Malcolm Tweddle & Edith Rogers Dry Pond & Sewer Improvements Millbourne Flood Mitigation Public Information Session
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1 Malcolm Tweddle & Edith Rogers Dry Pond & Sewer Improvements Millbourne Flood Mitigation Public Information Session November 19, 2015
2 Presentation Outline Millbourne Flooding Proposed Upgrades Properties Benefitting Dry Ponds Overview Dry Pond Options & Construction Issues Project Timing Stakeholder Communications / Input Slide 2
3 Millbourne Flooding Slide 3
4 Proposed Upgrades TP10 Dry Ponds TP7 Inlet to N Cell TP8 38 th Ave Inlet / Outlet to S Cell MP1 Michaels Park (North) Storage MP2 Michaels Park Storm Tunnel LR3 Millbourne Rd. East LR4 Lee Ridge Rd. (Northeast) LR5 Lee Ridge Rd. (Central) MB2 44 th Ave Sanitary Storage Slide 4
5 Proposed Upgrades - Revised TP10 Dry Ponds TP7 Inlet to N Cell TP8 38 th Ave Inlet / Outlet to S Cell MP2 66 th Street & 38 th Ave Storm Tunnel LR3 Millbourne Rd. East LR4 Lee Ridge Rd. (Northeast) MB2 44 th Ave Sanitary Storage Slide 5
6 Ponding Before and After Upgrades Existing vs Pond Only Upgrades (100-year) Slide 6
7 Ponding Before and After Upgrades Existing vs All Upgrades (100-year) Slide 7
8 Properties Benefitted (100-year event) Neighbourhood Number of Properties Benefitted (Pond Only) Number of Properties Benefitted (All Upgrades) Michaels Park Lee Ridge 0 47 Richfield 0 1 Tweddle Place Other Neighbourhoods 0 31 TOTAL Benefitting property = no flooding or visibly reduced flooding based on 2D model Slide 8
9 Dry Pond Description Two cells next to Edith Rogers and Malcolm Tweddle Schools 64,000 m 3 storage capacity 5:1 (H:V) side slopes next to schools, 3:1 to 4:1 other sides Maximum excavation depth of approximately 6.5 m Designed for 100-year rainfall event Water depth 3 m maximum, 1.2 m average (100 year event) Dry for 2-year rainfall events and less Fills in 1.5 to 2 hours (100 year event) Drains within 8 hours (100 year event) Several options with different sports field configurations Slide 9
10 How Dry Ponds Work 10
11 Existing Dry Ponds Side-Slope Comparison Example Lendrum Dry Pond Example Malmo South Campus Pond 3:1 (H:V) side slopes 5:1 (H:V) side slopes 5.5 m deep 3:1 (H:V) side slopes 1.5 m deep Slide 11
12 Dry Ponds Site - Existing Fields Slide 12
13 Dry Pond Option 1 Slide 13
14 Dry Pond Option 2 Slide 14
15 Dry Pond Option 3 Slide 15
16 Dry Pond Options Comparison Option # of Sports Fields Advantages Disadvantages Existing 3 baseball (2 large shale, 1* small grass) 5 soccer (1 large, 1 med, 2+1* small) 4 tennis 1 1 baseball (250 shale) 1 soccer (330 x 220 ) 4 tennis 2 1 baseball (250 shale) 2 soccer (330 x 220 ) 2 tennis 3 1 baseball (250 shale) 2 soccer (330 x 220 & 330 x 195 ) No tennis All 4 tennis courts remain Maximizes number of fields Further distance between the south cell and Edith Rogers School More trees to be removed 2 tennis courts lost Baseball diamond is in the lowest part of the pond All tennis courts are lost *Shared Field Slide 16
17 Project Timing Original Plan: Start design 2018, construction (pond ) Project advanced due to Provincial funding for pond Advanced Plan: Design started June 2015, draft concept review completed Preliminary and detailed design to continue to March 2016 Pond construction tentatively to start fall 2016 or fall 2017 Sewer improvements construction timing to be determined possibly advance to 2018 to 2021 Considerations: Projects coordination, LRT on 66 St., construction resources (tunnelling), provincial and City funding Slide 17
18 Stakeholder Communications Millbourne Flood Mitigation Task Force updates School administration, staff and councils Meetings in October & November; future as needed Public Meetings Information Session - November 19 Open House prior to pond construction Fall 2016 Open House prior to sewer upgrades construction Drainage website edmonton.ca > Residential & Neighbourhoods > Flooding & Prevention Via community leagues Direct to stakeholder database Slide 18
19 Input Pond options Replaced sports fields / amenities Pond safety (side slopes, warning systems, lighting etc.) Pond Construction Issues Sports fields / park areas during construction Safety, noise etc. Construction access to site Sewer upgrades and other issues Slide 19
20 Next Steps - Use stakeholder input & work with Community Services to complete design of ponds & sewer upgrades - Procure contractor for pond construction & hold open house Contact: Darwin Smith Project Manager Project Delivery, Drainage Services darwin.smith@edmonton.ca Slide 20
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Mill Creek/Peaks Branch/ State Thomas Drainage Relief Tunnel Parkdale / Lawnview Avenue Neighborhood April 26, 2016 Mill Creek, Peaks Branch and State-Thomas Watersheds PARKDALE 2 Basin Characteristics