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T-ilifil ;SINidl, Ro id S.<lel ProJcclE T Et IP TNRSP 03

VOLUME II: APPENDICES - TNRSP 03

LIST OF APPENDICES

\ppendix I I 'soposed Ilp-r, etoent to L pgradatloIt Corridors

Appendix 1 2 C2adittrion-f Clearance bl I'NPCB .tnd !\ [oEF

Appeidix 1 3 R-cormmeielcl l)s,gn Cloaisgas

Appendix 3 I Cirideltce t so Slung & Operar int of Boron" Area5

Appetadcx 3 2 ( orreria tor E,aluation of Boe,ro, Areas by Supee-ieton Consutltants

Appetndix 3 3 Excerspts na, I :lanil NadaL Nlaor ttnr:tl ConIcession Rules, 1959

Appetidax 3 4 Guttdrhis fos Siung & Lay-out of Constrtcucon Camps

Appendix 33 Naisral Habitat Nlanagemene Plan

Appendix 3 6 Gtideltees tCo ldeenFifcaion of Debris Disposal Sties

Appendix 3 7 Specifications of safer- appliances For construcuon eorkers

Appendix 3 3 Roadside \Eatcr Bodies along TNRSP 03

Appendix 3 9 Noise Slitigauton Opuons

Appendix 3 In Cultural Properties Mlanagement Plan

Appendix 3 11 Landscaping Strategy for TNRSP 03

AppendLx 3 12 Guidelines for Redevelopment of Borroxw Areas

Appendix 3.13 Nap of Identified Quarry Locations

Appendix 3 14 Mosdifications to NMoRTH Clause Il I, MeLsutres for Safeguardmng Env-ronment

Appendix 3 15 List of Bndges in TRNSP 03

Appendix 4.1 Eal-ianceemrncs Drax-ings

Appendix 4 2 BoQs & Specifications of Enhuncemenes and Nbugauott Mcasures

Appendix 5 I Etnvironmental Reporung St-stem

Appendix 6 1 Orientauon Ž\lodtule, Fear Implementing Agency

Fehruary 20(13

1 iLnul Nad& Road Secrm 11ioject .Appeadwices 10 iiiiioiieai.il ŽulManagemenit Plan T 0-I3NR1 0

Appendix liProposed Improvements to Upgradation Corridors

A description of each of the rreaunents given for uLpgradation corridors is given below

TWO LANE GRAVEL SHOULDERS (2LGS)

[he 2LGS scandardl of road pros-ides a 7m carriageway, coiisistent with IRC 73-1980 It includes normalroad infrastrctoure, such as longltudanal drams, kerbs and footpaths in towns anid sealed light rraffic surfacesin the villages I , . I I 1) A combinaanon of overlas of the exising pavement (wherever practcal) andpaveient widening achicvcs ahe 7m scal In the coral secuons shoulders ire of gravel, 2 5 m wvide and rcetthe fRC 73 (1980) standard for a 12 en roadway (Rvo lane Sutae Fllghwais in plain asd rollmig terrain)

Urban secuons include a sealed slow lane of 2.5 mn on both sides of the carriageway This may, however, bereduccd to a munimum of 0 3 m in constrained situanons. Village secuon includes a I 5 m nwidenedpavement both sides of the carrnageway, which may siimlarly be reduced ini constrained village areas

Utrban and vilUage secuons include local drainage via masonry drains, covered in the urban areas and open inthe vlllages to faclitate cleaning and maintenance A local commitment is requLred to maintam th e drams.However, the benefits of a drainage system in terms of addiuonal pavement life, qualty of lfe and amenity,ouwveigh the addiuonal mamtenance requirement. The PCC considered various options for villages,mcluding covered drams, drive-over open concrete spoon drams and kerbs. Covered drams, while desirable,are not likely to be approprately maintained. A dove-over concrete drain would requLre full-depth pavementon both sides and have ltde capacit, m the flat terrain it xvould be very hard to maintain a fall on thesurface level invert. The high coat of these alternatives made them undesLrable. A broken separator kerb(300 mm break every 4 m) will allow drainage but exclude heavy traffic from the low-strength pavement forlight and pedestnan traffic behind the kerb.

TWO LANE MINOR REALIGNMENT (2LMR)

The txvo lane minimum realignment standard as the mnuimal level of improvement before maintenance. Thenew road folloxvs the existing alignment providing a structural overlay and wvidening to a minimal formauonwidth. In the rural area this provides overlay and wvidening to a 9.Om formation vldth and provision oflongitudinal drainage (Figure 1.1.2). \Where there is sufficient allowance Nvidun the exissung nght-of-waysome munor local realignment to ease sharp bends vill take place.

