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flow

NILE RIVER

Metres 0 200100

DUMBBELLISLAND

BUJAGALI-TORORO LINE (2X132kV)

BUJAGALI-NALUBAALE LINE (2X132kV)

KA

WA

ND

A-B

UJA

GA

LI L

INE

(2X

132

-220

kV)

POWERHOUSE

MAIN GATED SPILLWAY

WORKSHOP& STORE

POWERHOUSEACCESS ROAD

EXISTINGSITE ROAD

SUBSTATION

MAIN HIGHWAY

KAYUNGA

JINJA

SIPHON SPILLWAY EMBANKMENT DAM

Source: Scott Wilson Piesold (2005)

Permanent Fence Line

Inundated Land

Existing River Area

New high water levelwhen reservoir is filled

Transmisson Lines

BUJAGALI ENERGY LIMITEDPrepared for:

Project Name:Date: December, 2006 10045-H-3

GENERALPROJECT LAYOUT

BUJAGALI HYDROPOWER PROJECT SEA

Figure 1.2

Updated by:

Permanent Roads

Source: Adapted from NEMA (1997)



EIA PROCESS FLOWCHARTFOR UGANDA


Figure 2.1

Updated by:

DEVELOPER

SUBMISSION OF PROJECT BRIEF TOTHE AUTHORITY AND TO LEAD AGENCY

SCREEN 1 SCREEN 2 SCREEN 3(ANNEX 2)Whether projectis exempt from EIA

(ANNEX 3)Whether projectrequires mandatoryEIA

Whether adequatemitigation measureshave beenincorporated

CERTIFICATE OF APPROVAL OF EIA

AUTHORITY AND LEAD AGENCYCONSULTATION ON PROJECT BRIEF

PROJECT BRIEF FORWARDED TOLEAD AGENCY

SCOPING

T.O.Rs

REVIEW OFT.O.Rs

EI STUDY ANDCOLLECTION OF INFORMATION

PREPARE EIS*

STAKEHOLDER CONSULTATIONSON SCOPE

AUTHORITY, LEAD AGENCY ANDSTAKEHOLDER CONSULTATIONSON T.O.Rs

PUBLIC AND STAKEHOLDER CONSULTATIONS

PUBLIC AND STAKEHOLDER CONSULTATIONS

EIS*

LEAD AGENCY AND PUBLICCOMMENT AND REVIEW

ANY FURTHER STAKEHOLDER ANDLEAD AGENCY COMMENTS

CERTIFICATE OF APPROVALOF THE EIA

RECORD OF DECISION

REVIEW AND COMMENTON EIS*

APPROVAL OF EIS

DECISION ON PROJECT

ACTION BY DEVELOPER

GNI

NE

ER

CS

DU

TS

IE

YG

NIK

AM

NOI

SIC

ED

INPUTS/OUTPUTS

* EIS synonymous with SEA Report



BUJAGALI FALLS AND THESURROUNDING LANDSCAPE

BUJAGALI HYDROPOWERPROJECT SEA

Figure 3.1

Updated by:



LAKE VICTORIA OUTFLOWS: AGREED CURVE


Figure 3.2

Prepared by:

Owen Falls Agreed Curve

0

500

1000

1500

2000

2500

1131 1132 1133 1134 1135 1136 1137 1138

Lake Victoria elevation (mASL at Jinja gauge)

Dis

char

ge (m

3/s)



LAKE VICTORIA HYDROLOGY (1900-2005)


Figure 3.3

Prepared by:

Lake Victoria Net Basin Supply and Annual Average Outflow, 1900-2005

Lake Victoria Water Levels, 1900-2005

flow

NILE RIVER

Metres 0 200100

DUMBBELLISLAND

BUJAGALI-TORORO LINE (2X132kV)

BUJAGALI-NALUBAALE LINE (2X132kV)

KA

WA

ND

A-B

UJA

GA

LI L

INE

(2X

132

-220

kV)

POWERHOUSE

MAIN GATED SPILLWAY

WORKSHOP& STORE

POWERHOUSEACCESS ROAD

EXISTINGSITE ROAD

SUBSTATION

MAIN HIGHWAY

KAYUNGA

JINJA

SIPHON SPILLWAY EMBANKMENT DAM

Permanent Fence Line

Inundated Land

Existing River Area

New high water levelwhen reservoir is filled

Transmisson LinesPermanent Roads

Air and Noise Sampling SitesB



AIR QUALITY AND NOISE SAMPLING SITES


Figure 3.4

Updated by:

E

F

A

B

G D

C

Source: Scott Wilson Piesold (2005)

KIKUBAMUTWEPROPOSED BUJAGALI HYDROPOWER FACILITY

BUJAGALI FALLS

KIMAKACENTRAL FOREST RESERVE

MALINDI

NAMINYANORTH

NAMINYA

BUJAGALI ISLANDS

BUJAGALI CAMP SITE

NAMIZI

KALAGALA/ITANDAAPPROX 10 km

Jinja Wildlife Sanctuary“Indicative”

Forest Reserve

Dam

Land Bird Survey Areas

Water Bird Survey Areas

Vegetation Survey Areas

Disease Vectors Survey Sites(1998)

Note: Boundaries of the Central Forest Reserves are Approximate

SCALE 1:50,000

0 500 1000 M

Source: Forest Department (1999); WS Atkins (1999b); GoU (1953)



TERRESTRIAL ECOLOGYSTUDY SITES


Figure 3.5

Updated by:

Source: NAFIRRI (2006)


Project Name:Date: December, 2006

AQUATIC FLORA AND FAUNA SURVEYSITES USED IN FIRRI SURVEYS


Figure 3.6

Updated by:

10045-H-9

#

490000

490000

500000

500000

510000

510000

520000

520000

530000

530000

540000

540000

550000

550000

560000

560000

250000 250000

260000 260000

270000 270000

280000 280000

290000 290000

300000 300000

10 0 10

N

EW

S

Namasagali

Kilometers

Kirindi

Buyala

Dumbbell siteKalange

Jinja

Lake Victoria

Source: Photographer unknown (Estimated Date: Late 1940s)

NALUBAALE DAM (FORMERLY KNOWN AS OWEN FALLS)



THE SOURCE OF THE RIVER NILE PRIOR TOCONSTRUCTION OF NALUBAALE DAM


Figure 3.7

Updated by:

Lake Victoria

Flow

Source: Forest Department 1999, WS Atkins 1999b.

SCALE 1:50,000

0 500 1000 M

JINJADISTRICT

JINJA

DISTRIC

T

MUKONODISTRICT

MU

KON

OD

ISTRICT

District boundary

Project-affected Village

Road

Resettlement Land Nile High Club

Bujagali Speke Camp and Picnic Site

Jinja Nile Resort

Sub-county Office LC3

MabiraCentral Forest Reserve

NaminyaResettlement

Kikubamutwe

Malindi

Naminya

Bujagali

Kyabirwa

Ivunamba

Namizi

Buloba

Buloba

ProposedBujagali HydropowerFacility



SOCIO-ECONOMICFEATURES


Figure 3.8

Updated by:

Site

10045-H-11

Nalubaale and Kiira Hydropower Facilities

To Nairobi/Mombasa

IvunambaKikubamutwe

TerminalRoundabout

JinjaRoundabout

Njerugyratory

JINJATown

Centre

To Kampala

PROJECTSITE

10045-H-13

Source: WS Atkins, 1999



SCHEMATIC DIAGRAM OF THE ROADNETWORK AROUND THE PROJECT SITE


Figure 3.10

Updated by:

Permanent site access road Temporary site access road

-4000

6000

16000

26000

36000

46000

56000

Jan-

99

Apr-9

9

Jul-9

9

Oct-9

9

Jan-

00

Apr-0

0

Jul-0

0

Oct-0

0

Jan-

01

Apr-0

1

Jul-0

1

Oct-0

1

Jan-

02

Apr-0

2

Jul-0

2

Oct-0

2

Jan-

03

Apr-0

3

Jul-0

3

Oct-0

3

Jan-

04

Apr-0

4

Jul-0

4

Oct-0

4

Jan-

05

Apr-0

5

Jul-0

5

Oct-0

5

Jan-

06

Apr-0

6

Jul-0

6

Month

MWh

& Ti

me (

hrs)

Total Load Shedding Time (hrs) Total MWh Shedded



Load Shedding Trend in Uganda (1999-2006)


Figure 4.1

Updated by:

50

25

025

50

75

100

125150

175

200

225250

275

300

325

350375

400

425

Mon'03

02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

Hour of Day

MW

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 DT 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 NK E N Y A I M PO R T

261

235225 227 219

250

279

249263 269 272 273 281

272 272286 290

380 384 376366

352 352

300



Current Typical Daily Load Curve (2006)


Figure 4.2

Updated by:

DEMOCRATIC REPUBLICOF THE CONGO

50KM

Victo

riaN

ile

Alb

ert

Nile

Victoria

Nile

LakeKyoga

U G A N D A

BushenyiMbarara

Kiboga

Kitgum

Kotido

Lira

Masaka

Masindi

Moroto

Soroti

Fort Portal

Arua

Mbale

Tororo

Kampala

Gulu

Entebbe

Jinja

Bujagali

Alb

ert

NileArua

Victo

riaN

ile

Kalagala

Bujagali

Karuma

Masindi

Ayago South

Murchison Falls

Murchison Falls National Park

KENYA

ETHIOPIA

ERITREA

SUDAN

EGYPT

SOMALIA

LIBYA

CHAD

CENTRALAFRICAN REPUBLIC

UGANDA

BURUNDI

RWANDA

DJIBOUTI

JORDANISRAEL

LEBANON

KUWAIT

QATAR

BAHRAIN

U. A. E.

YEMEN

SYRIA

IRAQ IRAN

SAUDI ARABIA

TANZANIA

OMAN

Mediterranean Sea

Red Sea

Gulf of Aden

PersianGulf

Indian

Ocean

Beni Suef

Dire Dawa

Al Jawf

Bangassou

Bossangoa

Ndele

Aozou

Faya-Largeau

Aswan

El-Minya

El-Suweis (Suez)

Aseb

Asela

Goba

Mekele

Bakhtaran

Eldoret

Kisumu

Mombasa

Banghazi

Salalah

Al Madinah (Medina)

Makkah (Mecca)

Berbera

Chisimayu

Hargeysa

Al Fashir

Atbarah

Juba

Port Sudan

Wau

Tabora Tanga

Gulu

Al Ghaydan

Al MukallaTaizz

Bukavu

Bumba

Kisangani

Esfahan

ShirazAl Basrah

Mbandaka

El-Iskandariya(Alexandria)

Al Manamah

Bujumbura

Djibouti

Asmara

Addis Abbaba

Baghdad

Amman

Nairobi

Kuwait

Ad Dawhah

Kigali

Ar Riyad (Riyadh)

Mogadishu (Mugdisho)

Abu Dhabi(Abu Zaby)

Sanaa

Bangui

Cairo (El-qahira)

Tel Aviv

Bayrut (Beirut)

Khartoum (Al Khurtum)

Kampala

Damascus




POTENTIAL HYDROPOWER DEVELOPMENTSITES ON THE VICTORIA NILE


Figure 4.3

Updated by:

Source: W.S. Atkins (1999)

Namizi Kyabirwa

Kabowa

To Kamuli

BudondoCentre

Minor Road

KibibiBusowoko

Site EBUSOWOKO

FALLS

Namiyagi

MaligitaKirungu

WakisiCentre

Kikubamutwe

Buyala

Site C and DBUYALA

FALLS

Site AKYABIRWA

FALLS

BUJAGALIFALLS

Malindi

Buloba

Naminya

Buwenda

JINJATOWN

To Kamuli

To Kayunga

To Kampala

Note: Not to Scale

Wakisi

Site BDUMBBELL

ISLAND



POTENTIAL HYDROPOWER DEVELOPMENTSITES AROUND BUJAGALI


Figure 4.4

Updated by:

FlowVICTORIA NILE

DUMBBELLISLAND

Namizi KyabirwaKabowa

To Kamuli

BudondoCentre

Minor Road

KibibiBusowoko

BUSOWOKOFALLS

Namiyagi

MaligitaKirungu

WakisiCentre

Kikubamutwe

Buyala

BUYALAFALLS

KYABIRWAFALLS

BUJAGALIFALLS

Malindi

Buloba

Naminya

Buwenda

VICT ORIA NILE

JINJATOWN

To Kamuli

To Kayunga

To Kampala

Wakisi

KEY

Dam

Area of Inundation

NOT TO SCALE




“B1” ALTERNATIVE CONFIGURATIONAT DUMBBELL ISLAND


Figure 4.5

Updated by:

FlowVICTORIA NILE


Namizi

Embankmentand spillway

Kabowa

To Kamuli

BudondoCentre

Minor Road

KibibiBusowoko

BUSOWOKOFALLS

Namiyagi

MaligitaKirungu

WakisiCentre

Kikubamutwe

Buyala

BUYALAFALLS

KYABIRWAFALLS

BUJAGALIFALLS

MalindiBuloba

Naminya

Kyabirwa Buwenda

JINJATOWN

To Kamuli

To Kayunga

To Kampala

KEY

Dam

Area of Inundation

NOT TO SCALE

Wakisi

DUMBBELLISLAND

Tailrace

Headrace Channel

Intake

PowerStation



“B2” ALTERNATIVE CONFIGURATIONAT DUMBBELL ISLAND


Figure 4.6

Updated by:

FlowVICTORIA NILE

Source: AESNP (2001)

DRINKING WATER

SEWAGE TREATMENT - SITE OFFICE

WATER FOR CONCRETE PRODUCTION

ph-ADJUSTMENT

DOSINGKMnO4OPTIONAL

COMPRESSED AIRDISINFECTION

IRONMANGANESEFILTER

TO DISTRIBUTION SYSTEM

WATER RESERVOIR

TOILET/WASHING

KITCHEN/RESTAURANT

WORKSHOPS

GREASESEPARATOR

OILSEPARATOR

SLUDGESEPARATOR INFILTRATION

TO RIVER

TO PRODUCTION

WATER RESERVOIRSEDIMENTATION

DOSING OFCHEMICALFLOCCULANT OPTION DEPENDING

ON WATER QUALITY

RIVER

DRAINAGE AND LEAKAGE WATER FROMA CONSTRUCTION SITE

TO RIVER

ph-ADJUSTMENT

CHEMICALFLOCCULANT

(OPTION)SEDIMENTATION

DAMS

OIL SKIMMER



PRELIMINARY LAYOUT-WATER HANDLING


Figure 5.2

Updated by:

Source: Knight Piésold (1998).



LOCATION OF POSSIBLESAND SOURCES


Figure 5.3

Updated by:



TYPICAL CONCRETEBATCHING PLANT


Figure 5.4

Updated by:

Source: Produced by Skako AS, Denmark for Veidekke, Norway (1999) Drawing: C898-042

Source: Impregilo (1997) Drawing: R34010



CRETER CRANE


Figure 5.5

Updated by:

Source: Impregilo (1997) Drawing: R34010



TOWER CRANES


Figure 5.6

Updated by:

Source: Forest Department 1999, WS Atkins 1999b.

SCALE 1:50,000

0 500 1000 M

JINJADISTRICT

JINJA

DISTRIC

T

MUKONODISTRICT

MU

KON

OD

ISTRICT

District boundary

Project-affected Village

Road

Resettlement Land

MabiraCentral Forest Reserve

NaminyaResettlement

Kikubamutwe

Malindi

Naminya

Bujagali

Kyabirwa

Ivunamba

Namizi

Buloba

Buloba

ProposedBujagali HydropowerFacility



LOCATION OF CONSULTED COMMUNITIES


Figure 6.1

Updated by:

Site

10045-H-37

Nalubaale and Kiira Hydropower Facilities

JINJA

BUDONDO SUB-COUNTY

WAKISI SUB-COUNTY

SUB-COUNTY

PEHUNCHE

BEST

WORST

DALESICE

GHAZI BAROTHA

CHIVOR

GUAVIOBUJAGALI

TEHRI

ERTANPLAYASITAIPU

TARBELA

VICTORIA

MANGLA NARMADA SAGAR

KEDUNG OMBO

PAK MUN

CABORA BASSA

KAINJI

ASWAN HIGH

NAM NGUM

SAMUEL

BALBINA

AKOSOMBO

KOMPIENGA

PORTO PRIMAVERA

SERRA DA MESAFUMAS

VOLGA

NAM THEUN 2

ZAYA

GUATAPE

ATATURKKHAO LAEM

YACYRETA

SPRINAGARIND

BAKUNTUCURUI

ILHA SOLTEIRA

THREE GORGES

GRAND COULEEARUN III

NAM THEUN-HINBOUN

TACOMA

SOGAMOSOBENMORE

VICTORIA

EMBORACAO

GURI COMPLEX

LA GRANDE

0.000

0 1 00101 000,01000,1

0.001

0.010

0.100

1.000

10.000

100.000

1000.000

ZIMAPAN

SOBRADINHO

ha/MW

Oustees/M

W

Source: Adapted from Goodland (1997)



HYDROPOWER “EFFICIENCY” RATIO OF BUJAGALI COMPARED TO OTHER LARGE DAMS IN THE WORLD


Figure 7.1

Prepared by:

Boundary of land take area

Portion of plot within the land take area

Portion of plot outside the land take area

Residential Building

TOTALLY AFFECTED PLOTS PARTIALLY AFFECTED PLOTS

Land for land compensation, andCash compensation, andResettlement.

, If the remaining plots are sustainable:

Cash compensation of land, andCash compensation of crops, andCash compensation ofbuilding (in Situation B-3 only).

Or

Land for landcompensation, andCash compensationof crops, andResettlement.

, If theremaining plotsare sustainable:

Cash compensationof land, andCash compensationof crops.

Or

Land for landcompensation, andCash compensationof crops, andResettlement.

, If theremaining plotsare sustainable:

Cash compensationof land , andCash compensationof crops.

Or

Land for landcompensation, and

Cash compensationof crops, and

Resettlement.

SITUATION A-1

946 HOUSEHOLDS/6959 INDIVIDUALS

SITUATION A-2


SITUATION B-1


SITUATION B-2


SITUATION B-3



NUMBERS AND CATEGORIZATION OF PROJECT-AFFECTED PERSON AND

RESETTLEMENT & COMPENSATION PACKAGES


Figure 7.2

Updated by:

LEGEND

M/C - MotorcyclesPT - Public TransportP/C - Pedal CyclesHGV - Heavy Goods Vehicle

P/C%

ToNairobi/Mombasa

CarsM/CPTP/C

HGV TOTAL HGV% OTHER%

(PV)

267

338

219114851 2023 3% 57% 40%

Terminal Roundabout

Jinja Roundabout

778225602869739 3213 23% 27% 50%

JINJA

Ivunamba

Key

East bank

223

802

254

555

93 1927 5% 29% 66%

Kikubamutwe

To Kampala

2611

671

2561

1899

1261 9003 14% 21% 65%

24861598

2453

3542

607 10686 6% 33% 61%

West Bank

Igan

ga R

oad

Bridge

Jinja Town Road

Kayunga Road

Ivunamba Road

PROJECTSITE



BASELINE TRAFFIC COUNTS (2006)12 HOUR MOVEMENTS: WEEKDAYS


Figure 7.4

Updated by:

LEGEND

LV - Light VehicleHGV - Heavy Goods Vehicle

ToNairobi/MombasaCars/LV

Buses

HGV’s TOTAL

----6

---- 6

Terminal Roundabout

Jinja Roundabout

1002426 150

JINJA

Ivunamba

Key

East bank

500

30

26 556

100

0

0 100

Kikubamutwe

To Kampala

400

30

26 456

300

----

---- 300

West Bank

Igan

ga R

oad

Bridge

Jinja Town Road

Kayunga Road

Ivunamba Road

PROJECTSITE



PREDICTED PROJECT TRAFFIC DURING CONSTRUCTION

12 HOUR MOVEMENTS: WEEKDAYS


Figure 7.5

Updated by:

Source: AESNP (2001)

LEGEND

M/C - MotorcyclesPT - Public TransportP/C - Pedal CyclesHGV - Heavy Goods Vehicle

ToNairobi/Mombasa

P/C%

CarsM/CPTP/C

HGV HGV% OTHER% 267

338

225

1148

----

3%

----51

2029

---- 3%<1%

57%

878

225

626

869

13%

----

4%

----765

3363 5%

4% 23% 26% 51%

40%

Terminal Roundabout

Jinja Roundabout JINJAIvunamba

Key

East bank

Kikubamutwe

To Kampala

3011

671

2591

1899

15%

----

1%

----

1287 2%

9549 5%

14% 20% 66%

723

802

284

555

224%

----

12%

----

119 28%

2483 29%

5% 22% 73%

27861598

2453

3542

12%----

----

----

607 ----10986 3%

6% 32% 62%

West Bank

Igan

ga R

oad

Bridge

Jinja Town Road

Kayunga Road

Ivunamba Road

PROJECTSITE

TOTAL

% Increase Over Baseline



TOTAL PREDICTED TRAFFIC DURING CONSTRUCTION

12 HOUR MOVEMENTS: WEEKDAYS


Figure 7.6

Updated by:


Victo

riaN

ile

Alb

ert

Nile

Victoria

Nile

LakeKyoga

U G A N D A

Entebbe

KENYA

ETHIOPIA

ERITREA

SUDAN

EGYPT

SOMALIA

LIBYA

CHAD

CENTRALAFRICAN REPUBLIC

UGANDA

BURUNDI

RWANDA

DJIBOUTI

JORDANISRAEL

LEBANON

KUWAIT

QATAR

BAHRAIN

U. A. E.

YEMEN

SYRIA

IRAQ IRAN

SAUDI ARABIA

TANZANIA

OMAN

Mediterranean Sea

Red Sea

Gulf of Aden

PersianGulf

Indian

Ocean

Beni Suef

Dire Dawa

Al Jawf

Bangassou

Bossangoa

Ndele

Aozou

Faya-Largeau

Aswan

El-Minya

El-Suweis (Suez)

Aseb

Asela

Goba

Mekele

Bakhtaran

Eldoret

Kisumu

Mombasa

Banghazi

Salalah

Al Madinah (Medina)

Makkah (Mecca)

Berbera

Chisimayu

Hargeysa

Al Fashir

Atbarah

Juba

Port Sudan

Wau

Tabora Tanga

Gulu

Al Ghaydan

Al MukallaTaizz

Bukavu

Bumba

Kisangani

Esfahan

ShirazAl Basrah

Mbandaka

El-Iskandariya(Alexandria)

Al Manamah

Bujumbura

Djibouti

Asmara

Addis Abbaba

Baghdad

Amman

Nairobi

Kuwait

Ad Dawhah

Kigali

Ar Riyad (Riyadh)

Mogadishu (Mugdisho)

Abu Dhabi(Abu Zaby)

Sanaa

Bangui

Cairo (El-qahira)

Tel Aviv

Bayrut (Beirut)

Khartoum (Al Khurtum)

Kampala

Damascus


Bujagali

Nalubaale andKiira

Karuma

Kalagala

JINJA

KAMPALA

Ayago South



LOCATION OF EXISTING & PROPOSED HYDROPOWER PROJECTS

ON THE VICTORIA NILE


Figure 7.7

Updated by:


Source: WS Atkins, Cumulative Impact Assessment (March 2000)

Scenario 1:

Scenario 2:

Scenario 3:

consists of Nalubaale + Kiira + Bujagali + Kalagala

consists of Nalubaale + Kiira + Bujagali + Karuma

consists of Nalubaale + Kiira + Bujagali + Kalagala + Karuma

Cost (million USD)

snosrepdecalpsidtnenamreP

)ah(ekat

dnaltnenamreP

Megawatts

4500

4000

3500

3000

2500

2000

1500

1000

500

0

Nalubaa

leKiir

a Phase

I +II

Bujagali

Phase

I

Bujagali

Phase

I+II

Kalagala

Karum

a

Scenar

io1

Scenar

io2

Scenar

io3

Kiira P

hase

1

Option/Combined Scenario



MAJOR BENEFITS AND ENVIRONMENTALCOSTS OF FIVE HYDROPOWER OPTIONS

AND COMBINATIONS OF OPTIONS


Figure 7.8

Updated by:

Vi ctoria

Nile

Alb

e r

Ni le

V ictoria

Nile

LakeKyoga

U G A N D A

BushenyiMbarara

Kotido

Masaka

Moroto

Arua

Tororo

Kampala

Gulu

Entebbe

Jinja

lb

Vi ctoria

Nile


Lake Albert

Lake Victoria

Lake Victoria

Pre 1954

Ripon Falls

Vi ctoria

Nile

Alb

e rt

Ni le

V ictoria

Nile

LakeKyoga

U G A N D A

BushenyiMbarara

Kitgum

Kotido

Masaka

Moroto

Arua

Tororo

Kampala

Gulu

Entebbe

Jinja

Alb

e rt

Ni le

Vi ctoria

Nile


Lake Albert

Lake Victoria

1954 Owen Falls (Nalubaale)

Owen Falls (Nalubaale)

Vi ctoria

Nile

Alb

e rt

Ni le

V ictoria

Nile

LakeKyoga

U G A N D A

BushenyiMbarara

Kitgum

Kotido

Masaka

Moroto

Arua

Tororo

Kampala

Gulu

Entebbe

Jinja

Alb

e rt

Ni le

Vi ctoria

Nile


Lake Albert

Lake Victoria

2001 Owen Falls Extension (Kiira)

Owen Falls (Nalubaale)Owen Falls Extension (Kiira)

Vi ctoria

Nile

Alb

e rt

Ni le

V ictoria

Nile

LakeKyoga

BushenyiMbarara

Kitgum

Kotido

Masaka

Moroto

Arua

Tororo

Kampala

Gulu

Entebbe

Jinja

Bujagali

Alb

e rt

Ni le

Vi ctoria

Nile

Bujagali


Lake Albert

Lake Victoria

2010 Bujagali

Nalubaale & Kiira

Vi ctoria

Nile

Alb

e rt

Ni le

V ictoria

Nile

LakeKyoga

U G A N D A

BushenyiMbarara

Kitgum

Kotido

Masaka

Moroto

Arua

Tororo

Kampala

Gulu

Entebbe

Jinja

Bujagali

Alb

e rt

Ni le

Vi ctoria

Nile

Bujagali

Karuma


Lake Albert

Lake Victoria

2012 Karuma

Nalubaale & Kiira

▪ 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 1954.

▪ 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”.

▪ 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.▪ 2005 to 2006 low lake levels force reduced operation or Nalubaale and Kiira, resulting in severe load shedding.▪ 2006 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.

▪ 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.

▪ 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.



CUMULATIVE EFFECTS OF HYDROPOWER DEVELOPMENTS ON THE VICTORIA

NILE IN UGANDA(1954-2012)


Figure 7.9

Updated by:

Lake Victoria

Lake Victoria

Lake Victoria

Lake Victoria

NOTE: NOT TO SCALE

DemocraticRepublic of Congo

Kenya

Kalagala area

UGANDA


Kenya

UGANDA


Kenya

UGANDA


Kenya

UGANDA


Kenya

UGANDA



SEAP COMPONENT PLANS


Figure 8.1

Prepared by:

Social & Environmental Action Plan (SEAP)

Sponsor’s Action Plan Contractor’s Action Plan

Public Consultation and Disclosure Plan (PCDP)

Assessment of Past Resettlement Activities and Action Plan (APRAP)

Community Development Action Plan (CDAP)

Environmental Mitigation & Monitoring Plan (EMMP)

Labour Force Management Plan (LFMP)

Traffic Management Plan (TMP)

Waste Management Plan (WMP)

Labour Force Management Plan (LFMP)

Environmental Mitigation & Monitoring Plan (EMMP)

Regulatory & Management Framework: Legislation/Policies, Environmental Review,

Change Management

Health & Safety Management Plan (HSMP)

Pollutant Spill Contingency Plan (PSCP)

Emergency Preparedness and Response Plan (EPRP)

Hazardous Materials Management Programme (HMMP)



SPONSOR'S IMPLEMENTATION TEAM STRUCTURE (INDICATIVE)


Figure 8.2

Prepared by:

Project Manager & Project Director

Implementation Manager

Engineering Manager

Financial Manager

Social & Environmental Manager

Team Leader–Biophysical Unit

Team Leader–Social Unit

Community Liaison Manager

Health and Safety Manager

Human Resources Manager

Site Environmental Officer

Environmental Field

Co-ordinator

Drivers/Labourers

Environmental Engineers

Field Inspectors Task Manager –

Monitoring & Reporting

Other Task Managers as required

Mapping/ Document

Management



EPC CONTRACTOR’S ENVIRONMENTAL TEAM STRUCTURE (INDICATIVE)


Figure 8.3

Prepared by:

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