MONDAY JUNE 3 630 PM COUNCIL CHAMBERS- SPENCERVILLE

COMMUNITY DEVELOPMENT COMMITTEE

1 Call to Order ndash Chair Tory Deschamps 2 Approval of Agenda 3 Disclosure of Pecuniary Interest amp the General Nature Thereof 4 Business Arising from Previous Community Development Committee Minutes (if any) 5 Action and Information Items

Live Land Use Planning

a) Application for Site Plan Amendment Logistec

Work Economic Development

b) Pre-Discussion Top 10 Priorities for 2019

Play Recreation

c) Discussion Recreational Activities in Edwardsburgh Cardinal 6 InquiriesNotices of Motion 7 Question Period 8 Closed Session (None) 9 Adjournment

MINUTES COMMUNITY DEVELOPMENT COMMITTEE

MONDAY MAY 62019 630 PM

MUNICIPAL OFFICE

Present Deputy Mayor Chair Mayor Sayeau Officio Councillor Dillabough Shannon Brown Conor Greg Modler

Regrets Cody Oatway Chris Ward

Staff Debra McKinstry CAOClerk Williams Deputy Clerk

Wendy Van Keu Community Development Coordinator

1 Call to Order

Mayor Deschamps called the meeting to at pm

2 Approval of

Moved by G Mod seconded by S Brown that agenda be approved as amended to item 6a) from items

Carried

3 Pecuniary In1oroc amp the Nature Thereof

4 Arising from Community Development

Committee again the idea of preparing a recreation It was noted that a su was in 2015 with limited success and turnout Members

that when items and are brought forward at the Committee that item could be added to the next Committee agenda to have a fulsome discussion Members role Recreation Coordinator It was

that the Committee be reorganized have a section for of the live work play to ensure the recreation mandate continues to

active

5 Delegations amp Presentations

Page 1 of 5 Community Development Committee May 6 2019

1 Walter Glen Hartle

Mr Hartle owner of 331 Walter has requested that the property be from Institutional to Main Street Commercial Residential to allow for flexibility in use Mr Hartle noted that has reached out businesses to try to make the building completely in use but without success

There was a brief discussion with respect to MPAC tax classification and if it correlates with zoning It was noted that when a building use MPAC

apply a classification MPACs classification system is not directly linked with how the property is zoned at the Township office

Committee thanked Mr Hartle for the presentation

b) Ann Weir

Ann Development Manager for UCLG gave a presentation outlining the economic development strategic in Leeds Grenville specifically touching upon the following leadership and building

investment and attraction business retention and expansion tourism marketing and communications and and online business directory development Ms noted the economic development brochure will be reviewed and updated within the year Members confirmed that other businesses in the area can drop brochures off to be displayed at the 401 On

kiosks that are managed by the UCLG Economic Development department

There was a brief discussion with to garden trail tour specifically noting that the tour now attracts approximately coach buses a year It was noted that the I initiative similar to Garden Trail is anticipated to be made up a volunteer group that submits a strategic plan to be reviewed and feedback provided to determine if the UCLG can in promoting and growing

initiative

Members asked for clarification with to how UCLG Economic Development department differs from the Lawrence Corridor Development Commission It was noted that the UCLG Economic Development department all 10 municipalities with a focus on tourism and economic development driving while only focuses on municipalities that contribute

Discussion

a) Job Challenge Counties Official Plan amp Amendment

2 of 5 Community Development Committee - May 6 2019

Staff summarized report from the UC Planner with to the official plan amendment was a discussion with respect how Township may undertake an amendment the UCLG Official and what would required make the potential site challenge lands certified development ready Members that one of the main issues is that the Township does not own the

It was noted only the owner of the lands or appointed of the owner can for plan amendments Members highlighted much the land is

owned by province while other portions are still privately owned and may not accept stud done on land It was noted that in order the to consider an OP amendment application several must included

Members noted that the Ministry has received nominations municipalities with respect the job challenge and has now a team to formulate an application oroice~s

Actionllnformation Items

Application for Rezoning - 331 St (Hartle)

Comm the report noted concern that if property is rezoned to MCR instead of MC that whole building could converted into residential use without any onsite parking or space There was a general discussion with respect the interim control bylaw review done in the The planner indicated in his review that MCR is an appropriate zoning designation for this property and it meets the intent of official n regarding use

was a discussion with to the public and what happens if people were to It was that anyone who speaks foragainst the rezoning at the meeting or submits a letter to the Township may appeal the through the Local Planning Appeal Tribunal (LPAT) It was noted that once the public meeting takes the amendment by-

will be brought forward to Council for final decision and decision can be by property owner or another body objecting to the rezoning

decision

Moved by S G Modler that Committee recommends the Township proceed with scheduling a public ng date public notice will be prepared together with a draft zoning amendment by-law and a final report

Carried

b) Application for Rezoning 13 Riddell Rd amp 1717 County Rd 2 (Bessette)

Page 3 of 5 Community Development Committee May 62019

provided a summary noting that a severance has conditionally granted for the su properties and now require a zoning amendment to address deficiency in lot backs and frontage Committee reviewed the sketch and confirmed that the right of way will remain to access neighbouring homes and cottages on Riddell Road

Moved by S Dillabough seconded by Mod that Committee recommends to Council that the Township proceed with scheduli a public meeting date and subject to receivi information from the applicant a draft zoni by-law considered by Council

Carried

c) Application for B-19-19 (Sands)

reviewed the and confirmed that on the property to no houses It was noted that the Chief Building Official

completed an inspection of the barn and confirmed that it no longer has the capacity to house farm animals

Moved C by Brown that Committee recommends Council recommend in favour of severance B-19-19 (Sands)

Carried

d) Application 9 (Grant)

Committee reviewed the report and asked for with to the current property specifically how the property was originally joined and why the applicant wants to sever the property It was noted that the property was

in 2016 by the owner owner then built the new apartment at the corner of Dundas and Bridge S1 It was noted that the owner now wants to sever property separate the parking lot and to designate for each apartment building It was noted that the two apartment buildings are completely

with each having their own connections water sewer

Moved by C seconded by Brown that recommends that Council recommend in favour of severance B-26-19 (Grant)

Carried

e) Update- Tree Day

Staff provided Committee with a brief update with to the upcoming giveaway event taki place on May 18 9am to 12pm at

Station It was noted that there will approximately 1000 trees available with a mixture of potted and Staff provided Committee with the of different species of available Members that staff

4 of 5 Community Development Committee - May 6 2019

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

MINUTES COMMUNITY DEVELOPMENT COMMITTEE

MONDAY MAY 62019 630 PM

MUNICIPAL OFFICE

Present Deputy Mayor Chair Mayor Sayeau Officio Councillor Dillabough Shannon Brown Conor Greg Modler

Regrets Cody Oatway Chris Ward

Staff Debra McKinstry CAOClerk Williams Deputy Clerk

Wendy Van Keu Community Development Coordinator

1 Call to Order

Mayor Deschamps called the meeting to at pm

2 Approval of

Moved by G Mod seconded by S Brown that agenda be approved as amended to item 6a) from items

Carried

3 Pecuniary In1oroc amp the Nature Thereof

4 Arising from Community Development

Committee again the idea of preparing a recreation It was noted that a su was in 2015 with limited success and turnout Members

that when items and are brought forward at the Committee that item could be added to the next Committee agenda to have a fulsome discussion Members role Recreation Coordinator It was

that the Committee be reorganized have a section for of the live work play to ensure the recreation mandate continues to

active

5 Delegations amp Presentations

Page 1 of 5 Community Development Committee May 6 2019

1 Walter Glen Hartle

Mr Hartle owner of 331 Walter has requested that the property be from Institutional to Main Street Commercial Residential to allow for flexibility in use Mr Hartle noted that has reached out businesses to try to make the building completely in use but without success

There was a brief discussion with respect to MPAC tax classification and if it correlates with zoning It was noted that when a building use MPAC

apply a classification MPACs classification system is not directly linked with how the property is zoned at the Township office

Committee thanked Mr Hartle for the presentation

b) Ann Weir

Ann Development Manager for UCLG gave a presentation outlining the economic development strategic in Leeds Grenville specifically touching upon the following leadership and building

investment and attraction business retention and expansion tourism marketing and communications and and online business directory development Ms noted the economic development brochure will be reviewed and updated within the year Members confirmed that other businesses in the area can drop brochures off to be displayed at the 401 On

kiosks that are managed by the UCLG Economic Development department

There was a brief discussion with to garden trail tour specifically noting that the tour now attracts approximately coach buses a year It was noted that the I initiative similar to Garden Trail is anticipated to be made up a volunteer group that submits a strategic plan to be reviewed and feedback provided to determine if the UCLG can in promoting and growing

initiative

Members asked for clarification with to how UCLG Economic Development department differs from the Lawrence Corridor Development Commission It was noted that the UCLG Economic Development department all 10 municipalities with a focus on tourism and economic development driving while only focuses on municipalities that contribute

Discussion

a) Job Challenge Counties Official Plan amp Amendment

2 of 5 Community Development Committee - May 6 2019

Staff summarized report from the UC Planner with to the official plan amendment was a discussion with respect how Township may undertake an amendment the UCLG Official and what would required make the potential site challenge lands certified development ready Members that one of the main issues is that the Township does not own the

It was noted only the owner of the lands or appointed of the owner can for plan amendments Members highlighted much the land is

owned by province while other portions are still privately owned and may not accept stud done on land It was noted that in order the to consider an OP amendment application several must included

Members noted that the Ministry has received nominations municipalities with respect the job challenge and has now a team to formulate an application oroice~s

Actionllnformation Items

Application for Rezoning - 331 St (Hartle)

