2020-09-08 Hydrogeological Assessment, 388113 Mono Centre

CAMBIUM INC. 866.217.7900 cambium-inc.com

Peterborough |Barrie | Oshawa | Kingston

Pumping Test, 388113 Mono Centre Road, Mono

2020-09-08

Prepared for: Mono Centre Brewing Company Ltd.

© Cambium 2019 Reference No.: 10054-002


Mono Centre Brewing Company Ltd.

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Table of Contents

1.0 Introduction .......................................................................................................1

1.1 Site Description ........................................................................................................... 1

2.0 Methodology .....................................................................................................2

2.1 Water Well Records .................................................................................................... 2

3.0 Results ...............................................................................................................5

3.1 Groundwater Quality ................................................................................................... 6

4.0 Discussion ........................................................................................................7

5.0 Closing ..............................................................................................................9

6.0 References ..................................................................................................... 10

List of Embedded Tables

Table 1: Contacted Properties .................................................................................................... 4

Table 2: Well Information ........................................................................................................... 5

List of Appended Figures

Figure 1 Site Plan

Figure 2 Monitoring Well Locations

Figure 3 Water Level Measurements

List of Appendices

Appendix A Certificate of Analysis

Appendix B Resident Letter

Appendix C Well Records



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1.0 Introduction

Mono Centre Brewing Company Ltd. (Client) retained Cambium Inc. (Cambium) to complete a

pumping test at 388113 Mono Centre Road, Orangeville (hereafter referred to as the Site).

The Client proposes to construct a micro-brewery at the Site that will require an estimated

7,050 L of water for daily operations. The purpose of the pumping test was to determine if the

existing on-site supply well can sustainably provide water for the proposed development while

ensuring that there is no influence on neighboring water supply wells.

1.1 Site Description

The Site is approximately 21.5 hectares (ha) and is rectangular in shape. At present, the Site

exists as rural/forested land with one dwelling located on the property.

The topography of the Site is flat to hummocky, with the highest point being located centrally in

the property. Topography at the Site generally slopes to the northeast. The Site is bound to the

south by Mono Centre Road and to the east by 5 Line East. Rural and rural residential land

use is adjacent to the Site on all sides. Surface water mapping indicates that the headwaters of

a small watercourse are found in the northeastern corner of the Site which flows northward.

The Site boundaries have been outlined on Figure 1.

The dwelling is provided potable water by a private supply well and an on-site wastewater

treatment system. The proposed micro-brewery will involve construction of a new building at

the Site. The existing dwelling will remain on-site as part of the proposed development. The

combined daily water demand of the dwelling and the proposed micro-brewery operations is

7,050 L/day (as indicated by the Client).



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2.0 Methodology

Cambium completed a preliminary hydrogeological assessment of the Site (Cambium Inc.,

2020) prior to the pumping test outlined herein. The preliminary hydrogeological assessment

included a Site visit and a well investigation. During the investigation the wellhead of the on-

site supply well was observed to be installed in a well pit and covered with insulating foam.

Due to these conditions the well could not be safely accessed for further investigation. It was

recommended that the wellhead of the on-site supply well be extended and brought into

compliance with Ontario Regulation 903. On August 20, 2020 the Client retained the services

of licenced well contractor to make the recommended improvements to the on-site supply well.

Water from the well is treated with a softener prior to consumption. To complete the pumping

test the existing plumbing and pump were utilized. Water was discharged from a tap that is

offline from any form of treatment (i.e., a raw water tap). The water level of the supply well was

monitored continuously during the pumping test using a pressure transducer level logger

device. Water was disposed to ground surface north of the existing dwelling.

Within the final hour of the pumping test a water sample was collected for those parameters

outlined in Tables 1, 2 and 3 of Guideline D-5-5 (Ministry of the Environment, 1996). The

groundwater sample was analyzed at Caduceon Laboratories. The certificate of analysis is

attached in Appendix A.

2.1 Water Well Records

According to the Ministry of Environment, Conservation and Parks (MECP) Water Well

Information System (WWIS) mapping there are 13 water well records located within

approximately 500 m of the Site boundaries.

