FURTHER TO EXECUTIVE COMMITTEE MEETING #7/11 To be held on August 5, 2011

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1 FURTHER TO EXECUTIVE COMMITTEE MEETING #7/11 To be held on August 5, 2011 FURTHER TO: Pages EX8. SECTION II - ITEMS FOR EXECUTIVE ACTION EX8.2 - LISTED ON AGENDA AS REPORT TO FOLLOW EX DEER VALLEY DRIVE EMERGENCY EROSION CONTROL MAINTENANCE PROJECT Tender PMO11-05 Town of Caledon, Region of Peel 121 EX8.3 - FROM AUTHORITY MEETING #7/11 EX8.3 WILD WATER KINGDOM Request For Approval of Driving Range on Leased Land 126 EX10. APPLICATIONS FOR PERMITS PURSUANT TO ONTARIO REGULATION 166/06 Development, Interference with Wetlands and Alterations to Shorelines and Watercourses ERRATA UPDATE SHEET 131 CITY OF TORONTO [NORTH YORK COMMUNITY COUNCIL AREA] EX10.84 TRANS-NORTHERN PIPELINES INC. To site grade and temporarily or permanently place, dump or remove any material, originating on the site or elsewhere within the existing utility corridor- east of the G. Ross Lord Reservoir, north of Finch Avenue, in the City of Toronto (North York Community Council Area), Don River Watershed as located on property owned by TRCA and Hydro One. The purpose is to undertake pipeline maintenance works within the hydro corridor north of Finch Avenue, east of the G Ross Lord Reservoir. Works will include the excavation and repair of a segment of the existing pipeline. No in-water works are associated with this project. 136

2 TOWN OF MARKHAM EX10.85 REGIONAL MUNICIPALITY OF YORK To construct, reconstruct, erect or place a building or structure on 16th Avenue between Warden Avenue and Kennedy Road, in the Town of Markham, Rouge River Watershed as located on the property owned by Regional Municipality of York. The purpose is to permit the installation of 1.2 kilometers of 750 millimeter diameter watermain along 16th Avenue between Warden Avenue and Kennedy Road, crossing below Berczy Creek and Bruce Creek via horizontal directional drilling, two associated valve chambers, and an air relief valve chamber. The red side dace timing window will be applied to the works. 138 TOWN OF RICHMOND HILL EX10.86 EX ONTARIO INC. C/O LEBOVIC ENTERPRISES To construct, reconstruct, erect or place a building or structure, site grade and alter a watercourse on Lot 64, Concession 1 Block 158, Plan 65M-3801, ( Yonge Street), in the Town of Richmond Hill, Humber River Watershed as located on the property owned by Ontario Inc. c/o Lebovic Enterprises. The purpose is to undertake works within a TRCA Regulated Area in order to facilitate the construction of a 99-unit townhouse development block that includes amphibian crossings and a stormwater outfall. 140 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 in the area of Verdi Road to Parker Avenue, near Bathurst Street and King Road, in the Town of Richmond Hill, Humber River Watershed as located on the property owned by Town of Richmond Hill and Toronto and Region Conservation Authority. The purpose is to construct approximately 500m of a woodchip trail and 1500m of a limestone screening trail connecting Verdi Road and Parker Avenue north of Poplar Drive in Town of Richmond Hill. The project also includes construction of a 50m asphalt trail in Woodside Park, installation of four boardwalks, three bridges, three culverts and one lookout. Helical pier footings and armourstone retaining walls will be used in bridge construction. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. The works will occur within an extended Ministry of Natural Resources (MNR) cold water fisheries timing window. 143

3 EX WHITE OAK CRESCENT To construct, reconstruct, erect or place a building or structure, site grade and temporarily or permanently place, dump or remove any material, originating on the site or elsewhere on Lot 11, Plan 65M-2799, (22 White Oak Crescent), in the Town of Richmond Hill, Don River Watershed. The purpose is to acknowledge the construction of a rear deck, path, and gazebo in the rear yard of the existing dwelling within a Regulated Area of the Don River Watershed. The structures were constructed without TRCA or municipal building permits. As such, a permit fee and 'after the fact' fee was paid by the applicant in association with the violation. 148