The proposed works consists of a structural overlay and widening, generally on the existing alignment to amuumum of 7.0 m sealed carnagewvay and 1.0 m gravel shoulders. The treatment provides a road anddrainage upgrade vithout large expenditure and land acqusiton effects, numizning overall developmentcosts.

i s February 2003

Tamil Nadu Road Sector Project Appendaces to En,ironmental -Management Plan 1'NRSP 03

OrF CTRPRDE WAYF~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~Tr 27Sm4OAARIEE ROADtO ROW)

t tH~~~~~~~~S50 (ERowahut)D OESBLE ROAD RUUNE RY

4000 MN 95D0 (ASOOtUrE ttN) NOTES

E , HIN FDDO FRD4 ~~rssRur.e W.v Srrr_9 ~ ~ ~~~~~~T | NEW TREE OR 3tOGtSENE N6TES) 1. THE STEEPEST XILoWACLE BAITER SLDPE IS L'i surrFLAttER SLOPES MAY BE RE9 REDto tMO ISJRE STARLITY

P,_ A t O EROPeOSES wI6WAY LSHOD 2Z z T R4E E OF TE E OF.TE tLSHOuIot N R AN W4.L RE A EIIIUtA OF tOmn 8EL5WTHDE EDGE OF TH4E RODM SHOULOERt MD1 CLrT A URLIULSA Or 0.4Dm 9N TO

SEE iTHXSEv NATe URAL OENIEL OR As ADOIREcT m 10DE RERNINEERI ~~~~~~ 4/I ~~~~~~~~~~~J 2~~~~~. LONS10TIRD.L DRAIN LDOONtON TO BE 5E10TE5 ON SITE to PR90105~ ~ ~ ~~N ~ ~ ~ ~ ~ ~ PAIEILES4T DRNFBDE ANDtAO 00 REMOVAL OF EX15090 TREES WHERE POSSEBLE

in= -- 1> -mS 1

-- = 4. SN RURAL sEGELNs tL TTREE LOCAttONS SHLt BE A UNDIUN OF_ _OAn FROM THE EDE OF cARRIADE WET. PLAAIWG StINt RE

All ~ ~ ~ 0MNGRA_ IN 9 TOTJERS OR AAENIUE TO 00ff LANIDSCAPE DESIGN.=4 lNO0tiDLtL DRAIN , 5. ON MURAL SDnON55 01STIN5 TTEU5 ARE TO BE =AINED Wtfl

S (SEE NOTE:2&3) PC SECES RwHEROE BASE TRJNK 5 CLEM OF SKOUIOER EDGE.OONFIRUAtONON'SDOE BY THtE ENIONEER.

TlYPCAL CROSS SECllON OF ROAD FOR RURAL SECTION (ZLS - R) 6.ON O'A01AE & URBAN SECTIONS SIONIFISANT EY51 14E00 MAR EE

RETANO WHERE BASE IRLRK iS tL. OR uORE CLEAR OF ONRRLI.SE WAY.OF A E WAY 7. ON URBAR SECTONS SLOW LANE PARKING YEnTt 6 NOPRUA'Y

2.Dm. IN CKTOFDICEDU ARES TIRS CAN RE REDU00 to A. LMIMULI OF EDni.1t7.0m (0DES ROAD RXLW) ,- LweaUUlI LONRtUtrAcL SLOPE ON NVETE OFr OPEO OR19r4

I ~~~~~5D(LR )AR C SVERED DRAIN TO RE 0-2517

e B |- BIL1 1 DOWN STREM END0 OF ORAN IS TO BE TURNED OUT TM3000CMA)L) 21111. ~~~~~~~~~~~~~~~~~~~~~~~~~~LDNOETJDC4UL DRALN. CULLIE OR ORALNACE UNESDODOMI1A) _ WSp . O( .SOO . rct Yll I0 DN URBAM SEICRION AooIau INTRUSION OF ELINEt BUOLCN N S to RO t4N

t5WtitWm.1 )ElOFOSEO UIRXE WAY - tSOD(Ut.) 1.- OF FArE OF KERB &N.FIOIAOOTPAT1A WIDTH LS tHEREFORE -LO-)

gt. fALL DtttENSLDNS MRE IN 'mr UNLESS OCTHERNSE SPECIRED.~~ tnt KMEWt IS. RXAD OBJECTSUCH01 AD POWER POLES. UDIT P'OLES ARE To BEdi _ tcczz . . f .o eeD oEJRELOT (DDO ET50 TREES) itERE ThEY FELL WTNEl

Lim- RVIRAL SE=H09 6N.m FROOl TAJWIAE WAY ROOF.

VILLAGE SECTiON N451DE OF KERR FADE.URBAN 5EC0tO . NSLDIE OF KEqB FACE

TYPICAL CROSS SECTION OF ROAD FOR VLAGE SECt-ON (RIs - V) Q

ITOt 170mDESLRAltn RaAD R LNW) o

_ FIGURE 1.1.1 TYPIAL CRSS SCTIONOF TW LAN GRAVL SHOLDER(2LGOF CARO(E 'YAY 8S00 (mCUNI) N

ME . 4EStABLE ROAD BOUtVDARY 1

9_SEE NOTEtO SEE RO rEA .

