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TABLE OF CONTENTS
List of Tables ...... i List of Maps .u List of Figures ...... List of Drawings .. i List of Appendices ...... u List of Abbreviations ...... Iv
1 Environmental & Resettlement Management Plan for Maintenance Roads . 1
1.1 Introduction ...... 1 1.2 Maintenance Works...... 4 1.2.1 Screening Methodology and Corridor Sclection ...... 4 1.3 Environmental Impacts of Maintenance ...... 6 1 3 1 Impact on Physical Resourcc s ...... 66. 1.3.2 Impact on Flora ...... 6 1.3.3 Impact on Fauna ...... 6..6 1.3.4 Impact on Ground \Vater Resources ...... 6 1.3.5 Impact on Human Use Values ...... 6 1.4 Social Impacts of Maintenance ...... 6 1.4.1 Land Acquisition ...... 7 1.4 2 Buildings ...... 7 1.4.3 Utilities ...... 7 1.4.4 Verification of Impacts ...... 7 ...... 1.4.5 Requiremcnt of Undertaking by the Constructioni Contractor . .... 7 1 5 Environmental Management Measures Proposed ...... 7...... 7 1.5.1 Prc-construction Stage ...... 8 1.5.2 Constructioni Stage...... 8 1 5.3 Operation Stagc...... 8 1.6 Reporting System...... 23 1.7 Institutional Arrangements & Training ...... 23 1 7 1 Training ...... 24 1 8 Environmental Monitorinig Plan ...... 24 1 8 1 ObjectivCs. 24 1 8 2 Methodology. . . . 25 1.8.3 Ambicnt Air Quality (AAQ) Monitoring . 25 1 8.4 Water Quality Monilor-inig 26 1 8 5 Noisc Lcve:ls Monitorinig 28 1 9 Monitoring Plan ...... 28 1.10 Enviromnenital Managetient - Budget ...... 31
I I)ccciubcr 21)(02 LIST OF TABLES
Table 1 List of Maintenance Corridors Table 2 Environmental & Resettlement Management Plan Table 3 Desired Monitoring and Reporting Process and Responsibilities Table 4 National Ambient Air Quality Standards Table 5 Indian Standard Drinking Water Specification-IS 10500:1991 Table 6 Noise Level Standards (CPCB) Table 7 Environmental Momtoring Plan Table 8 Environmental Budget for Maintenance Corridors
LIST OF MAPS
1.1 Location of Mamntenance Corridors
LIST OF FIGURES
1.1 Screenig Methodology for Selection of Maintenance Corridors
LIST OF DRAWINGS
1.1 Typical Layout of Construction Camp 1.2 Oil Interceptor 1.3 Silt Fencing
LIST OF APPENDICES
I (A) Prioritization of Corridors for Maintenance I (13) Screening Guidelines for Environmental and Social Issues along Maintenance Corridor 11 Resettlemenit and Rehabilitation Draft Policy Document, GoTN II1 (A) General Guidelines for Sitintg of 13orrow Ateas
IW O 11 IDccli)bcr 2(002 III (B) Redevelopment of Borrow Areas IV Gwudelines for Identification of Debris Disposal Sites V Ecosensitive Areas along Maintenance Corridors VI Reportmg Formats VII Trainig Modules
IS O III IO)CCt111ct 2002 ABBREVIATIONS
ASI Archaeological Survey of India LA Land Acquisition BOD Biological Oxygen Demand MoEF Ministry of Environment and Cl Chloride Forests co Carbon monoxide MoRTIH Ministry of Road Transport and . . ~~~~~~~Highways COD Chemical Oxygen Demand NGO Non Governmental Organisation CoI Corridor of ImpactNHatolHihy CPCB Central Pollution Control Board EP Enititled Persons No, Oxides of Nitrogen . ~~~~PIU Pro;ect Implementation Unit ERMP Environmental and Resettlement Managemenlt______Plan R&R Resettlement and Rehabilitation ESMP Environmental and Social ;LRAP Resettlement Action Plan Management Plan RoW Right of Way Gol Government of India RPM Respirable Particulate matter
GoTN Government ofTl'amld Nadu SO2 Sulphur Dioxide HC Hydrocarbons SOS Strategic Options Study HD Highways Department SPCB State Pollution Control Board ILO International Labour SPM Suspended particulate matter Organisation 'I'DS 'T'otal Dissolved Solids INR Indian Rupees '1'NRSP 'T'amil Nadu Road Sector Project IRC lindian Roads Congress VB World Bank IS Indian Standards
11WE vv iXcnIkr 2(11)2 ENVIRONMENTAL AND RESETTLEMENT MANAGEMENT PLAN FOR MAINTENANCE ROADS
1.1 INTRODUCTION
The Tamil Nadu Road Sector Project (TNRSP) is an endeavour of the Highways Department (HD), Government of Tamil Nadu, to carry out upgradatAon of 732 2 km and maintenance of another 2600 km of state roads with World Bank (WB) loan assistance. The project preparation for the TNRSP began with the Strategic Options Study (SOS) in 1995. Project Co-ordinating Consultants led by M/s. Kinhill Pty. Ltd. (now part of Haliburton group), Australia were procured in 1997 to prepare and assist the PIU in the design and construction stages of the project. Feasibility Studies, including engineering analysis and design, social and environmental screening and economic evaluation were carried out. Based on the findings of these studies, corridors identified for maintenance works are listed in Table-1. Table 1: List of Maintenance Corridors
Name of the Maintenance Length Name of the Length Name of the Length Name of the Length Corridor (KC) Maintenance (Km) Maintenance Corridor (Km) Corridor (Km)
Kosasthala%ar luthur 182 DindigulNatham 13 16 Kolhills Ghat Road 10 5 Chennai 'I'richy 2 6 Karaikudi Dindigul 'Ihiruma7hisai Sathyavcdu 22 7 Palani 8 'I'iruchengode 6 2 'I'huraryur 3 Dharmapuram(E) I'allipayalam Perambulur Vealchcry B%pass 1 9 Dindigul Karur 26 4 1-Edapadi 7 2 NMusiri Pulivilam 12 Nlagudanchavadi I 'raramani link Road 3 63 Karur Vclliyanai 5 Pandamangalam Vclur 2 4 Thanjavur Sayalkudi 66 39 Dindigul Nlaramalong Bridge 6 Palayam 'I'hevaram 1 8 Rasipuram 'I'reichengode 5 Pattukottai 8 2 Irumbulivur _Muthupet Nlount Nladipakkam Road 86 Bodi I'hLi aramn Road 19 6 i'richcngode P'aramath\ 9 8 Peraurani 4 Scthuba\ achatran Bukkathurai Ultilramnerir 12 6 Andipatty Varusa 29 2 Old N lI 7 9 9 'lhanai\ ur Vallam 2 Nadu Road Cudd:dore C hittor 312 Ramanathpurarn 36 8 [rode Karuir 18 7 'I'hitta Nclatoor 9 7 Nainarkol NI'lrt Pafll,konda 1l.\P llLri 17 8 itamaniathpuram NIlIur 10) 2 Ntanaparat KLlithala: 1() (,rand AnTicuLt _1 _(aui rnpatutI.m Katpadi V\nk.tagirkottali I DindigUl Tirupathur 39 48 Karur Vanigal 6 l iharagimbadv IS 4 NINladuthurai \VWIIaj1.th Shol0igLir 19 I'haianIr 'atUkOttl l 11 2 Ar,i .akkirich\ 4 N;`\ laduthILr.,, Ilungambad\ Paitta\ arhti \mbUr So.1,gtUr 21l K8inm-inanagudi BlR 7 2 Vaivarmpatti Nyhrivamoli 1( 'I hiruthurai Poonidi 2 * 6 KLIndrakUd Vedharani _a (hittor i'hiritlihani 5 4 Parth1lb.ilkir 29 17 Plaraihnih Nio%\ai Road 1 4 N etutr 'alik kanathLl 17 \rrulIpukoOtt, Nlunicip.l h3\pi s 2 S\ ll itpUi(,r 72 8 SattUr Si' alk, 12 0)ot\ NI I'alavam 63 4 WarthbirnUiir Si i ll1liLrnthl P- rod-; Ai con I dii inarnm II 6 ArlipukkttalL 71 67 R:6japaIa% ami 6 8 Irodc PL'rUiidUrai 16 8 _'nitokknim Ki-LI.ra1 ukui.am.1un1.1 (Cidd.loiii \ chalarm S ulen: 46 2 NliudUkUlathor I8 4 Alagapuiri Virudliuigar 2(l Palladam 12 4 _ .Utn.l1i I)harai ralnmtr.un__
Feg 1 Dcccmbcr 2002 'I'amil Nadu Road Sector Projcct E'nvironmental and Itesettlement Managemcnt Plan
Name of the Maintenance Length Nathe Length Name of the Length Name of the Length Corridorne c ng Maintenance (Kin) Maintenance Corridor (Krn) Maintenance (im) Corridor (Kin) ~~~~Corridor Crio Kallakurchi Sankarapuram 40 502 Kamuthi Sayalakkudi 26 6 Watrap Nliaharalpuram 17 4 Iollachi Dliarapuram 7 l iruvanamalai Alagapuri Karur \lillupuram NMambalampattu 134 Salem ''hirupathur 966 'aru akudy Vilathikularn 41 Podanur Junction 26 'I'irukoxvillur Vembar Road 1\lailam l'ondy Road 10 7 Musirn Thuraxyur Attur 23 6 Tiruchandur Shencottah 33 IPollachi Valparai 47 4 Kallakurchi Koothakudy 24 8 Attur Veeraganur 7 Snvaikuntam Pudukottai 32 2 l irupur Vi;aya 5 8 1\langalam _ Vellimedpettai Nlailanm 21 6 Salem Vaniyambadi 37 4 Tirunelveli Shencottah 66 4 Dharmapuram 25 4 Quilon TI'iruppur Pondy Krishnagirn 17 9 Krishnagiri Ranipet 1 25 Ralapalavam Tirunielveli 71 61 Udumalpet T'iruppur 38 2 Cuddalore Tirukollur Anaicut 27 7 Denkanicottah 3 8 Paru%akudi Ettayapuram 39 2 Nagapattinam 22 8 Kahamangalam Gudalor Nlysorc Trichy Chidambaram Road 30 6 Dharmapuri 4 4 Old Courtalam Falls 2 4 Cahcut \'ythin 22 8 I-loggenakkal Road Gudalor Vridhachalam ''holudur 16 Dharmapurn NMorappur 34 Pavoorchatram Vellakal 88 Coonoor Kattabettu 13 8 Surundai Thiruvanthipuram Arni 212 Dharmapuri 32 Athivuthu Surandai 12 Coonoor Kundah 23 4 IPapparapatti Kannamangalam Arm 17 2 Sholagiri Bcrigal 1 4 Ambasamudram 4 6 RLdhills Thiruvallur 7 4 Plapanasam Acharapakkam Vandavasi 3 Krishnagiri Itoyacotta 5 9 Aralvaimuzhi 5 Nagarn P'allipet 5 6 Ralakkamangalam Colachel V'andavasi Ilolur Road 13 Cauvcripattanam 9 Iaraserv Colachel 14 8 1hanjavur Pattukottai 13 89 Kakkangaral Pcrambulur Il%anamadurai 120 13 I-losour Denkanicotta 6 Niarathandom Pcchiparai 9 Dharmapuri 2 ______N\lorappur Vikravandi Kumbakonam 13 2 'I'richy Namakkal 428 Kottar Dharmapuram 4 Araxoimozhi 4 Rajakkamangalam Colachel Vlkravandz Kumbakonam 234 Namakkal Nlohanur 36 'I'Tnchy Pudukottai 24 52 Kumbakonam 17 95 'I'hanlavur __ Adirampattinam Perambulur Attur 262 Omalur Sankari 178 Aranthangi Kattumrvadi 25 8 \usurn Tpt Niurugur 19 6 Trhirumangalarn Usilampatto 26 Rasipuram Attur 106 Thanja% ur Mlannargudy 16 4 Pcravurani 5 2 Scthubhava Chattaram Dlindigul Karaikuidi 4 Nainamalai 8 6 Thanlavur Vaduvoor 9 5 Kumbakonam 3 2 Sedamangalam Niannagurd) Karaikal Alamparri Scdhapatti 5 8 'I'ruchetigodc Artyanur 11 64 Kumbakonam 23 85 I' IAI. I.INCI' I 2621 Adirampattinami IN KMI PIiduipatilw Nlangahl cru 8 Kormrapalayvrn 13 6 Poonphottna 20 8 kdapadi Nachivarkoil Kallikudi Kallupatt 4 6 \clur Nilohanur 11 7 Nagor \Vcttar 8
Locatioin map of the above project roads are enclosed as Map 1.1 ANDHRA PRADESH
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Depending upon the condition of existing road the following types of treatment for improving the pavement are suggested * Patch plus 60mm overlay @ 5.5 IRI and subsequent 40mm overlay @ 4.5 IRI * Patch plus 80mm overlay @ 5.5 IRI and subsequent 25mm overlay @ 4.5 RI * Patch plus 100mm overlay @ 5.5 IRI and subsequent 25mm overlay @ 4.5 IRI * Rehabilitation of pavement plus 40mm overlay @ 4.5 IRI * Rehabilitation of pavement plus 25mm overlay © 4.5 IRI * Patch plus rehabilitation of pavement plus 40mm overlay @ 4.5 IRI HD is the executing agency for this project and will be responsible for the overall preparation, implementation and operation of the project. Construction work wvill be supervised by the Divisional offices of the HD and shall be carried out by contractors selected under national competitive bidding framework. 1.2.1 SCREENING METHODOLOGY AND CORRIDOR SELECTION 'l'he screening analysis was done by taking the following factors: * Land acquisition * Clearing of squatters and encroachers * Relocation of Common property resources * Encroachment on to Environmental Resources: - Reserved forests - \W'ildlife Sanctuaries, National lParks, bird sanctuaries and blosphcre reserves - \XWater bodies and other environmentally sensitive areas - Landslides In case of hligher magnitude the corridors are excluded from mailntenlanice component. 'l'he screeninlg guidelines wvill be used in case of maginitude of impacts could not be readily perceived, the corridors should be recommended for further analysis as per the impact magnitudes givei in the Table-1 of Appendix I(A). Figure 1.1 showvs the methodiology adopted for selection of maintenance corridors. Corridors likely to have adverse environmiiienltal impacts will be excluded from consideration, screened as per the exclusion criteria mention:ed in Appendix -I(B) 'Ihe 1-Engineer of design consultants for mainitenianice corridors shall carry out this task Corridors obtained aftcr cxclusion and are likely to have millor impacts have to be subjected to anialysis as per Appendix - I(A) by the H-ID. Corridors for wvhicli impacts could not be readily quantified, but could be takenLiup wVith mitigationl measures, approximate costs ot mitigation shiall be worked out and priority of corrildois ha\ c to be decided by the I-Il). Final coriidors so obtained shall be selected for maintetnance lb-M 0 4 Deccembcr 2()02 ' / * DeE-bounma iSpsau e A/a Pr peropt Resourcesr / ENVIRONMENTAL EACTORS 2 / * Fao,alaand Flora / ' r / * Land Acqnisdon, R&RA/i - * Roa1dsidesTreas C of Sqater and W tebrBodis Dposal * Relocanon of Common / Landslides* RRIDORELECTION: Uility Relocaio O~~~~~~oao of Ro PlnUiir ru eoao o EN NTA FACTOR FIGURE 1.1: SCREENING MEHODLGYID FORS IN ENaNCE CORrIO a Hl~~~~~4glh BOtARSEDNON PROVT FIDEDAIO Lowv( . < ~~~~~~~~~~~NIEASURES W ITH BUDGET t M~~~~~~~~~~~~~~~~~~~~~~~SCA CO 0 NIONJivi CORRIDO PR FIGURE 1.1: SCREENING METHODOLOGY FOR SELECTION OF MAINTENANCE CORRIDORS Tamil Nadu Road Sector Project Environmcntal and Resettlement Management Plan 1.3 ENVIRONMENTAL IMPACTS OF MAINTENANCE 1.3.1 IMPACT ON PHYSICAL RESOURCES Though no significant earthwork is expected due to the proposed maintenance activities, there wvould be a requirement of borrow materials for the project The collection of material required from borrow pits and quarry sites shall be as per IRC guidelines. Yields from the existing borrow pits and quarries are sufficient to meet the requirement for construction of the road. 'rherefore no adverse impacts on physical resources due to the maintenance works are anticipated. 1.3.2 IMPACT ON FLORA As maintenance of the corridors does not include any land take no adverse impact on the roadside plantation or the flora outside the Corridor of Impact is anticipated. The only impact likely is clearing of vegetation and ground cover within the existing formation, which may need to be removed at certain locations. No direct adverse impact on flora is expected 1.3.3 IMPACT ON FAUNA The corridors included in maintenance are all existing alignments. None of the maintenance routes pass through wildlife sanctuaries or national parks except Mundanthurai Wild life Sanctuary. However, there is one location where spotted deer crossing is marked in a Reserve Forest (Km 73.8-75.8 Salem - Vaniyambadi road). During the operation period, the impacts arise mainly from the increased accessibility of the area, which can lead to increased human influence. Adequate safety measures have been worked out for the minimisation of adverse impacts during construction. 1.3.4 IMPACT ON GROUND WATER RESOURCES 'l'he proposed works in case affects ground water resources as hand pumps, well etc. the resources lost would be relocated through consultation with local people. 1.3.5 IMPACT ON HUMAN USE VALUES As the pavement will be re-laid only within available clear space and no land take is involved, no severe impacts on the roadside structures are envisaged. At some place few encroachments are (both commercial and residential) marked withini the RoW. 'I'hese are at Km 12.2,12.4,12 6,21.2,22.6,23.6,25.4,28.2 & 28 4 of Dindigul Karur corridor. 84 number of encroached structures are existing at Km (26.0-26 8), 328 (F.ncroachments at 1Km 31 0-34.0) & 68 (Fncroachmenits at Km 38.0-43.6) at Frode Karur corridor. During construction, care shall be taken not to affect any structure and mainteniance will be carried out within the available Ro\V 1.4 SOCIAL IMPACTS OF MAINTENANCE No activity, wlvich miglht clnd up disturbing the existlng soclo-economillc Scttinig of the areas, is expected to occur outside the clear space already available along the existing pavements In particular, the followinig are expected not to occur eitlher during pre-conistructioni ol construction periods j 6 l)cccinber 2002 Im ,. T amil Nadu Road Sector Project Environmental and Resettlcment Management Plan 1.4.1 LAND ACQUISITION Since the construction activity is expected to occur only within the available clear space and existing formation width, there will be no land acquisition. Normally, there will not be even temporary land acquisition and the traffic will move within the constrained sections when hard shoulders are being constructed. 1.4.2 BUILDINGS No private buildings will be affected though they may lie in the RoW Hard shoulders will be provided without affecting any private or public buildings. 1.4.3 UTILITIES None of the roadside utilities, including but not limited to electricity lines, overhead telephone lines or underground water pipelines, will be affected 'l'he project will ensure that the downstream users are not deprived of the utility due to construction activities. 1.4.4 VERIFICATION OF IMPACTS During implementation of RAP the implementing NGOs will carry out a joint verification wvith I-HD for the affected properties and finally provide with exact number of properties, both land and structures to be impacted by the project. 'l'hese numbers of affected properties will be certified and accordingly compensation and assistances to the Entitled Persons (EP). 1.4.5 REQUIREMENT OF UNDERTAKING BY THE CONSTRUCTION CONTRACTOR All compensation and assistances will be disbursed to EPs prior to their shifting for taking possession of land for the construction activities. In this context the constructionl contractor should verify that he has received the roads without any encumbrances and thereto provide with an undertaking to avoid any delays in construction after handing over the lands. 