737,709 4,450 16,845 360,000 5% 360,000 8-19-16 742,159 4,450 16,845 360,000 5% 360,000 8-20-16 746,609 4,450 16,845 360,000 5% 360,000 8-21-16 751,059 4,450 16,845 360,000 5% 360,000 8-22-16 755,509 4,450 16,845 360,000 5% 360,000 8-23-16 759,959 4,450 16,845 360,000 5% 360,000 8-24-16 764,409 4,450 16,845 360,000 5% 360,000 8-25-16 768,859 4,450 16,845 360,000 5% 360,000 8-26-16 773,309 4,450 16,845 360,000 5% 360,000 8-27-16 777,759 4,450 16,845 360,000 5% 360,000 8-28-16 782,209 4,450 16,845 360,000 5% 360,000 8-29-16 786,659 4,450 16,845 360,000 5% 360,000 8-30-16 791,109 4,450 16,845 360,000 5% 360,000 8-31-16 795,559 4,450 16,845 360,000 5% 360,000 9-01-16 800,009 4,450 16,845 360,000 5% 312,019 360,000 9-02-16 804,459 4,450 16,845 360,000 5% 360,000 9-03-16 808,909 4,450 16,845 360,000 5% 360,000 9-04-16 813,359 4,450 16,845 360,000 5% 360,000

Page 4 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 9-05-16 817,809 4,450 16,845 360,000 5% 360,000 9-06-16 822,259 4,450 16,845 360,000 5% 360,000 9-07-16 826,709 4,450 16,845 360,000 5% 360,000 9-08-16 831,159 4,450 16,845 360,000 5% 360,000 9-09-16 835,609 4,450 16,845 360,000 5% 360,000 9-10-16 840,059 4,450 16,845 360,000 5% 360,000 9-11-16 844,509 4,450 16,845 360,000 5% 360,000 9-12-16 848,959 4,450 16,845 360,000 5% 360,000 9-13-16 849,544 585 2,214 360,000 1% 360,000 9-14-16 849,546 2 8 360,000 0% 360,000 9-15-16 849,560 14 53 360,000 0% 360,000 9-16-16 849,563 3 11 360,000 0% 360,000 9-17-16 849,569 6 23 360,000 0% 360,000 9-18-16 - - - 360,000 0% 9-19-16 - - 360,000 0% 9-20-16 - - 360,000 0% 9-21-16 - - 360,000 0% 9-22-16 - - 360,000 0% 9-23-16 - - 360,000 0% 9-24-16 - - 360,000 0% 9-25-16 - - 360,000 0% 9-26-16 - - 360,000 0% 9-27-16 - - 360,000 0% 9-28-16 - - 360,000 0% 9-29-16 - - 360,000 0% 9-30-16 - - 360,000 0% 10-01-16 - - 360,000 0% 204,449 10-02-16 - - 360,000 0% 10-03-16 - - 360,000 0% 10-04-16 - - 360,000 0% 10-05-16 - - 360,000 0% 10-06-16 - - 360,000 0% 10-07-16 - - 360,000 0% 10-08-16 - - 360,000 0% 10-09-16 - - 360,000 0% 10-10-16 - - 360,000 0% 10-11-16 - - 360,000 0% 10-12-16 - - 360,000 0% 10-13-16 - - 360,000 0% 10-14-16 - - 360,000 0% 10-15-16 - - 360,000 0% 10-16-16 - - 360,000 0% 10-17-16 2,213 2,213 8,377 360,000 2% 360,000 10-18-16 5,682 3,469 13,132 360,000 4% 360,000 10-19-16 9,120 3,438 13,014 360,000 4% 360,000 10-20-16 12,120 3,000 11,356 360,000 3% 360,000 10-21-16 15,120 3,000 11,356 360,000 3% 360,000 10-22-16 17,851 2,731 10,338 360,000 3% 360,000 10-23-16 24,369 6,518 24,673 360,000 7% 360,000 10-24-16 30,624 6,255 23,678 360,000 7% 360,000 10-25-16 54,065 23,441 88,734 360,000 25% 360,000 10-26-16 58,516 4,451 16,849 360,000 5% 360,000 10-27-16 63,525 5,009 18,961 360,000 5% 360,000 10-28-16 68,456 4,931 18,666 360,000 5% 360,000 10-29-16 72,381 3,925 14,858 360,000 4% 360,000 10-30-16 79,468 7,087 26,827 360,000 7% 360,000 10-31-16 83,051 3,583 13,563 360,000 4% 360,000 11-01-16 86,431 3,380 12,795 360,000 4% 314,381 360,000 11-02-16 90,593 4,162 15,755 360,000 4% 360,000 11-03-16 93,269 2,676 10,130 360,000 3% 360,000 11-04-16 96,365 3,096 11,720 360,000 3% 360,000 11-05-16 99,438 3,073 11,633 360,000 3% 360,000

