GENERAL PROJECT LAYOUT

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2 NILE RIVER SIPHON SPILLWAY EMBANKMENT DAM flow WORKSHOP & STORE MAIN GATED SPILLWAY DUMBBELL ISLAND POWERHOUSE ACCESS ROAD POWERHOUSE Metres EXISTING SITE ROAD SUBSTATION BUJAGALI-TORORO LINE (2X132kV) BUJAGALI-NALUBAALE LINE (2X132kV) Inundated Land KAYUNGA KAWANDA-BUJAGALI LINE (2X kV) Source: Scott Wilson Piesold (2005) Existing River Area New high water level when reservoir is filled Permanent Fence Line Transmisson Lines Permanent Roads H-3 GENERAL PROJECT LAYOUT Figure 1.2 MAIN HIGHWAY JINJA

3 DEVELOPER INPUTS/OUTPUTS SUBMISSION OF PROJECT BRIEF TO THE AUTHORITY AND TO LEAD AGENCY PROJECT BRIEF FORWARDED TO LEAD AGENCY S C R E E N I N G SCREEN 1 SCREEN 2 SCREEN 3 (ANNEX 2) Whether project is exempt from EIA (ANNEX 3) Whether project requires mandatory EIA Whether adequate mitigation measures have been incorporated AUTHORITY AND LEAD AGENCY CONSULTATION ON PROJECT BRIEF CERTIFICATE OF APPROVAL OF EIA SCOPING STAKEHOLDER CONSULTATIONS ON SCOPE E I S T U D Y T.O.Rs REVIEW OF T.O.Rs EI STUDY AND COLLECTION OF INFORMATION PREPARE EIS* AUTHORITY, LEAD AGENCY AND STAKEHOLDER CONSULTATIONS ON T.O.Rs PUBLIC AND STAKEHOLDER CONSULTATIONS PUBLIC AND STAKEHOLDER CONSULTATIONS EIS* LEAD AGENCY AND PUBLIC COMMENT AND REVIEW D E C I S I O N M A K I N G REVIEW AND COMMENT ON EIS* APPROVAL OF EIS DECISION ON PROJECT ANY FURTHER STAKEHOLDER AND LEAD AGENCY COMMENTS CERTIFICATE OF APPROVAL OF THE EIA RECORD OF DECISION ACTION BY DEVELOPER * EIS synonymous with SEA Report Source: Adapted from NEMA (1997) H-5 EIA PROCESS FLOWCHART FOR UGANDA Figure 2.1

4 10045-H-6 BUJAGALI FALLS AND THE SURROUNDING LANDSCAPE Figure 3.1

5 Owen Falls Agreed Curve Discharge (m3/s) Lake Victoria elevation (masl at Jinja gauge) H-58 Figure 3.2 LAKE VICTORIA OUTFLOWS: AGREED CURVE Prepared by:

6 Lake Victoria Net Basin Supply and Annual Average Outflow, Lake Victoria Water Levels, H-59 Figure 3.3 LAKE VICTORIA HYDROLOGY ( ) Prepared by:

7 E A NILE RIVER SIPHON SPILLWAY EMBANKMENT DAM flow WORKSHOP & STORE MAIN GATED SPILLWAY DUMBBELL ISLAND POWERHOUSE ACCESS ROAD POWERHOUSE Metres EXISTING SITE ROAD F B SUBSTATION BUJAGALI-TORORO LINE (2X132kV) KAYUNGA G D KAWANDA-BUJAGALI LINE (2X kV) C BUJAGALI-NALUBAALE LINE (2X132kV) Source: Scott Wilson Piesold (2005) B Inundated Land Existing River Area New high water level when reservoir is filled Permanent Fence Line Transmisson Lines Permanent Roads Air and Noise Sampling Sites H-7 AIR QUALITY AND NOISE SAMPLING SITES Figure 3.4 MAIN HIGHWAY JINJA