1.5 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED Iaintenance component of the 'I'NRSl' is expected to bc far less intrusive in terms of environimenital and social impacts. In order to mitigate any inconscquential impacts of the proposed improvements, elaborate arrangements have been made as part of the FEnvironmental and Social Managemenit P'lan (ERMP). ''hese include, provision for the verification of the conditionis along each route, with spccific reference to roadside trees and properties by the contractor and the approval of the HD before constructioni begins on any stretch In casc of th(e any propertics likely to be impacted, all th(e provisions of the R&R policy for the TNRSP (see Appendix II for sallent features of the policy) shall be applicable Construction can bcgini only aftcr dlsbursement of the entittlemenits for thc pelsonsl / properties being impacted. Mitigatiol measures for environmental impacts anticipated durinig the construction1 phase have also been detailcd along wilth the iesponsibilitics for implemenlitatiton and supervision A descriptioni of the managcmcnlt measurcs durinig the various stages of the project is provided in the: following sections Lo,Z %L14 7 I)cccibcr 2002 Tamil Nadu Road Sector Project Environmental and Resettlement Imanagement Plan 1.5.1 PRE-CONSTRUCTION STAGE During the pre-construction stage, the management measures required will include 1) Clearance of the formation width required for construction. If impacts on structures are unavoidable, preparation of RAP as per R&R Policy for the project shall be considered mandatory 2) Relocation of utilities. If unavoidable, are to be relocated as per utility relocation plan that would be prepared by the HD, and 1.5.2 CONSTRUCTION STAGE Construction activity to be monitored such that environment is not impacted beyond permissible limits Various avoidance and management measures for the anticipated impacts and provisions for environmental management are worked out In addition, in the event of adverse impacts occurring during the construction stage, the impacts have to be mitigated through the measures specified in the following sections. Implementation of each of these provisions is mandatory. 1.5.3 OPERATION STAGE The operation stage will essentially entail monitoring activity along the corridor, especially on the sensitive locations identified in terms of social (educational institutes, hospitals etc.) and environmental (forest area) point of view. lhe measures adopted and/or to be adopted during different stages of the project have been detailed in Table-2. T hese measures are mandatory and shall be applicable to all maintenance routes. 8 D)cccmlcr 2002 Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan Table 2: Environmental & Resettlement Management Plan Si. No Activities Management Measure Location Reference 1.0 PRE-CONSTRUCTION 1.1 Pre:Construction activities by HD 1.1.1 In case of any acquisition of property becoming absolutely necessary both Corridor of Impact. LA Act 1894, within and outside the RoW, a full socio-cconomic survey of the affected LA (Amendmcnt) Act population will be carried out and a Rcsettlemcnt and Rehabilitation Action 1984, R.&:R plan shall be prepared as per the R&R policy and LA Act, 1894 and HighwayvTamil LA Nadu Act, 2002 for this project. Amendment) Act 1996, Highway Act, 2002 & Appendix - II 1.1.2 Trees will gcnerally not be removed from the Corridor of Impact unless they are a Corridor of Impact. Design safety hazard. Removal of trees shall be done bv the HI) with prior intimation to the Trec Cutting forcst dcpartment and permit for transport of timber shall be obtained. Disposal of cut trees is to be done immediately to ensure that the traffic movement is not disrupted. 1.1.3 In case of utilities and common property resources being impacted due to the Corridor of Impact. Design Utilitv Relocation project, they will be rclocated with prior approval of the concerned agencies and common before construction starts, on any sub-section of the project road. The propcrt- resources relocation site identification will be in accordancc with the choicc of the communitv. 1.1.4 In likelihood of impact on cultural properties within the CoI, they will be Corridor of Impact. Design Relocation of relocated at suitable locations, as desired by the community before construction Cultural Property starts. Local Community meetings, will be held to discuss relocation aspects, siting of structures etc. :1.2 Pre-construction activities by Contractor 1.2.1 Field Verification Field verification of ERMP All Corridors ERMP 1.2.2 Procurcmenit of iNlachinerv 1.2.2.1 Crushcrs Specifications of the aggregate crushing plant if procured should strictly All Aggregate MoRTH: 111.1, GoI Air conform to the Gol noise standards and rclevant dust emission control Crushing Plants. and Noise Standards, lcgislations. (Thc Gol National Ambient Air Quality Standards are presentcd in OSHA Standards. Table-4 and Standard Noise Lcvcls in Table-6 of Section 1.8). 1.2.2.2 Hot-mix plants & Specifications hot mix plants and batching plants to be procured will comply with All Hot-mix and MoRTH: 111.5 Batching Plants the rcquirements of the relevant current emission control legislation Batching Plants 9 December 2002 Management Plan Tamil Nadu Itoad Scctor Project Environmcntal and Resettlement Reference Si. No Activities Management Measure Location Contract, Environment 1 2 2 3 Other Construction Thc discharge standards promulgated under the Environment Protection Act, 1986 Act, 1986 & Vehicles, l...quipment will be strictly adhcred to All vchicles, equipment and machinery to be procured for Protection 111 1 and Machinery construction will conform to the relcvant Bureau of Indian Standard (BIS) norms MoRTH Noise limits for construction equipment, (measured at one metre from the edge of the equipment in free field) to be procured as compactors, rollers, front loaders, concrete mLxers, cranes (moveable), vibrators and saws wlll not exceed 75 dB(A)I, as specified in the Environment (Protection) Rules, 1986 1 2 3 Identificationl & Sclection of Mlaterial Sourccs MoRTH 305 2 2 2 1 2 3 1 Borrow Areas Arrangement for locating the source of supply of material for embankment will be At all borrow area the sole responsibility of the contractor No borrow area will be opened without locations suggested Appendix III(A) pcrmission of the Engincer for the project Siting of borrow areas if required to be opened shall be as per the Guidelnes presentcd in Appendix III (A) of ERMP The contractor wvil not usc any of the locations describcd herc for borrowing (within/near Rcserve Forest/ WVild lfc Sanctuary/l-cologically sensitive areas) MloRTH 111 3 1 2 3 2 Quarrnc The Contractor wlfl obtain matenals from cxisting licensed quarries approvcd by ALl quarries HD, GoTN The Engineer will ensure that the selected quarnes have approval under recommended to be Tamil Nadu Nfinor Mineral Concession Rules, 1959 [Corrected upto 31.3 2001] used in the project Con tract requircment 1 2 3 3 Water The Con tractor will be rcsponsible for arranging adequate supply of water for All water bodies th en tire construction period recommended to be The contractor will source the requirement of water from surface water bodies used in the project Only at locations where surface water sources are not avallablc, the contractor can contemplatc extraction of ground water Consent from the Engineer for extraction of ground water is a pre-requisite The contractor will need to complv with the requirements of the state Ground water department and seek their written approval 1 2 3 4 Sand Sanid will bc cxtractcd from rivcrbeds at locations whcrc approvals for the Locations approvcd cxtractioin of sand havc bccn obtaincd undcr Tamil Nadu Ninaor Mineral by the Elnginccr, HI) Concession Rules, 1959 [Corrccted upto 31 3 2001] Staudard, prcscribed a' pLr the schcdule VI by lRule 2(d) of the Environment Protection Second Aimcndmcnt Rules, 1993 December 2002 E &'- 10 Environmcntal and Resettlement Managemcnt Plan Tamil Nadu Road Sector Project Location Reference SI. No Activities Management Measure - IV All along the Contractor 1 2 4 Identification of Location of disposal sites shall be finalized based on the guidelnes given in Appendix corridors Disposal sites Iand the Engineer shall certify that (a)These arc not located within dcsignated forest arcas and other ccoscnsitivc areas (b) The disposal does not impact natural drainage courscs (c) No cndangered/rare flora is impacted by such disposal to avoid All along the project 1 2 5 Labour The contractor will use unskilled labour drawn from local communities corridor at Contract Requirements for anv additional stress on the existing facilities (medical services, power, water construction sites the Projcct supply, etc.) No child labour will be employed All relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Service) Act, 1996 will be adhered to - 1.3 Pre-Construction activities on Site ' , .= . - - the All Construction 1 3 1 Construction Camp Construction labourcrs' camps if setup, wlll be located at least 200m away from with Worker's Camps Drawing 1.1 Locations - ncarest habitation to avoid conflicts and strcss over the infrastructure faciliucs, including areas in Sclection, Design & the local communuty The information on ecosensitive areas with respect to their vicinity Layout distances from maintenance roads is given in Appendix V. immediate Construction camps will not be proposed Appendix-V (i) Within 2000m of locations (Rescrve Forcst /Ecologically sensitive areas) (n) Within 1000m from the nearest habitation to avoid conflicts and stress ovcr the infrastructurc facilities, with the local community The laN out of construction camps wll. be as per the conceptual design prcscnted in Drawing-1.1 The waste disposal and scwage systcm for the camp will be properly designed, built .ind operated so tlihat nio odout is gcncratcd Unless otherwise arranged by the local sanitary authority, arrangements shall be made for disposal of excreta suitably approved by the local medical health or _municipal authoritics or as dirccted by Engineer V Contract Hot Mix l1'ants & Hot mLx plants and batching plants wrill be locatcd sufficicndy away from habitation, Appendix- Batchling Planit a,gncultural operations or industrial establishmcnts Such plants will be located at Location least 1000m away from the nearest habitation, preferably in the downwind direction 11 December 2002 Environmental and Resettlement Management Plan Tamil Nadu Road Sector Ilroject Location Reference SI. No Activities Management Measure Appendix - V. ______The details of ceosensitive areas are presented in and hifl roads 1 3 3 Planning Traffic Detailed Traffic Control Plans will be prepared for single lane roads to MoRTH 1121 Diversions & Thcy shall be submitted to the Engineer (HD) for approval, 5 days prior Detours commencemcnt of works on any scction of road The traffic control plans shall contain details of temporary diversions, details of arrangements for construction under traffic and details of traffic arrangement after cessation of work each day Engineer will need to assess the environmental impacts associated as the loss of vegctation, productive lands and the arrangement for temporary diversion of the land pnor to the finahsation of diversions and detours Temporary diversions wlln be constructed with the approval of the Engineer. MoRTH 112.4 Special consideration will be given to the preparation of the traffic control plan for safety of pedestrians and workers at night MoRTH 112 2 The Contractor will ensure that the running surface is always maintaincd in running condition, particularly during the monsoon so that no disruption to the traffic flow occurs MoRTH 112 5 Thc temporary traffic detours will be kept free of dust by frequent apphcation of water, if necessary 1 3 4 Mitigation Measuic: to Prevent Animal Crossings(if founld n1 cc-sary) the forcst along Dharmapuram 1 3 4 1 Proviloll of Water Water shall be supplied from a nearby perennial water sourcc within Tiruppur, Nilgiris, Source withini the into ponds of size Im x Oim x 0.3m with ccment concrete scaling (to prevent Tirunelveli Forcst percolation losses) Shencottah Quilon, Old Courtalam Falls Road, Ooty M I'alayam Erode, Ooty Kothagiri Erode, Calicut Vythiri Gudalor, Coonoor Kattabettu and Coonoor Kundah food to the Strctchcs along 1 3 4 2 >laor:itioii of frui P'lantationi of fruit bcariiig trecs is to be taken up for providing animals The selection of the species to bc plantcd is to be finalizcd during the Dharmapuram December 2002 NW;a 12 Environmental and Resettlement Management Plan Tamil Nadu Road Sector Project Location Reference SI. No Activities Management Measure forest officials as per the need Tiruppur, Nilgiris, bearing trees implementation in consultation with the local Tirunelveli Shencottah Quilon, Old Courtalam Falls Road, Qoty M Palayam Erode, Qoty Kothagiri Erode, Calicut Vrythiri Gudalor, Coonoor Kattabettu and Coonoor Kundah 2.0 CONSTRUCTION 2 1 Site Clearance Design be felled or removed that impinge directly on the Corridor of Impact 2 1 1 Clearing and Ground covcr or shrubs will only with pnor approval from the Grubbing permanent works or necessary temporary works Elnginecr Appendix - IV the construction shall bc disposed only at the Dump sitc locations 2 1 2 Debris Disposal All dcbris that is generated during designated dumping locations. Project MoRTH 301 3 2 & areas to be permanently covered and borrow areas, wllu be stripped Throughout 2 1 3 Preservationi of The topsoAl from 305 3 3 in stockpdles The stockple wllD be Corridor, where MloRTH Top soil to a specified depth of 150mm and stored and the productive land is designed such that the slope docs not exceed 1 2 (vertical to horizontal), or acquired height of the pile is to be restricted to 2m Stockpdcs will not be surcharged that no oflictvisc loadcd and multiplc handhng will bc kcpt to a minimum to cnsurc or tarpauln compaction will occur The stockpiles will bc covered with gunny bags It will be crnsurcd by the contractor that the topsoil will nOt be unneccsCarnly traffickcd cithcr bcfore stripping or when in stockpiles and cut Such stockpiled topsoil will be returned to cover the disturbed area MoRTH 3017 & slopes Residual topsoil will be distributed on adjoining/proximate of barren/rocky areas as identified by the Engineer in a layer of thickncss borrow MoRTH 305 3 9 75mm - 150mm Top soil will also be utilized for redevelopment of _iatcas, land,caping along slopes ctc, 22 Procurcmcnt of Colnstruction M\atcrials MoRTH 111 9 to the sitC will bc covered to avoid spillagc of All along the Project 2 2 I Transporting All vehicles deliverimg materials December 2002 13 Environmental and Resettlcment Management Plan Tamil Nadu Road Scctor lProicct Location Reference SI. No Activities Management Measure or corridor and all haul Construction materials All cxisting highways and roads used by vehicles of the contractor, roads roads Materials any of his sub -contractor or suppliers of materials or plant and similarly which are part of the works will be kcpt clean and clcar of all dust/mud or othcr extrancous materials dropped by such vehicles or their tyres covered to avoid spillage of All along the project Tamil Nadu Minor 2 2 2 Quarrics All vehucles dehvenng maternals to the site wllU be and all haul Mineral Concession matenals The quarry operations will be undertaken within the rules and regulations corridor Rules, 1959 [Corrected in force roads upto 31 3 2001] The location, shape and All along the projcct MoRTH 305.2 2 2 2 2 3 Borrow Arcas Borrow pits will not be dug continuously in a strctch all access IRC 10 1961 size of the designated borrow areas will be as approved by the Engineer and in corridor, sites accordance to the IRC recommended practice for borrow pits for road roads, acquired embankments The Contractor will facilitate inspection of all borrow arcas by temporarily all borrow areas the PIU, and satisfy the Engineer of the environmental compliance Any non- & compliance will be made good by the Contractor at his own cost The borrowing will not bc carried out in cultivable lands, unless and until, it will be agreed upon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing, or there are privatc land owners willing to allow borrowing on their fields. Borrowing shall bc carried out at designated areas in accordance with the IRC guidelines 10 1961 1 2.2 3. Along surface AD water bodies Section 1 2 2 3 2 2 4 Water Extraction Procurement of water is to be carried out as per Section to be water bodies selected particular areas will be earmarked for watcr extraction recommended in the project The contractor will minimise wastage of water in the construction process. used Scctiol 4 1 4 2 3 Stock lliilg of Stock piling of topsoil as per Section 2 1.3 Constructioll The stock piles will bc located at least 100 m from water courscs. Materiak ccment, lime mortars, All construction sites MoRTH 111 6 2 4 Material Handling All workers employed on mixing asphaltic material, goggles MSIHC Rules, 1989 at Sitc concrcte etc , will be provided with protective footwear and protective Workers, who are cngaged in welding works, would be provided with welder's protective cye-shields Stone-breakers will be provided with protective goggles and clothing and will be seated at sufficiently safe intervals. The use of any hcrbicidc or other toxic chemical will be strictly in accordancc with the manufacturer's instructions The Engineer will bc giveii at Icast 6 working days lioticc of the proposed usc of any hcrbicidc or toxic chemical A rcgistcr of all ei.C)itiLdsC .oid otlier toxic cliciclahs dclivetClI to the sitc will be kept And maintaincd up to date by the Contractor The registcr will include the tradc name, physical properties and characteristics, chemical ingredients, health and safety hazard information, safe