Page 5 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 11-06-16 101,769 2,331 8,824 360,000 2% 360,000 11-07-16 103,909 2,140 8,101 360,000 2% 360,000 11-08-16 108,949 5,040 19,078 360,000 5% 360,000 11-09-16 110,861 1,912 7,238 360,000 2% 360,000 11-10-16 115,910 5,049 19,112 360,000 5% 360,000 11-11-16 120,651 4,741 17,947 360,000 5% 360,000 11-12-16 125,311 4,660 17,640 360,000 5% 360,000 11-13-16 135,478 10,167 38,486 360,000 11% 360,000 11-14-16 140,113 4,635 17,545 360,000 5% 360,000 11-15-16 145,371 5,258 19,904 360,000 6% 360,000 11-16-16 150,248 4,877 18,461 360,000 5% 360,000 11-17-16 154,665 4,417 16,720 360,000 5% 360,000 11-18-16 159,228 4,563 17,273 360,000 5% 360,000 11-19-16 172,479 13,251 50,160 360,000 14% 360,000 11-20-16 184,369 11,890 45,008 360,000 13% 360,000 11-21-16 189,311 4,942 18,707 360,000 5% 360,000 11-22-16 193,481 4,170 15,785 360,000 4% 360,000 11-23-16 198,624 5,143 19,468 360,000 5% 360,000 11-24-16 199,251 627 2,373 360,000 1% 360,000 11-25-16 199,755 504 1,908 360,000 1% 360,000 11-26-16 200,131 376 1,423 360,000 0% 360,000 11-27-16 200,467 336 1,272 360,000 0% 360,000 11-28-16 200,801 334 1,264 360,000 0% 360,000 11-29-16 200,922 121 458 360,000 0% 360,000 11-30-16 202,681 1,759 6,659 360,000 2% 360,000 12-01-16 204,855 2,174 8,229 360,000 2% 452,847 360,000 12-02-16 207,169 2,314 8,759 360,000 2% 360,000 12-03-16 209,337 2,168 8,207 360,000 2% 360,000 12-04-16 220,000 10,663 40,364 360,000 11% 360,000 12-05-16 230,000 10,000 37,854 360,000 11% 360,000 12-06-16 240,000 10,000 37,854 360,000 11% 360,000 12-07-16 250,000 10,000 37,854 360,000 11% 360,000 12-08-16 260,000 10,000 37,854 360,000 11% 360,000 12-09-16 270,000 10,000 37,854 360,000 11% 360,000 12-10-16 280,000 10,000 37,854 360,000 11% 360,000 12-11-16 300,000 20,000 75,708 360,000 21% 360,000 12-12-16 320,000 20,000 75,708 360,000 21% 360,000 12-13-16 330,000 10,000 37,854 360,000 11% 360,000 12-14-16 336,750 6,750 25,551 360,000 7% 360,000 12-15-16 343,500 6,750 25,551 360,000 7% 360,000 12-16-16 350,381 6,881 26,047 360,000 7% 360,000 12-17-16 352,412 2,031 7,688 360,000 2% 360,000 12-18-16 356,711 4,299 16,273 360,000 5% 360,000 12-19-16 360,342 3,631 13,745 360,000 4% 360,000 12-20-16 362,673 2,331 8,824 360,000 2% 360,000 12-21-16 364,365 1,692 6,405 360,000 2% 360,000 12-22-16 366,100 1,735 6,568 360,000 2% 360,000 12-23-16 368,169 2,069 7,832 360,000 2% 360,000 12-24-16 370,482 2,313 8,756 360,000 2% 360,000 12-25-16 373,279 2,797 10,588 360,000 3% 360,000 12-26-16 375,181 1,902 7,200 360,000 2% 360,000 12-27-16 379,361 4,180 15,823 360,000 4% 360,000 12-28-16 382,320 2,959 11,201 360,000 3% 360,000 12-29-16 385,022 2,702 10,228 360,000 3% 360,000 12-30-16 386,311 1,289 4,879 360,000 1% 360,000 12-31-16 390,469 4,158 15,740 360,000 4% 360,000 710,853

1-01-17 395,238 4,769 18,053 360,000 5% 360,000.00 1-02-17 398,341 3,103 11,746 360,000 3% 360,000.00

Page 6 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 1-03-17 401,469 3,128 11,841 360,000 3% 360,000.00 1-04-17 406,550 5,081 19,234 360,000 5% 360,000.00 1-05-17 411,560 5,010 18,965 360,000 5% 360,000.00 1-06-17 417,363 5,803 21,967 360,000 6% 360,000.00 1-07-17 426,846 9,483 35,897 360,000 10% 360,000.00 1-08-17 436,224 9,378 35,499 360,000 10% 360,000.00 1-09-17 441,853 5,629 21,308 360,000 6% 360,000.00 1-10-17 445,890 4,037 15,282 360,000 4% 360,000.00 1-11-17 449,910 4,020 15,217 360,000 4% 360,000.00 1-12-17 453,999 4,089 15,479 360,000 4% 360,000.00 1-13-17 458,100 4,101 15,524 360,000 4% 360,000.00 1-14-17 462,835 4,735 17,924 360,000 5% 360,000.00 1-15-17 471,446 8,611 32,596 360,000 9% 360,000.00 1-16-17 478,485 7,039 26,645 360,000 7% 360,000.00 1-17-17 482,460 3,975 15,047 360,000 4% 360,000.00 1-18-17 486,455 3,995 15,123 360,000 4% 360,000.00 1-19-17 490,445 3,990 15,104 360,000 4% 360,000.00 1-20-17 494,445 4,000 15,142 360,000 4% 360,000.00 1-21-17 498,469 4,024 15,232 360,000 4% 360,000.00 1-22-17 511,375 12,906 48,854 360,000 14% 360,000.00 1-23-17 516,752 5,377 20,354 360,000 6% 360,000.00 1-24-17 522,129 5,377 20,354 360,000 6% 360,000.00 1-25-17 527,506 5,377 20,354 360,000 6% 360,000.00 1-26-17 529,806 2,300 8,706 360,000 2% 360,000.00 1-27-17 532,884 3,078 11,651 360,000 3% 360,000.00 1-28-17 538,269 5,385 20,384 360,000 6% 360,000.00 1-29-17 543,728 5,459 20,664 360,000 6% 360,000.00 1-30-17 556,225 12,497 47,306 360,000 13% 20,851 360,000.00 1-31-17 561,225 5,000 18,927 360,000 5% 646,380 360,000.00 2-01-17 559,020 - 2,206 (8,349) 360,000 -2% 360,000.00 2-02-17 566,814 7,795 29,505 360,000 8% 360,000.00 2-03-17 575,669 8,855 33,520 360,000 9% 360,000.00 2-04-17 582,421 6,752 25,559 360,000 7% 360,000.00 2-05-17 586,811 4,390 16,618 360,000 5% 360,000.00 2-06-17 595,271 8,460 32,024 360,000 9% 360,000.00 2-07-17 604,863 9,592 36,310 360,000 10% 360,000.00 2-08-17 607,393 2,530 9,577 360,000 3% 360,000.00 2-09-17 609,941 2,548 9,645 360,000 3% 360,000.00 2-10-17 612,481 2,540 9,615 360,000 3% 360,000.00 2-11-17 624,872 12,391 46,905 360,000 13% 360,000.00 2-12-17 633,941 9,069 34,330 360,000 10% 360,000.00 2-13-17 646,769 12,828 48,559 360,000 13% 360,000.00 2-14-17 657,663 10,894 41,238 360,000 11% 360,000.00 2-15-17 666,928 9,265 35,072 360,000 10% 360,000.00 2-16-17 676,188 9,260 35,053 360,000 10% 360,000.00 2-17-17 694,728 18,540 70,181 360,000 19% 360,000.00 2-18-17 706,439 11,711 44,331 360,000 12% 360,000.00 2-19-17 714,821 8,382 31,729 360,000 9% 360,000.00 2-20-17 723,419 8,598 32,547 360,000 9% 360,000.00 2-21-17 727,784 4,365 16,523 360,000 5% 360,000.00 2-22-17 735,889 8,105 30,681 360,000 9% 360,000.00 2-23-17 743,994 8,105 30,681 360,000 9% 360,000.00 2-24-17 752,099 8,105 30,681 360,000 9% 360,000.00 2-25-17 768,311 16,212 61,369 360,000 17% 360,000.00 2-26-17 778,761 10,450 39,557 360,000 11% 360,000.00 2-27-17 785,756 6,995 26,479 360,000 7% 360,000.00 2-28-17 790,084 4,328 16,383 360,000 5% 866,323 360,000.00 3-01-17 794,412 4,328 16,383 360,000 5% 30,940 360,000.00 3-02-17 798,740 4,328 16,383 360,000 5% 360,000.00 3-03-17 803,068 4,328 16,383 360,000 5% 360,000.00 3-04-17 811,725 8,657 32,770 360,000 9% 360,000.00 3-05-17 822,390 10,665 40,371 360,000 11% 360,000.00