4 TO: FROM: Chair and Members of the Executive Committee Meeting #7/11, August 5, 2011 Nick Saccone, Director, Restoration Services Item EX8.2 RE: 51 DEER VALLEY DRIVE EMERGENCY EROSION CONTROL MAINTENANCE PROJECT Tender PMO11-05 Town of Caledon, Region of Peel KEY ISSUE Award of Contract PMO11-05 for gabion stone. RECOMMENDATION THAT Contract PMO11-05 for the supply and delivery of approximately 6,500 tonnes of 100mm-200mm gabion stone to the 51 Deer Valley Drive Emergency Erosion Control Maintenance Project, Village of Bolton, Town of Caledon, Region of Peel, be awarded to Dale Ottewell Construction & Logging Ltd. for a total unit price of $26.75 per tonne and a total cost not to exceed $173,875.00, plus HST, it being the lowest bid meeting Toronto and Region Conservation Authority (TRCA) specifications; THAT should staff be unable to achieve an acceptable contract with the above-mentioned contractor, staff be authorized to enter into and conclude contract negotiations with other contractors that submitted tenders, beginning with the next lowest bidder meeting TRCA specifications; AND FURTHER THAT authorized TRCA officials be directed to take the action necessary to implement the contract including obtaining needed approvals and signing and execution of documents. BACKGROUND The area of concern is a section of the Humber River located adjacent to the east of the Deer Valley Drive right-of-way and immediately north of the residential property, 51 Deer Valley Drive. The study area is approximately 90 m downstream from the Glasgow Road Bridge, along a bend of the Humber River, approximately 75 m in length. A location map of the study area is shown in Attachment 1. In the spring of 2009, the site was identified to TRCA by the Town of Caledon, and by the residents of 51 Deer Valley Drive. The residents reported the loss of several trees, as well as ongoing crest recession towards the road on the coincident slope adjacent to No. 51 Deer Valley Drive. 120

5 TRCA retained a professional engineering consulting firm, Terraprobe Limited, to complete a geotechnical investigation to determine the potential risk for future slopes failures and any potential impacts to the Deer Valley Drive right-of-way and the residential property (51 Deer Valley Drive). Terraprobe identified that the instability of the slope was a result of the active toe erosion caused by the water flow along the unprotected bank. Terraprobe recommended that bank protection measures be implemented to address possible future localized instability of the slope. Terraprobe confirmed there is potential for future slope failures if no protection works are completed at this site. Terraprobe recommended that the preferred solution is to extend the existing armourstone wall downstream to protect the slope from further toe erosion, thus protecting the property currently at risk. A further geomorphic and hazard assessment on the meander bend and valley wall within the project area completed by Geomorphic Solutions in 2011 confirmed the Terraprobe (2010) findings and noted that the channel at the rear of 51 Deer Valley Drive is migrating laterally at a significant rate. Based on these findings, TRCA is proposing to extend existing erosion control works located both upstream and downstream of 51 Deer Valley Drive in order to address any possible future instability of the right valley wall facing downstream and mitigate the risk to the residential dwelling, existing structures and public safety. In accordance with TRCA s Maintenance and Erosion Control Monitoring Program, the current project will be implemented as part of a maintenance project for the existing bank protection. RATIONALE Tender packages were sent to five (6) suppliers as follows: Glenn Windrem Trucking; Dale Ottewell Construction & Logging Ltd. J.C. Rock Limited; James Dick Company Ltd; Lafarge Aggregates; and Nelson Aggregate Company. Tender PMO11-05 was publicly advertised using the online service Biddingo.com on July 21, The Tender Opening Committee opened tenders on July 29, 2011 with the following results: Tender PMO11-05 Supply and Delivery of Approximately 6,500 Tonnes of 100mm 200mm Gabion Stone BIDDERS TOTAL UNIT PRICE (per tonne) TOTAL VALUE OF CONTRACT (plus HST) Dale Ottewell Construction & $26.75 $173, Logging Ltd. Nelson Aggregate Company $26.90 $174, Glenn Windrem Trucking $28.87 $187,

6 Based on the bids received, staff recommends that Dale Ottewell Construction & Logging Ltd. be awarded Contract PMO11-05 for the supply and delivery of approximately 6,500 tonnes of 100mm -200mm gabion stone for the unit cost of $26.75 per tonne and a total amount not to exceed $173,875.00, plus HST, as they are the lowest bidder meeting TRCA specifications. FINANCIAL DETAILS Funding is available in the Peel Climate Change Mitigation Capital Budget under account code Report prepared by: Aaron D'Souza, extension s: ajdsouza@trca.on.ca For Information contact: Aaron D'Souza, extension 5775 Date: July 20, 2011 Attachments: 2 122