handling and storage procedures, and emergency and first aid procedures for the product The troject comply with the December 2002 gm oa 14 Environmental and Rcsettlement Management Plan Tamil Nadu Road Sector Project Measure Location Reference SI. No Activities Management Manufacturc, Storage and Use of Hazardous Chemical Rules, 1989 All construction sites International Labour is required to comply with all the precautions as required for the 2 5 Safety Measures The Contractor Organisation gLO) as per the International Labour Organisation (ILO) During safety of the workmcn No 62 to thls contract. The contractor will Convention Construction Convenuon No. 62 as far as those are apphcable masks, etc, to Section 2 6 supply all necessary safety appliances such as safety goggles, helmets, regarding, the workers and staff. The contractor has to comply with all regulation egress workAng platforms, excavations, trenches and safc mcans of entry and on the work No man below the agc of 18 years and no woman will be employed containing lead of painting with products containing lead in any form No paint paint or lead products will bc used except in the form of paste or readymade is applied in the Face masks will be supplied for usc by thc workers when paint form of spray or a surfacc having lead paint dry rubbed and scrapped 2 6 Earthworks MoRTH 301 3 3 as per design, or as directed by the Engineer All along the project 1 Earthcut The work will consist of measures 2 6 use of corridor to control soil erosion, sedimentation and water pollution, through sedimentation, mulchcs, grasses, slope drains and other devices All temporary as incidental pollution control works and maintenance thereof will be deemed to the earthwork or other items of work All along the project Sec 2 3 2 stocking Stock piling of top soil as per Sec 2 1 3 2 6 1 1 Stripping, corridor and preservation of top soil Engineer to All along the project MoRTH 111 8 All earthwork will be protected in a manner acceptablc to the 26 1 2 Dust corridor minimise generation of dust project MoRTH 306 & MoRTH excavations the Contractor will take all adequate All along the 2 6 1 3 E.rosilon Vhile planning or executing 306 and takc corridor 311 precautions against sriil crosion and contamination as per MoRTH 311 appropriatc drainage measures to kccp the sitC frcc of water as pcr MoRTH shall be in Turfing on critical road embankment slopes with grass sods, embankment MoRTH 307 & MoRTH accordance with the recommended practice for treatment of as possiblc 308 slopes for crosion control The work will be taken up as soon Othcr piovidcd the scason li favourablc for the establishment of sod,; secding of measures of slopc stabilization will include mulching, netting and batters and drains immediately on completion of carthworks 307 & MoRTH maintenance and refueling will be NloRTH Contamination of Vehicle/machinery and equipmcnt operation, 2002 Laknl-4 15 December Environmcntal and Resettlemcnt Managcment Plan Taiiil Nadu Road Sector Project Location Reference SI. No Activities Management Measure 311 soil carried out in such a fashion that spillage of fuels and lubricants docs not contaminate the ground Oil interceptor (6 Nos ) will be provided for vehicle parking, wash down and refueling areas within the construction camps Fuel storage will bc in proper bundcd arcas All spills and collcctcd petrolcum products will be disposed off in accordance with MoEF and SPCB guidelines The design of Od interceptor will be as per the conceptual design presented in Drawing-1.2 Drawing-1.2 Section 2 3.2 Fuel storage and refilling areas will be located at least 300m from all cross drainage structures and important water bodies or as directed by the Engineer In all fuel storage and refueling areas, if located on agricultural land or areas supporting vegetation, the topsoil will be stripped, stockpiled and returned after cessation of such storage and refueling activities as per Section 4 1 4 Compaction To minimise soil compaction construction vehicle, machinery and equipment wlil move or be stationed in the designated area (RoW or Col, haul roads as applicablc) only The haul roads for construction materials should bc routed to avoid agricultural arcas abutting the Water bodies close Environmental 2 6 1 4 Siltinsg, Silt fencing NvlIl be provided at the base of stock pdes near watcr bodies to the project Protection Act, 1986 Contaminationi of road close to construction sites Silt fencing of geo textile (MIRAFI 140N or corridor Watcr bodic equivalent) Drawing-1.3 The dcKilir of silt fenciiig will bc as. pcr the conccptutal des,ign prcscntetd in Drawing- 1.3 Construction materials containing fine particles will be stored in an enclosure such that scdimncnt-1adcn water docs not drain mtto nearby watercourses All dischargc standards promulgatcd undcr Environmental Protection Act, 1986, wll be adhered to All waste generatcd from the sitc will be disposed off as acceptable to the E.ngciner E ngmccr, bc Along earthfill arcas MoRTH 305 3 5 3 2 6 1 5 E.arth fill E.mbankment and other fil areas, unless othcr wise permitted by the constructed cvcnly over thcir full width and the contractor wlll control, and dircct movement of constructioni vehiclcs and machinery ovcr them with 2 6 1 6 Slope protcctioni EImbankments and othcr areas of unsupportcd fill will not be constructed steeper side slopes, or to grcater i,idths than those shown in design drawings statioled in All along the AnnelCxure 'A' to 2 6 1 7 Comp.icton of soil Conistruction vehicle, machinery and cquipment shall movc or be NfoRTH 501 the designated area (RoW or Col, as applicable) only Whilc operating on corridor agricultural lands for any construction activitics, topsoil will be preserved in 16 December 2002 Tatnil Nadu Road Sector 1'roject Environmental and Rcscttlemcnt Management Plan SI. No Activities Management Measure Location Reference stockpiles. 2 6 1 8 Soil Itrosion On road embankment slopes, slopes of all cut, filU ctc, shrubs and grass will be All along the HD planted On sections with high filling and deep cutting the side slopes wlln be graded corridor and covered with bushes and grass, etc., adopting suitable bioengineenng techniques Thc suitablity to be decided by the Engineer at site Stretches along Along sections abutting water bodies stone pitching needs to be earned out for Dharmapuram ,lopcs bctwecnl I vertical: 4 horizointal to I vcrtical to 2 horizontal. Tiruppur Nilgiris, Tiruneclvcli At the outfall of each culvert, erosion prevention measure, such as the following, will Shencottah Quilon, bc undertaken, as provided in the design Old Courtalam Falls I Grass scales Road, Ooty M Palayam Erode, 2 Rock nprap Oory Kothagiri 3 Rock mattresses Erode, Calicut Vythiri Gudalor, 4 Cut off wall Coonoor Kattabettu 5 Downstream silt screens/walls and Coonoor Kundah The work shall consist of measures as per design, or as directed by the Engineer to control soil erosion, sedimentation and water pollution, through use of berms, dikes, sediment basins, fiber mats, mulches, grasses, slope drains and other devices. All temporary sedimentation, pollution control works and maintenance thereof will be deemed as incidental to the earthwork or other items of work MoRTH 2 7 Surfacinig The contractor will take all necessary means to ensure that works and all All along the project Annexure A to associated operations are carried out in conformity with Annexure A to MoRTH corridor 501 501 All workers employed on mixing asphaltic material etc., will be provided with protective footwear as specified in Section 2 4 2 7 1 Operating Hot Mix Monitoring of the pollutants will be carned out by the agency identified for All Hot-mix and Environment Plants and Crushcrs Environmental Monutoring as detailed in the Environmental Monitonng Plan for the Crusher Plants (Protection) Rules, 1986 project All vehicles and equipment used in construction will be fitted with exhaust silencers Dunng routine servicing operations, the effectiveness of exhaust silencers will be checked and if found to be defective will be replaced. Noise limits for Montoring Plan construction equipment used in this project (measured at one metre from the edge of the equipment in free field) such as compactors, rollers, front loaders, concrete mLxcrs, cranes (moveable), vibrators and saws will not exceed 75 dB(A), as specified 17 December 2002 Tamil Nadu Road Sector Project Environmental and Resettlement Mfanagement Plan St. No Activities Management Measure Location Reference in the Environmcnt (Protcction) Rules, 1986 Notwithstanding any other conditions of contract, noise level from any item of plant(s) must comply with the relevant legislaton for levels of sound emission Non- compliant plant will be removed from site. The suspended particulate matter contnbution value at a distance of 40m from a controlled isolated as wcll as from a unit located in a cluster should be less than 500.ig/mI.Dust screenmng vegetation will be planted on the edge of the RoW for all existing roadside crushers 2 7 2 Bridge Works & Whle working across or closc to the Rivers, the Contractor will not prevent the flow At locations were MoRTH 2500 Culverts of water. If for any bndgework, etc., closure of flow is required, the Contractor wlll bridge works and seek approval of the Engineer The Engineer will have the nght to ask the culverts are Contractor to serve notice on the downstream users of water sufficientdy in advance proposed Construction over and close to the non-perennial streams will be undertaken in the dry session. Construction work expected to disrupt users and impacting communuty water bodies will be taken up after serving notice on the local community. Dry stone pitching for apron and revetment will be provided for bndges and cross drainage structures 2 7 3 EInvironmental Monitoring of environmental attnbutes such as air, noise, water and soil quahty will As per Monitoring Environmental Nloiiitoriiig be carned out by the agency identified for Environmental Monitoring as detalcd in Plan Monitoring Plan the Environmental Monitorng Plan for the project Monitonng of soil quaahty wlll also be carried out in event of accidents / spllUage during bulk transport of hazardous matenal 2 7 4 Tree Il'antation Trecs felled wl]l be replaced as per the compensatory afforestation cnteria in Entirc Project Forest (Conservation) accordance with the Forest (Conservation) Act, 1980 Four trees wlll be planted for Corridor, as per the Act, 1980 evcry tree lost along the project corridors tree plantation strategy 2 7 5 C1i.11cC fOLutid All ftissils, coins, articlcs of value of antiquity and structurcs and othcr rcmains or Archaeological things of geological or archaeological intercst discovered on the site shall be the PtopcttY property of the Government, and shall be dealt with as per provisions of the relevant legtislation Thc contractor shall takc reasonable precaution to prevent his workmen or any other pcrsons from removing and damaging any such artcle or thing and shall, 18 December 2002 Environmental and Resettlement Management Plan Tamil Nadu Road Scctor l1rojcct Measure Location Reference SI. No Activities Management of immediately upon discovery thereof and before removal acquaint the Engineer the same, such discovcry and carry out the Engineer's instructions for dealng with of awaiting which all work shall be stopped 100m all directions from the site discovery (ASI) The Engineer shall seek direction from the Archaeological Survey of India before instructing the Contractor to recommence work on the site. if a rare/ threatened/endangered flora species is Stretches along 2 7 6 Damagc or Loss of Dunng construction, at any point of time, on specific advice from the Dharmapuram Chance-found found, it shall be conserved in a suitable manner. The Engineer, as associated Tiruppur, Ndgiris, Flora & HD shall approve detailed conservation processes, plans and designs as well Important Tirunelveli Fauna modification in the project design Shencottah Quilon, Old Courtalam Falls Road, Ooty M Palayam Erode, Ooty Kothagiri Erode, Calicut Vythiri Gudalor, Coonoor Kattabettu and Coonoor Kundah 3 Contractor Demobilization for approval of PIU and to implemcnt All Construction 3 1 Clcating of Contractor to prepare site restoration plans of the works, all temporary Workers' Camps Construction of these plans fully prior to demobilzation. On completion excreta or other disposal pits or Camps & structures will be cleared away, all rubbish burnt, outhne site left clean and tidy, at Restoration trenches filled in and effectively sealed off and the the Contractor's expense, to the entire satisfaction of the Engineer. spoils will bc At all borrow area Appendix -III(B) of Borrow pits will be re-developed at such borrow locations, 3 2 Redcvclopment locations suggested dumped with an overlay of stockpiled topsoil, in accordance with compliance Borrow Areas of for the project requirements with respect to MoEF/SPCB guidelines. Redevelopment the borrow areas will be taken up in accordance with the plans approved by etvironmental specialist 19 December 2002 n~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- I CRECHE SKILLED CLINIC WORKERS LADY INSPECT R' STORE 3M. WIDE VCFEMALE CHAIN UNK B:6 FENCING _ CEMENT FWORKERS PLASTER~~ ~ ~ ~ ~ ~ ~ ~ ~~~~~ADE L J CONSTRUCTION PLANTS VEHICLE WASHING |WASHING FAMIUES UAREA BRICK WALL TO GENTS PARKINGo ONE BRICK THICK 3M. HIGH TOILET SPACES PARKING SEPERET THE nWASHING 0 MALE WORKERS AREA ------'j ENTRY| NR ------ PROJECT CAMP TAMIL NADU ROAD SECTOR No | 1. LAYOUT FOR CONSTRUCTION NOTES Drawing 70, Swdw Pae Rad, Oulny, Censmi 600 025. Package - 1) SITE SPECIFIC CHANGES IFANY. gM, LEA Assodates South Asia Pvt Ltd. I W By I ot AiPtLd ENGINEER C |DaeO u-fi7 mh, l,da, TO BE MADEONLY ON APPROVAL OF THE |Dronr et Ld EaIs Chainage - |DeIed By B~~~~~~~~~~~~~~~~~~~~~~~-Iir-27.mldFloo. MatroCoopwrale indudf ______Ma| , Road.Noew Detl-110044 91-011-4973956055 Vesh SahKn Deurw2002 Scale Awblrnwd Amshlyn R.C C (M20) FINISHEDWTTHICK M.S. FLOATINGCOAT OF NEAT EiENT R 350 675 0 t i SLURY SLOPE 1.440 DRAIN R.C C (M20) INLEr PIPE 0 S - 1O0MM RAMMED8RK WALATFIS BRICKSIN 1:4 CEMENT MORTOR 300 ~~~~75MMTHICKR.C.C. (M20) BED 50 100 50 50 50 RAMMEDEARTH 50 SECTION A-A AS PER REQUIREMENT SECTION -B-B 2t SLOPE 1.40 1 -1-75 a z i DRAiN WITHA SLOPE OF 1.40- 55 ~~~~~~~FOOTING' 0 SLOPE 140 BRICK WAL '2 I ~~~~~~~~~~L LA LA OIL INTERCEPrO ROAD SIDEDITCHIl7 1375 KEY PLAN PLAN OF OIL INTERCEPTOR SCALE 500MM 200MM 0MM 500MM 1000MM Note At locations with significant inflow spacing of 100mm will be provided b/w inlet cnd first baffle wcal. At other locotUons. 50mm spcce will be maintained NOTES: Drwing No. 1.2 OIL AND GREASE INTERCEPTOR TAMIL NADU ROAD SECTOR PROJECT 025. 1) FOLLOW WRiTTEN DIMENSIONS ONLYi7. Swdar Pei Road.Gulndy. Csws 600 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package _ PvL 3) SiTE SPECIFiC CKANGES IF ANY. Chainage Deined er. Dnwn Or ChKed Br. Ap d By. Date: LEA h isocates South Asia LW. CoopeatIe IndousilsEet TO BE MADEONLY ON APPROVAL OF THE ENGINEER _B-iE-27, lind Fior. Man Mctal Road,New DcmBe 1004t Scale -ANilrmod AmnbuehNve Shuph S5f5h Kumff Deacember2002 91.O1141973950-a5 SLOTS 100MM C/C SUPPORTING MES F - ANGLE FRAME A GEOTEXTILE MIRAFI 140 N OR SIMILAR ______M_X3M APPROVED MAKE-. . ANGLE ELEVATION SECTION A-A GEOTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE 275A GEOTEXTILE MIRAFI-I. 2527 I 140 N OR SIMILAR M.S. ANGLE APPROVED MAKE (2m x2m x3m ANGLE (25MM X 25MM X 3MM) I I I ~ I I SUPPORTED ON MESH (25MM X 25MM X 3MM) - L ~ BINDING WIRE 625 THROUGH SLOTS 111 1 A-' PLAN DETAIL AT A NOTES Dravlng No. 1.3 SILT FENCING TAMIL NADU ROAD SECTOR PROJECT 78.SrPRd, Gud.Ch,n, 60C25 1) FOLLOW WRITrEN DIMENSIONS ONLY 2) ALL DIMENSIONS IN MM UNLESS OTHERMISE STATED Package - Appvad | Date | 19 LEA Associates South Asia PvL Ltd. 3) SITE SPECIFIC CHANGES IF ANY. Chainage - |Dbgned B | D ByW. ChekeddBy. Br I I 6-|11E-27. Ittd Flor, Mohan Cosve bd1 Esal, TO BE MADE ONLY ON APPROVAL OF THE ENGINEER | MaUwraRood, N.w DeIId-110044 Scale 115 AbI| d A|n |baBhu Sathb Kuw Decnbr 2002 9111496 Tamil Nadu Road Sector Project Environmental and Resettlemcnt Management Plan 1.6 REPORTING SYSTEM Reporting system provides the necessary feedback for project management to ensure quality of the works and that the program is on schedule. The rationale for a reporting system is based on accountability to ensure that the measures proposed as part of the Environmental & Social Management Plan get implemented in the project. The reporting system (see Table-3) will operate linearly with the contractor reporting to the Divisional Officer, who in turn shall report to the head office of HD All reporting by the contractor and Divisional Officer shall be on a quarterly basis. The HD shall be responsible for preparing targets for each of the identified ERMP activities. All subsequent reporting by the contractor shall be monitored as per these targets set by the HD before the contractors move on to the site. 