FURTHER TO EXECUTIVE COMMITTEE MEETING #13/11 To be held on Friday, February 3, 2012

FURTHER TO EXECUTIVE COMMITTEE MEETING #13/11 To be held on Friday, February 3, 2012 FURTHER TO: Pages EX6. CORRESPONDENCE EX6.1 A letter dated January 11, 2012 from Mr. David de Launay, Assistant Deputy Minister, Regional Operations Division, Ministy of Natural Resources, in regard to Rouge Park Memorandum of Understanding dated March 23, 2007. 98 EX8. SECTION II - ITEMS FOR EXECUTIVE ACTION EX8.3 - TO BE DISTRIBUTED IN ADVANCE OF THE MEETING EX8.3 CLIMATE CHANGE AND WATER RESOURCES: NATIONAL WATER ADAPTATION GUIDANCE BEST PRACTICES COMPENDIUM Award of Contract Report to Follow EX10. APPLICATION FOR PERMITS UNDER ONTARIO REGULATION 166/06 Development, Interference with Wetlands and Alterations to Shorelines and Watercourses ERRATA UPDATE SHEET 99 PERMIT APPLICATION EX10.42 IS A MAJOR APPLICATION TOWN OF MARKHAM EX10.42 TOWN OF MARKHAM To construct, reconstruct, erect or place a building or structure, site grade, temporarily or permanently place, dump or remove any material, originating on the site or elsewhere and alter a watercourse east of Bay Thorn Drive and Yonge Street, in the Town of Markham, Don River watershed as located on the property owned by the Town of Markham. The purpose is to construct a pedestrian bridge over the existing asphalt pathway, removal of three corrugated steel pipe (CSP) culverts and replace with a pool rifle sequence, removal of headwall and weir structure, enhance riparian vegetation and rehabilitate the eroded banks in order to mitigate the associated erosion in Pomona Mills Creek. The Ministry of Natural Resources (MNR) warm water fisheries timing window will apply unless otherwise specified in writing by MNR. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. 103

TOWN OF RICHMOND HILL EX10.43 TOWN OF RICHMOND HILL To construct, reconstruct, erect or place a building or structure, temporarily or permanently place, dump or remove any material, originating on the site or elsewhere and alter a watercourse near Loyal Blue Crescent, southeast of Yonge Street and Gamble Road in the Town of Richmond Hill, Rouge River watershed as located on the property owned by Town of Richmond Hill. The purpose is to replace a failed culvert and walkway with a 10m long pedestrian bridge, including rehabilitation of the creek channel. The Ministry of Natural Resources (MNR) Redside Dace fisheries timing window will apply to this project unless otherwise specified in writing by MNR. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO). 105

CORRESPONDENCE EX6.1 98

EX10 APPLICATION FOR PERMITS UNDER ONTARIO REGULATION 166/06 Development, Interference with Wetlands and Alterations to Shorelines and Watercourses Information has been received and reviewed by staff for the following Scheduled Errata items. The recommendations within the staff reports should be amended to include the following: EX10.17 CALI/BELLISSIMO Letter of Undertaking, prepared by M. Yarranton, KLM Planning Partners Inc., dated January 31, 2012, to address outstanding engineering related concerns. EX10.18 SUNDIAL HOMES (CASTLEMORE) LIMITED Letter of Undertaking, prepared by D. Horgan, Candevcon Limited, dated January 31, 2012, to address outstanding engineering and ecology concerns. EX10.19 QUALITY SEEDS General Notes, Drawing No. G-1, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; General Plan, Drawing No. G-2, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Storm Drainage Area Plan, Drawing No. G-3, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Huntington Road, From Sta. 0+000 to Sta. 0+260, Drawing No. P-1, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Huntington Road, From Sta. 0+260 to Sta. 0+520, Drawing No. P-2, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Langstaff Road, From Sta. 0+000 to Sta. 0+240, Drawing No. P-3, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Langstaff Road, From Sta. 0+240 to Sta. 0+460, Drawing No. P-4, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Langstaff Road, From Sta. 0+240 to Sta. 0+460, Drawing No. P-5, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011; Erosion and Sediment Control Plan, Drawing No. EC-1, prepared by Urban Ecosystems Limited, Revision No. 1 (revise dated December 22, 2011), received by TRCA on December 23, 2011. EX10.20 34 SENLAC ROAD WITHDRAWN EX10.21 31 MONTRESSOR DRIVE WITHDRAWN 99