Comm the report noted concern that if property is rezoned to MCR instead of MC that whole building could converted into residential use without any onsite parking or space There was a general discussion with respect the interim control bylaw review done in the The planner indicated in his review that MCR is an appropriate zoning designation for this property and it meets the intent of official n regarding use

was a discussion with to the public and what happens if people were to It was that anyone who speaks foragainst the rezoning at the meeting or submits a letter to the Township may appeal the through the Local Planning Appeal Tribunal (LPAT) It was noted that once the public meeting takes the amendment by-

will be brought forward to Council for final decision and decision can be by property owner or another body objecting to the rezoning

decision

Moved by S G Modler that Committee recommends the Township proceed with scheduling a public ng date public notice will be prepared together with a draft zoning amendment by-law and a final report

Carried

b) Application for Rezoning 13 Riddell Rd amp 1717 County Rd 2 (Bessette)

Page 3 of 5 Community Development Committee May 62019

provided a summary noting that a severance has conditionally granted for the su properties and now require a zoning amendment to address deficiency in lot backs and frontage Committee reviewed the sketch and confirmed that the right of way will remain to access neighbouring homes and cottages on Riddell Road

Moved by S Dillabough seconded by Mod that Committee recommends to Council that the Township proceed with scheduli a public meeting date and subject to receivi information from the applicant a draft zoni by-law considered by Council

Carried

c) Application for B-19-19 (Sands)

reviewed the and confirmed that on the property to no houses It was noted that the Chief Building Official

completed an inspection of the barn and confirmed that it no longer has the capacity to house farm animals

Moved C by Brown that Committee recommends Council recommend in favour of severance B-19-19 (Sands)

Carried

d) Application 9 (Grant)

Committee reviewed the report and asked for with to the current property specifically how the property was originally joined and why the applicant wants to sever the property It was noted that the property was

in 2016 by the owner owner then built the new apartment at the corner of Dundas and Bridge S1 It was noted that the owner now wants to sever property separate the parking lot and to designate for each apartment building It was noted that the two apartment buildings are completely

with each having their own connections water sewer

Moved by C seconded by Brown that recommends that Council recommend in favour of severance B-26-19 (Grant)

Carried

e) Update- Tree Day

Staff provided Committee with a brief update with to the upcoming giveaway event taki place on May 18 9am to 12pm at

Station It was noted that there will approximately 1000 trees available with a mixture of potted and Staff provided Committee with the of different species of available Members that staff

4 of 5 Community Development Committee - May 6 2019

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

1 Walter Glen Hartle

Mr Hartle owner of 331 Walter has requested that the property be from Institutional to Main Street Commercial Residential to allow for flexibility in use Mr Hartle noted that has reached out businesses to try to make the building completely in use but without success

There was a brief discussion with respect to MPAC tax classification and if it correlates with zoning It was noted that when a building use MPAC

apply a classification MPACs classification system is not directly linked with how the property is zoned at the Township office

Committee thanked Mr Hartle for the presentation

b) Ann Weir

Ann Development Manager for UCLG gave a presentation outlining the economic development strategic in Leeds Grenville specifically touching upon the following leadership and building

investment and attraction business retention and expansion tourism marketing and communications and and online business directory development Ms noted the economic development brochure will be reviewed and updated within the year Members confirmed that other businesses in the area can drop brochures off to be displayed at the 401 On

kiosks that are managed by the UCLG Economic Development department

There was a brief discussion with to garden trail tour specifically noting that the tour now attracts approximately coach buses a year It was noted that the I initiative similar to Garden Trail is anticipated to be made up a volunteer group that submits a strategic plan to be reviewed and feedback provided to determine if the UCLG can in promoting and growing

initiative

Members asked for clarification with to how UCLG Economic Development department differs from the Lawrence Corridor Development Commission It was noted that the UCLG Economic Development department all 10 municipalities with a focus on tourism and economic development driving while only focuses on municipalities that contribute

Discussion

a) Job Challenge Counties Official Plan amp Amendment

2 of 5 Community Development Committee - May 6 2019

Staff summarized report from the UC Planner with to the official plan amendment was a discussion with respect how Township may undertake an amendment the UCLG Official and what would required make the potential site challenge lands certified development ready Members that one of the main issues is that the Township does not own the

It was noted only the owner of the lands or appointed of the owner can for plan amendments Members highlighted much the land is

owned by province while other portions are still privately owned and may not accept stud done on land It was noted that in order the to consider an OP amendment application several must included

Members noted that the Ministry has received nominations municipalities with respect the job challenge and has now a team to formulate an application oroice~s

Actionllnformation Items

Application for Rezoning - 331 St (Hartle)

Comm the report noted concern that if property is rezoned to MCR instead of MC that whole building could converted into residential use without any onsite parking or space There was a general discussion with respect the interim control bylaw review done in the The planner indicated in his review that MCR is an appropriate zoning designation for this property and it meets the intent of official n regarding use

was a discussion with to the public and what happens if people were to It was that anyone who speaks foragainst the rezoning at the meeting or submits a letter to the Township may appeal the through the Local Planning Appeal Tribunal (LPAT) It was noted that once the public meeting takes the amendment by-

will be brought forward to Council for final decision and decision can be by property owner or another body objecting to the rezoning

decision

Moved by S G Modler that Committee recommends the Township proceed with scheduling a public ng date public notice will be prepared together with a draft zoning amendment by-law and a final report

Carried

b) Application for Rezoning 13 Riddell Rd amp 1717 County Rd 2 (Bessette)

Page 3 of 5 Community Development Committee May 62019

provided a summary noting that a severance has conditionally granted for the su properties and now require a zoning amendment to address deficiency in lot backs and frontage Committee reviewed the sketch and confirmed that the right of way will remain to access neighbouring homes and cottages on Riddell Road

Moved by S Dillabough seconded by Mod that Committee recommends to Council that the Township proceed with scheduli a public meeting date and subject to receivi information from the applicant a draft zoni by-law considered by Council

Carried

c) Application for B-19-19 (Sands)

reviewed the and confirmed that on the property to no houses It was noted that the Chief Building Official

completed an inspection of the barn and confirmed that it no longer has the capacity to house farm animals

Moved C by Brown that Committee recommends Council recommend in favour of severance B-19-19 (Sands)

Carried

d) Application 9 (Grant)

Committee reviewed the report and asked for with to the current property specifically how the property was originally joined and why the applicant wants to sever the property It was noted that the property was

in 2016 by the owner owner then built the new apartment at the corner of Dundas and Bridge S1 It was noted that the owner now wants to sever property separate the parking lot and to designate for each apartment building It was noted that the two apartment buildings are completely

with each having their own connections water sewer

Moved by C seconded by Brown that recommends that Council recommend in favour of severance B-26-19 (Grant)

Carried

e) Update- Tree Day

Staff provided Committee with a brief update with to the upcoming giveaway event taki place on May 18 9am to 12pm at

Station It was noted that there will approximately 1000 trees available with a mixture of potted and Staff provided Committee with the of different species of available Members that staff

4 of 5 Community Development Committee - May 6 2019

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

Staff summarized report from the UC Planner with to the official plan amendment was a discussion with respect how Township may undertake an amendment the UCLG Official and what would required make the potential site challenge lands certified development ready Members that one of the main issues is that the Township does not own the

It was noted only the owner of the lands or appointed of the owner can for plan amendments Members highlighted much the land is

owned by province while other portions are still privately owned and may not accept stud done on land It was noted that in order the to consider an OP amendment application several must included

Members noted that the Ministry has received nominations municipalities with respect the job challenge and has now a team to formulate an application oroice~s

Actionllnformation Items

Application for Rezoning - 331 St (Hartle)

Comm the report noted concern that if property is rezoned to MCR instead of MC that whole building could converted into residential use without any onsite parking or space There was a general discussion with respect the interim control bylaw review done in the The planner indicated in his review that MCR is an appropriate zoning designation for this property and it meets the intent of official n regarding use

was a discussion with to the public and what happens if people were to It was that anyone who speaks foragainst the rezoning at the meeting or submits a letter to the Township may appeal the through the Local Planning Appeal Tribunal (LPAT) It was noted that once the public meeting takes the amendment by-

will be brought forward to Council for final decision and decision can be by property owner or another body objecting to the rezoning

decision

Moved by S G Modler that Committee recommends the Township proceed with scheduling a public ng date public notice will be prepared together with a draft zoning amendment by-law and a final report

Carried

b) Application for Rezoning 13 Riddell Rd amp 1717 County Rd 2 (Bessette)

Page 3 of 5 Community Development Committee May 62019

provided a summary noting that a severance has conditionally granted for the su properties and now require a zoning amendment to address deficiency in lot backs and frontage Committee reviewed the sketch and confirmed that the right of way will remain to access neighbouring homes and cottages on Riddell Road

Moved by S Dillabough seconded by Mod that Committee recommends to Council that the Township proceed with scheduli a public meeting date and subject to receivi information from the applicant a draft zoni by-law considered by Council

Carried

c) Application for B-19-19 (Sands)

reviewed the and confirmed that on the property to no houses It was noted that the Chief Building Official

completed an inspection of the barn and confirmed that it no longer has the capacity to house farm animals

Moved C by Brown that Committee recommends Council recommend in favour of severance B-19-19 (Sands)

Carried

d) Application 9 (Grant)

Committee reviewed the report and asked for with to the current property specifically how the property was originally joined and why the applicant wants to sever the property It was noted that the property was

in 2016 by the owner owner then built the new apartment at the corner of Dundas and Bridge S1 It was noted that the owner now wants to sever property separate the parking lot and to designate for each apartment building It was noted that the two apartment buildings are completely

with each having their own connections water sewer

Moved by C seconded by Brown that recommends that Council recommend in favour of severance B-26-19 (Grant)