Page 7 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 3-06-17 822,998 608 2,302 360,000 1% 360,000.00 3-07-17 823,606 608 2,302 360,000 1% 360,000.00 3-08-17 824,214 608 2,302 360,000 1% 360,000.00 3-09-17 824,822 608 2,302 360,000 1% 360,000.00 3-10-17 825,430 608 2,302 360,000 1% 360,000.00 3-11-17 826,038 608 2,302 360,000 1% 360,000.00 3-12-17 826,646 608 2,302 360,000 1% 360,000.00 3-13-17 827,254 608 2,302 360,000 1% 360,000.00 3-14-17 827,862 608 2,302 360,000 1% 360,000.00 3-15-17 828,470 608 2,302 360,000 1% 360,000.00 3-16-17 829,078 608 2,302 360,000 1% 360,000.00 3-17-17 829,686 608 2,302 360,000 1% 360,000.00 3-18-17 830,294 608 2,302 360,000 1% 360,000.00 3-19-17 830,902 608 2,302 360,000 1% 360,000.00 3-20-17 831,510 608 2,302 360,000 1% 360,000.00 3-21-17 832,118 608 2,302 360,000 1% 360,000.00 3-22-17 832,726 608 2,302 360,000 1% 360,000.00 3-23-17 833,334 608 2,302 360,000 1% 360,000.00 3-24-17 833,942 608 2,302 360,000 1% 360,000.00 3-25-17 834,550 608 2,302 360,000 1% 360,000.00 3-26-17 835,158 608 2,302 360,000 1% 360,000.00 3-27-17 835,766 608 2,302 360,000 1% 360,000.00 3-28-17 836,374 608 2,302 360,000 1% 360,000.00 3-29-17 836,982 608 2,302 360,000 1% 360,000.00 3-30-17 837,590 608 2,302 360,000 1% 360,000.00 3-31-17 838,198 608 2,302 360,000 1% 182,131 360,000.00 4-01-17 838,806 608 2,302 360,000 1% 360,000.00 4-02-17 839,419 613 2,320 360,000 1% 360,000.00 4-03-17 840,191 772 2,922 360,000 1% 360,000.00 4-04-17 840,963 772 2,922 360,000 1% 360,000.00 4-05-17 841,735 772 2,922 360,000 1% 360,000.00 4-06-17 842,507 772 2,922 360,000 1% 360,000.00 4-07-17 843,279 772 2,922 360,000 1% 360,000.00 4-08-17 844,051 772 2,922 360,000 1% 360,000.00 4-09-17 844,823 772 2,922 360,000 1% 360,000.00 4-10-17 855,672 10,849 41,068 360,000 11% 360,000.00 4-11-17 864,131 8,459 32,021 360,000 9% 360,000.00 4-12-17 878,411 14,280 54,056 360,000 15% 360,000.00 4-13-17 887,369 8,958 33,910 360,000 9% 360,000.00 4-14-17 894,327 6,958 26,339 360,000 7% 360,000.00 4-15-17 904,311 9,984 37,793 360,000 10% 360,000.00 4-16-17 916,487 12,176 46,091 360,000 13% 360,000.00 4-17-17 928,941 12,454 47,143 360,000 13% 360,000.00 4-18-17 936,348 7,407 28,038 360,000 8% 360,000.00 4-19-17 947,913 11,565 43,778 360,000 12% 360,000.00 4-20-17 954,871 6,958 26,339 360,000 7% 360,000.00 4-21-17 968,311 13,440 50,876 360,000 14% 360,000.00 4-22-17 978,469 10,158 38,452 360,000 11% 360,000.00 4-23-17 984,361 5,892 22,304 360,000 6% 360,000.00 4-24-17 984,370 9 34 360,000 0% 360,000.00 4-25-17 984,410 40 151 360,000 0% 360,000.00 4-26-17 984,450 40 151 360,000 0% 360,000.00 4-27-17 984,490 40 151 360,000 0% 360,000.00 4-28-17 984,520 30 114 360,000 0% 360,000.00 4-29-17 984,535 15 57 360,000 0% 360,000.00 4-30-17 984,550 15 57 360,000 0% 554,001 360,000.00 5-01-17 984,600 50 189 360,000 0% 360,000.00 5-02-17 984,650 50 189 360,000 0% 360,000.00 5-03-17 984,740 90 341 360,000 0% 360,000.00 5-04-17 984,860 120 454 360,000 0% 360,000.00 5-05-17 985,413 553 2,093 360,000 1% 360,000.00 5-06-17 985,872 459 1,737 360,000 0% 360,000.00