Of the 13 water well records, 11 detailed the installation of drilled wells, 1 detailed the

installation of a bored/dug well and 1 detailed the abandonment of a well.

The stratigraphy information provided in the well records indicates that the overburden

generally consisted of coarse grained sediments; however there were regular occurrences of



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fine grained (silt and clay) lenses at depth. All of the drilled wells were installed in shale

bedrock. The following conclusions were drawn from a review of the water well records:

The depth of overburden ranged between 18.60 mbgs and 70.12 mbgs (average of

37.47 mbgs).

The total depth of the drilled wells varied between 44.21 mbgs and 127.44 mbgs

(average of 77.11 mbgs).

Groundwater within the shale bedrock was encountered between the depths of 21.34

mbgs and 96.04 mbgs (average 53.81 mbgs).

Static water levels reported from the drilled wells ranged between depths of 10.67 mbgs

and 36.59 mbgs (average 22.64 mbgs).

The recommended flow rate of the drilled wells ranged from 0.5 gallons per minute

(gpm) to 10 gpm (average of 3.68 gpm (approximately 11 L/min)).

These data indicate that there is a bedrock aquifer in the area that can produce a reasonably

reliable source of water. A map of the water well records within 500 m of the Site is attached

as Figure 2.

Letters requesting permission to investigate and monitor private, off-site, supply wells during

the pumping test were sent to six adjacent properties. Three adjacent property owners

responded to the letter, and their supply wells were monitored during the pumping test. See

Table 1 for more information. The location of the private supply wells included in the

assessment are outlined on Figure 2. A copy of the letter distributed to the adjacent property

owners is attached in Appendix B.

Well tags were recorded at each of the monitoring wells. The well record for on-site supply well

was assumed based upon its location in the MECP WWIS. The well records indicate that all

the wells are installed in shale bedrock. The well record numbers are outlined in Table 2. Well

records of the supply well (inferred from well details and mapped location) and monitoring

wells (confirmed by well tags) are attached in Appendix C.



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Table 1: Contacted Properties

Address Notes 388087 Mono Centre Rd. This property is owned by the Client. The supply well that

services this property was monitored during the pumping test.

388114 Mono Centre Rd. Contact was made with this property owner. The supply well that services this property was monitored during the pumping test.

388128 Mono Centre Rd. Contact was made with this property owner. The supply well that services this property was monitored during the pumping test.

874615 5th Line East Contact could not be made with property owner. 875003 5th Line East Contact could not be made with property owner. 875001 5th Line East Contact could not be made with property owner.



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3.0 Results

The pre-pumping test water levels (assumed static) and well depths measured by Cambium

staff on August 25, 2020, prior to the commencement of the pumping test are outlined below in

Table 2.

Table 2: Well Information Well Well

Record No. Static Water Level (mtop)

Depth (mtop)

Stickup (m)

Distance from on-site Supply Well (m)

On-Site Supply Well 1701067 (1) 13.54 51.00 0.61 0 388087 Mono Centre Rd. A071526 12.08 84.00 0.41 228 388114 Mono Centre Rd. A024724 21.14 61.00 0.48 360 388128 Mono Centre Rd. A189160 21.28 67.00 0.36 330

1. Assumed well record.

2. mtop = metres below stop of pipe

To complete the pumping test, water was discharged through a raw water tap and allowed to

flow at that maximum possible rate. The pumping test commenced at 08:14 and was

completed for a total of 392 minutes (finishing at 14:46). The average discharge rate achieved

during the pumping test was 18 L/minute, which equates to a total of approximately 7,056 L of

water withdrawn from the well. The water level in the on-site supply well lowered continuously

during the pumping test to a maximum water level of 30.88 mtop (a drawdown of 17.34 m).

After water withdrawal ceased the water level recovered to 13.89 mtop (98% of static

conditions) by 08:14 on August 26, 2020.

The drawdown curve developed a sawtooth pattern during the pumping test. This pattern was

caused by inline pressure tank constantly filling and draining during the pumping test. The

presence of the pressure tank does not influence the interpretation of the results discussed

herein, and reflects the actual usage or pumping cycles anticipated at maximum demand from

the proposed development.