Carried

e) Update- Tree Day

Staff provided Committee with a brief update with to the upcoming giveaway event taki place on May 18 9am to 12pm at

Station It was noted that there will approximately 1000 trees available with a mixture of potted and Staff provided Committee with the of different species of available Members that staff

4 of 5 Community Development Committee - May 6 2019

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

provided a summary noting that a severance has conditionally granted for the su properties and now require a zoning amendment to address deficiency in lot backs and frontage Committee reviewed the sketch and confirmed that the right of way will remain to access neighbouring homes and cottages on Riddell Road

Moved by S Dillabough seconded by Mod that Committee recommends to Council that the Township proceed with scheduli a public meeting date and subject to receivi information from the applicant a draft zoni by-law considered by Council

Carried

c) Application for B-19-19 (Sands)

reviewed the and confirmed that on the property to no houses It was noted that the Chief Building Official

completed an inspection of the barn and confirmed that it no longer has the capacity to house farm animals

Moved C by Brown that Committee recommends Council recommend in favour of severance B-19-19 (Sands)

Carried

d) Application 9 (Grant)

Committee reviewed the report and asked for with to the current property specifically how the property was originally joined and why the applicant wants to sever the property It was noted that the property was

in 2016 by the owner owner then built the new apartment at the corner of Dundas and Bridge S1 It was noted that the owner now wants to sever property separate the parking lot and to designate for each apartment building It was noted that the two apartment buildings are completely

with each having their own connections water sewer

Moved by C seconded by Brown that recommends that Council recommend in favour of severance B-26-19 (Grant)

Carried

e) Update- Tree Day

Staff provided Committee with a brief update with to the upcoming giveaway event taki place on May 18 9am to 12pm at

Station It was noted that there will approximately 1000 trees available with a mixture of potted and Staff provided Committee with the of different species of available Members that staff

4 of 5 Community Development Committee - May 6 2019

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

share the poster with the Committee in order for Members to share it through social media

8 InquiriesNotices Motion

Members discussed for community volunteers to in the organization recreation programs and whether Township would be able to

further fund for a Recreation Coordinator position noted that if Committee determines that a Coordinator position is needed then

it will to be discussed during the 2020 budget deliberations

Members the provincial government is now looking to municipalities to find greater efficiencies by up to 4 which may result in no additional money in the Township budget fund additional recreation programs Members

that staff prepare a draft list of everything that is currently being offered throughout Township including Township run programs community organizations and other private sources Members noted that the list should include programs ranging from birth to elderly age g It was understood

initial would likely be

Members suggested that the UCLG should have a recreation coordinator and organize programming throughout County was a general

holding a recreation round table similar the Meet Your might be beneficial

9 Question

The following questionscomments were bull Required for hobby farms housing farm animals bull Recreation Coordinator grant amount

10 Closed Session - None

11 Adjournment

Moved by Modler by S Dillabough that Committee does now adjourn 828 pm

Carried

day of May 19minutes were approved in open Council

Chair Deputy Clerk

5 of 5 Community Development Committee - May 6 2019

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

III

control 3006 County Road 2 owned by Estate Management (Logistec Inc) The amendment is to permit construction of a new building The property initially came under plan control in 2003 under a owner operating as Band M An amendment was in 2009 to allow the construction of a new building

2 warehouses used for bulk of salt and 1 building used as new storage dome will built on the southwest portion

Avenue It will be constructed from concrete blocks and tarp sitting on dome is planned to 2 fertilizer Granular and

will include 8350m2 of new paving The applicant a Report that new development will in

runoff however the has been designed to from new asphalt area basin The South Nation Authority has reviewed the Management Plan Site n and

Control prepared by Group SNC has em nce of the erosion and sed control measures as outlined in found that the plans do meet their

Un Counties of Leeds and Grenville the site plan and no concerns over proposed development

Policy Implications All commercial institutional and Township are subject Control An agreement which

of the property of ownership property must be by bylaw

EC Committee

Date

Department

Topic

Background

TOWNSHIP OF EDWARDSBURGH NAL ACTION ITEM

Community Development

19

Planning

Plan Control Agreement 2

An application has been received an amendment to the

nciai Considerations The appropriate application fee has been

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

Recommendation That Committee recommend that Council adopt a bylaw to amend the existing Site Plan Control Agreement for 3006 County Road 2 to include the Site Plan Stormwater Management Report and Erosion Control Plan for the proposed new development

Community Development Coordinator

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

[jSOUTH NATION

CONSERVATION DE LA NATION SUD

Via E-mail (wvankeulentwpecca) May 27 2019

UlImiddott1

Wendy Van Keulen Community Development Coordinator Township of EdwardsburghCardinal 18 Centre Street Spencerville Ontario KOE1XO

I~ Re Technical Review - Stormwater Management Report A North 3006 County Rd 2 Township of EdwardsburghCardinalI Grenville

Part of Lot 30 Concession 1 (formerly Edwardsburgh Township) Roll No 070170102006000 amp 070170102005700 Logistec

Dear Ms Van Keulen

South Nation Conservation (SNC) has received and reviewed the following documents with respect to the above mentioned proposed development

bull Stormwater Management Report Prepared by Eastern Engineering Group Inc dYiJtion Revised signed stamped and dated May 21 2019

bull Johnstown Fertilizer Shed Site Plan Dwg C1 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

bull Johnstown Fertil izer Shed Erosion Control Plan Dwg C2 Prepared by Eastern Engineering Group Inc Signed stamped and dated May 21 2019

SNC offers the following comments regarding the above noted proposed development Storm Water Management ~

The intent of the CAs review is to confirm that the design objectives for the developments stormwater management practices as stated in the consultants report are appropriate considering the characteristics and sensitivity of the receiving water body and are consistent with any policies or plans that are supported by the CA for the watershed or subwatershed in question

In this context SNC found that the Stormwater Management design met our expectations

38 rue Victoria Street Finch ON KOC 1KO Tel 61 3-984-2948 Fax 613-984-2872 Toll Free 1-877-984-2948 wwwnationonca

SOUTH NATION

CONSERVATION~ DE LA NATION SUD

Erosion and Sediment Control

The Erosion and Sediment Control Measures should be implemented prior to construction and remain in place until vegetation is established Regular inspection and maintenance of these measures should be undertaken The implementation of adjustment or corrective maintenance of the erosion and sed iment measures is an integral part of the stormwater management plan and should be implemented

Grading and Drainage Plan

The intent of the CAs review is to confirm that the design objectives for the development as stated in the consultants report are appropriate with respect to the Grading and Drainage Plan and is adequate with respect to the Storm Water Management design In this context SNC found that the Grading and Drainage Plan met our expectations

I trust the above is to your satisfaction Please feel free to contact ou r office if there are any questions or concerns

Kind regards

Bradley Wright MES GIT Watershed Planner South Nation Conservation

SCHEDU A Plan Control Agreement

TO ENT THE day of ______ 2019

BETWEEN ON IMMOBILIERE SETL

AND CORPORATION OF TOWNSHIP EDWARDSBU HCARDI

DESCRIPTION OF THE PROPERTY

County 2 6 Crown Pt

Plan 6 1 Pt Lot 1 raphic Township EdwardsburghCardinal

County of Grenville Property Roll 07-01-701-020-06000

SCHEDULE

Plan Control Agreement

TO UTED THE __DAY ___2019

MASSING AND CONCEPTUAL PLAN PLAN

EXHI Exhibits attached of this Schedule

1 Plan (2003)

2 - Engineering (2003)

3- Site Plan (2009)

Exhibit 4 - Site Plan (2019)

ibit 5 - Engineering Report Storm Water Management (2019)

6- Erosion Control Plan (2019)

88

84

80

76

LEGEND Ilt EXlsnNG GRADE

~ PROPOSED GRADE

~ PROPOSED $WALE GRADE

_______ ~ EXISTING GROUND CONTOUR

DIRECTION OF DRAINAGE

40mm HL3 40mm Hl 4 150mm GRANuLAR A

4QOmm GAANULAR 8 TYPE II

ASPHALT SECTION NTS

)S 1Jw lG

t72 ~-L~-------=----i ~

1 ROAD

GRADE

0 ~ 0 ~ --~-----=----~~----~----~~~----

NOTE I

0 0 + + 0 0

GEOTE)(nLpound JOOmm MINIMU~ OF

GEOT[XTILE IN TRENCH

SECTION

i i 0 0

ROCK FLOW CHECK DAM NTS

BENCHMARK rop OF 80LT ON ueHT STANDARD

poundlCl 77JJm (cpoundoomc)