Page 8 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 5-07-17 993,411 7,539 28,538 360,000 8% 360,000.00 5-08-17 995,214 1,803 6,825 360,000 2% 360,000.00 5-09-17 996,471 1,257 4,758 360,000 1% 360,000.00 5-10-17 997,836 1,365 5,167 360,000 1% 360,000.00 5-11-17 998,769 933 3,532 360,000 1% 360,000.00 5-12-17 999,554 785 2,972 360,000 1% 360,000.00 5-13-17 999,658 104 394 360,000 0% 360,000.00 5-14-17 999,831 173 655 360,000 0% 360,000.00 5-15-17 995,963 - 3,868 (14,642) 360,000 -4% 360,000.00 5-16-17 1,001,942 5,979 22,633 360,000 6% 360,000.00 5-17-17 1,001,718 - 224 (848) 360,000 0% 360,000.00 5-18-17 1,003,121 1,403 5,311 360,000 1% 360,000.00 5-19-17 1,005,269 2,148 8,131 360,000 2% 360,000.00 5-20-17 1,008,624 3,355 12,700 360,000 4% 360,000.00 5-21-17 1,010,134 1,510 5,716 360,000 2% 360,000.00 5-22-17 1,014,435 4,301 16,281 360,000 5% 360,000.00 5-23-17 1,018,736 4,301 16,281 360,000 5% 360,000.00 5-24-17 1,023,038 4,302 16,285 360,000 5% 360,000.00 5-25-17 1,024,903 1,865 7,060 360,000 2% 360,000.00 5-26-17 1,025,669 766 2,900 360,000 1% 360,000.00 5-27-17 1,026,421 752 2,847 360,000 1% 360,000.00 5-28-17 1,028,862 2,441 9,240 360,000 3% 360,000.00 5-29-17 1,032,056 3,194 12,091 360,000 3% 360,000.00 5-30-17 1,035,250 3,194 12,091 360,000 3% 360,000.00 5-31-17 1,038,445 3,195 12,094 360,000 3% 204,014 360,000.00 6-01-17 1,040,069 1,624 6,147 360,000 2% 360,000.00 6-02-17 1,043,311 3,242 12,272 360,000 3% 360,000.00 6-03-17 1,046,748 3,437 13,010 360,000 4% 360,000.00 6-04-17 1,048,621 1,873 7,090 360,000 2% 360,000.00 6-05-17 1,051,911 3,290 12,454 360,000 3% 360,000.00 6-06-17 1,055,201 3,290 12,454 360,000 3% 360,000.00 6-07-17 1,058,491 3,290 12,454 360,000 3% 360,000.00 6-08-17 1,060,598 2,107 7,976 360,000 2% 360,000.00 6-09-17 1,062,380 1,782 6,746 360,000 2% 360,000.00 6-10-17 1,066,438 4,058 15,361 360,000 4% 360,000.00 6-11-17 1,068,769 2,331 8,824 360,000 2% 360,000.00 6-12-17 1,070,730 1,961 7,423 360,000 2% 360,000.00 6-13-17 1,072,691 1,961 7,423 360,000 2% 360,000.00 6-14-17 1,074,651 1,960 7,419 360,000 2% 360,000.00 6-15-17 1,077,990 3,339 12,639 360,000 4% 360,000.00 6-16-17 1,080,771 2,781 10,527 360,000 3% 360,000.00 6-17-17 1,082,369 1,598 6,049 360,000 2% 360,000.00 6-18-17 1,085,481 3,112 11,780 360,000 3% 360,000.00 6-19-17 1,089,122 3,641 13,783 360,000 4% 360,000.00 6-20-17 1,092,763 3,641 13,783 360,000 4% 360,000.00 6-21-17 1,096,403 3,640 13,779 360,000 4% 360,000.00 6-22-17 1,097,772 1,369 5,182 360,000 1% 360,000.00 6-23-17 1,099,885 2,113 7,999 360,000 2% 360,000.00 6-24-17 1,105,804 5,919 22,406 360,000 6% 360,000.00 6-25-17 1,105,857 53 201 360,000 0% 360,000.00 6-26-17 1,107,572 1,715 6,492 360,000 2% 360,000.00 6-27-17 1,109,287 1,715 6,492 360,000 2% 360,000.00 6-28-17 1,111,003 1,716 6,496 360,000 2% 360,000.00 6-29-17 1,112,569 1,566 5,928 360,000 2% 360,000.00 6-30-17 1,114,796 2,227 8,430 360,000 2% 289,019 360,000.00 7-01-17 1,115,769 973 3,683 360,000 1% 360,000.00 7-02-17 1,116,431 662 2,506 360,000 1% 360,000.00 7-03-17 1,119,940 3,509 13,283 360,000 4% 360,000.00 7-04-17 1,123,449 3,509 13,283 360,000 4% 360,000.00 7-05-17 1,126,957 3,508 13,279 360,000 4% 360,000.00 7-06-17 1,129,777 2,820 10,675 360,000 3% 360,000.00 7-07-17 1,132,305 2,528 9,569 360,000 3% 360,000.00

