GENERAL LOCATION PLAN FIGURE 1

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1 Burntwood River PR 280 TL KN36 Split Lake (Tataskweyak Cree Nation) Kelsey GS Nelson River Thompson Winnipeg Key Map TL KS37 Split Lake Keeyask GS ork Landing (ork Factory First Nation) Hudson Bay Railway TL KN36 Clark Lake Birthday Rapids Gull Lake North Access Road Corridor Ilford (War Lake First Nation) South Access Road Corridor Proposed Keeyask GS PR 280 Stephens Lake Butnau Dam Butnau Road TL KN36 Gillam Bipoles 1 & 2 Kettle GS TL RC60 Bird (Fox Lake Cree Nation) RADISSON CONVERTER STATION Route Distance Time Keeyask to Gillam via North Access Rd. 139 km 2hrs. Keeyask to Gillam via South Access Rd. 37 km 30min. Keeyask to Split Lake 74 km 1hr. Keeyask to Bird via North Access Rd. 130 km 1hr. 50min. Keeyask to Bird via South Access Rd. 88 km 1hr. 15min. NOTE: Travel time based on an average speed of 70 kph PR 280 PR 290 Long Spruce GS Existing Transmission Line Road/Highway Railway Generating Stations Communities Converter Stations Proposed Limestone GS HENDA CONVERTER STATION To Conawapa Private Road Access Roads Access Corridors Site Layout Proposed Reservoir Level Date:June 12/08 GENERAL LOCATION PLAN FIGURE 1

2 North Dyke STEPHENS LAKE Powerhouse Intake Channel FLOW North Dam Powerhouse Powerhouse Tailrace Channel Central Dam Transmission Tower Spur Spillway Tailrace Channel FLOW Spillway Intake Channel Spillway Spillway Powerhouse FLOW South Dam South Dyke Note: Transmission Lines are not shown. 3 Dimensional View GENERAL ARRANGEMENT OF PRINCIPAL STRUCTURES FIGURE 2

3 North Access Road To PR 280 (24 km) Main Construction Camp Stage 1 - North Channel (Temporary) Quarry (Temporary) FLOW STEPHENS LAKE Summer Level (Temporary) Ice Boom (Temporary) Rock Groin (Permanent) Stage 1 - Powerhouse (Temporary) GULL LAKE Stage 1 - Island (Temporary) Stage 2 - Island (Temporary) Stage 2 - South Dam Upstream (Permanent) Stage 1 - Central Dam (Permanent) Stage 1 - Spillway (Partially Removed) Stage 2 - South Dam Downstream (Permanent) South Access Road To GILLAM (37 km) GENERAL ARRANGEMENT OF SUPPORTING INFRASTRUCTURE FIGURE 3

4 NOTES: - All levels reference the Canadian Geodetic Survey of Canada 1929 Adjustment Vertical Datum - Winter Conditions are not represented - Water levels represent conditions during average flows Keeyask GS Stephens Gull Lake Lake Birthday Rapids Elevation [metres] Keeyask Generating Station Open Water Hydraulic Zone of Influence River Bottom 40 km 30 km W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Fig4.ppt Post Project Water Surface 20 km Feet Existing Environment Water Surface 10 km Elevation [feet] Clark Lake Split Split Lake Lake km Gull Lake 0 km WATER SURFACE PROFILES EXISTING ENVIRONMENT AND POST PROJECT FIGURE 4

5 Flow (m 3 /s) Percentile Zone Breakdown 100 % 95 % 75 % 25 % 5 % 0 % 1000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Month NOTES: Source: Split Lake Daily Outflow Percentile zone data Based on daily data. Period of record: Sept to Dec Conversion: 1 foot = meters Flow (ft 3 /s) HISTORICAL RIVER FLOW REGIME AT KEEASK GS SITE FIGURE 5

6 Tailrace Intake Gates Forebay Generator Transformer FULL SUPPL LEVEL EL M (521.7 ft) Tailrace Deck Generator Trashracks NORMAL T.W.L M (461 ft) Draft Tube Gate Slots Scroll Case Turbine Intake Draft Tube POWERHOUSE CROSS SECTION POWERHOUSE COMPLEX W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project DescriptionCurrent\Figure6.ppt FIGURE 6

7 SPILLWA CROSS SECTION SPILLWA W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Figure7.ppt FIGURE 7

8 SAMPLE DKE CROSS SECTIONS A B C SAMPLE DAM CROSS SECTIONS SAMPLE COFFERDAM CROSS SECTIONS W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Fig8.ppt DAM, DKE, AND COFFERDAM CROSS SECTIONS FIGURE 8

9 EAR 1 EAR 2 EAR 3 EAR 4 EAR 5 EAR 6 EAR 7 EAR 8 EAR 9 EAR 10 Date: June 12, 2008 Schedule: GN4_ConstrSmrySchd_D1_ _KJF_NR_Rev3.mpp W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Figure9N_STD ppt PRELIMINAR KEEASK PROJECT CONSTRUCTION SCHEDULE FIGURE 9A

10 EAR 1 EAR 2 EAR 3 EAR 4 EAR 5 EAR 6 EAR 7 EAR 8 EAR 9 EAR 10 Date: June 12, 2008 Schedule: GN4_ConstrSmrySchd_D1_ _KJF_NR_Rev3.mpp W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Figure9N_STD ppt PRELIMINAR KEEASK PROJECT CONSTRUCTION SCHEDULE FIGURE 9B