QIpound CONTRACTOR TO CONTACT unuTY eOMPANICS TO OpoundTpoundRAlINpound TYPpound LOeA nON AND CONnCURA nON OF eXISTlNe PlANT

o 0 + + o 0

R o + o

~ + o

g o + o

R ceived MAY Z1 2019

Township of dwardsburghCardinal

88

84

80

76

72

--------r~~~

f I

I I

I I

I I

I 115 -- shy

12ltn

a ~ II ~

~ 150 MINUS RIP-RAP

BASIN DITCH SLOPES AND ALL DISTURBED AREAS TO RECIEVE IOOmm TOPSOIL ~ULCH AND SEED

SEDIMENT rOREBAr 150 ~INUS RIP-RAP O5m DEEP wi ROCK

CHECK DAM OUTLET

JOOmm iJshy )I 15m HOPE CULVERT INY N 7804

S 7795 ISO tINUS RIP-RAP 20mx40mxO30m WITH BOTH ENDS

I I

HOPE CULVERT

I

I 1 I 1 1

LEGAL DESCRIPTION PARK LOTS 2 amp 3 FIRST TIER

PART OF PARK LOT 4 FIRST TIER PARK LOTS 2 amp 3 SECOND TIER

PARK LOTS I 2 amp 3 THIRD TIER PARK LOTS 1 amp 2 FORTH TIER PARK LOTS 1 amp 2 FIFTH TIER PART OF GORE IN FRONT OF

PARK LOTS 2 amp 3 FIRST TIER wEST or TOWN PlAN NO 6

PART OF UNNAMED STREET PART OF WATER STREET

PART OF ROAD AllOWANCE BETWEEN PARK LOTS I 2 amp 3 TIER 2 amp

PARK LOTS I 2 amp 3 TIER 3 TIER 3 REGISTERED PLAN NO6 TOWN PLAN NO 6 JOHNSTOWN

PART OF BLOCK 1 REGISTERED PLAN NO 55

PORT OF PRESCOn TOWNSHIP or EDWARDSBURGHCAROlNAL

COuNTY OF GRENVIllE

11 ~gs amppI(O~Ota etIC eialo aoe lttIUI

bull Of ~middotmiddott ~ c t poundnotr-~ fI1ampIlO l ILASTERN De Nln1IICII()OI I~ JleptOOlClato II~ -oeofl(~-a~~ bIIft~ middot JOHNSTOWN FERTILIZER SHEDGESTION IMMOBILIERE SETL ~W~ tIO~ Io- ~ E NGINEERING GROUP INC SITE PLANfna ccrttaa rISl irC~ Iid ~r 1 3006 COUNTY ROAD 2 JOHNSHTOWN C1Of l jIIJCI PJflf IIQ t~ 01middot Jenrl 1mdrIc-- I~IGmiddot~J~

Or~ arrgtal)~ middot~~s-)a fcwrIoI ]~~

~0rK-JJV v I ~- _ ft-Q ~ Jm

eceived MAY Z 1 2019

Township of EdwardsburghCardinal

RIDEAU BULK TERMINAL

TOWNSHIP OF EDWARDSBURGCARDINAL ON

PREPARED FOR

GESTION IMMOBILIERE SETL

STORMWATER MANAGEMENT REPORT

3006 COUNTY ROAD 2 JOHNSTOWN

EASTERN ENGINEERING GROUP INC

APEX BUILDING

100 STROWGER BLVD SUITE 207

BROCKVILLE ON

K6V SJ9

MARCH 2019

REVISED MAY 2019

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

SCHEDU A Plan Control Agreement

TO ENT THE day of ______ 2019

BETWEEN ON IMMOBILIERE SETL

AND CORPORATION OF TOWNSHIP EDWARDSBU HCARDI

DESCRIPTION OF THE PROPERTY

County 2 6 Crown Pt

Plan 6 1 Pt Lot 1 raphic Township EdwardsburghCardinal

County of Grenville Property Roll 07-01-701-020-06000

SCHEDULE

Plan Control Agreement

TO UTED THE __DAY ___2019

MASSING AND CONCEPTUAL PLAN PLAN

EXHI Exhibits attached of this Schedule

1 Plan (2003)

2 - Engineering (2003)

3- Site Plan (2009)

Exhibit 4 - Site Plan (2019)

ibit 5 - Engineering Report Storm Water Management (2019)

6- Erosion Control Plan (2019)

88

84

80

76

LEGEND Ilt EXlsnNG GRADE

~ PROPOSED GRADE

~ PROPOSED $WALE GRADE

_______ ~ EXISTING GROUND CONTOUR

DIRECTION OF DRAINAGE

40mm HL3 40mm Hl 4 150mm GRANuLAR A

4QOmm GAANULAR 8 TYPE II

ASPHALT SECTION NTS

)S 1Jw lG

t72 ~-L~-------=----i ~

1 ROAD

GRADE

0 ~ 0 ~ --~-----=----~~----~----~~~----

NOTE I

0 0 + + 0 0

GEOTE)(nLpound JOOmm MINIMU~ OF

GEOT[XTILE IN TRENCH

SECTION

i i 0 0

ROCK FLOW CHECK DAM NTS

BENCHMARK rop OF 80LT ON ueHT STANDARD

poundlCl 77JJm (cpoundoomc)

QIpound CONTRACTOR TO CONTACT unuTY eOMPANICS TO OpoundTpoundRAlINpound TYPpound LOeA nON AND CONnCURA nON OF eXISTlNe PlANT

o 0 + + o 0

R o + o

~ + o

g o + o

R ceived MAY Z1 2019

Township of dwardsburghCardinal

88

84

80

76

72

--------r~~~

f I

I I

I I

I I

I 115 -- shy

12ltn

a ~ II ~

~ 150 MINUS RIP-RAP

BASIN DITCH SLOPES AND ALL DISTURBED AREAS TO RECIEVE IOOmm TOPSOIL ~ULCH AND SEED

SEDIMENT rOREBAr 150 ~INUS RIP-RAP O5m DEEP wi ROCK

CHECK DAM OUTLET

JOOmm iJshy )I 15m HOPE CULVERT INY N 7804

S 7795 ISO tINUS RIP-RAP 20mx40mxO30m WITH BOTH ENDS

I I

HOPE CULVERT

I

I 1 I 1 1

LEGAL DESCRIPTION PARK LOTS 2 amp 3 FIRST TIER

PART OF PARK LOT 4 FIRST TIER PARK LOTS 2 amp 3 SECOND TIER

PARK LOTS I 2 amp 3 THIRD TIER PARK LOTS 1 amp 2 FORTH TIER PARK LOTS 1 amp 2 FIFTH TIER PART OF GORE IN FRONT OF

PARK LOTS 2 amp 3 FIRST TIER wEST or TOWN PlAN NO 6

PART OF UNNAMED STREET PART OF WATER STREET

PART OF ROAD AllOWANCE BETWEEN PARK LOTS I 2 amp 3 TIER 2 amp

PARK LOTS I 2 amp 3 TIER 3 TIER 3 REGISTERED PLAN NO6 TOWN PLAN NO 6 JOHNSTOWN

PART OF BLOCK 1 REGISTERED PLAN NO 55

PORT OF PRESCOn TOWNSHIP or EDWARDSBURGHCAROlNAL

COuNTY OF GRENVIllE

11 ~gs amppI(O~Ota etIC eialo aoe lttIUI

bull Of ~middotmiddott ~ c t poundnotr-~ fI1ampIlO l ILASTERN De Nln1IICII()OI I~ JleptOOlClato II~ -oeofl(~-a~~ bIIft~ middot JOHNSTOWN FERTILIZER SHEDGESTION IMMOBILIERE SETL ~W~ tIO~ Io- ~ E NGINEERING GROUP INC SITE PLANfna ccrttaa rISl irC~ Iid ~r 1 3006 COUNTY ROAD 2 JOHNSHTOWN C1Of l jIIJCI PJflf IIQ t~ 01middot Jenrl 1mdrIc-- I~IGmiddot~J~

Or~ arrgtal)~ middot~~s-)a fcwrIoI ]~~

~0rK-JJV v I ~- _ ft-Q ~ Jm

eceived MAY Z 1 2019

Township of EdwardsburghCardinal

RIDEAU BULK TERMINAL

TOWNSHIP OF EDWARDSBURGCARDINAL ON

PREPARED FOR

GESTION IMMOBILIERE SETL

STORMWATER MANAGEMENT REPORT

3006 COUNTY ROAD 2 JOHNSTOWN

EASTERN ENGINEERING GROUP INC

APEX BUILDING

100 STROWGER BLVD SUITE 207

BROCKVILLE ON

K6V SJ9

MARCH 2019

REVISED MAY 2019

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

SCHEDULE

Plan Control Agreement

TO UTED THE __DAY ___2019

MASSING AND CONCEPTUAL PLAN PLAN

EXHI Exhibits attached of this Schedule

1 Plan (2003)

2 - Engineering (2003)

3- Site Plan (2009)

Exhibit 4 - Site Plan (2019)

ibit 5 - Engineering Report Storm Water Management (2019)

6- Erosion Control Plan (2019)

88

84

80

76

LEGEND Ilt EXlsnNG GRADE

~ PROPOSED GRADE

~ PROPOSED $WALE GRADE

_______ ~ EXISTING GROUND CONTOUR

DIRECTION OF DRAINAGE

40mm HL3 40mm Hl 4 150mm GRANuLAR A

4QOmm GAANULAR 8 TYPE II

ASPHALT SECTION NTS

)S 1Jw lG

t72 ~-L~-------=----i ~

1 ROAD

GRADE

0 ~ 0 ~ --~-----=----~~----~----~~~----

NOTE I

0 0 + + 0 0

GEOTE)(nLpound JOOmm MINIMU~ OF

GEOT[XTILE IN TRENCH

SECTION

i i 0 0

ROCK FLOW CHECK DAM NTS

BENCHMARK rop OF 80LT ON ueHT STANDARD

poundlCl 77JJm (cpoundoomc)