Page 9 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 7-08-17 1,136,469 4,164 15,762 360,000 4% 360,000.00 7-09-17 1,139,028 2,559 9,687 360,000 3% 360,000.00 7-10-17 1,141,794 2,766 10,470 360,000 3% 360,000.00 7-11-17 1,144,560 2,766 10,470 360,000 3% 360,000.00 7-12-17 1,147,326 2,766 10,470 360,000 3% 360,000.00 7-13-17 1,150,091 2,765 10,467 360,000 3% 360,000.00 7-14-17 1,152,719 2,628 9,948 360,000 3% 360,000.00 7-15-17 1,154,389 1,670 6,322 360,000 2% 360,000.00 7-16-17 1,157,997 3,608 13,658 360,000 4% 360,000.00 7-17-17 1,161,223 3,226 12,212 360,000 3% 360,000.00 7-18-17 1,164,769 3,546 13,423 360,000 4% 360,000.00 7-19-17 1,169,096 4,327 16,379 360,000 5% 360,000.00 7-20-17 1,171,589 2,493 9,437 360,000 3% 360,000.00 7-21-17 1,173,799 2,210 8,366 360,000 2% 360,000.00 7-22-17 1,176,010 2,211 8,370 360,000 2% 360,000.00 7-23-17 1,179,421 3,411 12,912 360,000 4% 360,000.00 7-24-17 1,181,862 2,441 9,240 360,000 3% 360,000.00 7-25-17 1,183,769 1,907 7,219 360,000 2% 360,000.00 7-26-17 1,185,532 1,763 6,674 360,000 2% 360,000.00 7-27-17 1,187,609 2,077 7,862 360,000 2% 360,000.00 7-28-17 1,189,407 1,798 6,806 360,000 2% 360,000.00 7-29-17 1,190,469 1,062 4,020 360,000 1% 360,000.00 7-30-17 1,194,498 4,029 15,251 360,000 4% 360,000.00 7-31-17 1,197,875 3,377 12,783 360,000 4% 314,487 360,000.00 8-01-17 1,201,252 3,377 12,783 360,000 4% 360,000.00 8-02-17 1,204,629 3,377 12,783 360,000 4% 360,000.00 8-03-17 1,209,013 4,384 16,595 360,000 5% 360,000.00 8-04-17 1,212,091 3,078 11,651 360,000 3% 360,000.00 8-05-17 1,216,489 4,398 16,648 360,000 5% 360,000.00 8-06-17 1,220,104 3,615 13,684 360,000 4% 360,000.00 8-07-17 1,223,274 3,170 12,000 360,000 3% 360,000.00 8-08-17 1,226,444 3,170 12,000 360,000 3% 360,000.00 8-09-17 1,229,613 3,169 11,996 360,000 3% 360,000.00 8-10-17 1,231,981 2,368 8,964 360,000 2% 360,000.00 8-11-17 1,234,389 2,408 9,115 360,000 3% 360,000.00 8-12-17 1,237,472 3,083 11,670 360,000 3% 360,000.00 8-13-17 1,240,519 3,047 11,534 360,000 3% 360,000.00 8-14-17 1,243,566 3,047 11,534 360,000 3% 360,000.00 8-15-17 1,246,613 3,047 11,534 360,000 3% 360,000.00 8-16-17 1,249,660 3,047 11,534 360,000 3% 360,000.00 8-17-17 1,255,747 6,087 23,042 360,000 6% 360,000.00 8-18-17 1,258,839 3,092 11,704 360,000 3% 360,000.00 8-19-17 1,264,471 5,632 21,319 360,000 6% 360,000.00 8-20-17 1,271,889 7,418 28,080 360,000 8% 360,000.00 8-21-17 1,275,139 3,250 12,303 360,000 3% 360,000.00 8-22-17 1,278,389 3,250 12,303 360,000 3% 360,000.00 8-23-17 1,281,638 3,249 12,299 360,000 3% 360,000.00 8-24-17 1,283,291 1,653 6,257 360,000 2% 360,000.00 8-25-17 1,285,429 2,138 8,093 360,000 2% 360,000.00 8-26-17 1,288,090 2,661 10,073 360,000 3% 360,000.00 8-27-17 1,291,395 3,305 12,511 360,000 3% 360,000.00 8-28-17 1,294,450 3,055 11,564 360,000 3% 360,000.00 8-29-17 1,297,326 2,876 10,887 360,000 3% 360,000.00 8-30-17 1,299,481 2,155 8,158 360,000 2% 360,000.00 8-31-17 1,305,331 5,850 22,145 360,000 6% 406,764 360,000.00 9-01-17 1,307,807 2,476 9,373 360,000 3% 360,000.00 9-02-17 1,310,411 2,604 9,857 360,000 3% 360,000.00 9-03-17 1,312,823 2,412 9,130 360,000 3% 360,000.00 9-04-17 1,315,950 3,127 11,837 360,000 3% 360,000.00 9-05-17 1,319,077 3,127 11,837 360,000 3% 360,000.00 9-06-17 1,322,204 3,127 11,837 360,000 3% 360,000.00 9-07-17 1,325,079 2,875 10,883 360,000 3% 360,000.00