The specific capacity of the well is estimated from the overall drawdown and the pumping rate

and provides an indication of the wells response to pumping and potential yield. The specific

capacity of the well is 1.04 Litres/min/meter. The pumping level at the end of the test provided

up to an additional 20 meters of drawdown (depending on pump intake level) and as such has

a theoretical capacity of an additional ~20L/minute, or 38L/minute in total.



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The water level measurements recorded from the wells at 388087 and 388128 Mono Centre

Road did not report an influence from water withdrawal at the on-site supply well. The water

level measurements recorded from the well at 388114 Mono Centre Road indicate that there

were several instances of water withdrawal from this well during the day. An influence of water

withdrawal (from the on-site supply well) on this well cannot be conclusively determined.

Considering the absence of an influence reported from the other two monitoring wells, an

influence of water withdrawal on this well is unlikely. Water level fluctuations measured during

the pumping test are outlined in Figure 3.

3.1 Groundwater Quality

The concentration of total coliform (6 cfu/100ml) was reported greater than the Ontario

Drinking Water Quality Standards (ODWQS) (Ministry of Environment, 2006) of 0 cfu/100ml. In

addition, the concentration of hardness (132 mg/L) was reported greater than ODWQS criteria

of 100 mg/L. All other parameters were reported at concentrations less than ODWQS criteria.

The certificate of analysis is attached in Appendix A.

Total coliform can be introduced into well water by several sources (existing

plumbing/treatment equipment, or the recent wellhead upgrades are potential sources) and is

typically associated with bacteria in the well and not a representation of aquifer water quality.

Cambium recommends that the well be disinfected and a follow-up sample collected from the

well to verify the concentration of total coliform in the aquifer. Treatment for total coliform

should be installed as needed.

A water softening system is already present at the Site, as such the elevated concentration of

hardness is already being addressed.

The water provided to the proposed brewery can be treated prior to use as per the influent

water quality requirements for the brewery.



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4.0 Discussion

The results of the pumping test indicate that the on-site supply well can provide the estimated

daily water demand rate of 7,050 L/day. The water level in the on-site supply well recovered to

98% of static water level conditions within a 24 hour period, as such the anticipated daily water

withdrawal is considered sustainable. Considering the available drawdown (37.5 m) and the

specific capacity (1.04 L/min/m), the well has a theoretical yield of 38L/minute, given the

maximum daily demand of 7,050 L/day, the demand could be supplied in 185 minutes. This

assumes the well can be pumped to its full depth and should be adjusted to reflect the actual

pump intake level, should the maximum theoretical yield be required. Where batch filling /

demand is required in excess of 38L/minute, storage may be required to extend the pumping

time from the well while allowing a faster pumping rate from storage.

There were well tags affixed to each of the monitoring wells. The well record for the on-site

supply well is the assumed record. All of the monitoring wells and the supply well are installed

in shale bedrock (at depths ranging between approximately 51 m below ground surface (mbgs)

and 84 mbgs). The supply well and the monitoring wells are all installed in water bearing units

that are considered hydraulically connected.

The water withdrawal from the on-site supply well did not have a measureable influence on

any of the adjacent private supply wells that were included in this assessment.

It is noted that water was withdrawn from the well that services 388114 Mono Centre Road by

the owner during the day of testing. Water withdrawal events from this well were recorded in

the water level response data. Withdrawal events resulted in an immediate lowering of the

water level followed by a rapid water level recovery. The potential influence of water

withdrawal from the on-site supply well (or lack thereof) on the well that services 388114 Mono

Centre Road cannot be determined. Due to the lack of influence that water withdrawal induced

on the wells that service 388087 and 388128 Mono Centre Road, the potential influence that

water withdrawal from the on-site supply well will induce on the well that services 388114

Mono Centre Road is considered negligible.



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The potential influence that water withdrawal of the proposed brewery will induce on those

private supply wells located adjacent the Site that were not monitored as part of this

assessment (or any other proximal supply wells) is considered negligible.

