From: Dundas, Dave (MTO)
Sent: March 6, 2013 1:19 PM
To: Tari, Danny (MTO)
Subject: FW: Highway 404/ Doane Rd stockpile

Attachments: Memo Stockpiles at Doane Road.pdf; Plan.pdf; Plan-Layout.pdf

Hi Danny

 

Could you load this email plus all attachments into the WP/Contract Geocres digital file for this project. It refers to the southern project of the pair of projects along Hwy 404.

 

GWP 2109-05-00

Contract 2010-2001

 

Thanks

Dave

 


From: PK Chatterji [mailto:pkchatterji@thurber.ca]
Sent: March 6, 2013 11:35 AM
To: 'Wong, Felix KY'; Sinke, David
Cc: Dundas, Dave (MTO); manderson@thurber.ca; speters@thurber.ca
Subject: RE: Highway 404/ Doane Rd stockpile

 

Felix /David

 

Attached is our foundation technical memorandum for the Hwy 404/ Doane Road Stockpile. Please circulate it as you see fit. We have also reviewed your proposed design from a foundation perspective and it is consistent with our foundation recommendations .If you have any questions ,please do not hesitate to call.

 

 

Regards,

 

P.K. Chatterji, Ph.D, P.Eng.

Principal / Senior Geotechnical Engineer

 

Thurber Engineering Ltd.
103, 2010 Winston Park Drive

Oakville ON L6H 5R7

T. 905 829 8666 x222 | F. 905 829 1166

thurber.ca

 

This e-mail and any attached files are intended for the use of the individual or entity named above. Any distribution, copying, reliance or action taken based on its contents by any one other than the intended recipient is strictly prohibited. If you have received this e-mail by error please delete it and notify the sender.

 

From: Wong, Felix KY [mailto:Felix.ky.Wong@amec.com]
Sent: March-05-13 1:46 PM
To: Kandiah, Nanda (MTO); Coffey, Bryan (MTO)
Cc: Sinke, David; PK Chatterji
Subject: Highway 404/ Doane Rd stockpile

 

Nanda/ Bryan,

 

Please find attached our proposed design for the stockpile at the Doane Road interchange.  We managed to adequately stockpile the York Region required volume of 80,000m3 into the ramp location without needing the carpool location.  The stockpile is up to 10m in height and accommodates approximately 82,000m3 of fill material.  Sediment and erosion control measures have been considered and incorporated into the design.  Please review and provide any comments you may have.

 

Thank you,


Felix

 

Felix Wong, P. Eng.
Transportation Project Engineer

AMEC

Environment & Infrastructure
3215 North Service Rd, Burlington, ON  L7N 3G2
Tel (905) 335-2353 X234
Fax (905) 335-1414

felix.ky.wong@amec.com

Be more sustainable - think before you print.

 

 


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