'T'he reporting by the Contractor will be a monthly report like report of progress on construction and will form the basis for monitoring by the HD, either by its own Environmental Engineer/s or the Environmental Specialist hired by them. The monitoring and the subsequent reporting would include: * Monitoring of facilities at construction camps * Monitoring of air, noise, soil and water parameters * Monitoring of bio-engineering measures suggested Table 3: Desired Monitoring and Reporting Process and Responsibilities Technical Auditor/Local HD HD Head Office World Bank FNo.at Item Timing . Reporting to HD Oversee/ Field |Report to Desired Format Supervision I Read O HD Compliance RoWB Supervision Head Office Monitoring WB Supervision CONTRACTOR MOBILISATION AND SITE CLEARANCE onrctrto . eporting by Before start 1.r 1 Nll contractor to HD Iof |AS rcquired AS required Quarterly Hialf yearly for debris disposal construction s locations I I CONSTRUCTION PHASE Mtoniitoring of construction site Before start Quarterly Quarterly Half yearly and construction of work camp 'Iarget sheet for C2 lollution5 As required After Nlontioniirg fter Half yearly Nxlonitorinig f F'argct shCLttfr Bfr start C3 moitoring bi- of Qorkuarterly Quartcrly A\ rcquired 1-1alf yearly Ycarly __ _ d__iversity o f _ _ rk______wo ______'T'he reporting formats are annexed to this plan as Appendix VI 1.7 INSTITUTIONAL ARRANGEMENTS & TRAINING 'I'he Supetintending Engineer (i-liglhways) of the H-1D shall co-ordimate implemcntation of the maintelialce componient. Divisional FIngincers of rcspectivc districts will be implemenitjing authorities at thc district level Environmental specialist of the PIU shall co-ordinatc witl the contractor for m ul- 23 D)ecember 2002 Resettlement Management Plan Tamil Nadu Road Scctor Project Environmcntal and of implementation of the ERMP. Reporting shall be undertaken by the contractor under the supervision the Environmental Specialist of the PIU and shall be reported to be PIU as well as the World Bank. 1.7.1 TRAINING 2 The members of the Environmental Cell will be trained in environmental protection both in theoretical Cell and practical aspects. It is expected that the Environmental specialist hired for the Environmental training will act as the key person for this. While theoretical aspects will form the bedrock of the will programme, it will be the practical site visits and /or hands-on training at project site itself, which capacity be of direct use to the project. However, the HD is committed to developing the environmental in-house and, therefore, all proposals for the training of its officials will have to consider this objective also. the It is expected that the Environmental specialist will provide the basic training and then identify detailed experts in specific aspects of road-related works who will train the officials regarding the procedures. S/he will develop specific modules catering to all these needs after assessing the capabilities training of the members of the Environmental Cell and the requirements of the project. The entire and would cover basic principles of environmental assessment and management, mitigation plans training programmes, implementation techniques, monitoring methods and tools. The detailed programme is presented in Appendix-VII. 1.8 ENVIRONMENTAL MONITORING PLAN are The purpose of the monitoring programme is to ensure that the envisaged purpose of the project achieved and result in desired benefits to the target population. To ensure the effective implementation out. Trhe of the ERMP, it is essential that an effective monitoring programme be designed and carried may environmental monitoring programme provides such information on which management decision of be taken during construction and operational phases. It provides basis for evaluating the efficiency the mitigation and enhancement measures and suggests further actions that need to be taken to.achieve desired effect. The monitoring includes: * Visual observations; * Selection of environmental parameters at specific locations, * Sampling and regular testing of these parameters. 1.8.1 OBJECTIVES l'he objectives of the environmelntal monitoring programme are. * Evaluation of the efficiency of mitigation and enhancement measures; * Updating of the actions and impacts of baseline data; * Adoption of additional mitigation measures if the present measures are insufficient; 2 Ihc bl.'IroIomItal Cell In I'IU Is CotimiiO both to upgradation andl nlanitLitiCe Coerltdors 24 December 2002 'ramil Nadu Road Sector Pro1 ect Environmental and Resettlement Management Plan * Generating the data, which may be incorporated in environmental management plan in future projects. 1.8.2 METHODOLOGY Monitoring methodology covers the following key aspects: * Components to be monitored; * Parameters for monitoring of the above components; * Monitoring frequency; * Monitoring standards; * Responsibilities for monitoring; * Direct responsibility, * Overall responsibility; * Monitoring costs. Environmental monitoring of the parameters involved and the threshold limits specified are discussed below 1.8.3 AMBIENT AIR QUALITY (AAQ) MONITORING Ambient air quality parameters recommended for road transportation developments are Respirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide (CO), Oxides of Nitrogen (NOx), Hydro-Carbons (HC), Sulphur Dioxide (SO 2) and Lead (Pb). These are to be monitored at designated locations starting from the commencement of construction activity. Data should be generated over three days at all identified locations in accordance to the National Ambient Air Quality Standards (Table-4). The location, duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan. Table 4: National Ambient Air Quality Standards Time Sensitive Industrial Residential Method of measurement Pollutants Weighted Area Area Rural &other Area 3 3 3 Sulphur Dioxide (SO2 ) Annual* 15 pg/m 80 pg/M 60 ptg/M Improved West and Gacke method 3 3 3 24 hours"< 30 pg/M 120 pg/M 90 pg/rn Ultraviolet fluorescencc Oxides of Nitrogen (NO,) Annual* 15 ptg/rn 3 80 pg/m 3 65 pg/rn3 Jacob and Hochheiser modified (Na-Arsenitc milethod 24 hours" 1 30 ptg/rn3 120 pg/rn 3 91 pg/rn 1 Gas phasc ChcmIluImMseeCCCC Carbon NMonoxide (CO) 8 hours> 1000 Itg/irn1 5000 pg/in3 2000 p.g/rn1 Non dispersive infrared spectroscopy 1 hour 2000 pg/ri 1000 pg/rn3 4000 pig/rn 3 Lead (Pb) Annual1 0 50 Itg/m 1 1 0 pg/m3 0 75 pg/rnl AAS Nlethod 24 hours aftcr sampling usinig I PNI 20000 or cquivalenit filtcr paper 24 hours+" 0 75 pAg/mil3 1 5 pg/lil 1 00 pg/rn 3 Respirable I articulatc Matter Annual' siC ,/ 1 I h,m/10 6n II,,/I..3 (RPM)- Sizc less than 10,um 24 hours." 75 ptg/nirn 150 pg/rn' 100 pg/In' 25 lDecembcr 2002 'ramil Nadu Road Sector Project Environmental and Rescttlement Managemcnt Plan Pollutants Time Sensitive Industrial Residential Method of measurcment Weighted Area Area Rural &other Area Suspended Particulate Annual* 70 ig/m3 360 ig/rM3 140 Jig/M 3 Average flow rate not less NIattcr (SPM) than 1.1 rii.m / minuti 3 24 hours** 100 al/m3 .500 g/rM3 200 ig/Mr SourceAnon 1996-97, NasioianA,nbAm,In Air.Quayj Alfolnlonng SenemNAQAMS/a/ 1996-97, CentNralllolluhron Con,trl Board, Delhi *Average Arithmetic mean of minimum 104 measurement in a year taken for a wveek 24 hourly at uniform interval **24 hourly/8 hourly values should meet 98 percent of the time in a year 1.8.4 WATER QUALITY MONITORING The physical and chemical parameters recommended for analysis of water quality relevant to road development pro)ects are pH, total solids, total dissolved solids, total suspended solids, oil and grease, COD, chloride, lead, zinc and cadmium. The location, duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan. Water should be abstracted with prior permission form the concerned engineer. TIhe monitoring of the water quality is to be carried out at all identified locations in accordance to the Indian Standard Drinking Water Specification - IS 10500: 1991 (stated in Table-5) Table 5: Indian Standard Drinking Water Specification-IS 10500:1991 S Substance or equtem Undesirable Effect Outside the Permissible Limit in Methods of Si.o Sbstaceent Undeirabl Effct Otsid the the Absence of Test (Ref. To Remarks No. Characteristic (Desirable Desirable Limit Alternate Source IS) Limit) Essential Characteristics 1 Colour, Hazen units, 5 Above 5, consumer acceptance 25 3025 (Part 4) Extcnded to 25 only if Max decreases 1983 toxic substanccs are not suspected, in absence of alternate sources 2 Odour Unobjcctio 3025 (Parts a) I est cold and when nable 5) 1984 heated b) Test at several dilutions 3 'faste Agreeable 3025 (Part 7 'rest to be conducted and 8) only after safcty has been 1984 established 4 'ITurbiditv NTU, 5 Above 5, consumer acceptance 10 3025 (Part 10) Max. decreases 1984 S IPh Value 6 5 to 8 5 Beyond this ranige, the watcr will No rclaxation 3025 (lart 11) affect the mucous mcmbrane 1984 and/or wvater supply system 6 *I'otal hardncss (as 300 E-ncrustation in water supply 600 3025 (I'art 21) CaCOi) MG(/i, structuire anid adverse effects on 1983 Alax domestic use 7 Iron (as Fe) mg/I, 0 3 Bcyond this limit taste/appcarance 1 32 of 3025 Ala.x are affected, has adversc effcct on 1964 domestic uses and wvatcr supply structures, and promotcs iron lbacteria 8 Clhlondcs (as Cl) 250 Bcyonld thisimit, taste, corrosion 1000 3025 (Part 32) mg/l, AIa\ and palatabdilty are affectcd 1988 9 Residual, frec 0 2 - 3025 (Part 26) 'I'o bc applicabic onily chlorine. mg/i, AlMn 1986 whefn watcr is chlorinated 'Testcd at consuLImcr cnd \W01cii protcction against v'iral infection is requircd, it 26should bec Mbrn0 5 20g/ 26 Dececmber 2002 Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan Requirem Permissible Limit in Methods of Si. Substance or ent Undesirable Effect Outside the the Absence of Test (Ref. To Remarks No. Characteristic (Desirable Desirable Limit Alternate Source IS) ______Lim it) Desirable Characteristics I Dissolved solids 500 Beyond this palatability decreases 2000 3025 (Part 16) mg/1, AMax and may cause gastro intestinal 1984 irntation 2 Calcium (as Ca) 75 Encrustation in water supply 200 3025 (Part 40) mg/1, Afax structure and adverse effects on 1991 domestic use 3 Magnesium (as Mlg), 30 Encrustation to water supply 100 16, 33, 34 of IS mg/1, Max structure and adverse effects on 3025: 1964 domestic use 4 Copper (as Cu) 0.05 Astringent taste, discoloration and 1 5 36 of 3025 mg/1, Afax corrosion of pipes, fitting and 1964 utensils will be caused beyond this 5 Manganese (as Mn) 0 1 Beyond this limit taste/appearance 0.3 35 of 3025. mg/1, Afax are affected, has adverse effects on 1964 domestic uses and water supply structures 6 Sulphate (as 200 200 Beyond this causes gastro intestinal 400 3025 (Part 24) Mlay be extended up to S0 4 ) mg/1, MIlax irntation when magnesium or 1986 400 provided (as Mg) sodium are present does not exceed 30 7 Nitrate (as NOa) 45 Beyond this, may cause 100 3025 (Part 34) mg/ 1, AIax mcthaemoglobinemia 1988 8 Fluonde (as 1) 1 Fluoride may be kept as low as 1.5 23 of 3025: mg/1, AMax possible. High fluonde may cause 1964 fluorosis 9 Phenolic 0.001 Beyond this, it may cause 0 002 54 of 3025 compounds (As objectonable taste and odour 1964 C6 HOH) mg/I, A1_ax 10 Mercury (as Hg) 0.001 Beyond this, the water becomes No relaxation (see Note) To be tested when mg/ 1, Max toxic Mercury ion pollution is suspected ______~~~~~~~~~~~~~~analyser 11 Cadmium (as Cd), 0.01 Beyond this, the water becomes No relaxation (Sec note) 'l'o be tested when mg/1, AMax toxic pollution is suspected 12 Selenium (as Se), 0 01 Beyond this, the water becomes No relaxation 28 of 3025 I'o be tested when mg/1, Max_a toxic 1964 pollution is suspected 13 Arsenic (As As) 0 05 Beyond this, the water becomes No relaxation 3025 (Iart 37) ro be tested when mg/1,I.nax toxic 1988 polluton is suspected 14 Cyanide (As CN), 0 05 Bcyond this Ilmit, the water No relaxation 3025 (Part 27) T'o be testcd when nmg/1, Alax becomes toxic 1986 pollution is suspected 15 Lead (as Plb), mg/i, 0.05 Beyond this limit, the water No rclaxation (see note) ro be tested when A'1aw\ becomes toxic jolluton is suspccted 16 Zinc (As Zn) Mlg/i, 5 Bycond this limit it can cause 15 39 of 3025 'l'o be tested wheni Max astringent taste and an opalescence 1964) pollution is suspccted In water 17 Anioniic detergents 0 2 Beyond this limit it cani causc a 1 NIethyletic-bluc 'i'o be tested wheni (As Nl\BAS) mg/l, light froth in watcr extractiol pollutionll s sIspcCtCd Allax method 18 Chromium (As 0 05 May be carcinogcnic above this No rclaxation 38 of 3025 luo be tested when 6 Cr +) mg/1, Max limit 1964 pOllutionLi sLispcCtLcd 19 l'ol nuclear - May bc carciniogenic above this aromatic limit hydrocarbons (as l'AH-) g/ I, Alax 20 MIiineral oil mg/i, 0 01 13eyond this limit undesirable taste 0 03 Gas A\ax aiid iidour after chlorination take Chromatograph placc ic method 27 December 2002 Tamil Nadu Road Sector Project Ernvironmental and Resettlement Managcment Plan S Substance or equirem Undesirable Effect Outside the Permissible Limit in Methods of No. Characteristic (Desirable Desirable Limit the Absence of Test (Ref. To Remarks Limit) Alternate Source IS) 21 Pesticides mg/l, Absent Toxic 0 001 - Max 22 Radioactive matenals 58 of 3025 01964 23 a) Alpha emitters 0 1 - Bq/1, Aax 24 Beta emiters pci/l, - - ___ ax ______25 Aluminium (as Al), 200 Beyond this lmit taste becomes 600 13 of 3025 1964 - me/I, Alax unpleasant 26 Alumimum (as Al), 0 03 Cumulative effect is reported to 0 2 31 of 3025 - mg/l, Max cause dementia 1964 27 Boron, mg/i, Max 1 5 29 of 3025 - 1964 Source Indian Standard Drmnkinglrater Speafjicaton-IS 10500 1991 1.8.5 NOISE LEVELS MONITORING The measurements for monitoring noise levels would be carried out at all designated locations in accordance to the Ambient Noise Standards formulated by Central Pollution Control Board (CPCB) in 1989 Sound pressure levels would be monitored on twenty-four hour basis. Noise should be recorded at an "A" weighted frequency using a " slow time response mode" of the measuring instrument. Noise pollution parameters wvll be monitored and recorded by the contractor, which shall be ensured by the engineer. The location, duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan (Table-6). Table 6: Noise Level Standards (CPCB) Landuse Noise level for Day Noise level for Time Lcq dB(A) Night Time dB(A) Industnal area 75 70 Commercial area 65 55 Resldential area 55 45 Sllence zone 50 40 Note: Day time - 6.00 am - 10.00 pm (16 houirs) Neght tnme - 10 00pm'n - 6 00 ami;(8 hoars) It is thc responsibility of the contractor to maintaini the equipmenits and to mionitor the emissions and noise levels within the permissible limits, wlvichl shall be cnsured by the enginecr 1.9 MONITORING PLAN 'lhe monitoring plan along with the environimenital parameters and the time frame is preselnted 11i thc, cnviroiinmenital monitoring plan. 'Ihe monitorinig plan for the various performance indicators of the ptoject in the constructioni stages is summarised in the Table-7. lm -lp 28 Dcccmber 2002 Environmental and Resettlement Management Plan Tamil Nadu Road Sector Project Table 7: Environmental Monitoring Plan Institutional res onsibility Env. Project MONITORING Frequency Duration Implementation Supervisio Component Stage Parameters Special Guidance Standards Location n I-lgh volume sampler to be located Air (Prevention Continuous 24 for Cnrco hog nier SPMN,RSPMN, So 50 m from the plant and Control of HtmxOnce every hours/ or season for full working approved HD NO\, CO, I-IC to the downwind Pollution) plant/Batchung plant agency direction Use Rules, CPCB, one year day moiutonng method specified by 1994 Construction CPCB for analysis Air HtageHgh Volume Sampler to be o foratohouh Egier from and Control of Stretch of the road Once every 1ulhotnours! rng Contractor through Engier Sl'.l,RP&M the earthworkslocatd40 site Ar(rvno Stecofteoasaonor workfng approved HD) SI%l, RSPL% h edrthwvrnddireto Pollution) where construction is season for hofull/ Use method Rules, CPCB, in progress site one year day monutonng agency specified by CPCB for analvsis Grab sample collected from as Water quahy 2 Once ever C ontacor thrug \V1rer QonIpl-1, D5,a5e BOO,1 S9, DOCOD, ,1 hlelhxsource and for analyse ; CVClcatons alonpeac Engmeer,HaDroved Constructon IoS, I'SS, DO Oil per Standard s omdor ill be season for Water QuaeR f 5 approved HD 'tage Greas,c(A) and'lb 1methods for standdCPCB bgmoetored till end of on yre WaterExamination of CPCB construction penod oneyr montonng agenc Water and Wastewater Equivalent urb,d,ty mStomnAsb sReadigs to be Euvlevelint ano 'rhnce a year taken at 15 Contractor through Engineer, Contruction Noise Irvels on dB integrated noise level Noise standards As directed by the for one year seconds at a by CPCB Engineer (A dunng the interval for 15 approved HD .tage (A)scale meter kept agency distance of 15 from maximum 5 locations) construction minutes every monutonng edge of pavementpeohuradtn 'I utbidiry in Stormn A.