The results of the pumping test, estimated well yield, recovery, and the projected water

consumption rates indicate that the proposed development can be adequately serviced with

the on-site supply well and will not negatively influence adjacent groundwater supplies.



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6.0 References

Cambium Inc. (2020). Preliminary Hydrogeological Assessment - 388113 Mono Centre Road,

Orangeville.

Ministry of Environment. (2006). Technical Support Document for Ontario Drinking Water

Standards, Objectives and Guidelines.

Ministry of Municipal Affairs and Housing, Housing Development and Buildings Branch. (1997).

Ontario Building Code 1997, containing the Building Code Act and O. Reg. 403/97.

Toronto, ON.

Ministry of the Environment. (1996). Procedure D-5-5, Technical Guideline for Private Wells:

Water Supply Assessment.



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Appended Figures

P.O. Box 325, 52 Hunter Street EastPeterborough, Ontario, K9H 1G5

Tel: (705) 742.7900 Fax: (705) 742.7907www.cambium-inc.com

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Building Footprint (approximate)

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HYDROGEOLOGICAL

HYDROGEOLOGICAL HYDROGEOLOGICAL

HYDROGEOLOGICAL

ASSESSMENT

ASSESSMENTASSESSMENT

ASSESSMENT

MONO CENTRE

BREWING COMPANY LTD.

388113 Mono Centre Road,

Orangeville, Ontario

SITE PLAN

Notes:

- Site is approximate and was obtained from the Dufferin County online GIS.- Base mapping features are © Queen's Printer of Ontario, 2019 (this doesnot constitute an endorsement by the Ministry of Natural Resources or theOntario Government).- Distances on this plan are in metres and can be converted to feet bydividing by 0.3048.- Cambium Inc. makes every effort to ensure this map is free from errors butcannot be held responsible for any damages due to error or omissions. Thismap should not be used for navigation or legal purposes. It is intended forgeneral reference use only.

P.O. Box 325, 52 Hunter Street EastPeterborough, Ontario, K9H 1G5

Tel: (705) 742.7900 Fax: (705) 742.7907www.cambium-inc.com

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HYDROGEOLOGICAL

HYDROGEOLOGICAL HYDROGEOLOGICAL

HYDROGEOLOGICAL

ASSESSMENT

ASSESSMENTASSESSMENT

ASSESSMENT

MONO CENTRE

BREWING COMPANY LTD.

388113 Mono Centre Road,

Orangeville, Ontario

MONITORING WELLS

Notes:

- Site is approximate and was obtained from the Dufferin County online GIS.- Base mapping features are © Queen's Printer of Ontario, 2019 (this doesnot constitute an endorsement by the Ministry of Natural Resources or theOntario Government).- Distances on this plan are in metres and can be converted to feet bydividing by 0.3048.- Cambium Inc. makes every effort to ensure this map is free from errors butcannot be held responsible for any damages due to error or omissions. Thismap should not be used for navigation or legal purposes. It is intended forgeneral reference use only.

Hydrogeological Assessment ‐ 388113 Mono Centre Road, Mono


Cambium Ref.No.: 10054‐002

10

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Figure 3. Water Level Measurements

Pumping Well 388128 Mono Centre Rd. 388114 Mono Centre Rd. 388087 Mono Centre Rd.

Note: x‐axis begins at 07:00 on Aug 25, 2020

End of Te

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Start of Te

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Appendix A

Certificate of Analysis

Mono Pump Test

02-Sep-20DATE REPORTED:

Caduceon Environmental Laboratories

705-252-5746

112 Commerce Park Drive

Barrie ON L4N 8W8

705-252-5743Tel:

Fax:

JOB/PROJECT NO.:

Final Report

REPORT No. B20-25571

Cambium Environmental

PO Box 325, 52 Hunter Street East

Peterborough ON K9H 1G5 Canada

Report To:

Attention: Cameron MacDougall

25-Aug-20DATE RECEIVED:

10054-002P.O. NUMBER:

WATERWORKS NO.GroundwaterSAMPLE MATRIX:

C.O.C.: G87923

CERTIFICATE OF ANALYSIS

Parameter Units R.L.Reference

Method

Date/Site

Analyzed

Test WellClient I.D.