7 Attachment 1 123

8 Attachment 2 124

9 TO: FROM: Chair and Members of the Executive Committee Meeting #7/11, August 5, 2011 James W. Dillane, Director, Finance and Business Services Item EX8.3 RE: WILD WATER KINGDOM Request For Approval of Driving Range on Leased Land KEY ISSUE Pursuant to the lease agreement with Toronto and Region Conservation Authority, Wild Water Kingdom is seeking approval for construction of a driving range on the leased lands. RECOMMENDATION WHEREAS at Authority Meeting #7/11, held on July 29, 2011, the staff report dated July 20, 2011 in regard to Wild Water Kingdom was approved, subject to review and approval by the Executive Committee of the tree removal and replacement plan; THEREFORE LET IT BE RESOLVED THAT pursuant to the lease agreement between Toronto and Region Conservation Authority (TRCA) and Wild Water Kingdom Inc. (WWK), construction and operation of a driving range at WWK be approved; THAT the driving range shall be constructed in accordance with regulatory and permit requirements of the City of Brampton and TRCA; THAT WWK shall satisfy all terms and conditions as may be required by TRCA staff; AND FURTHER THAT authorized TRCA officials be directed to the action necessary to implement the lease amendment including obtained needed approvals and signing and execution of documents. BACKGROUND Wild Water Kingdom leases land in the former Claireville Conservation Area adjacent to the Claireville reservoir and immediately north of Indian Line Campground for purposes of operating a water park and ancillary facilities. Under the terms of the lease, major capital development must be approved by the Authority. Wild Water Kingdom is requesting approval of a driving range facility on lands immediately north of the existing WWK parking lot. These lands include the former parking area used by the former Claireville Conservation Area which is presently being used by WWK as overflow parking. At Authority Meeting #7/11, held on July 29, 2011, the Members requested detailed information on the proposal be reviewed by the Executive Committee prior to approval. The Authority granted approval subject to Executive Committee approval, and in addition, at Authority Meeting #9/10, held on November 26, 2010, powers of the Authority were delegated to the Executive Committee for the August 2011 Executive Committee meeting. 125

10 RATIONALE Staff has met with the proponent on site and reviewed with representatives of WWK the location of the proposed driving range and the work required to implement the project. The project involves changes to the existing site: the former parking lot will be leveled to remove the original parking lot dividers (small mounds of earth); the fill will be retained on site; a majority of the area to be leveled is tableland and outside the flood plain, however a small portion of the east end is fill regulated area; some netting will be required but will be at modest heights since the configuration of the site is away from traffic and pedestrian areas; the driving range itself is built on concrete pads which will require minimal excavation; two small prefab structures will be located on the site, one for storage and one for sales and office use; water and electricity are available adjacent to the site; an aborists report has been prepared concerning removal of trees and shrubs from the site; there are three areas that WWK has used in the past for additional overflow parking. Minor work will be done to these areas so that they can be used by WWK to replace the overflow parking lost in construction of the driving range. Staff is recommending approval of the request subject to all terms and conditions of TRCA being satisfied. The site where the driving range is located is disturbed and has been used previously as a parking lot. It appears that tree removal can be minimized, certainly the proponent is anxious to minimize tree removal to reduce the costs of preparation. There appear to be no significant regulatory or flood plain issues but TRCA planning staff will advise. The project is complementary to the existing uses on the site. The project is consistent with the Claireville Master Plan designation for the area to the south of Steeles Avenue. FINANCIAL DETAILS The project cost is entirely the responsibility of WWK. Revenue from the driving range will be included in the revenue of WWK. TRCA receives both a base rent and percentage rent from WWK, the latter based on total gross revenue of all activities at WWK. DETAILS OF WORK TO BE DONE Staff has not received detailed plans and specifications for this work. When received, the plans and specifications will be reviewed and all TRCA requirements will be identified and met prior to TRCA staff granting approval to proceed. Wild Water Kingdom is anxious to have the driving range in place for the fall. This matter is before the Authority on July 29th because no meeting is held in August. 126

11 The driving range is being constructed by AGT Systems Inc. The President of AGT Systems Inc. will be available at the meeting to make a presentation or answer questions if desired by Members. Report prepared by: Jim Dillane, s: jdillane@trca.on.ca For Information contact: Jim Dillane, s: jdillane@trca.on.ca Date: July 20, 2011 Attachment: 2 127

12 Attachment 1 128

13 Attachment 2 129

14 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: EX10.24 ENERSOURCE HYDRO MISSISSAUGA Letter of Undertaking from Enersource Hydro Mississauga committing to provide revisions to engineering and landscape drawings to the satisfaction of TRCA staff for works in the regulated area, received by TRCA on July 28, EX DUNBARTON ROAD Plan showing rear yard deck with dimensions, prepared by Owner, received by TRCA on July 29, 2011; Rear Elevation showing rear yard deck and existing openings to the dwelling, prepared by Owner, received by TRCA on July 29, 2011; Plan showing existing basement layout with dimensions, prepared by Owner, received by TRCA on June 27, 2011; Basement Entrance South Side detail drawing, prepared by Owner, received by TRCA on June 27, 2011; Basement Entrance North and East Sides detail drawing, prepared by Owner, received by TRCA on June 27, EX TAYLORWOOD DRIVE Drawing unnumbered, Site Plan, prepared by Betz Pools, dated July 15, 2011, received on July 15, EX FALLINGBROOK WOODS Letter of Undertaking signed by owner dated August 2, 2011, received August 2, EX10.28 PROLOGIS CANADA Drawing No. CH-1, Proposed Channel, prepared by MMM Group, dated July 28, 2011, received August 2, 2011; Drawing No. ER1, prepared by MMM Group, dated July 28, 2011, received August 2, 2011; Drawing No. A1.1, Site Plan, prepared by Ware Malcomb, dated May 24, 2011, received August 2, 2011; Drawing No. SG2, prepared by MMM Group, dated May 24, 2011, received August 2, 2011; Drawing No. SG4, prepared by MMM Group, dated May 24, 2011, received August 2, 2011; Drawing No. SG5, prepared by MMM Group, dated November 8, 2010, received August 2, 2011; Drawing No. SS2, Site Servicing, prepared by MMM Group, dated May 24, 2011, received August 2, 2011; 130