2tOO11UtNW50til SLOW LANE 72003 ROAD SL LNE LcD (mICTAHPV PARttNO | ROF~t5E lAMRPOE WAY |PARtitNG |FOaT PAT4It1`XE[

TYPICAL CROSS SECTION OF ROAD FOR URBAN SECTIOI (ZLSS U)

g t t J X :' | FIGURE 1.1.1: TYPICAL CROSS SECTION OF TWO LANE GRAV-EL SHOULDER (2LGS)

Februar) 2003 I

lamiil Nu.du Road Sector Piotec, Appe-dices sa, I w,aioneital Ma Iuageioner Pita TNRSP1 03

Appendix 1.2: Conditions of Clearance from TNPCB & MoEF 6 Cyclone shelters available in the area can be renovated and used for above purposes.

7 Kactuma,adi itMamisal road should be improvedCLEARANCE FROM TAMIL NADU POLLUTION CONTROL BOARD (TNPCB) 8 Aqua culture unilts should be located at safe distances to prev-ent ens-itonmental polluaon

NOC frona TNPCB (Letter No F3/TNPCB/F 673//:UlD/RSP/C-T/99/Dated 13 4 99) -ide its Resolution 9 Projects for attracton of toLrists should be taken upNo 170-2-1/dt 7499 for improvementa by wvideiting and strengltletaing of the existing roaid berveen (6) la/Zbi, Heuwnoeg an Raiflaneiahatun-a Dztot hel/d on 3.399

Cuddalore and ToLucorn and all allied sworks inclucitig formanon of newr bvpass roads for a lirgth of 440Km subjcct to the condittimns specifiecd i- TNPC17 and also conditions inaposed bv the Public hearing panel I ConstrUcuon of the road shall not cause anv disturbance to the fisher meln communinof the districts in which che Ro.ad Sector Project is proposed to be unplemented. 2 Telephotie and electricity facilhit along the road side shall he -saintained and upgraded and shaould nt

CONDITIONS IMPOSED BY THE PUBLIC HEARING PANEL be damaged due to the improvement(7) Pabti Heaing sin Tu/iaonsr D,a il lheld oan 9.3 99

j /) Pat/B fnb , Hearni in Na,gamaaoiasn Do/nit h/ed oan 24.2 99 1 Explore the possibLht of considerng dae existung road via Kalurani, N/slppar rather than diverung

through Pannaivur, Kulatnut and Vaippar1 No speolfic conditions imposed

2. To obtaitt necessary clearances for roads through CRZ I(2) Pt/li, -eaonng in Thznwanr Di/il held an 2.2.99 3 All displaced persons are sultably compensated

1. Contnuaton of the East Coast Road and the deficiencies in East cost road should be rectified tn this 4. Provide necessary pohunon control measures with respect to air, noise etc during coistrucuon andproject operauon stages of the project

2 Not advisable to have the road m CRZ 1(72 Km as per EIS) 8 No wvork to be undertaken svithout final clearance from the noEF

3 Compensaton should be realstic 6. Drytg and threshing of crops along the road and burmng of food grains along the road side should be

4 People hving in Poramboke area, mainly fishermen should be compensated avoided

(3) Public Heanng7 in Tbanjavir Dzrinci beld on 26.2.99 7. Measures to prevent accidents8 Details on evaluation wvith regard to reducuon in involuntary setdement

1. Hosv sea grass is Impacted and boxy It wvill be saved9 80 % of the local people are to be employed an the project scheme.

2 Mleasures to improve aesthetics

3. Project road should not affect migratory birds at N7uthupet marsh CONDITIONS SPECIFIED BY TNPCB

4. Road should be developed stratght without much curves 1. Implement ElvlP as per ELA Nonficaaon 1994.

(4) Puzblic Heaa in,Cuddalore Dtstn,t held on 27.2 99 2. Ahgnment designed to mamntase Impact on land acquisition/buildings/coonunrtyfacities/rees/dasplaceinent of people.

1 Indusmnes should come up but at the same ume they should comply wvith Rules and Regulatons laid 3 Ahgnment in CRZ shall comply with CRZ Nouficauon dt 19 2.91 and shall not violate the spLtt of thedown by the TNPCB orders issued by the Supreme Court in NT (Civil) No 664/93 dts 18.4 96.

2. Road side hospital faclhues should be provided at a distance of 50 -60 Km. 4. TNRSP shall fulfill the objecuves of widening to 2 lane, pavement srrengthemng, drainage

3. Avoid curves and bends iu the road improvements, raising of road level in low Iying stretches, improvement in standard specifications and

4. A bypass to Cuddalore is essental practices for design, construcon and maintenance of State roads and bridges, reahgnment to umprovehorizontal geometry and safety and bspasses of selected areas

5. All bndges are to be upgraded5 Loss of wedands to be acquired lass to be suitably compensated and also make provisions in the project

6. If 5000 trees are cut, 30000 trees should be planted estmate to make land available fit for agriculture Iin consultanon with the Agriculture Deparment.