QIpound CONTRACTOR TO CONTACT unuTY eOMPANICS TO OpoundTpoundRAlINpound TYPpound LOeA nON AND CONnCURA nON OF eXISTlNe PlANT

o 0 + + o 0

R o + o

~ + o

g o + o

R ceived MAY Z1 2019

Township of dwardsburghCardinal

88

84

80

76

72

--------r~~~

f I

I I

I I

I I

I 115 -- shy

12ltn

a ~ II ~

~ 150 MINUS RIP-RAP

BASIN DITCH SLOPES AND ALL DISTURBED AREAS TO RECIEVE IOOmm TOPSOIL ~ULCH AND SEED

SEDIMENT rOREBAr 150 ~INUS RIP-RAP O5m DEEP wi ROCK

CHECK DAM OUTLET

JOOmm iJshy )I 15m HOPE CULVERT INY N 7804

S 7795 ISO tINUS RIP-RAP 20mx40mxO30m WITH BOTH ENDS

I I

HOPE CULVERT

I

I 1 I 1 1

LEGAL DESCRIPTION PARK LOTS 2 amp 3 FIRST TIER

PART OF PARK LOT 4 FIRST TIER PARK LOTS 2 amp 3 SECOND TIER

PARK LOTS I 2 amp 3 THIRD TIER PARK LOTS 1 amp 2 FORTH TIER PARK LOTS 1 amp 2 FIFTH TIER PART OF GORE IN FRONT OF

PARK LOTS 2 amp 3 FIRST TIER wEST or TOWN PlAN NO 6

PART OF UNNAMED STREET PART OF WATER STREET

PART OF ROAD AllOWANCE BETWEEN PARK LOTS I 2 amp 3 TIER 2 amp

PARK LOTS I 2 amp 3 TIER 3 TIER 3 REGISTERED PLAN NO6 TOWN PLAN NO 6 JOHNSTOWN

PART OF BLOCK 1 REGISTERED PLAN NO 55

PORT OF PRESCOn TOWNSHIP or EDWARDSBURGHCAROlNAL

COuNTY OF GRENVIllE

11 ~gs amppI(O~Ota etIC eialo aoe lttIUI

bull Of ~middotmiddott ~ c t poundnotr-~ fI1ampIlO l ILASTERN De Nln1IICII()OI I~ JleptOOlClato II~ -oeofl(~-a~~ bIIft~ middot JOHNSTOWN FERTILIZER SHEDGESTION IMMOBILIERE SETL ~W~ tIO~ Io- ~ E NGINEERING GROUP INC SITE PLANfna ccrttaa rISl irC~ Iid ~r 1 3006 COUNTY ROAD 2 JOHNSHTOWN C1Of l jIIJCI PJflf IIQ t~ 01middot Jenrl 1mdrIc-- I~IGmiddot~J~

Or~ arrgtal)~ middot~~s-)a fcwrIoI ]~~

~0rK-JJV v I ~- _ ft-Q ~ Jm

eceived MAY Z 1 2019

Township of EdwardsburghCardinal

RIDEAU BULK TERMINAL

TOWNSHIP OF EDWARDSBURGCARDINAL ON

PREPARED FOR

GESTION IMMOBILIERE SETL

STORMWATER MANAGEMENT REPORT

3006 COUNTY ROAD 2 JOHNSTOWN

EASTERN ENGINEERING GROUP INC

APEX BUILDING

100 STROWGER BLVD SUITE 207

BROCKVILLE ON

K6V SJ9

MARCH 2019

REVISED MAY 2019

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

88

84

80

76

LEGEND Ilt EXlsnNG GRADE

~ PROPOSED GRADE

~ PROPOSED $WALE GRADE

_______ ~ EXISTING GROUND CONTOUR

DIRECTION OF DRAINAGE

40mm HL3 40mm Hl 4 150mm GRANuLAR A

4QOmm GAANULAR 8 TYPE II

ASPHALT SECTION NTS

)S 1Jw lG

t72 ~-L~-------=----i ~

1 ROAD

GRADE

0 ~ 0 ~ --~-----=----~~----~----~~~----

NOTE I

0 0 + + 0 0

GEOTE)(nLpound JOOmm MINIMU~ OF

GEOT[XTILE IN TRENCH

SECTION

i i 0 0

ROCK FLOW CHECK DAM NTS

BENCHMARK rop OF 80LT ON ueHT STANDARD

poundlCl 77JJm (cpoundoomc)

QIpound CONTRACTOR TO CONTACT unuTY eOMPANICS TO OpoundTpoundRAlINpound TYPpound LOeA nON AND CONnCURA nON OF eXISTlNe PlANT

o 0 + + o 0

R o + o

~ + o

g o + o

R ceived MAY Z1 2019

Township of dwardsburghCardinal

88

84

80

76

72

--------r~~~

f I

I I

I I

I I

I 115 -- shy

12ltn

a ~ II ~

~ 150 MINUS RIP-RAP

BASIN DITCH SLOPES AND ALL DISTURBED AREAS TO RECIEVE IOOmm TOPSOIL ~ULCH AND SEED

SEDIMENT rOREBAr 150 ~INUS RIP-RAP O5m DEEP wi ROCK

CHECK DAM OUTLET

JOOmm iJshy )I 15m HOPE CULVERT INY N 7804

S 7795 ISO tINUS RIP-RAP 20mx40mxO30m WITH BOTH ENDS

I I

HOPE CULVERT

I

I 1 I 1 1

LEGAL DESCRIPTION PARK LOTS 2 amp 3 FIRST TIER

PART OF PARK LOT 4 FIRST TIER PARK LOTS 2 amp 3 SECOND TIER

PARK LOTS I 2 amp 3 THIRD TIER PARK LOTS 1 amp 2 FORTH TIER PARK LOTS 1 amp 2 FIFTH TIER PART OF GORE IN FRONT OF

PARK LOTS 2 amp 3 FIRST TIER wEST or TOWN PlAN NO 6

PART OF UNNAMED STREET PART OF WATER STREET

PART OF ROAD AllOWANCE BETWEEN PARK LOTS I 2 amp 3 TIER 2 amp

PARK LOTS I 2 amp 3 TIER 3 TIER 3 REGISTERED PLAN NO6 TOWN PLAN NO 6 JOHNSTOWN

PART OF BLOCK 1 REGISTERED PLAN NO 55

PORT OF PRESCOn TOWNSHIP or EDWARDSBURGHCAROlNAL

COuNTY OF GRENVIllE

11 ~gs amppI(O~Ota etIC eialo aoe lttIUI

bull Of ~middotmiddott ~ c t poundnotr-~ fI1ampIlO l ILASTERN De Nln1IICII()OI I~ JleptOOlClato II~ -oeofl(~-a~~ bIIft~ middot JOHNSTOWN FERTILIZER SHEDGESTION IMMOBILIERE SETL ~W~ tIO~ Io- ~ E NGINEERING GROUP INC SITE PLANfna ccrttaa rISl irC~ Iid ~r 1 3006 COUNTY ROAD 2 JOHNSHTOWN C1Of l jIIJCI PJflf IIQ t~ 01middot Jenrl 1mdrIc-- I~IGmiddot~J~

Or~ arrgtal)~ middot~~s-)a fcwrIoI ]~~

~0rK-JJV v I ~- _ ft-Q ~ Jm

eceived MAY Z 1 2019

Township of EdwardsburghCardinal

RIDEAU BULK TERMINAL

TOWNSHIP OF EDWARDSBURGCARDINAL ON

PREPARED FOR

GESTION IMMOBILIERE SETL

STORMWATER MANAGEMENT REPORT

3006 COUNTY ROAD 2 JOHNSTOWN

EASTERN ENGINEERING GROUP INC

APEX BUILDING

100 STROWGER BLVD SUITE 207

BROCKVILLE ON

K6V SJ9

MARCH 2019

REVISED MAY 2019

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

eceived MAY Z 1 2019

Township of EdwardsburghCardinal

RIDEAU BULK TERMINAL

TOWNSHIP OF EDWARDSBURGCARDINAL ON

PREPARED FOR

GESTION IMMOBILIERE SETL

STORMWATER MANAGEMENT REPORT

3006 COUNTY ROAD 2 JOHNSTOWN

EASTERN ENGINEERING GROUP INC

APEX BUILDING

100 STROWGER BLVD SUITE 207

BROCKVILLE ON

K6V SJ9

MARCH 2019

REVISED MAY 2019

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

GESTION SETL

3006 COUNTY ROAD 2 JOHNSTOWN ON KOE ITI

STORMWATER MANAGEMENT BRIEF

MARCH 2019

is located at 3006 2 in the Township

is currently a area product

[mmobiliere is 11924 ha and located in part

2 I in Township

Terminals is the operator of the would like to expand its operations Rideau

BuJk will the construction of a nev asphalt pad a building on concrete blocks

bulk material

Immobiliere SETL and Rideau are ovvned by Logistec

currently has a large storage area bulk of salt The site

in the south eastern portion the was a previous stonnwater

in August 2003 by D for the addition of the

focuses on the proposed development in 19 on the western side of the

the new asphalt pad will be constructed is cut from previous

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

A geotechnical area was by St and

Company in 18 The report number is 18C262 and is to this in the

appendix

site conditions are a dense silty till Bedrock was on all test

completed at an +shy

The VUJ~U development is on Drawing 8569 C 1 It consists of the

bull 8350 m 2 including area the storage will

on a

bull 2787 m2 tarp building on concrete block foundations

bull Regrading of arollnd the asphalt pad to direct water to storm water basin

bull New stormwater basin to store

post drainage has

area to the new detention basin

Development of will result in an

to 100 year storm is provided by the

PRE-DEVELOPMENT RUNOFF

runoff from the developed area

to direct water for new

in runoff Stormwater for 5

The calculations below are the new asphalt area on 8569 - Cl at west side of the asphalt area

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

flow for the drainage area is the Rational Method of Concentration of 15 mins

I intensity for a 5 year storm event is 77mmhr SWM report)

runoff coefficient is dense with bedrock within 2m of the

will use a runoff coefficient of soil

of asphalt

Q CIA

Q x 075 x 77 x 0835 = 13406 Lis Allowable

POST DEVELOPMENT RUNOFF

development runoff coefficients are

ha 090

is determined using the Method

[ Q mmhr) Lis

133 27786 10 l05 21 15 77 16087 13406 2681

total gross volume for the requirements is during a 5 year storm event at

volume is 5118 m3 10

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

100 Year Storage

The 100 year storage is determined using the Modified Rational Method

Tc (min)