%specified by -As identified by the Pre-monmoon supervising and post- Miii Erosion Con,truction %%ster the engineer H4D staff I Water construction along monsoon Contractor HO SoiltagL Erosion ~~~ ~~~~~~HD for '~~tigL~ Silt load in pond,, quality each route seasons %xater courxcs standards one year 29 December 2002 Environmental and Resettlement Management Plan Tamil Nadu Road Sector Project Institutional resp nsibility Env. Project MONITORING Location Frequency Duration Implementation Supervisio Component Stage Parameters Special Guidance Standards n The parameters To the in I Storage Area mentoned are satisfaction of Quarterly Construction and the Constructon 2 DrSnage further elaborated in the HD and the At Storage area Sites and camps constuiction Contractor HD Stage Arrangements the reporting format standards given construction Construction stage C(rmps 3 Samtation in cheked ir,n the reporting Construction Camps adequacq form. Ieetd 1 time Con,,truction ~~~~~~ComparisonAt loaion angmeec Quarterly evaluation at HD HD Species diversity Quadrate method with pre-pro)ect t engineer each site Bio-diverstix C .Itagetuio Qstain by Selection of locations -as advised by 1 time Blioengineerin Operaton Vegetation coe Quarterly evaluation at Contractor HD Stagern (sqem)vern Geotechnucal Blongmeasures personnel of Engineer each site 2002 30 December Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan 1.10 ENVIRONMENTAL MANAGEMENT - BUDGET The environmental budget for the various environmental management measures proposed in the ERMP is detailed in Table-8. There are several other environmental issues that have been addressed as part of good engineering practices, the costs for which has been accounted for in the Engineering Costs. 31 Dcccinber 2002 Environmental and Resettlement Management Plan Tamil Nadu Road Sector Project Table 8: Environmental Budget3 for Maintenance Corridors ELIGIBILITY SHARE OF COMPONEN STAGE ITEM UNIT UNIT COST I1 UNTT TOTAL 1 TYPE OF I ICATEGORY | WB | o COMPONENTSTAGE I ITEM l Il (INR) QUN T COST (INR) I CONTRACT (A) Mit igation Dust Management with Eligible Construction spnnkling of wVater,covers for Km Covered in Engineenng Costs MC AlR vehccles transporting construction matenal costs MC Ehgible SOI], Construction Turfing/Pitchmg sq m Covered in Engineenng Operation Redevelopment of Borrow sq r Covcred n Engmeenng costs MC Ehgvble areas s m T 00 MC Eligible 800,000 00 200,000 00 CONSERVAT\lION Construction ,\tImgatson desigrs for 1000 LS 1,000,000 ClF BICODIVERSI IY endangered plant species Sub Total 1,000,000 00 800,000 00 200,000 00 (B) i\lMonitonng fonrtoning near all hot lm\ No of 5000 for 3- 225,000 00 MC Eligible 180,000 00 45,000 00 AIR C(onstruction plant locations approved by thc s sampe st 15*3*1 Engineer Smls sml e N\lonrtonng -at con.,truction No of 5000 for 3- 14*12,3000 MCEibl Eligible 1,788,000 00 447,000 00 sites in tandem with Samples sample s,t 149*3*1 2,235,000 00 MC construction 00o MC Eligible 1,192,00000 298,00000 \V\I R QUl,ItY Construction At speciid i the NicatonsSampes 5,000 149*2*1 1,490,0)) monutonng plan 1,788,000 00 MC Ehgible 1,430,400 00 357,600 00 NOISE Construction At equipmcnt yards a, directed No of 4,000 149*3*1 by the Engineer Samples Wirer Sourcc withun the forest Water Source 1\ thinll l irca b! crating pond of size No 15000 1501)'8 12000000 klrts Im 'x Il m \ 0 3m with CCmLnt concretL silihng 00 I rCe Plantation within Construction I'lintation of fruit beanng trcLs I S 10()1,000 100000*8 8110,000 to the budget based on these, comments should be included The estimation of budget is oinl! provisions not based on exact cstimates Any changes required to bc made 32 December Environmental and Resettlement Management Plan Tainil Nadu Road Sector Project TOTAL TYPE OF ELIGIBILITY SHARE OF UNIT COST COST (INR) CONTRACT CATEGORY WB GoTN COMPONENT STAGE ITEM UNIT (INR) QUANTITY lorc,ts BIO 00 MC Ehgible 1,200,000 00 300,000 00 ENGINEERING Conqtructon Moon3tonng survival L S 1,500,000 MEASURES Ehlgble 1,200,000 00 300,000 00 Operation Monitonng effectiveness LS - - 1,500,000 00 MC 240,000 00 60,000 00 Diversiy L S 1,000 for each 100*3 300,000 00 MC Ehgible BIODIVERSITY Construction Species location 00 7,230,400 00 1,807,600 00 Sub rotal 9,958,000 (C)rraining & Niobilnation TR-MNING | ,Construction As per modules developed for LS Included as EA TRAINING~ ~Iand Operation TNIRSP L Costss 10,958,000 00 8,030,400 00 2,007,600 00 'I (ltd Costs 00 8,833,440 00 2,208,360 00 Grand rotal INR (A+B+C+ 10/ Contingency) 12,053,800 251,120 83 184,030 00 46,007 50 (,rand 'l'otal USS (@INR 48 00/S (A+B+C+ l0%, Contingency) 33 Deccmber APPENDICES APPENDIX - I (A) PRIORITISATION OF CORRIDORS FOR MAINTENANCE Corridors that have been marked for further analysis to enable selection of the corridors for maintenance should be subjected to analysis using the 'Table-1 below. Finahsation of the corridor selection shall be based on the cost of mitigation measures that would be incurred for mitigation/avoidance of the impacts perceived. If mitigation costs for the corridor exceeds the environmental budget for the corridor, it can be excluded from selection. Table -1. Anticipated Impacts along Maintenance corridors and Selection Priority Si Environmental Impact Magnitude Selection Priority Mitiation/avoidance Measure No Component Description L M j H L IMil g 1 0 LIA anld R&R Land acquisition due to geomctnc Compensation to the affected persons for 1 1 Land Acqu sition corrections is anticipated T'emporary N N land acquisition should be through pnvate land acquisition due to setting up of negotiations lProvisions of R&R policy construction camps also e\ists will apply Clcanng of roadsides Clcanngforfoe laying of roadsidesofof_ ~~~~Impacts on affected persons have to be Squattcrs and shoulders to mauntain the proposed adequacts ompensated as per to bt 1 lncroachers sections involvcs cleanng of squattrs N adequately compensated as per the R&l and encroachcrs policy of GoTN Cultural properties c\istng on the edge of the esisting camageivay will relocation at a suitable site in consultation Relocation of be impacted due to non-availability of with the local peopIC 'The structure 1 3 cultural sufficient clear width 'I'here is nsk of 4 N constructed at relocation site should be properties pedestrian conflict and also accidental equal to or greater than the size of the collision of vehicular traffic \ ith the onginal structure structure All the utilitics that arc being impactcd Utilties present along the corndor have to be relocated bcfore start of the with in tht envisaged Col have to be conistruction activity 'I'he relocation has 1 4 Utilty relocation remo%cd Utilites generally includc, 4 N to be taken up in consultation ssih thc Water taps, WatLr pipelines, clctncity local users The utility rclocated should be lines, telephone lInes ctc operational bLfore construction to a oid hardships to the users 2 (J Bliodis ersitv/Rcsers,ed forest/Wild life sancttiancs/National P'arks Speed rcgulation along the foret arearcchI Increase of traffic along forests wsith to be strictly ImplementLd Prosi'ion of 2 1 l auna arrmal crossings vill lead to habitat 4 pcrcnnial \%atcr souirces within the forcst di,ini,grato n and insotl animal hits aeaS has to br taken tip t prescoit \ ild lire ceii.....n1s IiL iCIng (wvith locaslsy .i\.ailLh m1171lT1.l1)'If 1're'.elCe 'If LndangLrLd flora Iiong such locations lts tii be tikcL1 lip t lliir.i'(tic , endangeree f(ira .iIon, I ryd iccntut nsiikis. i corindors pas,ing thloigli bIodiNers, clsarlv dLfnL conirc5on \%ork ira No 2 2 IHor treas ssill Ii irresrsihk N illgitimate11Lrich dumlpinig has to tiLk plic, in rilpacts th. region Nso settin1g if construICion camps and hot nis. plints has to bc tiLei 4 t \VWiter11odies i:nir cti(incl C(il( t10 s .iier b idi 1- Sib fLncisig it st1oCikpilC1/ticnsp irin 41 \V1iWtrQuiltsI ss Uld lead t l silt.1iii 11in l 1 i i , 4 stlirig of dtimps 1is1 to hI. prn)isdcl N,i 1 ruLi0tt froim ci insictiusin s1sstu. J _ru_ [ Lo iff from constructs n sites shiuled IX Dl)ecemlber 2002 Tlamil Nadu Road Sector Project Prioritisatton of Corndors for Maintcnance Si. Environmental Impact Magnitude Selection Priority No Component Description L M H L M H Mitigation/avoidance Measure rcsuLlt inimpacts on water quality allowved into the water bodies If watcr bodies arc impacted, lost storage Geometric Correction, arc not capacit hiasto bc rcplaccd at tilL same anticipated as part of the maintenance location or elsewhere in consultation with 4 2 Impact onl sat(r corndors If corrections are made it 4 the local people In case of total loss of 4 bodiLs might lead to impacts on storage watcr body, an equisalent arca of the capacit) of wvatLrbodies due to swater bods has to be dug at appropnate partial/total filling location Local peoplc hase to be consulted in finalizing the location WVorking close to riers for 'I'he contractor should ensure that if maintenance works would interrupt flow of water into the ns crs and waterfow is interrupted for long tme, teiL 50 Bridge \ orks streams lbus \ ould deprn c the usage \Ndosl an alteram u c ource If nbcessary th and culverts of dos nstrcam users Further, it \%ould lead so directould flowflOv Icad ofto direct ~ ~ ~ ~ ~ ~ ~~ satercoursecntuto hasiet to be eontLogiadiverted from the conistruction matcrial into the courscdon sistreamr atcrccursss Compensatory platiting of 4 tree per tree Roadsidc trces which stIll present a cut has to be taki.n up Sue ial of the 60 Road side trees safety hazard for traffic mos mLnt 4 4 planted saplings has to be ensured and and pa\ ement shall need to be monitored till teV can sur\ i c remo\ cd tidependeilt of maintcnance, sshich is usually 3 ears Dcbns gencrated from clearing, Dumping Sites are to be identified pnor to grubbing, scanfying and laying the tart of constructioni The dumping sites 7 0 Dcbns Disposal road is capable of generating ilt 4 4 should be hasing capacity equal to or Scarified/wastcd bitumen swill be greater than the s(lume of debrns hiaiardous in nature gencrated lBorrowv material should be extracted from Borrow matenal c\tracted for grade hcenscd borross areas as per lN Milnor 80 Borfoss itig correctons will have impacts on the 4 4 Nlinral RuLe Ille topsoil of 15cm depth topsoil due to the ctraction as vell as has to be stockpiled beforc L\ca ationi its transport I opsoil along haLil roads has to be strpped and stored as stockpiles Quarrve matenal c\traction and Quarry material has to be etract.d from 9( uarr ing and crushing operation generites dust and IICCILd quarncs oiily Crushers utli/cd crushing las cs permanIent scars oll tilh for the prolect should comply with the topography _ollutLIon control rtgulations if CIiCB \VaIter eLtracti s1 shoLld la sKiirced friom Water e\1traction fir construction sUrface \ atcr bodies, identified b) the 1(11) \VatLr puIrpoSC will has impacts on griiund 4 4 ciinstractor and apprs ed bv the iN W\VI) QLAnIMM of eir ictiion and timiniig iof itcr, anid disruption toiothier us isa estrctiSin should be regulattd to a iid dliruption to OIithr U.sCrs 1 11 I l t In..imlspolinkon t te), hit mi\rl pin I hould b. IOiLLId tIheamient pollutanit conctiltraionits iLeilt liifl .n\\is from habitaii ns \\o rking In areas rich In irchiO lgIc11 In else if CIhnCe f.itnd,she ciststUictin '2t)\rcltei ihitgtc ii pri iien es i iy 1his e cit siseesl fcI i ssiirk has iio Ie hiltud and irchco)ili iie. l I22) V V eLrepLirlinhe\SiCIIICisOFiii beilfnf',n d 0i ,)tls%i P'rOiLprtie s tieLiisL pirollpertis iif IlglsLr trehi-tOhiOgic.1 s ilcie ceitirtCLe 'IF IILeirchIeiL hiigIC.ih dc p1.111intent, tihc \\tork 11ih be1) Cinnimence-IL I)woeDitiber2(1)2 APPENDIX I (B): SCREENING GUIDELINES FOR ENVIRONMENTAL AND SOCIAL ISSUES ALONG MAINTENANCE CORRIDOR As part of the TNRSP, about 2600 km of roads are proposed for maintenance component. This component mvolves resurfacing of the blacktop in most cases. Maintenance in some stretches involves sub-base treatment and grade corrections. Certain impacts are critical and mitigation would be expensive to be covered under maintenance component and they have been identified as exclusion criteria These include: * Land acquistion * Clearing of squatters and encroachers * Relocation of Common property resources * Encroachment on to Environmental Resources: * RIservcd forcsts * Wildlife Sanctuaries, National Parks, bird sanctuaries and biospherc rescrves * Water bodies and other cnvironmcntally sensitive areas * Landslides If the above impacts are of perceptibly higher magnitude, the respective corridors should be excluded under maintenance. Incase of magnitude of impacts could not be readily perceived, the corridors should be recommended for further analysis as per the impact magnitudes given in the Table-i of Appendix VI(B) and priority should be worked out based on the quantum of impacts analysed. lb g-z I.0Dcccniber 2002 APPENDIX II: SOCIAL IMPACTS AND RESETTLEMENT: PRINCIPLES AND POLICY FRAMEWORKS TAMIL NADU ROAD SECTOR PROJECT SOCIAL IMPACTS AND RESETTLEMENT: PRINCIPLES AND POLICY FRAMEWORK JUNE 1998 (l'his is a copy of the documenit "Resettlemenit anid Rehabilitation Draft lolicy D)ocument" approved by the Govcnltiieit of'l amil Nadu on 10 August 1998 under G 0. Ms. No. 193) Ibz Dcccmbcrl) 2002 Tamil Nadu Road Sector Project R&R Policy and Framework APPENDIX II: SOCIAL IMPACTS AND RESETTLEMENT: PRINCIPLES AND POLICY FRAMEWORKS DRAFT 1 INTRODUCTION AND OBJECTIVES 1.1 BACKGROUND The Government of Tamil Nadu is preparng the Tamil Nadu Road Sector Project with assistance from the World Bank. The aim of the project is to improve the performance of the State's road transport network by improving road conditions and capacity, and to improve the State's capacity to plan, develop and maintain the Tamil Nadu road networks. A selection of approximately 1,500 km. of road wll be included for rehabilitation under the project. Tlhese roads wlll be improved with raising of formation of levels, pavement strengthening, and widening and realignment where necessary. A number of bypasses may also be built. This policy document describes the principles and approach to be followed in minimizing and mitigating negative social and economic impacts caused by the project. A detailed and time-bound Resettlement Action Plan will be prepared based on this policy document. The Action Plan will contain a census and baselne socio-economic survey of the potentially affected population, as well as the institutional and organizational mechanisms required to undertake the resettlement programme. 1.2 INDIAN AND WORLD BANK REQUIREMENTS REGARDING DISPLACEMENT Government of India laws and guidelines require that assets lost through the exercise of Eminent Domaim be compensated at market value, and that displaced people be assisted in reestablishing their homes and livelihoods. Similar principles apply in all World Bank financed projects. 'lhe Bank's policy is described in Operational Directive 4.30 on Involuntary Resettlement T his policy document states that involuntary resettlement is an integral part of project design, and should be dealt with from the earliest stages of project preparation. Both Indian and World Bank guidelines related to resettlement aim at achieving the following overall goals * Involuntary resettlement shall be avoided or minimized where feasible, explorinig all viable alternative project designs. * Where displacement is unavoidable, people losing assets, livelilhood or other resourccs shall be assisted in improving or at a miiilmum regaining their former status of living at no cost to thetinselves. I)cccmbcr 2002 Tamil Nadu Road Sector Project R&R Policy and Framework 1.3 THE NEED FOR RESETrLEMENT IN THE PROJECT Most of the infrastructure work planned for the Road Sector Project wllU take place within the established Right of Way (RoW), and major land acquisition is not foreseen. However, initial studies show that the RoW is not free from encumbrances. The public land is encroached upon by people cultivating land within the RoW. It is likely that numbers of these squatters and encroachers wllU have to be displaced as part of the project. While these squatters and encroachers are generally not entitled to legal compensation for land they have occupied, the project will give targeted support to ensure that people are able to maintain shelter and livelihood, and be compensated for non-land assets lost as a result of the project'. Limited land acquisition is expected in cases where curve straightening or bypasses make it necessary to change the existing road alignment and acquire new land 2 IMPACTS AND ENTTLEMENTS 2.1 TYPES OF IMPACT TO BE ADDRESSED This policy addressed development-induced impacts caused by the project, and is not limited to physical relocation. Initial studies and experience elsewhere indicate that there are three broad categories of social and economic impacts, which require mitigation in this project. * Loss of assets, including land and house * Loss of livellhood or income opportunities * Collective impacts on groups, such as loss of common property resources The first two categories represent direct project impacts on an identified population. 'T'he affected people will be surveyed and registered, and project monitoring and evaluation wlll compare long term impact against basehne socio-economic data. 