7. There should not be any ground water polluuon 6 It has to be ensured that the ahgnment does not pass through Reserve Forest/Forest for the entire

8. Industries should come up on the eastern side of the road, only the lughly pollutng industries are to be stretch Adequate measures to ensure least interferetice to forest/wild hfe ecosy-stem in consultauonavoided. with the Forest Dept

(5) Patb/c Hearing an Padukko/tai Distnct held on 4.3.99 7 Etisure that the impact on water resources and the hydrological regime is nninmum.

1. Adequate drainage facdities 8. Measures for control of erosion and sedimentation of waternvays dunng construcoon.

2. Compensatory tree plantation with proper maintenance 9 Mamtain proper gradient dunng excavaton For slopes steeper than natural angle of repose for soil,

3. Timely and full reief .artificial supports ace necessary. Slopes must be stabiized by stone pitching or plantng wvith trees and3. Timelv and ftlU rebeE ~~~~~~~~~~~~~~~~~~~~~~~~other soil binding vegetation.

4. Thorough study on the possiblhty of induced development 10. Subsidence damage to be inmmused either by precauuonary measures on surface to protect installations

5. Sufficient facilhues such as toilets, drinking swater, rest houses, petrol bunks, motels to cater to vanous or by appropriate modificanons of excavation method especiahlv in urban areas.needs of the road users

Feblman- 2003

Tamil Nadu Road Sector Project Appendices to En-ir-tmcosal \fan-geme,t Plan TNRSP 03

OF ~ ~ ~ ~ ~ ~ ~ ~ ~ O

E 2 scoouBluubt 2 ~~~~~~~~~~~~~NOTESTo ,L OF t'HRRWAE WY m t YSEaPSY JIYtU BAtER sLoPE SE B1r

tona r pRcporzED LEhY , RATTER SLOPES BWM BE ASROLO TD EISD S RE trSrOT.YAF&E AY Ott E0 RUNL. STtEEDCS NUF TRE LEOCOSES SHALL BE A IJ9tU rF

S- Ur 01 iSHE LOSE OF EUBBIASE StAL PLABISN 55444 BE

? CUt Eti E OR IENUE ro SULr LANsCAPE 0E1L5_____ .3 SAt~~~~~~~~~~~~~~~~~O RURAL SrMtONtS LOSiN TREES ARE tO BE PESULSED SftUN

PaSSISE. tiHRBE BWE inURE IS CLARE OF SURULDER EUOEZONRS6AMAUROR StrE BYE TH ESI61E.

4OR SIULxB LIBL atRS SLOLEAB 555 iRa BR SEWTXRllDL ,-RE SBASE S tR tOrn OR LOOS Cts F rUASA BRA

5. ON URAN SEE SE SLOW SANlE PABIUBO 4MDTH WY RE RREDW83 in DaSr

C- UbUI LOROSJUL SLOPE OE 1Pr5 OP OFE ERMASE

TYPICAL CROSS SECTtON OF ROAD FOR RURAL SECTION (2LMR - R) AD COVlO StRO in BY sEO M BEt twcOcS STMmAI Em0 OF tRUSSm IS SE TU ERMt ar

LOutUIamL 0rABL CUIER OR ORPAACE LNEa. EAR URBAR S51101 W"USD11 MUAMR OF LaSER StALOBSS LS in 51555H4

OF CAR&LAGE WAY l.O. OF FACE CF t90 OLI[4lOTCATIH WDB4 I0 EfEtE t4ftr0- 1- tOOm (ttYUWi I RtCALT R XON) ,0w5sLt5 AHE a mmUNL9StS trSsE SPFC-0

SU.tD Ra OM=t StUCEt AS POkER Pt5S. UGHTB PFULt ABE 3D 9ERac=EBtH iOSOAOUJO SERSSr 1ES1 WHERE THez FALL 51M0RURAL SSSRC 601 PRIU flO EPtIO USES

Etct ; 4 PCWSZ' 1A41PCE hAY " 8 M3 rtT5 \5ULTE 5ECIR a * 'BE OF OPB DrM:UfRBAR SUZO00 5400StE 550 PRO

St. BBttER 05 RON. BOX RES 00510 ULOGaBUOWE BPROECEUJIBO StALt RE CONSTRtIMD00N AR8%S W054 BSLOtW50t MOXGL:LERAL LOCAL BABArE BOOK UPR9O0EaS SHALL BE COWUUPIE

2O. St BAS OF THE4 L-OAEORERL COBO SWIL HE A.BRSA RE tOr i 0 OBME EDG OF TttE ROWJ HOUBJ rR AltO = A tARtOSIt P B 40F tR MO