B20-25571-1Sample I.D.

25-Aug-20Date Collected

Total Coliform 6cfu/100mL 1 MOE E3407 26-Aug-20/B

E coli 0cfu/100mL 1 MOE E3407 26-Aug-20/B

Fecal Coliform 0cfu/100mL 1 SM9222D 26-Aug-20/B

pH @25°C 8.10pH Units SM 4500H 28-Aug-20/O

Conductivity @25°C 358µmho/cm 1 SM 2510B 28-Aug-20/O

Alkalinity(CaCO3) to pH4.5 165mg/L 5 SM 2320B 28-Aug-20/O

Hardness (as CaCO3) 132mg/L 1 SM 3120 27-Aug-20/O

Chloride 2.4mg/L 0.5 SM4110C 31-Aug-20/O

Nitrite (N) < 0.1mg/L 0.1 SM4110C 31-Aug-20/O

Nitrate (N) < 0.1mg/L 0.1 SM4110C 31-Aug-20/O

Sulphate 13mg/L 1 SM4110C 31-Aug-20/O

Dissolved Organic Carbon 1.6mg/L 0.2 EPA 415.2 27-Aug-20/O

Colour < 2TCU 2 SM 2120C 01-Sep-20/O

Turbidity 2.4NTU 0.1 SM 2130 01-Sep-20/O

TDS (Calc. from Cond.) 184mg/L 1 Calc. 31-Aug-20

Ammonia (N)-Total 1.55mg/L 0.01 SM4500-NH3-H

27-Aug-20/K

Calcium (Total) 28.0mg/L 0.02 SM 3120 27-Aug-20/O

Iron (Total) 0.221mg/L 0.005 SM 3120 27-Aug-20/O

Magnesium (Total) 15.0mg/L 0.01 SM 3120 27-Aug-20/O

Manganese (Total) 0.008mg/L 0.001 SM 3120 27-Aug-20/O

Page 1 of 1.

Christine Burke

Lab Manager

R.L. = Reporting Limit

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.

Site Analyzed=K-Kingston,W-Windsor,O-Ottawa,R-Richmond Hill,B-Barrie

Test methods may be modified from specified reference method unless indicated by an *



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Appendix B

Resident Letter

August 8, 2020

10054-002 Page 1

Environmental

Geotechnical

Building Sciences

Construction Monitoring

Telephone

(866) 217.7900

(705) 742.7900

Facsimile

(705) 742.7907 Website

cambium-inc.com Mailing Address

P.O. Box 325 52 Hunter Street East Peterborough, ON K9H 1G5

Locations

Peterborough Kingston Barrie Oshawa

Laboratory

Peterborough

Dear Homeowner,

Cambium Inc. (Cambium) is completing a hydrogeological assessment at 388113

Mono Centre Road (the Site) in support of a proposed brewery development. The

hydrogeological assessment will include a pumping test at the existing supply

well that services the dwelling at the Site. The testing will be completed in the

next few weeks.

As part of the assessment we are requesting permission to monitor the private

supply well that services your property. With your permission Cambium staff will

visit your property throughout the pumping test to measure water levels from your

supply well. A continuous water level monitoring device may also be installed in

your well (should you provide permission). The testing will be completed in one

day (this includes removing all monitoring equipment removed from your well).

Due to the COVID-19 outbreak the onsite technician will not come into close

contact with you and will not enter your home.

If you wish to participate in the monitoring program or would like more

information please contact Cameron MacDougall at 1-705-742-7900 ext. 212.

Thank you.

Best regards,

Cambium Inc.

Cameron MacDougall, P.Geo.

Project Coordinator

CJM

P:\10000 to 10099\10054-002 Mono Centre Brewing Company Ltd. - Council Meeting Attendance\Background\2020-08-05 Residential Letter.docx



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Appendix C

Well Records

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Documents

2020-09-08 Hydrogeological Assessment, 388113 Mono Centre