8 KALAGALA/ITANDA APPROX 10 km KIKUBAMUTWE NAMIZI PROPOSED FACILITY MALINDI BUJAGALI CAMP SITE NAMINYA NORTH BUJAGALI FALLS BUJAGALI ISLANDS NAMINYA KIMAKA CENTRAL FOREST RESERVE Note : Boundaries of the Central Forest Reserves are Approximate Vegetation Survey Areas Land Bird Survey Areas Water Bird Survey Areas Disease Vectors Survey Sites (1998) Jinja Wildlife Sanctuary Indicative Forest Reserve Dam SCALE 1:50, M Source: Forest Department (1999); WS Atkins (1999b); GoU (1953) H-8 TERRESTRIAL ECOLOGY STUDY SITES Figure 3.5

9 Namasagali Kilometers N Kirindi W S E Buyala Kalange Dumbbell site Jinja # Lake Victoria Source: NAFIRRI (2006) H-9 Figure 3.6 AQUATIC FLORA AND FAUNA SURVEY SITES USED IN FIRRI SURVEYS

10 Lake Victoria Flow NALUBAALE DAM (FORMERLY KNOWN AS OWEN FALLS) Source: Photographer unknown (Estimated Date: Late 1940s) H-10 Figure 3.7 THE SOURCE OF THE RIVER NILE PRIOR TO CONSTRUCTION OF NALUBAALE DAM

11 MUKONO DISTRICT JINJA DISTRICT JINJA DISTRICT MUKONO DISTRICT Kikubamutwe Namizi Proposed Bujagali Hydropower Facility Bujagali Ivunamba Malindi Kyabirwa Buloba Naminya Mabira Central Forest Reserve Naminya Resettlement Site Nalubaale and Kiira Hydropower Facilities Buloba Resettlement Land District boundary Road Project-affected Village Nile High Club Bujagali Speke Camp and Picnic Site Jinja Nile Resort Sub-county Office LC3 SCALE 1:50,000 Source: Forest Department 1999, WS Atkins 1999b H-11 SOCIO-ECONOMIC FEATURES Figure M

12 Permanent site access road Temporary site access road Kikubamutwe PROJECT SITE Ivunamba To Kampala To Nairobi/Mombasa Njeru gyratory Jinja Roundabout Terminal Roundabout JINJA Town Centre H-13 Source: WS Atkins, 1999 Figure 3.10 SCHEMATIC DIAGRAM OF THE ROAD NETWORK AROUND THE PROJECT SITE

13 MWh & Time (hrs) Jan-99 Apr-99 Jul-99 Oct-99 Jan-00 Apr-00 Jul-00 Oct-00 Jan-01 Apr-01 Jul-01 Oct-01 Jan-02 Apr-02 Jul-02 Oct-02 Jan-03 Apr-03 Jul-03 Oct-03 Jan-04 Apr-04 Jul-04 Oct-04 Jan-05 Apr-05 Jul-05 Oct-05 Jan-06 Apr-06 Jul-06 Month Total Load Shedding Time (hrs) Total MWh Shedded H-14 Figure 4.1 Load Shedding Trend in Uganda ( )

14 MW Mon ' Hour of Day T O T A L DE M A N D DO M E ST I C DE M A N D T O T A L L O A D SH E D T O T A L G E N E R A T I O N T O T A L T H E R M A L G E N E R A T I O N T O T A L E SK O M G E N E R A T I O N K E N Y A I M PO R T H-15 Figure 4.2 Current Typical Daily Load Curve (2006)