15 Drawing No. SS4, Site Servicing, prepared by MMM Group, dated May 24, 2011, received August 2, 2011; Drawing No. SWM1, SWM/Wetland Pond, prepared by MMM Group, dated May 24, 2011, received August 2, 2011; Drawing No. NT1, General Notes, prepared by MMM Group, dated March 29, 2011, received August 2, 2011; Drawing No L-1, Landscape Plan, prepared by Juhan Marten, dated May 25, 2011, received August 2, 2011; Drawing No. L-2, Landscape Plan, prepared by Juhan Marten, dated May 25, 2011, received August 2, 2011; Drawing No. L-3, Landscape Details, prepared by Juhan Marten, dated May 25, 2011, received August 2, 2011; Drawing No WL-1, Planting Plan, prepared by MMM Group, dated November 12, 2010, received August 2, 2011; Drawing No. WL-2, Planting Details, prepared by MMM Group, dated November 12, 2010, received August 2, EX10.29 CITY OF TORONTO Letter of Undertaking; dated August 2, 2011; prepared by the City of Toronto; agreeing to provide revised engineering and landscaping drawings to TRCA staff satisfaction; received by TRCA on August 2, EX10.30 CITY OF TORONTO (PARKS FORESTRY AND RECREATION DIVISION) Drawing # 0; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Overall Site Plan; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 1; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Existing Site Plan; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 1A; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Construction Access Road; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 2; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Partial Site Plan - Demolition Plan; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 3A; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Partial Site Plan - New Work; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 4A; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Zamboni Room - Room 35; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; 131

16 Drawing # 5; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Typical Cross Sections Zamboni Room - Room 35; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 8; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Concrete Ice Pad; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 9; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Details; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 10; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Dasherboards and Gates; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 11; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Site Details; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 12; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Site Details; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 13; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Site Details; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # 14; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Site Details; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, 2011; Drawing # E2; Artificial Outdoor Ice Surface at Cedarvale Park Behind Phil White Arena at 443 Arlington Avenue, City of Toronto - Lighting Schematics, Electrical Detail & Notes; prepared by Peter T. Mitches & Associates Limited; on behalf of the City of Toronto; dated June 27, 2011; received by TRCA on July 20, EX HUNTINGTON ROAD Letter of Undertaking dated August 2, 2011 prepared by Stephen Monteith of Schaeffers Consulting Engineers, indicating their agreement to provide any and all minor revisions to the erosion and sediment control plans and other plans, as needed, to the satisfaction of TRCA, received by TRCA on August 2, EX WOLF CRESCENT Letter of Undertaking, prepared by M. Podrebarac, dated August 2, 2011, to address all outstanding TRCA issues. 132

17 EX10.33 POD LIFT EQUIPMENT INC. Letter of Undertaking, prepared by Marcos Limited BDC, dated August 3, 2011, to address all outstanding TRCA issues. EX10.34 TOWN OF CALEDON Letter of Undertaking, prepared by M. Seguin, Town of Caledon, to address outstanding TRCA engineering and ecology concerns. EX RAE CRESCENT Letter of Undertaking, prepared by Green Space Landscape Consultants Inc., dated August 2, 2011, to address all outstanding TRCA issues. EX10.36 ST. MAURICE & ST. VERENA COPTIC ORTHODOX CHURCH Letter of Undertaking, prepared by B. Quan, dated August 2, 2011, to address all outstanding TRCA related issues. EX10.37 TIMES GROUP CORPORATION Letter of Undertaking dated July 29, 2011, prepared by Times Group Corporation, to address all outstanding concerns and issues related to the construction of a storm outfall, associated headwall, restoration plan, slope stabilization and sediment and erosion controls, to TRCA s satisfaction, received by TRCA on August 2, EX10.38 BAIF DEVELOPMENTS LIMITED Letter of Undertaking, prepared by L. Barkey, Baif Developments Limited, to address outstanding TRCA ecology and engineering concerns. EX WAINWRIGHT AVENUE Drawing Wainwright 1_pool, prepared by Rowan -Stanciu Ltd., dated May 31, 2011, received by TRCA on July 28, 2011; redlined revised on July 28, 2011 to identify access and locations of sediment fencing. EX TH CONCESSION Letter of Undertaking dated August 2, 2011 prepared by the Landowners, indicating their agreement to provide any and all minor revisions to the site plan to the satisfaction of TRCA, received by TRCA on August 2, EX TH CONCESSION Site Plan, drawing No. SP-1, prepared by MP Design & Associates, revise dated June 28, 2011, received by the TRCA July 13, 2011; Overall Site Plan, drawing No. G-1, prepared by Gunnell Engineering Ltd., dated June 27, 2011, received by the TRCA July 13, 2011; Part Site & Grading Plan, drawing No. G-2, prepared by Gunnell Engineering Ltd., dated June 21, 2011, received by the TRCA July 13,