I (mmhr)

Q

Lis Qallow

(Lis) Qstorrd

(Lis) Storage

(m3)

15 1490 3113 13406 17724 15951 20 1280 2674 13406 13336 16004 25 1124 2347 13406 100268 15102

The maximum total gross volume for the ponding requirements is during a 100 year storm event

at 20 minutes This volume is 16004 m 3 The proposed pond is sized to hold 248 m3

STORAGE PROVIDED

Proposed Basin

The basin will be constructed at the south west corner of the new asphalt pad The runoff from

both sides of the storage shed will run into the new basin The basin is 20 m x 14 m and an

average depth of 035 m The calculated storage is 248 m3 This is above the required storage

The outlet control will be a 300 mm dia PVC installed in the base of the bed at a slope of 17

which wi II allow 123 Lis from the basin

The basin will be vegetated along with the swales leading to the basin

QUALITY CONTROL

The site has limited site characteristics to provide TSS removal using conventional methods

The area being developed is currently a gravelgrassed area with shallow bedrock

The treatment train approach will be used The overland flow from the proposed asphalt will

flow to a pre-treatment sediment fore bay The forebay wi II slow velocities of incoming

stormwater They are easily accessed for sediment removal from the asphalt areas The forebays

will be constructed below the outlet pipe in order to force water and sediment to filter in the

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

forebay reaching the stormwater detention On the west the

will be a swale rock check dams constructed in the to force water to

the rock before a sediment bottom

of the detention with a 05m sediment trap outlet pipe

This area will accessible cleaning

construction the engineers I ensure that sediment are

periodically inspected and maintained proper function during

relatively storm water anticipated in this

construction the proposed traps will ensure sediment runoff flows

not development

The development is expected to runoff which as insignificant concentrations of TSS

and pollutants The BMPs in this are a

which wiH promote natural infiltration basin which will The groundwater

table in this area is approximately earth to

ensure the which are I meet the ofSWM

lowing measures shall be enacted to provide erosion and imentation control

bull A duty silt shall installed construction area prior to the

start of construction

bull Disturbed surfaces shall be with granular loading area parking

and access or 100 mm I seed and cover (aU areas)

bull not required shall not

silt fence shall remain in place until revegetation achieved shall

be monitored maintained as required The shall remove and

erosion control measures upon completion of construction and after has

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

The Sediment and Erosion Control Plan shall be considered a living document that may need to

be changed or adjusted during the life of the project to be effective

Submitted by

Eastem Engineering Group Inc 100 Strowger Blvd Suite 207 Brockville ON K6V 5J9 Phone 613-345-0400 Fax 613-345-0008

Colin A Jardine PEng

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

I

I I

Ot1~ EDISON DRJ

I

) 000 x

IPRO OSED

AS HALT

FOREBAY -

Ot t

STORAGE I PILE I

____ 1) I I I I

I LIGHT DUTY S ILT

( FENCE OPSD 219110 I I

STRAW BALE CHECK DAM lioPSD 219100 (TYP) 0

~

10 EX DITCH RIP-RAP

on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

Drawings are not to be seate d

J~ 1~middot x

E

RI

~

f

LASTERN

eNGINEERING GROUP CONSULTING ENGINEERS

Brockvi lle Centre 125 Slevan Blvd SUite 212 BrockYl lle Om K6V 4W4

--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

IIMEASURE SHALL BE INSPECTED DAILY AND SEDIMENT CONTROL (ESC) MEASURE cAnER EVERY RAIN EVENT BY THE CONTRACTOR INDICATED ON THIS PLAN ARE NOT SUFFICIENT

t oMAY 2 1 2019 C2ALL SEDIMENT AND EROSION MEASURES SHALL THE CONTRACTOR SHALL PROVIDE ADDITIONAL

BE MAINTAINED REPAIRED OR REPLACED AS ESC MEASURES TO MINIMIZE THE RELEASE OF TCI I wnshlmiddotp of file 0 8569 C r2dwg

~--------------------------------------------------------------------~~~~~--~~~================~

Revisions

INC

Telephone middot (613) 34 5-0400

FacslmUo (613) 3 45-0008 Web Site VIWeaSQngcom

GESTION IMMOBILIERE SETL

3006 COUNTY ROAD 2 JOHNSTOWN

JOHNSTOWN FERTILIZER SHED

EROSION CONTROL PLAN

STORAGE PILE

PROPOSED ASPHALT SWALE 216

---~~--- ~ --- - ~------~----

ROCK _~ CHECK

DAM SEE DETAIL

x 0-0

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on the job prior to slarl of construction

No By Date

A ll drawings specIfications and related documents are the copy right p roperly of the Engineer and must be returned upon reques Reproduction of draWings speciflcatons and related documents in part or whole is forbidden without the Engineers written permisSion

T he contractor must cheCk and verify all dimensions

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--~--~~--~--~~~~~~--~~~~~~~~~~ NOTES SEDIMENT EROSION REQUIRED UNTIL CONSTRUCTION IS COMPLETE SOILS AND SEDIMENT INTO BODIES ~F WATER l og Chelaquo c O~ NO

856AND GROUND COVER HAS STABILIZED AND SEWER S i I--_A_JP_--I__C_A_J_--1___--1___ _9_--1

PRACTICES FOR ER OSION amp SEDIMENT CONTROL bull bull IN ACCORDANC E WITH BEST MANAGEMENT

IMMEDIATELY CONTAIN AND REMOVE ANY TEMPORARY EROSION CONTROL MEASURES AND r Oawr Cnodsc 0 C ~ 2019522 LIGHT DUTY SILT FENCE AND STRAW BALE SEDIMENTS THAT BREACH SILT BARRIERS ANY ACCUMULATED SEDIMENT ARE TO BE REMOVED 2 AJP

CHECK DAMS SHALL BE IN STALLED AT SEDIMENT LEAVING SITE DURING CONSTRUCTION BY THE CONTRACTOR AFTER REVEGETATION HAS i Scale

SHALL BE REMOVED IMMEDIATELYLOCATIONS AS SHOWN ON THE DRAWING OCCURED AND SITE HAS BEEN STABLlLlZED eceived 1 bull ALL SEDIMENT AND EROSION CONTROL bull IN THE EVENT THAT THE EROSION AN D

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~--------------------------------------------------------------------~~~~~--~~~================~

SCHEDULEC Site Plan Control Agreement

TO AGREEMENT EXECUTED THE __ day of ______ 2019

BETWEEN GESTION IMMOBILIERE SETl

AND THE CORPORATIOIJ OF THE TOWIJSHIP OF EDWARDSBURGHCARDINAl

1 ACCESS FACILITIES

a) As per site plan forming Exhibit 4 of Schedule B

2 OFF-STREET PARKING AND lOADING

a) As per site plan forming Exhibit 1 of Schedule B to this Agreement b) All off-street parking lots ad access driveways on the owners lands are

to be paved within one year

3 SNOW REMOVAL

a) Responsibility of the owner

4 GRADING AND DISPOSAL OF STORM AND SANITARY WASTE

a) Sanitary waste as per requirements of the District Health Unit b) Storm waste disposal as per Exhibit 2 and Exhibit 5 of Schedule B to

this Agreement

5 FLOODLIGHTING

a) Parking lots and access driveways on the owners land are to be illuminated to the requirements of the Chief Building Official

6 lANDSCAPING

a) As per site plan forming Exhibit 1 Exhibit 3 and Exhibit 4 of Schedule B to this Agreement

7 REFUSE STORAGE AND DISPOSAL

a) A refuse storage shall be provided by the owner b) The owner shall be responsible for the disposal of refuse from hisher

property

8 lOCATION OF BUilDING STRUCTURES AND FACILITIES

a) As per site plan forming Exhibit 1 Exhibit 3 and Exhibit 4 of Schedule B to this Agreement

TWP

EC TOWNSHIP OF EDWARDSBURGH CARDINAL INFORMATION ITEM

bull ca

Committee Community Development Committee

Date June 3 2019

Department Community Development

Topic Economic Development Strategy

Background In 2012 MCSweeney amp Associates prepared an Economic Development

Strategy for Edwardsburgh Cardinal The strategy was updated in November of 2017 to

form our current Economic Development Strategy This document is available on our website at wwwtwpeccaeconomicdevelopment The update includes a more recent data analysis further public consultation and a comprehensive analysis of our

Strengths Challenges Opportunities Aspirations and Results (SCOAR)

The document also provides a list of Top 10 Strategic Actions for Edwardsburgh Cardinal attached here

Next Steps Committee members can review the strategy document and be prepared for further discussion at our next meeting on July pt 2019 At the Committees request

the Community Development Coordinator would be pleased to present an update on the Top 10 Strategic Actions as described in this document at our next meeting

Community Development Coordinator

TWP

EC TOWNSHIP OF EDWARDSBURGH CARDINAL INFORMATION ITEM

bull ca

Committee Community Development Committee

Date June 3 2019

Department Community Development

Topic Economic Development Strategy

Background In 2012 MCSweeney amp Associates prepared an Economic Development

Strategy for Edwardsburgh Cardinal The strategy was updated in November of 2017 to

form our current Economic Development Strategy This document is available on our website at wwwtwpeccaeconomicdevelopment The update includes a more recent data analysis further public consultation and a comprehensive analysis of our

Strengths Challenges Opportunities Aspirations and Results (SCOAR)

The document also provides a list of Top 10 Strategic Actions for Edwardsburgh Cardinal attached here

Next Steps Committee members can review the strategy document and be prepared for further discussion at our next meeting on July pt 2019 At the Committees request

the Community Development Coordinator would be pleased to present an update on the Top 10 Strategic Actions as described in this document at our next meeting