Page 10 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 9-08-17 1,327,098 2,019 7,643 360,000 2% 360,000.00 9-09-17 1,329,748 2,650 10,031 360,000 3% 360,000.00 9-10-17 1,332,455 2,707 10,247 360,000 3% 360,000.00 9-11-17 1,336,211 3,756 14,218 360,000 4% 360,000.00 9-12-17 1,339,268 3,057 11,572 360,000 3% 360,000.00 9-13-17 1,340,549 1,281 4,849 360,000 1% 360,000.00 9-14-17 1,342,755 2,206 8,351 360,000 2% 360,000.00 9-15-17 1,345,447 2,692 10,190 360,000 3% 360,000.00 9-16-17 1,348,139 2,692 10,190 360,000 3% 360,000.00 9-17-17 1,350,832 2,693 10,194 360,000 3% 360,000.00 9-18-17 1,355,906 5,074 19,207 360,000 5% 360,000.00 9-19-17 1,356,331 425 1,609 360,000 0% 360,000.00 9-20-17 1,356,856 525 1,987 360,000 1% 360,000.00 9-21-17 1,358,481 1,625 6,151 360,000 2% 360,000.00 9-22-17 1,360,728 2,247 8,506 360,000 2% 360,000.00 9-23-17 1,362,469 1,741 6,590 360,000 2% 360,000.00 9-24-17 1,365,340 2,871 10,868 360,000 3% 360,000.00 9-25-17 1,369,064 3,724 14,097 360,000 4% 360,000.00 9-26-17 1,381,951 12,887 48,782 360,000 14% 360,000.00 9-27-17 1,383,821 1,870 7,079 360,000 2% 360,000.00 9-28-17 1,385,801 1,980 7,495 360,000 2% 360,000.00 9-29-17 1,388,452 2,651 10,035 360,000 3% 360,000.00 9-30-17 1,390,469 2,017 7,635 360,000 2% 322,281 360,000.00 10-01-17 1,394,306 3,837 14,525 360,000 4% 360,000.00 10-02-17 1,396,940 2,634 9,971 360,000 3% 360,000.00 10-03-17 1,398,561 1,621 6,136 360,000 2% 360,000.00 10-04-17 1,400,182 1,621 6,136 360,000 2% 360,000.00 10-05-17 1,401,873 1,691 6,401 360,000 2% 360,000.00 10-06-17 1,403,484 1,611 6,098 360,000 2% 360,000.00 10-07-17 1,408,364 4,880 18,473 360,000 5% 360,000.00 10-08-17 1,410,169 1,805 6,833 360,000 2% 360,000.00 10-09-17 1,413,607 3,438 13,014 360,000 4% 360,000.00 10-10-17 1,415,211 1,604 6,072 360,000 2% 360,000.00 10-11-17 1,416,341 1,130 4,278 360,000 1% 360,000.00 10-12-17 1,418,653 2,312 8,752 360,000 2% 360,000.00 10-13-17 1,421,199 2,546 9,638 360,000 3% 360,000.00 10-14-17 1,423,229 2,030 7,684 360,000 2% 360,000.00 10-15-17 1,426,985 3,756 14,218 360,000 4% 360,000.00 10-16-17 1,432,822 5,837 22,095 360,000 6% 360,000.00 10-17-17 1,434,408 1,586 6,004 360,000 2% 360,000.00 10-18-17 1,437,467 3,059 11,580 360,000 3% 360,000.00 10-19-17 1,439,859 2,392 9,055 360,000 3% 360,000.00 10-20-17 1,441,649 1,790 6,776 360,000 2% 360,000.00 10-21-17 1,444,694 3,045 11,527 360,000 3% 360,000.00 10-22-17 1,447,844 3,150 11,924 360,000 3% 360,000.00 10-23-17 1,451,939 4,095 15,501 360,000 4% 360,000.00 10-24-17 1,453,919 1,980 7,495 360,000 2% 360,000.00 10-25-17 1,456,688 2,769 10,482 360,000 3% 360,000.00 10-26-17 1,459,470 2,782 10,531 360,000 3% 360,000.00 10-27-17 1,463,381 3,911 14,805 360,000 4% 360,000.00 10-28-17 1,465,321 1,940 7,344 360,000 2% 360,000.00 10-29-17 1,466,891 1,570 5,943 360,000 2% 360,000.00 10-30-17 1,468,722 1,831 6,931 360,000 2% 360,000.00 10-31-17 1,470,661 1,939 7,340 360,000 2% 303,559 360,000.00 11-01-17 1,473,469 2,808 10,629 360,000 3% 360,000.00 11-02-17 1,475,782 2,313 8,756 360,000 2% 360,000.00 11-03-17 1,477,143 1,361 5,152 360,000 1% 360,000.00 11-04-17 1,479,688 2,545 9,634 360,000 3% 360,000.00 11-05-17 1,481,012 1,324 5,012 360,000 1% 360,000.00 11-06-17 1,482,336 1,324 5,012 360,000 1% 360,000.00 11-07-17 1,483,660 1,324 5,012 360,000 1% 360,000.00 11-08-17 1,484,983 1,323 5,008 360,000 1% 360,000.00

Page 11 of 12 Calabogie Peaks Resort Permit to Take Water 3587-8KDLBF

www.environet.ene.gov.on.ca/wtrs Supplies the Hotel, Pines & Cedars buildings. The Lodge, O'Brien's & First Tracks were connected June 2012 & the Pumphouse September 2016

3.7854 Daily Counter Daily Daily PTTW Capacity Monthly Monthly PTTW Date USG USG L Daily Cap Utilization L Month Flow L Daily Cap 11-09-17 1,486,469 1,486 5,625 360,000 2% 360,000.00 11-10-17 1,488,242 1,773 6,712 360,000 2% 360,000.00 11-11-17 1,490,037 1,795 6,795 360,000 2% 360,000.00 11-12-17 1,491,832 1,795 6,795 360,000 2% 360,000.00 11-13-17 1,493,626 1,794 6,791 360,000 2% 360,000.00 11-14-17 1,496,432 2,806 10,622 360,000 3% 360,000.00 11-15-17 1,497,506 1,074 4,066 360,000 1% 360,000.00 11-16-17 1,498,471 965 3,653 360,000 1% 360,000.00 11-17-17 1,499,681 1,210 4,580 360,000 1% 360,000.00 11-18-17 1,500,431 750 2,839 360,000 1% 360,000.00 11-19-17 1,501,761 1,330 5,035 360,000 1% 360,000.00 11-20-17 1,502,978 1,217 4,607 360,000 1% 360,000.00 11-21-17 1,504,195 1,217 4,607 360,000 1% 360,000.00 11-22-17 1,505,411 1,216 4,603 360,000 1% 360,000.00 11-23-17 1,507,349 1,938 7,336 360,000 2% 360,000.00 11-24-17 1,513,761 6,412 24,272 360,000 7% 360,000.00 11-25-17 1,515,469 1,708 6,465 360,000 2% 360,000.00 11-26-17 1,517,838 2,369 8,968 360,000 2% 360,000.00 11-27-17 1,519,412 1,574 5,958 360,000 2% 360,000.00 11-28-17 1,521,069 1,657 6,272 360,000 2% 360,000.00 11-29-17 1,522,871 1,802 6,821 360,000 2% 360,000.00 11-30-17 1,524,788 1,917 7,257 360,000 2% 204,892 360,000.00 12-01-17 1,526,482 1,694 6,412 360,000 2% 360,000.00 12-02-17 1,528,807 2,325 8,801 360,000 2% 360,000.00 12-03-17 1,530,468 1,661 6,288 360,000 2% 360,000.00 12-04-17 1,532,723 2,255 8,536 360,000 2% 360,000.00 12-05-17 1,534,978 2,255 8,536 360,000 2% 360,000.00 12-06-17 1,537,234 2,256 8,540 360,000 2% 360,000.00 12-07-17 1,538,814 1,580 5,981 360,000 2% 360,000.00 12-08-17 1,540,461 1,647 6,235 360,000 2% 360,000.00 12-09-17 1,542,379 1,918 7,260 360,000 2% 360,000.00 12-10-17 1,544,120 1,741 6,590 360,000 2% 360,000.00 12-11-17 1,546,320 2,200 8,328 360,000 2% 360,000.00 12-12-17 1,548,321 2,001 7,575 360,000 2% 360,000.00 12-13-17 1,550,481 2,160 8,176 360,000 2% 360,000.00 12-14-17 1,552,769 2,288 8,661 360,000 2% 360,000.00 12-15-17 1,554,162 1,393 5,273 360,000 1% 360,000.00 12-16-17 1,559,011 4,849 18,355 360,000 5% 360,000.00 12-17-17 1,563,291 4,280 16,202 360,000 5% 360,000.00 12-18-17 1,565,194 1,903 7,204 360,000 2% 360,000.00 12-19-17 1,567,440 2,246 8,502 360,000 2% 360,000.00 12-20-17 1,569,010 1,570 5,943 360,000 2% 360,000.00 12-21-17 1,571,223 2,213 8,377 360,000 2% 360,000.00 12-22-17 1,573,099 1,876 7,101 360,000 2% 360,000.00 12-23-17 1,574,991 1,892 7,162 360,000 2% 360,000.00 12-24-17 1,575,660 669 2,532 360,000 1% 360,000.00 12-25-17 1,576,117 457 1,730 360,000 0% 360,000.00 12-26-17 1,581,264 5,147 19,483 360,000 5% 360,000.00 12-27-17 1,596,217 14,953 56,603 360,000 16% 360,000.00 12-28-17 1,605,122 8,905 33,709 360,000 9% 360,000.00 12-29-17 1,615,487 10,365 39,236 360,000 11% 360,000.00 12-30-17 1,617,621 2,134 8,078 360,000 2% 360,000.00 12-31-17 1,619,469 1,848 6,995 360,000 2% 358,405 360,000.00