SRPE RtORPL MUOUND tORE ORM PS BtY= TBHE 05EE0L03. LOIBOSDSAL CIR04 LOKASERU MD SE KSS-ERS BN STE SO PROVEE

TYPICAL 055 SECllON OF ROAD FOR VILLAGE SECIION (2 MR - V) PASIS DBR/UE AMB AV05 RUbODAL OF St1iG11 REE A 5 E PO=EaSE54 ER RUA 5500 REd TREE 10000IkB SVAU- RE A 5104 CE'

rBI bmU5 THE ELOE OF ELftRA WAY. PLARO0 bt±L RE

Ut (tB t CI AO OPIE ABEYE M SU LAYsrOEE OEtlDIL

TYPICAL CRSS SECTiO OF ROAD~ FURD URBAN SCIN(LR-

.5000 (Mauwlw ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~Fbuay20

,MI5E WElO tiEE NtZlEtQX

>RFYOSEZ AHIlEhYst ARRO NM

--v - r---- _

TYPICzAL GROSS SECnlOR OF ROAD FUR URBSN SErTlION 2LAIR - LI)

e r fi s X sF ~~~~~FIGURE 1.1.2: TYPICAL CROSS SECTION OF TWO LANE MINOR REALIGNMENT (2LMR) .JVRFFT= TA.-I -LAO

Febuan- 2003

at-tnh Nadi Road Secto Project .Xppeisdice, to Ein, oiiii-rmtAilfItoigeL-,t [Plan TNRSP' 03

Cottfunssioners of MUnicipalties iand Corporations shaill collect lease aniount, seignliorage fee or4) TIse lessee shiall, at his oswn expense. erect boundary marks round the area showsn in the plan annexed to dead cent or area assessment or any otrhec payiment as thec case nast be, in relation to rise lessee; or

the lease or agreemenit and in wshich he ssork minaerals and at all rnoses ma-iintatin aid keep stich pentnir siolders, sign anid iSSUe transport peemits and despatch slips to the ctUarrvInag permit Isoldersboti)dn-iarsiarks iii good repair and lessees and collect penalrs amTouint and compounding fee from the persons liable to pay cis

penalty or compounding fee as the case nias be.3)(a

The quserving pernsit holder or the lessee ot Int, tenant or lessee. etc , shall keep corrert accounts Provided that in the case of village panachavars thie transport permit and despatch slips shiall be jointlyshosvmg the quIantin andi uther parorculars of all tmitnerals obtainied and despaqtclied front the Quarry signed by- the Village Panchasat President and \Vire-Presidenr Ini the absence of Vice-president an;HeI shall also allowv any Officer aathorised hr the I [Stare Governmenit,] I Director of Geology aind miembee authorised br- the Panchatat For thils purpose shalfl pointiv sign rIse transport permits andNL\nitag, Chief Conisen-ator of Forests, the Collecitr or the Distortc Forest Off'icer, is the case m ay be, despatcei slips in the place of Vice-presidentto examTine suchi accounts and furnish hiim svtub~ih cinmforn-tinons and returrns as mar- be specifie d bythem larovided furthier that the issue and use of transport permitrs andi desparceb slips for transportation of

ans minor miAneral shagl be subjert to the rondanions stipulated tonrtsese rules and tiisitrocoons of theI[(as) State Governmenr, Dtrector of Geology and Nlining and or the Disinric Collertor or the District

joust Director (Geology and TlOaning), Depury Dirertor (Geology and I-fining). Assistant Director Forest Officer issued from otie ro unme](Geotogr- and 1%lining), Assistantr Geologist, Sperial Tabsildar (I-fines) SpecialI Depots Tabasddar(Nfines) and Special Revenue inspecror (I-lines) in the district officers of rhe Deparrtment of G eologv (c)and Mining and Presidents of Village Panchavats, Executive Offirers of Tosvn Panchas-ats or The quarryuag permiut holder or the lessee shall carryrour quarrying operations in a akWful, scienuficToswnships and the Commissioners of Municipalites or Corporations shall exerrise the powvers and and systematic manorr keeping in v-iew proper safety of the labour, structure and the public anddischarge the dunes as may be required and as the circumstances of the eases warrant in respecr of the public works located in that vicimnit of the quarrying area and in a manner to preserve theprors'isons of clause (a) and wvithin their respective juraisccuon. envtronment and ecology of the area.

(d)Provided that the said powers and duoies exercisable and dischargeable by the local body authomnces Any Officer authorised by the Central Government, the State Government, the Director of Geologyspecified above shall be e-xercisable and dischargeable only in respect of miunor nmanerals namely, and I-lining, the Chief Conservator of Forests, the Distmct Collector or the Dismect Forest Officee isbuilding and road construction stones includinig gravel, ordinary sand, earth and turf and ordinary clay emposvered to enrer upon any area wvhere quarrying is earnied on, examine the quarrying ares, theincluding silt, bock and toJe clasv and wirthin their jurisdiction relating to all lands excepung the reserved adjoniung areas and the quarry accounts and registers and the vehicles used for cranspoetanon offorest lands and lands reserved under the Tarod Nadu Forest Act, 1882 (Tantil Nadu Act V of minerals from the quarrying ar:ea at any place to findout violations of these odles or the condinons of1882).]l the quarrying permits or quarrying leases granted under these rides