Community Development Coordinator

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

3middot10 Comprehensive Top 10 Strategic Actions The following section provides the comprehensive list of the top 10shy

strategic priority economic development actions These actions have been identified as a result of the statsdata analysis review of the 2012 Strategy and the successes to date in its implementation as well as the consultation undertaken to prepare Edwardsburghl Cardinals 2017 Economic Development Strategy Update

Similar to the 2012 Economic Development Strategy success of implementing the updated 2017 priority actions will only occur through the ongoing positive relationships and cooperation between the Township its residents and businesses as well as its economic development partners

The priority actions are listed in order of priority and contain recommended timing as follows

Ongoing =already started

Immediate = before the end of 2018

Short-term =before the end of 2020

Medium-term = before the end of 2022

In addition and as previously indicated the success of any strategy lays in the implementation To date EdwardsburghCardinal has seen success by implementing its original Economic Development Strategy Through the leadership and efforts of the Township Council the Community Development Committee Township staff and the various local businesses community groups and economic development partners EdwardsburghCardinal will again be successful in implementing this updated strategy

Going forward and similar to the 2012 Strategy all actions in the 2017

updated Strategy should be coordinated by the Townships Community Development Coordinator with the leadership of the Townships Council and Community Development Committee That said it will take a community to ensure positive community change so those partners that helped bring success to the Townships 2012

Strategy will once again be needed to help ensure success for this 2017 Strategy update

McSwee1ey amp Associ les I November 20 17 I Page 30

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions

1 The Township has been very successfuL in growing its industriaL base To continue this trend the Township needs to ensure they have an adequate amount of commerciaL and industriaL sites ltLand and buiLdings) that can accommodate new investments The Township shouLd consider undertaking an IndustrialCommerciaL Land Strategy that wouLd include

bull ContinuousLy review and if necessary update of EdwardsburghCardinaLs home-based business policies and byLaws to ensure they are best-in-cLass and up to date with changes in home based business requirements

bull Creating an inventory of aLL industriaL and commerciaL sites currently avaiLabLe for saLeLease in the Township

bull Undertaking an assessment of the inventory to ensure it is sufficient to meet current and future investment demands and community needs

bull Create a pLan to address any shortcomings in required Land including any shortcomings in required servicing (ie Water sewer naturaL gas eLectricity teLecommunication infrastructure etc)

pound -O eveLop policies to ensure proceeds from the saLe of Township owned commerciaVindustriaL Land are being used to offset the cost of securing additional required commercialindustrial land which wiLL support the Townships investment

attraction efforts

Timing

New

Immediate

New

Immediate

3 A program that has proved very beneficial to EdwardsburghCardinal in landing one

of its largest investors was the Province of Ontario Investment Ready Certified Site Select one of the Townships highest priority commerciaL properties to appLy for a Province of Ontario Investment Ready Certified Site designation to ensure the Township continues to be on the Provinces List of communities with sites shovel ready for development

4 Create an on-going formal business visitation program Start by generating a business directory to facilitate outreach Meet the owners learn about business operations discuss any issues opportunities or barriers to business Work with the business to determine ifhow services avaiLable from the Township can assist the business

5 The Township has identified specific areas with in the community that are subject to the benefits of a Community Improvement Plan (CIP) Enhance and expand these

CIPs to include policies focusing on a BrownfieLds RedeveLopment Program Considering a Brownfield site can include properties that are abandoned vacant or underutiLized properties where past actions have resuLted in actual or perceived environmental contamination andor derelict or deteriorated buildings This

expansion to existing CIP policies could include Site Assessment Grants Property Tax Assistance Programs Rehabilitation Grants etc

New

Short-term

Unofficially Ongoing

Short- term

Ongoing

Short-term

McSweeney AssociaLes I November 20 t 7 I Page 31

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic Development Actions Timing

6 The aim of the Townships tourism efforts is to better coordinate the tourism assets New with the different evellts (sporting events festivaLs etc) to ensure maximum

Short-termtourism spending in the community The actions include

bull CompLeting a tourism asset inventory of market-ready tourism experiences in the area (ie restaurants retail offerings breweries etc)

bull Connect festivaL and event coordinators with businesses within the tourism asset inventory to ensure peopLe attending the festivaLs and events have an opportunity to spend money at LocaL businesses

Continue expanding the Townships Communications Marketing Program

including buiLding out the Townships Brand Logo CommunityEconomic DeveLopment Website Marketing MateriaLs updating the new Community ProfiLe

and continuaLLy update investment attraction materials

Ongoing

Medium -term

Finally add the EdwardsburghCardinaL vaLue proposition (Why Invest in

EdwardsburghCardinal) as weLL as a ResidentiaL Attraction program to the marketing program

Continue working with local internet service providers and funding partners to help New bring accessibLe affordable high-speed broadband to the entire Township Medium-term

This includes

bull First surveying the LocaL business community to identify service delivery gaps bull BuiLding a business case to provide to service providers

Taking advantage of Larger regionaL initiatives aimed at addressing gaps in accessibLe affordabLe high-speed broadband service delivery (ie Eastern Ontario RegionaL Network)

- ------------- -----shyg Continue working towards creating a united EdwardsburghCardinaL by undertaking New

a Community DeveLopment Strategy (CDS) process Led by the Mayor the CDC and Medium-term the Townships CAO undertake a holistic Community DeveLopment Strategy (CDS)

The CDS shouLd be based on community ideaLs vaLued by EdwardsburghCardinaL and shouLd set a true community vision with priority actions for achieving the vision Grounded through previous strategic pLanning efforts - OfficiaL PLan Economic DeveLopment Strategy CIPs etc - the CDS begins with

bull A common community vision identifying how residents see the ideaL future of EdwardsburghCardinaL

McSweeney amp ASSOC iates I November 2017 I Page 32

lWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions Timing

10 Undertake a waterfront plan to explore and incorporate the best and most effective New use of EdwardsburghCardinals waterfront The pLan shouLd incLude aspects such Medium-term as

bull Passive and active development of the waterfront aLong the st Lawrence - both private and public spaces

bull Reuse and redeveLopment of the GaLop CanaL bull Access to the waterfront to accommodate activities such as diving boating

fishing as weLL as community gathering public spaces for entertainment etc

bull Active transportation Linkages incorporating east and west connections aLong the waterfront within and between CardinaL and Johnstown

McSwetlt ney Associ3 Les I N ovmbe 2017 I Page 33

III

EC TOWNSHIP OF EDWARDSBURGH CARDINAL DISCUSSION ITEM

Committee Community Development

Date June 3 2019

Department Community Development

Topic Recreational Activities in Edwardsburgh Cardinal

Background At the Community Development Committee meeting on May the Committee requested a list of recreational activities offered in Edwardsburgh Cardinal

Please see the attached document as a starting point for this list

Community Development Coordinator

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

l I I

I

I

I I

I I

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions

1 The Township has been very successfuL in growing its industriaL base To continue this trend the Township needs to ensure they have an adequate amount of commerciaL and industriaL sites ltLand and buiLdings) that can accommodate new investments The Township shouLd consider undertaking an IndustrialCommerciaL Land Strategy that wouLd include

bull ContinuousLy review and if necessary update of EdwardsburghCardinaLs home-based business policies and byLaws to ensure they are best-in-cLass and up to date with changes in home based business requirements

bull Creating an inventory of aLL industriaL and commerciaL sites currently avaiLabLe for saLeLease in the Township

bull Undertaking an assessment of the inventory to ensure it is sufficient to meet current and future investment demands and community needs

bull Create a pLan to address any shortcomings in required Land including any shortcomings in required servicing (ie Water sewer naturaL gas eLectricity teLecommunication infrastructure etc)

pound -O eveLop policies to ensure proceeds from the saLe of Township owned commerciaVindustriaL Land are being used to offset the cost of securing additional required commercialindustrial land which wiLL support the Townships investment

attraction efforts

Timing

New

Immediate

New

Immediate

3 A program that has proved very beneficial to EdwardsburghCardinal in landing one

of its largest investors was the Province of Ontario Investment Ready Certified Site Select one of the Townships highest priority commerciaL properties to appLy for a Province of Ontario Investment Ready Certified Site designation to ensure the Township continues to be on the Provinces List of communities with sites shovel ready for development

4 Create an on-going formal business visitation program Start by generating a business directory to facilitate outreach Meet the owners learn about business operations discuss any issues opportunities or barriers to business Work with the business to determine ifhow services avaiLable from the Township can assist the business

5 The Township has identified specific areas with in the community that are subject to the benefits of a Community Improvement Plan (CIP) Enhance and expand these

CIPs to include policies focusing on a BrownfieLds RedeveLopment Program Considering a Brownfield site can include properties that are abandoned vacant or underutiLized properties where past actions have resuLted in actual or perceived environmental contamination andor derelict or deteriorated buildings This

expansion to existing CIP policies could include Site Assessment Grants Property Tax Assistance Programs Rehabilitation Grants etc

New

Short-term

Unofficially Ongoing

Short- term

Ongoing

Short-term

McSweeney AssociaLes I November 20 t 7 I Page 31

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic Development Actions Timing

6 The aim of the Townships tourism efforts is to better coordinate the tourism assets New with the different evellts (sporting events festivaLs etc) to ensure maximum

Short-termtourism spending in the community The actions include

bull CompLeting a tourism asset inventory of market-ready tourism experiences in the area (ie restaurants retail offerings breweries etc)

bull Connect festivaL and event coordinators with businesses within the tourism asset inventory to ensure peopLe attending the festivaLs and events have an opportunity to spend money at LocaL businesses