'I'he third category represents an indirect impact, where group members need not be mdividually registered. Gains and losses of a group-onented nature are not quantifiable in terms of impact on the individual. Mtigation and support mechanisms will be collectively oriented, and the monitoring of these development efforts will be the impact and benefits for the groups involved. l World Bank policy does not require legal compensation for land encroached or squatted upon. In India, however, it is customary to grant legal title to squatters and encroachers who have been in occupation for a certain period. The exact nature of this support varies from state to state. A draft national policy on resettlement currently under consideration by the Central Government proposes granting title to all who have been in occupation five years or more. Deccinber 2)002 Tamd Nadu Road Sector Project R&R lPohcy and Framework 2.2 SUMMARY ENTITLEMENT MATRIX A summary entitlement matrix for the project is provided in the table below: Tamil Nadu Road Sector Project SOCIAL IMPACTS AND RESETTLEMENT: SUMMARY ENTITLEMENT MATRIX Land Acquisition Inside Right of Way Impacts and assistance criteria Vulnerable Non- Vulnerable Non- Vulnerable Vulnerable Corndor of Impact Loss of land and other assets Support given to families and households l Consultaton, counsehng regarding altenmatives, and assistance in identifying ne\v sites and opportunities V / 2 Compensation for land at replacement cost, frec of fees or other charges 3 Advancc notice to harvcst non-perennual crops, or compensation for lost standing crop / / 4 Compensation for perenrual crops and trecs, calculating as annual net product value multiphcd b! number of years required for new crop to start producing 5 Replacement or compensation for structurcs and other non-land asscts /V / 6 Rights to salvage matcnals from e'isting structures, trees, and other assets / / / 7 Assistance in accessing housing schemcs, or other support to assist poor and vulncrable in V reestablishung their homes 8 Option of housing in resetdement sites in cases of cluster relocaton | / / / 9 Shifting assistancc and transition stipends A. Corridor of Impact. Lost or diminished livelilhood Support given to adult individuals It) Rehabilitation -iand assistance for lost or dirninishLd It%cihoiod / / 11 AdditionaI support mchanisms for 'LIlnerable groups in rcestablishing livliho)od V I 12 F,mplometioet opportunities in connection with project 1 An') othlr ilpacts not)yet identified, x hcthcr lo.)of issets or It Llihood Un fireLcis iimpact. shall bi. documiteld aind mitigatcI bl.isd on the principlels agrccd up0ii1i this polic) frain%s ork B. Indirect, group-oriented impacts in the vicinity of the road corridor ;roup MoitICd tLppOrt wvilllx gixcen to mstigatc inga.iI c impacts and Llohaice de clopIn intiopportiniicis l'hese categories and support mechatitsms are described In1more details itn the following s(ctIlOS. IL D)eceinmber 2002 T'amil Nadu Road Sector Project R&R Policy and Framework 2.3 SUPPOR PRINCIPLES FOR DIFFERENT CATEGORIES OF IMPACTS Loss OF ASSETS The project may cause people to lose productive land or houseplots, structures, wells, trees or other assets The project will therefore compensate and replace lost assets at their replacement cost, defined as the amount required for the affected person to replace the lost assets through purchase in the open market. 'lThe entitlement unit for such assistance is the household or family. To the extent possible the Project wllU aim at obtaining land through negotiating purchase prices witlh the sellers, acting as a buyer in the open market. Only if mutual agreement can not be reached about a purchase price, will the Land Acquisition Act and the Government's right of Eminent Domain be invoked. Existing records of land transaction and other official documents pertaining to the value of various assets are generally not reliable as indicators or real value 'fhe Indian Land Acquisition Act stipulates that additional compensation known as solatium is to be paid on top of the registered value of land and other assets, in recognition of the involuntary nature of the acquisition. However, it may still be insufficient to reach real replacement cost, or it may overvalue assets unnecessarily. 'T'he project will therefore objectively establish the real replacement cost of assets to be required. This will be done through conducting a Land Market Value Survey, and through compiling and comparing other available sources of information. Experience shows that cash compensabon carries a high risk and is normally inadequate in helping poor and vulnerable groups reestablish their lost assets, particularly in the case of productive land. Wealthier or more resourceful people, on the other hand, may prefer compensation which in their case does not entail a risk. T he project will therefore provide the option of compensation m kind as well as other support mechanisms to those deeme&as vulnerable or at risk. Replacement land of equal or better productive value will be offered as an option to those losing substantial amounts of land (i.e., 25% of their holdings or more), or where loss of land threatens the economic viability of the household. T'he costs of compensation for land and other assets acquired for civil works or other purposes are to be borne by-the State Government, in accordance with the procedures set out in the Indian Land Acquisition Act The WVorld Bank has not financed such costs in any of its projects, and is unable to do so in this project. However, any additional costs related to resettlement, capacity building, and other activities required to implement the Resettlement Action l'an, may be covered under the loan T'his may in certainl cases include additional support mechanisms other thani legal compensatioi for land, to ensure that affected people blenefit from the project and do not suffer any net losses. Loss of house and shelter People losinig thelr home represclt a particulai challenige in the resettlemiienlt programme Elvery effort will be mnade by the project to ensure that new hlous-ing is available before people aic requlred to relocate I)cccmbcr 2002 T'amd Nadu Road Scctor Project R&R Policy and Framework The project involves lnear resettlement, where narrow strips of land are affected along the road corridor. Large population clusters are therefore not likely to be affected by the project. The preferred approach is to assist people to move back and away from the Corridor of Impact, without having to move far away and disrupting local networks and support mechanisms. If it is found that clusters of people have to be relocated, the project wiU provide new housing in a resettlement site approved by the affected people, with adequate infrastructure and utilities. This will be provided as an option, although people may still choose self-relocation if they wish. In that case, compensation and other support should be provided to them, and the project should assist and facilitate their resettlement process. If resettlement sites are developed as part of the project, the local "host population" will also be consulted about their views and needs, and be given appropriate support to reduce any negative impact caused by an influx of new people. Loss of livelihood or income opportunities In some case s, the displacement caused by the project may lead to loss of livelihood or income opportunities, either temporarily or permanently. In such cases, assistance will be given to the affected populaton to reestablish their livelihood and income, and to compensate for temporary losses. The unit of entitlement eligible for support in such cases will be the adult individual, both men and women. All adult members of households affected in this way will be eligible for support. In the case of road projects, a common loss is the displacement of a business structure such as a small roadside shop. The project will assist such business in relocating, and continuing their preferred occupation without loss of customer base. If the project impact leads to people being unable to continue with their previous occupation, the prQoect will provide support and assistance through alternative employment strategies. \Vhere possible, project affected people wllU be given employment in opportunities created by the project, such as work with construction or maintenance. Longer-term earning opportunities will be provided through strategies such as vocational training, employmcnt counsehng, inclusion in income generating schemes, and access to credit Group-based development opportunities In addition to the direct losses of assets or hvelihood, the project is likely to have mol e indirect impacts on the population living in thc viciniity of the road corridor. While many of these impacts are positive, some are negative and should be mitgated. 'Ihese may include impacts on traffic safety, access to water and sanitation, access to common property resources, and impacts on non-mnotorized tiansport such as pedestrians, bullock carts, etc. increased long-distanice traffic has been shownI to lead to increase int AIDS and other Sexually Transmitted Diseascs Community-owned assets such as schools and temiiples may also be affectcd by the project. B &lIDcccnbcr 2002 Tamld Nadu Road Sector Projcct R&R Policy and Framcwork Through designs, provision of infrastructure, and other support mechanisms, the project will replace lost assets and minimize any negative impact on groups, particularly groups which are considered vulnerable Even where there is no discernible negative impact, the project will seek to benefit the local population, for example by providmg bus stops where none existed previously. If the project affects tribal groups living in the vicinity of the road corridor, special attention wil be paid to develop support mechanisms which are culturally appropriate to the affected tribal groups. In such cases, Government of Indca and World Bank polcies related to tribal groups and Indigenous Peoples will be followed. 2.4 TARGETED SUPPOR TO VULNERABLE GROUPS For the purposes of this project, different criteria and categories of vulnerability have been defined. As a margin of safety, people earning up to a certain percentage level above the officially recognized poverty hne within the State will be considered at risk in this context, and included among the vulnerable groups eligible for targeted support. Increasing the margin and eliglbility criteria in this manner is done in recognition of the difference between existing development programmes for the poor, where the poverty level may serve as cut- off point for eligibility, and this type of project, where the impacts from the project itself may lead people to suffer a reduction in living standards. 'I'hus, a safety margin is provided, to ensure that adequate support to all people deemed as potentially vulnerable or at risk. Through census surveys and other studies, the project will determme who among the affected population may be considered as vulnerable or at risk, or who are hkely to be excluded from the normal benefits of growtl and development. Vulnerable groups may include but not be limited to * Poor or landless people * Scheduled tribes and castes * Women-headed households * Children and the elderly * Disabled people Different impacts will affect these groups differeintly, depending on the reason for thleir vulnerability under the project. Children may be particularly at risk in terms of traffic safety, for example whlile poor people may be at risk of losing economic viability if thcy lose agricultural land For the purposes of this project, those considered as poor will be members of any houselhold earning up to twenty-five percent more than the official state poverty level in Tlamil Nadu Since the project may cause temporary or permanent loss of income, even tihose earninlg slightly more thatn the poverty level are at risk, thus the vulnerability criterionl is set to poverty level plus 25 percent, Vulnerable groups will receive targeted support and special attentiion from thc project, and be provided wvith more optionis and support meclhanlism thanl thoset not considered vulnerable. '*hc Issue of optiotns is discussed in the next section lDccember 2002 Tamil Nadu Road Sector Project R&R Policy and Framework 2.5 OPTIONS AND CHOICES The project wlfl provide options and choices among different entitlements to the affected population As part of the consultation and participation mechanisms, people will be informed and consulted about the project and its impacts, and their entitlements and options. Affected population will be counseled so they are able to make informed choices among the options provided. The project will therefore undertake a risk benefit analysis of each of the options and support mechanisms, and explain benefits and potential nsks to the affected population. This will be done particularly in the case of the vulnerable mdividuals and groups, who wlll be encouraged to chose options which entail the lowest risk. By allowing people to choose among different options, the project will seek to make people active participants in the development process, and to achieve greater acceptance of the resettlement and rehabilitation efforts. 3 RESETTLEMENT PLANNING APPROACH 3.1 CORRIDOR OF IMPACT Displacement under the project wllU be limited to the corridor required for the road and its safety zone. 'illis corridor is referred to as the Corridor of Impact. Within this corridor, there should be no structures or other' hindrances. The advantage to this approach is that such a corridor is easier to maintain free of encumbrances than the full Right of Way. Since the density of structures and other encroachments is not very high close to the road, the need for resettlement is reduced to less than a quarter of what would be required if the entire RoW were to be cleared - with corresponding savings in cost and efforts.2 The project will ensure that those outside the Corridor of Impact but inside the Rlght of \XWay are not displaced during the lifetime of the pro)ect. If they are made to move during the lifetime of the project or within three years after the complction of the project, they will be considered eligible for the support mechanisms available to people affected by the project. It is recognized that this approach offers only a temporary solution, and does not adequately address the longer-term needs of maintaining the lRght of Way clear, or of providitng the squatters and encroaclhers with the security of tenure needed to improve their lives. 'l'he project xvill therefore investigate and attempt to achieve more permanent solutions, suclh as faciltating access to credit or other ways for squatters and encroacliers to obtain security of teniure 2An exception to limiting project displacement and resettlement benefits to a Corridor of Impact is in the cases where a shift of alignment will require land acquisition. In such cases, a full Right of Way will be established, and compensation at replacement cost pad to the landowners. ln - Decemblier 2002 'I'amil Nadu Road Sector Project R&R Policy and Framework 3.2 PHASED APPROACH By hmitspg displacement and the need for resettlement to the Corridor of Impact, exact identification of affected population is not possible untl engineering designs have been completed A shift in alignment of a meter may mean the difference between whether a person is considered affected or not The World Bank and the Government of Tamil Nadu have agreed that dunng the appraisal process, final designs will be prepared for approximately forty percent of the roads to be improved. This means that for those roads, exact numbers, identities and socio-economic characteristics of the project affected population will be made available and included in the Resettlement Action Plan. Estimates based on preliminary designs and initial studies wllU be made for the remainder of the project. During the project implementation phase, additional studies will be undertaken to update the Action Plans in coordmation with designs. Principles for socio-economrc studies are described in the next section. 3.3 SOCIAL ASSESSMENT, CENSUS SURVEY SOCIAL ASSESSMENT A social assessment will be undertaken for the project, in order to support participation and make explicit the social factors affecting the development impacts and results. This social assessment will identify stakeholders and key social issues, and formulate a participation and consultation strategy. It will specifically address the issue of how vulnerable and excluded groups may benefit from the project. CENSUS AND BASELINE SOCIO-ECONOMIC SURVEYS A full census will be undertaken to register and document the status of the potentially affected population within the project impact area, their assets, and sources of lhvelihood '1'his census wilU cover 100% of the affected population within the likely Corridor of Impact and a reasonable distance beyond, to ensure that people and assets have been registered in case of a later shift in road alignment. Legal boundaries includitng the Right of Way will be verified and certified Following fnal designs, those within the Corridor of Impact will be considered eligible for support under the project. lThis is likely to be a substantially lower number than those initially covered in the census. The date of census will be the cut-off date for entitlements under the project, to determine who may be entitled to support. People moving into the projcct area after this census datc will not be entitled to support It is therefore importanit to undertake this census at the earliest possible date, to avoid an influx of new people seeking benefits under the project in the cases where Land Acquisitioni will bc required, the date of the First notification under law will be considered the cut-off date. A limilted sample of the potentially affected population Will be studied in more detail to piovide the baseline iniformnatioin against whichi project impacts w\ill be mcasured and evaluated 'lhis sample will be representative of the differenit impact categories identified MDccmber200)2 Tamil Nadu Road Sector Project R&R Policy and Framework 3.4 COORDINATION BETWEEN CIVIL WORKS AND RESETTLEMENT SCREENING AND PLANNING Every effort wllU be made to reduce potential negative impacts of the project, both in terms of environment and social issues. lThe project will therefore carefully coordinate the design process with the finds from screening and studies related to socio-economic impacts and the environment, in order to minimize impacts and maximize benefits. When choosing among different design options, such as whether to construct a bypass or improve the road through a built-up area, environmental and social mdlcators will be factored into the decision along with technical and economical considerations. IMPLEMENTATION During project implementation, the resettlement programme wllU be coordinated with the completion of designs and the likely timing of civil works. 