(b) i [(dd)The quarrying permit-holder or the lesaee shall remove, or allow removal and transporranon of any The joint Director (Geology and M-ining), Deputy Dirertor (Geology and Mvining), Assistant Directormineral from the area svhere quarrying us permiitted only after obta-tang bulk transport permit and (Geology and MNining), Assistant Geologist. Special Tabsildlar (Iclnes), Special Deputy Tahsildaufaasimnled despatch slips in the forms prescribed I[in Appendices -XII, 2II-A and XIHI, XIII A to (Mvines) and the Special Revenue Inspector (Mines) in the Distmct Offices of the Department ofthese mules from the Officer authoosed in duis behalf by the State Government, Dismert Collector]I or Geology and Mlining and the Presidents of Village Pancbavars, Executive Officers of Townthe Dismert Forest Officer, as the ease may he The person xvho has been permitted to quarry in any Panchayars and Townships and the Commissioners of Mtunicipalines and Corporations shall exercisearea or his men in mern shall issue the fasciunuled despatch shps to the vehiicles used for removal or the powers and discharge the doores as may be required and aa the circumstances of the cases svarranttransportation of the mineral fumiushinag the particulars in the despatch slips specifically indicating the in respect of the provisions of clause (d) and within their respective junsdicuion. Provided that thevehicle number the quantity of the mineral allowved to be transported by the vehicle by using that said powvecs and duties exercisable and diischargeable by the local body authorities speaified abovedespatch slip and the rime of issue of the despatcb slip to the vehicle. All the vehicles usrd for shall be exercisable and dischargeable only an respect of manor minerals namely, building and roadtransporting any mineral from any area shall be mn possession of the individual despatcb slips for the consircution stones including gravel, ordinary sand, earth and turf, ordinary clay including silt andquantity of the miunerals av,ailable m the vehicle at all the times of transportation of the mineral by the hock and tile clay and within their 1unisdicuion relating to all lands excepting the reserved forest landsvehicles: and lands reseri-ed under the Tamul Nadu Forests Act, 1882 f.Tamil Nadu Art V of 1882J1

Provided clsat the vehicles used for transporting any maneral free of charge for bonafide domestic or Any person syho has been permiutted to quarrv under a qusarrying permit or quarvnmg lease in any areaagricultural purpose shall have a letter of authorisauon from the persota for whose use the mineral is under these nitles shall use the area only for the purpose of quarrying the mnenral specified an thieintended and the vehicle driver or owner shall be responsible for establishing the bonafde transport of quarrying permiut or quarmnang leatse If any error or wrong descriptoio of the mnenral is found us thethe mineral for such purpose wvhen called upon to do so. order granting the quarrying permit or lease or in the lease deed or agreement, it is liable to be

corrected at any time and the permatt holder or the lessee shall not claim any right whatsoever based2[(bb) ont any such error or ssvong description of the muneral found in the order granting quarrying permiut or

In respect of maLnor minerals namely, buiding and road construction stones including gravel, ordinary quarrying lease or in the lease deed or agreement.sand, earth and turf and ordinary clay including silt, brick and tile clay occuring in any land exceptthose lands constituted as reserved forests under section 16 of the Tamnil Nadu Forests Act, 1882 I(Tamil Nadu Act V of 1882) and reserved lands notified under section 26 of the said Act V of 1882, No personi is entitled to remove any minearal from any land after expiry of the period of the quarrying permiutthe Presidents of Village Panchayats, Executive Officers of Towvn Panchavats and Townships and ar quarrying lease g,ranted under these niles.

Febran, 2003

,.[ini Nada Road Seciot [No1 et sAppendices It Easiio isisetiil \ P.iiaageneisr Plan T?NRSt 03

II Dumping of excess excavated earth in nearby lIvN sing areas and leveling should be explored 34 Planting of four sapbngs, monocuolure or mulu cutlaure in nature, at suitable places for even tcee12 Hleight of the soL bank shall not exceed the normal tree top level in that area Dunps must be properh- removed. Planting shall be done professionalk- and at the rigtat ume of the year for maximizing sapling

graded a9nd terraced %vth cotitour drainatge accisinpanied by stabilazaauon of slopes piid terraces usrg survival Proper provision in tihe budget in consulrauon oath the Forest Deptproper vegetauon 35 Proper and adequate rchabiitacon measures are ensu'red under resettlensent programnme after obtaining

13 Protection of the environment on and off site dltring construction approval from competent authorioes14 Conrrol of od laden run off in exisuang vater ss-s by protecuve bunding around petroleum and bitumeni 36 Future developmenit proiects on both sides of the road shall be so planned to avoid any impacrs on

storage taniks Availabilire of bquid daspersants at sitc for clean up of accidenltal spillage TNRSP

15 Earth recquired for embankment constructoio shall be obtained from approved quarries to the maximunm 37 Nlonutor the efficiency of TNRSP reach bh- reach as and wsahen open for traffic, idenufy lapses inextent possible, and if not available, then from draignated borrowv areas on wvasre lands or frona r-ers or proposed design and implensent in criocal areas Adequatc prosisions n tihe buidget for naintoringalong the swork site after appros-al from competent authorites 38 Insplement the momtoring programme as envisaged an the EirNP co-eretg miugatoun measures foe flora