Continue expanding the Townships Communications Marketing Program

including buiLding out the Townships Brand Logo CommunityEconomic DeveLopment Website Marketing MateriaLs updating the new Community ProfiLe

and continuaLLy update investment attraction materials

Ongoing

Medium -term

Finally add the EdwardsburghCardinaL vaLue proposition (Why Invest in

EdwardsburghCardinal) as weLL as a ResidentiaL Attraction program to the marketing program

Continue working with local internet service providers and funding partners to help New bring accessibLe affordable high-speed broadband to the entire Township Medium-term

This includes

bull First surveying the LocaL business community to identify service delivery gaps bull BuiLding a business case to provide to service providers

Taking advantage of Larger regionaL initiatives aimed at addressing gaps in accessibLe affordabLe high-speed broadband service delivery (ie Eastern Ontario RegionaL Network)

- ------------- -----shyg Continue working towards creating a united EdwardsburghCardinaL by undertaking New

a Community DeveLopment Strategy (CDS) process Led by the Mayor the CDC and Medium-term the Townships CAO undertake a holistic Community DeveLopment Strategy (CDS)

The CDS shouLd be based on community ideaLs vaLued by EdwardsburghCardinaL and shouLd set a true community vision with priority actions for achieving the vision Grounded through previous strategic pLanning efforts - OfficiaL PLan Economic DeveLopment Strategy CIPs etc - the CDS begins with

bull A common community vision identifying how residents see the ideaL future of EdwardsburghCardinaL

McSweeney amp ASSOC iates I November 2017 I Page 32

lWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions Timing

10 Undertake a waterfront plan to explore and incorporate the best and most effective New use of EdwardsburghCardinals waterfront The pLan shouLd incLude aspects such Medium-term as

bull Passive and active development of the waterfront aLong the st Lawrence - both private and public spaces

bull Reuse and redeveLopment of the GaLop CanaL bull Access to the waterfront to accommodate activities such as diving boating

fishing as weLL as community gathering public spaces for entertainment etc

bull Active transportation Linkages incorporating east and west connections aLong the waterfront within and between CardinaL and Johnstown

McSwetlt ney Associ3 Les I N ovmbe 2017 I Page 33

III

EC TOWNSHIP OF EDWARDSBURGH CARDINAL DISCUSSION ITEM

Committee Community Development

Date June 3 2019

Department Community Development

Topic Recreational Activities in Edwardsburgh Cardinal

Background At the Community Development Committee meeting on May the Committee requested a list of recreational activities offered in Edwardsburgh Cardinal

Please see the attached document as a starting point for this list

Community Development Coordinator

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

l I I

I

I

I I

I I

TWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic Development Actions Timing

6 The aim of the Townships tourism efforts is to better coordinate the tourism assets New with the different evellts (sporting events festivaLs etc) to ensure maximum

Short-termtourism spending in the community The actions include

bull CompLeting a tourism asset inventory of market-ready tourism experiences in the area (ie restaurants retail offerings breweries etc)

bull Connect festivaL and event coordinators with businesses within the tourism asset inventory to ensure peopLe attending the festivaLs and events have an opportunity to spend money at LocaL businesses

Continue expanding the Townships Communications Marketing Program

including buiLding out the Townships Brand Logo CommunityEconomic DeveLopment Website Marketing MateriaLs updating the new Community ProfiLe

and continuaLLy update investment attraction materials

Ongoing

Medium -term

Finally add the EdwardsburghCardinaL vaLue proposition (Why Invest in

EdwardsburghCardinal) as weLL as a ResidentiaL Attraction program to the marketing program

Continue working with local internet service providers and funding partners to help New bring accessibLe affordable high-speed broadband to the entire Township Medium-term

This includes

bull First surveying the LocaL business community to identify service delivery gaps bull BuiLding a business case to provide to service providers

Taking advantage of Larger regionaL initiatives aimed at addressing gaps in accessibLe affordabLe high-speed broadband service delivery (ie Eastern Ontario RegionaL Network)

- ------------- -----shyg Continue working towards creating a united EdwardsburghCardinaL by undertaking New

a Community DeveLopment Strategy (CDS) process Led by the Mayor the CDC and Medium-term the Townships CAO undertake a holistic Community DeveLopment Strategy (CDS)

The CDS shouLd be based on community ideaLs vaLued by EdwardsburghCardinaL and shouLd set a true community vision with priority actions for achieving the vision Grounded through previous strategic pLanning efforts - OfficiaL PLan Economic DeveLopment Strategy CIPs etc - the CDS begins with

bull A common community vision identifying how residents see the ideaL future of EdwardsburghCardinaL

McSweeney amp ASSOC iates I November 2017 I Page 32

lWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions Timing

10 Undertake a waterfront plan to explore and incorporate the best and most effective New use of EdwardsburghCardinals waterfront The pLan shouLd incLude aspects such Medium-term as

bull Passive and active development of the waterfront aLong the st Lawrence - both private and public spaces

bull Reuse and redeveLopment of the GaLop CanaL bull Access to the waterfront to accommodate activities such as diving boating

fishing as weLL as community gathering public spaces for entertainment etc

bull Active transportation Linkages incorporating east and west connections aLong the waterfront within and between CardinaL and Johnstown

McSwetlt ney Associ3 Les I N ovmbe 2017 I Page 33

III

EC TOWNSHIP OF EDWARDSBURGH CARDINAL DISCUSSION ITEM

Committee Community Development

Date June 3 2019

Department Community Development

Topic Recreational Activities in Edwardsburgh Cardinal

Background At the Community Development Committee meeting on May the Committee requested a list of recreational activities offered in Edwardsburgh Cardinal

Please see the attached document as a starting point for this list

Community Development Coordinator

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

l I I

I

I

I I

I I

lWP ECONOMIC DEVELOPMENT STRATEGY UPDATE EC November 2017 bull ca

Priority Economic DeveLopment Actions Timing

10 Undertake a waterfront plan to explore and incorporate the best and most effective New use of EdwardsburghCardinals waterfront The pLan shouLd incLude aspects such Medium-term as

bull Passive and active development of the waterfront aLong the st Lawrence - both private and public spaces

bull Reuse and redeveLopment of the GaLop CanaL bull Access to the waterfront to accommodate activities such as diving boating

fishing as weLL as community gathering public spaces for entertainment etc

bull Active transportation Linkages incorporating east and west connections aLong the waterfront within and between CardinaL and Johnstown

McSwetlt ney Associ3 Les I N ovmbe 2017 I Page 33

III

EC TOWNSHIP OF EDWARDSBURGH CARDINAL DISCUSSION ITEM

Committee Community Development

Date June 3 2019

Department Community Development

Topic Recreational Activities in Edwardsburgh Cardinal

Background At the Community Development Committee meeting on May the Committee requested a list of recreational activities offered in Edwardsburgh Cardinal

Please see the attached document as a starting point for this list

Community Development Coordinator

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

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EC TOWNSHIP OF EDWARDSBURGH CARDINAL DISCUSSION ITEM

Committee Community Development

Date June 3 2019

Department Community Development

Topic Recreational Activities in Edwardsburgh Cardinal

Background At the Community Development Committee meeting on May the Committee requested a list of recreational activities offered in Edwardsburgh Cardinal

Please see the attached document as a starting point for this list

Community Development Coordinator

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

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I

I

I I

I I

Recreational Activities in TWPEC

TWPEC

TWPEC

TWPEC

Mike Limburg

Johnstown ATV Club

ScoutsBeaversC ubs

YMCA

CPHC

Sue Turner

TWPEC

TWPEC

SpencervilleCardinal Legion

Agricultural

Labour Day Festival Committee

June 22

Adult

ParentiTot Skating while ice is on the arena

Public Skating Seasonal while ice is on the arena

Baseball in Johnstown Seasonal SpringSummer

Spencerville Blooperball Seasonal

Cardinal Youth Group Children i

meet once a week for a Children Regular

snack and games

Swimming lessons iChildren Summer months

ults Scheduled Events

Seasonal Summer months

Seasonal

ults Seasonal

Figure Skating

Educational Programs

Aquafit

Swim Teams Cardinal Sea Sharks amp Johnstown Bear Paws

Spencerville Fair

Labour Events

Children

Children

Seniors

Seniors

Children

Seasonal

Regular Programming

Regular

Programming

Regular Programming

Seasonal Summer months

Seasonal Summer months

Scheduled Events

Event

Event

TWPEC (Ingredion amp Greenfield have donated so that children can have one free lesson

bullSpencerville Skate Club

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

l I I

I

I

I I

I I

IEuvvu3b Cardinal OrYdlllltgt and manages various IScheduled I

I All events Example Barrell Races Pancake Breakfast etc I

iSouth Grenville BI I Festival

Annual Music Festival All Event

I IOrganizes and manages various Scheduled Events Mill

events All Example MusIc at the Mill

Sheila Fawcett Malala Womens Choir Adults Seasonal

Colleen (Chair) IEnglish Country Dancing Adults Regular Programming

ISBCC Organizes and manges various

All Scheduled Events

events in 81-lt11-1 Vlllt I Example Art Ramble in July

ITWPEC Library Needlework Group AdultsSeniors IReg Programming

ITWPEC Library Knit amp Chat AdultsSeniors ~ ~Seasonal )epleIIlUe -Ulttltff1ue

ITWPEC e-book Sessions AdultsSeniors Regular Programming

I Book Club AdultsSeniors Regular Programming

ITWP Baby time Children ~ IOgdll

ITWP IBedtime Storytime Children -Regular rrogrdl1lll1lg

ITWP I

Children I Regular Programming

Rob Farmers Market All SeasonalvJJ ~ltI VI

I I

I

l I I

I

I

I I

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