18 EX10.42 VALLEY KING DEVELOPMENTS LIMITED Letter of Undertaking dated July 20, 2011, to address all outstanding concerns and issues to TRCA's satisfaction, prepared by Valdor Engineering Inc, received by TRCA on July 20, EX10.43 VALLEY KING DEVELOPMENTS LIMITED Letter of Undertaking dated July 20, 2011, to address all outstanding concerns and issues to TRCA's satisfaction, prepared by Valdor Engineering Inc, received by TRCA on July 21,

19 CITY OF TORONTO [NORTH YORK COMMUNITY COUNCIL AREA] EX10.84 TRANS-NORTHERN PIPELINES INC. To site grade and temporarily or permanently place, dump or remove any material, originating on the site or elsewhere within the existing utility corridor- east of the G. Ross Lord Reservoir, north of Finch Avenue, in the City of Toronto (North York Community Council Area), Don River Watershed as located on property owned by TRCA and Hydro One. The purpose is to undertake pipeline maintenance works within the hydro corridor north of Finch Avenue, east of the G Ross Lord Reservoir. Works will include the excavation and repair of a segment of the existing pipeline. No in-water works are associated with this project. The permit will be issued for the period of August 5, 2011 to August 4, 2013 in accordance with the following documents and plans which form part of this permit: Letter Re: Permit Application for Trans-Northern Pipelines Incorporated Maintenance Site 336.4; prepared by MMM Group Limited; on behalf of Trans-Northern Pipelines Incorporated; dated July 25, 2011; received by TRCA on July 28, 2011; Figure 1; Maintenance Site, Access Route and Natural Environment Conditions ; prepared by MMM Group Limited; on behalf of Trans-Northern Pipelines Incorporated; dated July, 2011; received by TRCA on July 28, 2011; Figure 2; Maintenance Site and Sediment Erosion Control Methods - Site 336.4; prepared by MMM Group Limited; on behalf of Trans-Northern Pipelines Incorporated; dated July, 2011; received by TRCA on July 28, 2011; Figure 3; Ontario Provincial Standard Drawing - Light-Duty Silt Fence Barrier; prepared by Ontario Standards; dated November, 2006; received by TRCA on July 28, 2011; Photo Plate 1; Site Site Photos; prepared by MMM Group; on behalf of Trans-Northern Pipelines Incorporated; dated July 25, 2011; received by TRCA on July 28, 2011; 135

20 Photo Plate 2-3; Site Site Photos; prepared by MMM Group; on behalf of Trans-Northern Pipelines Incorporated; dated July 25, 2011; received by TRCA on July 28, 2011; Letter of Undertaking; dated August 2, 2011; prepared by Trans-Northern Pipelines Inc.; agreeing to provide land owner authorization from Hydro One and TRCA; received by TRCA on August 2, RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: Trans-Northern Pipelines Incorporated is proposing to undertake maintenance works to an existing 10.75" diameter petroleum pipeline within a regulated area of the Don River Watershed, north of Finch Avenue, east of the G Ross Lord Reservoir. The proposed excavation site and access route will be located within an existing utility corridor. Access to the site will be from Bathurst Street and will traverse a cultural meadow for approximately 1.5km. The work area will be approximately 16m wide and will be isolated with silt fence to contain construction generated sediment and to minimize disturbance to vegetation. The work area will contain the excavation trench, stockpile and a construction staging area. The excavation trench will be approximately 3m wide and will be between 10-45m in length. The size of this trench is dependent on the location of the damaged pipeline segment. As such, up to 270m 3 of excavated material may be temporarily stockpiled on site. Any water that enters the excavation trench will be pumped out to ensure a safe work environment. The water will be discharged into a sediment filter bag located adjacent to the isolated work area, at least 30m from the G Ross Lord Reservoir. Pumping will only occur to facilitate work being completed in the trench. These maintenance activities will be completed in August of 2011 and are expected to be completed within five days. Control of Flooding: No impacts to flooding, the conveyance or storage of flood waters is anticipated as a result of the proposed maintenance activities. Pollution: Standard erosion and sediment control measures (sediment fencing, sediment filter bags) will be implemented prior to the commencement of work, and maintained for the duration of the works, and until the site is stabilized and restored, in order to prevent construction generated sediments from entering into the reservoir. Additionally, a mud mat will be located at the entrance/exit to the access road. Erosion and sediment control measures have been provided in accordance with the TRCA's Erosion and Sediment Control Guideline for Urban Construction. Dynamic Beaches: Not applicable Erosion: No slope stability or erosion issues have been identified as a result of these works. 136