15 RWANDA Kigali BURUNDI Bujumbura LEBANON Bayrut (Beirut) Tel Aviv ISRAEL Amman JORDAN ERITREA Asmara Aseb Djibouti DJIBOUTI Kuwait KUWAIT BAHRAIN Al Manamah QATAR Ad Dawhah Abu Dhabi (Abu Zaby) Banghazi LIBYA Mediterranean Sea El-Iskandariya (Alexandria) Cairo (El-qahira) El-Suweis (Suez) Beni Suef El-Minya SAUDI ARABIA EGYPT SYRIA Bakhtaran Damascus Baghdad Esfahan IRAQ IRAN Al Basrah Persian Gulf Shiraz Al Jawf Aswan Al Madinah (Medina) Ar Riyad (Riyadh) Red Sea U. A. E. Aozou Makkah (Mecca) Port Sudan Faya-Largeau SUDAN Atbarah OMAN Salalah CHAD Khartoum (Al Khurtum) Al Fashir Mekele Sanaa Taizz Al Ghaydan YEMEN Al Mukalla Gulf of Aden ETHIOPIA Addis Abbaba Dire Dawa Hargeysa Berbera Ndele Wau Asela Bossangoa CENTRAL AFRICAN REPUBLIC Goba Juba Bangassou Bangui Bumba Kisangani Mbandaka DEMOCRATIC REPUBLIC OF THE CONGO Bukavu Gulu UGANDA KENYA Eldoret Kampala Kisumu Nairobi TANZANIA Mombasa Tabora Tanga SOMALIA Chisimayu Arua Mogadishu (Mugdisho) Indian Ocean Albert Nile Arua Albert Nile Kitgum Gulu U G A N D A Murchison Falls National Park Kotido Moroto DEMOCRATIC REPUBLIC OF THE CONGO Masindi Masindi Karuma Ayago South Murchison Falls Nile Victoria Lira Lake Kyoga Soroti Mbale Kiboga Victoria Nile Fort Portal Tororo Jinja Kampala Entebbe Bujagali Kalagala Masaka Bushenyi Mbarara 50KM H-16 Figure 4.3 POTENTIAL HYDROPOWER DEVELOPMENT SITES ON THE VICTORIA NILE

16 To Kamuli To Kamuli Budondo Centre Busowoko Site E BUSOWOKO FALLS Minor Road Kibibi Kabowa Site C and D BUYALA FALLS Buyala Site B DUMBBELL ISLAND Namizi Site A KYABIRWA FALLS Kyabirwa BUJAGALI FALLS Buwenda Namiyagi Wakisi Kikubamutwe Malindi Buloba Naminya VICTORIA NILE Flow JINJA TOWN Wakisi Centre Maligita Kirungu To Kampala To Kayunga Source: W.S. Atkins (1999) H-17 Note: Not to Scale Figure 4.4 POTENTIAL HYDROPOWER DEVELOPMENT SITES AROUND BUJAGALI

17 KEY Dam Area of Inundation To Kamuli NOT TO SCALE To Kamuli Budondo Centre Minor Road KYABIRWA FALLS Busowoko BUSOWOKO FALLS Kibibi Kabowa BUYALA FALLS Buyala DUMBBELL ISLAND Namizi Kyabirwa BUJAGALI FALLS Buwenda Namiyagi Wakisi Kikubamutwe Malindi Buloba Naminya VICTORIA NILE VICT ORIA NILE Flow JINJA TOWN Wakisi Centre Maligita Kirungu To Kampala To Kayunga Source: W.S. Atkins (1999) H-18 Figure 4.5 B1 ALTERNATIVE CONFIGURATION AT DUMBBELL ISLAND

18 KEY Dam Area of Inundation To Kamuli NOT TO SCALE To Kamuli Budondo Centre Busowoko BUSOWOKO FALLS Minor Road Kibibi Kabowa BUYALA FALLS Buyala DUMBBELL ISLAND Namizi KYABIRWA FALLS Kyabirwa BUJAGALI FALLS Embankment and spillway Buwenda Namiyagi Maligita Wakisi Kirungu Wakisi Centre Kikubamutwe Tailrace Power Station Malindi Buloba Headrace Channel Naminya Intake VICTORIA NILE Flow JINJA TOWN To Kampala To Kayunga Source: W.S. Atkins (1999) H-19 Figure 4.6 B2 ALTERNATIVE CONFIGURATION AT DUMBBELL ISLAND