11 Notes: 1) The forecasts illustrated are based on Acres and Manitoba Hydro's estimates of manpower and a construction schedule based on a December, 2017 first unit in-service date. 2) The bar chart represents an estimate based on current regulations, present project plans, and experience with similar projects. Contractors will determine specific job requirements when the project is being built. Actual employment requirements will vary from the estimate presented above. 3) "Peak Site Workforce" refers to the maximum number of people on site, within the quarter specified. 4) The bar chart illustrates contractor site personnel (including supervisory and management positions) and Manitoba Hydro site personnel. The forecasts do not include workforce for the construction of Substations and Transmission Lines. Number of Positions at Peak Contractor Site Personnel Manitoba Hydro Site Personnel 0 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q W:\Warehouse Groups\Power Supply\Projects\Gull\Maps\ESRI Project Description\Current\Figure-ConstructionWorkforce_STD.ppt ESTIMATED PEAK SITE CONSTRUCTION WORKFORCE B QUARTER FIGURE 10

12 Start North Access Road To PR 280 Complete North Access Road Main Construction Camp North Dyke s Stage 1 - North Channel Rock Groin Quarry Stage1-Powerhouse -StartNorthAccessRoad - Start Construction Power Ice Boom -IceBoom - Quarry and North Channel s -RockGroin - Start Construction Camp Stage 1 - Island Stage 1 - Spillway - Start Excavation of Structures and unclassified material for dams/dykes EAR 1 EAR 2 EAR 3 North Dam Transmission Tower Spur Stage 1 - Central Dam - Start Service Bay Concrete - Start Powerhouse, Transitions & Wall Concrete - Start Intake Concrete - Spillway Concrete Central Dam Stage 2 - Summer s - Start Central Dam & South Access Road - Remove Spillway - Spillway Walls & Transitions Concrete - Start Powerhouse Mechanical. & Electrical - Complete North Dam South Dyke Stage 2 - Island Stage 2 - U/S South Dam - Complete Central Dam - Start Powerhouse Concrete - Start Service Bay Concrete - Complete Superstructure Stage 2 - D/S South Dam EAR 4 Start South Access Road EAR 5 Complete South Access Road EAR 6 Impound Forebay - Start Spillway Rollway Concrete - Complete Powerhouse & Service Bay Concrete -FirstPower-Unit1 - Complete North & South Dykes - Complete Spillway Rollway Concrete - Turbines & Generators - Mechanical Installations - Units 2, 3, 4 & 5 in Service - Complete Turbines & Generators - Complete Mechanical & Electrical -Units6&7inService EAR 7 EAR 8 EAR CONSTRUCTION SEQUENCE FIGURE 11

13 To PR280 Main Construction Camp To PR 280 Main Construction Camp Quarry Quarry Rock Groin North Channel Powerhouse Rock Groin North Channel GULL LAKE Spillway Central Dam FLOW Powerhouse GULL LAKE Spillway Powerhouse FLOW Central Dam Summer Level Island Spillway Island South Dam U/S South Dam D/S STAGE 1 DIVERSION EAR 2 to EAR STAGE 2 DIVERSION EAR 5 to EAR 6 STAGE 1 AND STAGE 2 DIVERSION FIGURE 12

14 L-2 L-1 L-3 L-7 L-4 W-1 PR 280 W-3 G-5 North Acces Road G-2 N-2 PR 280 N-6 G-1 N-3 G-3 N-1 STEPHENS LAKE B-1 N-11 S-5 N-21 S-18 Q-8 Q-7 Q-1 N-5 S-2a S-11 S-4 Gillam S-15 S-17a S-2b South Access Road S-16 S-10 S-9 S-13 S-12 Proposed KEEASK GS Hudson Bay Railway Borrow Areas Rock Quarry Prime Sources Prime Granular I-2 I-1 E-1 Prime Impervious Potential Sources Potential Granular Potential Impervious POTENTIAL MATERIAL SOURCES/ BORROW AREAS FIGURE 13

15 PR 280 North Access Road Dyke Line Gull Lake Clark Lake PROPOSED KEEASK SITE Birthday Rapids Split Lake Upstream Boundary of area affected by Keeyask GS during open water conditions Notes: 1. Flooded Area computed as the difference between watered area during high flow conditions before and after the Keeyask GS is developed. 2. Existing Shoreline based on 95 th percentile. Existing (Post CRD) Inflow of 4330 m 3 /s Areas Initial Reservoir Area: 93.1 sq. km (23,000 acres) Initial Flooded Area: 45.1 sq. km (11,100 acres) Initial Riverbed Area: 48.0 sq. km (11,900 acres) 3. Project Shoreline based on 95 th percentile. Project Inflow of 4430 m 3 /s at 159m forebay level. 4. Based on GR-4 axis configuration 5. This map illustrates flooded area immediately after impoundment. 6. This map does not illustrate additional flooded area that will occur as a result of shoreline erosion that will occur after reservoir impoundment. Legend Area Flooded by Keeyask GS Immediately after Impoundment Immediately after Impoundment AREA FLOODED B KEEASK GS FIGURE 14

16 Legend Mechanical Clearing Hand Clearing RESERVOIR CLEARING PLAN AREAS TO BE CLEARED PRIOR TO FLOODING FIGURE 15

17 ³ ³ ³ ³ ³ Legend ³ Potential Safe Landing Locations Hazard Marker Where Required Water Level Gauge Keeyask GS Dyke Line Potential Primary Navigation Route Landing Route Greater than 3 metres Depth Landing Route Less than 3 metres Depth Note: Post Project Depth Chart Depth 0m-2m This map illustrates the depth of water during low flow conditions and when the forebay is at the minimum operating level of m (518.4 ft) m-5m 5m-7m >7m PRELIMINAR DEPTH CHART, TRAVEL ROUTES AND SAFE LANDING LOCATIONS FIGURE 16

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