16 E,tablish sinitan- lanidfils near the flgunent for disposal of noni hazardous costruticuon seaste after and fauna watcr resource, drailage and dood coiitrol wvste management air qUaXly noise enassiotisapproval from competent autlhornes safenv and traffic control, control of road side development and preservaauon of cultural heritage

17 Check and maintain constnicoon machieries anid vehicles penocdically for control of smoke emissions CLEARANCE FROM MINISTRY OF ENVIRONMENT & FORESTSand to satisfy standards prescribed bh the Board

IS Locanon of Asphillt muxing plants anid other rnaobile plants at distance not less than 500 m from Clearance from NMoEF (Letter No 21012/36/99-LN-1], dt 6 7-2000) for improvement of roads ftromresidential areas and 50 m from NH/SH. Cuddalore to Tuucorin (excluding the stretch passing through Karaukal) having a length of 397 Km In

19 Concrol of dust ernassions from concrete batch nuxmg and other plants and temporary roads bv adaditon 5 bypasses having a length of 43 3 Km have also been proposed at Chidambaraun, Sikazhu,Caterong alid erectmg baeioes to prevent materials nrom beang bloten aeay Nagapatunam, Tiruthuraipundi and aluthupet The xwdth of the carriageway shall be 7 m with shoulders ofwareong aiaderecting bariers to perent matetial frona beingblown away.2.5 m on einther side. The shoulder sidth shag be I m from seruions south of Tiruppunda except for a small

20. FuH scale dust control svstem for control of SPNI from Asphalt m iung plants. Emissions shall satisfy length betveen Devipattinan and Ramanatlapuram. The clearance is subject to the folloind g conditionsstandards by Board. Provision of enclosures for all Asphalt mtxang, concrete mixing and other plants

21. Transport equipments shall be properiv covered to prevent dust emissions during construction. SPECIFIC CONDITIONS

22. Check and mauntam construction machaneries and cquipments penodicallv for control of smokeemissions and limut their use near dwvellngs and sensitive areas. 1. Portion of the road passing through Karadkal shall not be taken up under this project ull sperific

environmental clearanre for it has heen obtained from the Govt of Pondicherrv23 Noise generated from Asphalt ncLxing plants, concrete batching plants and crushers shall satisfy-

standards prescribed by the Board. 2. 27 m of the road wvidth should be acquired in mreal areas and 17 m in urban areas as ROW Locationswhere ROW in excess of 27 m is to be acquired will requare specific approvals from the slmhistry

24. Prosvide shoulders, bus bays and lay bays for control of hazards due to vehicles stopping on thecarnageNvay. Sealed shoulders shall be provided as proposed for slow moving vehicles. 3. It shall be ensured that no part of the ahgnment passes through forest land or CRZ I

25. Proper measures especially during traffic diversion to avoid accidents of vehicles carrying hazardous 4 Trees located beyond the edge of the proposed road shal not be feled. Trees necessary to be felledsubstances. should be identsfied before hand and necessarv approvals from competent authortp should be obtained

for fellinig the same. Three uarres the number of trees felled should be planted i lieu thereof No26 No blasting under TNRSP has been envisaged. If any then proper safe technology has to be adopted mangroves shal be removed for mplementation of the project.

27. Incorporatc architectural designs to blend xvith the landscape and replant disfigured surfaces by deep 5 Const-ucton materals lke toad metal earth etc. shall be obtained from existng approved quarries. Incuts, fills and quarnes dunng construcrion. case newv quarries are to be opened specific approval for the same shall be obtained

28. Increase the number of drain ouders, proper placing of drain outlets to avoid cascade effects and lining 6. For stretches of the road passing through lay Iving areas the height of the road shall at least I m aboveof the receiving surface wvith stone and concrete to control the erosion of lands beneath roadbeds the HFLreceiving concentrated outflov from drains. 7 Providing bypasses at Rananathapuram and Sayalkudi should be considered and derais to be provided

29. Reahgn to avoid wvedands or provide adequare number of culverts and bridges to avoid any irnpact on stvihin 3 monthsthe hydrological regime of the wet lands.

30 Tap grunavater svith least disturbance of the loca trlgcal conditions and also to asoid salt xvater 8 PAP should be adequately rehabdirared in accordance swith the cehabdirautin policy ippros'ed by30Tpground wcrwtlesdstrncofheoclivhydological cniosadalotaodsltwerGoTN and derails mn this regard to be provided wvithin 3 monthsmtrausion.