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21 DRINKING WATER ph-adjustment DOSING KMnO4 OPTIONAL COMPRESSED AIR IRON MANGANESE FILTER DISINFECTION TO DISTRIBUTION SYSTEM DRAINAGE AND LEAKAGE WATER FROM A CONSTRUCTION SITE OIL SKIMMER WATER RESERVOIR ph-adjustment TO RIVER SEWAGE TREATMENT - SITE OFFICE CHEMICAL FLOCCULANT (OPTION) SEDIMENTATION DAMS TOILET/WASHING GREASE SEPARATOR KITCHEN/ RESTAURANT WORKSHOPS OIL SEPARATOR SLUDGE SEPARATOR INFILTRATION TO RIVER RIVER WATER FOR CONCRETE PRODUCTION DOSING OF CHEMICAL FLOCCULANT OPTION DEPENDING ON WATER QUALITY TO PRODUCTION SEDIMENTATION WATER RESERVOIR Source: AESNP (2001) H-25 PRELIMINARY LAYOUT- WATER HANDLING Figure 5.2

22 10045-H-28 LOCATION OF POSSIBLE SAND SOURCES Source: Knight Piésold (1998). Figure 5.3

23 Source: Produced by Skako AS, Denmark for Veidekke, Norway (1999) Drawing: C H-29 TYPICAL CONCRETE BATCHING PLANT Figure 5.4

24 Source: Impregilo (1997) H-35 CRETER CRANE Drawing: R34010 Figure 5.5

25 10045-H-36 Source: Impregilo (1997) Drawing: R34010 TOWER CRANES Figure 5.6

26 MUKONO DISTRICT JINJA DISTRICT BUDONDO SUB-COUNTY JINJA DISTRICT MUKONO DISTRICT WAKISI SUB-COUNTY Kikubamutwe Namizi Bujagali Proposed Bujagali Hydropower Ivunamba Facility Malindi Kyabirwa Buloba Naminya Mabira Central Forest Reserve Naminya Resettlement Site Nalubaale and Kiira Hydropower Facilities JINJA Buloba SCALE 1:50,000 Resettlement Land District boundary Road Project-affected Village SUB-COUNTY H-37 Source: Forest Department 1999, WS Atkins 1999b. Figure 6.1 LOCATION OF CONSULTED COMMUNITIES M

27 Oustees/MW ARUN III GUAVIO BUJAG ALI DALESICE THREE GORGES TEHRI ERTAN CHIVOR GHAZI BAROTHA TACOMA TARBELA PLAYAS ITAIPU GRAND COULEE VICTORIA KEDUNG OMBO PAK MUN CABORA BASSA WORST KOMPIENGA MANGLA NARMADA SAGAR AKOSOMBO KAINJI SOBRADINHO KHAO LAEM ATATURK ASWAN HIGH YACYRETA NAM NGUM GUATAPE ZIMAPAN NAM THEUN 2 FUMAS SAMUEL SPRINAGARIND VOLGA SERRA DA MESA BAKUN BALBINA TUCURUI ZAYA ILHA SOLTEIRA GURI COMPLEX EMBORACAO PORTO PRIMAVERA LA GRANDE PEHUNCHE SOGAMOSO BENMORE NAM THEUN-HINBOUN BEST VICTORIA ,000 10,000 ha/mw Source: Adapted from Goodland (1997) H-42 Figure 7.1 HYDROPOWER EFFICIENCY RATIO OF BUJAGALI COMPARED TO OTHER LARGE DAMS IN THE WORLD Prepared by:

28 TOTALLY AFFECTED PLOTS PARTIALLY AFFECTED PLOTS SITUATION A-1 SITUATION A-2 SITUATION B-1 SITUATION B-2 SITUATION B HOUSEHOLDS/ 6959 INDIVIDUALS 79 HOUSEHOLDS/ 511 INDIVIDUALS 241 HOUSEHOLDS/ 1027 INDIVIDUALS 22 HOUSEHOLDS/203 INDIVIDUALS Land for land compensation, and Cash compensation of crops, and Resettlement. Land for land compensation, and Cash compensation of crops, and Land for land compensation, and Cash compensation of crops, and Resettlement. Land for land compensation, and Cash compensation, and Resettlement. Or, If the remaining plots are sustainable: Or, If the remaining plots are sustainable: Cash compensation of land, and Cash compensation of crops. Resettlement. Or, If the remaining plots are sustainable: Cash compensation of land, and Cash compensation of crops. Cash compensation of land, and Cash compensation of crops, and Cash compensation of building (in Situation B-3 only). Boundary of land take area Residential Building Portion of plot within the land take area Portion of plot outside the land take area H-43 Figure 7.2 NUMBERS AND CATEGORIZATION OF PROJECT-AFFECTED PERSON AND RESETTLEMENT & COMPENSATION PACKAGES