'l1he project wilU provide adequate notification, counsehng and assistance to affected people so that they are able to move or give up their assets without undue hardship before civlil works are to start. In the case of Land Acquisition, the Indian Land Acquisition Act constrains rules for the time required from when people are first notified about the State's intent to acquire the land, to the time people are required to vacate their holdings. '['he normal procedures for Land Acquisition will be followed in this project. Although the Land Acquisition Act has a provision for emergency acquisition requiring shorter time, this clause wviU not be invoked unless it is documented that an emergency exists and that it is not possible to follow the normal procedure for Land Acquisition. The project will ensure that civil works are not started on any road segment before compensation and assistance to the affected population have been provided in accordance with this policy framework. 3.5 CONSULTATION AND PARTICIPATION PROCESS Experience indicates that involuntary resettlement generally gives rise to severe problems for the affccted population. 'T'hese problems may be reduced if, as part of a resettlement programme, people are properly consulted about the project, their situation and preferences, and allowed to make meaningful choices. 'I'his serves to reduce the insecurity and oppositiol to the pro)ject which othervise are likely to occur 'I'he project will therefore ensure that the affccted populatiol and other stakeholders are informed, consulted in a meatinlgful way, and allowed to participate actively in the development process. 'I'his will be done throughout the project, both dtiritg preparing, implemenitationi, and monitoring of prolect results and impact 'I'he consultation will be conducted in a way whlich is appiopriate for cultural, gender-based, and otlher differences among the stakcholders. \Where different groups or tindlviduals have different views or opillions, particular emphasis will be put on1 thc vicws an(d nceds of the mote vulnerable groups. pDecember 2002 'ramil Nadu Road Sector Project R&R Policy and Framework 3.6 INSTUTIONAL ARRANGEMENTS 'The Resettlement Action Plan will contain detailed information about institutional and organizational mechanisms required to implement the plan. A Project Implementation Unit (PIU) wvl1 have responsibility for coord inatng resettlement along with other project components, and will be staffed with people with experience in resettlement and social development. This project implementation will require coordination among different agencies, working in different districts and jurisdictions. This presents particular challenges, and may pose a risk of delays m implementation of the resettlement programme. An assessment will therefore be made of institutional capacity and risks. This assessment will be described in the Resettlement Action Plan, accompanied by a strategy for developing the required capacity and minimize implementation risks 'T'his will include analysis of trainmg needs and a plan for training of personnel at different levels. Such capacity building will be coordinated with the overall project implementation schedule, to ensure that skllUed staff are available to implement the Resettlement Action Plan without causing delays to civil works Since much of the work related to resettlement involves social development and community participation, the project wilU work with agencies experienced in this type of work, such as NGOs. Consideration wlll also be given to coordinating with other development programmes, such as vulnerable groups' housing schemes or rural development NGOs, in order to provide the project affected population with access to services and programmes already in place. Whiule consultancy services will be used in preparing and implementing this project, an important objective is to develop local capacity to plan and implement resettlement programmes. 'I'he project wlli therefore document how capacity building at different levels is achieved, and how this project contributes to improved sector-level or State-level policies and practices related to resettlement in the State. 3.7 COSTS AND BUDGETS 'I'he Resettlement Action Plan will contain a consolidated overview of estimated costs 'I'his will consist of an item-wise budget estimate for resettlement implementation, including administrative expense, monitoring and evaluation, and contingencies 'I'he cost of rcsettlement will be included in the overall costs of the project Compensationl amounits and other support mechaniisms will be adjusted based on inflation factors 'I'hc budget will incorporate provisions for this, and the Resettlement Action Plan will describe how such adjustments and updates to the budget are to be made Experience from similar projects show that resettlement costs in road projects ate low compared with overall project costs. Delays or inadequacies in implementing the rescttlement programmlllle may however lead to costly delays in oveiaU project implemnltation , since progress in civil woiks depenids on satisfactory completionl of the resettlement programnic Iw D)ccnr l)ir200)2 Tami Nadu Road Scctor Project R&R l'olcy and Framework The State of Tamil Nadu will pay for costs related to Land Acquisition and compensation for transfer of title to property from private individuals to the State. Other support mechanisms, such as training, capacity building, income generating schemes etc., can be covered through the funds provided through the expected World Bank loan. 3.8 GRIEVANCE REDRESS It is expected that through a participatory process and good compensation and support mechanisms, acceptance of the project wlll be enhanced and complaints reduced. There may nevertheless be individuals or groups who feel that they are not given adequate support, or that their needs are not properly addressed. The project wiU therefore establish a Grievance Redress process with local committees which wiUl hear complaints and facilitate solutions. This Grievance Redress process wlll be used to settle disputes through mediation, and to reduce unnecessary litigation. 'llie Resettlement Action Plan wlll describe the step-by-step process for registering and addressing grievanices, and provide details regardmg registering complaints, response tomes, communication modes, and mechanisms for approaching civil courts if there provisions fail. In addition to local Government officials and representatives of the project, each Grievance Redress Committee will have representation from the local affected population and collaborating agencies. 3.9 MONITORING AND EVALUATION 'I'he Resettlement Action Plan will contain indicators and benchmarks for achievement of the objectives under the resettlement programme. 'T'hese indicators and benchmarks will be of three kinds: * Proposed indicators, indicating project inputs, expenditures, staff deployment, etc., * Output indicators, indicating results in terms of numbers of affected people compensated and resettled, training held, credit disbursed, etc., * Impact indicators, related to the longer-term effect of the project on people's lives 'T'he benchmarks and indicators will be limited in number, and combine quantitative and qualitative types of data 'l'he First two types of indicators, related to process and immediate outputs and results., wllt be monitored internially by the project. 'I'his information will serve to inform project management about progress and results, and to adjust the work programme where necessary if delays or problems arise 'Ihe rcsults of this monitorinig will be summarized in reports which will be submitted to the WN/orld Bank on a regular basis Provision will be made for particlpatory monitoritng involvinig thc prolect affected people and beneficiaries of the rescttlem:ienit programme in assessing results and impacts. m a- lD)ccLmbcr 2002 'Tamtl Nadu Road Sector Project R&R Policy and Framework The project will also contract with an external agency such as an academic institute, which wllU undertake independent evaluations at least twice during the lifetime of the project: As an input to a mid-term review, and as a longer-term impact evaluation as an mput to a project completion report. Such independent evaluation will focus on assessing whether the overall objectives of the project are being met, and will use the defined impact indicators as a basis for evaluation. I)cccin hcr 2002 APPENDIX III (A): GENERAL GUIDELINES FOR SITING OF BORROW AREAS 1 BORROWING OF EARTH 1.1 DESIGN STAGE No borrow area shall be opened without permission of the Engineer. 'T'he borrowing shall not be carried out in cultivable lands, unless and until, it shall be agreed upon by the Engineer that there is no suitable uncultivable land in the vicimty for borrowing, or there are private land owners willng to allow borrowing on their fields. It wlll be ensured by the contractor that, there will be no loss of productive soil and the requisite environmental considerations are met with. Location of source of supply of material for embankment or sub-grade and the procedure for excavation or transport of material shall be in compliance with the environmental requirements of the MoEF, MoSl' and as specified in IRC: 10-1961. Redevelopment of borrowed areas will need to be taken up to mitigate the impacts. 1.2 CONSTRUCTION STAGE To avoid any embankment slippage, the borrow areas will not be dug continuously. In case borrow areas other than specified are selected, the size and shape of borrow pits wilU be decided by the Supervision Consultant. Borrowing of earth shall be carried out at locations recommended as per IRC: 10-1961 whose salient features are described below: Non-Cultivable Lands: Borrowing of earth wilU be carried out upto a depth of 1.0 m from the existing ground level. Borrowing of earth shall not be done continuously. Ridges of not less than 8m width shall be left at intervals not exceeding 300 m. Small drains shall be cut through the ridges, if necessary, to faclitate drainage. Borrow pits shall have slopes not steeper than 1 vertical in 4 horizontal. Public or Private Agricultural Lands: Borrowing of earth shall not be carried out on productive lands. However, in the event of borrowing from productive lands, topsoil shall be preserved in stockpiles. 150mm of the top soil shall be stripped off from the area designated for borrowing and it shall be stored in stock piles in a designated area for heiglht not exceeding 2m and side slopes not steeper than 1 2 At such locations, the depth of borrow pits shall not exceed 45 cm and it may be dug out to a depth of not more thani 30 cim aftcr strippinig the 15 cm top soil aside. Borrow pits on the riverside: 'T'he borrow pit should be located not less than 15m from the toe of the bank, distance depenldinig on the magnitude and duration of flood to be witlhstood. lPrecautionary mcasures like the coverinig of vehicles will be takenl to avoid spillage during transport of bortow materials. 'l'o cnsure that thre spills likely to result from the transport of borrow and quarry mateiials do not impact the settlements, it will be enlsured that the excavation and carrying of eartlh will be done durilng day time only. 'I'he unpaved surfaces used for the haulage of borrow materials will be maintainied properly. [hc contiactor shall evolve site-specific redevelopment plans for each borrow area location, wlhich shall be implemnentcd after thc approval of the cngineer D 8 D)cccmbcr 2002 APPENDIX III (B): REDEVELOPMENT OF BORROW AREAS Borrow Area identified for Redevelopment should: Typology only: Select one of each type (based on drainage, adjoining landuse) for detailing * Be located on Community/Government Land * Be located in vicinity of Settlement (within 100m) * Be located on or near sensitive environmental elements 1 DOCUMENTATION OF BORROW PIT 1.1 DETAILS TO INCLUDE/IDENTIFY * Chainage/ Distance from CW/Sub Package/Side of Road * Size & length * Type of Access/width/kuccha/pucca etc from carriageway * Soil type * Water 'T'able of the area or identify from nearest well etc/ask people * Existing Land use such as barren/agricultural/grazing land * Location/Name/Population/Caste of Nearest Settlemelnt/Community & distance from Borrow Area/'lype and characteristics of settlement * Dally/occasional use of the Borrow Area by the community, if any * Additional facibties required by community such as drinking water tank seating etc. * Probable reuse of Borrow pit-ask community * Suggested 'T'rees to be planted-ask community * Proposed enhancement materials locally available * Adjoining land use/Natural clements * Drainage channlcls/slope/characteristics of the atca 1.2 GUIDELINES FOR ENHANCEMENT AnyA enhancemenit design proposed sholuld be wov;kable, maintenance fice and Preferably worked out in consultationi witlh the commilunity 2. If the borrow area is to be developed as a fishpond the site shotild be studied for natuLal available catcliment for storing water/existing water table dcpth/fislh species that canl survive 3 the borrow area site should be inspected for erosion control required , 4. lDccember 2002 Tamn Nadu Road Sector Project Redevelopment of Borrow Areas 4. The design should propose additional trees to provide shade for the proposed activity and to control soIl erosion 5. The design should include slope protection measures for erosion control. This can be in form of vegetable earth/ruble bunds to prevent erosion and formulation of gullies 6. The borrow area can be developed as playfied/fishpond/orchard/or simply as nearby if a school is, if water is avallale, if the soil type is suitable a community space. Elements for enhancement can be introduced accordingly. 7. Preventive measures for - leaching - mosquito breeding - Water run-off/contamnation - Any other environmental degradation 8. The proposal should also be having in mmd avenue for generation of income/equipment to the people of the adjoining community so than maintenance is ensured vis-a-vis. The design must thus ensure: 9. Protection against erosion & degradation 10. Provide perennial cover or introduce new productive use for the borrow area. 1.3 TO REPRESENT ON WORKING PLAN * Access of Property /width of access/material * Orientation of property with respect to the road * Site Slope * Local Drainage / water logging etc if any * Location of nearest culvert etc if any to drain water if required * A\ny other community resources such as tube well/well etc in vicinity *- Location of trees including Species/girth/fohage spread and afternoon shaded area on ground * Surrounding land use; nearby settlements (name of structure/pattern of settlement) * Mark on plan part of the borrow area, most suitable for storing and staking topsoil 1.4 TO REPRESENT IN CROSS SECTION * Contours if any/depth if any * I-leiglht of trees * \ny other existing details at the road /property interfacC SuCIh as signage/railing/etc * Details of immediate suiroulndinig for at least 5mil on ciltier sides E D-p )Dcccmber2002 Tamil Nadu Road Sector Project Redevelopment of Borrow Areas 1.5 PHOTOGRAPHS TO INCLUDE * Overall View from access side I Any other community resource in the vicinity * All spots to be detailed such as access to borrow pit /cluster of existing trees etc 1.6 OUTPUTS * Working plan * Cross Section * Longitudinal Section/Elevation of Site * Details of all proposed Enhancements including signage etc. * BoQ Decembcnr 2002 APPENDIX IV: GUIDELINES FOR IDENTIFICATION OF DEBRIS DISPOSAL SITES GUIDELINES The locations of dumping sites have to be selected such that. * No residential areas are not located downwind side of these locations, * Dumping sites are located at least 100m away from locations of substantial ecosensitive places. The environmental expert hired for the purpose by thc contractor wllU conduct the assessment. Such a list of the places is given in Appendix IV iall * Dumping sites do not contaminate any water sources, rivers etc, and * Dumping sites have adequate capacity equal to the amount of debris generated. * Public perception about the location of debris disposal site has to be obtained before finalizing the location. * Permission from the Village Council President is to be obtained for the dumping site selected The removal of pavement for the short stretches where it is being relaid Will generate substantial quantities of debris. 'lThis shall be disposed off in an environmentally suitable manner. Certain guidelnes for debris disposal are given below. * The debris generated shall be disposed of within designated areas only * The filled up area shall be used for designated purposes such as: 1.1 PLAYING FIELDS * These will be created by leveling of the filled up area and compacting the fill with several passes of a roller * This compacted area wifl be covered with topsoil from cxcavation for a depth of 15-30 m. * The soil will be watered and grassed to develop a green cover over an area of the playing field. 1.2 SHORT REALIGNMENTS * 'tlhe short realignments provide ideal disposal sites for substantial quantities of debris of cuttinig * 'I'he valley between the sharp curve shall be filled to the level of the sub-grade * A retaining wall of dimensionis as per enginieering design shall be constructed and the road section1 shall be constructed on the filled arca Debris will bc continued to filled till the level of the top of the pavemcnct is reached between tlc new and old roads. N , D)cccmbcr 2002 APPENDIX V: ECOSENSITIVE AREAS ALONG MAINTENANCE CORRIDORS 'fhe lists of Reserve Forests along maintenance corridors are given m Table 1. Table 1: List of Reserve Forests along Maintenance Corridors Distnct Link Start Point End Point Length Reserved Forest Approximate length (kin) of traverse (km) Dharmapun 123-125 Rayakottai Hosur 34 2 Sanamavaco E\t RF 1 119-120 l-larur Uttangin 26 6 Onnakarai RF 2 North Areot 132-501 Gudiyattam Ilemumbut to Border 26 2 Nayakkanen RF 3 Tiruvannamalau 028-029 Tiruvetipuram Vandavasi 21 2 \'enkunam RF 2 5 120-131 Uttangan Chengam 31 0 Anandavadi RF 1.5 Nielchengam RF 2 5 131-039 Chengam riruvannamalai 33 2 Iraiyurmalai RF 2 Pin1ur 1 0 Sivaganga 086-090 Sw-aganga Mlelur 27 0 Vellamab Forest 0 8 086-087 Sivaganga Nlanumadurai 17 4 Katturani RF 7 0 South Areot 104-047 Attur Veppur 59 0 Krishnapuram RF 3 Villupuram 041-245 TI rukkovilur Sankarapuram 35 2 Kaduvanur RE 2 Swamimalai 3 1 503-502 Tiyagal Durgam xia l'ishivandiyam I.nk No 3 Road 17 4 Rishivandivam Rl 2 039-034 Iiruvannamalai Gingee 39 0 Muttakadu RF 2 5 041-040 TIrukko%ilur Ulundrupettai 42 9 Sirupakkam 2 0 030-031 TI ndivanam Marakkaanam 34 0 Kurumpuram RF 2 Colmbatore 145-233 NMettupalayam Udagamandalam 48 8 I rallar 5 5 Nilinn 145-23 MIettupalayam Udagamandalam 48 8 Anyalur 3 0 I iger I lill 3 1 Iiruehehirapalhl 050-100 Snrangam TIuraiyur 36 0 l'ulivalam RlE 2 100-101 TIuraivur P'crambalur 35 8 Kunchchimalai RE 0 5 107-100 Namakkal I uraiyur 47 6 Viramachchampatti 1 7 Pudukkotta (074-081 I'udukkoittai Arantangi 33 2 Kurumbur ( 9 I c z DeceI)ccmber 2002 'Iamd Nadu Road Sector Projcct Ecosensitsvc Areas along Maintenance Corridors The lists of \Vildlife Sanctuaries along maintenance corridors are given in Table 2. Table 2: Wildlife Sanctuaries (within Tamil Nadu) along Maintenance Corridor Name __ Area ( ha) Location (D is trict) 1D.S.R* (xkm) ICorridor Declared under the Madras Forest Act, 1882 NIludumalat Wildlife S-anctuary 121776 NdLngns 10 5 |19 Point Calimcer Sanctuan, 11475 Nafgapattinam 22 8 DeCcared under the Wild Bird Protection Act, 1912 N\lundanthural %VldhlfcSanctuary 56G738 |Tirunelvehl 127 It9 Declared under Section 18 of the Wildlife Protection Act, 1972 Vedanthangal Birds Sanctuary 30 Kanchipuram, Vlillupuram 24 5 2 Kalakad Wildlife Sanctuary 22-358 Tirunelveli 4 0 19 Ventangudipatti Birds Sanctuary 38 Ramanathapuram 22 0 I Udayamarthandapuram Birds Sanctuary 45 'I'uru arur 0 5 1 Vaduvoor Birds Sanctuary 128 Thanlavur 21 5 10 Kathankulam-Kadamkulam Birds Sanctuary 129 'FirunllivC1 21 0 14 Pulicat Lake Birds 15367 I'iruvallur 110 0 1 Snvilliputhur Gnzzled Squirrel Wildhfc Sanctuarv 48520 Virudunagar 50 0 14 Kankili Birds Sanctuary 61 Kanchipuram 24 0 2 Kanjirankulam Birds Sanctuary 104 Ramanathapuram 15 0 1 Chitrangudi Birds Sanctuary 48 Ramanathapuram 27 0 1 Indira Gandhi Widlsfc Sanctuary 84149 Coimbatore 15 0 12 Vallanadu Black-buck Sanctuary 1641 Tuticonn 8 5 14 Vettangud, Birds Sanctuary 48 Ramanathapuram 25 0 12 Karaivetti Birds Sanctuary 280 I'crambalur 9 0 10 Vellode Birds Sanctuarv 77 \'ellodc 19 0 24 Declared under Section 35 of the Wildlife Protection Act, 1972 Guindy National Plark 282 Chcnnai 80 0 1 Indira Gandhi National Park 11711 Coimbatore 15 0 12 1\lukurthi National Park 7846 Nilgins 15 0 19 Gulf of Miannar Nationial Park 623(1) Ramanathaipuram 7 5 1 Nludumtilai National Park 10324 Ndlgins 10 5 19 Total 283,788 Note "' Area of islands only, the national park also include (Forest Department, 1990) sea areas shallower than 3 5 fathoms (landward side of islands) and 5 fathoms (seaward side) DSR refers to distance from study road l)Dccmiber 2002 APPENDIX VI: REPORTING FORMATS M 1: REPORTING FORMAT FOR SELECTION OF DUMPING SITE LOCATIONS Route Stretch To (Givc chainage and nearest settlements from both ends) Criteria on which information for each site is to be collected Site 1 Site 2 Site 3 Site 4 2 Area coNcred (m) 3 lTotal Mlatenal that can bc dumped within the site (m) Depth to which dumping is feasible (m) Distance of nearest watercourse (m) Nearcst Settlement (m) Date/s of Communsty Consultation/s Whether the communuty is agrecable to siting of dumping site (Y/N) Date of Penmission from Village Council lPrcident(N'C1') Proposed future use of the Sitc Selectcd Site (tick any one column only) Certified that the above information is correct to the best of my knowledge and bchef (Contractor) V'cnfied Date Recommcndation on the suitability of the site Signed Datc Name & Designation D)ecision 1akcni (tick o0i0) \pproxcd/Not ApproNxed Signicd Nuiin ads DC.ignatioon Oif l)LCdiJg \tutloritN I ncloxUrLx l'icka,a.ppropr.itc) I s\lMapiof elch i .ti 2 P'hotograiphs .1 l, ach tdulmipinig iCo.ain b I schcommuilits Ci)nUltitiol P1hOitCiI i pie f 171nilisil u1 t fO lil \( P' Name and Designation of Verifier D)cccinbcr '2002 'I'amil Nadu Road Sector Project Reporting Formats C 1: REPORTING FORMAT FOR CONSTRUCTION CAMP AND STORAGE AREA Construction Stage Rcport Date _ I\Month_ _ Ycar Site Layout of Construction camp and working drawings of dwelling units with alled facilities to bc attachcd with format) Format to be submitted before target datc (decided by PI) of establishing camps as Camp no WC ILocation of Camp (kmh Package ) Si. No Item Unit Details Remarks by SC, if any 1 Detail of item camp a Size of Camp rnixm b Area of Camp sq m c Distance from Nearcst Settlement d Distance from Nearest Water Sourcc Type/Size/Capacty/P'resent Use/Ownershtp Date of camp being operational dd/mm/) ) IPresent land usc No other trees with girth > 0 3m c Details of Storage area(A%ailability of impervious surface) mtxm f Availability of separate waste disposal from storage arca Cum 2 Details of toposoil stacking a Quantity of top soil removed - sq m b Detail of storage of tiopsoil Descnbe stackling arrangemenit 3 Details of workforce a 'I'otal No of Labourcrs No b Total no of Mialc Workers No c No of MaleVWorkLrs beloW 18 years of age No d 'I'otal No of Female Workers No c No of Fermale wvorkcrs below 18 years of agi No f No of childrLn No 4 Details of dwelling units a No of dWvlings/huts No b Mlinimum Size of l)wdling m.\m c No of openings pir dwelling No d Mlinimum sie of opcning nxm L Walls sptcifications f Roofinig 51)cificatiiiis g I'1oorinrg SPLCIficatn(l)l II Dnikinig Watir lank ipLeificatioin ( apacity of Drinking watcr lfink cum Si/e of Drinking Water l[ank mxmNm k Total nio of WC No No of Wcs for fcmale %Nirkcr, Nii In Niliniimitini Site of W(. mxrn n1 I,ral Nooi iifBihrooms fr r funi.ile woirker, No ii SiteIIf si.ptiC tin11kfor \V( /B3ith m\m\m p1 C ipicity of Watcr lank fiir \X'( ./ hathrooim, ,id geidgril purpoic FE IkcI: lICng aroLlind caimp Y/N Deccimber 2002 Tamdl Nadu Road Sector Pro1 ect Reporting Formats 5 Details of facihtes a Availability of secunty guard 24 hrs a day Yes/No b Details of First Aid Facilty Yes/No c Availability of Day Care Ccntre Yes/No d Availability of dust bins (capacity 60 Itr) nos Ccrtified that the furnished infornation is correct the quality of wvork is as per god practice and all relevant information as rcquired isattached Project Engineer (Supervision Consultant) (Contractor) ID)cccml)cr 2002 T'amil Nadu Road Sector Projcct Reporting Formats C 2: REPORTING FORMAT FOR POLLUTION MONITORING Construction Stage Report - Datc - Mionth Ycar - (Locations at wvhich monutonng to be conducted as per ESMIP) Details of Duration of Completion Target SI. No Chainage Location ofonitoring Instruments Used Date of Completion Reason for Delay if any Location Monitoring Target Dateiftscoped if task completed Air Monitoring 2 3 4 Water Monitoring 2 3 4 5 Soil Monitoring 3 4 5 Noise Monitoring 2 4 3 4 3 Certified that thL P'ollution Mionitoring has been colnductLd at all the location pecificd in thu 1lNI' and as.per thL dir-ctions of thc SC Prolect Engineer Contractor (Supervision Consultant) IcDecibcr 2002 Tamd Nadu Road Sector Project Reporting Formats C 3: REPORTING FORMAT FOR ROADSIDE PLANTATIONS Construction Stage Quarterly Report - Date - Mfonth _ Year_ All landscapc wvorks to be carned out as per necessity Physical Target Financial Target Completion Target Reason for Target (tree/shrubs to be % of task Total Budget Target Date of Delay X Si. Aciiyplanted in a particular Target Achieved opltdLah)Set %used Dae Completion/! n No Activity stretch) for this Quartcr completed (Laks) Spent Date compl any Unit No of Survival Trees Rate (/%) Frec P'lantaton along roadside km-km 2 'Irec Plantaon Nos %ithlin forest area 3 Turfing ol km-km E-mbankment IShrubs on km-km Lmbankment Ccrtified that the above information is correct Project Engineer (Supervision Consultant) Contractor iDccembcr 20)02 APPENDIX VII: TRAINING MODULES 1.1 TRAINING OF THE MEMBERS OF THE ENVIRONMENTAL CELL Basic training required for environmental awareness shall be provided initially and then experts in specific aspects of road-related works who wllU train the officials regarding the detailed procedures will be identified. Specific modules customized for the available skill set shall be devised after assessing the capabilities of the members of the Environmental Cell and the requirements of the project. The entire trammg would cover basic principles of environmental assessment and management; mitigation plans and programmes, implementation techniques, monitorng methods and tools. The training modules designed will be suitable for maintenance components. Specific issues maintenance shall be taken up in separate sessions. 'T'ypical modules that would be present for the training session would be as follows: * Introduction to Environment and statutory regulations * Environmental Considerations in road project and major issues * Environmental Assessment methodology and methodology for conduct of field surveys * Impact assessment adopted for specific components * Mitigation measures devised, application on field for maintenance components * Environmenital enhancements and landscaping * Institutional setup and responsibilities * Monitoring of measures suggested and required reporting Number of sessions required and duration would be based on the skill set available witlh the Environmental Cell of l'IU and Construction Supervision Consultants. Apart from the modules specified above, it is recommended to includc short term training courses abroad for environimental officers of the PIU. 'Ihe training would be in * Understanding the operation of ERMPs of advanced countries and the issues involved * IHLaving insight into prediction of highway pollution and managemenit '*1he proposed trainilng prograam along witlh the frequency of sessions is presenited in the Table 1. )a DDcceinbcr 2002 Tamd Nadu Road Sector Project Traming Modules Table 1: Training Program Module |,, .|Form of | No.ule Description Participants Tra .nn Duration/Location No. I I Tralining Pre-construc ion Stage Session I Introduction to Environment * Basic Concept of environmental pollution and Assistant Divisional Engineers Mlodule I control (ADE) & Assistant Engineers Lecture * Environmental Regulations (AE) of PIU and AEs, AIDEs & and Statutory requirements as DEs of HD from all districts per Government of India and World Bank Environmental Considerations in road pro;ects road proleets ~~~~~~~~~~~1working day for * Environmental components Assistant Divisional Engineers lectured/ w op affected by the road (ADE) & Assistant Engincers \ehture / workshop Nlodule 11 development in construction (AE) of IPIU and AEs, ADEs & Workshop interactive session and operation stages DEs of HD from all districts * Activities causing pollution during construction * Activitics causing pollution during operation Methodology 1 workung day site * Environmental Assessment Interactive visit methodology Assistant Divisional Engineers session and * Methodology of assessment Module 111 for Plollution monitoring (ADE) & Assistant Engmners leid visit * Methodology for site (AE) of PIU and AEs, ADEs & to selection of borrow areas, DEs of HI) from all distrtcts enhantcme eonstruetion camps, debris nt sitC dumping * Methodology for selection of enhancement sites Session 11 Baseline data generation . Identificatiot of Assistant D)ivitsonal rnginieers environmelnital componcnts Mlodule IV Impact Assessment (ADE) & Assistant Engincens I.cturc V2workilg da\ (AE) of PIU and Al s, ADEs & * Assessment mcthodology for D)ls of HI) from all districts individual compolnleits as - air, noise, water, soil etc Miltigation mcasures * Mlitigationl Measures deNised A,\sitant l)ivisional lnginccrs Mlodule \' for the procct - Gcneral (ADI_) & Assistant lnginiecrs I .ecturc and V2workitig da ICtLlrc concepts (Al) of l'IU iandAl,., AD)ls & ficid xisit * Componceit wbisL mnca'ure, to bc 1)1D,of 1-11)fromii all district, implemcnted ')ecember 2002 Taamil Nadu Road Sector Project Training Modules Module Form of No.ule Description Participants Trai ong Duration/Location No. Training 1 working day lecture Environmental Enhancements- (initial stages of * Types of Measures Assistant Divisional Engineers ecture and onstruction) Module VI * Concepts for enhancements (ADE) & Assistant Engineers 7 days (including days * Design of enhancements (AE) of PIU and AEs, ADEs & Field visit of travel) field visit to * Landscaping DEs of HD from all districts locations vhere Implementation of ERMNP ERMP IS implcmented Construction Stage Session III Institutional Setup * Rtoles and Responsibilities of officials/contractors/consult Assistant Divisional Engineers ants towards protection of (ADE) & Assistant Engineers 1 working day in the Module V11 environment (AE) of PIU and AEs, ADEs & Lecture initial stages of DEs of HD from all districts and construction Monitoring mechanisms Maintenance contractor Rcporting requirements with targets Assistant Divisional Engineers (ADE) & Assistant Engineers 1 working day Module (AE) of PIU and AEs, ADEs & Workshop subsequent to Mlodule Vill Monitoring and reportig system DEs of HD from all districts and VIl Maintenance contractor Session IV Assistant Divisional Engncers (ADE) & Assistant Engineers Feedback from participants on (AE) of PIU and AEs, ADEs & A/2Working day in the Modulec po t td in the DEs of HD from all districts and Workshop Second year of Maintenance contractor, EA construction implementation of EltMl Experts, CSC, CE(Gcncral), 1'roject Dircctor Assistant Divisional Engineers (ADE) & Assistant Enginecrs (AE) of FlIU and AEs, AD)Es & 1 Working day in the MloduLlc X Solutiolns to unresolved issues raiscd DEs of HI) from all districts and \Vorkshop Scconid year of in Modulc IX Maintenance contractor, LA construction Experts, CSC, CE(Gcneral), Project l)irector Assistant lDivisional Engineers (AD)E) & Assistant Enginecrs Additional tramilig needis and (AlE) of PlU and AEs, ADEs & '/2 W\orking day imthe MoNdule Xl DlEs of HI) from all district' and \Vorkshop Second year of institutionalizling the .s041hon,Ot Maintenance contractor, LA ContryctiLon arrived at in M(odule XN Experts, CSC, CE(General), Project Dlirector )cccniber 2002 Tamil Nadu Road Sector Project Training Modules Module Description Participants Form of Duration/Location Session V Assistant Divisional Engineers (ADE) & Assistant Engineers Lecture/wo I working day in the Module XII Additional training as per Module (AE) of PIU and AEs, ADEs & rhsecond year Xi DEs of HD from all districts and construction Maintenance contractor. Session VI Assistant Divisional Engineers NModule (ADE) & Assistant Engineers 1 working day in the Module (A~~~~~~~~~Esof HDIro alldiAstADts an I.ctrc/hwpfinal year of XIII As per requirements of PIU staff (AE) of PIU and AEs, ADEs & rkshop const ion DEs of HD from all distrscts and construction Maintenance contractor Session VII Assistant Divisional Engineers lFeedback lectures on environmental (ADE) & Assistant Enginecrs 1 Worng day in final management from Environmental (AE) of PIU and AEs, ADEs & \Vorkshop \Vorking day in oficesDEs of RD from all districts and year of construction officers______j Maintenance contractor Session VIII Environmental management in Operation period Assistant Divisional Engineers Module * Environmental issues in (ADE) & Assistant Engineers I.ccture/wo 1 working day in the XIV, Operation stage (AE) of PIU and AEs, ADEs & rkshop final %,carconstruction DEs of HD from all districts and * lonitoring and reporting Maintenance contractor * Environmental management of issues subsequent to opcration stage Dccember 2002 Adyar XRX STUDENTS XEROX Adyar 52: 4911358/4919353