E494 V7 REPUBLIC OF YEMEN !b@d fj.Mlnlafry of Water and Environment National Water and Sanitation Authority (NWSA) Water Sectoral Environmental Assessment and Project Specific Environmental Assessment Urban Wcrter Supply and Sanitation Project Contrad No. NWSACS-3 Draft EIA Report Dhamar August 2009 Domler \,;onsultlng GmbH Gennany · REPUBLIC OF YEMEN Ministry of Water and Environment · National Water and Sanitation Authority (NWSA) Table of Contents lIST Of ABBRMATIONS .............. ,. ......................................................................................... 1 ExecUTIVE SUMMARY 4,. ....................................."'..................... "~" ·· "······ II." ···*.' .·· "······· "··· ".· ·· "···· IiII · · · ' . " · · " 2 CHAPTER 1 : INTRODUCTION ......_ ....................................................... _ ................._ .... __··· 4 1.1. Background.............................................................................................................. 4 1.2. Study Objectives ...................................................................................................... 4 1.3. Work Approach and Methodology ............................................................................ 5 1.4. Project OrganiZation .................................................................................................. 8 CHAPTER 2: POLICY, LEGAL AND INSTITUTIONAL FRAMEWORK.............................................. 9 2.1. Environmental Policy In yemen .....................................................:.......................... 9 2.2. Procedures of environmental Assessment Process ............................................... 12 2.3. selection criteria and characterization for environmental and s0cio- economic conditions............................................................................................... 12 2.4. Analysis and assessment of the alternatives for water and sanitation sector ..................................................................................................................... 13 2.5. Environmental Management Program .................................................................... 13 2.6. Social development Policy ................................................................................,.... 14 2.6.1. Policies and Program ........................................................................................ 14 2.6.2. Vision ............................................................................" .................... ..... .... ..... 14 2.6.3. Poverty Redudion Strategy (PASP) .................................................................. 14 2.6.4. Gender Poficies ................................................................................................. 15 2.7. Legal Framework ................................................................................................... 15 2.8. Environmentallnstltutlons ...................................................................................... 16 2.9. International Conventions ...................................................................................... 21 2.10. Environmental Apptication ...................................................................................... 23 2.11. World Bank Framework .......................................................................................... 24 CH.AP1ER 3: PROJECT DEsc:R1'llON AND ALTERNA11VE8 ..................................... "··"............... 25 3.1. Environmental Assessment Objective .................................................................... 25 3.2. Development Project objectives ................................... ,........................................ 25 '.. 113.3. Project Area and Location ...................................................................................... 26 . ':3.4. Urban Development ............................................................................................... 27 >,' ~ . 3.5. Water Demand Projections .................................................................................... 28 3.5.1. Domestic Demand ......................................................................................,...... 26 3.5.2. Non-Domestic Defnand ..................................................................................... 29 3.5.3. Water Losses ..................................................................................................... 29 3.5.4. Required Water ProductiOn ............................................................................... 29 3.6. Proposed Water Supply System............................................................................. 30 3.7. Proposed Stages of ImplementatiOn of water supply designed works .................... 31 3.7.1. Water Resources ............................................................................................... 31 Draft EIA Report of Ohamar City Auaust. 2009 3.7.2. ReservoifS, ................................................... " ................................................... 31 3.7.3. Transmiuloo and Distribution Mail'ls ................................................................. 31 3.7.4. Water Supply House Connections ........................... " ..................... " ................. 33 3.S. Chlorination FacIIH:y................................................................................................ 33 3.9. Proposed Wastewater Collection Syltem ............................................................... 34 3.9.1. Design Outline ofWaBtewater COIIedion ........................................................... 34 3.9.2. Sewerage Network ............................................................................................ 35 3.9.3. Sewer House Connections ................................................................................ 35 3.10. Proposed Wastewater Treatment System .............................................................. 35 3.10.1. Wastewater Quantities ...................................................................................... 35 3.10.2. Proposed Location for Wastewater Treatment Pial'lL ....................................... 35 3.10.3. Prelirrinary Sizing and detail of Treatment Facility............................................. 37 3.10.4. RequlmdLal'ldArea .......................................................................................... 40 3.11. Summary of proposed works and estimated capital OO$ls ...................................... 41 CHAPTER": DescFlP110N OF CURRENT ElMRONMENTAL ANO SOCIAL STATUS OF me PROeJCT A:R£A ·__ ....._············_............................. _.............................. 43 4.1. ExIsting Socio-.economic Conditions ...................................................................... 43 4.1.1. Location, Hstory and Population ....................................................................... 43 4.1.2. Education ............................ " ............................................................................ 44 4.1.3. Health Situation ................................................................................................. 44 4.1.4. Agl1cultural Acl:ivlties ......................................................................................... 45 4.1.5. EIe<:tl1dty and communication ........................................................................... 45 4.1.6. Labor forces ...................................................................................................... 45 4.1.7. Tourist Eab!ishrnents ...................................................................................... 46 4.2. Water Resources and Climate ......................... .,. ................................................... 46 4.2.1 Rainfall and Humidity....................................................................................... 46 H 4.2.2. Temperature, wind and evaporation ..............................................................-...$1 4.2.3. WtIIK and SanHatkln ...................................................................................._ 4.2.4. Existing Water SUpply System ........................................................................... 51 4.2.5. Required Wat.er PnKIudion ............................................................................... 52 4.2.6. existing Wastewater DilpOMl Sy1stem and Treatment Plant .............................. 53 4.3. Ecologtcal and ~fcaI Conditions.............................................................. 55 4.3.1. Flora .................................................................................................................. 55 U~ 55 4.3.3. Archaeology ...................................................................................................... 55 4.4. Topography. Soil and Geology ............................................................................... 56 CHAPTERS: GUIOEUNes FOR ceNOUCT1N:G ENVIRONMENTAL IMPACT AssESSMENT IN YEMEN .................................................................................. 59 5.1. Introduction ............................................................................................................ 59 5.2. Objec::tives .............................................................................................................. 59 5.3. Environmental category Checklist ............................................. ,........................... 60 5.4. Policy Fra~ and Seleded Safeguards .......................................... " ............ 62 Draft EIA Report of Dhamar City Aupust. 2009 55, of Po!lc!f;S !Hi.1. Resetilemeni " ., .,.62 Natural Habitats. .64 Culturm Resources .. " ..... , ........... ,. .. ,,",. , ........ , ..... " .... 56 CHAPTER 6: ScoPING AcTMlIEs AND COMMUNITY CONSUl.TA11ONS ................................... 69 6.1. Scoping Objectives and Methodology .................................................................... 69 6.2. Main Outcome of the $coping Sessions ................................................................. 72 6.2.1. Public heaI1h and environment .......................................................................... 73 6.2.2. Sodo-economic issues ...................................................................................... 73 6.2.3. Biodiversity and cultural issues.......................................................................... 74 CH;V'TeR 7: ANTICIPATED ENVIRONMENTAL IMPAClS FOR THE WATER AND SANrrAllON PRoJEcr8. .................................................................................. 7S 7.1. General .................................................................................................................. 75 7.2. Envlronmentallmpacts during preparation and construction phase ........................ 75 7.2.1. Em-ironmental Impacts during Preparation and Construction Phases for the water resources development and water supply system ......................... 75 7.2.2. Environmentat Impacts during Prepara1Jon and Construction Phases for the sanHation system and expansion of the existing wastewater treatment plant .................................................................................................. 76 . 7.2.3. Description of the anticipated negative impacts during the preparation and construction phase ..................................................................................... 77 7.3. Environmental Impacts during Operation ............................................................... 83 7.3.1. Negative impacts during operation phase due to the water development and supply project ........................................................................ 83 7.3.2. 7.3.2 Negative impacts during operation phase due to the sanitation and wastewater treatsnent projects .................................................................... 83 7.3.3. Description of the anticipated negative impacts during the operation and nmintenance phase .................................................................................... 83 7.4. Anticipated Positive Impacts for the water and sanitation projeds during the construction and operation phase .................................................................... 65 7.4.1. Benefits due to the construction of the water development and supply projects .............................................................................................................. 86 7.4.2. Anticipated Positive Environmental Impacts of the sanitation and wastewater treatment projects during construction and operation phase ............................................ ,........................................... ' ....................... 86 7.4.3. Description of the antidpated positive impaets of the water and sanitation projects.............................................................................................. 86 CHAPTER 8: PROPOSED MITIGATION MEA8URES................................................~ ............... 88 8.1. Impact Matrix ......................................................................................................... 88 8.2. Mitigations Measures for the water development and supply projects .................... 88 8.2.1. Mitigation during Construction Phase ................................................................ 68 8.2.2. Water development and suppty project - Operation Phase ............................... 99 8.3. Mitigations Measures for the sanitation and wastewater treatment and reuse projects...................................................................................................... 103 Draft EIA Report of ohamar City iii Auaust. 2009 8.3.1. Mitigation during Construction Phase .... m ................................... " ................ " 103 8.3.2. Wastewater coHection and treatment projects - Operation Phase ................... 116 CHAPTER 9: ENVIRONMENTAL MANAGEMENT PLAN .......................................................... 123 9.1. Genel1ll ................................................................................................................ 123 9.1.1. Responsibilities of the CHent representative (ECO) ......................................... 123 9.1.2. Responsibilities of the Contnlctor .................................................................... 123 9.1.3. Responsibilltiesofthe Engineer.................... ,. ................................................. 124 92. Arrangement for ImplenMntation of mitigation measures ..................................... 125 9.3. Implementation progl1lmrne ................................................................................. 126 9.3.1. Pre..oonstruction Phase .................... :.............................................................. 126 9.3.2. Construction Phase ......................................................................................... 127 9.3.3. Operation and MaIntenance Phase ............................ " ................................... 128 9.4. Environmental Monitortng ................................................................." ................. 128 9.4.1. Monitoring Activities...................................................................................... '"' 129 9.4.2. Environmental Variab/es.................................................................................. 130 9.4.3. Monitoring System ........................................................................................... 130 9.5. Environmental Cost .............................................................................................. 131 CHAPTER 10: PROCEDURES fOR IMPlfMENTAllON OF THE ENVIROMENTAL MANAGEMENT PLAN ............... ········ ......... ····· ................................................ 132 10.1. Management Plan Concept ............. ." .................................................................. 132 10.1.1. Introduction............. " ....................................................................................... 132 10.1.2. Environmental Control C>fficer.......................................................................... 132 10.1.3. Environmental Awareness Training for Site Personnel .................................... 132 10.1.4. Communication Procedures on Site ................................................................ 133 10.1.5. Record Keeping ............................................................................................... 133 10.1.6. Environmental completion statement.............................................................. 134 10.1.7. Institutional Matters ......................................................................................... 134- 102. Site Establishrnent ................................................................................................ 134 10.2.1. Sensitive features and wetland areas .............................................................. 134 102.2. Clearing and Grubbing .................................................................................... 137 10.2.3. Construction CSmps ........................................................................................ 1~ 10.2.4. Site Building at Construction Camps .............................................................. 139 10.2.5. Initial Earthworks Platforms ............. " .............................................................. 139 10.2.6. Fuels snd Oils at Construction Carnp~L .......................................................... 140 102.7. Cement at Construction C8mps ....................................................................... 140 10.2.S. Pipelines .......................................................................................................... 140 102.9. Aggregate ........................................................................................................ 141 102.10. Fill & Layer works MateriaL ............................................................................ 141 10.2.11. Paoong Areas ........................................ " .... ,................................................... 141 10.2.12. Wash Bay at Construction camps ......................... ,......................................... 141 102.13. Service Area .................................................................................................... 141 10.2.14. Concrete B8tching Plant .................................................................................. 142 Draft ErA Report of Dhamar City Iv Auaust 2009 I}ornkr fOIi,>ulling .--~ 143 ............ 143 i 0.3. Construction ProcedUfl?is ....... "' .......................... , .............. . 144 10.3.1. Cut .... « ............................. . . ...... 144 10.3.2. Fill... ........................... . 144 W.3.;l Unstable 144 03.4. Wal!StruCiules.. 145 1(13.5. 145 10.3J). Borrow pits 145 10.3. 7. .. ............... " .......................................... " .............. " ......................... 146 10.3.8. 146 10.3.9. 146 10.3.10. t>tGcKj:jlung ................. . 146 10.3.11 Personnel .. ....... " ............................... 146 10.4 Rehabilitation of Construction Activities. ................................ ". 147 10.4.1. Construction 104.2. Sorrow Pits ....................... . 1CL4.J. .. . , .. 'f~ CHAPTER 11: CONcWSlONSAND REOOMMENOATtONS ·· _ ................................w ....... ~.t.~ .. 14$ '1 ...,'.: Annexes . -n....'~'i....f.: Annex 1: Yemeni Environmental Laws and Related EIA Regulations and Pollution Control Production :~ . . ' . + l2!3iF;JP>:P*" ~:'-:.~ .: -' "'-' Annex 2: Draft EIA Report of Dhamar City v AU. Report of Dhamar City 25 AWLlst 2009 3.3. Project Area and Locatioi'll.. ,'.,. ,;.,.t;.. ,...;.;.....,"".·, ·., _ Ohamar City is located around 100 km south of Sana'a City. People of Ohamar are mainly farmers. traders. and government employees...· " , ., . - - .. The topography of Ohamar city 18 partiaRy ftat, with average elevation of 2400 - 2450 mast The main source of drinking water i8 groundwater. which is pumped from fourteen operating wells in samah and west well fields. The city has a sewerage collection network and wastewater treatment plant. ""':':~',' ;. The location of Dhamaf dty Is shown in the next figure In relation to the whole country.," The figure after it shOws the location of the city in relation to the main highways reaChing the Governorate of Ohamar. . - ......."',..... Figure 3.1 General location of DOOmar in relation to the whole country Draft EIA Report of Dhamar City AUQust. 2009 ment Dhamar city both urban and pert urban has the population of 175.159 inhabitants (based on 2004 Census); reside in 80% of city area, in the center and around the main road (58na'.Taiz). The city expansion Is towards the south and north:"'ln the fUture. there is possibility to expand toward east, If Mareb road is constructed. Because of the new roads which were constructed in SOuth and West area, around 80% of the lands are cultlvatea, and water resources were developed heavily in the southeast, and west parts of the my. seventY percent Of Dhamars buildings are one ·floor. . ~ "Many field visits were conducted to the project area and Intensive discussions were .,,;conducted with the officials and authorities. It was clear that Ohamar Is In need for the i~upgrading and extension of the existing water supply system. sanitation collection ~systems with the expansion of the wastewater treatment fadlitles. The development will ~be divided as mentioned In chapter one into two stages; the year 2015 and the yqr , .~2025. The figure below shows the delln8fltion of the two phases. .\ ',' '~Drafl EIA Report of D~m!Jf qity AlMJust. 2009 .. Figure 3,3 Expansion of the development phases (2015 in green and 2025 In orange) The foUowing sections show the projected water demands for domestic and non- domestic uses and the proposed project for the water and sanitation at the City_ tn addition to the proposed projects components wtth refation to water supply, sanitation and treatment plant for the two phases 2015 and 2025. 3.5. Water Demand Projections 3.5.1. Domestic Demand It is anticipated that the domestic water consumption win increase to 65 IIcI~J!!Jh! .yei~ .. 2Q25.·The table below shows that the available water production potential i-e 15,840 ma/day is sufficient only to satiSfy water demand up to around year around 2012 and additional sourcels of water supply will be required to meet the total daily demand (t--e Oomestic+ non-domestic+ water losses) of water for Chamar city from year 2012 up to year 2025. For covering deficit of 7,816 m3/day additional source/a wiD be required with the total production rate of 110 llsee. Draft EIA Report of Dhamar City 28 AUQust. 2009 Table 3,1 Dhamar Water demand projections and deficits PARAMETER UNIT 2008 2010 2015 2020 202S f~ 1 Dhamw Ree!lidents 153.661 174,283 202,041 231,~ 263,~ 2 Rate of Wt!bJr Cooeumption 50 _n;" 50 65 3~ ~TotaI WatM Demand per day m>ld 7,683 8,714 13,133 15,071 17,142 (Domestic) 4 Total Wafsr Demand per day m>ld I 1,152 1,307 1,970 2,262 2,571 (Non-domestic) 15% of DOI'I'KIII.Iti:: ! 5 Total Water Demand per day wId ! 8,835 10,021 15,103 17,339 19,713 (Domestic ~"!:Ion-domeIIf:k:;) 6 Total WtbK Demand per year wlyftar I 3,224,751 3,657,758 5,512,447 6,328,634 7,195,265 (Domestic and~) 7 Connection Rate % 76% ~ 100% 100% 100% 6 Required daily Demand for Um m"Jd 8,715 8,017 15,103 17,339 19,713 Connected Houses - ~ 9 Hourly Peak Flow factor 2.1 2.1 2.1 2.1 10 11 12 Peak WatstJr Demand per hour UFW WfIJt« l.osM6 m ~~ m>ld 20 1 1,321 20 3,021 1,517 20 3,466 1 3,943 13 ReqlJi'ed WfIbIr Production per wId 9,400 9,620 18,123 20,800 23,656 day 14 Required Water Production per m¥year 3,431,135 3,511,447 6,614,936 7,5.94,361 8,634,318 yea' ..- ~.---. 15 Available WatM: Production wId 15,840 15,840 15,840 15,840 15,840 18 Wfbtr Deficit or Inc:nIa$e m"Jd 6,440 6,220 ~2,283 -4.966 '"__, -7.816J 17 Generated wastewater -" "-"f.rttId'-~ ,--- 5,372' , 8,414 12,082 13,871 1S,nO 18 No of existing prodl£We wei. 14 14 14 14 14 19 Reqked Average weel prod.iction m>ld 611 687 1,295 1,486 1,690 per day=row131raw18 20 Available Water Production per m¥year ! 5,761,600 5,781,600 1 5,781,600 . 5,781,600 5,781,600 I yew: = row15X365d 21 ExIra Ineeded(-} W'&N m¥year ! 2,350,465 2,270,153 -833,336 -1,812,761 -2,852,718 14 22 Number of needed wells m>ld 0 0 3 7 11 '."", 3.6.2. Non-Oomestlc Demand Non-Oomestic water demand (Commercial, Institutional and Industrial) will be set to 15% of the domestic demand along the project horizon after the agreement with the - Client of the project. 3.5.3. Water Losses The water losses in distribution system are estimated to about 40%. The excessive leakages in old distribution system and damaged/non working water meters are the two main reasons for this high figure of water loss percentage. 3.5.4. Required water Production According to the required water demand the following yields, 8S summarized in the table below, will be required based on 20 hrs daily pumping. Draft EIA Report of Dhamar City AUQust 2009 Table 3.2 The Required Yields of the Wells RequIred Wat8r Required YIeld based on Year Demand Recommended 20 Pumpl m'/day hI'S (11$) 9,400 9,620 18,123 20,806 The average well production for Dhamar existing wells was calculated to amount of 220 IIsec assuming the wefl operation duration to 2Ohrslday. The total daily production capacities of the 14 existing water wellS are about 15,840 rna/day, the accumulative number of needed wells are three. sewn and eleven wells for the years 2015. 2020 and 2025 respectively. It is evident from the above table that additional water production source/s will be required with a combined produdion capacity of 7,816 rrr/dayor 110 Vsee. At present only about 163 Vs is pumped from eight production wells in Samah well field and 57 Vsee Is supposed to be pumped from other six existing wells, a total of 220 Vs will be available for domestic water suppty. To make up for the deficit supply of 110 I/sec by the year 2025, quantity of addltlonal water supply can be taken from the following proposed well sites according to the results of exploratory wells. · 3 wells near Ohamar University · 3 wells in Samah well field · 2 wells between Ohamar and Yareem · 3 wells near Dhamar Town The second implementation phase up to year 2025 will require well points discharging 329 lis at 20 hours daily pumping. 3.6. Proposed Water Supply System The water supply system of Ohamar in 2025 is visualized as: Two new supply ground reservoirs will be added in the present system baled on ont supply ntHNOir. one of the two new reservoirs will be constructed to the north of Dhamar city at Hanan Mountain. The reservoir will have a water storage capacity of 3 6000 m · This reservoir will be used to serve the Northem and North·westem areas (If Dhamar. The second proposed ntServoir will be constructed at a hiD located at the southem part of Dhamar city and it will have a water storage capacity of 6700m3. This reHrvoir will be used to serve South and South-westem antas of city. The third proposed reHrvoir will be constructed ~ to the existing eastern reservoir and it will have a water storage capacity of 5000 m3· This reservoir In addition to the existing 6000 nf reservoir wtll be uled to serve the rest of Ohamar city. Addition" 11 wells shall be drilled, to supply the north and south reservoirs. The North (Hanan) reservoir will be fed from four (4) existing wells Q-e Shuaibah, Jodad, Harran and sports stadium well&)+ (4) proposed future welVs, While the Draft EIA Report of Dhamar City 30 AlIOust. 2009 south em reservoir will be fed from two 2 exl&ting wells located at AJ·Mehlah and AI· Jadad +(7) proposed future wells. The existing and proposed eastern reservoirs (at Thamar) will continue to be fed from Samah well fields. The Dhamar existing water dl&UibuUon network will be rehabilitated and extended to provide connections for aN consumers of the newly developed areas of the Urban Center. The nature of further extensions to the system will depend on the town planning layouts to be developed in future. The storage capacity wil be deSigned to supply the average daily demand of 2025 population. The minimum storage capacity ca~ a.";..~I~'. Table 3.3 Minimum Storage Capacity for different horizons storage Storage 8toratJe storage capac:tty 1201 0 capacity 12015 capac:tty 12020 capacity 12025 m'lday m-Iday m'lday m1/day 9,620 18,123 20,806 23,658 3.7. Proposed Stages of Implementation of water supply designed workS 3.7.1. Water Resources » Phase (I) Year 2015 ... ,,;.~ ,-, -. , . - Drilling of the 3 new wells Oncludlng Structural, Mechanical and EIectrfca ·11 wos. » Phase (II) Year 2025 Dnlling of the 8 new wells (including structural. Mechanicat and EJectrical works. 3.1.2. Reservoirs According to design criteria and standards for water suppty systems. it Is common te choose minimum storage capacity equal to the maximum 24 hours demand of the area sUpplied. The consultants recommended proposal is to provide reservoirs for 2025 required storage capacity In phase-1. this will result in cost saving, » Phase (I) Year 201& For this purpose. a new reservoir of 5000 m3 capacity is proposed to augment thf, existing storage capacity (8000 m:; of the eastem reservoir. In addition, construction of 2 new reservoirs of capacities of 6000 m3 and 8700 m3 is proposed at the north and south areas of Dhamar city respectively. 3.7.3. Transmission and Distribution Mains The transmission main will convey water under pressure from the well fleld up to the proposed storage reservOir, whereas, the distribution mains will convey water b) gravity from the reservoirs up to the distribution netwol1c. Year 2025 is taken 8S horizon for the project design. However, for Imptementatioo purpose the overall work is divided into two Phases i-e Phase..1 and Phase-2 Draft EIA Report of Dhamar City 31 AuoList. 2009 The details of worb to be Implemented under Phase-1 and Phase-2 are provided in the following section_ )- Transmlnlon Mains ./' Phase (I) Vear 2015 Based on the stipulated maximum dally consumption, the capacity and size of the transmission main shall be as follows: . -; Construction of 3.5 km long. 300 mm diameter 01 pipe Transmission main with 83 Vsee total flow capacity (based on 20hrslday pumping). The line will convey water under pressure from the west well field (4 eldaling wells and 4 future wells) up to the proposed north storage reservoir at Harmn Mountain (with capacity of 6OOOm"). In addition approximately 6 km of coRectlng pipes of different diameters (150mm-250mm) are proposed to connect 4 existing wefts and 4 future wells to the north reservoir (the final length depends on the location of the future wells). Construction of 3.0 km long. 300 mm diameter 01 pipe Transmission main with 93 Vsee total flow capacity (based on 20hrslday pumping). The line will convey water under pressure from 2 existing wells and 7 future wells up to the southern proposed storage reservoir (capacity of 8700 m"). In addlion approximately 5 Ian of collecting pipes of different diameters (15Omm-25Omm) are proposed to conned 2 existing wells and 7 future weU.tlot.hJl.soutl\.reeMJir Obe final tengIh dean",, · "'¥'- .............. -_. ......., ..177 _--- - 88.5 Total Area of Ponds Total Surface Area of Ponds including free board '~~_+_~. .. _ - - 41.126 'AiiOW 15% for Roads and athfJrs-~ .~. .. ......... .. ~- --a:169 ---~,~,--~.-~ ----~-, Total Gross Area ha 47.295 3.10.4. Required Land Area The following table presents summary of the land requirements for the waste $tabJl~I90 pond, fQr DttM;tif. Draft EIA Report of Dhamar City Auaust. 2009 Table 3.11 SUmmary of Land Requirements for the Waste Stabilization Ponds T~l Land Area (he) City Anaerobic FacuItaI:ive Mab.r'ation Ottler& Ponds Ponds Ponds NeS Dhamar 2.052 33.985 5.089 6.169 47.295 I 3.11. Summary of propOHd work. and estimated cephal coats The works designed and covered In this report are summarized as shown: Table 3.12 Proposed water supply system oomponents water Reaources (WeIta) OriIlng of 1tIe 3 . - weIs (including stndt.I'aI. Mechwlical and Electrical worfal) - YM' 2015 No 3 Drtlllng of the 8 new weIe In (including StroobnI. Med1anicaI and Eledrical WOI1cs) - yew 2025 No 8 TnlnsmIsIIon lines from W86t wei field up to Harran /'I!IlIIIII'\IO 0.1 300mm diameter 3,500 LM=1 0.1 (150-200)mm diameter JLM 6.000 from S-E well field up to South R~ 0.1 300nm diameter LM 3,000 ~ 0.1 (150-250)mm diameter LM 5,000 Reservotrs COl'lStrl.don of new scXitional SJ'O!,Ind I1II8eIVOi' (East) III Thamor; capacity 5000 ma up to yew No 1 2015 ConatructiDn of new fJ"OI.I'Id rflSl!lMli" at (North) harren mOUl'll3ln ( capacity 6000 m') up to Y8&f No 1 2015 Contdructian of new· ground reservoir (South); capacly 6700 m3 up to year 2015 No 1 ChlOrInation facllty at p-opoeed t;round reservoirs No 3 DIsb1bW1on Mains from HaTan ground re&enI'Oin; cIoMl to the LM clstJt)ution network (01, ON 4(0) 2.600 from SouIh gound reeervor down to the UII 1.500 dI!drItx.mn network (01, ON 4(0) DIeb1but1on network up to year 2016 (01. ON 150-3(0) LM 22,000 PE ~ (ON 50-100) LM 61,000 PE Pipes for city internal c:Ii&tJ'I.)ution ay&tem LM ~:, ]50,000 (ON 50 to ON 75) PE & GMS p~ for House connections LM 68,320 Dlsll1bW1on network up to year 2025 01 Pipes (ON 150-200) LM 4,000 PE Pipes (ON 00 to ON 100) LM 44.000 PE & GUS F.,ee for House connections LM 44,055 Draft EIA Report of DhamSf City 41 AUQust 2009 Table 3.13 Proposed Wastewater Collection and Treatment Systems Phase (1) VIII' 2011 Tr1.I1k. lines (GRP. DN600(800) LM 3200 Sewerage network (14NC. ~) l.M 125000 12987 House Comectiona (UI'NC. 00180) LM 90909 ..., to year 2015 Rehabilllation cl existing wasIBwat.. Treatment each 1 plent Phase (2) VOltr 2025 Sewerage networIc upvc,( ON2()()..3()() 84.000 6608 House Connections (14NC. 00160) LM 46259 · 141 to year 2025 Construction of new wastewater treatment plant each 1 The capital costs of implementing the proposed project until year 2015 were estimated es follows: ....., .·.~ · Water resources and tanks t;· 1 4.141.450 US$ · Water network 12.590,008 US$ · Treatment plant and main fines 3,344,800 US$ Sewerage network 16,381.328 US$ For the second phase until year 2025, the additional fadlitles will cost as follows: · Water resources and watar network 5,654,972 US$ · Sewerage network ~~'... -... 10.409,560 US$ The tOlaI investment costs for the two phases of the project are around 52.5 MiHion USS. ~~- . .',1""" '. CHAPTER 4: DESCRJP110N OF CURRENT ENVIRONMENTAL AND SOCIAL STATUS OF THE PROEJCT AREA The following sedions will describe the current environmental and social existing conditions at the project area in order to establish a base line data before analyzing the antidpated environmental and social impacts due to the implementation of the project components. · '·'~t US] -.'... - . , .9&1· L . .1 "t"~ ...... 4.1. Existing Soclo-economlc Conditions The data needed In this sedlon was gathered from the coIleded reports and previous studies in addition to the fJeld viSits to the project area by the working team of the study. 4.1.1. Location, History and Population Dhamar Governorate is considered the geographical center of the (Hymirtt Civilization) Ohamar has ruled in the past by strong King of Hymirit tribes whose name was Ohamar All. Ohamar is famous and known by natural mineral baths which are considered an important feature in Yemen which are located in Annes district and AI Hossin village. Ohamar is located 100 km to the south of Sana'a. Population of Ohamar (urban and peri urban) is 175,159 inhabitants (urban and perl urban) where 52% males and 48% females. (Census 2004). The Governorate entails 12 districts and 313 0zJa, 3255 villages and about 7000 Mahalas (sub village). Ohamar City is the Capital of tile Governorate and surrounded by moun1ains. It was a trade center and situated In the middle of the country. H taI'II'IIt:ts all Yemeni towns with each others. It used to be surrounded by great Castles. Dhamar played an important role during Islam 80 It has famous mosques as ( The Grand Mosque) which is considered as the oldest one in Yemen. in addition to the oldest school in Yemen (AI Shamsya school). People of Dhamar are mainly fanners, traders, and government employe8$ Topography of Dhamar city is partially ftat. with average elevation of 2400 - 2450 ma$l Location of the City was shown in chapter thIM of this report . The city expansion is towards the south and north. In the Mure, there is possibility to expand toward east, if the Mareb road is constructed. Because now the new roads are constructed in South and West area, around 80% of the lands are cultivated, and water resources are located in the Southeast, and west parts of the city. Seventy percent of Chamar's buildings are one floor. The immigration rate to Ohamar Is very high; around 60% of yearly increasing is due to immigratiot Population density in 2006 was 830 person~ where the estimated number of houses in the town center were counted from the Satellite images= 17.175 house and the average residents in each house in the center estimated at 7 persons. Draft ElA Report of Dhamar City 43 Auoust 2009 4.1.2. Education 0' According to the census of 2004 the number students in Dhamar govemerate who are enrolled In schools is 2Om6. Out of that 65% are males and 35% are females. In 2009 the total number of students enrolled in schools of Dhamar City Is 40991 distributed among 66 schools of different scholastic stages. The number of females enroHed In school in Dhamar city is 14445 which accounts for 35% of the total enrolled students (Yemen News, 20(9). ..:.... .. .."~;:A:,, Regarding the higher education institutions. there is a university of Dhamar. The tolal registered student in all specializations In Ohamar University is 11759 students, out of which 9380 students (80%) are maJes. The total number of facutties staff In Dhamar Unlwrsily.i$ 470 pel'$QO"-. taaJ7'8les, and 81 % are Yemeni citizens. The number cif students' In' different faculties ranges from around 2000 Uke in the Arts and Administrative sciences to 65 students like in the Dentistry School, out of which 51 are males. .Ha t ·. !!-,,;\ ........ . ,1"'" · ~ .. -49 · Tab184.1 Population Enrolment Rate in Basic Schooli~ (6 to 15 years old) by sex accordirg to 1994 and 2004 CeI'lSU8e8 73,171 134,605 147,310 35,704 111,606 368,565 179,259 189,606 298,808 143,296 155.512 56.3 40.8 71.0 49.2 71.8 4.1.3. Health Situation There are 9 medical centers in 2006 In Dnamar. The number of physidans is 62; out of }whiCh two are male speclalfsts, two male and one female general practitioner, two malEt ~and one female dentist, two medical assistants. Also there are 15 male and 6 femf:lJtf nurses. On the other hand, there is one public health specialist. ;The city has only one public hospital with 194 beds, where there are 11 male and 3 "~female specialists, 21 general practitioners physicians, ten dentists (half of thent- ~males), 4 medical assistants, 37 male and 38 female nurses, one pharmacist, and " ,,1Ianesthesla specialists. There is another hospital sUfI under construction. Moreover, terti lare four medical centers, two medical units and one center for pediatrics and matemity. .;,As shown in the table below, the main diseases dominating in Dhamar are Dysentary. ;. "'~Infectiou8 hepatitis, Malaria and Typhoid. ~ ..'~ .. .. , "' ... .- , Draft EIA Report of Dhamar City 44 Auaust. 2009 Table 4.2 Reported diseases and number of cases in Dhamar Govemerate during 2003 (Annual Statistics Book, 2004) Disease Dysentery Malalfa Bllharsla ! Pneumoma infection TypbokI Cholera I A Hepatitis No. of Reported 4,555 32,785 4. 138 1 - 256 1,551 0 cases 4.1.4. Agricultural ActIvttIea Based on the 2005 stalistlcaJ for the agricultural adlvitles In the Govemorate, the total cuHlvated areas are around 85,767 hectares. Where the lITigable areas but not cuHlvated yet may reach to 52,453 hectares. Table 4.3 Illustrates the cuHlvated area and breakdOwn by type of crop In Dhamar area. It can be noticed that the the cultivated land is dominated by serials crops (68%). This is mainly because the area is enlovino a relatively high rainfall level, which encourages the rain fed agriculture. As shown in the nexl table, in Dhamar region, the dominant crop is the cereals (20,767.94 hectares) followed by fodders (2,440.98 hectares) and the rest are vegetables, fruits, and pulses. The majority of the cultivated lands are Irrfgated through private wells and rain fed. Very litHe depends on streams and drains. For the agricultural livestock, the total numbers of sheep heads in Dhamar Govemorate are 380,000, goats (295,000 heads), cows (157,000 heads), camels (4,700 heads) and honey bees (30,000 hives). These figures are based on the 2005 statistical survey at the govemorate which is conSidered as the most accurate and latest one. Table 4.3. Total cUtivated area and breakdown by type of crops In Dhamar Region ,........_................. ............... ... - ...-'" .... .. .........__....._ . ._..... ............-............. T--······ ...... , ......-............... Dhamar SerIals VegeIabIes fruits Pulses ca.h Fodder correa Total Region cropa and Qat ArM 20,767.94 1,346.91 390.29 711.41 0 2,440.98 4,594.39 30,251.92 (Hec::tIIrea) 4.1.5. Electricity and communication The total received energy for the Governorate Is about 101 MWH (Mega V Hour) the sold Is 88 MWH and the lost is 13 MWH ssNtrtg a total of 60,000 subscrit..m The total number of telephone subscribers at the Governorate is 33,200 for different sectors; public, Govemment and private. 4.1.6. LaborfOrcel The total labor forces on Governmental level are around 22,000 members (2006), the majority (70%) are working in the field of education, followed by health, agrtcutture and home rule. Draft EIA Report of Ohamar City 45 Auaust. 2009 4.1.7. Tourist Establishments The total number of beds at the avalable hotels In Chamar is 450 beds distributed over 11 hotels. Another 15 pensions are avalable and 36 restaurants, 24 cafeterias. one park and one museum. 4.2. Water Resources and Climate 4.2.1. Rainfall and Humidity Rainfall is the basic water resource, and there are marked differences in the amount of rain received in various parts of Ohmar gowmerate. The next figure shows Ohamar govemorate map with rainfall distribution In various go venerate districts. Figure 4.1 Agro-Climatic zones and rainfatl of Dhamar Govemerate (Agto-Cllmete and Production sptem.s In ahamat' Gowmorate, 2000). "gro-climatlc zanes & raInfall ;:htflbutlOn ).IJ ~ .,AjJa.J:Il ~ ~jl J ~ ~ .2 In Ohamar govemarillte ~.. "'t~U Cf~.;td t(,!lHt · '....",.,--,... """" f_lI"".___ -t4*,,., 'y_......"..... <¥It;,;, ).f_ ............. j"'" . . . ..,,,$ ~",..,.~.. ~--'-jI!o,I -..:"'..-- ~"" 1 ~_.y."'IIY'tIf."' ··_"'""-._"'~'" i In. . ""$r~."'*"_ ~'.t· ..... (4<":t:;~"~~~, ~ ~t .. 4>t_ Qo,o,-_-»M . -.... -·-""~-~---~-- ...- ..""',,~:;:,,':,·::::O:,',7-~ ....-'-~ As for the City of Dhamar, the average annual rainfall is ranging from 200 to 600 mm f The figure on the next page shows the average annual rainfall on Dhamar City for the period 1999-2004 (yemen Agro-CUmate Guide, 2004). It can be seen that during ttte year 2003, the rainfall was the maximum (500 mm). while during the year 1999 had ttle lowest rainfall level of 200 Mm. This implies that rainfall is highly variable in Ume and quantity. Despite that, Ohamar govemorate is considered relatively wet area as compared to other regions of Yemen. Rainfall occurs in two periods, the first from March through May, and the second from July untl September. which Is the heaviest rainy season. There Is IHe or no rain from November to February but there are exceptions In certain regions and years. Draft EIA Report of Dhamar City Auaust. 2009 Figure 4.2 Average annual rainfall on Dhamar City for the period 1999-2004 (Source:Yemen Agro-Cllmate GuIde.. 2OtU) 500 450 Relative humidity in Dhamar is ranging from 30 to 60% during the year, with highest (60%) being recorded in August and lowest (30%) during June. The figwe below depicts the average relative humidity levels in Dhamar City for the period 1999-2004 (yemen Agro-Climate Guide, 2004). Flgure4.3 Average relative monthly humidity in Dhamar City for the period 1999-2004 (Yemen Agra-Cllmate Guide, 2(J(U) ~ 70 58 60 50 50 47 42 42 42 40 32 30 20 10 I 4.2.2. Temperature, wind and evaporation Chamar city Is located In the seventh Agro-climatic zone, in which the average maximum temperature is ranging from 23 to 300c, while the average minimum temperature is ranging from 4 to 13 OC. (Yemen Agro--Cllmate Guide, 2004). The next figure shows the average, minimum and maximum temperature values recorded in Draft EIA Report of Dhamar City 47 AuaU6t. 2009 Ohamar during the period 1999-2004. It can be noted that the lowest temperature Is In January. while the highest is reached during the month or June. The wind in Dhamar is seasonal. H is characterized of being moderate with a speed ranging from 1.8 -3.8 m. The figure on the next page shows the average wind velocity In Dhamar City for different months of the year during the period 1999-2004. The dominant wind direction is eastem direction in most of the months. (Civil Aviation and Meteorology AuthorHy. 2003) Figure 4.4 Average, Maximum and minimum temperatures In Dharma City for the Period 1987-2004 (Source: Yemen Agro-CIImate Guida, 20(4). - - u w 35 --Minimum 0:: 30 :;) 25 ~ w 20 0:: a. 15 :e w I- 10 ~ :e 5 0 Zt~ g,~ is' ~~ ~~ ~e Zt~..::J 'S)~ ~t§ "'loS ~ «0 MONTH Draft EIA Report of Dhamar City 48 AUQust, 2009 Figure 4.5 Average monthly wird speed in Dhamar City for the period 1999 -2004 (Source: Yemen Agro-ct1m.,. GuIde. 20(4). 4 3 2.9 3 2.B 2.5 2.6 2.7 2.8 2.7 2 1.8 Month The average potential evapo-transpiration at the projed area ranges between (1300- 1600 mm). (Yemen Agro-Climsle Guide, 2(04), while the average period of solar radiation of Ohamaer is ranging from 8-10 hours 4.2.3. Water and Sanitation The water supply system of Ohamar depends on the groundwater resources. The main aquifer in Ohamar area Is the complex system of aUuvium deposits and the tertiary volcanic rocks. which are hydraulically interconnected. Local water resources are of good quality. Recharge to the aquffer may cover the domestic water needs if groundwater is used only for domestic water supply. Spacing of the pumping wells to be driUed in the future has to be well located to prevent any interfaces of cones ¢ depression in the pumping wells. The city has 14 wells in total. Out of these total 14 wells 12 wells are opemtional while the remaining two are not connected to the system. Eight of the total 12 operational wetls are located in Samah well field. TIle drflling of these wells carried out in 1990 with average depth of 150m. The Samah field wells are feeding Thamar ground water reservoir through a 15 km long. 250 - 500 mm diamet,r 0.1 Transmission Main. The detaila of the relevant 14 we~.Ilt.&~§e!}t,d below. 1 _ _ Draft EtA Report or Dhamar City Auaust.2009 Table 4.4 Details of the existing drinking water wells .... Wetl No Q lis Q m"'day Samah Well 16 Zl 1.584 Samah Well 19 19 1,368 Samah Well 20 21 1,512 ---- ,_~,,_~_v ~N"~"¥'" Samah Well 23 21 1,512 Seman Well 24 20 1,440 Samah Well 25 22 1,584 Saman Well 26 21 1.512 Saman2 17 1,224 Stadium well (Task A well 2) 9 648 Mehlah wei (not oonneaed ) 10 720 Quaoor well (not connected) (Task 11 792 _ AweD No 1) Shuaiban weH 15 1.080 Harranwell 7 504 Jodadwell 5 360 ... - ............... Total 15,840 Based on the curmnt yields the combined productivity from SSmah field wells totalled to 11,736 m3/day. The total combined production from other four operating weUs is 2,592m3/day. Whereas the combined productivity of A1-Mehlah and A1-Qosoor wells is 1,512mslday. Hence the averaH productivity of Ohamar existing wells is 15.840 rrf'/day or 5,781,600 m3lyear. The location of Dhamar well field is presented in chapter III. Current water quality results of SSmah wells showed a good water quality with respect to TOO in comparison with WHO and Yemeni Standards; below (1000 mgJI) as p~~q !n the t9Qle ~to~treatmenUs necessary for the pumped water. T""""." Comparison of the current water quaUty of the \vells in Samah 'Nith WHO and Yemeni Standards Well name ~- 1 WeI No.2 TDS, mgII 340 2 Wei No.2 3'" WelNo:1if "" ~~" ...... ~"."""""~"-""~"" , . " " '<"<'<" 'A<~'<'~ " .....--..~ 330 4 Wei No. 19 340 5 We. No.23 340 6 Wei No.24 351 7 WeI No,25 352 8 Wei No.2B 353 Yemeri Standards No. 109f2000 1,000 WHO guidelines 1.000 Draft EIA Report of Ohamar City 50 Auoust. 2009 4.2.4. ExIsting Water Supply Syatam Most of the existing water supply network in Dhamar was constructed in two Stages i-e Stage-1 and Stage-2. Works under stage-1 were completed In 1967, whemas stage-2 started In 1985 and completed in yesr 1992. The stage-1 was constructed by USAlD, while the stage-2 works was constructed utilizing funds from Arab and OPEC Funds as well as the Government of Yemen. The works under stage-2 were being Implemented and operated by NWSA through Ohamar branch, and were put into service in 1992. The works carried out under stage-1 comprises construction of distribution network inside old city area by laying 25mm-100mm diameter GMS pipes. However WSSLC Ohamar replaced about 50 % of the pipes previousty laid under stage-1. There are stili about 15km length of distribution network lines of old net work and some more lines laid afterwards, which needed replacement. WSSLC expected replacement of all pipes by the year 201C Under Stage-2, in addition to construction of Ground water reservoir. 0.1 pipes of diameters from 100mm to 500mm and house connection GMS pipes (with polythene sheets wrapping) of diameters from %- to 2- were laid. After completion of stage-2, the extension in distribution network and provision of house connections (using %" to 4- diameter pipes) has been carried out from time to timt" The city is supplied continuous water supply [I-e 24 hrs supply). The Ea: n areas of city are fed from a Ground water Reservoir located in an area caRed Thamar. The water storage capacity of Thamar reservoir Is 6,000 m3 and elevation Is 2,473 masl. A Ductile Iron (0.1) distribution main of 500mm diameter carry water from reservoir to the distribution network. This happen to be the only working Ground Resef'llOir In the city that is supplying water under gravity. Moreover, chlorination unit is provided B reservoir site that is in operation since september 2007. There also exists a non functional OIH reservoir near the Ground reservoir site. thE height and storage capacity of OIH Tank are 12m and 140 m3 , respectively. In addition to Eastern areas of city, there are four villages (The mar, Mawaheb, Lakhmah. and Kharabah) which AJeeive water from Thamar water reservoir. The total estimated population of these four villages is around 20,000. Due to priority of water supply to city, the villages are not getting water In required quantity and pressure from the east reservoir, but actually they are connected direcUy to the main SOO mm transmission line. The reservoir Itself is being fed from 8 weDs located In Samah well field. 'le south - eastern part of Ohamar. The city is also supplied water through direct pumpIng through existing operational 4 wells located In Shuaibah, Jodad, Hanan and sports stadium. Two mof9 wells, are located in the we"'southern part of city at AJ..Mehlah and At- Q0800r, However they are not connected to network yet. Presently. there is a project under construction which is aiming at enhancing the watel networt< of the west area of Ohamar city. Under the project, wells located at Sport stadium, Al-Mehlah, Al-Qosoor and Shuaibah will be connected to distribution network of western area of the city. The project indudes construction of one O/H balancing Reservoir (capaclty=1 oonr and height=12m) in South of city at a place caUed Roms. In addition to above. the project a'so includes construction of a pu"" station (piping, building and pumps) and laying of 1OOmm to 250mm diameter transmission lines. Draft EIA Report of Dhamar City AUQust. 2009 The number of subscribers of water supply to-date stands at 15.199 that cover about 76% of city area. The house connections are still in good CO~$. As slated before, the water supply system of Ohamar was oonSfruded in tWo stages; the first stage was completed in 1967 and stiR in operation which means that part of the distribution network is very old. almost 38 years old which explains the high percentage of water losses .(almost 40%). The water system was extended thro,l:l,h, the second ~ stage by NWSA In 1992. . &kSiH1 " From Thamar reselVoir. water is conveyed by gravity through a 01 Distribution main of DN 500, with a total length of 4.20 km to the distribution system of Ohamar city. The distribution network is made of 01 (diameter 100 mm - 400 mm) and GMS (ON 50- 150 mm).The total pipe-length of the distribution system Is about 64 km. Most of the GMS pipes of ON 5()..1oo Installed In the old city are deteriorated and should be replaced by new and bigger diameter pipes. The existing distribution network constructed during the second stage (In 1992) Is stli In good condition. All new and good condition pipes will be integrated In the system; the deteriorated and small diameters pipe will be either replaced or reinforced respectively. Detail of Ohamar Existing piping system is summarized below. Tabfe4.6 Dhamar Existi~ Plpl~ System DIa LefIgtb Condtuons ......1 Date", water House mm 11m IMtaIatktn los... connection From $&I'I'Iah web 250-500 15.0 Good Df 1992- tnFl~ From Seman R~ 500 4.2 Good DI 1992 to · Oilririrutioo network 400 1.0 300 2,5 ._- 2.3-- DistrtIution 250 NftWori< Good 200 6.1 6.2 · 3.5 PE,GMS, 38 Bad + Good NElitwDI1c DN25 4.2.5. Required Water Production According to the required water demand the following y;elds, as summartzed in the table below will be required based on 20 hrs dally pumping. Draft EIA Report of Dhamar City 52 AuaU8t. 2009 Table 4.7 The Required Yields of the Wells RQqulred Wader Reqdrad V'IeId ba1!illld on Year o.mand RecomnI8flded 20 Pumping 3 m 'day In(lfS) 2006 9,400 131 2010 9,820 133 18,123 "-,, 252 1 2Q2() 20,800 289 2025 23,658 329 4.2.8. existing Wastewater Disposal System and Treatment Plant Parts of the northern and eastern areas of Dhamar are currently served by an existing sewer network consists of uPVC pipes with ciameter varying form 150-600 mm and total length 58km. The first stage of Ohamar existing wastewater network implemented In 1992 and the network Is stili In good condition. The remaining areas _5 have no wastewater collection system and cesspits are being used to coReet wastewater. Recently, a small sewer laying contract was being undertaken in ~mmar's western areas of Omer berI AJ-Khatab and Al-Methaq. Under the contract, about 2.5 km of 200mm and 160mm diameters of uPVC pipes were laid. The works under this contracts completed in 200ft The source of financing for this contract. was arranged from Social fund. The number of sewer house connections Is around 8660, covering about 42% of the town population. The detail of e.xisting wastewater network i-e lengths, diameters and materials of pipes is summarized as follows. . Table 4.8 ExIsting Sewerage Network of Dhamar City Pipes m. Material DIameter length Nolie uPVC Noaoo 2km The 1reeiment p/a1t with fOCI' ana«obic: and two aerobic pondB. NDN180 Nunbar' cA sewer house oomection is uPVC 60km 8EIBO, repr-rong onty 42% d the town. Oharnar existing Wastewater Treatment Plant (Natural Stabilization Ponds System) Is located towards North East of the city as shown on the next page. The ptant recelvE/s the waste water through a 2 km long uPVC pipe line of diameter ON 600 mm. 11'Ie treatment plant was designed to receive an average wastewater flow a~ 8,000 m'/day during winter and 12.000 m3lday during summer, which is not ~e for the current wastewater flows. The two next figures show parts of the existirm treatment plant. Draft EIA Report of Dhamar City Auaust.2009 Figure 4.6 Dhamar existill1 w~rtratment plant Figure 4.7 StabUization ponds of the existi~ treatment plant The plant requires rehabilitations and more controUing far the e~t qUiiiJ'. TI'le ." ;\;.Ii treated effluent is discharged to the areas near the treatment ponds-with unrestricttld ''';1 reuse. The treatment plant consists Of four anaerobic and two aerobic ponds. The next '.1 .'. figure shows pa.rt or the reuse uncontrolled actMtJes downstream the treatm&nt pfant. Draft EIA Report of Dhamar City 54 Auoust. 2009 Figure 4.8 Reuse actMties downstream the treatment plant 4.3. Ecological and Archaeological Conditions This section entails description of the exJsting Flora and Fauna of the project area. 4.3.1. Flora For the natural habitats and endangered flora speciel, there are no records of any endangered species at the City or the UTOUnding areas. This 15 also confirmed durtng the scoplng seMlon as It will be presented In Chapter 6 4.3.2. Fauna As mentioned eal1ler, the Governorate hosted a remarkable number of sheep heads. cows and camels. The intensity Of the Uvestock in the City Of Dhamar is very minimal due to the type Of works and jobs that are available. Most of the animals are distributed within the villages and sub villages of the Governorate. There are no records Of endangered fauna spedes at the City. 4.3.3. Archaeology Dhamar Governorate IS considered the geographical center of the (Hymirit Civilization). Dhamar has ruled in the past by strong King of Hymirit tribes whose name was Dhamar Ali. Ohamar is famous and known by natural minerai baths which are considered an important feature in Yemen whioh are located in Annes district and AI Hassin village. It was a trade center and situated in the middle of the country. It connects all Yemeni to\WlS with each others. It used to be surrounded by great Cestles. The City of Dhamar Draft EIA Report or Dhamar city 55 Auaust. 2009 played an Important role during Islam so it has famous mosques as (The Grand Mosque) which is considered as the oldest one In Yemen, in addition to the oldest school in Yemen (AI Shamsya school) . . ·,4ijtltGfiCt< .. t '.' . :~. ' 4.4. Topography, Soil and Geology iitt~·. ria... Ohamar Is located in the central area of Yemen belWi8n 444,200 - 444.600 East and 1,419,000 - 1,419,210 North. Most of the highways connecting Yemeni cities are .,.. passing through the governorate. The area is characterized by ftat agricultural land f· through which some hills and mountains exist. such as Yefa'a Mountain in the west and ',:. ' . Ghata Haran that is located in the north side of Chamar City. ThiS mountain is considered as the site of an old votcano which covered most of the city by basaltic ..- formations and volcanic ashes in the old ages. The area in the north of the City where the campus of the Universit¥. qf gentty inclined towards east and north east. .. Soil investigations study was pertonned on June 2008 for the project; three hundred and eighteen boreholes went dlilled at the lite to cover wastewater and water networks, water tanks and treatment plant which located in Chamar City. The resuHs of the soil investigations conducted for the drilled boreholes (10 m depth) at the location of wastewater treatment plant encountellJd subsurface material consist of the following layers: . Top soil materials composed of light brown Silty clay with gravels and cobbles of basalt · : Mixture materials composed of brown silty clay with gravels and cobbles of basalt. 'Gray highly frftc;tY(8d ~.ighly weathered moderately weak to moderately strong basatt. For the borenoTei Jrtited at the location of the proposed water storage reservoirs .. (Harran Reserwir, Harren Reservoir. and South Reservoir) with average depth from 6 - 9 m; ~ ~~.~erJ$:ountered In these sits consist s of the following layers: }> HananR~rvOlr: _.J.t·..... . ~ _ ·· _ '.·~ . . '.'. ......... 4 ....ii·.W-.;.. ..:·..· -.. . ,~ ~ · Top soil matertal composed of brown silty day with gravels and cobbles of volcanic ash and basalt. · Dark grey to black fractured weathered weak to moderately weak volcanic ash. · Light pink to pink highly fractured highly weathered very weak to weltk volcanic ash. , Dhamar Reservoir: · Fill materials composed of light brown silty clay with gravels and cobbles of basalt and volcanic ash, · Brown moist stiff silty clay with gravels of volcanic ash. · Light brown to light rosy highly fractured highly weathered volcanic ash. Draft EIA Report of Dhamar City Auaust. 2009 )0 South Reservoir: · Black moderately weak highly fractured highty weathered basalt Intercalated with volcanic ash. · Pink very weak to weak highly fractured highly weathered volcanic ash. The subsurface materials encountered in the drilled boreholes conducted for the routes of water and wastewater networks consist of the following layers (with average depth of 5-10 m): · Top soil materials composed of light brown to silly clay with gravels and cobbles of basalt and volcanic ash. · Fill materials composed of dark brown to brown silty clay with Qravels and cobbles of basalt and volcaniC ash · Dark brown to brown moist stiff to very stiff sandy silty clay with gravels and cobbles of basalt and volcanic ash. · Light brown to pink very weak highly fractured highly weathered VOlcanIC aSh. · Dark gray moderately strong fractured weathered basalt. · Grey moist very weak marl with gr&Yels and cobbles of basal. · Reddish brown moist to wet very weak very clayey mart · Mixture materials composed of brown silly clay with gravels, cobbles ana boulders of basaH and volcanic ash. The northern part of Oharnar Is covered with wlcanlc basaltJc rocks and ashes from the third age. On the other hand the southern part is malnty composed of clay and sill that are mixed with sand. Ohamar area has been eJCPosed to several seismic events. One major earthquake tOQk place in 1982, which is considered the mBior earthquake that hit Yemen in the modem age. One of the major natural faults is passing through north eastem part of the city. This fault is seismicaly active. On the other hand, in the northern. the north western and western sides of the city Ieft..tateraI- normal faults can be noticed. As for . . southern side of the city. it is considered an active area from seismic point of view, where medium and week seismic actMties are still recoded to date, which renders ~ area as one of the active seismic areas in Yemen. The next figure shows Dha"..r Geological map, while the table after tt lists the geological formation and ages that alf' existing in Dhamar area. Draft EIA Report of Dhamar city 57 Auauet 2009 Figure 4.9 Geological map of Dhamar Table 4.9 Geological tonnatlon and ages In Dhamar region Period symbol Letter litho logy description CENOZOIC QUATERNARY Q6 Loess and ancint dJneas I : areae d wild-plown sols WId ' sands. I QVP QVT Stave l$1Iimtlrait ashftow deposit ! I CENOZOIC TERTIARY TVP Basalt TVl Trachyte "'- TVA _. Rhyolite and dacite z?· ," Draft EIA Report of Dhamar City 58 August 2009 CHAPTER 5: GUIDELINES FOR CONDUCTING ENVIRONMENTAL IMPACT ASSESSMENT IN YEMEN 5.1. Introduction The selecUon of criteria for the evaluation of the anvlronment and socio-economlc of the progeam an intenslw review for all potential emltronmental Impacts of the i project neees Regardless, if It has direct or Indirect affects with regards to the general nmental categories (World Bank classification category A. B, C, Fl). The selection criteria and characterization win consider the favorable or unfavorable impacts of the project from design, construction and operational; resettlement and land acquisition; assessment of the project significance such as likelihoOd, intensity. risk and .sa environmental impacts; and identification the potential signiftcant impacts witt'! emphasis on speciaf characteristics of the Yemeni environment, The guidelines for conducting environmental impacts assessments and the the semening to define the project category have been discussed in this chapter. This guideline was developed under phase I of this study, named the Sectoral Environmental Assessment guidelines for the water and sanitation sector. It was Of essential to elaborale on the findings of our SEA study and how that will be reftected 01 our analytical procedures at this stage, 5.2. Objectives Scoping and screening wll consist of identifying, for each potential project, the major issues, the appropriate environmental category, and establishing a plan for appropriate environmental assessment (EA) studies. It will also serve to heighten awareness of these issues among stakeholders and Institutes, which are engaged In the plarming process. Scoplng will rely on baseline data drawn from refated reports, lnteMews, photographs and maps, supplemented by on-site Inspection and initial stakeholder consultations. The main objective of these guidelines Is to set procedural framework for thtr Environmentalists in Yemen to perform scteening, and sooping before deeiding on the level of Environmental Impact Assessment of any Water and Sanitation Project. These guidelines will be adopted for conducting the specific EIA studies of the 14 urban centers that were mentioned in chapter one of this report. The terms of reference Of this study requested the Consultant to develop the EIA guidelines In phase I and consider it during the preparation of the EIA in phase II. The process of EIA study started with dec::kllng on the category of the project based on the anttclpated negative Impacts. The figure on the next page shows the recommended steps toward dec::kling the level of EIA that need to be done, and usually called screening process. Categories of -A". -B", "C· and "FI- are related to the Worid Bank categorization that gave an indication of the sensitivity of the project from the environmental aspects. The highest environmentally sensitive is "A" and the lowest is "FI", All the details of these categories are attached in annex 2 of this Report. After deciding on the Category, which Is an indication of the level of detals for Iha environmental Impact assessment study; the second step will be to check thE" Draft EIA Report of Dhamar city 59 Auaust. 2009 requirements of each category and the necessary safeguards that need to be considered for each project. The last step will be to WlJC!'lf't out the study based on the conduslons in previous stages. ... Figure .5.1 Schematic diagrams shows the steps for deciding on EIA level Safegwm:l · polkin DeddeOil Del'llle die Euvimamenaal Implemeatation Cate.." C'IIecldist ~ level of A.B.c,n RIAstud)' !kreeoin& C'IIecIdbt (Stage I) (Stage 2) (Sfllge 3) (Sfllgc4) In the following sections. more elaboration will be presented regarding the proposed methodologiCal approach that may be adopted for screening process before conduding the environmental assessment (EA) studies for Water and Sanitation Projeas In the Republic of Yemen. 5.3. Environmental Category Checklist Environmental category checklist is prepared to support the environmental categorization process and focuses on the antidpated environmental potential impacts of the Water and Sanitation projects in refatlon to the following aspects: · Land Resources; · Hydrology, Hydrogeology and Water Resources Management; · Air Quality and Noise Nuisance; · Biological Resources (Flora and Fauna); · Socio-Economic and Cultural Resources category Checklist was developed to assists the deciSion maker to pin point on the category level of the project as shown in the next table. The definition of these categories is shown In after it. ,,-.~_ ~M.:h~ I.- ." '" Draft EIA Report of Dhamar Cit'! 60 Auoust 2009 Table 5.1 category Checldlst - .........., - Klnddl~ ~1dMty 'MVI:~ -l8nd~ -R~ ;;:; .~ B -Ai'&ncise - BloIoglcall'eSOlJl'CeS W"~ - Land fl!ll!lOll'Ce5 B - Re88UIemert -AI"&noa - BioiogiceI f8S(U'C8$ -~- ~ ~---~ W*~ert- -l8ndr~ .. ~fr"--- - Reee1Hemenl: I-Ai'&noa · ~icaI rosotlrCe$ W'iDr em · Soclo-t'ICCIlOI'fIic C Awareness and Cspdy Hygienic -~ Fl BI.ildinG e . . '. .' :.of_ -~! ..'" .. ..~2..~, The scoping and screening process will be carried out during which time the '.<; applicability of the Cultural Resources PolIcy Framework il determined. This determination is based on visual assessment of the proposed site and any possible adverse impact on physical cultural resources. If such impacts are identified &coping .' , and scteening wiN Include an InlHal assessment to det~· ·~ese impacts can be avoided or minimized through the design measurel. .< ,.: The initial assessment during scoping and screening will Include consultations with the community, local government and authorities. 80 as to obtain as best an understanding as possible at this stage on the scope of the potential impact. as well as the various design options for avoidance or mitigation. Aware of the exceptional importance of Yemen cultural heritage. the Govemment of ,Yemen enhanced the Law on Antiquities (21/1994) and in 1997 established the ;General Organization for Antiquities, Manuscripts and Museums (GOAMM -Decree No. 128/97) and the General Organization for the Protection of Historic Cities (GOPHC- Decree No. 129197) as the Institutional bodies which are responsible for protection and research on cuHural heritage in Yemen. Both Organizations are under the Supervision of the Ministry of Culture (formerty Ministry of Culure and Tourism) and have juridical status and independent financial responsibilitytt't'. - , The Law on Antiquities, integrated with the Law No.811997 (together referred to heretn .as the Lawj constitutes the organic text for the archaeological sectors management In , ~~the whole country. It defines as ·antlquly" any material left by Yemeni civilization or left ~by previOUS Yemeni generations in the form of manufactured products, erected ··. ~stl\ldures, inscriptions, or writings older than two hundred years. This includes , "jdocuments. manuscripts and remains of humans, animals. and plants. The definltlQn ~"")~'1also covers remains of cities, buldings, caves, and schools found on land or within , - ; national waters. All antiquities are owned by the Stale, .,:$ The Law's provisions prohibit the undertaking Of agricultural. industrial. or . ':r.:Jtelecommunications projects in antiquities areas without prior approval. It also prohibits 'i/o ""~the use of these areas to Install wastewater facilities, irrigation facilities, build ~: ~ cemeteries, or even remove trees that will change the general appearances of the area. The law stipulates penalties for violations, which inter-alias cover the transfer of antiquities area to other uses, preparations for agriculture damaging ruins and removal of soil from a site without prior approval, the revision for executive regulations is not indicated in the law. Draft E1A Report of Dhamar City 67 Auoost. 2009 Article 8 of the Law establishes the possibility and the crlteria of expropriating land In which archaeological remains are found: In the case of clscovery of immovable atr::haeologfcal objects on land of demonstrated ptIvate ownership and whose conservation on the same site as .. valuable archaeOlogical object is required for the sake of public Interest, the ~ has Ihe light of diteCt exproptllllllon, annexil1g the ptOpf!IIty In exchange for }tIfIt comptIJmIIIIion, on the basis of the expropr/flJlJOtt Law for pubIc intenJ.8t The value of the trI1'ChaeoIogicel objects which Bte found lttete is /X?t, taken Into oonskJerafion in lillllribuling the value of the expropriated land", ~ Article 13 of the Law introduces the concept of a 500 meters observance distance-: ·tt is forbidden to Install heavy and t:Iitng8I'OU8 induatries, m/Iitaty industries, cement fact.orIeB or qUflfl"iel!l at a ~ 01 ,... than half IfIIometer from any tlfdlaeoIogIcsI site. Exce¢on is made for thosre sItutitIoM in which the Organization petnIta It with obligatory respect of its concllions, ffIlCI it is /ikewis(t fOI'bk:Iden to dg under roads, carry out in-l. To obtain Input from knowledgeable and affected individuals, NWSA. PMU and the local corporations in collaboration with the consulting team attended the scoping sesSion In Dhamar on March 1. 2008 which that covered by the project according to an 'agreed upon schedule with the crlent. Due to the geographic locations of Dhamar, AI 'Baidah and Meabar. one scoping session was held for the three centers for more fruitful discussions and examining similar challenges. The Engineering Consultants CECI was invited ofttcially by the CDent to attend the scoping sessions at the different urban centers (Group I) In order to assist In presenting the components of the proposed water and sanitation projects to the audience. The lCOping sesalon 1n Dhemar wD Ufliqlle -inti a good opportunity to meat with stakeholders and consultants to express their concerns and raised questions about th~ future projects. , . ". , The scoping J fia~' ~repte ta'l ng mier Consulting which attended and ~sesaions consists of the Project Manager. two senior environmentalsts, water and run the ~sanitation engineers, socio-econonist in some cases and the supporting staff for ilogistical purposes. ,A list of participants was Identified by MoWE, who issued Invitation to aD stakeholderJ. lPrior to scoping session, the Consultant met with MoWE officials. reviewed the projet:l components, and Identified potential issues. The Consultant then prepared scopklg ~session pack8t for each town covered by the project and has distributed to all '1attendees of the sessions. The questionnaire that was prepared for reporting the " :reactions and concems of the attendants at the 8COping sessions is attached in Annttx ..., of this report. ,. 'The list of participants and the program at the ~afit.tached in An,. ,13 of this report. The following figures show cited photos of the seoping session. Figure U Ohm-rmr - Maaoor - AI Baldah scoplng session - Atteooants at the mooting *" The scoplng IIIsion was destgr£ m,at Ii nlUCh information ..d issues "ossible ,from the partldpants. The Consultant adopted high tech In presenting the Information ,;and stemming the results during the sessions. Power point pntseniations were ~prepared for each center with all the details in Arabic and English. A consensus 1buildlng was accomplished before starting the distribution of the questionnaire. WIth .' . 'that In mind, the consulting team divided the session into three major phases: · In the first phase and after the official opening ceremony, the Consuftant presented the fundamental background, objectiveS and scope of the project. The maln environmental features of the project area were presented by various consulting team members.. Data collected were also presented. This was designed to allow for an overall understanding of the process and the system component of the project. In addition, a special presentation by the " ~;:>'?,'.......""" , :,. '" .... red· .... " .l,. .' ",., /.,-r, -- . I ~..A.re~ ..................t=+' '- ... ~"··"~ :~Draft E1A Report of Dhamar City 71 .; .<:,' t :~. JAUIlust. 2009 I . _0., ....... 01- ·· 1.;.." · - . - . _ _ _..... '~.J ,. consultant was devoted to environmental Issues during which the scope and objectives of the EIA process were presented. The main issues and the proposed outline of the study were identified. Furthennore. the way In which the scoping session will be carried out was explained, .<, 9"'" ,~ ·.1.1; ,"':~ .. '. · In the second phase, the stakehOlders were given the opportunity to elaborate, highlight, and discuss with the consulting team various issues that could reftect their Interests and worries. The Issues raised during these discussions were focused around three main pivotal groups of issue&: o Environmental and Public Health Issues o SocIo- Economic issues o Biodiversity and Heritage and CuHurallssues . ...... , -- - !'~ · In the third phase, specially designed questionnaires ware distributed to the participants and were asked to fill it. To lead and stimulate the discussions and document the output, a facilitator and reporter were aSSigned, The partiCipants were asked to identify any anticipated additional impacts during different phases Q.e. planning. construction, operation and decommissioning) of the project which were not covered during the consutlant presentation. This has resulted In enhancement of information and data collected eartfer. . '~,' ..... ·... ' .' .....L ,#~ _ . ab= · " r.)!.S. _ '; · 0 - ..... 6.2. Main Outcome of the Scoplng sasslons The main outcomes and results of the seoping session can be divided, according to the . prepared que!tiOfl~~~i~ihe following categories: , " 1. Public health and environment ~ · Risk from wastewater reuse · Workers' health · Surface and groundwater · Noise · Oust 2. Socio economic Issues · Employment · Land prices 3. Biodiversity and cultural issues · Flora and fauna · The Agrtcultufal projects established in the area. · Sites of cultural and historical value r:" :, ,.> :"J"he Consultant considered the &COping sessions as a success events that achieved " " ': '1he objectives that were set at "T"oIJIM , ,. the beginning. Degree of inwlvement an understanding .. :,:~ ~')o , ' ',' ~~' " " " ..:~~u~";.;D:::raft:;;-;:E:;--:IA;;-:R;:;-eport~::-:-:of;-;:D::-;ha-m-:--ar-:;c;:;;;ily------------------72- " .,... ", ....,..,UQuet. 2009 . :', -~ t:: ' , ' .ii*4_~.? ' ranges from one center to another depending on the level of Involvement in the project and the essentiality of the proposed project&.fg[JDJ... . ~l~, The outcomes of the scoping sess,;:-r"::r8"'iu~m1rizia 1n the form of recommendations. as foIlows:- r 6.2.1. Public health and environment The practices of reuse of treated wastewater need to be controHed under the responsibility of Ministry of Agriculture and Ministry of water and the local corporation In Ohamar. Tb~ sludge should be collected and property mitigated. Main mnciffl's·· about the agricultural pattern and the type of crops which can be irrigated by the reclaimed water need to be addressed In the EIA Report. .... "~~'. Specific mitigation measures for reducing the noise, dust and other air pollutant as a resuH of the projects implementation. Awareness program for fanners should be canied out before operating the wastewater treatment plants. A fully equipped laboratory with all necessary Instruments for water and treated wastewater characterization should be provided at the axlsting treatment plant, The setected site for wastewater treatment plant and pumping stations should be environmantaly and socially evaluated with emphasis on the land acquisition, negative impacts. water rause and their effect on the groundwater aquifers. Certain attention should be given to the north eastern side of the C i t y . ' - .. ',', ~1~ ': : .......... ~. VA\. Flood protection measuras should be taken _. the area of expanding the existing wastewater treatment plant. This area is. impacted 'by water streams after the rainy periods. . . ~~ '" .. 'f~'~ , Safety measures should be part of the contract of the contractors who will start the construction. Based on past experiences, contractors don't respect the safety rules and . ,. measures for their labors and for the surrounding communities. :-;" ~.' . ~ ... ~*'~~;' .. Ensure that the land and properties acquisition are discussed and covered Wtth the Client during the preparatiOn of the EIA report for the water supply and senltation projects. This is valid for the water supply system. sanitation and wastewater plant. treatmen, Specific ..atlfli'Hlhdations for the management of the existing infraslruduf8s and ~jservlces (electriciy and communication lines; roads etc) during and after constructions \-', . ·1need to be addressed. Thera should be proper coordin~n with the service delivery agencies befOf8 and during the construction. D..t. ,$.::: 1 ' .. ,~Shorten the duration of water cut during the construction of the new water supply l~system and the same for the sanitation collection system. Provide proper altematives , Jor discharging the wastewater of the currently served citizens. . ~ . . :.~ :"~ ~~Invotve the local labor of Dhamar Governorate In the construction activities of th~ project. Draft EIA Report of Dhamar City 73 Auoust. 2009 Proper road management should be planned before the starting of the construction. It is known that Dhamar city has narrow streets and the construction of the water and sanitation systems will Interfere with the traffic now and may cause congestions. This item should be thoroughly studied between the Client and the traffic department and start a community campaigns regarding the possible detours and Interference of the current traffic inside the City. ' J' . , ; ~ The type of soli in Ohamar is rocky, which means that the contractor will use heavy machines and jack hammers intensively. The raise in noise levels should be monitored and controlled during the implementation of the project. '. The debris and construction wastes should be transported and dumped in remote areas which will be allocated by the local govemment in coordination with the Client and the contractor. ",. . 1 - -", -, ··.rl.,,~ Consider the Mure development urbanization as a result of the expanding of the water supply and sanitation facilities in the project area. It is expected that the Immigration from the peri-urban areas towards the city will inaease. Special terms and conditions shoufd be developed for the contractor to ",move the waste and ",cover al the road construction work. 8.2.3. BIodiversity and cultural issues li--.... ~~: The attendants didn't expect that there will be any Impacts on the existJng flora and ·fauna at the city, mainly because the project is within the urbanized areas which lack the natural flora and fauna. This Item Is considered negligible for the case of Ohamar City. ~:-:' . ..., -~:., ,.......... i: . ,,~, Attention should be giwn to the historical sites and old mosques at the city. In ca~ that any signs of archaeological sites were appeantd during the construction, it stlol$:t be reported and managed in cooperation with the local government. ' Auaust 2009 CHAPTER 7: ANTICIPATED ENVIRONMENTAL IMPACTS FOR THE WATER AND SANITAl10N PROJECTS 7.1. General Potential environmental impacts of the project including direct/Jndfrect impacts were identified and quantified for the proposed project. The environmental impact assessments trigged the fawrable and unfavorable impacts of the program from design, construction to the operational phases, as well as resettlements and land acquisition. Also, the assessment of the project significance such as likelihood, intensity risk, and environmentat sensitivity, which was identified with emphasis on special features of the Yemeni environment. Once implemented and put into operation the project will have several positive Impacts on Dhamar inhabitants. Some of the positive Impacts are; 1. Improving the water supply ability to Dhamar residents and meet the increasing demand on drinking watel 2. Supplying good quality drinking water quality and improving the inhabitants' sanitation level ;1 3. Increasing the wastewater coIection rate which will protect the city water resources and protecting the tegional Environment 4. Through the construction of infrastructure, investment environment is improved, channels of financial Investment are opened up, and employment opportunity is increased. ·- ---WIiiWS aJ% tE"C N·~;~~ "·0 '-'-'''''';''' .:¥4~ ',.' -......- . 7.2. Enytron~llmpacts during preparation and construction phsSf. Construction of the proposed adMties will take place In stages over the period of short, medium and long term plans horizon. In addition, the impacts associated with the .' construction activities will be Iocafized and limIed to the areas along the water and sewer pipes rout, the road Intersections and the wastewater treatment plant site which will be subjected for expansion. The Impact of the proposed project'. components can be classHied as negative or - positive Impacts, direct or indirect Impacts and then the impacts due to the ~r supply project in comparison with the sanitation and wastewater treatment components. It is obvious that there are shared impads of both the water and sanitation projects, but stiR the sanitation and wastewater treatment will generate more negative impacts dur1ng construction and operation. These impacts will Influence specifically the proposed project area and widely tne surrounded areas. Specific non-technical impacts are also relevant and induded as a macro impacts. The anticipated impacts from the construction and operational phasQs were identified and described in the foUowIng sections: 7.2.1. Envlronmental Impacts during Preparation and Construction Phases for the water resources development and water supply system These are impacts which have been identified through the assessment process as those which will have a signiftcantly negative influence on the receiving biological. physical and socio-economic environment and cultural recourses. These impacts an" ... ,Draft EIA Report of Dhamar City 75 AUQust.2009 listed below as from the highly significant negative impacts down to the moderate. The highly significant Is labeled as (HS), the moderate signif'ieant is (MS) and the low significant Is {LS}. · Changes in the water regime and posslble water cuts at certain districts c4 the city (HS); ":i ;,;." ..~~'" ~'!' · Traffic intert"ereriCe ~dcb is comidered .. thfa main n~ impad on:llle city due to the narrow streets and the lack of service roads (HS); · NoIse levels wtll be scaled up due to the UM of heavy machines specially the Jade; hammers for the rocky areas excavations (MS); · Possible Intederence with the existing facitilles such as electticity and communications (MS); · Diminished air quality - exhaust fumes wJll scaled up due to the existence of the trucks, heavy machlrtes and the increase tramc at the construction areas (MS); · Sodal impHcatIons - mainly the health aspects due to the possible accidents and Injuries c4 the local community and the labours at the project site (MS); · Problem of construction wastes and the improper management of the contractors to collect and transport the ~ o~..tho. city towards the dumping sites (MS). · Construction camp sites and its impacts on the surrounding communities (LS); · Borrow pit areas and the chances of leaving these pits without recovering (LS); ,~..rur: .. ~ ':-;: · Aesthetic impacts due to the construction adMties and changes of the nature of the city landscape {LS}. · Historical and cultural sites that may be impacted due to the construction activities (LS). 7,2.2. Environmental Impacts during Pmpardon and Conatruction Phases for the ·· nitation .,..m ~n$l. ~ ,xpa4!sJq II .tMQt!Slng wastewater treatment plant ; "".:~~:~ These are impacts which have been identified through Ihe assessment process ~8 ~; those which will have a signtficantty negative infkJence on the rec:eI\4ng~. .",. physical and socio-economic environment and cultural recourses. These impacts are ,. listed below as from the highly significant negative impacts down to the moderate. The ~: highly ~lficant is !@~ as.~. ~· ·nm~nt iIJ _ significant IS (LS). +~. .." ~ , .M · .,., --?y. '., ~, These impacts are: . flii.Il.' .... ' . , · Land acquJsifion' ("; · . : .';~~;.-~" :4 , . .·iK'tiit.ia~ ~ i '.. ',I J , Figure 7.1 Example on areas that are mcpected to witness traffic congestions In Ohamar durlog the construc1:lon phase }lo Misuse of the unlnNded wa8lewatar during construction It Is witnessed at present that the farmers are not eontroHed by the responsible ageodes for the reuse of treated wastewater for the restricted irrigation. This problem 'wiN be scaled up during the expansion of the WVVTP and the untreated quantities of ~emuents towarcls the farming activities. This will cause more health probfems and lpossible contamination on the products Ihat win be cultivated such as the vegetables. AI. the reuse activities should be STOPED durfngr!!l~~n§ipn of thS'trutment PIII:d. -:- Draft EIA Report of Dhamar City Auaust. 2009 '-''','' '.; . 76 to avoid any mliUie Oftfie emuents for the Irrigation purposes. Controlling the fanning activities downstream the plant is a must and should be taken at the higher level of the local govemment. > Noise Impact Noise will typically be an impact associated with the project as long as It is in construction. H Is not envisaged that the dally operational activities will Increase to such an extent that the noise levels wi. present a problem. Noise In significantly sensitive social areas can be mitigated by benns and barriers where and If requifed. The operation noise could bring about Increased noise levels, which could disturb local residences, hospitals, schools or wildlife. Given anticipated operational level, this Impact Is conSidered to be relatively low, excem where sites Impact on hospitals. schools or identified sensitive habltata. The Contractor shall adopt the best practicable means of minimizing noise during construction. For any particular job, the quietest available plant/and or machinery shall be used. Equipment such as jack hammers, compressors, percussion tools and vehicles shall be fitted with attenuation facilities. Pneumatic drills and other noisy equipment shaH not be used during days of rest or after normal working hours without the consent of the Beneftciary Committee. }10 Ambient Air Quality Construction of water and wastewater facilities could release various types of gaset which could bother the community IMng in the adjacent areas. Therefore, some people will leave these areas to stay far away from the created gases. The Contractor shall take all necearary measures to "mit pollution from dust and any wind blown materials during the works and such measures are: Utilize water spraying during openllion on sections within 500 m of settlements or crops. Trucks leaving the site are properly cove"", to prevent discharge of dust, rocks, sand, etc. Crushers and other equipment conform to relevant dust emission control. Stored materials and heaps should preferably be located away from communities and farmlandS; or materials should be covered and fugitive dust should be effectively controlled during delivery. > NuIsance Dust The major effects on air quality during construction would be an increase in suspended particles from excavation as well as movement of heavy machinery and trucks over unpaved roads and the resultant dust caused when all traffic Is diverted to I.I1paved detours. Many of these operations will take place near the populated settlements. During construction, fugitive dust emisSions would occur from construction vehIcles and equipment creating dust. Wind erosion may occur during the construction phase In areas where the soil Is disturbed along the road widening. The dust depoallon dlstanqe Is estimated to be from 30-100 m of the activity with a wind velocity of 15 kmph (4m11l). The average wind speed in Dhamar Is less than 4 mis, which implies that in most of t~e cases the dust impact, wlH not be extended beyond the construction area (maximum 30 m from the excavated trench). The deta~ed project design should ensure, that the cut and fill operations wlH be minimal to extent possible. However, these operations will include earthwork which will cause disturbance to the eXisting soil in case of cut operations and hauUng of borrow materials from borrow pits and crusher plants. Draft EIA Report of Dhamar City 79 AIQ~.2Q09 )0 Debrta and Sludge Dispoeal During the construction activities there will be debris, construction waste and sludge production and other wastes from the labors and the works itself. This requires facilities for disposal otherwise may pose health risk to the community and pollution of environment. The destination of trarttpOrtlng the wastes should be agreed upon with the local govemment and the municipality of the City. )0 Possible Interference with the existing facilitie~ such .. electricity and Due t~:!':~:-r!uO: cert!4~~nUp~ns activities it Is expected that will happen in terms of interruption of the current eervices to the communities such as the electricity and communications. The districts which wiD be under construction will face posaible Changes in the daily services due to the excavation, 1I10ng, crossing roads activities. These impacts are vaid only during the construction period. )0 Pollution from wastewater. compounds and machinery d.....spills from the contractor sites The source of these pollutants Is uncontrofled as a result of disposing liquid or solid construction waste. Examples of theBe wastes are uncontrolled disposal of construction wastewater, spillage of diesel. oil and grease. Excessive pollutants discharge hal adverse impacts on surface water and SOils. Therefore, tbe contactor has to consider certain measures to minimize such pollutants from reaching the water body and soil Locating a high-risk zone with a concrete pavement will help In reducing the 1rJ1)8Ct of diesel, oil and grease spills. )0 Cross drainage and scour eft'ecta close to the existing WWTP The constructions fill should be adequately compaded, and in faling to do so large number of scour points can be cntated around the sites facility especially the WNTP, which will eventually erode the various sites. The area around the plant Is a domain for possible floods during rainy seasons which require flood protection measures durinr the construdlon period. )- Safety Risk During the construction phase, there may be an increased risk of accidents involvln" local population, especially children. These may result from one or combination of the following: · unauthorized access to a construction site · conftlct with construction equipment and vehicle · poor site safety · Inadequate management oftbe Site By their nature construction activities generate elevafiQ liMis-Qf iiCCkfif6 risks. However, three factors suggest that the Impads from the proposed projects activities in some cases are ciearty dangerous and equaly Importantly importari that off site aaMUes, such as construction traffic, are poorly controlled. Extensive linear construction sites along urban streets, especially when the roads are narrow (which is the case in Dhamar) will expose large part of population, especially children who use streets as a play area to risk. Draft EIA Report of Dhamar City 80 AUQust. 2009 Therefore. there will be an unavoidable increase In truck tratTic during construction of the roads infrastructures. There is thus a potential safety Issue associated wi.th increase In traffic In the vicinity of residential areas and schools. There are also riskS aSSOCiated with infrastructure construction like Injunes, failing etc. among the population and workers. )- orr Site Work. As a result of the project construction activities, five types of offsite activities an expected to be developed off site to support the project: 1. Project omces and camps Project otftces may be located anywhere wtthin Dhamar, i~1 tiny UI Ole elelStlflY blildlngs. Labor camps win be established so as to accommodate the labor force. This camp will produce a wastewater, solid waste that should be collected and managed property. 2. Materials stockpUes The construction activities wit require malerfafs such as pipes, valves and backflJl materials. The88 materials should be stockpiled In a special sHe aSSigned by the client. Although, there should not be any hazardous materials, there will be some impacts like dust and noise from the stock pile site. 3. Pre-Cast. Yard Manholes of different sizes wil be p/'8catt on I ~I precast yard. A yard will therefore be required to store cement. chemicals (Oil) for mould, which is expected to generate 01 spills. At the yard, materials will be stockpiled, sud1 al cement, gravel and sand, which are expected to produce a dust. The site will require access to adequate water supply and suitable road access 4. Equipment maintenance and cleaning workshop The contractor will establish a workshop for 1he equipment maintenance and cleaning. Such a WOfUhop win produce a threat to the environment. as a result of chemicals that will be produced at the workshop. on and chemical spHIs ~y lead to contamination of soil and groundwater. 5. Borrow materials and aggregates Aggregate and backfill materials will be needed for the construction activities. During construction. worXers are expected to come from the project areas and other places. In this case there I. a posaIbIIty of additional health risk related to mlgrwtt worX8I'S. project activtties may afso lead to creation of stagnant water in borrow Pits and quanies associated with the consbudion aclMties like hmnels and drainaqe systems. The resultant stagnant water bodies will favor breeding of mosquitoes, &rIalls, and other disease 'II'8Clors. During construction, a lot of solid wastes will be produced at the campsites as well as at the construction sites. The type of waate to be produced indudes scrapers, domestic waste, boxes, building materials etc. Draft EtA Report of Ohamar City 81 AUQust, 2009 The construction wor1(ers will require proper IUJl"\Il'cffs for sanitation. The wastes to be produced necessitate providing gOOd and hygienic sanitation fadlities otherwise the waste produced. if not handled carefully would affect the aesthetic conditions of the area. Depending on the mode of management, construction camps may experience poor sanitation and poor waste disposal problem~;'· < ,,~ · ' }r Aesthetic Impact .· ! ... .w.i. ...... ~ The construction of related infrastructure might be perceived as a degradation of the 'landscape. Other construction activities may also lead to landscape dlsfiguralion. , Upcoming construction structures excavations, presence of soil mounds, machinery and ether materials on the construction site will be visually intrusive. J The presence of borrow pits, quarries and other structures in the project area are vtsually Intrusive. The slgnlftcance of the visual Intrusion wll, however, depend on . several characteristics including the size, shape and color of the installations and their location on the site. ] :a )0 HiStorical and Cullurallmpacts There are several sites of cultural 81d heritage value In [)hamar govemorate. However, in [)hamar city there are two main sites of hiStorical value. The grand mosque and the Shamsi School in AJJarajeesh Area. The two aites may be affected during the excavation and construction works by the heavy equipment. Therefore, the contractor 'should avoid using eqUipment that will generate vibration which will threaten the stability of such sites. Since Dhemer witnessed several civlizations durtng the history. during the construction actlvHies and opening the trenches, hllloncal and cuftural sites and monument. may be discovered underground. Construction activity can destroy those monuments if no measure Is undertaken by the contractor to protect those sites by inviting the hlatorical and monumental specialists to propose a management plen. For the e)dsting sites there should be avoidance measures to cause any vibrations or dust increase in oro.r not to cause any n8Qativ,e_i~acts. r .· '. a' . ). Flora and Fauna ·· During the site survey conducted by the project team, and based on the scoping session outoomes, there are no sensitive areas identified within the project area In Dhamar. However, since the Yemeni Environment Protection Law prohibits any actiVlY which affects the qumltity and quality of the vegetation cover, the designer should to try to avoid any area that ;s covered with vegetatJon to be included within the construc:tIQn process of any pipeline. In case of the e)datence of any vegetative cover that cannot be . avoided, within the worldng area. thil atea should be orrset by a new area that wilt be planted with the same If not better vegetation types available In the disturbed ares. There are no national parks and wild life reserves along the project rout·. The wildlife population and nattve habitat have been significanUy impacted by subsistence u~n ,practices and this has resufted In low wildlife diversity in Dhamar City, especially alol1g ·the project roads. Therefore, impact on wildlife will be negligible as there is in any ca.- 'very limited wildlife within the impact zones. There are no protected wildlife c~m~fVation ant~' i~~withln the project.lt!!' .. " 4 ' "iWOUQI , . ,...- _. . 7.3. Environmental Impacts durtng Operation '-~ Negative impact can be considered as those Induced by the activity, either directly or indiredly. that caused negafjve impacts to the local communities and receiving environment during the operational phase. Utually such impacts are very minimized and scaled due to the type of service project like water supply and sanitation services. In the following sedlon there wi. be etaboration on the anticipated impads due to the water and sanitation projects. 7.3.1. Negative impacts during operation phase due to the water development and supply project The expected negative impacts due to the water project during the operation phase are very limited and all considered as low significant Impacts: · More pressure on the strategic groundwater reserve due to the additional water development quantities. · More Immigration from the peri urban areas towards the city due to the high level of services. · More burden on the responsibilities of the local ~re!l';ati.on... of water ~~ sanitation in terms of operation and maintenance. :-. -":':',,' '~~W! .;~o,. · More financial burdens on the new subscribers for the water service. 7.3.2. Negative Impacts during operation phase due to the sanitation and wastewater treatment projects The expected negative impacts due to the sanitation and wastewater treatment facilities are considered high, medium to low significant and can be listed as follows The high is marked (HS), the medium significant is marked as (MS) and the low aft (lS). · Misuse of the treated wastewater for restricted irrigation and the increase elf the sludge quantttfes (HS); · Generation of odors, birds and flies due to the expansion of the WWTP (MS): · Lowering the property value in the areas around the WNTP (lS); · More immigration from the peJ'i...urban al'88s towards the city due to the high level of services (lS) · More burden on the responsibilities of the local corporation of water and sanitation In terms of operation and maintenance (lS). · Aesthetic impacts due to the expansion of the WWTP and its negative impact on the residents (lS). · More financial burdens on the new subscribers for the sanHation services. 7.3.3. Description of the anticipated negative Impacta during the operation and maintenance phase Both the anticipated impacts of the water and sanitation during the operation phase can be elaborated as follows. The color index will be used for the titles to reftect the highly significance by red color, moderate by green and low significant by blue: Draft EIA Report of Dhamar City 83 AUQust. 2009 )0- Misuse of the treated wastewater and Increase of sludge quantities durtng operation It is witnessed at present that the fanners are not controHed by the responsible agencies for the reuse of treated wastewater for the restricted irrigation. This problem wm be scaled up during the expansion of the WWT? and the untreated quantities of effluents towards the farming activities. This will cause more health problems and possfble contamination on the products that will be cultivated such as the vegetables. It is. the responsibility of the Client in cooperation with the Ministry of Agriculture and the local government to control the reuse of the treated wasteWater for the restricted irrigatiOn and take the necessary measures to implement the regulations. The other side of the problem is the expected remalUbie increase in the quantities of sludge that will be genenrted from the plant after expansion. Wrth the absence of sludge disposal and treatment plan, this Wl1' be a big chaUenge for the operator and may cause negative impacts on the environment and the residents dose to the plant. , GeneratiOn of odor and flies from the WWTP It is expected that the new and expanded WNTP will generate more odors and flies during the operation. This will be worse in case of improper operation and maintenance of the plant. Since the dominant wind direction is eastern and as the WWTP is located in the north east side of the city of Ohemar (see Figure below), some parts of the northern side of the city will be suffering from WNTP odor. Necessary measures should be taken to minimize this impact on the surrounding residents and downstream farmers and the labors at the plant. Figure 7.2 Location Of the existing and proposed wastewater treatment plant With respect to Dhamar City » Aesthetic Impact The construction of related infrastructure might be perceived as a degradatiOn of the landscape. Other construction activities may also lead to landscape disfiguration. Oraft EJA Report of Dhamar City 84 Auoust. 2009 Upcoming construction structures excavations, presence of soil mounds, machinery and other materials on the construction site wilt be visually intrusive. The presence of borrow pits, quarries and other stfl.lCtt.lreS In the project BAta aAt visually intrusive. The significance of the visual Intrusion will, however, depend on several characteristics including the size, shape and color of the installations and their location on the site, )0 Lowering the value of the areas around the WWTP It is expected that due to the expansion of the WVVTP at the same location of the existing plant, there will be more drop on the values of the lands and properties of the residents close to the plant. This will cause negative social impacts on the residents. )it More Immigration from the peri-urban areas towards the city due to the high level of services Due to the improvement of the facilities in the water and sanitation sectors at the city. it is expected that there will be more Immigration from the peri-urban areas towards the city. This will cause more pressure on delivering the services of water, sanitation and other basic nesds such as eIectridty and communication. Unless the peri-utban areas were considered In the future with development projects, there will be no doubt of continuous immigration from the peri urban and rural areas towards the urbanized areas. joo More burden on tha responsibilities of tha local corporation of water and sanitation In terms of operation and maintenance With the additional facilities at the city in terms of water and sanitation and treatment facilities, there wIN be more pressure on the local corporation to operate and maintain the facilities in the proper way. This will require additional human resources and equipments to conduct the necessary responsibHitles. , More burden on the new subscribers in terms of service bUIs The new subsaibers for the watar and sanitation wilt be facing incremental payments due to the new selVices of water and sanitation. The scaJe of this problem wilJ depend on the ability to pay and the willingness to pay. The citizens will recognize that the generated benefits of using the new serviceS will suffice any coats that Will pay during the operatiOn of the services. 7.4. Anticipated Positive Impacts for the water and sanitation projects during the construction and operation phase The construction of the water and sanitation projects will generate numerous environmental and socio-economlc benefits which are expected to occur following the construction and implementation of the project. The generated benefits during the operation phase are more than the benefits during the construction phase. Draft EIA Report of Dhamar City 85 Auaust. 2009 7.4.1. Benefits due to the construction of the water development and supply projects Such benefits are: · Creation of more jobs for the local communities during the construction and operation phase. · Social welfare and economic improvement · Upgrading and rehabilitation of current water and wastewater infrastructure · Improve standard of living of the residents due to the new services. · Improve health of the residents due to providing potable and reduce water- borne diseases; · Creation more business for the shops, restaurants and hotels owners during the construction phase. 7.4.2. Anticipated Positive Environmental Impacts of the sanitation and wastewater treatment projects during construction and operation phase Positive impact can be considered as those induced by the activity, either directly or indirectly, that provides benefits to the local communities and receiving environment during the constructIon and operation phase. These can be Identified as the following: · Employment creation through involving local labour forces in the activities during the construction and operation periods; · Providing more quantities Of treated wastewater for more restricted irrigation activities. · Reuse possibilities of treated wastewater and improving the vegetation coverage due to the incremental quantities of treated wastewater. · Social welfare and economic improvement · Upgrading and rehabHitatlon of current sanitation and wastewater treatment infrastructure; · Improve standard of living Of the residents due to the new services. · Improve health of the residents due to providing proper sanitation facilities and phasing out the septic tanks; · Creation more business for the shops, restaurants and hotels owners dur1ng the construction phase. These impacts are discussed In more details in the fOllOwing paragraphs: 7.4.3. Description of the anticipated positive Impacts of the water and sanhatlon projects In the following paragraphs there wlh be more elaboration on the anticipated benefits of constructing the water and sanitation projecls in the city. , SociaJ WeW... and Economlca' Jmprovement There is a tremendous positive impact in terms of socio-economic development since the project is aiming at improving the current infrastructure to low and medium-income areas where access this facility Is not avaBabie. As the implementation of the project will contribute to the employment of the local community, there will be lignificant Draft EtA Report of Dhamar City 86 Auoust.2OO9 improvement in the welfare of the households as most of the casual workers shall come from the area. Another positive impact is enhancing the water supply Infrastructure in the project area and provides good quality water which will impaa positively through the improvement of pubNc health conditions and In terms of minimizing the probabilities of Ulness accidents due to water borne diseases. That wi" save a lot of lives and reduce the number of patients and so the number of deaths in the project's region. ,. Upgrading and Rehabilitation of Cunent Infrastructure The project wilt upgrade the existing Infrastructure to an acceptalHe standard level through constructing a water supply network. water storage facUlties. sanitation facilities and wastewater treatment plant. This will maintain a good water quality with the necessary quantities for the residents along the day. It should be noted that the new water supply regime should be accompanied by public awareness campaigns for promoting the ways of rational uses of water. From the other side the new sanitation and treatment facilities will improve the standards of services at the City which will have remarkable positive impacts on the residents. ). Employment Creation The implementation of the project will create more permanent jobs for operating the facilities. It is expected that the Client wiD hire more technical staff to operate and manage the extensiOn of the water supply system. Also the project will assist in the dissemination and transfer of knowledge and modem technology from the Consultant and Contractor side to the Client side. )r SociallmpUcations - Health Due to the improper taped water supply for parts of the project districts, water borne diseases were reported In high levels In the City such as Typhoid and Diarrhea mainly for the infants (1-4) years old. The delivery of good water quality through dosed water system will remarkably scale down the number of cases and patients due to the bed water quality. That will improve the standard of life and suffice the worries of the famnies regarding the possible itlness due to their current water resources. Also, this witt improve the water quality after improving the wastewater facilities, The introduction of the _nttatlon system will phase out the use of septic tanks which are considered as a hot spots and sources of contamination of the residents. This will have positive impacts on the residents from the health aspects and financial aspects through saving the costs Of discharging their septic tanks. ). Treated wastewater reuse availability and improving the Flora of the project area It is expected that the additional treated wastewater to the farmers will enable them 10 reuse more quantities for their irrigation aCtivities which entail restricted farming and producing more productS. That will positively impact the green areas and improve the flora of the project areas. Draft EIA Report of Dhamar City 87 Auaust. 2009 CHAPTER 8~ PROPOSED MlTIGATJON MEASURES Environmental management is concerned with the implementation of the proposed mitigation and preventive measures that are necessary 10 minimize or offset adverse Impacts and to enhance beneficial impacts. In order to be effective. environmental management plan must be fully integrated within the overall project management efforts at all levels, which itself should be aimed at providing a high level of quality contro' , leading to a project which has been property designed and constructed and functions effectively throughout its Me. The key players in the imp4ementation of the mitigation measures are the COntractor to be appointed to undertake the construction works, the Client and the Engineer. The Environmental Control Officer (ECO) Will ensure and monitor the implementation of the Environmental Management Plan (EMP). The mitigation measures of this study will be presented in the form of impact matrix that shows the type of the anticipated negative impact, the level of significance and the duration and the proposed mitigation measures. 8.1. Impact Matrix The following evaluation matrices are used to show the possible impacts of the proposed project components on the environment and the proposed mitigation measures. The chapter will be divided into two main parts; the first is related to the water development and supply project and the second for the santlation and treatment projects. Under eath of these projects. the mitigations will be divided based on the phase of the project; either construction or operatIOn. These proposed mitigations are the core of the environmental management plan which is considered as a binding document for the Client and the contractor and part of the tender documents that need to be implemented during the construction and operation of the project. 8.2. Mitigations MeasulllS for the water development and supply projects 8.2.1. Mitigation during Construction Phase For retrieving the negative impacts which can be expected to arise as a result of construction phase activities associated with water supply infrastructure projects as mentioned in chapter seven, these can be presented below. · Changes in the water regime and po88lble water cuts at certain dis1ricls of the city (HS); · Traffic interference which is considered as the main negative impact on the city due to the narrow streets and the lack of service roads (HS); · Noise levels will be scaled up due to the use of heavy machines specially the jack hammers for the rocky areas excavations (MS); · Possible interference with the existing facUlties suth as electricity and communications (MS); · Diminished air quality - exhaust fumes will scaled up due to the eXistence of the trucks, heavy machines and the increase trafflc at the construction areas (MS); · Social implications - mainly the health aspects due to the possible accidents and injuries of the local community and the labours at the project site (MS); Draft EIA Report of Dhamar City 88 AUQust. 2009 · · Problem of construction wastes and the improper management of the contractors to collect and transport the debris outside the city towards the dumping sites (MS). · Construction camp sites and its impacts on the surrounding communities (LS): · Borrow pit areas and the chances of leaving these pits without recovering (LS); · Aesthetic impacts due to the construction activities and changes of the nature of the city landscape (LS). · Historical and cultural sites that may be impacted due to the construction activities (LS). Mitigation measures are presented in the assessment tables in the coming pages. Table 8.1 Mitigation Measures - Changes in water regime It Is anticipated that the existing water supply services and the wastewater collection in addition to the treatment facilities wiD be interrupted due to the construction of the new projects. This will result with water cuts for certain districts during the construction periods. All such challenges need to be studied during the preparation of the project in order to develop the required mitigation measures. Short term Highly probable Steps to avoid water pipeline damage should be take. This includes providing the contractor with water main as built drawing. and Implementing inspection pits before the commencement of excavation works. local corporation should start a plan of delivery for the citizens during the water cut durations. The plan should minimize the duration of water cut and provide water tankers and altematlves for the citizens. Water tankers should be subsidized by the LC to minimize the over prices of the water tankers owners. A public awareness campaigns should be started before starting the construction at each of the districts to aware the citizens of the possible water cuts and the expected periods of the cut Draft EIA Report of Dhamar City 89 AUQust. 2009 Table 8.2 Mitigation Measures - Traffic Interference It is expected that there will be trafllc intefferenees mainly at the minor roads due to the activities of excavation and laying the pipelines in the ditches. It is known that Dhamar city has narrow roads networks which make It more wlnerable for the possible interferences during the construction periods. That will impact negatively on the traffic flow and the necessary time for the reSidents to reach their destinies. This will only valid during the construction of the project and not during the operational stage. The impact will be of short duration. limited to Short periods of construction The probability Of the impact occuniOg is high Highly probable The intensity of the impact is high The impact will have high significance A project construction phasing plan and appropriate traffic control plan would be developed as part of the final design to coordinate construction activities and minimize disruption of traffic flow. The Contractor should wort with the Client on proposing a traffic plan for the roads that will be Impacted and closed in order to find alternative roads and detours. ThIs should be done before starting the construction of the project and in coordination with the traffic department and the local government. A local campaigns should be started for the citizens to aware them about the changes in the traffic routes and the alternative travel opportunities. Proper sings and signals to direct and guide the drivers through detours should be in place, so as to minimize the travel time and traffic congestions. Draft ErA Report of Dhamar City 90 Auoust. 2009 Table 8.3 Mitigation Measures - NoiSe Generation Noise is generated by construction activities such as clearing and grubbing. excavating, layer works, .renchlng and cement batctring. Construction vehicles generate nolse and quarrying for construction materials could also generate noise. The impact wiD be of Short duration, limited to Short term periods construction phase. The impact has a high probability of occurring Highly probable The Intensity of the Impact is medium medium Construction workers to adhere to health and safety standards as prescribed in the EMP. Wor1dng hours should be restricted to reduce Impacts on the neighboring residences at night The construction equipment and plants should be very well maintained and lubricated, so as to minimfze 1he operatfonal noise. Use mobi'e site noise barriers Draft EtA Report of Dhamar City 91 Al..lClust 2009 Table 8.4 Mitigation Measures - Disturbance of current infrastructure It is expected that the construction actMties win disturb the current Infrastructure wtthin the project 81'&8 such as the water supply, sanitation, electricity poleS and communications. Due to this, It is antidpated that the current services will be disturbed and the surrounding communities will be negatively affected due to the cut in the water and electricity seNiCes. The impact will be of short duration, limited to Short periods of conSlruction The probability of the impact occurring is high Highly probable The intensity of the impact is medium The contractor should implement inspedion pits to identify the rout of the exsisting infrastructure lines before the excavation. The Contractor should minimize the duration of interrupting the current serviCes to the neighboring communities in tenns of water and electricity cuts. It should be planned that minimum Intefference with the current infrastructure should be done during construction. In case of shifting any of the current infrastructures, an emergency plan should be adopted to continue the services to the citizens and minimize the durations of service cuts. Coordination committee should be formed from members of aU concerned infrastructure authorities in Dhamar. so as to ensure smooth work wtth minimal impact on the level odfthe services during the project construcUon stage. Oraft EIA Report of Dhamar City 92 Auoust. 2009 Table 8.5 Mitigation Measures - Dust generation and Air quality - Construction activities such 88 efeal1ng and grubbing, topsoil removal, trenching and storage as 'Netl as the movement Of construction vehicles generate dust. The dust will influence the air quality In the imme Temporary camps Rehabilitatlon will be necessary in the following areas: · Compacted earth and noo-compacted earth platforms · Access roads running into and through the camps · Compacted and non~compacted earth platforms will be rehabilitated according to the method described above. · Access roads Will also be rehabilitated according to the method described above. 10.4.2. Borrow PHs Borrow pits shall be filled with as much excess fflt material as possible but shall be kept free of any other waste. They shall be covered in soil stockpiled either from the original excavation of the borrow pit or from other sources. tr there are inadequate amounts of topsoil, then alternative f&habilltation measures must be implemented such as: · Transforming quarries into lakes for recreation, aquaculture, or wildlife habitat · Conversion of borrow pits and spoil dump sites fnto roadside picnic areas and scenic lookouts. 10.4.3. Stockpiles Once stockpiles have been removed the ground surface is to be inspected for compaction. ShoUld it be required, the surface is then to be ripped and the re-. vegetatfon process follows. 10.4.4. Operational Phase Regular monitoring and maintenance of the construction areas 3hould be done by the LC to ensure that rehabiJitation measures was successful and to observe whether unstable cut and fitt areas need to be stabilized (eSpecially after heavy rains). LC should make start a water quality monitoring program for the Implemented water supply network in order to maintain the quality of water for domestic uses. Draft EIA Report of Dhamsr City 148 Auaust. 2009 CHAPTER 11: CONCLUSIONS AND RECOMMENDATIONS This Environmental Impact Assessment concluded that the proposed water supply and sanitation projects in Ohamar City- under Group I urban center development program IS environmentally viable to be implemented as far as the mitigation meaSUNS proposed will be Implemented. The compensation for the acquitted private properties at the proposed expansion site of the WNTP and possibly some of the pumping stations areas should be made for sites eJqlropriated by the Govemment for this project. The current socio-economic aspects at the project site should be maintained and preserved through following the proposed preventive and mitigation measures that were mentioned in Chapter seven of this report. The project will improve the health aspects and raising the standard of living of the residents of Ohamar. The project will provide the residents with clean and drinkable water according to the required standards in Yemen. In addition to that it will relief the residents from the daily suffering via requesting the water from far distances and utilize their time in a more fruitful activities. Public awareness campaigns should accompany the implementation of the project and should target the residents at the impacted areas. The provision of the wastewater collection system and expansion of the existing WWTP will improve the standards of Ufe and reduce the risk of contaminating the water sources. The provision of the WWTP will ensure the reuse possibilities of treated wastewater for the restricted Irrigation. The farmers should be controlled and their irrigation activities should be watched by the Ministry of Agriculture and the local Government. The untreated wastewater during the expanSion of the existing WWTP should be avoided and diverted to prohibit the reuse of this water by the farmers. The Contractor should minimize the interference and interruption of the current services to the citizens during the construction period. Re-instatement should be provided for all the services after the completion of the work as it were before. The local corporation of water and sanHation in Oharnar should work closely. through the ECO with the Contractor and Engineer to guarantee the consideration of the EMP as requested in this report. That shOUld be done during and after the construction of the project. Concerned parties such as National Environmental Protection Agency and the local Government need to be involved in the process from the beginning. It is recommended that a site management plan should be agreed during the Contractor's mobilization. It is necessary that most of the mitigation measures will be implemented at local level in order to ensure the sustainability of the projects particularly during the construction and operation of the water supply system with an effective participation of local community. The Client, in cooperation with NGOs should ensure that local communities are involved in the progress of Implementing the project and ensure proper usage of the new infrastructure. Draft EIA Report of Dhamar City 149 Auaust. 2009 It is also Important to undertake monitoring programme in terms of water quality and implementation of the proposed environmental ptan so that the proPOSed mitigation measures are implemented. The monitoring should also foresee other environmental impacts that are probable to emerge and lay down strategies to overcome these impacts. Proper Implementation of the EMP requires better cooperation and coom/natlon among all the stakeholaers that will participate in the planning. implementation and monitoring of all the proposed mitigation and preventive measures. The Consultant introduced Annex no. 4 of this report which entaits the environmental management plan and the Implementation proeedures as a stand alone document. This Annex can be provided to the Contractor as part of the tender documents to be conSidered and implemented during the construction period. Draft EIA Report of Dhamar City 150 Auaust. 2009 ANNEX 1 YEMENI ENVIRONMENTAL LAWS AND RELATED EIA REGULATIONS AND POLLUTION CONTROL PROCEDURES Draft EIA Report of Dhamar City 151 AUQust. 2009 ANNEX 1 YEMENI ENVIRONMENTAL LAWS AND RELATED EtA REGULATIONS AND POLLUTION CONTROL PROCEDURES - ~,~o.o W(Y'I)r!-JU~ Wl~t...:I..·Wu .. . u. :;."' \~ '- . ~\:.i... )~).;-- ..r"'"" ;..)Lb';il ~ .... .. -.. - II . . ~\ jt,;... J..l:! ~;.... 4.1.)IS j,l) ~1 .)k.JI .jJ-i\.:tl\ I::..t. j.o W~)J ~ ~l:ii\ wi )4--1 I J .bWj,] wfo. : -ill~ J)L;. ..,.b :~l_" ..... WI:.i...l..u. .1 ~ : ~I-" ~ J Ji ;; f?- Ji "::"'1...::.t.....:;! ,i ... 1.........,...., Ji ~I J) Ji ".,?il J Li...i.:i...)l F~j\.i;. J\:uJL.. Jl ~ ~1 yo ~i J\ lAJyh.lJJ ~\"':".,lJ ...,.l,' · ;-:4-0J#- JI -;-:4-0~):..J i.:?.lYJ' .:;W'I' ~ ~ "::"'\jl~1 Ji .... t.....'/I ~\ ..::...\.lll.iy )~';I\ : ~, tJ:...."'il _'\ : ~I J;l..,.J\ - V ;t 'I ",".; U ,... ... ..;. '\ ~ ...... " ' - ' - . ...'--J . 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(rt:atmcnt of {h:~ubjt:ct. __ "_ Environmental Assessment This Operationnl Policy Statement W(lS revis~d in August :!004 [0 ensure consistency with the rcqulremtllts of OfiJH> 8.60, issued in AUJ,;IJ51 2004, These thanges may be viewed here, ijl'\{He; or lind Rr ,to I logether reploce OMS 2.36. i::nFironrm'n(:J1 ,Hp~c(s of Blink ;Vllrk~ 00 ",00, AllflU AI. .-~ '[EflVlronmenr:.tJ A.f.fl!s.fl1l('nr, OD ,tOO, Annn B. EIH'ironmcntlll P(lfic-y for IJ:Jm :md RCienoir ProjCL'(S; 00 4.0 I, i £,,,/ronm<'1111I1 A SS,'SSI11 "/II'; and t he: following Operlltional Me morn nd i" El1f'irOllm .."f;J/ A ,.H',·SIlIl:nIS: 11 rr ; InHrl/4'Iions IIJ.51:1 Of} 'hi' H:.tndJing of till' Borrower's COMu/Mlions wilh ..I fft'l.'tl!d Group!' :.till} R{'/(" ;/111 I.o('u/ II '.:'\((;0$· .til 0/'0; £lIl'ironmc'flt:lI.,.tSSI"HfIlI'nts: Instru~'(jf)/lS to St;}rr on/he RI'/Nlsi' .,( Em'irallllll,,,(;,J "t!,ft'S.fflU'I/fS "I ' to 1::.H'4'tulli: I);n't'(ors, 11l21j90; :lnd R~"';lsc ()( Em-jrOnttll'/II:iJ A SS4'nllli'nTS Itl En'cufin' [)irt'l'Ulrf, 2/20.'91. i Auditional infonlllltirm rclatcllio these ~I .. femelll$ is provhh:d in the EIH'ir()1/IIH'IIt31 :h:iL',~mH'(I( SOIJTl:cbooJ.; I (W;lsbill~ton, I),c.: World Bank, I??l) :md subsl!qucllt updates aVllihlbl~ rrom the Environm!;,ll! Sector BOllrd, ! . and in the PIJl/utiUI/ Pn'~'('ntion :md Ab:rfcII/('nlll:lllcfbook Other Bnnk s!!llemcnh Ihal relate II) tbe I envirunment include Opm? J.02. EIIl'irofl1J1Mtlll ActiIJII P/:mj~ OP/uP .1.0J, "':J/uriJllf:"}il;m~ OP .t07, 1I':1f('r I Ill'sol/rn'!> M:m:lfJ1'uU'/l!; or .$,a9, P(,5( M:mllgemcflt:. OP/BP ,t 11), ltuJipc'nfills P('oph'>~ 01' .t.11 (forthcoming). ' M:Uf;lgL'R/4'nl olOIJturuJ PrufJ(·rty in H:mk-FiI1:IR('t'ti Projn·ts; or/Dp 4.11, IIH'olllllfl4q' Rt·li(rtll.'lII~/lr. OriBp ".36, Fort'f/r, allll OI'fUP IO.O-t. /:.'''{}ntJluir f:,':I/!I:tfio(/ (Jfll1H'~'1I11t'lIt 0pl.·r:lfiun... Thl.'.t· 01' :llItI HI' apply !Q:tll prl)jl:'ct.~ ror which:1 1'11) is firsl is~u~tl art~r March I. 1')1)9, Qllesti!lll~ lIlily he 1II1drrsscd to Ihe Chair. Em'irilnmcn. Sectur BO:lnl. I, The Bank I requires eoviromm:n(al nss~ssment (E/\) of proj¢cls proposed for Bank lillancing 10 h~lp cn<:un.:: that they arc ~nvironnwntally sOllnd and SUslainabl(!. and thus to improve decision making, 2. EA is a process \vhose breadth. depth, and type of analysis depend on the nature. sertle, tlnd potential t"rlVjronmentui impact of the proposed project. EA evaluates a projec.:\"s pOlenlia! ., environmer.trll risks and impacts in its area of intluence;* examines project alternatives; identilies ways of improving project sell!ction. siting, planning, design, and implementation by preventing. minimizing. mitigating, or compensating for adverse environmental impa..::ts and enhanCing posilive impacts; nod includes the process of mitigating and managing adverse envircnmentaJ impacts throughout projt;:ct impkmcntation, The Bank favors prev~ntiye measures o\er mitigatory or compen$~llQry rneOSlIf\!$, whenever feasible, ), EA l,I;';':~ into ..t~~Ollllllh.: natural ~n .. iwnml:nl {,tir, WJh.:r, and land); bumJn h.:alth i.lnJ :;al\!(~: socia! aspc.:r::. tinvolunl:u: resellh!mcnt, indigenous pr:natlOn 0 OCllment). II fl' (c) Ca/egor::." C: A propl)$cd project is classitieu as Category C it'il IS likely to have rninirn:ll cr nc ldvCfSC cnvirunmcntul impacts. I3cyond sCft!cning. no further [i\ ;'letia!) is required for il Category C project. (d) Ci/fcgory FI: t\ pror,':>cd project is dassific(j as CalcgDry FI if it involves Investment ()fBank funds lhrollgh a tin~lncl.\( in{crmcdi<1ry, in subprojects th.:ll ma: result in ndvcrsi.C environmcnul imrac[s. EA for Special Project TnlCS Sector Inw:slmr.:f/l LcndmjJ 9. For sector investment loans (S!Ls),12 Juring lhe preparation of each proposed subproject. the projt'Cl coordinating c:nlil; Of imph:mt:nling institution cllfries out appropriate EA nct'ording 10 country requm:mcnts ana, th ' U'rh . e reqUiremenls 0 t' t h'IS po "ICY,· e Ban k appr:lIScs an d. 'f' necessary, I me hIdes tn (he S IL components 10 strengthen. the capabilities of the coordinating entity or lhl! implemenring institution \0 (a) SCf!;!!'!n subprojects, (b) obtain the necessary expenisc to carry out EA. (c) revkw all findings Ilnd results of EA for individual subprojects, (d) enSure implementation of mitigation measures (induding, where applicable. an EM?), and (el monitor environmental leI conditions during project implementiltion. If tbe Bank is not satisfied that adequate capacity exists ror carrying out EA. all Category A subprojects and, as tlpproprintc. Category B subprojccts- including any Et\ rcpons-are subject to prior r~vjew and approval by the Bank. Fm;Jnci:iI Intermediary Lr:ndlng 10. For Il financiul intcnn~di:lry (Fl) opemtlon, the Bank requires that each FI screen proposed subprojects ond ensure th:ll subborrowers corry out appropriate EA f(.lf each subproject. Before · -------------------------- c ........ Operational Manual - OP 4.0 I Page .. of7 approving a subproject the Fl verifies (through its own staff, outside experts, or existing ~nvjronmcntal institutions) that the subprojt!ct meets the environmental requirements of appropriate national and local authorities and is consistent with this OPand other applicable environmental policies of tile Bunk.J~ 11. in appraising a proposed FI operation. the Bank reviews the adequacy of country em!lfonmcntal requirements relevant to the project and the proposed EA arrangements for subprojects, including the mechanisms and responsibilities for environmental screening and review of EA results. When necessary, the Bank ensures that the project includes components to strengthen $uch EA arrangements. For FI operations expected to have Category A subprojects, prior to the Bank's npprai:>al each identified participating Fl provides to the Bank a ""Titlen assessment of the institutional mechanisms (including, as necessary, identification of measures to strengthen capacity) for its subproject EA work.,tg I f the Bunk is not so.tistied that adequate capacity exists for carrying oUl EA, all Ciltt.':gory A subprojects and, as appropriate, Category B subprOjects-including EA reports-are subject to prior review and approval by thl.': Bank:1.7 Emergency Nt'covery Pro/t;.'c(S 11. The policy set out in 01' 4.0 I normally appli..:s to cmt::rgency n:eovery prole'ts processed uncil!r 0.(18,,5.0, l::i7Jcrgt.:n(y /?,'covcry Assi$f:/nCt!. Ho\vcver. when compliance with any r~qllireml!nt of this policy would pr<.!V(!nl (he effective nnd timdy a~hic\crnl!nl or the objcctiv\!s of;m emergency r\.'\.:ovcry projcci. the Bank may exempt the projc<..:t from such a rcquircmcnt. The juslilicntion for any such exemptlol\ i:; n:cvrdcJ in thc loan documenls. I n nil cases, however, the l:5ank requires at a minimum that (:1) the <..:xlcnt 10 which the emergency was predpitoted or c.\accrbatcd by inappropri;\te cnvironmental practices be determined as part of the preparation of such projects. and (b) tiny nccc;.;:;ary C~)i-r",c\i\c rnc;t~un:s be built into eilher the emergency projel.'t or a future lending operation Institutional Cnpacity t 3. When the born)wcr has inadeq~tate legal or technical capacity to carry out key EA-reluted functions (such ,15 review of EA, elwironmcntul monitoring inspections, Qr management of j lniligatory m~nsurcs) li)f a pmposed project. the project includes componel~ts te strengthen that capacity. Public Consultation 14. For all Category A and B projects proposed for IBRD or IDA financing. during the EA process, the borrower consults project-affc<:ted groups and IOC~ll nongovemmental organizations (NGOs) about tlie projl!ct's environmental aspects and t"lkes thcir views into acCOUnt. HI The borrower initiates such consultations as early as possible. For Category A projects, th~ borrower consults these groups at least twice: (3) shortly after environmental screening and berore the terms of reference for the EA are linalized: and (b) once a draft EA report is prcpnred. [n addition, the borrower consults \\ illl su.;h gnHlps thl"'IU~hoUI prvj~\:l impkmemalion as necessary LO adJn.:ss L-\·rclaled issut::s that .. J 1'1 altect (1Cm, Disclosure 15. For meaningful consultations between the borrower and project-affected groupsa.nd local NGOs _:li"'_______________________ ... Operational ( tnnunl - OP 4.01 on all Category A and 8 projects proposed tor IBRD or IDA financing. the borrower prDvides rckvant material in fl timely manner prior to consultation and in a form !llid 111nplJge [hal arc understandable and accessible to the groups being consulted. 16. for a Cale-gory A projecl. the borrower provides for the initial consultation a summary of {he proposed project' s objectives, description, and potential impacts; for c:onsultatio:1 after the draft EA report is prepared. the borrower provides a summary of the FA's conclusions. In addition. for a (:ltcgory A project, the borrower makes the draft EA repc:rt ;wuilable <1\ a public place acccssibh: \l} project-affected groups and local NGOs. For Sits and pI operations. lht! borrowerfil en$ur~s Ihn! EA reports tor C of tht! EA. including mcn:;UfCS set Ollt in the legal ilgrccmcnts. any CiVIl', ,lnd other projl.'ct documt.:nts.:?1 1. "Bank" im;lud\:s IBRD ~f1d ID/\~ "EA" refers to th~ entire pro(;CSS sct QuI in O?/~f 4.01: ":onns" ineluJes IDA credits and iDA gr~nls. "bcrrowcr" includes. for guarantee opermions. a private or public project sponsor receiving fwm another linanelal institution II \()£In guarantced by the Bllnk; MO "projccC' ,overs all operations financed by Bank !oaos or guarantees e,~cepl development policy lending (ror which the environllltnl:ll provisinns are set OUT in Q,P/Bf &.60, Development Poft'ey Lf:nd/ng), and also includes projec(s under adaptable knding,~~· adilplJble prQgrnm !()3nS (APLs) and learning and innovation loans (LILs}-"and projects ~nd components funded under Ihe Gloo1l1 Environmeot Facility The project is describ<:d in Schedule 2 to th~ Loan.'Credit Agreement This policy applic~ to all components of the project. regardless of Ihe source fiOillll;ir.g, or FOr dcfin;li(w~. s':'; ~,!1~:~' The :UC:I orinl1ucp.,c for ;my project is delermin~d with the Jd\'ice of environment,1I spcci:llists aod sct out in the E.A terms of referCf\Ce ). S(e Qf:~!'" I 2. !Ill il!LIIlIJry Re.\cllit'ml:nr. 9.!.' 13 I' 4 i O. IndiJ!(:rlOlJ.\ P,·uph·.,; .md or.J Ii (forthcolTltng). 1~·l;!,{/~.~alflJJ..!.!l.J:.~(jGII!J.I..ftt'{l1'J'Ij:,.I(!-P.J.o.k:EJJl;111J,.~('J1...F(oJt'l·(!i 4. Global envif<1l\mcntal issues illdude climate ch:.nge. ozone.d~pleling substances, pcllulion or intern,lIlonal wa1ers, 3nd ,Hlver,.. impal:t$ on bitll.Iiv(,p;jl),. Operational Manual - OP ·;'01 Page 6 of 7 5. For scrCen ing. s c<: para. 8. 6, E;\ is clo~ely jlltcgr~tt:d \~ith the proje~t's economll':. finllnd,,!. instin,lIiooa!. soc:al. :lnd Ic.::hnicJi tll1t1IYSC510 ensure thaI (3) environmental cOf'Isiderntions are given adequate weight in project selection, ,illng. and design dc..:;siol1s; and (b) EA doe~ not dday project processing. However, the borrower ensures Iha! when individuals or enlili.:s an: cnpgcd to carry out EA :\~livilie!i, nny con me! or inlere~l is av(~jdcd. ror eX:lmpll!, when all independent I:A IS reqwrcd, it is nol c3rried out by the consultants hired 10 prcp;lrc thc engineering design 7. Th~ patH:\ (which IS different from the dam s;lfery p:lnel reqUIred under OP! !!f .. .)7, S!lt~'!y o{D.Jm.,) advis..:s the bOirowcr sp..:cifical:: on the fllilowing a.>pe.;b; (:t) Ihe terms of r(!["n:;nce f,J( Ihe: EA, (h) licy is~u<;::, and methuds for preparing the EA. (el recommendations and finding.s of the EA. (d) implementation of the EA '$ - recornll\t:ndallL1fl~, and (c) de\lelopment of environmental management capacily. 8. These terms :lre defined in AJlIH'l\ ~. Annexes Ii and C discu~" Ihe Content of EA reports and E.Mf's. I), Guidance on the USe of .:"Ioral and regianol fA is available in EA Sourcebook Upd.ltes 4 and 15 10. A pOleotial impact i, coo$idcred "sensitive" if it may he irreversibh: (1.',1$ .. It:ad to 10$$ of a major natural habitat) or raise issues cowr..:d by OP/SP. ". 10. Indig''n()IJ's P.·opk.>~- N:lftlf:J( H:Jbif.'ll~-, 0 P .:. I j (Iorthcom jng), fl.hm,1j!.·mcn! {)(Cuitllr.J1 Prop"ny in B;mk-Fin3Iu',:d Projo,,·t~~ or o.u,.U. II1I'vhIfJl;JEY R.~':.;r:Ilt.'JI1"!lI, II, Whet! Ih~ s.:reening prQ;: uf nflrro\\ scup.:. n1C 1),ln),. may ;\,;;ept alternative a;>pn);t..:h..:s Ihr m:I.'.,n;; !::A rcquircll1~n!s: I'M example. cn\limnmcm:llly sound d... ~i~:r, C:rkna, p01lutiQr. :>lal~d.1;:!, !,,~ >m~ll:·J>;.'J!': "1Ju~lriallll.lnt$ or m.al \\Qr\.;:;: c!l ... irnnnl':1l1aa~ "'ur'J cunstruction :H:Hl fur rO:10 rd:abilil:Jlion projects. ! 2, SILs nvnnally IIly,llve the preparation and illlplcll1l!UI:llioll of ;1Il 11 11;1 I invcstnn:nt pl;;lllS or ~ubproje(,"ts as lm1\.! slicc m:.tivitks OVt;r Ih ... cours..: o:'lhc project, 13 In ndddi()l1, n :hl'n: ~\~\! ~L·\.'rQJ\vidc i:i!)l!CS lh.H ~annot be addrcss.:d through indi\'ldu~1 stlbpr('lctt EAs (;Hhl paniculurly ;1' the SI!.. is likely 10 Iflciudc CUlCgQry A subprojects). Ihe borrowr,:r Inay be requircd 10 c~rry out ,.:ctoral EA bcl'orc Ih: lbnk appraises the SIL. 1-1, \I,'nc,c, plJr.>u~1t\lIG rc;;,uI3!ory requircmcnts or ",otra.:tu:11 arrangcm..:n!s iI';CCpl.lbh: to th.: B;lI1k, aoy ofthcsc r",'ie\~ rim.;;:!(In: eJrril.'d om by (10 emilY ocher IMilO lh.: coordi(l;uing cncil~ or nnplcmcfwog ins1irutiou. rite GlIS Bunk ilpprai'cs ;JlI.:rnarivc arrangements; however, the borrowcr/coordinming cnlity!hnplcmcnting ,lIC', inslltUtlM fcflI3lOS ullimJ!cly responsible for en~uring lhat subprojects meet [l;.mk rcquin:menls, i 5. I he requircm'::1!S f·~r F! OpCr;)tfons ;l~e derived from the EA pr(')ces~ and ::Ire consistent with the pro"i~ions of par;1 6 or ~h,> OP rile EA process lakes IOto tlccount the type of rlnancc being ~onsidered, the nalUre and ~C:;llc of ,mtkip:H<:U '$uiJpf<.)J~,t~. ,\nd Ihe cnvir,m:nenml requirements of Ihc jurisdiction in which subprojects" ill b;;, locJted, 16. I\I]Y FI includl:d in the pwjrct after :lppralli:ll complies wilh the same requirement as a condition of it.s pmicipalion. 17. Tht: ~ritcria fur pdvr r':\1eW ofCat(gory B sllbpmje'ls, which ;1fI: based an such f:lctors;l~ type t)r siu "flhe subprOject (lnd lilc EA capacity oflhe financial inlermc-diary, are set Oul in th: kgal agreements for Ihe project 18. Fl)f Ihe Bank' S lpproach to NGOs. see GP '-I.Jl!. In~'oll'inJ! Non)]()vcmmt'nI;)/ Org.1fliz.wons in Bank-Supprmcc/ :ICI/\ fill::;. 19. For prcJt:~t$ Wllh m:IJor si.1cial ~omponen1s, consllltalions nre also requir~d b) ()Ih~( [';JI:~ lX.li..:i.:s-fo~ c.~ampk. OP!IlP 4.10, Ili!hJ)ctiulJS P,:op/t;::;. ,lI1d QJ~!6~ 4.1:. !mv!uIfl,lIY R~'s':lIlr:mc:nf, 20. h1r:l further d;s~us:ilcn of the Bank's dlsclusure proco:-dures. see Tlu.' Wurld 1J;J".~.!}!.!i~'.!_~1I /)isdo!iure of ~!Jl!U!1p(fQfl- Spt'lIfi.: r~quirements for disclosure ofreseulcmenl plans and indl¥.tncu5 peoples devclopmenl plun~ :ut 5f>t OUt in O,!?'5f 4, I(), lt1tligl!'nou:; Pt.:vpk,nnd Q,f!flJ.'. 4.12, InI'V/IJn!,)fY R..'St'fI.'t'flll'f1{ 2 I. SC.: 01' UP 13.05, PIVjt'C{ SUPCFYI.lIVfl. Operational Manual - or 4.01 Page 7 of 7 Operational Manual· BP 4.01 Page 1 01'6 BP ~,Ol .lnnll:!!")' 1')99 These proccduTCs wen.' prepared for lise by World Blink stalTiwd arc no! neCt':'Silrt~V [) c:omph.:te /rt.~IJtmen( otrhe subject, Environmental Assessment Thi~ Bank Pro.:eduf':s S13lemcnt was rl;vi~l;d In Augus! 2004 to ensure consistenq with thi! rrqllir('menls (,f Q,,-..'I}J~ 860. issued in August 200':. These ~hangcs may be viewed !J~, {NOle: 01' ant.! BI' 4.0 I togetber repluce OMS 2.36, Em'iroltmcni1tl A:tpe<:l,s of R.mk U'OrJ.~ 00 ",00, Annex A, l:.'/lI'ironmel1laJ Asseument, 00 ".00, Annex B. ElJviroDme/ltaJ Policy for Dum und Reserl'fJir ProjeclS', 00 ".0 I ,i Em'ironmtnlal AI5f$Smt.'flt; and tbe foJlawing Opcratiuuul Memoranda: Environmt'nt:JJ Ancssf1Jenls: I Ins/ruclionJ to 51.,rr on Ihe HltndJing of Ihe Borro,yu's CuItSUl':liitms with A {((','It'd Gro/lps {lod ReleJ'Jml LO('J1/l ....COs· ..II 0/')0; F:lHirol1f1/t.'otd/ A,sSt'sSf/1t'nIS: IlIs/rIJctions 10 SI;lff on (he Rt:lt';JSI;' of Em irDnml'JlluJ ,tsj('~'smt'flt'- j to En','ulill' DirN:tors, 11/1.1/90: anc.! Rt!/('J1:u' of Ellvirol1mental A'.ft'SSJnt'l115 10 £1I:t'ulin' Din'c(urs, l/2UII) L I A!lditlon:1I information related to Ihc~~ sl.\lclUenlS is (If(nhh:d in the /'.'tH'iroOnl<'nl:IJ A".H'.fSlrIl'lli St)/lra'book 1 (W:I:hillgtUll. [),~,; World 1l:lIIk,1991) :tn\.! subsequent upl.S.lh:S lIv;ail -1.1(1, IlUllp<'/IO/ls Peop/(,J,OP -1.1 I (forthcomlll:':). :Ll/;UJ:lgl.'l/lt',11 arCl1lmr." PrOpt'rty ill IJilflk-Fiflilllud Proje't'ts; OJ'f1U' ".12. IlIl'ob/lJl.Jf)' Ut·St·n/t'IJ1t'IIt; OP/",36. Fc>('t'JIr,I; ,Iml Ol'illI' I U.O~. EClJnomh' J:'r:I/U;l/iOIlUf lr/l't'stmf/// Op"r:ltj()n.~, Th ... ~(· OP :11111 Ill' clln:r :III projecls for which :l PH) is nrst issuccJ after March I, 19'.18. QIlI:$!ions IIIllY be ac.!dress~d It) the Chair. Envirollnlell! Src!nr BI1:1rd. ================================---=-~.~=~-~--==-=.======~ 1, environmental as:>t:ssmem (EA) for a proposed Bunk-financed. operation is the r~sPQnsibi lilY of the borrower. Bank I s~aff ussist the borrower. as appropriate, The Region courdlllHlcs Bunk review of l::,A in c(,m~lIhation wilh its RegiIJI1i1! environment sector unit (RES!,; / and. [IS necessary, with toe :';l.Ipport of the En\1nmmen\ Department (ENV). Environmental Screening 2. In consultation with the RESU. the ll.lsk team (TT) examines the type, location, sensitivity. and scale of the proposed project,J. as well as the nature and magnitude of its potl!ntial impacts. At the earliest stage of the project cycle, the TI, with the RESU's concurrence, assigns the proposed project to one offour categories (A, a, C, or Ft see Ol~.4,Ol,."IHtr. i\._8J. retlecting the potential ~nvironm~ntal risks associated with the project. Projects are categorized according to the component with Ill\! potentially most seriolls adverse effct.:ls: dunl categories (e,g., ,'.,/e;) arc nut used. 3. fhl! IT records in the Prvject COl)cept Oocurnc;:nl (peO) and thl! initial Project inlimnatiol1 Document (PtD) (a) the key environmental issues (inclUding any reseltiemCnL indigenous pl!oplcs, and cultural pmperty concems)~ (b) the project cntegory and the type of EA and EA instruments nl.:cdcd; (c) proposed consultation with project-alTected groups and local nongl)vt:mmcntal Operational Manual - BP 4.01 Page 2 or 6 orgnni7.lltions (NOOs). including a preliminary schedule; nnd (d) n prcliminnry fA schedule. The " TT also reports the project's E.A category in the Monlh(v Opemr;on the borrower in drafting the terms of reference n OR) lor Clny EA r~port. ::1 The RESU reviews the covcrage or the TOR, ensuring among other things thn! they provide i'or adequate interagency coordination and for consultation wilh afli::..:tcd groups and local NGOs, To support preparation dIhe TOR nnd the EA report, the TT gives the borrower the documents Content olnn Environmr.mt:.1/ Assessment Report lor a (;uegory A Project and l:.!H'Jronmentn/ M:1I1agemt:nt Pl:m. f I As applicable. Bank and borrower staff refer to the Poilu/ion Prevention :ll1d Ab:lIement f{;mdbook. which conlnins pollution prevention and abatement mo::asures llnd -.:mission levels thaI an: normally ,m;:eptilble to the Bank. 8, For n Caaegory A project, the n' advises the borrower that Ih!:! EA report must be submitted to thl! Bank in English, French, or Spanish, and an executive summary In Engli$h, 9. For all Catl!gory A projects, and for Category B projects that are proposed tor IDA funding and that will have a separate EA report, the rr advises the borrower in writing that (a) before the Bank proceeds to projl..'ct appraisal, the EA r\!port must be made available in a public place accessible to affected groups and local NGOs and must be officially submitted to the Bank: and (b) once the Bank onicially receives the report it will make the report avail;lble to the public through ils InfoShop.U 10. DLtring the deSIgn phase ora project. the rr advises the borrow~r on corrying out the EA in accordance \\ith !he requirements of Q.P'.~,.QJ. The TT and the lo\\ycr identify nny matters penaining to the project's consi:itency with nationnllegislation or internutionill environmental treaties and agreements I. rIO ft.'fTcd to in Of .J.t) 1. para, 3). Orcr:ltiona! \.bnual - BP 4.0 I Page J DrO I I. When thc lx1ITOWCr officially submilS a Category A or Category B EA report to the Ba.nk, thl: Region pJaces II copy of the full report in the project file, It also sends the English-language .:::..:pratc rcpl.'rt the nppra:so.! mission n\)rm"lly departs only aftcr the Bank i,':'3 n:::civcd the oniciaity transmitted LA r,-,purt and rcvic\vcd it ~scc paras, 11-13).13 F <)r Category t\ p~0jccl~, the appraisal mission team inc!ud~s one or more environmental s~ciaUsls with rcl~vant i:xpl!ftise. J..I The appraisal mission for any projc\:t (a) reviews both the procedural LInd substantive clements of the EA \-viih the borrower, (0) resolves any issues, (c) assesses the adequacy of the institutions responsible for I.!!wironmentn! management in light of the EA '$ findings, (d) ensures the adequacy of Ilnancing ::Irrungements tt)r the EMP. and (c) determines whether the EA's recommendations arc properly addressed in project design and economic analysis, For Category A and B projects, the TT obtains the RESC's and LEG's concurrcm::c with any change;: during apprnisal and negotiations in any environment-related ..:onditionalit), from lhat approved at Ihe Project Decision stage. Sector Il1vcstmenr lind Fimll1chil IlJtenlJcdiary Lt'nding 16, The apprais'll mission develops cknr arr~mgements with the borrow~r to ensure that :he implementing institutions will be able to carry out or oversee EAs of proposed subprojects; J~ :.;pecilically. the mission confirms the sources or required expertise: and the appropriate division of respon:iibilitks among the ultimate borrower, the financial intenm:diary or s~ctor agency, and the 9_iltld_l t~n, -----------~---.-- .... OpcfUtional :Vlanual - SF' 4.01 Page 5 of 6 The TT advises R~£ion<.li management of the actions taken and recommends any further measures. During implementation. the IT obtains the RESU's concurrence with any change in environment- related aspects of the project. including environment-related condilions cleared by LEG. 22. The TI' ensurCli tllallhe borrower's operating plan for the project includes actions required to carry O\lt the project's crwironmcnt-rclatcd aspects, including provision for contir1l1ed functioning of any environml!nt
  • , precedents, and experience thut originate in anyone Region or from extemal sources. ENY carries out project audits to help ensure compliance with the Bank' s EA pulicy, and it conducts periodic reviews oflhc Bank's EA experience to id~nlify :md disseminate gOGO practice nnd dcvt.!lop further guidance in this aren. Financing EA 25. Pmj,,:ci Preparation raedi!')' adv:mccs 1)/ ant.! trust funds may be aV:llhbk to floll.:n:i"l h\)rn.m.;rs 111,)\ requ.;:;t [\;In\-.. ;\~:;iS!anl.:C in l;nanl.:u)g EA. Srecific Applic;,tions :6. Prvccc.\urc$ rpr the enyirOnmenlal as~,,:~sIliCIiI Dr pro,jc(;ts ili\vJvtng dam~ :uxl ~\!st.:rvoirs and pesl m~tnagcmcm .lre S~'I ow in Annexes U .md C. rcspt.'clivdy. I. "13;)n\;" illdlldc~ InRI) .1Il\! IDi\,"E:'\" (1:1.;r:> (vlhe entire [lnlCCSS sct Ollt in QPf13P ~.Ol. "rlfoJcct" covers all opcr.1tion~ tin:1I1C';U by B(1nk loans or guarilntces c\cepl ucvc[opment policy lend in!; (fer which the environmenlal rrovisions arc m:: in..Qr/Sp 11.60, D('vclopm~"1( Policy Lendillg), :lnd also includes projecis under ad:lpl;1bk ~~l lendl!\g--adapl;lbk program loans (AI'Ls) and learning and innovnen!s funued under the Global F.nvironment Fadli!»; "/oans" includes IDA credits and IDA grams: ··lmrrowcr·· inc1uul:s. for guarantee: ope-moons, a priv:l1e or public project ~ponsor receiving from Dnolhcr Iinnnciill1l15111 JliOIl ,I IQan guaralllccd oy thc Bank.: "Pruject Concept DQclJmcm~ ind\ldc~ 111<: Initiiliing I Memorandum: and "ProJec! t\ ppraisal Document" includes the Report and Recommendation of the Pre!;idcni (President's R~r I('9S. the Regional environmental se\:lor units are liS follows: AFR - E.nvironment Group: EA!" Sf\R. and ECA Environment Sector Unit; MNA - RUfnl Deve\(:>I,ment. \Vatcr. and Envirol1lnent Se;:t,)r Unit; LCR Envlronmenfally and Soda/ly SIJ5{tlinable Devdopmcnl S':ClOr Unit. J. "LOClllior)" retl:r~ w proximity [1.1 or encroachment Qn environment::!!!y important ilreas, such as wei lands. forcsl". ,10(1 other oawe:tl h:lbit:lls. "Scale" is judged by Regional siaffin Ihe COI.l III I)' contexl. "Sensitivity" refers 10 proj~cts (hal may have irreverSible impa<;!s, affl.'t:L yulnerable etlmk minoritie~, involve involuntary resettlement, \)r;,Il~"1 r·dH:r:III·\·rir;1ge ~itC5. Fpr (uflller dis~llssion, see rhe En'..,rol1m<.'nr:i! -1 ","~'mL'nl SOllr('c/>ook. Upd:I:,' Nu. 2.·/:IIYIrI'·BP. 10.00. !aH':;(mt'nt LcmJJ.fIg: hJ...·llfitic.1(ion /I.) BU;lfd Prnl.'m:l(!CJlI, fe'r Ine loan pfm:essing ,()nll.'~1 In whi,h (k..:hi'')lls 011 Ih\! environment ~;jtc!::ory and the bi\ pro.:::es$ are m<1dc, 5. For Ihl.' EDS. ~':I.' "nne\.~. 6. S...e 0t:.·UJI. par)!. l,J Operational Manual· Bf> 4.01 Page 6 of 6 7. LEG input is provided Ihrough the lawyer assigned 10 Ih(: project. 8, For sec lor investmcnland financial intermediary operations, B..nk and borrower $Iaff need !o consider the potential for significnnt eumul:1.IJve impacts from multiple subprojccis 9, Such a field visi\ by an environmental lpecialist may alsQ be desirable for some Category B projects. 10. Accord ing to Guid('lir. ...,·: St.-Ieclion ;lIld EmpluYf11t'nt of CDnsu/f:1nls by World Bank Borrowers (WaShington, D C.: World BOInk, January 1997, revised Septecmber 1997). the IT reviews the qualifi~lionli or and, if acceptable, gives a no'objection 10 any consultlnts. retained hy Ihe burrower to prep;m: the t:A report VI Ie $crvc on il paneL 11. For these two documents. see or 4,:Q~, Annexes!! and £ 12, Sec QP~~~.I~12, and I~!.. World BJink Polit:y I)D D/sclo!.!l!:.,u!!..lnforn1.t!t.i!!!!: 13. In exceptional cases, the RVP, With the prior concurrence or the Chair, EN V. may llUln()fi2e the appraisal mission's d..:po!l!JfiO.~ f'rl't,.'ll/iall ;JIu/ /lb;lt..'mL'llt }/;m,lbvok: 16. S~.: 2},::'~J~ 13 OJ, P,'U)L'C( SlIp"(lI;,i<)1/. 17. St~C (?~~!nJ> I 11.55. /mpl.·wnlf,tfi<)(/ COltlp/J:uim RqlOrllilg. 18, ':icc O'~tI:>P &.10. f'rvj<.'Ct f'l'l."Im;u/{ln F:/dlily. Operational Manual" OP 4.01 .- Annex A Page I of::' Of> 4.0t -- Annel A January 1999 These policies were prepared/or lise by World Bank Sf({(f and ar!:' no! treatment Definitions 1. l!'nvironmenra/ alIffil: An instrument to dl:!tennine the nature and eXlem of all environmental areas of concern at an existing facility. The ulldit idenlifies nnd justit1es appropritHe measures to miligute the ureas of concern. estimates the cost of the measures, and recommends a schedule for implementing them. For certain projects, the EA report may consist of an environmental audit alone; in other cases, Ihe audit is ptlrt of the EA documentation. 2. £m'irol1lm:nlal i!rlpenl assessment (£IA): An instrument to identity and osscss the potential environmcntai impacts of a propos~d project, evalwltc allernatives, and design appropriate milignlicn, rHilnagcmcnt, and monitoring measures. Projects and subproject:; need Eli\ tn lHldn;s=, important isslles n,)\ co\'acd by ,my applicable rcgioo<.li or sectoral EA, 3 [m'irwlmen.'ci/ /IIu!)ogellJl1111 plan (E,\JP). An insl;WT1C:n\ l'l. tunnels, rdOtal'lOn and access roath. borrow ami dispos;lI arC:lS, and construCtion cumps, as well os unplanned developments induced by the projl:C! (c g". sp~mIHncou:; settlement. logging, or shirting ". rlnn, or program. or with a series of projects for a pnrllclllnr region (e.g., an urbJf1 m<::i.l, a watcrshcu, Or a coastal zone); evaluates and eomp>lres the impacts against those of alternative optilltls; assesses legal and institutional aspects relevant to the issues and impacts; :) l'rO!"~'f d":'c!'!!Jt:OI1, ('.,w:cIs..:l) tksnibrts 111 .... prupuscd pmj .... ct and il:; gt·ogntphi>.:. cClllogical. ~cH.:iLlI. ,mJ t .... mporal cont\.':xt. including any O!'(SiIC Il1\>CSlmcn!S ihal may bl! rcquired (..... g. (k(h;~ll<;;d pipelines. :KC .... SS road~. p\}\\..:f rj~1I)ts. \\ah.'f supply. h,)Usi!:g, anJ rJW m~Herial and rr\)<1u;.;, storage :':\ciliti . . s). InJicalcs tbe need for nny n':s(:lI1cm<:n! plan or it:dr;,; . . nous peoples development plan 2 (s ....c also SUbp;1r:.1 (h)(\) bcl0\\) 0:onna!iy includ..:~ a map l.howini; the proj\:'\:t site :md \ht: pr!"j.:ct's area () r in nucm:c. (tl) BU.H'filll: dUlll t\SSCSS~:; the dimensions or lh~ study mea Uno d,;:scribcs relevant physiLal. hiologit;d. and sociO~t'()n(\mic conditions. induding uny chungcs nnticip:neals Ihat these objecti\'es rTIJy nO! be rcallzed. Lhe borrower shol1ld propo:,e follow-up mea5ttres that may serve as the basis ;~x cominued R:lIlk :\IJp.;;r.ision, .:IS th.: Bank d~~ms nppropri:lIe (set' also B.P J ! !, p;1r:!, 16) Rc~Ntlcment lnstruml'uts :25, A draft rC~t:ltkl11"n: pl::1:: lhal co!)k)rm~ tv thi" policy is a t,Jn~:ition 01' Jrrr:mal (S~o: "\011\.:~ ..:\, 'J!% 1',\(;\3, 2·11 i fN prolcc;s r" :'.:rr.:J 10 in para 17l~11 ab.,\,c 1.1 ! k,\\ C\.:r. \\ h<:~c i:T:pa.;;:s ,m tbe clHir~ ~ displac(.'d pOpU/:IIIOIl ;Ifi: nW)OL 1;" or h:wl.:r Iht.lf1 200 people at..: displaced. at~ abbn.:vi;l!!!'d t'l!scllkmcnl pl,lI1 may b: ;l~:rl!<.:d WIll) Ih,~ borrow>:'!, (se.: l:\t10~"L:\, p~r:.l ::::: I The lnt'orm.:ltlClI1 lbclosuro: proi.:o:cl1r.:s S,', :"Jrlh in par;.). apply. Fut .:I\,'ctor In\'cstm~nl t'p',;:atiOliS lhnt lTI:1Y ilwoJve il1volunl3ry rcscnit'mc:nL the Bnnk requires 111:11Lh~ projlCct 1111plemcrJmg agency scrcen subprojects to btl linanct'd by the Bank to ensure (heir C"l!1:.iSlenC) \\ ith tliis Oi', For these operations, th~ borrower ~ubmiL!:>. prier to ~lppraisaL a r,:~cl!len1crH po!ic;. fr::mlC\',vrk thOlt conforms to this policy (see t;\ml~\.1;\. pu:!S ::.'J·25). The [r:1l11t:\\orh abC! cstima:\!$. tv tht: extent feasible. the total poplliallon to bl! dj~riaC{'d and the o\'crall r... settleml~nl co,ts 27, For t'inorH.:iul intermedi:u: opcr:llions liw! m,l)' involve' invDJuntary re5e!tkm~l1t, the Bank r~quires thai the fmancial intermediary (Fl) screen subprojects to be financed by the Bank to enSllre their consis!enc~' with this OP For these operations, the Bank H!4Uircs that h!f\)n~ appraisal the borrower or the Fl submit III the Bank a resettlement po\ic:' framework conforming to this P0licy (see .Ann~Lc.., paras. 23·:::5) In addition. the framework includes (In asst!sStT'.enl of the institutional I:apacily and procedur~s of c;ll.:h of the F1s that will be responsible for subprOject finuncing. \"hen, in Ihe lS$eSSment of the Bank, no resettlement i:s envisaged in the subprojects 10 be tinanced by the FL a resettlement policy framework is nO( required. Instead, the legal agreemems specify (he:: oblig:Ulon ell' I hI.! F [s 1(1 ~)blJin 1',\)111 ti:..; pOlelllktl ~l,bhorro\\el's;.J. f.::s(;llh:mcnt plan C;)I~s~;;h'nt \\il\1 this polity if a subproject gives rise 10 fC$ert!cmelll. For all subprojects irm.,'ving resettlemr:nt. the restnlemelH plan is prv\'idd tl) th~ Baak fDr appn;h'al bl'fore the subprojt;'ct is acc~ptcd I~\r B.lOk linancing. ]!), For other l:3ank·assislt.:d project Wllh multiple subprojects 16 that may in\0hc involulltary r... st:ttlcm~nL lll,: B:lnk r<:l.jui:('s thaI a drati reseak'm~n( plan (unforming 10 rhh pdie)' he ,~ubmjtted 'f%' ......--------------------------------------------------- «; ~~. Operational Manual - OP 4,12 :1..) the Bank before appraisal of [he proj.;:cl unless, bec:lu$1:! of the nature and d~sign of the project or of a specific subproject or subprojects (a) the zone of impact of subprojects cannot be delcrrn ined. Or (b) the zone ()fimp~lct is known but precise silting alignments cannot be determined. In such cases. t!le borro\vcr suhmits II resettlement policy framework consistent with this policy prior to appraisal u;ee Anntf,x A, paras, :!3-::51. For other subprojects that do not [;:dl within (he .100\1: cnteria. J resettlement plan conforming to this policy is required prior to appraisal. 29. ror each subproject included in a projc!ct described in paras. 26, 27. Qr 28 thut may in\'OI\'l~ r..:settlcmenl, the Bank requires that a satisfactory resettlement plan or an abbrevi;lled resettlement ptan Ihat is con!;islcnt \\ ith the provisions of the policy framework be sliDmined [0 the B.:mk t~")f approval before the subproject is accepted for Bank tlnancing. 30. For projects described in paras. ':::6-28 above, the Bank may agree, in \"riling, that subproject rtsettlement plans may be approved by the project impkmenting agency or a f(:>ponsible ldo\'cmment agi!ncy or fimmcial intem1cdiary without prior Bank review, if thac agency has demonstrated adequate institutional capacity to review resettlement plans and ensure their consistency wirh this policy. Any sllch delegation, and appropriate remedies for the entity's approval of resenlement plans found nol 10 be in compliance with Bank policy. are proddo::d for in the legal agr.::ement;; for the project. In :.J 1l such cases, implementation of the reseulcment plans is subject 10 ex pOSI review by thl! Bank . Process Fr(1mel\'ork ~ 1. For proj~(.'tS invol\,i11g restrictkm or access in ilCl.'ordnnce Wilh p:lra. 310) abo\.:. the borrower rrovidt!s th~ Bnnk wilh a dr~ft process framework that conlorms to til\;' n.'I~\'Jn! pro\'isi0l7s of this 1'\): it; ;1;\ a C011Ji lion 0;' nprraisal. !n addition. ollfing project imple 1fIt!f1lJ!ion lnu before to en rOfl rng \}!' the rCSlrll'!iol1, the burro\\er prcparl!s a plan of action. acceptable 10 lh·: Bank. dt:scribing lh,: !ie mo;:aSUft.:'S 10 be undertaken to assist the displa\:cd persons and Iht: ~lrr:mg\:mcnts lor their Inlph.. nh~llt'lli\)n. The (11:1.n of aClion could take the form of 3 n;llur,\l resoun:.:::> m;.mas;.:m.:m Dian ''''''-'11.,,..(1 1,' , .. '" ,. (ir "\' '"l.'", 1'1"1..,; ~\,. \ I" -~; :.,' - ' ,\ssist:lnc~ to fhe B()rrowcr ~2. In furtherance of the obj~'cti\'cs of this policy, the Bank m,ty Ht n bom)\\t:r'~ request SlIpport the t".'1rrow<."r ~nd O!ht'f cnnccrncd entities by providing (,\} ;;!~Si5l~l1te to as!lCSS and strengthen resettlement [K'licies. strategies, legal rramcworKs, and !>rccific plows at a country, regionaL Or sectoral lc\d: (h! financing of It'chnical ilssiswnce to strel\gthen the capacities of ;1g~ncieii responsible for resettlement. or of affected people \0 p;lrticipate mOre effectively in resettlement operations. (e\ tinancing of technical assistance for developing resettlement po;i(ies, strategies, nnd !lpecitic plans. and for implementation. monilOring. and t:\'aluadon t'( resettlement activities: ilnd 33 TIlt.' 1'3;)1)).; in;I:' Jin;I!1Ce ;:i:!l..:r Ucl'mpUllclH of the main investmt'nt c:lllsing c!ispilcement and requiring rcsl.:ltlemen~. or a frr:~-slanding resettlement project wnh appropri:l.lc cross-conditionaliti:::$, rroc<.'ss.:d Jot! impkmt'nted in pora!\d \vilh the investmenl that CUlIses the di~plat~~rnent. Th~ Bank may finance rl;.'s.:nh:m~nt <:\I;.'n thOllgh it is nOI financing the- main in\,(:s!lll~m Ib;J1 f11akt's r~seHh=m..:nl n... ~:t!ssar:' . ~~------------------------------------------------------ Operalional \.l;ml.JJJ - UP .; I~ Page ~ ot y I. "Ban\;" incit:dc5 IDA; "! rt'l~v2.nt Thk g~oup~. O!l':.:r .:n"lrO!Hn~Olal. SCCi.;l1, ;llld e-.:orH)mic imp:,cl:' Ihal do 1101 1';:$14:( from b:1d taki:ll; may b: ii.i(mili~d ar,d JJdr~$5-.!d ,hr':JLf\ih cH\'irCtlm~IU;l1 :l5S 0;' aCCtS5 1';1 I'IJl\lfal rt!soilf(;cs under c()!'nrmHlIly-ba~cJ proJcLls, i.~. wl,.:re thl:' C0JllI1H!nHY :";$H1~ ;n~' ~\!)(L)r.::r.':-:" d~.!"'':IJJt:'~ \i.,.1 rc,stri(t acct"ss to tht.·~~ resour\.:l..:s~ pre,,, iJ~J {h~~l In il'\,~C").Sr:h~flt sMist'~\,,:~,-)ry to lht: B:ink eSI(l();i~;i(:~ tf):lt t.1~ .., ""I_':1':~IW';ily v ....<.·r. . l\)n .. I?1.1k.tng pl£H"1...' 5'SJ is :aJL'i1l1ah\ ~J}d lh.~t;1 pr!",IS P.(~~H:.:;' :t!-:,\' \,L'c'> 'Hll ,ov~r ,,~'\I~~O fr\Hli n.!l~r:\1 ,!l~;\,,;..:rs "a!. Of ":1,,,1 ;lrll'~ (S,,~ Qe'!IJ',~ :;.0, Em"r):;"llri Ret'·"'':)'" AJj;\'/W!(L) ~ f:I.)~ pt;rpo~c..; \>f'rhi'i >1:i ...Jluncafy,-. rth.\ut;{ ~h..':h.JH3 lh~a lna! be !.1ki.~I~ \\.',!hptH Jhti d'j,pb . . (~d (lcf\t:a's in1'll rm,;d ":ell1S~nl 1)1 p\)\,,'r ,Ii dlOlce' :; "Lmd" in\..luJ", an~ :;r,:m log ',11 or IXnnan.:ntly ;)fth(!d to 1;lrl\l. $1I,11 as bUilding;. Jlhl \:fe)l)', Tid, poli.;;. docs 110\ a;'[1ly to ,,( r::H:.~:\: r..:,OI";';O or: ;r tt:tfrO!1;II.)( (cglol1:11 k\/l:1 to P!t l l1l()l<: ihdr SUSli)in.Jhdil:, ;.u.:h rcg\:!;\ll'.~ns \\il!Nshcd ;,t, l'\,ln:l~""!i :1:\, ;;"'"11<'" ,1\,'· lli,IO~", 11\\0'11. f:shcra.::; IlHm;\h:I11CIU 11'~;j'lIr1.'\ ;0 lllldml!,C ,1!ld !I1ltlgalc Ju~,,:r~c so.,;i;d impacts. Cspcl.·;all;> liI,)s(' ,I)k,·:jf)~ Vill)f '''111 vuln.:!ahl~ ~nI\W" \i For ~hl' ril\0(~I\~" t\!'th\'o- I»~o.:y, :"volnt~L}=-Y r~strn.:l~\,;(l (l( a<.:c\.·s'{ t.:()\,~:,) r,-:~~rl~li(lil5. en tnt: U~'..· \,1' r::"li',:i~~> ini~\)5\.!'d \H\ r':l~pk~ L',,;n.~ .,l,lt:-,hL' l;~\.' :~,lr-\ \:.~ pr\~h':':h..·d an"~I, cr' ,Jr: Uh)Sl' tf.'tlO \.'(}{I(i;UH: L\'fl1g lno.:uh: "k~ ;>~lr~ t)f rj'Oh'~'h:d ;U(";l d\lr);l; ~Ind .liL.:-r rrny:(t ttnpk·n~...:n[.1;j0n In ~~i~;;S \\h~rc nc\\' pad.:) and pr~""l~tled :In..';'\~ ~t! .... (:,It.:':H~d;t~ p,irl (,;r,ht..' PfoJt:CL p~r~ljr.,. \\ h~, k}?t! ')~h:!:~;. land. or Dl::~f J<;~"'\~ J!"C t:\}\'~f ~tJ t;rhkr p~HrL )ta) P\.·r~fHl'i ~\ hn lO$~ ~he\t~r in c\'l!-lftng p:ltks. :lnd !,'·:~i",,·,,;~~·d ~lrr\'s ;n·: ~lht, ;:'(i\er·.."101 ,;:~~\!t p;1r~1 .';(JL L Th~ ;.:rf}jll!l{a1Y H>.·.H.·ul...·lI;\.,I1! SI1t1rl,'f.!j!;J{lk prl'\ id~s :;c(~d pr:lct,ce ~uld\lfl(;t,,: tv Stan en \h~ pf)ip,;y, : I "K"pl;r;,'l,'lIl.:m (",,:" ·., 111" m.::~hod o!lial";Hi(l!1 of ,b;ClS 11\;1\ hclr~ dl!t~(min<: lh.z ;;nll)IJ'" sUI1icknt 10 repi;'~c io,: .,.,,";\$ ;IIlJ CDV\:: 1<'i:'""CIH'!l .... o~;s III ;'Ippfying 111;~ )lkliltJd of valuMiofl. d.:prcci;l!io!1 u[ )lnIC/tU<.'.S "I,d :l55I.'!i 5houj,;j 1)(11 1'<: 1.;I;~" ;I\!" ~L~Pur\t ii',." 3 ..kt;!ikJ delinl!io~ of r~pl,,(ement cost. se.. Ann.;, /I., fnOl.10W I). r Of 1,)5><:$ lhat canON .;,\sily b. vn;u.:d M CO!llpc'I~:':H,'d:'.'f 11\ rIltlJl<'I,!ry 'rrnl~ (.:,;;,. itCcess to public $~fvic"s. Cllsl()m,,~~. Jnd s\ippll~r$: ()r 10 :',~>l,ill", :,:r:\/'II\:;. '5 f"'':51 ;:tl':lj',plS ;He mad .. (0 ..:s\,\oli:;h aCI:c:'s:; to <:"luivalen: ilnJ t.ultul'.lily .1Ct:;:Pl.:ll:;>lt: r::SOI);C,'" .,r.,;;\·,J, .1;1\.! ~arnil1l:! 'lrpN(Upitics Wh~rt dN:1~Slil: ia ..... dots liot mr:!. ,:0:11f'cnsoliioll tP,kr d,\r.'l:$:ic l.l .., "';;lppl.:l11\:l>lcJ b 7 nddifionnl rnC:\~llres m:,;:csSlIry to me.:! I~"': lcplJ.ct'mcnl (:c~t ;,'.~.:.n,,!ard. St;...:~ ~.Jdnh)fl~';~ ~~~:sr;\!H:t' ~~ distif!i.'l ('r<-lfH "cs~'t(f!ftlCM! ~ls$islanCC to u(;" rro'f,:df.,.ld tJ1}('k! f)th4.;'J' cJJws>,'s t,f para () I:: If Ih~ re~,ljllall'r ;hc ,,>;~<:! t>t'If;g l:lkcn :5 no! economk:1!!Y \'labh:. c(lmpcllsmiol1 ani ellher rescHllt'~'.:r1! ;\SSlsl11n,c af,' prov;dt,;J ;:H. 'ftht t.:~:ln: J~"t'( h~J bt,:\,;'~l \a~t!n, . 3 Th<.' ahern;)1 ',,' a~).:l.l '-':-: ::>r(i\'ld\:.: ,,\ It·, l\d~I::;Jk h:n::n:.> lrrafl~t'mt'nI, The' CO$I ,;·f ,1J!~milli\ c rolt'knl'Ji )Wll~lnu. H':';"iIl~ ,;lIe" b\lsin~$, Fell: I)"", ;lIH 1.)grlcultu,,;1 :;il~s W h~ provided can be ,.;L o;t' ;ltc"!Il;i.1J] .1~ pdr! 0(,11" - ":~"IT',P("ft~;ttiDn PJ~ at'h.' I:):' t:~e ..:('~respllndf~1g. asset k'~L :..: Sud\ SIJPP1.1n cnukl !;\~~ th~ L'frn ()(,llOlf-{t!rm j{Jbs, suaSiStcfl.;t: SlJPI'NI. 5JI,:f: nwirHl!n:ln,<',lr ~jl1JJi:lr ;mangen:enl'i i 5. Set: QlI Illl~ ,1.10. h:,fl,"':I;:lIl1 /,,:1)1'/(1.' 16 SC~ o.t.~J).j, .\\//111'(11 H.,t"/hil;' j7 .. \~ a g~rll'r~r prin,·ip!e. this applies iftht land t;ll\t!l1 CC.1stiWllt5 It'SS Ih~!n ;;O~·c l1flhe 10:.11 p10olJrtivl' area. I ~ r:~'b 1~,l'; d.i Ill'l ;l['P:: ·· , ;':I~ ,.,vt:r ... d Illilkr r;',ra. ifh) <'f Ihis floll.::\-' Th~ ~\II;i"i"I:..~r"",rlJ Il'! di);Jlacd nersoos ul\d~( ~ d1) :If.! (,0\er~d lIn;l~r the prOCeSS frtlml!wQrk (sct! p~\ras, 7 .lIlt! 30 j, i'l, S(l..:h d,llllh ":\'IlIJ \1<: ,j,:n,ed trvlll athcrse P{1,S\!ssil1l1. from ~"mi!lu<:d possession Qf pabi;c 1::mJs II i!J,\)U! ~"'\<:rn:lI~m ;1..:11',':', l<'r!.'1 I~,:,':i 'lhaIIS, \\llh Ihc implicit k:tvc of thl.' :,!ov of such groups are being consider(!u; (c) propo!;cd critcri,l t{)r digibilily or displ"ccd persons for compens:HlOn and olh..:r r~sel\ km\;nl (Issi~;'H1cc·. I J} lhe k\J;;ibi! il)' Qr lhe proposed resettlement measures, including I'ro'.lsions lor sites if nl.!cd(.'d; funding ti)r all rcseukment activities, including provision of cotmtcrp(lrt funding Oil lIn ;1l1i1l1al ba~!~: \~1": kg:\1 framework; :md implementation :lnd monitoring nrr~\I1g<:mcnts: Jnd k) it' sun·l<.:icnt land isnot available in projects involving displaced persons whos~ livdihooJ~ arc blnd-hasd.illKl fQr 'whom a :and-b~l$~d rcsclllcm..:nt slrJI<:gy is (hI! prcfl.'rrcd l'ption. Ih..: cvid..:oc.c or lack L)r a~h:qua(c land (01'.4.12. para. 11). 6. For projects with impacts under para 3 (b) l')t' ell? 4_J 2. the TT asst;sses thl.! lollowing during projccl prC1X1[J!ion: (u) the e.\tent w which project design alternatives and options to minirnile and mitigate involuntary rC5cUIemenl havl!: been considefcd~ and (b) progress in preparing the process framework and its adequacy in respect to 0l:.-.4..J2, Including Iii\! 41l.h.:quJcy of the proposed partkipatory approach; criterin for eligibility of disp1;H;cd persons: funding for reseltlemef)t~ the legal framework: a~~mentation and rnonituring urfangcrm:nts. . 7. Th.: TT m;l) :L'<.\",':il ,) m..::lill';; wi~h the R~sc!t!cmcnt Committee to obtain endorsement of. N guidance on. (~l) the rn,mner in which it proposes to address resettlement issues in a project, or (b) clarifications \.111 th;: application and scope of this policy. The Committee. chaired by the vice president responsible for resenlement, inclUdes fhe Director, Social Development Departm~nr. J ro::prc!il:ntativc from LEG. and two representatives from Operations, one of whom is from the sector oCthe pruject bl.'ing discus~e(L The Committee is guided by the policy and, among other sources. thl! fnl'o/unr;Jf}l Rt:st·ttlt:mr::nr Sourcebook, which will bt: r~gular!y updated to n:ilcct good pr~lclicc. ""'---------------- Opera.tional \tnnuai · BP 4.\2 P:lge :; of .) Appraisal 8. The borrower slIl:>mils 10 the BUllk a resettlement plan, a resettkment policy framework, or a prates!) framework thol conform with the requirements of or 4. t 2, as a condition of appraisal for _ projects involving involuntary resettlement (see 0f...:!.J.2, paras, 17,) I). Appr:li~.11 may be authoril.cd before the plan is completed in highly unusual circumstances (such as emergency recovery operations) wi:h Ihe approval of the Managing Director in consultation with the Rl.'scnlemcnt Comminec. In ~uch cnst:s, the TT agrees wilh the borrower on a timetable lor preparing and li.lmishing \0 the Bank the relevant resettlement instrument that conforms with the requirements of Ol)...l, iJ. Once the borrower officially transmits the draft resetth:ment instrument to the r1:.mk, 8ank staff- including Ih~ Regional r\!settkmcnt specialists and the lawyer-rl!vie\v it, determine wht:thcr if providl.!s an adequate! basis for project appraisal, and advise (he Regional sec/or management accordingly. On.:e approvullbr 41ppmisal has been gwmed by the Country Director, the TT sends the drnn resettlement inslrum..:nt to th..: B(mk's InfoSi:hop.1l The TT nls,) prepares and sc:nJs the English language excnItlve summary Qt' the dr"n rCsctl!cfncnt instrument to Ihe Corpor:l1c Secrctllri:lt. under or covc.:r a tran\irnittal memorandum conlinning !hut the executive somm:ll) and Iho.: draft tl!scltlcmcrH inSlmml.'nl nr..: slibjl.'ct II..) change during appraisnl. 10. During rrt'jec! appnmal. the Tr ilS$l!S:;'C::; (.1) Ihc borro\l,'cr's commiUn~ll\ \0 nod capacity I'M impkmcnling the r":::iI.!Uh::ml.!t1l Instrumenl', (b) the tcu:>lbility 01 the proposd mc~\surcs lor or impruvem..:rl\ or rl!SlCr~lIinn livelihoods and !itam.hmj:; of living: (C) u\'uiJ:lbiill} ur dO\?qualc \:ollnlctpnrt runtis for rC:icltkmcfit :tuivitics; (d) signitk41nt risks. including ri$k ofirnpovcrishml.!llt. (n)111 inaJcqualc impicmc.'nl:l! ion ",I' the rcsl.!llkmcnt instrument; (~) com.lslcm:y llr lhl.! rroflns~d fcsl..'llkmcnt instrument wilh the Projcct tmplementation Plan; and (n the adc\{uaey 01' mrangcmcl1(s for iml.:rn'll. :lml i r ccnsidcrcd a['lpropri:uc by the TT. indcpcmit.mt m\)ni[orjn~ lInJ evaluation of Ihl: . impkmcnt;ltion of the n.:sett \.:I111.:nl instmmcnl.' The TT obtains II'..: conl.'mro.:m:c of Lhe.' Region;,r .social ;,!..:v .... l\lpmcnt llnil o.nd LEG \Q (my ..:hangcs to the dr:llt n:sculcmcnt in:;lrLllncnt during projl,:.;t apprai~,,1. l\ppmis.lI is c:\)mpkt~ only when the borrower ot"ticinlly lransrni{s (0 the Bank the /in;]l dran resett\cment instrument conforming 10 Bank policy (Ql!_~.12), I!. In ihe Pw)cd Appmi!>;)1 Document (PAD), the n describes the rcsl:ttlcml!nl is:,lIcs, propl.,sed rcs\!\tlcmenl 'lnstrument and measures. and the borrower's commitment to unci institutionar .:lnci tinanc:inl capacity for implementing the rc~etllement instrument. The TT als\..) discusses in the PAD the feasibility of the propost!d rcsdrlerncnt measures and 'ne risks associaleJ: \vith rcseuli:ment impiern<"nt.:l!io/}. In the <111M., 10 the PAD, the TT summarizes the resettlemenl provisions. covering, inter alia, basic information on affected populalions, resettlement measures. institutional arrangements, timc\:.lble, budget. includjn~ adequa.te and timely provision of coulHerparl funds .·md performance monitoring indicators. Till:! PAD ann~x shows fhe overall COSl of resettlement as a distinct part of proje<.:t costs. 12. The project description in the Loan Agreement describes the resettlement component or Til,; kgal ~lgh·':m('r.:$ provide for the borrower's obligation !O curry OUI the relevaot :iubc()ll1pvn":l1l. rcscllkm;.:ni inSllumelll and ki:l.'p the Bank informed of project implcmcnl;l\ion pr~}gress.8 At negotiations, the borwwer and the Bank agr"::e on the resenlemcnl plan or re:-;.,;ll!emcnt policy fr;lmew\lrk ur proCt;SS framework. Before presenting the project to the Board. the TT confirms IhJt thc responsibk aUlhority of (h~ b()rrQ\';cr and any impieml.'ntatlon ogeney h,l\ t.! provided linal approval of thl.! fI.:k\·Jn! rcst'uh.'ml!nt instrument. ~~----------------------------------------------- Opcr:\tional Manual - BP -+ 12 Page -' of:) Supcnision 13. f{t;:cognizing the itnpC'rtanc~ of c!0:,1: nnd 2 freqtlcnt supcrvislOn (0 good re:;~ltfcrnt:!nt Oll[COfJl~S. the Rt:.:gional vice president, in coordination ",.. ith the relcvant country dir!!ClOr. ~n$tlres that appropriate measures are established for the effcc~ive supervision of projects \lii:h involuntary fcsenlcmC!'nt. For this purpose. the country director allocates dedicaled funds /0 adcqua/ely supervise rcsettlement, taking into account the magnitude and complexity cfthe resettlement component or sl!bcomponent nnd the need to involve the requisite social, financial. legal. and technical experts. Supr:rvision should bt: carried out wilh due regard to the Regional Action Pion tor Rts\!'ulement .. LQ . upcrvlslon, S 14. Throughoul project impicmcnrnrion the TL supcrvises the implementJ:ion of the reseukrnenr instrument em;unng that thc requisite social, fimmdal, legal. und technical experts nre included in supervision missions. Supervision foclises on compliance "vilh the legal instruments, Includingrhe Pruject lmpkmcluation Pbn and the resettlement in:m~lmC!1I, nnd Ih.e TT dIscusses any deviation fmm the agn:ed instruments with the borrower and n:ports it to Region;)! :vlann:;:cm.:n: fur prompt corrective action, The TT regularly rev!!!\\;; (hI.! inll.:rnal. and where IlppI\cabll,), independent moniloring rl.~po:·ts 10 ensure thai the findings and recommendations of thc monitoring exercise Zlre being inCOrpOr:lICd in project impit:mcnl.Hion, To Ibcilil:lIc alimely response tv probkms ()r opportunities that may arb;,: with respeci \() reseLllcmcnt. Ihl! TT reviews proj,",cl n:scUkml!flt pbnning and impkmenl<1(ion during the C<1r1y S(;lgcs of prop.:cl impkmcnlnli(HI. On the bnsis of Ihc findings of (his review, the 1'T engages the borrower in di:;ellssmg amI, If ne-:t;;~;lry, ;':mcnJing the I'l:h!vmn resettlement In:;trumcnt to nchicvl: thl: uojecti\ cs or 11m pl.d:cy 15 For proje\;\s W\~I\ impact:> t.:ovlCrtd unuer para 3(b) or OP 4.12.1111: Tl :.l~,:-;c:;s..:s til": p!~m obelion 10 ddcrminc the feasibility of the mcasun:s 10 assist (he dj~placcd pCiwns IP Impr0\c tm m~rt! or !ht: cxtcllilo which n.'5('~·lcmcm objl."..:ti ....!s wen: f<':II;ir...:l! " Ill.'rr,\:\lly ImscJ on a sodo<:curlomje !iur ......;- of ;,il'<:clcd people condu<'lcJ at lh~ lime of fm,lj..::.:r c():nph:li"f1, lind l;jk"~ inlO llCI;Ollnl the ntcn\ of dt~pl~H:cm.;'rH. ;\milhc imp;\cl of:hc projed on the livelihoods ,)f displ;\,;t:d persons and ~n)' host {";onltfl{Hllrics .~<-------------- Operational \1anunl - B? 4.36 Pagclof2 BP 4.36 Ja nllllry 1002 , ThesE:' procedllres \:~~e p/epared.fbr lise by World B~nk ;;aj/and are nor f/('ct'ssoril.v (/ complefl! In'(/l!llenl o/t;,e suhject. Forests !F~~tc:; Of 11011 BP .'-36, Fortst.v, rcplace . or and Gi' -4,3<', Fore...,,.)', dated September !99J .. alld an: based on A . '. l'=:; ' cu.u,,~ i !Rl!v;sctl Fonsls .slf"f81.'y/t>r the Wurld Hi/II'" Grollp. endorsed by the lJonrd or EncutlH Directors on Orlobtr :'1, I '1001. Olher rdaled B;\Ilk pOlicies include or ·1.0 I, E"nvirollmellflll A.fSf!MU/CfIf, OP ·1.0 .., -"awful IIrrMftJir, OP I 1/"1 ·. h.Jig,,,,,m ,,.pk.<. or 4.11 ((.,"n.m;··)· .\I.".,,,",,,, of hopm]> in. Bun'.F!>,"""d P"j'm. . !alld OP ".12, IIwulllll((/rY ReStffhmlelll. Thfse or and BP apply 10 al/ projects r~r whIch :\ PrOject COflcept I I .I He\'iCW takes plaer :lr~cr January .,,2003. Questions mIl)' be _Dddrrssed to rhf D,rrcIM. RurJI Dtvelopnlen! :,Oep:lrlmcnt, or the DITectllr, Ennronmenl D~ar(me~t, ESSD.... ", ' " I! -.-J} I. When (h~ Hank id~n(i!lcs (he rotcnti:d t~,r its COllntry Assislance Strntegy (CAS) !~\ h:lVl: a signilic;lnr lfnpaC! ll)](I[1 rorl.:s(s, (he country dcpnrtmenc ensuI"Cs thaI the for,'SHclateJ concerns Me appropriately addn.!!iscd in the CAS. Project Pr<'pMlItion ~, Early in rroJCCI pm..:~%tng. thc task tcarn UT) consults with the Regional Cn\'ifor.rncmuf sector unir aml,;\;-; ncccs.~ary. with [SSt) lind other Networks 10 iJentit'y forest iSS~l\':~ likely to ari$c dlJring the pro.lec! J. ror cach projcl.:( (on:red undcr the scopc of the policy :IS sct forth in OP ~.3ti. par:.!. 3. 13i1nk $Ia:l ensure that an EA category is assigned in accordance with the requirements o(()I'.I[3P 4.0 I, Environn1cmal r\ssc$smcnl. :\ project with the pN~l1liaJ for conversion or dcgr:ldalion of nalural (orcsts ur l~lher nalural habitats thaI is likely 1(1 have signific:1nl advcrse cnvimnml.·ntal imp<1cts Ihill arc sen.sitl\c. divcrse. or lmprcc..:Jcolcd is classiticd as C1!cgory 1\; projects ~)lhcrwi:;c invol . . ing rorl'SI~ 0r (.lthcr f1o((lral habitats ilfC classiticd as Category S, C. or FI, depending on the lype, locution, sC!1s·ttivlly. :md scnk of the project and the nat lire ami magnitud\.· of its em ironmcntal irnpncls. 1 4. Dllring projc<.:( rr..:paration. the TT ensures Ih~lt the borrower provides Ih~ Bank with an aSSCS5ment of lhe ndcqu,lCY of land usc allocations for the management, conservntj.,m. and SllsI3inabk dC"e\opmenl of forests, including any additional ~ltocations nlC'l'dl:d to protect nitica! forest areas. This assessment proviJl:s an invcnt()ry of such critical forest ::m:Js. nnd IS under1aken at ;1 spatial seait.' IhJt is ecologically. socially. Hnd ctllttlrally approprinte for thc forest area in which the project is located. Thl.: assessmcnl involves all affected partks in accordant ..' wilh Qf:. 4,-O~, /\futuro} lfubi((I/.\'Z, and is subject to indepcndem scientific peer rCYie\\,.3 In addition. in accordance \vilh QP 4.1 :1,. Involuntury Resettlement, and O"p'lae 4.10, lndigmo/lJ Peoples. the IT ensures that the borrower ilSSCSSC:) the jX1tcntiai impact of [he project on local communities. including their lcg:lI rights of ;t\,;Cess to. :lnd usc ot: deSignated forest areas, If the projeC't involves investments in rorests under (W ::I}6. par;), 11, ihe TT ensures Ihnt the borrower also asscsst!s the 1¢ gi"ing ur pr~fcr":IKc to sm:!lI·scalc. cOnlmunity level harvesting appro -tJ6. paras. \)(0) Page I 01 ,::. OP 4.01 - Anl)ex C JanuOiry t999 These policIes Here preporl.rd fiJI' lise by World Bank 5lC1ffand ore nOI ncces.\·a/,il.v L1 complete ;,rea/ /IIel1! o( flu: slIbject Environmental Manageluent Plan 1. A project's enviwnmt:n::ll management plan (EMP) consists of the set of mitigation, monitoring. and institutional measures to be taken during implementation and operation to diminate advt:rse environmental ;:md social imp nnd Ih~ condilil:\l1s under which it is n:quired (e.g .. t;':,)OIinllously or in the o,;'.\;<:dur~s. ;!s aprr,'pri:lt¢: ,d! pl'~)\ ILk, L::bg': \\ith any other mitigation pl:m:, (e.g .. for invo!unt~lfy rcsctticme!1l. indigenous Pwples. or cultural property) required for thl: project. ,1/OIIIIOI'Ilig ~, Ell\ ir,J!1mcntal monitoring during project implementation provides information about key ::n \il(1nmCnlal u:'ipectso f lh~ projet:t. prlrticularly the enviroli!n\!otal impacts of the project and the I'ff~cti\t.~nt'sS ofmitigatil\11 measures. Such information enables the borrower and the Bank to ,'\ ~\Ili~ill: the succt:S!i Qr mitigation :IS pari of Pfl)j~ct super\'isiol1, and allows corrective aCllon to be taken \\111.:11 Il~edcd. Tht'refo;e. lht: EMP identities monitoring objectives and specifies the type of mOnih)ting. with Jinkag~s l() the impacts ns.sess~d in th~ SA report and the mitigation measures dl.:$cribcd in the E~1P Sp:!citically, the monitoring section of the EMP provides (a) a s,~cinc description. and technical details, of monitorinb: mC;'ISUrI.!S, including thl! parameters to be mea~\'ired. methods tv be us.:d, sampling locations, frequency of mt'US'lfCn1t"nts. detecti · ilmi[s .)n (\\ here appr,)priall.'). ;lflJ (.k(milion ,.f tlm:sholJs lh:.lt will sign:.!1 the l1ec:d for corrective ac tions: and Op~ralionaJ Manual - OP 4.0! -- Anne:\ C Page 101 2 tbl monitoring and reporting ;:>rocedmes [0 (i) ensure early detection of condith.'>ns that necessitate particular mitigation measures. and (ij) furnish informotion on the progress and results of mitigation, Capacily D.:ve/opmc!I1r and rrtlining 4. To support timely and effective implementation of environmental project components and mitigation mensures. the E['vfP draws on the EA's assessment of the existence. role, and capability of environmental units on site or at the agency and ministry lc:veL J If necessary, the EMP recommends !he establishment or cx.pan:;ion of such units, and the training of staff. to allo\v implementalion of EA recornmend~ti0ns Spt~cilicafly. (he E:vrp provides a specific description of institutional ;mang\:!fl1\!nts-\vho is responsible for carrying oUlthe mitigatory and monitonng measures (eg .. for u;:,crc;lion, :;upenision, enforcement. monitoring of implementation. rem~\iial (lcrion. financing. rtponing. and stlff truining) strengthen environmental management cap,lbliity in lhe agencies responsible for impkmcntatioil. most EMPs cover one Or more of the following additional topics: (a) technical tl~siSI~l.'1cc' programs. (b) procurement of equipment and supplies. ilnd (c) Nganiz::niol!ul changes. Jmpil!ll1enlCllioll Schedule lind COST Esllln(llCS "5. For nilthr~~ aspects (miugativn. monitoring. ,md capac;:y development). the E\flP PrQ\'ides (a) an irnpll!mCl1lalion scbedtilc foJ' mensur~s lhat must be carried Ollt J:; pJrt or the project. showing pha;;mg and cooruina!ion with (\\emll project impieml!nl::ltion pbmi: and (b) (he capital and n':CUITt.!tH C0St t'slim::Hes ~lid sOt!rct:~ of fends for implementing the EMP. Th-:s~ ligures nrc also integrated into Illc total prc>jec! cosl \'Ihlcs. (1. 'I'll", t.orrom.;r· s deL ision to proe..:.:.:.! with ;1 rn."lj..:ct. and the BJnk' $ <.kcisioi1 t(\ :i:lrp0rl 1L :lr~ pro.:diL:!LCd in p~1rt on the e~pccl;)tion t!i;,tl th~ E:'-1P \\ ill be c:-;ccuted efft'clivdy. COllscqu>;.'lltly. Ihe Bank e"peets the plan to he sp... dfic In !IS d,,:sl.:ripti~)!1 or the individu~ll m1tiS:1tio:1 :lnd m!)nitoring _ l11e aSUf:!S ~:1d i (;; ass I:;n::1('ol o! mstl\ lItiol1
  • m:ly b~ pre~t'nted ,1S two Qr three ~, illvolving rcnablillatlol), upgrading, expansion. or pri\'~tiza!ion of existing f~ciiHh!s, remediiltion of t'.1(iSling ~nvir\Jnmenlal problems m;!y be more important than rnitigmioll ond tr.cl1itcrin~ 01" expected impacts. For ~u;;h pr<'ject$. the mal1t t,,:lIi:lgl:mcnt iS~lIc:; that thc :":A will add res!>. for Category A projects. the TT reports in the i'ylvnth~v Op<.'mliol1af SUl1l!1wry Ivr B:/Ilk lind fDA Propos!-'d Proje'c(s (MOS) \\hcthcr tllc prvjcct (a) \\ill liMncc procurement ul'pcst control products din:ctly or will provide credit that may be us;:d 10 rmr~hasc pest control products (and whelher .my spccitic products art' I!xcludcd from lin:mcing), (b) will finance goods or sc\'viccs that significantly change pesticide use patterns. or (c) includes components~inchlding support for dcvelopm*,nt and implementation of intcgruted pest m~lI1agcment (IPM) programs-aimed at reducing environmental and health hazt cuntrQI products or mdhod~, or (0 specific cnliironmC'nt:ll or health Cl'ncerns (e.g .. proximity of Operational Manual - BP 4.01 -- Annex C Page 2 of J protected areas or important aquatic resources; worker safcty), A pest management plan is also developed when proposed financing of pest control products rcpresents a large component of the . 6 proJect' 6. A pest management plan rel1ects the policies sel out in OrA.09. Pest Mnnagcmeflf. The plan is designed to minimize potential adverse impacts on human health and (he environment and to advance ecologically based IP~!. Th~ plan is based on on-site evaluations of local conditions conduch:d by appropriate technical specialists with experience in particip1\.'1 approach. I. Fur thl: p\lrpQ~<:~ (,f thiS ~;~\t~IlICllt. "~:w\rOf1mcntal "ibnit!canCl~" "'~l'S iniO ,lc.:nunt tift: inlp.I':!> (Int:ludir.,; bcndib) on fHIII1;m hc;:lth. 2. I:or (lwironmcrol;li s~;,·cr.i'lg. S<':l: (?!'.:to..~~ e.:!!.!!.:.II. 4 S.:c 01' ~.lli. Allnn C 5. Pilrticulilrly 'iueh crop' ;15 ';OltOll, vcgctabl<;s, frllils, and rice. which ;\tc oll\;n .1.~Qci~(cd witl, heavy llse of pc~tll'iLk( , 6. A pest rnan3g~m~!"t plan is nol rC{luired for the procurement or use Qr imprcgn:)lcd bednCIS I'or m::\I:Hia control. or of WHO Class iii insectIcides for inlrodoll1ictll;uy spraying for malori;! control. . i. Oallk ~IJff con JC(,~5S mN~ information from the BQ.y'.~~_b$ite. fuA 8. HaZilrdclIs produ.:t5 inClude pestiCides listed in Class 10 and lb of Ihe World Health Organiz..tltion (\VHO) Clilssifir;:llIon (If P<,:;oddl.'s by H;1Z.7rd .1ml Guid.:lincs to CI{lss/ficorion (Gene ... a: \~. HO, /994-95); materials listcd in the liN Con:,uiia.Jtt'rj List ofProdur:f$ Wbosv Consumption :mdlor S;)/c havc been B:mned. Withdr:JIV/l. SC~'~'r('I)' Rt'Sff/CIt'J. (Jf not ApprOI'r!U by Gon:mments (New York: UN, 199..\); and olher maleri<11s Ihat ore b:ll1rtrd or severdy fcSlri('/cd in (he borrower cOUllIry because of I:nvjronmcntal or health hazilCds (see Ihe country's nalion:!.1 pestidde registration list, if it has one). Copies of the WHO classification and UN list, whi~h arc updated pcri'.ldically. are available in the Bank's Sectoral Library_ Slaffrnay consult the Rural Deveit1pmcnl [)~'PJ{W!l':1l1 for runner guidalln: 9. Loan condition;1Iir;. may be nL'L'dcd 10 ensure the t:fr~c\ive impkmentation of prOject comp~l!1_ to) prl1f.h:rlj ,)per:lIing and/or con~lruding p~sticide slorage or disposal facili(ies, (I;) agreeing lln a lime-bound pro~ram to ph;.!".: out u~c o! an und~s;rabk pcslicid~ and properly dispose of ,my existing >locks. cr (d) miti of groups, organi~;lIiom; and local cnmmunilics. al'i'eclcd by Bank-financed 6 I1lciuJing loca! nongtwcrnmcntn! prujecLs involving. IlJtural habilats. and to involve such people in pl.mning. dc:.igning. implementing. monitoring. and cvalll;lling sueh project~. Involvement may int:lllde identifying appropriate conservation meilSUfCS, managing protected arcas and other natural h;,lbilats. and moni[(lrin~ and CVal\Hlting specific projects The Bank encourages governments (0 provide such people with appropri"tc infonnalion Jnd incentives to protect natural habitats. 1. S.:e d.:i1nition:;, !II AIIIIC\ A 2. "Bank" includes IBRD and lOA. "leans" includes IDA credits ilnd IDA grants. "borrower" includes, for guarantee operations. II private or public project sponsor receiving from anolher financial institution a loao guaranteed by the Bank; and "prOJect" includes alloperr that project. The term projeci tncludl!s "II cornpO;,(rHS of thc pmju.:t. regardless of Ihe sOurce of fmal1":tng, The term ··preje..:t" al~() 1I1dudt.!s projects (llltl compon.:"I!> runded under Ihl! Global Environment Faci1il}' (G!:F). but does no! include Gff projW$ exCtUied by or~ar\lllltions Idcnlililtd by Ih( GEF Coum:ii us c!ligibk Ie) \\~'rk with the GEF through ... xpand~d opp!)rlunlti~s l'or pro]!!C! prepilr:lIIOn and implc"lTIcnl. 5. Sel! 0 P'RP 40 I, Environm4'nlo/ A ,~:;I.'ssm"nr.for environmental assessment itl subprojects. 6. See OP/!!.~ 4.10, Indigenous Po'op/cs, wh.m local cQmmunities indudc lildillCnolJs p.:opk:;. Operational Manual ~ BP 4.04 BP ".0" ZOO I JIlI'IU;lry rocedures were prep.m:d l'or usc by World Bank siBff ..md 8re not necessarily a complc:re frea/ment of the :;ub eel. Natural Habitats This Bank Procedures statement "as revised in August 20Q4 to reneel the h:rm "development policy Ien.:!ing~ (formerly adjustment lending}. in iJt.'cDrd:mce wj!h Qf!Jlf 8.60, issued in AUgU511004 ;1"'0(1:: OP and BP 4.04 rcphlct the carlier n~rsion~ dated Septtmbcr 1995. Questions should be 31.h.lressed t() rhlt ~cctor. Eovirllnrncnt Department. :=m·· h M ._ _" _ · Project Pro(:cssillg Project Prcpllr:Jfion l, Eady in the preparation ol'a project proposed for Bank' financing. the task tcorn lI;"dcr efl.} c,m~tlllS with the Regi<.lnul environmental sc<:lor unit (RESU) and, us necessary. with (h..: LnvironmCllt Department (ENV) and the Legal Vice Presidency (LEU) to idemi!'y naturJl habitat issues likely to arise in th\! pmjc.ct. : ;i: as par! of the t:nvironmcnwl assessment process, cn .... ;ronmcnwl SCTt'L'Wllg indk;)!cs Ihl' pot..:ntial for signi tkant conversion or degradation of critical or other natural habitats, tht: project is dassitkd as Catcgor~ A; projects otherwise involving natural habitats urc classi!kd as Category A 'I ,)f 13, depending on the degree ofthc1r ecological impacts: ~, Other forms of mitigation measures ft!ferred to in the last sentence of OP 4.04, para. 5 are acccpl~d only after consultation with the RESU, ENY and LEG, and approval by the Regional vice president O<.VP), 4. Na!tlral habitat rompon~n!s of a project ore Jinked as appropriate to the schedule of implementation for the project. The costs of conservation of any compensatory- natural habitats are included in the project's financing. Mechanisms 10 ensure adequate recurrent cost financing arc ll1Cl)rporateci int(l project design. Do(;umcflll1t/OJ1 5, The TL identities .my natur,,] b:lbit;.)t issues (including any significant conversion ur degradation lhilt would take place under the project, as \vcll us any other forms of mitigation measures propos\!'d under !he last senlence or DP.A.lH. pam. 5) in the inilinl Project InJbrmallon Document (PID) and in l Ihe carly versions of the Environmental D. ua Sheel. Updated PIDs renee( changl.!s in the natural Operational Manu::).1 - BP 4.04 Page 2 of:; habitut issues. Tne Project Appraisal Document indicates the types and estimated areas (in hectares) of affected natuml habitats: the significance of the potential impacts; the project" s consistency with national and regional land use and environmental planning initiatives. conservation strategies, and' legislation; and the mitigation measures planned, 6. The Implementation Completion Report 4 assesses the extent to which th~ project achieved its environmental objectives, including natural habitat conservation. Regional and Sectoral EA Reports 7. Bunk sluff identify relevant nutural habitat issues for regional and sectoral environmental assessment (EA) rcpom. Such rcpom indicate the prescnt location of natural habitals in the region or sector involved, analyze the ecologicnl functions and reJative importance of such natural habitats. and describe the associalcd managemem issues. These analyses nre used in subsequenl projccr~ specific envIronmental s<:reening and other EA work, Role of Bank Stuff - 8, RESUs coordinale the a~sist pr~paralion and use ot' any 5:lIppkmenlary critical natunll habitat lists and with projeci prepamtion (inclliding Et'\) and supervision when requested. ENY g~tides TLs, country departments, :md RESUs in implementing O.rA,Q:4 by disseminating b-:!i( practices nnd providing troining, rcvil.'ws, 'l(.l\'ic~. anu op!:mliQoai support (im:llltling S(lP(!I'\'i~ionJ. I. "U:mk" ii)d\lJ~s IBRD umllDI\. "ioan:;" im:lud~s IOt\ r.:r~t.Hts .\Ill! 11M granl$, "oorrow.:r" includes, ror i!.u:lranlc~ 0r.:r:HIOI\S, a pnv,n;' or puhli~ rr(\]I.'CI srousor receiving rrom :mmhcr linam:iJI imll\uli('r, :\ 1('1:'10 gUil(;'lI'l!ced by til..: B;ll1k: :lnd "pr()j\!ct" indU(ks all operations Iin,ln,cd by 1},lI\k loans (including projl:cls under lldaptabk knding, mJapt,llik program IO;IIlS [l\PLsj :l1lU learning and innovation loam, !L1Ls!l or guar:mH.-es ell,cpt pmgr:lrn$ ~uppo!'lcd under dcvdopmcnl p'0li<:y IC1H.ling (with respect 10 which environmenlOli cDnsidcrallon~ ;w:- $.:1 OUI in OP/IW 8.60, D.'\dvpm<'nl Pultq L<.'11,jillg) .md debt alld debt service ('pCraIlClns. The projeci Ilrmr.ced by :\ [l;mk loan is described in ::;chcdulc 2 10 the to:mfDc . . clopmcflt Credit Agree/m'nt for thaI projc.:t. The term project includes all components or the prOject, regardless of the soun::c of tin;)n!.'ing. The term pr(ljc:ct also include:. projects ,lod components funded under Ih.: Global Environment f.adJiI)' (GEF). but does not inclwdc OEF prOJect, c;.;e~ulcd by organil.:lIions identified by the G E;F C(lI..If1<:ii as cligihlc 10 work wilh Ihe GEF through cxp;JndcJ OPPofllmilics fOf projc:cl prcpar:ltiort lind implcmcnlntion (such organizations inClude, inter aila, regional dcvclopm<:nl b:mks :lnd US ~gencies such as FAO and UNlDO), :2. s. . c ()f~,[J.I'. -1.0 I.EtHmmr:wrH:ll ,·!sst!Ssr:Il'nf. J, S.:c or/!!.~ 4.0 1,[rmronwcnfiJl /ISSt::';SliIc'llf, 4. S. . e Q~:!~I>' 13,55. Implwm:nt.1fwil oJ'Complt'rion RcptJrt. OPUZ December 2001 Involuntarv Resettlemen t '" 1111:. Operational Policy s:;lItmc:r.t was rc\'is~d .n April :!OO~ to cnSdre CCns,:Slenc:y will: the feql.;lr~m~lH$ of OP!~p 6,QO, Issued ill April 2004, These ;:hrmg,cs mJ~ b.- viewed 11cr,l;, 1101" ";,12 (revised Ap:il20041l!pplie~ only 10 projects lhal ar~ go\'ern~J by QIYI3.r 6 00. 8,,11)'; FIJlGtlCj'lg -,hOlI is, th0~¢ 1 ',I in cauntrit:~ WI;!'. ,l(!l)Nye~I~.;.-,!r;L':,Jlrl:Il)~ilJ~,n;jr.aiJl;;.!rr"~, OHI~r operJriol'lJi policy SljlCllums governing B~nk 1 1!~n;tnciflg th:;r have be.::n ;.n;.rnded to retle-cl Of' BP 6,00 3!~() apply to the$c P~OJCCIS, ('lick 10 \'!~W ,I i,llI Tabl'! ,~f ,{"m.:rn I.blue) rr()j~ct$ in count~i"s wilh::>UI :1pprov::J cc:cntry fin:'lIlCing p:lra, m,ctcrs CC,.IHi,nu~ to bIZ" >utlJe..:: to) O:!l.;r l)permi()!lJI po!:.;;: i!,;t;\I;:;l.:rlls go~:..minl1: Ran" ~11~\:",dnlf' ckk hcr~ felf a fuli TZlb)..: oITI\lH':[H5,b'..:II('\'.i th::u ;r.':hidcs (he~e s(a!em~n!$, II II:'I(;I\:,: 01' :IIHl I~,!:,.:I,U to,!.:cllwr n'r\;ln, OD ".30. !t/Vid//llfllry J{':,~~lfll'!lIlImt. Th~\1: or and B~ ;ll'ply to all Ii 11proJcr,s rl)r willch .1 Pn'jl:C,1 ((I(1I;"pl RIZ""~w hI kcs pl:l;;:~ (/(1 IIr :l/tH .I,wllurr I. :Wf}~, Qw:.IIM1S m:ly bl,' 1ll::;=HI=d=r=n;:,'s::cl""l,;"ru=I1=)c=I:::::~i""r,,;,t'c='~=~::::;r,;,;;S;,;;:()="=i;=ll==:~::::\':::::v=c=I()::;g=n=)c=.tI=I=D;;;;I.'::;g:=a=rf=n=11!='Il=I=(=S_=D"",~=)='============::==_===J Banf.- I ..:'Zp~'ri~n~c ll~dka\<:s t:l~lt in\'O!UOIM:;' reScttkml.'nlllndn dcq:!c.pm,'nl fTJ,kt:1S, If llnmiligJt~d. oft<:n gih'~ rio::; 10 seVe',\:! I.'conOl:'ic, socinl. and l!o'.;rol11m:ntal risks, pr(,ciUC1ion sy:-;t..:n1~ arc JismantkJ: p..:,)pte f:l\:~ Impo\erishml.'nt ",,,h-=n their producti'.!! ;t$$l::ls Of income S,)tI,C(:$ (HI,.' h)~t: p";L,pl,, ~trc n:locat<:d h' environments wl1cre their prOdl;,,;Ii\~ sk:I!$ may be less applicubh: :1:1\i lh..: c0mpeliliol1 10!' n:'S(iiJfct!S gr'!;tter: comnnmilY in.sli!U!iolls :lnd spci:d nc!\wrks Jre wClkefleci: kin gmups are dispcr$\.'\.!: and cultural identity. Iradition,Ii"tUlhority. und the potentia! fllt mutual help ::Jr~' diminished 01' lost rh:;; p(llic) :ileltldes :;;!I~.':gllards ,,' ;'ddrcs$ ilnJ rniliga\~ th..:se impoverishmen1 ri,b;, Pnlicy Objectil c., ::. 1m oluntary rt:setlkmcn\ r.1J~ calise severe long-term hardship. impQ\'t!rishment. ,liHj el1\irot'm~f)tal damage unk$~ :lppropriatc measures arc carefully planned and carried out. For these n:asoos, the (\Yc!f;:rll objccll\CS of Ih~ B.mk· s policy on involuntary rescnlcmerJ! are the following: (a) !rl\olunt;:ry res~t1kmcnt should be avoided \"'here feasible, or mmimized, exploril1g: aU vj.1ble a/,em:ltive prcjeu designs, { (b) \Vhen:: it is not feas.ible to avoid resettkment. resettkmcnt ;1(ti\ ilies should be (oncl!iwd ;:'Ind executed as sustainable de\c\opmcm programs. pro\ iding sufficitmi ilWeslment re$OllrCes to enab!¢ the persons disptaced by the project tv share in pnJject beneEls, Dispbt:,;'d persons J should be meaningfully consulted and should have oppNtunities to participate in planning Jnd impkmeming rt'se!:lt'mt:!l! programs. (..:j Dbpiac",j ~'C:)0n::> shvukl b.: a~~i~I..:J in llh:i! ..:iTol'b 10 impr,\\\: {lKlr li\dihlJods :1nd sl:muilrds PI' li\ ]ng or;'.t kilS\ to restore them. in real terms. to pte.di$:plact:melll levels ()r 10 It:\l!h prl'\;.lilmg prior to the beginning \'ifprojcttkmc!ll pbn or n rC$cttkmcnt relicy framC\\OrK (sec paras. ~5-]O) 111;lt ceVers lh(: roll\/wing: (:1) 'fhl.! rcscttktncnl plan or resettlement policy framework includes measures to ensure that !hc di,:~lact'd p<:.'rson'\ ~lrc Ii} jnr[)rm~d about their options and rights pert3ining to resetl!em~nt: (ii) ccnsuiled on. offered choices among. and provided with ct"chn:cally and economically feasible resettlement alternatives: l1nd (iii) pro\ided prompl and effeclive compensation at full replacement cost I I for losses of nssets P attributable directly (0 the projecL (b) If the impacts include physical relocation, the resettlement plan or resettlement policy frnmc\\ork includes 1lH.'asures to ensure that the displaced persons art: (i) provided assistance (such as moving allo\\a:)ces) during relocalion; and (i i) pro\'idcd with residential housing. or housing sites, or. as required. agricultural sites for which a combination of produclive p\)!.~:)lial. locatio:))1 aJ\;:mt:l~cs. :md other f~Cl('fS is 3t !1':ISt eqUivalent to the advantages of the old siteY (c) Where n~cessary 10 ,1chien: the objectives of the policy, the rt'seniemcnt plan Or rl!Sl!ttll:l11l!nt polk: fral11l!\\ork 3150 include measures to ensure that displaced persons ~\rt! Operational Mn.nual - UP 4.11 Page .i 01 'J 0) offered support after displacemcnl, for a transition period. based on a reasQnable estimate of the time likely to be needed to resk)re their livelihood and standards of living; 1:.1 and (ii) provided with deve!opmcl1t assistance in addilion 10 compensation measures described in parBgr:lph 6(a) (iii}. such:IS land preparation. credit facilities, training. or job ,!ppurtunities. 7. In proje.::ts involvmg invo; unta!) restriclton of access tv legally deSIgnated parks and proto;;cteJ areas (see para. 3(b)), the na ture of restrictions .·IS well as the type of measures necessary to mitigate adverse impacts, i~ determined with the participation of the displaced persons during the dt'sign and implt'mentatlon of rhe proj~cL In such cases, the borrower prepares a process [ram~work acceptable to the Bonk. describing the participatory process by which \n) specitic components of the project \\ill be prepared ::md implcmentcd; (b) the crit in their effom to improve lheir livedht)oJs, or a\ least to reStore lhem, in real terms. while maintaining tilt:: susta~nabill{y of the park or prOli:cted a~e~l. \\ ill be identified; and The proCI::;;:$ ci':anc\'>()d" ahiel indul.k:~ J l.k·s,,'np!i<)o (){ !It..: :lrr;ln~·:r:l,'nl:; :ix imrkm...:nllng and monltorillg the process. !-l. To .\\:hic'c the obJccti ... cs Gi thiS pulicy. parlicuiar atlelHion is paid to lhe needs (If Hdncrabk ,::rL1\1pS ~w~(mg rhi):;e di.splaced. l'SpCCi:J!!;: Ihose below thL' poven: linc. thc landless. the ddcrly, \\\1tll('/l and (hik\r~:n. illdq;cnou:; rcopks I~ ethnic minorilic:i. (II' 'Jlha displaced pl!rsons who m:t;' lli.)[ bl! rrnk'clcd llHOllgh n;\uon;d land i.:ompCOS'lllon legiRlation. 9. Bank c.\pe[icnc~ ha:; .').J)(m/l !hil! r{'scull-men\ of indlgenolls peoples with trn::lttiollid kmd-based I1h 1.ks 1 ot' prodUction is pani'wlarly compkx and may have signiticant \1dv~rse :mpnt:t::> on their i-:!Clltity and cultur;1i sun:\~d. For this reason. the Bank satisfies itself that thl!' borrowr!r has explored JII viable nltern:.llive projccl d\.'sigm to avoid physical displacement of these groups. When it is not fcusibk to nvoid such disphcl..'lrlcnt. preference is given 10 land-based reseltlem~r'lt strategies fOf the!(t,; groups (sec pam. It) that arc cnmpatible with their cultural preferences and are pn.'pared in consult,\lI()t1 with them (SI!<;' 6nnt;" .\. para. II). I 0. Th~ implement 4.12 livelihoods are land-based. These strategies may include resettlement on public land (see footnote 1 economic<.tlly viable; (b) active markets for land, housing, and labor exist, displaced persons use sucb mar.li('ts. and there is sufficient supply oflnnd and housing~ or (c) livelihoods arc not land-based Cn~h compensJlion le\ds shm.:!d be sufficient to replace the loslJand and <)ther .lsse15 at full replacemenl cost in local markets. 13. For impacts covered under para. 3(a) of this policy, the Bank also requireS the foUowlnlr \(1) Displaced per:;.)!)S and their communiti!!s. and :my h.)$1 cOmnllmili<~~ r~cc;\ ing :hC!I1L tire provided limely ~1I1d rdc\'ant information. C(H1sultl:d on re$~~tkl;H:r.t opli,)ns. and offered oppmtllr.i!il:$ \0 parti;:ipak in planning, impl..:ment:ng. ~nJ m~>l1i!()r:ilg n::;t'tri~m<:nL :\pprupri;\\c :1nJ acc.:ss;hk gfi~\'ancc mc-:hani.~m" ;J.r,· >c~IJb!ished for th,,::-;c gf0~lpS. (hi In new rC$e!lkm~nt sites or husl t;ommunilie£, inl'ra:,\ructure ~lI1d puhli\: services an: pro\id<.!d a~ necessary to impro\c, r.:swre. or In:lintain :lcct:ssibilily ;md h.:v.:[" of SCr\iCl~ for the displaced persons and host ct)mI11Unilics. Alternative or siml!ar resourCeS :He rr,wickd to C()mpcnsote for tht~ i()~s of access to community ri!:;O\.m;~s (Sll(;\1 as fishing ar<:'~I:;. gr(IZln;,: areas. rod. \)T f()dd~r). (c) f};lltcrns of comm L1ni ty organization ,lpproprit1IC to t!-.e nc\,\ eire um:;\a{1CCS ;l;t: PJseo on clil.'ices m:ldc by Iht! dispbced plErsons. To tht: extent possibie. I/;": \.·xislin~ :social and cuitur:ll institutions of r..:seU[ers and any host communities un: preserved and r~setllers' rrdi.:l'~nccs \, jIll respect tv relocating in pr~cxistmg communities n,ld groups are rumored. Eligibility for Benefit.sll 14, tpOfl Identific41lion nf the need for involunllll)! rescHlement in a project. the borrower carries Clil n c\!nsu::, t,1 idef!tify the persons who \VIII be affected by the project (see the pm'a. 6(a)). W det~rmin~ wbo will be eligible for 4lssistance, and to discourage inflow ofpeopJe lneligible for The bOrTo\\cr alsl' dewlops;) procedure. satisfactory 10 the Bank. r.){ establlshir.g the crit('no by whIch displaced persons will be deemed eligibll! for compensation and other resettlement idcd \:ompensulLon for loss of a$sets other than [Clnd. Resettlement Planning, Implementation, and Monitoring 17. Tn achieve the objecml!s Dfthis policy. different planning instruments are u$t.:d. depending on tht' l}pe ,)fproicCL (~~) a rcseukmcnt plan or abbrt;':vltltcd reseukmcnI pbn i" rcqwrt:d for JIl cpaalions tbat entail in~()~tlr:!:.lry re'i~!lkml.'n! unless olherwist: ~pecilicc (S~~ p:u:\ 25 :lnJ Ann(!x :\). (0) iI :es~\lkrncnt policy framework is requir~d f()r operations r..:ferr..:d 10 in pa;.lS 26':10 Ib:!\I1l,W entai: irh·olun:.try f<:);crtlcmcnl. unless olherwj~e specifl~d lSI.:": An::e\. A); and (~) a proc~;;!> i;~1m.:work is prepared for prOJ\!Cl:'i involving re!ltriClior. o!'ncces:, in a<.'cGrOa!)ce \\llh par:!.. 3(b) (SCI.! p.ara. J 1). 18 Th\: b()rr('w~r IS rcspGl1Slblc I~ir preparing. implementing. and monilOting a ~escttlement plan, n n':$<.'\\kmcnt policy framework, or a process frrtnlc\vork (the "rl!senleme-nl instrtlmc!11s''), ;l.~ appropriate, tl1