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30 Cars M/C PT P/C HGV TOTAL HGV% P/C% OTHER% Key (PV) Ivunamba PROJECT SITE East bank % 57% 40% % 29% 66% West Bank Ivunamba Road To Nairobi/Mombasa Kayunga Road Iganga Road Bridge Terminal Roundabout Jinja Roundabout Jinja Town Road % 27% 50% JINJA % 33% 61% % 21% 65% Kikubamutwe To Kampala LEGEND M/C - Motorcycles PT - Public Transport P/C - Pedal Cycles HGV - Heavy Goods Vehicle H-45 Figure 7.4 BASELINE TRAFFIC COUNTS (2006) 12 HOUR MOVEMENTS: WEEKDAYS

31 Cars/LV Buses To Nairobi/Mombasa Terminal Roundabout HGV s TOTAL Key Ivunamba East bank Ivunamba Road Iganga Road Jinja Roundabout Jinja Town Road JINJA 300 PROJECT SITE Bridge West Bank Kayunga Road Kikubamutwe To Kampala LEGEND LV - Light Vehicle HGV - Heavy Goods Vehicle Source: AESNP (2001) H-46 Figure 7.5 PREDICTED PROJECT TRAFFIC DURING CONSTRUCTION 12 HOUR MOVEMENTS: WEEKDAYS

32 Cars M/C PT P/C HGV HGV% P/C% OTHER% 267 TOTAL Key % Increase Over Baseline Ivunamba % % <1% To Nairobi/Mombasa 57% 40% Iganga Road Terminal Roundabout % % % 23% 26% 51% % Jinja Roundabout JINJA PROJECT SITE East bank % % % % Ivunamba Road 5% 22% 73% Jinja Town Road Bridge % % % % % % 14% 20% 66% 6% 32% 62% West Bank Kayunga Road Kikubamutwe To Kampala LEGEND M/C - Motorcycles PT - Public Transport P/C - Pedal Cycles HGV - Heavy Goods Vehicle H-47 Figure 7.6 TOTAL PREDICTED TRAFFIC DURING CONSTRUCTION 12 HOUR MOVEMENTS: WEEKDAYS

33 RWANDA Kigali BURUNDI Bujumbura LEBANON Bayrut (Beirut) Tel Aviv ISRAEL Amman JORDAN ERITREA Asmara Aseb Djibouti DJIBOUTI Kuwait KUWAIT BAHRAIN Al Manamah QATAR Ad Dawhah Abu Dhabi (Abu Zaby) Banghazi LIBYA Mediterranean Sea El-Iskandariya (Alexandria) Cairo (El-qahira) El-Suweis (Suez) Beni Suef El-Minya SAUDI ARABIA EGYPT SYRIA Bakhtaran Damascus Baghdad Esfahan IRAQ IRAN Al Basrah Persian Gulf Shiraz Al Jawf Aswan Al Madinah (Medina) Ar Riyad (Riyadh) Red Sea U. A. E. Aozou Makkah (Mecca) Port Sudan Faya-Largeau SUDAN Atbarah OMAN Salalah CHAD Khartoum (Al Khurtum) Al Fashir Mekele Sanaa Taizz Al Ghaydan YEMEN Al Mukalla Gulf of Aden ETHIOPIA Addis Abbaba Dire Dawa Hargeysa Berbera Ndele Wau Asela Bossangoa CENTRAL AFRICAN REPUBLIC Goba Juba Bangui Bangassou SOMALIA Gulu Bumba UGANDA KENYA Mogadishu (Mugdisho) Mbandaka Kisangani Kampala Eldoret Kisumu DEMOCRATIC REPUBLIC OF THE CONGO Bukavu TANZANIA Tabora Nairobi Tanga Mombasa Chisimayu Indian Ocean DEMOCRATIC REPUBLIC OF THE CONGO Albert Nile U G A N D A Ayago South Murchison Falls National Park Karuma Nile Victoria Lake Kyoga Kalagala Victoria Nile KAMPALA Entebbe JINJA Nalubaale and Kiira Bujagali H-48 Figure 7.7 LOCATION OF EXISTING & PROPOSED HYDROPOWER PROJECTS ON THE VICTORIA NILE