21 Conservation of Land: No in-water works are within the scope of this project. Plantings No tree removals have been identified as part of this project. All disturbed areas are to be restored with a seed mix comprised of native non-invasive species. Policy Guidelines: The proposed complies with Section Infrastructure and Servicing - of the Toronto and Region Conservation Authority's Valley and Stream Corridor Management Program. CFN: Application #: 0583/11/TOR Report Prepared by: Jonathan Pounder, extension 5304 For information contact: Jonathan Pounder, extension 5304 Date: August 3, 2011 TOWN OF MARKHAM EX10.85 REGIONAL MUNICIPALITY OF YORK To construct, reconstruct, erect or place a building or structure on 16th Avenue between Warden Avenue and Kennedy Road, in the Town of Markham, Rouge River Watershed as located on the property owned by Regional Municipality of York. The purpose is to permit the installation of 1.2 kilometers of 750 millimeter diameter watermain along 16th Avenue between Warden Avenue and Kennedy Road, crossing below Berczy Creek and Bruce Creek via horizontal directional drilling, two associated valve chambers, and an air relief valve chamber. The red side dace timing window will be applied to the works. The permit will be issued for the period of August 5, 2011 to August 4, 2013 in accordance with the following documents and plans which form part of this permit: 137

22 Letter of Undertaking to address clarification of site limits, installation methodology and mitigation measures, restoration details and additional clarification for shaft construction and dewatering activities, prepared by the Regional Municipality of York, dated August 2, 2011, received by TRCA on August 2, RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: The proposal is to permit the installation of 1.2 kilometers of 750 millimeter diameter watermain along 16th Avenue between Warden Avenue and Kennedy Road, crossing below Berczy Creek and Bruce Creek via horizontal directional drilling, two associated valve chambers, and an air relief valve chamber on the north side of 16th Avenue, between Warden Avenue and Kennedy Road in the Rouge River Watershed,Town of Markham, Regional Municipality of York. The installation work is being undertaken to replace a section of watermain that was damaged by a private contractor during an unrelated project. Control of Flooding: A portion of the proposed work is located within the Regional Storm Flood Plain. The work will not alter the existing grades and no new above ground structures are proposed. Therefore, the project will not affect the conveyance or storage of flood waters. Pollution: Standard erosion and sediment control measures (sediment control fence) will be implemented prior to construction, maintained for the duration, and removed only after the site is stabilized and restored, in order to isolate the work area from the watercourse. 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: No impacts to slope stability/erosion have been identified for the project. Conservation of Land: There will be no in water-works associated with the project and a contingency plan has been provided in the event of a frac-out. With erosion and sedimentation control plans in effect, the potential for a harmful alteration, disruption or destruction (HADD) of fish habitat will be mitigated. The MNR red side dace timing window (all work to occur between July 1 and September 15) will be applied to all in/near water works. No vegetation removals are proposed. Plantings Disturbed areas will be restored with a native seed mix after construction. 138

23 Policy Guidelines: This proposal is consistent with Section 'Infrastructure and Servicing' of the Toronto and Region Conservation Authority's Valley and Stream Corridor Management Program. CFN: Application #: 0494/11/MARK Report Prepared by: Brian Storozinski, extension 5744 For information contact: Brian Storozinski, extension 5744 Date: August 2, 2011 TOWN OF RICHMOND HILL EX ONTARIO INC. C/O LEBOVIC ENTERPRISES To construct, reconstruct, erect or place a building or structure, site grade and alter a watercourse on Lot 64, Concession 1 Block 158, Plan 65M-3801, ( Yonge Street), in the Town of Richmond Hill, Humber River Watershed as located on the property owned by Ontario Inc. c/o Lebovic Enterprises. The purpose is to undertake works within a TRCA Regulated Area in order to facilitate the construction of a 99-unit townhouse development block that includes amphibian crossings and a stormwater outfall. The permit will be issued for the period of August 5, 2011 to August 4, 2013 in accordance with the following documents and plans which form part of this permit: Drawing No. G1, Site Grading Plan Sheet 1 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 5 dated September 11, 2008, received by TRCA on August 2, 2011; Drawing No. G2, Site Grading Plan Sheet 2 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 5 dated September 11, 2008, received by TRCA on August 2, 2011; 139