EX10.22 ROSEDALE GOLF CLUB Drawing No. S1, Failed Plan Layout and Section, prepared by Moon-Matz Ltd., dated January 2012, Revision No. 2, revised on January 23, 2012, received on January 27, 2012; Drawing No. S2, Backing Slope Layout, Section and Specification, prepared by Moon-Matz Ltd., dated January 2012, Revision No. 2, revised on January 23, 2012, received on January 27, 2012, redline revised by TRCA staff on January 31, 2012; Drawing No. S3, Silt Fence Details and Notes, prepared by Moon-Matz Ltd., dated January 2012, Revision No. 2, revised on January 23, 2012, received on January 27, 2012. EX10.23 BELL CANADA Drawing 403, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 404, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 405, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 406, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 407, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 408, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 409, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 410, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 416, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 417, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 418, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 419, V68682, prepared by Netricom, on behalf of Bell Canada, dated Drawing 701, V68682, General notes, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received January 03, 2012, redline revised on January 31, 2012; Drawing 702, V68682, Heavy duty silt fence barrier, prepared by Netricom, on behalf of Bell Canada, dated Contingency plan in the event of sedimentation or Frac-out, prepared by Bell Canada, received December 16, 2011. EX10.24 10151 HIGHWAY 27 Site Plan, prepared by Stel & Geyer Professional Land Surveyors Inc., dated January 11, 2012, received by the TRCA January 26, 2012; Basement Floor Plan, drawing no. P-03, prepared by Mosszen Design Interiors, dated November 23, 2011, received by the TRCA January 16, 2012; 100

Ground Floor Plan, drawing no. P-01-R4, prepared by Mosszen Design Interiors, dated November 23, 2011, received by the TRCA January 16, 2012; Second Floor Plan, drawing no. P-02-R4, prepared by Mosszen Design Interiors, dated November 23, 2011, received by the TRCA January 16, 2012; West Elevation, drawing no. E-01, prepared by Mosszen Design Interiors, dated December 2, 2011, received by the TRCA January 16, 2012; South Elevation, drawing no. E-02, prepared by Mosszen Design Interiors, dated December 2, 2011, received by the TRCA January 16, 2012; East Elevation, drawing no. E-03, prepared by Mosszen Design Interiors, dated December 2, 2011, received by the TRCA January 16, 2012; North Elevation, drawing no. E-04, prepared by Mosszen Design Interiors, dated December 2, 2011, received by the TRCA January 16, 2012. EX10.25 POLISH ARMY VETERANS ASSOCIATION OF AMERICA Site Plan, Drawing No. A-01, prepared by AIM Engineering, dated January 2012, received by the TRCA January 20, 2012, redline revised to indicate location of sediment control fencing; Structural & Roof Plan, Drawing No. A-02, prepared by AIM Engineering, dated January 2012, received by the TRCA January 24, 2012; Cross Section / Elevation, Drawing No. A-03, prepared by AIM Engineering, dated January 2012, received by the TRCA January 24, 2012. EX10.26 PACHINO CONSTRUCTION Revised Drawing 1, Erosion Sediment Control (ESC) Plan, illustrating access route and boreholes, undated, received January 17, 2012; Erosion Sediment Control (ESC) Plan, received January 17, 2012, redlined by TRCA staff to revise fisheries timing window to July 1st to September 15th; Figure 1, Silt Fence Installation Specification, OPSD - 219.130, received January 17, 2012; Figure 2, SD204, Tree Preservation Specification, prepared by Corporation of the Town fo Ajax, received January 17, 2012; Figure 3, Detail of Temporary Crossing, received January 17, 2012; Figure 4, Coir Matting Installation Specification, received January 17, 2012. EX10.27 7327 FINNERTY SIDE ROAD Letter of Undertaking, prepared by R. Ogilive, dated January 31, 2012, to address all outstanding TRCA issues. EX10.28 BELL CANADA Drawing 409, V60101, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2012; Drawing 410, V60101, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2012; Drawing 411, V60101, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2012; Drawing 701, V60101, General notes, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2012, redline revised on January 31, 2012; Drawing 702, V60101, Heavy duty silt fence barrier, prepared by Netricom, on behalf of 101