34 Option/Combined Scenario Nalubaale Kiira Phase 1 Kiira Phase I + II Bujagali Phase I Bujagali Phase I+II Scenario 1: consists of Nalubaale + Kiira + Bujagali + Kalagala Scenario 2: consists of Nalubaale + Kiira + Bujagali + Karuma Scenario 3: consists of Nalubaale + Kiira + Bujagali + Kalagala + Karuma Kalagala Karuma Scenario 1 Scenario 2 Scenario 3 Source: WS Atkins, Cumulative Impact Assessment (March 2000) Cost (million USD) P ermanent dis placed pers ons P ermanent land take (ha) Megawatts H-49 Figure 7.8 MAJOR BENEFITS AND ENVIRONMENTAL COSTS OF FIVE HYDROPOWER OPTIONS AND COMBINATIONS OF OPTIONS

35 Pre 1954 Democratic Republic of Congo Lake Albert U G A N D A Murchison Falls National Park Nile Vic to ria Lake Kyoga M No development on Nile. Jinja is fishing harbour and regional administrative centre. No extensive heavy industry. Little tourism. Local environment impacted only by low level subsistance agriculture and fishing. Ripon Falls provides hydrological control between Lake Victoria and the Nile. Railway bridge constructed over the Nile at Jinja. Murchison Falls National Park established in V icto ria N ile UGANDA Kampala Jinja Ripon Falls Tororo Kenya A lbert Nile Arua A lbert Lake Albert Nile 1954 Owen Falls (Nalubaale) Democratic Republic of Congo Nile Vic to ria Entebbe Kitgum Lake Kyoga Lake Victoria U G A N D A Gulu Murchison Falls National Park Kotido Moroto Nalubaale (formerly Owen Falls Dam) constructed just downstream of Ripon Falls with flooding between Owen Falls and Ripon Falls. With the blasting of Ripon Falls and reliable source of power, Jinja becomes the industrial hub of Uganda, Dam provides a roadway across the river. Barrier to fish movement between Lake Victoria and Victoria Nile created by Nalubaale. A period of above average rainfall results in historically high lake levels. Water released from Nalubaale in accordance with the "Agreed Curve" which mimics natural flows. At high lake levels water in excess of that needed for power generation spilled. UGANDA V icto ria N ile Jinja Owen Falls (Nalubaale) Tororo Kampala Kenya A lbert Nile Entebbe Arua Masaka Lake Victoria U G A N D A Bushenyi Gulu 2001 Mbarara Owen Falls Extension (Kiira) Murchison Falls National Park Democratic Republic of Congo A lbert Lake Albert Nile UGANDA Nile Vic to ria Kitgum Lake Kyoga V icto ria N ile Lake Victoria Jinja Kotido Owen Falls (Nalubaale) Owen Falls Extension (Kiira) Tororo Moroto Kiira (formerly Owen Falls Extension) constructed in parallel to Nalubaale to increase peak generating capacity. No increased impoundment. No impacts on growing tourism industry based around Bujagali and other rapids downstream. From 2001 to 2006 water released from combined operation of Nalubaale and Kiira exceeds the Agreed Curve, contributing to lower water levels in Lake Victoria to 2006 low lake levels force reduced operation or Nalubaale and Kiira, resulting in severe load shedding emergency thermal generators constructed to alleviate load shedding. Subsequently water releases expected to be to the Agreed Curve. Some limited resettlement required to accommodate canal. Kampala Kenya A lbert Nile Arua A lbert Bushenyi 2010 Mbarara Bujagali Democratic Republic of Congo Lake Albert Nile Masaka UGANDA Gulu Nile Vic to ria Entebbe Kitgum Lake Victoria Murchison Falls National Park Kalagala area Lake Kyoga V icto ria N ile Lake Victoria Kotido Nalubaale & Kiira Tororo Jinja Moroto Bujagali results in impoundment of water between Dumbbell Island and Nalubaale/Kiira. (8 km) Some islands submerged and some people displaced. (In 2001) Increased power to Ugandan grid resulting in improved power stability and developmental benefits, the emergency thermal generators are shut down. Considerable benefits to local communities through jobs and implementation of various social action plans Changes to tourism especially white water rafting due to submergence of rapids between Dumbbell Island and Nalubaale/Kiira operations shift further downstream. Operation of Bujagali Dam reuses the same water released from Nalubaale and Kiira, allowing twice the amount of power to be generated from the same amount of water released. Downstream flows continue to be controlled by Nalubaale and Kiira, with no or minimal influence from Bujagali. Focus of rafting shifts to Kalagala, tourism expands, Kalagala area protected by government of Uganda. Kampala Kenya A lbert Nile Arua A lbert Bushenyi 2012 Mbarara Karuma Democratic Republic of Congo Lake Albert Nile Entebbe Kitgum Bujagali Masaka Lake Victoria U G A N D A Gulu Murchison Falls National Park Karuma Nile Vic to ria Lake Kyoga Lake Victoria Kotido Moroto Run of the river Karuma project provides additional power to Ugandan grid with associated developmental & regional benefits. No Impoundment or river blockage due to project design. Downstream flows continue to be controlled by Nalubaale and Kiira. No changes to river hydrology anticipated except in the stretch which has had flow diverted. Relatively few people resettled. No further impact to tourism anticipated. UGANDA V icto ria N ile Nalubaale & Kiira Tororo Jinja Kampala Kenya Entebbe Bujagali Lake Victoria Bushenyi Mbarara Masaka Lake Victoria NOTE: NOT TO SCALE H-50 Figure 7.9 CUMULATIVE EFFECTS OF HYDROPOWER DEVELOPMENTS ON THE VICTORIA NILE IN UGANDA( )