24 Drawing No. G3, Site Grading Plan Sheet 3 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 5 dated November 25, 2009, received by TRCA on August 2, 2011; Drawing No. E1, Erosion and Sedimentation Control Plan - Bon Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 4 dated April 29, 2009, received by TRCA on August 2, 2011; Drawing No. S1, Site Servicing Plan Sheet 1 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 7 dated July 9,2009, received by TRCA on August 2, 2011; Drawing No. S2, Site Servicing Plan Sheet 2 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 7 dated July 9,2009, received by TRCA on August 2, 2011; Drawing No. S3, Site Servicing Plan Sheet 3 of 3 - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 6 dated July 9,2009, received by TRCA on August 2, 2011; Drawing No. D1, Storm & Sanitary Drainage Plans - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated June 22, 2005, Revision No. 3 dated September 11,2009, received by TRCA on August 2, 2011; Drawing No. P1, Municipal Watermain Municipal Storm Sewer, - Bond Lake Village, prepared by Cole Engineering Group Ltd., dated May 1, 2008, Revision No. 4 dated July 6,2009, received by TRCA on August 2, 2011; Drawing No. L1, Landscape Plan & Details - Bond Lake Village, prepared by MBTW Group, dated June 2005, Revision No. 5 dated August 27, 2008, received by TRCA on August 2, 2011; Drawing No. L2, Landscape Plan & Details - Bond Lake Village, prepared by MBTW Group, dated June 2005, Revision No. 5 dated August 27, 2008, received by TRCA on August 2, RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: The purpose of this application is to resolve an expired permit violation and to re-issue a permit for the properties. The application involves works within a TRCA Regulated Area of the Humber River Watershed, just north of Bond Lake, in order to facilitate the construction of a stormwater outfall for a 99-unit townhouse development block that includes amphibian crossings. The proposed townhouse block is located on the Oak Ridges Moraine (ORM) and north of a Provincially Significant Wetland (PSW)(Bond Lake). The lands south of the property (Bond Lake) have been conveyed to the Province through a land exchange agreement. All stormwater run-off from the proposed townhouse block will be directed into the existing stormwater system and will not run-off into the sensitive area south of the subject site. The stormwater outfall will be constructed and directed into an existing stormwater management pond to provide stormwater treatment. All the stormwater functions have been designed using TRCA guidelines. 140

25 There are two amphibian crossings proposed for this site on the east and west sides of the site. These crossings are located beneath the proposed roads within the site and are an extension of existing crossings north of this site that provides a corridor of amphibian movement from a wetland north of the subject site to Bond Lake. The crossing located on the west side of the site required grading within the buffer area, that has been conveyed to the Province in order to prevent stormwater from entering into the sensitive area south of the site. Grading within the buffer is also required by the east entrance on the proposed site to accommodate the road and lot configuration. Restoration and enhancement plantings are proposed for the disturbed areas that are to be graded. It is our opinion that the proposed restoration and enhancement plantings will provide an overall ecological net gain for this area of the Humber River Watershed. All grading has been approved by the Ontario Realty Corporation (ORC) acting on behalf of the Ministry of Public Infrastructure and Renewal (MPIR). Fee and Permit Timing: The applicant obtained a permit under Ontario Regulation 166/06 from this Authority in September 2008, which expired in September 2010, however did not request a permit extension and continued construction, therefore the applicant is in violation by continuing construction without a valid permit. The applicant has paid the application fee plus 100% as required associated with the violation of the regulation. The works pertaining to the project are consistent with those contained within the original permit. Control of Flooding: The proposed works are located within the Regional Storm Floodplain, however, mitigative measures have been implement to maintain storage capacity and/or conveyance of flood waters. As such, TRCA Water Resources staff do not anticipate any significant impacts to the storage and/or conveyance of flood waters. Pollution: Appropriate sediment and erosion controls have been installed and will continue to be maintained throughout all phases of construction. Dynamic Beaches: Not applicable Erosion: There are no geotechnical and/or slope stability concerns related to this application. Conservation of Land: No significant vegetation was removed as a result of construction. There are no fisheries related concerns associated with this project. Plantings Although no significant vegetation will be removed as a result of the proposed works, the applicant has proposed significant plantings in accordance with TRCA guidelines for the amphibian crossing and for restorative works within the buffer area. 141

26 Policy Guidelines: The proposal complies with Section New Development and Section Infrastructure and Servicing, of the Authority's Valley and Stream Corridor Management Program (VSCMP). CFN: Application #: 0596/11/RH Report Prepared by: Doris Cheng, extension 5306 For information contact: Doris Cheng, extension 5306 Date: August 3, 2011 EX10.87 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 in the area of Verdi Road to Parker Avenue, near Bathurst Street and King Road, in the Town of Richmond Hill, Humber River Watershed as located on the property owned by Town of Richmond Hill and Toronto and Region Conservation Authority. The purpose is to construct approximately 500m of a woodchip trail and 1500m of a limestone screening trail connecting Verdi Road and Parker Avenue north of Poplar Drive in Town of Richmond Hill. The project also includes construction of a 50m asphalt trail in Woodside Park, installation of four boardwalks, three bridges, three culverts and one lookout. Helical pier footings and armourstone retaining walls will be used in bridge construction. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. The works will occur within an extended Ministry of Natural Resources (MNR) cold water fisheries timing window. The permit will be issued for the period of August 5, 2011 to August 4, 2013 in accordance with the following documents and plans which form part of this permit: 142

27 Letter of Undertaking to provide minor revisions to erosion and sediment control drawings to the satisfaction of TRCA staff, prepared by Town of Richmond Hill, dated July 29, 2011, received July 30, 2011 RATIONALE The application was reviewed by staff on the basis of the following information: Proposal: The proposal involves construction of approximately 500m of a woodchip trail and 1500m of a limestone screening trail from Verdi Road east to Parker Avenue, east of Bathurst Street and north of King Road in the Town of Richmond Hill, Humber River watershed, Regional Municipality of York. The project also includes 50m of asphalt trail, installation of four boardwalks, three bridges, three armourstone culverts and one lookout. Helical pier footings and armourstone retaining walls will be used in bridge construction. 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 (heavy duty silt fence) will be implemented prior to construction, maintained for the duration, and removed only after the site is stabilized and restored. Biodegradable erosion control blankets will be used for all slopes 3:1 or greater. 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: 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. A Letter of Advice will be written by TRCA staff on behalf of Fisheries and Oceans Canada (DFO) for this project. The works will occur within an extended MNR cold water fisheries timing window (July 1 to January 31). Plantings The municipality will plant 48 deciduous trees, 173 coniferous trees, 270 shrubs and 350 native perennials as part of the works. 143

28 Policy Guidelines: This proposal complies with Section Infrastructure and Servicing - of the Toronto and Region Conservation Authority's Valley and Stream Corridor Management Program. CFN: Application #: 0234/11/RH Report Prepared by: Harsha Gammanpila, extension 5629 For information contact: Harsha Gammanpila, extension 5629 Date: August 2, 2011 EX WHITE OAK CRESCENT To construct, reconstruct, erect or place a building or structure, site grade and temporarily or permanently place, dump or remove any material, originating on the site or elsewhere on Lot 11, Plan 65M-2799, (22 White Oak Crescent), in the Town of Richmond Hill, Don River Watershed. The purpose is to acknowledge the construction of a rear deck, path, and gazebo in the rear yard of the existing dwelling within a Regulated Area of the Don River Watershed. The structures were constructed without TRCA or municipal building permits. As such, a permit fee and 'after the fact' fee was paid by the applicant in association with the violation. The permit will be issued for the period of August 5, 2011 to August 4, 2013 in accordance with the following documents and plans which form part of this permit: Deck Plan and Gazebo Plan, prepared by Cheng Wang, stamped received by TRCA Planning & Development staff on June 22, 2011; RATIONALE The application was reviewed by staff on the basis of the following information: 144

29 Proposal: The purpose of this application is to resolve an outstanding violation in order to recognize an existing deck (approximately 90m²) and gazebo (approximately 8m²) within a TRCA Regulated Area of the Don River Watershed at 22 White Oak Crescent, in the Town of Richmond Hill. The existing deck structure and gazebo are located adjacent to a valley corridor of German Mills Creek. The existing works are located at the rear of an existing house, comprised of manicured lawn, and is outside of the Regional Storm Floodplain, void of any significant natural features. As the site is within the Regulated Area associated with a tributary of the Don River and its valley lands, the applicant is required to obtain permission from TRCA prior to any works taking place. Fee and Permit Timing: The applicant initiated works in advance of a permit under Ontario Regulation 166/06 being issued, therefore the permit is to be issued "after the fact". The applicant has paid the application fee plus 100% as required for a permit "after the fact" in association with the violation of the regulation. In addition, the timeframe for this permit will be adjusted to reflect that the works have already been completed. Control of Flooding: The deck and gazebo are located outside of the Regional Storm Floodplain, and as such, no impacts to the storage and/or conveyance of floodwaters are anticipated. Pollution: As the works are complete, and no additional works are proposed, no sediment controls methods are proposed on the subject property at this time. Dynamic Beaches: Not applicable Erosion: No geotechnical and/or slope stability concerns are anticipated as a result of this application. Conservation of Land: The deck and gazebo are located at the rear of the property, which is comprised of manicured lawn, and is void of any significant vegetation. Plantings No significant vegetation has been removed as a result of this project. As such, no additional plantings are required Policy Guidelines: The proposal is in conformity with Section (E) - Property Improvement and Ancillary Structures - of the Authority's Valley and Stream Corridor Management Program. CFN: Application #: 0501/11/RH Report Prepared by: Doris Cheng, extension 5306 For information contact: Doris Cheng, extension 5306 Date: August 2,