Bell Canada, dated December 05, 2011, received December 23, 2012; Contingency plan in the event of sedimentation or Frac-out, prepared by Bell Canada, received December 16, 2011. EX10.29 BELL CANADA Drawing 401, V60101, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2011; Drawing 406, V60101, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received December 23, 2011; Drawing 701, V60101, General notes, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, December 23, 2011, redline revised on January 31, 2012; Drawing 702, V60101, Heavy duty silt fence barrier, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, December 23, 2011; Drill fluid management and contingency plan in the event of sedimentation or Frac-out, prepared by Bell Canada, received January 18, 2012. EX10.30 BELL CANADA Drawing 416, V60101, prepared by Netricom, on behalf of Bell Canada, dated Drawing 417, V60101, prepared by Netricom, on behalf of Bell Canada, dated Drawing 418, V60101, prepared by Netricom, on behalf of Bell Canada, dated Drawing 701, V60101, General notes, prepared by Netricom, on behalf of Bell Canada, dated December 05, 2011, received January 03, 2012, redline revised on January 31, 2012; Drawing 702, V60101, Heavy duty silt fence barrier, prepared by Netricom, on behalf of Bell Canada, dated Drill fluid management and contingency plan in the event of sedimentation or Frac-out, prepared by Bell Canada, received January 18, 2012. EX10.31 13275 CALEDON-KING TOWNLINE SOUTH Site Plan, Drawing No. SK-1, prepared by Cityscape Design Innovation Inc., dated October 2011, received by the TRCA January 17, 2012, redline revised to indicate removal of excess fill material and location of sediment control fencing; Retaining Wall Sections, Drawing No. SK-2, prepared by Cityscape Design Innovation Inc., dated October 2011, received by the TRCA January 17, 2012; Landscape Plan and Retaining Wall Drawing, Drawing No. SK-3, prepared by Cityscape Design Innovation Inc., dated January 2012, received by the TRCA January 31, 2012. 102

PERMIT APPLICATION EX10.42 IS A MAJOR APPLICATION TOWN OF MARKHAM EX10.42 TOWN OF MARKHAM To construct, reconstruct, erect or place a building or structure, site grade, temporarily or permanently place, dump or remove any material, originating on the site or elsewhere and alter a watercourse east of Bay Thorn Drive and Yonge Street, in the Town of Markham, Don River watershed as located on the property owned by the Town of Markham. The purpose is to construct a pedestrian bridge over the existing asphalt pathway, removal of three corrugated steel pipe (CSP) culverts and replace with a pool rifle sequence, removal of headwall and weir structure, enhance riparian vegetation and rehabilitate the eroded banks in order to mitigate the associated erosion in Pomona Mills Creek. The Ministry of Natural Resources (MNR) warm water fisheries timing window will apply unless otherwise specified in writing by MNR. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. The permit will be issued for the period of February 3, 2012 to February 2, 2014 in accordance with the following documents and plans which form part of this permit: Drawing GP A; General Plan, dated December, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing ES A; Erosion and Siltation Control Plan, dated December, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing RP A; Restoration Plan, dated August, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing RM A; Removal Plan, dated December, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing AP A; Access Plan, dated December, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; 103

Drawing PH A; Phasing Plan, dated December, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S01; General Notes and Plan, dated November, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S02; Elevations, dated November, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S03; Retaining Wall and Details, dated November, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S04; Abutment Plans & Details, dated November, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S05; Bridge Deck Section, dated November, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham; Drawing S06; Details, dated July, 2011, received December 22, 2011, prepared by Cole Engineering Limited, on behalf of the Town of Markham. RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: The proposal is to construct a 16m long and 3m wide pedestrian bridge over the existing asphalt pathway and stabilize the stream banks in order to mitigate the associated erosion in Pomona Mills Creek, east of Bay Thorn Drive and west of Brae Drive, Don River watershed in the Town of Markham, Regional Municipality of York. Helical piles will be used to minimize excavation in bridge construction. The works include removal of the existing headwall, construction of three wing walls, removal of three corrugated steel pipe (CSP) culverts and implementation of a pool rifle sequence. Control of Flooding: Minor grading is proposed to achieve positive drainage and to construct the pool riffle sequence. The works are not anticipated to affect the conveyance or storage of flood waters. Pollution: Standard erosion and sediment control measures (coffer dam, double silt fence) will be implemented prior to construction, maintained for the duration, and removed only after the site is stabilized and restored. Erosion and sediment control measures have been provided in accordance with the TRCA Erosion and Sediment Control Guidelines for Urban Construction. Dynamic Beaches: Not applicable Erosion: The works propose to improve slope stability and mitigate the erosion currently being observed at the site. 104

Conservation of Land: All in water works will be isolated by constructing a temporary water passage system in accordance with Ontario Provincial Standard Drawing (OPSD 221.030) and near water works will be isolated with sediment and erosion control fencing. All dewatering will be treated and released to the environment at least 30m from the watercourse. With erosion and sedimentation plans in effect, the potential for a harmful alteration, disruption or destruction (HADD) of fish habitat will be mitigated. The Ministry of Natural Resources warm water fisheries timing window (construction to occur between July 1 and March 31) will apply to the works unless otherwise specified in writing by MNR. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. Plantings The proposed works will include the planting of 31 deciduous trees, 69 shrubs and 4200 live stakes. Policy Guidelines: This proposal is consistent with Section 4.3 - 'Infrastructure and Servicing' of the Toronto and Region Conservation Authority's Valley and Stream Corridor Management Program. CFN: 44113 - Application #: 0430/10/MARK Report Prepared by: Harsha Gammanpila, extension 5629 For information contact: Harsha Gammanpila, extension 5629 Date: January 31, 2012 TOWN OF RICHMOND HILL EX10.43 TOWN OF RICHMOND HILL To construct, reconstruct, erect or place a building or structure, temporarily or permanently place, dump or remove any material, originating on the site or elsewhere and alter a watercourse near Loyal Blue Crescent, southeast of Yonge Street and Gamble Road in the Town of Richmond Hill, Rouge River watershed as located on the property owned by Town of Richmond Hill. The purpose is to replace a failed culvert and walkway with a 10m long pedestrian bridge, including rehabilitation of the creek channel. The Ministry of Natural Resources (MNR) Redside Dace fisheries timing window will apply to this project unless otherwise specified in writing by MNR. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO). 105

The permit will be issued for the period of February 3, 2012 to February 2, 2014 in accordance with the following documents and plans which form part of this permit: Drawing no number, Bridge location, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received December 05, 2011; Drawing # 2 of 6, Silt/ sediment controls, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received December 05, 2011; Drawing # 3 of 6, Creek rehabilitation, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received December 05, 2011; Drawing # 4 of 6, Bridge plan & profile restoration and planting, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received December 05, 2011; Drawing # 5 of 6, Abutment, footing and wingwall details, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received December 05, 2011; Drawing # 6 of 6, Electrical, prepared by Town of Richmond Hill Engineering & Public Works Department, dated November 14, 2011, received, December 05, 2011. RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: The proposal involves replacement of a failed culvert and walkway with a 10m long pedestrian bridge over a tributary of the Rouge River, approximately 1km southeast of Yonge Street and Gamble Road in the Town of Richmond Hill, Regional Municipality of York. The work will also include rehabilitation of the creek channel 9m upstream of the existing crossing to approximately 12m downstream of the structure, removal of existing crossing, removal of existing gravel deposits, and excavation and replacement with riverstone. 106

Control of Flooding: The proposed project is not anticipated to have impacts on the storage or conveyance of floodwaters. Pollution: Standard erosion and sediment control measures (silt fencing and coffer dam) will be implemented prior to construction and maintained for the duration of the works in order to prevent sediment from entering any watercourse. Erosion and sediment control measures have been provided in accordance with the TRCA Erosion and Sediment Control Guideline for Urban Construction. Dynamic Beaches: Not applicable Erosion: No geotechnical/slope stability issues have been identified for the proposal. Conservation of Land: With erosion and sedimentation plans in effect, the potential for a harmful alteration, disruption or destruction (HADD) of fish habitat will be mitigated and a Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO). The MNR Redside Dace fisheries timing window (construction to occur between July 1 and September 15) will apply to the works unless otherwise specified in writing by MNR. Plantings All disturbed areas will be restored with native non-invasive species following construction. A net gain of 172 shrubs will be planted as part of this project. Policy Guidelines: This proposal complies with Section 4.3 - Infrastructure and Servicing - of the Toronto and Region Conservation Authority's Valley and Stream Corridor Management Program. CFN: 45604 - Application #: 0237/11/RH Report Prepared by: Harsha Gammanpila, extension 5629 For information contact: Harsha Gammanpila, extension 5629 Date: January 31, 2012 107