36 Social & Environmental Action Plan (SEAP) Regulatory & Management Framework: Legislation/Policies, Environmental Review, Change Management Sponsor s Action Plan Contractor s Action Plan Public Consultation and Disclosure Plan (PCDP) Traffic Management Plan (TMP) Waste Management Plan (WMP) Assessment of Past Resettlement Activities and Action Plan (APRAP) Community Development Action Plan (CDAP) Labour Force Management Plan (LFMP) Environmental Mitigation & Monitoring Plan (EMMP) Emergency Preparedness and Response Plan (EPRP) Labour Force Management Plan (LFMP) Environmental Mitigation & Monitoring Plan (EMMP) Health & Safety Management Plan (HSMP) Pollutant Spill Contingency Plan (PSCP) Hazardous Materials Management Programme (HMMP) H-52 SEAP COMPONENT PLANS Figure 8.1 Prepared by:

37 Project Manager & Project Director Implementation Manager Engineering Manager Financial Manager Health and Safety Manager Social & Environmental Manager Team Leader Biophysical Unit Team Leader Social Unit Community Liaison Manager Human Resources Manager H-53 Figure 8.2 SPONSOR'S IMPLEMENTATION TEAM STRUCTURE (INDICATIVE) Prepared by:

38 Project Manager & Project Director Implementation Manager Engineering Manager Financial Manager Health and Safety Manager Social & Environmental Manager Team Leader Biophysical Unit Team Leader Social Unit Community Liaison Manager Human Resources Manager H-53 Figure 8.2 SPONSOR'S IMPLEMENTATION TEAM STRUCTURE (INDICATIVE) Prepared by:

39 Site Environmental Officer Mapping/ Document Management Environmental Field Co-ordinator Drivers/Labourers Environmental Engineers Field Inspectors Task Manager Monitoring & Reporting Other Task Managers as required H-54 Figure 8.3 EPC CONTRACTOR S ENVIRONMENTAL TEAM STRUCTURE (INDICATIVE) Prepared by: