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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 ................ uList of Abbreviations ............... .. ..... Iv

1 Environmental & Resettlement Management Plan for Maintenance Roads . 1

1.1 Introduction ...... 1

1.2 Maintenance Works. ................. . 41.2.1 Screening Methodology and Corridor Sclection ............................. .... . .. 4

1.3 Environmental Impacts of Maintenance .......... 6

1 3 1 Impact on Physical Resourcc s . . .. 6. ... . ... ........................ .61.3.2 Impact on Flora .. ........ .... . ..... . ....... . 61.3.3 Impact on Fauna ........... .... ...... 6.. . .................. . 61.3.4 Impact on Ground \Vater Resources .... ... ............. . ..... ......... ...... ... 61.3.5 Impact on Human Use Values ..................... 6

1.4 Social Impacts of Maintenance ............................................................... . . ... 6

1.4.1 Land Acquisition ........... .... .... .. ............. .... ... 71.4 2 Buildings ..... .......................................... ............... ....... ....... ... .. . 71.4.3 Utilities ...... .......... .. . .... . .. . .. 71.4.4 Verification of Impacts . . ... ...... .71.4.5 Requiremcnt of Undertaking by the Constructioni Contractor . .... 7

1 5 Environmental Management Measures Proposed .................. 7................... .... 7

1.5.1 Prc-construction Stage ...................... ...... ........ . . ..81.5.2 Constructioni Stage. ... ............. .......... . ............... 81 5.3 Operation Stagc. ............. .. .... .... . ............ . 8

1.6 Reporting System...... ......... .. . .. ............ .... .. ........ 23

1.7 Institutional Arrangements & Training .................. . ........ . 23

1 7 1 Training .... ..... . ...... ..... 241 8 Environmental Monitorinig Plan .............................. .... ..... 24

1 8 1 ObjectivCs. 241 8 2 Methodology. . . . 251.8.3 Ambicnt Air Quality (AAQ) Monitoring . 251 8.4 Water Quality Monilor-inig 261 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 MaintenanceCorridor

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 DemandNGO 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 kmof state roads with World Bank (WB) loan assistance.

The project preparation for the TNRSP began with the Strategic Options Study (SOS) in 1995. ProjectCo-ordinating Consultants led by M/s. Kinhill Pty. Ltd. (now part of Haliburton group), Australia wereprocured 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 andeconomic evaluation were carried out. Based on the findings of these studies, corridors identified formaintenance 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 LengthCorridor (KC) Maintenance (Km) Maintenance Corridor (Km) Corridor (Km)

Kosasthala%ar luthur 182 DindigulNatham 13 16 Kolhills Ghat Road 10 5 Chennai 'I'richy 2 6Karaikudi Dindigul

'Ihiruma7hisai Sathyavcdu 22 7 Palani 8 'I'iruchengode 6 2 'I'huraryur 3Dharmapuram(E) I'allipayalam Perambulur

Vealchcry B%pass 1 9 Dindigul Karur 26 4 1-Edapadi 7 2 NMusiri Pulivilam 12Nlagudanchavadi I

'raramani link Road 3 63 Karur Vclliyanai 5 Pandamangalam Vclur 2 4 Thanjavur Sayalkudi 66 39Dindigul

Nlaramalong Bridge 6 Palayam 'I'hevaram 1 8 Rasipuram 'I'reichengode 5 Pattukottai 8 2Irumbulivur _Muthupet

Nlount Nladipakkam Road 86 Bodi I'hLi aramn Road 19 6 i'richcngode P'aramath\ 9 8 Peraurani 4Scthuba\ achatran

Bukkathurai Ultilramnerir 12 6 Andipatty Varusa 29 2 Old N lI 7 9 9 'lhanai\ ur Vallam 2Nadu Road

Cudd:dore C hittor 312 Ramanathpurarn 36 8 [rode Karuir 18 7 'I'hitta Nclatoor 9 7Nainarkol 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 4NIN laduthurai

\VWIIaj1.th Shol0igLir 19 I'haian Ir '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 * 6KLIndrakUd Vedharani _a

(hittor i'hiritlihani 5 4 Parth1lb.ilkir 29 17 Plaraihnih Nio%\ai Road 1 4 N etutr 'alik kanathLl 17\rrulIpukoOtt,

Nl unicip.l h3\pi s 2 S\ ll itpUi(,r 72 8 SattUr Si' alk, 12 0)ot\ NI I'alavam 63 4WarthbirnUiir Si i ll1liLrnthl P- rod-;

Ai con I dii inarnm II 6 A rlipukkttalL 71 67 R:6japaIa% ami 6 8 Irodc PL'rUiidUrai 16 8_ 'nitokknim Ki-LI.ra1 ukui.am.1un1.1

(Cidd.loi ii \ chalarm S ulen: 46 2 NliudUkUlathor I 8 4 Alagapuiri V irudliuigar 2(l Palladam 12 4_ l1i .Utn. 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 LengthCorridorne 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 7l iruvanamalai Alagapuri Karur\lillupuram NMambalampattu 134 Salem ''hirupathur 96 6 'aru akudy Vilathikularn 41 Podanur Junction 26'I'irukoxvillur Vembar Road1\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 81\langalam _

Vellimedpettai Nlailanm 21 6 Salem Vaniyambadi 37 4 Tirunelveli Shencottah 66 4 Dharmapuram 25 4Quilon 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 8Kahamangalam Gudalor Nlysorc

Trichy Chidambaram Road 30 6 Dharmapuri 4 4 Old Courtalam Falls 2 4 Cahcut \'ythin 22 8I-loggenakkal Road Gudalor

Vridhachalam ''holudur 16 Dharmapurn NMorappur 34 Pavoorchatram Vellakal 88 Coonoor Kattabettu 13 8Surundai

Thiruvanthipuram Arni 212 Dharmapuri 32 Athivuthu Surandai 12 Coonoor Kundah 23 4IPapparapatti

Kannamangalam Arm 17 2 Sholagiri Bcrigal 1 4 Ambasamudram 4 6 RLdhills Thiruvallur 7 4Plapanasam

Acharapakkam Vandavasi 3 Krishnagiri Itoyacotta 5 9 Aralvaimuzhi 5 Nagarn P'allipet 5 6RalakkamangalamColachel

V'andavasi Ilolur Road 13 Cauvcripattanam 9 Iaraserv Colachel 14 8 1 hanjavur Pattukottai 13 89Kakkangaral

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 4RajakkamangalamColachel

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 2ScthubhavaChattaram

Dlindigul Karaikuidi 4 Nainamalai 8 6 Thanlavur Vaduvoor 9 5 Kumbakonam 3 2Sedamangalam Niannagurd) Karaikal

Alamparri Scdhapatti 5 8 'I'ruchetigodc Artyanur 11 64 Kumbakonam 23 85 I' IAI. I.INCI' I 2621Adirampattinami IN KMI

PIiduipatilw Nlangahl cru 8 Kormrapalayvrn 13 6 Poonphottna 20 8kdapadi 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

TIRUVALLUR

X />>> g - WaORE K~~~~UANCHPRt

KARNATAKA

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'l'amil Nadu Road Sector Plrojcct Environmental and Resettlement Management Plan

1.2 MAINTENANCE WORKS

No widening of the existing roads or any other construction works are envisaged under maintenance

component. T'hese wvould mainly consist of pavement improvement. 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 takenLi up 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

ENVIRONMENTAL EACTORS

2 / * Fao,ala and Flora / ' r / * Land Acqnisdon, R&RA/i

- * Roa1dsidesTreas C of Sqater andW tebr Bodis Dposal * Relocanon of Common /

' / * DeE- bounma iSpsau e A/a Pr pe ropt r Resources /

Landslides* Uility RelocaioRRIDORELECTION:

o EN NTA FACTORFIGURE 1.1: SCREENING MEHODLGYID FOR S IN ENaNCE CORrIO

O~~~~~~oao of Ro ru PlnUiir eoao

a Hl~~~~~4glh BOtARSEDN ON PROVT FIDEDAIO Lowv(

. < ~~~~~~~~~~~NIEASURES W ITH BUDGET t

M~~~~~~~~~~~~~~~~~~~~~~~SCA CO

0 NIONJivi CORRIDO PR< IW:t ORITISATION ~ r

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 2002Im ,.

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 existingformation width, there will be no land acquisition. Normally, there will not be even temporary landacquisition and the traffic will move within the constrained sections when hard shoulders are beingconstructed.

1.4.2 BUILDINGS

No private buildings will be affected though they may lie in the RoW Hard shoulders will be providedwithout 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 orunderground water pipelines, will be affected 'l'he project will ensure that the downstream users are notdeprived 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 forthe affected properties and finally provide with exact number of properties, both land and structures tobe impacted by the project. 'l'hese numbers of affected properties will be certified and accordinglycompensation 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 possessionof land for the construction activities. In this context the constructionl contractor should verify that hehas received the roads without any encumbrances and thereto provide with an undertaking to avoid anydelays 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 environimenitaland 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 spccificreference to roadside trees and properties by the contractor and the approval of the HD beforeconstructioni begins on any stretch In casc of th(e any propertics likely to be impacted, all th(e provisionsof the R&R policy for the TNRSP (see Appendix II for sallent features of the policy) shall beapplicable Construction can bcgini only aftcr dlsbursement of the entittlemenits for thc pelsonsl /properties being impacted. Mitigatiol measures for environmental impacts anticipated durinig theconstruction1 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) Actpopulation 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 Highway LA vTamil NaduAct, 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. Designsafety 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 notdisrupted.

1.1.3 In case of utilities and common property resources being impacted due to the Corridor of Impact. DesignUtilitv 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 thecommunitv.

1.1.4 In likelihood of impact on cultural properties within the CoI, they will be Corridor of Impact. DesignRelocation 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 ofiNlachinerv

1.2.2.1 Crushcrs Specifications of the aggregate crushing plant if procured should strictly All Aggregate MoRTH: 111.1, GoI Airconform 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: 111.5Batching Plants the rcquirements of the relevant current emission control legislation Batching Plants

9 December 2002

Tamil Nadu Itoad Scctor Project Environmcntal and Resettlement Management Plan

Si. No Activities Management Measure Location Reference

1 2 2 3 Other Construction Thc discharge standards promulgated under the Environment Protection Act, 1986 Contract, Environment

Vehicles, l...quipment will be strictly adhcred to All vchicles, equipment and machinery to be procured for Protection Act, 1986 &

and Machinery construction will conform to the relcvant Bureau of Indian Standard (BIS) norms MoRTH 111 1

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 ofMlaterial Sourccs

1 2 3 1 Borrow Areas Arrangement for locating the source of supply of material for embankment will be At all borrow area MoRTH 305 2 2 2

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)

1 2 3 2 Quarrnc The Contractor wlfl obtain matenals from cxisting licensed quarries approvcd by ALl quarries MloRTH 111 3

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

1 2 3 3 Water The Con tractor will be rcsponsible for arranging adequate supply of water for All water bodies Con tract requircment

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

E &'- 10 December 2002

Tamil Nadu Road Sector Project Environmcntal and Resettlement Managemcnt Plan

SI. No Activities Management Measure Location Reference

1 2 4 Identification of Location of disposal sites shall be finalized based on the guidelnes given in Appendix - IV All along the Contractor

Disposal sites Iand the Engineer shall certify that corridors

(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

1 2 5 Labour The contractor will use unskilled labour drawn from local communities to avoid All along the project

Requirements for anv additional stress on the existing facilities (medical services, power, water corridor at Contract

the Projcct supply, etc.) No child labour will be employed All relevant provisions of the construction sites

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 .= . - -, -'

1 3 1 Construction Camp Construction labourcrs' camps if setup, wlll be located at least 200m away from the All Construction

Locations - ncarest habitation to avoid conflicts and strcss over the infrastructure faciliucs, with Worker's Camps Drawing 1.1

Sclection, Design & the local communuty The information on ecosensitive areas with respect to their including areas in

Layout distances from maintenance roads is given in Appendix V. immediate vicinity

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

Hot Mix l1'ants & Hot mLx plants and batching plants wrill be locatcd sufficicndy away from habitation, Appendix- V Contract

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

Tamil Nadu Road Sector Ilroject Environmental and Resettlement Management Plan

SI. No Activities Management Measure Location Reference

__________ ______________________ The details of ceosensitive areas are presented in Appendix - V.

1 3 3 Planning Traffic Detailed Traffic Control Plans will be prepared for single lane roads and hifl roads

Diversions & Thcy shall be submitted to the Engineer (HD) for approval, 5 days prior to MoRTH 1121

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.

Special consideration will be given to the preparation of the traffic control plan for MoRTH 112.4

safety of pedestrians and workers at night

The Contractor will ensure that the running surface is always maintaincd in running MoRTH 112 2

condition, particularly during the monsoon so that no disruption to the traffic flow

occurs

Thc temporary traffic detours will be kept free of dust by frequent apphcation of MoRTH 112 5

water, if necessary

1 3 4 MitigationMeasuic: toPrevent AnimalCrossings(if founldn1 cc-sary)

1 3 4 1 Proviloll of Water Water shall be supplied from a nearby perennial water sourcc within the forcst along Dharmapuram

Source withini the into ponds of size Im x Oim x 0.3m with ccment concrete scaling (to prevent Tiruppur, Nilgiris,

Forcst percolation losses) TirunelveliShencottah Quilon,Old Courtalam Falls

Road, Ooty MI'alayam Erode,

Ooty KothagiriErode, CalicutVythiri Gudalor,Coonoor Kattabettuand CoonoorKundah

1 3 4 2 >laor:itioii of frui P'lantationi of fruit bcariiig trecs is to be taken up for providing food to the Strctchcs along

animals The selection of the species to bc plantcd is to be finalizcd during the Dharmapuram

NW;a 12 December 2002

Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan

SI. No Activities Management Measure Location Reference

bearing trees implementation in consultation with the local forest officials as per the need Tiruppur, Nilgiris,

TirunelveliShencottah Quilon,

Old Courtalam Falls

Road, Qoty MPalayam Erode,

Qoty Kothagiri

Erode, CalicutVrythiri Gudalor,Coonoor Kattabettuand Coonoor

Kundah

2.0 CONSTRUCTION

2 1 Site Clearance

2 1 1 Clearing and Ground covcr or shrubs will only be felled or removed that impinge directly on the Corridor of Impact Design

Grubbing permanent works or necessary temporary works with pnor approval from the

Elnginecr

2 1 2 Debris Disposal All dcbris that is generated during the construction shall bc disposed only at the Dump sitc locations

Appendix - IV

designated dumping locations.

2 1 3 Preservationi of The topsoAl from areas to be permanently covered and borrow areas, wllu be stripped Throughout Project MoRTH

301 3 2 &

Top soil to a specified depth of 150mm and stored in stockpdles The stockple wllD be Corridor, where MloRTH 305 3 3

designed such that the slope docs not exceed 1 2 (vertical to horizontal), and the productive land is

height of the pile is to be restricted to 2m Stockpdcs will not be surcharged or acquired

oflictvisc loadcd and multiplc handhng will bc kcpt to a minimum to cnsurc that no

compaction will occur The stockpiles will bc covered with gunny bags or tarpauln

It will be crnsurcd by the contractor that the topsoil will nOt be unneccsCarnly

traffickcd cithcr bcfore stripping or when in stockpiles

Such stockpiled topsoil will be returned to cover the disturbed area and cut

slopes Residual topsoil will be distributed on adjoining/proximate MoRTH 3017 &

barren/rocky areas as identified by the Engineer in a layer of thickncss of

75mm - 150mm Top soil will also be utilized for redevelopment of borrow MoRTH 305 3 9

_iatcas, land,caping along slopes ctc,

22 Procurcmcnt of

ColnstructionM\ atcrials

2 2 I Transporting All vehicles deliverimg materials to the sitC will bc covered to avoid spillagc of All along the Project MoRTH

111 9

13 December 2002

Tamil Nadu Road Scctor lProicct Environmental and Resettlcment Management Plan

SI. No Activities Management Measure Location Reference

Construction materials All cxisting highways and roads used by vehicles of the contractor, or corridor and all haul

Materials any of his sub -contractor or suppliers of materials or plant and similarly roads roads

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

2 2 2 Quarrics All vehucles dehvenng maternals to the site wllU be covered to avoid spillage of All along the project Tamil Nadu Minor

matenals The quarry operations will be undertaken within the rules and regulations corridor and all haul Mineral Concession

in force roads Rules, 1959 [Correctedupto 31 3 2001]

2 2 3 Borrow Arcas Borrow pits will not be dug continuously in a strctch The location, shape and All along the projcct MoRTH 305.2 2 2

size of the designated borrow areas will be as approved by the Engineer and in corridor, all access IRC 10 1961

accordance to the IRC recommended practice for borrow pits for road roads, sites

embankments The Contractor will facilitate inspection of all borrow arcas by temporarily acquired

the PIU, and satisfy the Engineer of the environmental compliance Any non- & all borrow areas

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

2 2 4 Water Extraction Procurement of water is to be carried out as per Section 1 2.2 3. Along surface AD water bodies Section 1 2 2 3

water bodies selected particular areas will be earmarked for watcr extraction recommended to be

The contractor will minimise wastage of water in the construction process. used in the project

2 3 Stock lliilg of Stock piling of topsoil as per Section 2 1.3 Scctiol 4 1 4

Constructioll The stock piles will bc located at least 100 m from water courscs.

Materiak

2 4 Material Handling All workers employed on mixing asphaltic material, ccment, lime mortars, All construction sites MoRTH 111 6

at Sitc concrcte etc , will be provided with protective footwear and protective goggles MSIHC Rules, 1989

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

gm oa 14 December 2002

Tamil Nadu Road Sector Project Environmental and Rcsettlement Management Plan

SI. No Activities Management Measure Location Reference

Manufacturc, Storage and Use of Hazardous Chemical Rules, 1989

2 5 Safety Measures The Contractor is required to comply with all the precautions as required for the All construction sites

International Labour

During safety of the workmcn as per the International Labour Organisation (ILO) Organisation

gLO)

Construction Convenuon No. 62 as far as those are apphcable to thls contract. The contractor will Convention

No 62

supply all necessary safety appliances such as safety goggles, helmets, masks, etc, to Section 2 6

the workers and staff. The contractor has to comply with all regulation regarding,

workAng platforms, excavations, trenches and safc mcans of entry and egress

No man below the agc of 18 years and no woman will be employed on the work

of painting with products containing lead in any form No paint containing lead

or lead products will bc used except in the form of paste or readymade paint

Face masks will be supplied for usc by thc workers when paint is applied in the

form of spray or a surfacc having lead paint dry rubbed and scrapped

2 6 Earthworks

2 6 1 Earthcut The work will consist of measures as per design, or as directed by the Engineer All along the project

MoRTH 301 3 3

to control soil erosion, sedimentation and water pollution, through use of corridor

mulchcs, 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

2 6 1 1 Stripping, stocking Stock piling of top soil as per Sec 2 1 3 All along the project

Sec 2 3 2

and preservation of corridor

top soil

26 1 2 Dust All earthwork will be protected in a manner acceptablc to the Engineer to All along the project

MoRTH 111 8

minimise generation of dust corridor

2 6 1 3 E.rosilon Vhile planning or executing excavations the Contractor will take all adequate All along the project MoRTH

306 & MoRTH

precautions against sriil crosion and contamination as per MoRTH 306 and takc corridor 311

appropriatc drainage measures to kccp the sitC frcc of water as pcr MoRTH 311

Turfing on critical road embankment slopes with grass sods, shall be in

accordance with the recommended practice for treatment of embankment MoRTH 307 & MoRTH

slopes for crosion control The work will be taken up as soon as possiblc 308

piovidcd the scason li favourablc for the establishment of sod,; Othcr

measures of slopc stabilization will include mulching, netting and secding of

batters and drains immediately on completion of carthworks

Contamination of Vehicle/machinery and equipmcnt operation, maintenance and refueling will be NloRTH 307 & MoRTH

Laknl-4 15 December 2002

Taiiil Nadu Road Sector Project Environmcntal and Resettlemcnt Managcment Plan

SI. No Activities Management Measure Location Reference

soil carried out in such a fashion that spillage of fuels and lubricants docs not 311

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

Fuel storage and refilling areas will be located at least 300m from all cross Section 2 3.2

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

CompactionTo 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

2 6 1 4 Siltinsg, Silt fencing NvlIl be provided at the base of stock pdes near watcr bodies abutting the Water bodies close Environmental

Contaminationi of road close to construction sites Silt fencing of geo textile (MIRAFI 140N or to the project Protection Act, 1986

Watcr bodic equivalent) corridor

The dcKilir of silt fenciiig will bc as. pcr the conccptutal des,ign prcscntetd in Drawing- Drawing-1.3

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

2 6 1 5 E.arth fill E.mbankment and other fil areas, unless othcr wise permitted by the E ngmccr, bc Along earthfill arcas MoRTH 305 3 5 3

constructed cvcnly over thcir full width and the contractor wlll control, and dircct

movement of constructioni vehiclcs and machinery ovcr them

2 6 1 6 Slope protcctioni EImbankments and othcr areas of unsupportcd fill will not be constructed with

steeper side slopes, or to grcater i,idths than those shown in design drawings

2 6 1 7 Comp.icton of soil Conistruction vehicle, machinery and cquipment shall movc or be statioled in All along the AnnelCxure 'A' to

the designated area (RoW or Col, as applicable) only Whilc operating on corridor NfoRTH 501

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 MPalayam Erode,

2 Rock nprap Oory Kothagiri

3 Rock mattresses Erode, CalicutVythiri Gudalor,

4 Cut off wall Coonoor Kattabettu

5 Downstream silt screens/walls and CoonoorKundah

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

2 7 Surfacinig The contractor will take all necessary means to ensure that works and all All along the project Annexure A to MoRTH

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 plantationstrategy

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

Tamil Nadu Road Scctor l1rojcct Environmental and Resettlement Management Plan

SI. No Activities Management Measure Location Reference

immediately upon discovery thereof and before removal acquaint the Engineer of

such discovcry and carry out the Engineer's instructions for dealng with the same,

awaiting which all work shall be stopped 100m all directions from the site of

discovery

The Engineer shall seek direction from the Archaeological Survey of India (ASI)

before instructing the Contractor to recommence work on the site.

2 7 6 Damagc or Loss of Dunng construction, at any point of time, if a rare/ threatened/endangered flora species is Stretches along

Chance-found found, it shall be conserved in a suitable manner. The Engineer, on specific advice from the Dharmapuram

Important Flora & HD shall approve detailed conservation processes, plans and designs as well as associated Tiruppur, Ndgiris,

Fauna modification in the project design TirunelveliShencottah Quilon,Old Courtalam FallsRoad, Ooty MPalayam Erode,Ooty KothagiriErode, CalicutVythiri Gudalor,Coonoor Kattabettuand CoonoorKundah

3 ContractorDemobilization

3 1 Clcating of Contractor to prepare site restoration plans for approval of PIU and to implemcnt All Construction

Construction of these plans fully prior to demobilzation. On completion of the works, all temporary Workers' Camps

Camps & structures will be cleared away, all rubbish burnt, excreta or other disposal pits or

Restoration trenches filled in and effectively sealed off and the outhne site left clean and tidy, at

the Contractor's expense, to the entire satisfaction of the Engineer.

3 2 Redcvclopment of Borrow pits will be re-developed at such borrow locations, spoils will bc At all borrow area Appendix -III(B)

Borrow Areas dumped with an overlay of stockpiled topsoil, in accordance with compliance locations suggested

requirements with respect to MoEF/SPCB guidelines. Redevelopment of for the project

borrow areas will be taken up in accordance with the plans approved by the

etvironmental specialist

19 December 2002

I

n~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-

CRECHE

SKILLED CLINICWORKERS LADY

INSPECT R'

STORE

3M. WIDE

B:6 VCFEMALE CHAIN UNK

_ CEMENT FWORKERS FENCING

PLASTER ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~ADE

CONSTRUCTION PLANTS L J

VEHICLE WASHING |WASHING

FAMIUES UAREA

PARKING o ONE BRICK THICK 3M. HIGH BRICK WALL TO GENTS

PARKING SEPERET THE SPACES TOILET

0 MALE WORKERS nWASHING

AREA

| NR ------------------------------------- ---------------- 'jENTRY

NOTES Drawing No | 1. LAYOUT FOR CONSTRUCTION CAMP TAMIL NADU ROAD

SECTOR PROJECT

1) SITE SPECIFIC CHANGES IF ANY. Package -

70, Swdw Pae Rad, Oulny, Censmi 600 025.

TO BE MADE ONLY ON APPROVAL OF THE ENGINEER C I W I By gM, LEA Assodates South Asia Pvt Ltd.

Chainage - |DeIed By |Dronr et Ld O |Dae u -fi7

l,da, mh, ot AiPtLd

_______ ____________ B~~~~~~~~~~~~~~~~~~~~~~~-Iir-27. mld Floo. Matro Coopwrale indudf EaIs

Ma| , Road. Noew Detl-110044

Scale A wblrnwd Amshlyn Vesh SahKn Deurw2002 91-011-4973956055

R.C C (M20) FINISHED WTTHICK M.S.FLOATING COAT OF NEAT EiENT R 350 675 0 t i

SLURY SLOPE 1.440 DRAIN R.C C (M20)

INLEr PIPE S 1O0MM 0 -

RAMMED 8RK WALATFISBRICKS IN 1:4 CEMENTMORTOR

300 ~~~~75MM THICK R.C.C. (M20) BED50 100 50 50 50

RAMMED EARTH 50

SECTION A-A

AS PER REQUIREMENT

SECTION -B-B

SLOPE 1.402t -1-1 75

a z i DRAiN WITH A SLOPE OF 1.40-55 ~~~~~~~FOOTING '

0SLOPE 140 BRICK WAL '2

I ~~~~~~~~~~L LA

LA OIL INTERCEPrO

ROAD SIDE DITCHIl71375

KEY PLAN PLAN OF OIL INTERCEPTORSCALE

500MM 200MM 0MM 500MM 1000MMNote 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

1) FOLLOW WRiTTEN DIMENSIONS ONLY i7. Swdar Pei Road. Gulndy. Csws 600 025.

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package _

3) SiTE SPECIFiC CKANGES IF ANY. Chainage Deined er. Dnwn Or ChKed Br. Ap d By. Date: LEA h isocates South Asia PvL LW.

TO BE MADE ONLY ON APPROVAL OF THE ENGINEER _B-iE-27, lind Fior. Man CoopeatIe Indousils EetMctal Road, New Dcm Be 1004t

Scale -ANilrmod AmnbuehNve Shuph S5f5h Kumff Deacember 2002 91.O1141973950-a5

SLOTS 100MM C/C

SUPPORTING MES F - ANGLE FRAME A

GEOTEXTILE MIRAFI 140 N OR SIMILAR ________M_X3MAPPROVED MAKE-. . ANGLE

ELEVATION SECTION A-AGEOTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE

275 A 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 WIRE625 THROUGH SLOTS 111 1

A-'PLAN DETAIL AT A

NOTES Dravlng No. 1.3 SILT FENCING TAMIL NADU ROAD SECTOR PROJECT

1) FOLLOW WRITrEN DIMENSIONS ONLY 78.SrPRd, Gud.Ch,n, 60C25

2) ALL DIMENSIONS IN MM UNLESS OTHERMISE STATED Package -

3) SITE SPECIFIC CHANGES IF ANY. Chainage - |Dbgned B | D ByW. ChekeddBy. Appvad Br | Date | 19 LEA Associates South Asia PvL Ltd.TO BE MADE ONLY ON APPROVAL OF THE ENGINEER | I I 6-|11E-27. Ittd Flor, Mohan Cosve bd1 Esal,MaUwra Rood, N.w DeIId-110044

Scale 115 AbI| d A|n |ba Bhu 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 DesiredFormat Supervision I Read O HD Compliance RoWB Supervision

Head Office Monitoring WB Supervision

CONTRACTOR MOBILISATION AND SITE CLEARANCEonrctrto . 1. 1

eporting by Before start r

Nll contractor to HD Iof |AS rcquired AS required Quarterly Hialf yearlyfor debris disposal construction slocations I I

CONSTRUCTION PHASEMtoniitoring ofconstruction site Before start Quarterly Quarterly Half yearlyand construction of workcamp'Iarget sheet for

C2 5lollution As required After Nlontioniirg fter Half yearlyNx lonitorinig fF'argct shCLttfr Bfr start

C3 moitoring bi- of Qork uarterly Quartcrly A\ rcquired 1-1alf yearly Ycarlyd__ __ _ iversity o f _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __wo rk _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _

'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

Tamil Nadu Road Scctor Project Environmcntal and Resettlement Management Plan

implementation of the ERMP. Reporting shall be undertaken by the contractor under the supervision of

the Environmental Specialist of the PIU and shall be reported to be PIU as well as the World Bank.

1.7.1 TRAINING

The members of the Environmental Cell2 will be trained in environmental protection both in theoretical

and practical aspects. It is expected that the Environmental specialist hired for the Environmental Cell

will act as the key person for this. While theoretical aspects will form the bedrock of the training

programme, it will be the practical site visits and /or hands-on training at project site itself, which will

be of direct use to the project. However, the HD is committed to developing the environmental capacity

in-house and, therefore, all proposals for the training of its officials will have to consider this objective

also.

It is expected that the Environmental specialist will provide the basic training and then identify the

experts in specific aspects of road-related works who will train the officials regarding the detailed

procedures. S/he will develop specific modules catering to all these needs after assessing the capabilities

of the members of the Environmental Cell and the requirements of the project. The entire training

would cover basic principles of environmental assessment and management, mitigation plans and

programmes, implementation techniques, monitoring methods and tools. The detailed training

programme is presented in Appendix-VII.

1.8 ENVIRONMENTAL MONITORING PLAN

The purpose of the monitoring programme is to ensure that the envisaged purpose of the project are

achieved and result in desired benefits to the target population. To ensure the effective implementation

of the ERMP, it is essential that an effective monitoring programme be designed and carried out. Trhe

environmental monitoring programme provides such information on which management decision may

be taken during construction and operational phases. It provides basis for evaluating the efficiency of

mitigation and enhancement measures and suggests further actions that need to be taken to.achieve the

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 futureprojects.

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 discussedbelow

1.8.3 AMBIENT AIR QUALITY (AAQ) MONITORING

Ambient air quality parameters recommended for road transportation developments are RespirableParticulate 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 theresponsible institutional arrangements are detailed out in the Environmental Monitoring Plan.

Table 4: National Ambient Air Quality StandardsTime Sensitive Industrial Residential Method of measurement

Pollutants Weighted Area Area Rural &other Area

Sulphur Dioxide (SO2) Annual* 15 pg/m3 80 pg/M3 60 ptg/M 3 Improved West and Gacke

method24 hours"< 30 pg/M3 120 pg/M3 90 pg/rn 3 Ultraviolet fluorescencc

Oxides of Nitrogen (NO,) Annual* 15 ptg/rn 3 80 pg/m 3 65 pg/rn3 Jacob and Hochheisermodified (Na-Arsenitc

milethod24 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 infraredspectroscopy

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 aftcrsampling usinig I PNI 20000 or

cquivalenit filtcr paper24 hours+" 0 75 pAg/mil3 1 5 pg/lil 1 00 pg/rn

Respirable I3articulatc 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 measurcmentWeighted Area Area Rural &other Area

Suspended Particulate Annual* 70 ig/m3 360 ig/rM3 140 Jig/M3 Average flow rate not lessNIattcr (SPM) than 1.1 rii.m / minuti

24 hours** 100 al/m3 .500 g/rM3 200 ig/Mr3Source Anon 1996-97, NasioianA,nbAm,In Air.Quayj Alf olnlonng Senem NAQAMS/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 roaddevelopment 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 bemonitored and the responsible institutional arrangements are detailed in the Environmental MonitoringPlan. 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 ofSi. Sbstace o ent Undeirabl Effct Otsid the the Absence of Test (Ref. To RemarksNo. 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 ifMax decreases 1983 toxic substanccs are not

suspected, in absence ofalternate sources

2 Odour Unobjcctio 3025 (Parts a) I est cold and whennable 5) 1984 heated

b) Test at severaldilutions

3 'faste Agreeable 3025 (Part 7 'rest to be conductedand 8) only after safcty has been1984 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 1984and/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 1983Alax domestic use

7 Iron (as Fe) mg/I, 0 3 Bcyond this limit taste/appcarance 1 32 of 3025Ala.x are affected, has adversc effcct on 1964

domestic uses and wvatcr supplystructures, and promotcs iron

lbacteria8 Clhlondcs (as Cl) 250 Bcyonld this imit, 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 onilychlorine. mg/i, AlMn 1986 whefn watcr is

chlorinated 'Testcd atconsuLImcr cnd \W01ciiprotcction against v'iralinfection is requircd, it

26should bec Mbrn 0 5 20g/

26 Dececmber 2002

Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan

Requirem Permissible Limit in Methods ofSi. 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 CharacteristicsI Dissolved solids 500 Beyond this palatability decreases 2000 3025 (Part 16)

mg/1, AMax and may cause gastro intestinal 1984irntation

2 Calcium (as Ca) 75 Encrustation in water supply 200 3025 (Part 40)mg/1, Afax structure and adverse effects on 1991

domestic use3 Magnesium (as Mlg), 30 Encrustation to water supply 100 16, 33, 34 of IS

mg/1, Max structure and adverse effects on 3025: 1964domestic use

4 Copper (as Cu) 0.05 Astringent taste, discoloration and 1 5 36 of 3025mg/1, Afax corrosion of pipes, fitting and 1964

utensils will be caused beyond this5 Manganese (as Mn) 0 1 Beyond this limit taste/appearance 0.3 35 of 3025.

mg/1, Afax are affected, has adverse effects on 1964domestic uses and water supplystructures

6 Sulphate (as 200 200 Beyond this causes gastro intestinal 400 3025 (Part 24) Mlay be extended up toS0 4 ) mg/1, MIlax irntation when magnesium or 1986 400 provided (as Mg)

sodium are present does not exceed 307 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

fluorosis9 Phenolic 0.001 Beyond this, it may cause 0 002 54 of 3025

compounds (As objectonable taste and odour 1964C6 HOH) mg/I,A1_ ax

10 Mercury (as Hg) 0.001 Beyond this, the water becomes No relaxation (see Note) To be tested whenmg/ 1, Max toxic Mercury ion pollution is suspected

____________________ ~~~~~~~~~~~~~~analyser11 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 suspected12 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 suspected13 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 suspected14 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 suspected15 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 suspccted16 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 suspcctedIn 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 sIspcCtCdAllax method

18 Chromium (As 0 05 May be carcinogcnic above this No rclaxation 38 of 3025 luo be tested whenCr6+) mg/1, Max limit 1964 pOllutionL i sLispcCtLcd

19 l'ol nuclear - May bc carciniogenic above thisaromatic limithydrocarbons (asl'AH-) g/ I, A lax

20 MIiineral oil mg/i, 0 01 13eyond this limit undesirable taste 0 03 GasA\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 ofNo. Characteristic (Desirable Desirable Limit the Absence of Test (Ref. To Remarks

Limit) Alternate Source IS)21 Pesticides mg/l, Absent Toxic 0 001 -

Max22 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 forTime 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

Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan

Table 7: Environmental Monitoring Plan

Env. Project MONITORING Institutional res onsibility

Component Stage Parameters Special Guidance Standards Location Frequency Duration Implementation Supervision

I-lgh volumesampler to be located Air (Prevention Continuous 24

SPMN, RSPMN, So 50 m from the plant and Control of HtmxOnce every hours/ or for Cnrco hog nier

NO\, CO, I-IC to the downwind Pollution) plant/Batchung plant season for full working approved HD

direction Use Rules, CPCB, one year day moiutonng agency

method specified by 1994

Construction CPCB for analysisAir Htage Hgh Volume

Sampler to be

Sl'.l, RP&M the earthworks site Ar(rvno Stecofteoasaonor 1ul rng Contractor through Engierlocatd 40 from and Control of Stretch of the road Once every hotnours! o foratohouh

Egier

SI%l, RSPL% h edrthwvrnd direto Pollution) where construction is season for hofull/ workfng approved HD)

Use method Rules, CPCB, in progress site one year day monutonng agency

specified by CPCBfor analvsisGrab samplecollected from

\V1rer Qon ,a5e I D5 1 S9, DO ,1 hlelhx for ; CVClcatons alon peac Once ever C ontacor thrugpl-1, BOO, COD, source and analyse as Water quahy 2

Water QuaeR Constructon IoS, I'SS, DO Oil per Standard s omdor ill be season for HaDroved Engmeer,

'tage (A) Greas,c and'lb 1methods for standdCPCB bgmoetored till end of on e yr f 5 approved HD

Water Examination of CPCB construction penod oneyr montonng agenc

Water andWastewater

Equivalent urb,d,ty mStomnAs b sReadigs to beEuvlevel int ano 'rhnce a year taken at 15

Contruction Noise Irvels on dB integrated noise level Noise standards As directed by the for one year seconds Contractor through Engineer,

.tage (A) scale meter kept at a by CPCB Engineer (A dunng the interval for 15 approved HD

distance of 15 from maximum 5 locations) construction minutes every monutonng agency

edge of pavementpeohuradtn

'I utbidiry in Stormn A.% specified by -As identified by the Pre-monmoon

Miii Erosion Con,truction %%ster the engineer H4D staff supervising and post-

Soil Erosion tagL ~~~ ~~~~~~HD I Water construction along monsoon Contractor HO'~~tigL ~ Silt load in pond,, quality each route seasons for

%x ater courxcs standards one year

29 December 2002

Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan

Env. Project MONITORING Institutional resp nsibility

Component Stage Parameters Special Guidance Standards Location Frequency Duration Implementation Supervision

The parameters To the

Construction I Storage Area mentoned are satisfaction of Quarterly in

Sites and Constructon 2 DrSnage further elaborated in the HD and the At Storage area and the

Construction Stage Arrangements the reporting format standards given construction camps constuiction Contractor HD

C(rmps 3 Samtation in cheked ir ,n the reporting stage

Construction Camps adequacq form.

Con,,truction ~~~~~~Comparison At loaion Ieetd 1 timeBio-diverstix C tuio Species diversity Quadrate method with pre-pro)ect

t angm eec Quarterly evaluation at HD HD.Itage Qstain by engineer

each site

Selection of locations

Blioengineerin Operaton Vegetation coe -as advised by 1 time

Blong measures Stager n (sqe n m)ver Geotechnucal Quarterly evaluation at Contractor HD

personnel of Engineer each site

30 December 2002

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 ERMPis 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

Tamil Nadu Road Sector Project Environmental and Resettlement Management Plan

Table 8: Environmental Budget3 for Maintenance Corridors

COMPONEN STAGE ITEM UNIT UNIT COST I1 UNTT TOTAL 1 TYPE OF ELIGIBILITY I SHARE OFCOMPONENT I STAGE I ITEM l l (INR) QUN T COST (INR) I CONTRACT ICATEGORY | WB | o

(A) Mit igation

Dust Management with

AlR Construction spnnkling of wVater, covers for Km Covered in Engineenng Costs MC Eligible

vehccles transportingconstruction matenal

SOI], Construction Turfing/Pitchmg sq m Covered in Engineenng costs MC Ehgible

Operation Redevelopment of Borrow sq r Covcred n Engmeenng costs MC Ehgvbleareas s m

CONSERVAT\T lION Construction ,\tImgatson desigrs for 1000 LS 1,000,000 00 MC Eligible 800,000 00 200,000 00

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-

AIR C(onstruction plant locations approved by thc s sampe st 15*3*1 225,000 00 MC Eligible 180,000 00 45,000 00

Engineer Smls sml e

N\lonrtonng -at con.,truction No of 5000 for 3- 14*12,3000 MCEibl

sites in tandem with Samples sample s,t 149*3*1 2,235,000 00 MC Eligible 1,788,000 00 447,000 00

construction

\V\I R QUl,ItY Construction At Nicatons speciid i the Sampes 5,000 149*2*1 1,490,0)) 00 o MC Eligible 1,192,00000 298,00000

monutonng plan

NOISE Construction At equipmcnt yards a, directed No of 4,000 149*3*1 1,788,000 00 MC Ehgible 1,430,400 00 357,600 00

by the Engineer Samples

Wirer Sourcc withun the forest

Water Source 1\ thinll l irca b! crating pond of size No 15000 1501)'8 12000000klrts I m 'x Il m \ 0 3m with CCmLnt

concretL silihng

I rCe Plantation within Construction I'lintation of fruit beanng trcLs I S 10()1,000 100000*8 8110,000 00

The estimation of budget is oinl! provisions not based on exact cstimates Any changes required to bc made to the budget based on these, comments should be included

32 December

Tainil Nadu Road Sector Project Environmental and Resettlement Management Plan

UNIT COST TOTAL TYPE OF ELIGIBILITY SHARE OFCOMPONENT STAGE ITEM UNIT (INR) QUANTITY COST (INR)

CONTRACT CATEGORY WB GoTN

lorc,ts

BIOENGINEERING Conqtructon Moon3tonng survival L S 1,500,000 00

MC Ehgible 1,200,000 00 300,000 00

MEASURES

Operation Monitonng effectiveness LS - - 1,500,000 00 MC Ehlgble 1,200,000 00 300,000 00

BIODIVERSITY Construction Species Diversiy L S 1,000 for each 100*3 300,000 00 MC Ehgible 240,000 00 60,000 00

location

Sub rotal 9,958,000 00 7,230,400 00 1,807,600 00

(C)rraining & Niobilnation

TR-MNING | ,Construction As per modules developed for LS Included as EA

TRAINING ~ ~Iand Operation TNIRSP L Costss'I (ltd Costs 10,958,000 00

8,030,400 00 2,007,600 00

Grand rotal INR (A+B+C+ 10/ Contingency) 12,053,800 00 8,833,440 00 2,208,360 00

(,rand 'l'otal USS (@ INR 48 00/S (A+B+C+ l0%, Contingency) 251,120 83 184,030 00 46,007 50

33 Deccmber

APPENDICES

APPENDIX - I (A) PRIORITISATION OF CORRIDORS FORMAINTENANCE

Corridors that have been marked for further analysis to enable selection of the corridors for maintenanceshould be subjected to analysis using the 'Table-1 below. Finahsation of the corridor selection shall be basedon 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 fromselection.

Table -1. Anticipated Impacts along Maintenance corridors and Selection Priority

Si Environmental Impact Magnitude Selection Priority Mitiation/avoidance MeasureNo Component Description L M j H L IMil g1 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 pnvateland acquisition due to setting up of negotiations lProvisions of R&R policyconstruction camps also e\ists will apply

Clcanng of roadsides foe laying of_Clcanng of roadsides for laying of ~~~~Impacts on affected persons have to beSquattcrs 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&land encroachcrs policy of GoTN

Cultural properties c\istng on theedge 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 structure1 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 thecollision of vehicular traffic \ ith the onginal structurestructure

All the utilitics that arc being impactcdUtilties present along the corndor have to be relocated bcfore start of thewith 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 thcWater taps, WatLr pipelines, clctncity local users The utility rclocated should belines, 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 arearcc h IIncrease 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 forcstdi,ini,grato n and ins otl 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 tlliir.i'(tic , endangeree f(ira .iIon, I ryd iccntut nsiikis. i

corindors pas,ing thloigli bIodiNers, clsarlv dLfnL conirc5on \%ork ira No2 2 IHor 11Lrich treas ssill Ii irresrsihk N illgitimate dumlpinig has to tiLk plic, in

rilpacts th. region Nso settin1g if construICioncamps and hot nis. plints has to bc tiLe i

4 t \VWiter 11odies

i:nir cti(incl C(il( t10 s .iier b idi 1- Sib fLncisig it st1oCikpilC1/ticnsp irin41 \V1iWtr QuiltsI ss Uld lead t l silt.1iii 11in l 1 i i 4 , stlirig of dtimps 1is1 to hI. prn)isdcl N,i

ruLi0tt froim ci insictiusin s1sstu.1 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 PriorityNo Component Description L M H L M H Mitigation/avoidance Measure

rcsuLlt in impacts on water quality allowved into the water bodies

If watcr bodies arc impacted, lost storageGeometric Correction, arc not capacit hias to bc rcplaccd at tilL sameanticipated 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 of4 bodiLs might lead to impacts on storage watcr body, an equisalent arca of the

capacit) of wvatLr bodies due to swater bods has to be dug at appropnatepartial/total filling location Local peoplc hase to be

consulted in finalizing the location

WVorking close to riers for 'I'he contractor should ensure that ifmaintenance works would interruptflow of water into the ns crs and waterfow is interrupted for long tme, teiL

50 Bridge \ orks streams lbus \ ould deprn c the usage \N dosl an alteram c u ource If nbcessary thand culverts of dos nstrcam users Further, it

ould Icad to direct flOv of ~ ~ ~ ~ ~ ~ ~~ satercourse has to be diverted from the\% ould lead so direct flow of cntuto iet eontLogiaconistruction matcrial into the coursc don sistreamr

atcrccursss

Compensatory platiting of 4 tree per treeRoadsidc 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 andand pa\ ement shall need to be monitored till teV can sur\ i cremo\ 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 sites7 0 Dcbns Disposal road is capable of generating ilt 4 4 should be has ing 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 depthtopsoil due to the ctraction as vell as has to be stockpiled beforc L\ca ationiits 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 from9( 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 thetopography _ollutLIon control rtgulations if CIiCB

\VaIter eLtracti s1 shoLld la sKiirced friom

Water e\1traction fir construction sUrface \ atcr bodies, identified b) the1(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 iofitcr, anid disruption toi othier us isa

estrctiSin should be regulattd to a iiddliruption to OIithr U.sCrs

1 11 I l t In..imlspolinkon t te), hit mi\ rl pin I hould b. IO iLLIdtIhe amient pollutanit conctiltraion its iLeilt liifl .n\ \is from habitaii ns

\\o rking In areas rich In irchi O lgIc11 In else if CIhnCe f.itnd, she ci ststUictin'2t) \rcltei ihitgtc ii pri iien es i 1 iy his e cit sisees l fcI i ssi irk has iio Ie hiltud and irchco ili l ) iie.I2 2) V V eLrepL irlinhe\SiCIIICisOFiii beilfnf',n d 0i ,)tls%iP'rOiLprtie s tieLiisL pirollpertis i if IlglsLr

trehi-tOhiOgic.1 s ilcie ceit irtCLe 'IF IILe irchIeiL hiigIC.ih dc p1.111intent,tihc \\tork 11i h be1) Ci nnimence-IL

I)woeDitiber 2(1)2

APPENDIX I (B): SCREENING GUIDELINES FORENVIRONMENTAL AND SOCIAL ISSUES ALONG

MAINTENANCE CORRIDOR

As part of the TNRSP, about 2600 km of roads are proposed for maintenance component. This co