Page 12 of 12

APPENDIX D

Drinking and Ground Water Quality Data

AZIMUTH ENVIRONMENTAL CONSULTING, INC.

CERTIFICATE OF ANALYSIS Final Report

C.O.C.: DW 20531 REPORT No. B17-20531

Report To: Caduceon Environmental Laboratories Calabogie Peaks Resort ULC 2378 Holly Lane P.O Box 90, 30 Barrett Chute Rd Ottawa Ontario K1V 7P1 Calabogie ON K0J 1H0 Canada Tel: 613-526-0123 Attention: Paul Murphy Fax: 613-526-1244 DATE RECEIVED: 20-Jul-17 JOB/PROJECT NO.: DATE REPORTED: 25-Jul-17 P.O. NUMBER: SAMPLE MATRIX: Drinking Water WATERWORKS NO.

Client I.D. Calabogie Hotel Raw Water- Before Treatment Sample I.D. B17-20531-1 Date Collected 19-Jul-17 Reference Date/Site Parameter Units R.L. Method Analyzed Hardness (as CaCO3) mg/L 1 SM 3120 21-Jul-17/O 227 TDS (Calc. from Cond.) mg/L Calc. 21-Jul-17 231 pH @25°C pH Units SM 4500H 20-Jul-17/O 7.92 Colour TCU 2 SM 2120C 21-Jul-17/O 4 Turbidity NTU 0.1 SM 2130 24-Jul-17/O 19.3 Chloride mg/L 0.5 SM4110C 20-Jul-17/O 14.0 Fluoride mg/L 0.1 SM4110C 20-Jul-17/O < 0.1 Nitrite (N) mg/L 0.1 SM4110C 20-Jul-17/O < 0.1 Nitrate (N) mg/L 0.1 SM4110C 20-Jul-17/O 0.4 Sulphate mg/L 1 SM4110C 20-Jul-17/O 11 Sulphide mg/L 0.01 SM4500-S2 24-Jul-17/K < 0.01 Arsenic mg/L 0.0001 EPA 200.8 24-Jul-17/O 0.0001 Calcium mg/L 0.02 SM 3120 21-Jul-17/O 72.8 Boron mg/L 0.005 SM 3120 21-Jul-17/O 0.010 Iron mg/L 0.005 SM 3120 21-Jul-17/O 0.127 Manganese mg/L 0.001 SM 3120 21-Jul-17/O < 0.001 Sodium mg/L 0.2 SM 3120 21-Jul-17/O 13.1 Total Coliform cfu/100mL 1 MOE E3407 20-Jul-17/O 0 E coli cfu/100mL 1 MOE E3407 20-Jul-17/O 0

R.L. = Reporting Limit Krystyna Pipin , M. Sc. Test methods may be modified from specified reference method unless indicated by an * Lab Supervisor Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill The analytical results reported herein refer to the samples as received. Reproduction of this analytical report in full or in part is prohibited without prior consent from Caduceon Environmental Laboratories. Page 1 of 1.

Appendix D: Raw Water Chemistry Summary

CWTS Well Raw Water Parameter Units ODWQS 10-Apr-86 19-Jul-17 Hardness mg/L 80-100 - 227 pH @ 25C pH Units 6.5-8.5 - 7.92 TDS mg/L - 305 231 Color TCU 5 2.5 4 Chloride mg/L 250 9 14 Fluoride mg/L 1.5 0.04 < 0.1 Nitrite mg/L 1 < 0.03 < 0.1 Nitrate mg/L 10 0.4 0.4 Sulphate mg/L 500 17 11 Arsenic mg/L 0.025-0.010 < 0.01 < 0.0001 Boron mg/L 5 0.02 0.01 Cadmium mg/L - <0.005 - Calcium mg/L - - 72.8 Iron mg/L 0.3 < 0.05 0.127 Magnesium mg/L - - - Manganese mg/L 0.05 < 0.05 < 0.001 Sodium mg/L 200, 20 - 13.1 Uranium mg/L 0.02 < 0.02 - Total Coliform cfu/100mL 0 0 0 E coli cfu/100mL 0 0 0 Turbidity NTU 5 < 1 19.3 Sulphide mg/L - - <0.01 PBSSDS Monitoring Chemistry Summary

Ammonia + Total Suspended Total Feacal Parameter Ammonium BOD5 Nitrites Nitrates Fluoride Chloride DOC Phosphorus Solids Coliform Coliform Nitrogen Date C of A Effluent 1 mg/L 1 mg/L 5 mg/L 5 mg/L ------Guideline Unit mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L cfu/100mL cfu/100mL Aug 4 2007 Well 1 0.04 0.03 < 3 3 < 0.01 0.4 0.02 - - - - Feb 5 2008 Well 1 < 0.01 < 0.01 < 3 6 < 0.01 0.3 0.02 - - - - May 14 2008 Well 1 0.09 < 0.01 < 3 3 < 0.01 0.4 0.02 - - - - Aug 19 2008 Well 1 1.95 0.27 5 3 < 0.01 < 0.01 0.02 - - - - Nov 8 2008 Well 1 0.04 0.05 3 30 < 0.01 0.3 0.02 - - - - Feb 23 2009 Well 1 < 0.01 0.07 < 3 19 < 0.01 0.3 0.02 - - - - May 25 2009 Well 1 < 0.01 0.07 < 3 140 < 0.01 0.3 < 0.1 - - - - Feb 3 2017 Well 1 < 0.01 0.85 7 804 < 0.01 0.3 87.9 7.1 80 < 0.10 Feb 22 2017 Well 1 0.05 0.07 < 3 60 < 0.01 0.5 48 1.9 0 0 June 5 2017 Well 1 0.05 0.02 < 3 5 < 0.1 0.5 48 1.5 0 0 November 22 2017 Well 1 < 0.01 0.09 8 42 < 0.1 0.1 26.6 5.2 0 0 February 21 2018 Well 1 0.04 0.02 6 < 3 < 0.1 0.4 86.7 2.0 0 0 Aug 4 2007 Well 2 <0.35 0.03 < 3 3 < 0.01 0.3 0.02 - - - - Feb 5 2008 Well 2 < 0.01 < 0.01 < 3 3 < 0.01 < 0.1 0.02 - - - - May 14 2008 Well 2 < 0.01 < 0.01 < 3 3 < 0.01 0.3 0.02 - - - - Aug 19 2008 Well 2 < 0.01 < 0.01 < 3 8 < 0.01 0.01 0.02 - - - - Nov 8 2008 Well 2 0.04 < 0.01 < 3 3 < 0.01 0.2 0.02 - - - - Feb 23 2009 Well 2 0.28 < 0.01 dry dry dry dry dry - - - - May 25 2009 Well 2 dry dry < 3 3 < 0.01 0.1 0.02 - - - - Feb 3 2017 Well 2 < 0.01 1.97 < 6 832 < 0.01 0.2 97.5 7.3 400 100 Feb 22 2017 Well 2 < 0.01 < 0.01 5 10 < 0.01 0.5 175 1.4 0 0 June 5 2017 Well 2 0.02 0.02 < 3 < 3 < 0.1 0.5 118 1.6 0 0 November 22 2017 Well 2 < 0.01 0.05 6 6 < 0.1 0.2 91.4 3.4 0 0 February 21 2018 Well 2 0.01 0.01 6 < 3 < 0.1 0.4 86.4 1.9 0 0 Aug 4 2007 Well 3 0.25 0.03 < 3 5 < 0.01 0.1 0.02 - - - - Feb 5 2008 Well 3 0.03 < 0.01 < 3 17 < 0.01 0.1 0.02 - - - - May 14 2008 Well 3 0.08 < 0.01 < 3 3 < 0.01 0.1 0.02 - - - - Aug 19 2008 Well 3 0.08 < 0.01 < 3 5 < 0.01 < 0.01 0.01 - - - - Nov 8 2008 Well 3 0.05 0.01 < 3 9 < 0.01 0.1 0.01 - - - - Feb 23 2009 Well 3 0.1 0.17 dry dry dry dry dry - - - - May 25 2009 Well 3 dry dry < 3 115 < 0.01 0.2 0.02 - - - - Feb 3 2017 Well 3 0.07 2.15 7 748 < 0.01 0.2 - 137 6.2 10000 240 Feb 22 2017 Well 3 0.15 0.09 < 3 67 0.2 < 0.01 - 464 4 0 0 June 5 2017 Well 3 0.22 0.04 < 3 8 < 0.5 < 0.5 - 371 4.7 0 0 PBSSDS Monitoring Chemistry Summary

Ammonia + Total Suspended Total Feacal Parameter Ammonium BOD5 Nitrites Nitrates Fluoride Chloride DOC Phosphorus Solids Coliform Coliform Nitrogen Date C of A Effluent 1 mg/L 1 mg/L 5 mg/L 5 mg/L ------Guideline Unit mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L cfu/100mL cfu/100mL November 22 2017 Well 3 0.1 0.2 20 57 < 0.1 < 0.1 - 250 7.7 0 0 February 21 2018 Well 3 0.03 0.01 6 4 < 0.1 0.4 - 78.8 1.8 0 0 Aug 4 2007 Well 4 1.07 0.06 4 53 < 0.01 < 0.1 0.02 - - - - Feb 5 2008 Well 4 0.47 < 0.01 < 3 36 < 0.01 < 0.1 0.02 - - - - May 14 2008 Well 4 1.02 0.04 < 3 42 < 0.01 < 0.1 0.02 - - - - Aug 19 2008 Well 4 0.58 0.02 < 3 9 < 0.01 < 0.01 0.02 - - - - Nov 8 2008 Well 4 0.39 < 0.01 4 < 3 < 0.01 < 0.1 0.02 - - - - Feb 23 2009 Well 4 1.42 0.01 dry dry dry dry dry - - - - May 25 2009 Well 4 dry dry 3 35 < 0.01 < 0.1 0.02 - - - - Feb 3 2017 Well 4 0.14 0.35 27 148 < 0.01 0.2 - 137 8.3 1200000 590 Feb 22 2017 Well 4 0.06 0.1 4 63 < 0.01 < 0.01 - 120 6.4 0 0 June 5 2017 Well 4 1.29 0.07 < 3 18 0.2 < 0.1 - 77 2.5 0 0 November 22 2017 Well 4 < 0.01 0.12 6 71 < 0.1 < 0.1 - 40.5 9.6 1 1 February 21 2018 Well 4 0.03 0.03 6 6 < 0.1 0.4 - 79.8 2.0 0 0