31. Reahgn to avoid important nugratory routes for wild hle and hve stock. GENERAL CONDITIONS

32. Provisions in the budget to assess the vector ecology in rlie wvoring areas and take measures to avoid 1. Adequate infrastructure facthues including wvater supply, fuel and sanitaton to construcuon workerscreaung breeding habitats. 2. Appropnate measures during digging activities to avoid any likely impact on svater bodies

33. Fuel requirement to the labour force to avoid illegal felling of trees Prohibit poaching of xvild ammals 3. Borrowv sites for earth, quarry sites for road construction matenal and dump sites must be identifiedby construcuon cresv near forest areas. keeping in viexv the following

r No excavation or dumping on private property without written consent of owner

No excavation or dumping on wetlands, forest areas or other ecologicaly valuable or sensitive location

February 2003

f'und iNidu Road Sector Peupec tAppeadidce, to Eitricoa-,,ittI M,langmenact PLrt, '[,\SP 0

-Excavationi work to be donie in COnIsuIltaton wtthi Sodl Conservation and \Nacer abed Development a CRZ Notification, 1991agencies wNorking to the area 6 EIA Notification, 1994

Y'Constrrcticront spoils inicludinig bitunijiaocts toatercil and oilier hazardous mnaterial roust not contamninatewater courses and dutop sites foe suIch inatertail muiLst be secured so tbat tiara do not leach itro thegroutad sataer APPENDIX 1.3 LOCATIONS REQUIRING DESIGN CHANGES

4 Construction materials shalt be obtained firom existing approved quarries In case news qUarries are in beopened specific approv-al for the same shall be olatained Th'le proposed enigineering design avoided ar congested stretchies thereby reducing impact on large niumber

5 Adequiate precautions during transportation of osricrial tif structures Duniog the course of indepenident review certain locations havtng i-npact ott residential,6 Borrow ptts and other strir created durtng con,ircricion should be adequately leveled and treated coiarodrsia and coslatpions withtt lcale peope warrnted chanesetnc design Lcationsl prvperesth nalngestin

7 PAPa should be adequately rehabilitated and dletails in this regard should be prov-ided to rics mninistryv design are requitred to minittnize thiese impacts are given in the Table 1 I belowa

ii Access, to beach/river front for public shiould be etasured throughi construction of adequiate underpassesar adequate locations Table 1.1: Locations identified for design changes

9 Adequate Financial provisions in the project to inaiptement the aforesatd safeguard10 Project proponent will art up a separate envi-ronmental managetnent cell for effective tmplemnentation of Road nam Chratnage (K.r) n Name- Sgg

stipulated environmental safeguards tinder supervision of a Senior Executive Narebee of orBoehM--tudoN-bi-.mperd ii T'he peap-sd ... .

1 1Full support should be extended to the officers of this Mibnistry/Regional Office at Bangalore by project Sti-ita rides secio htleeiodi-proponents duning the inspection of the project for moiutonng purposes by furnishing uful details and T'he p.ray.c ee-,eoniaction plan including action taken reports in respect of instigative measures and othier environimental Krmid- Both K-tehe-i.pa Nobeo mcnripce hr-boged fo os cctM--te tids rnst h,ehee doe to per-nan of iota viiap ..coninreac theprotectioni activities ___________ mlr

12. A six monthly monitoring report shall be submitted to the Regional Office of the t'elmistry at Bangalore A phbti ho,,1ih center hat eceen-d It is ineg-cid to-etig theiga Kiriomneodt - at ~~~~~~~~~~~ ~ ~ I h-rsptsi rot- op tolad that -t carkrrhd feeregarding implementation of the stipulated condlations icamanitLaptamkhdi acatt ee he protect and Health Canterb

13. Tlhe Ministry and any tither competent authorirv may stipulate any other condations or environmental -______ ___ anth eoihe~d foe ach peelecnHa lsafeguards subsequendy if deemed necessary wvhich should be complied with

14 The nasnstry reserves the tight to revoke this clearance if any of the conditions stipulated are notcomplied -with. to the satisfaction of the vItmstry Appendix 3.1: Guidelines for Siting & Operation of Borrow Areas

15. In event of a change in project profie or implementation agency a fresh reference shall be made to theMfinistryr3 A STN

16. The project proponent shall inform the Regional Office as well as the Mifnistry,r the dare of financial () STNclosu.re and the final approval of the project by the concerned authorities and the dare of start of land Specific locations of borrowv areas ro be used in TNRSP wvill be identified by contractor The selection and

development xvork ~~~~~~~~~~~~~~~~~~~~~recommendlations for borrow areas for use in TNRSP, wilfl be based on 'environimental as ovell as civil17 A copy of the clearance letter shall be marked to the concerned Panchavat/local NGOOr if any, from engmneernog considerations. Location of source of supplv of material for embankment or sub-grade and the

whom any suggesuions/reptesenration has been received while processing the proposal procedure for excavation or transport of material shall be in compliance wvith the environmental18 SPCB should chsplay a copy of the clearance letter at Regional Office, Distmct Industres Centre and requirements of the MoEF, MtoST and as sperified in IRC: 10-1961.

Collector's Office/Telbsildaris Office for 30 days.Ceritatn precautions have to be taken to restinct unauthorized borrowing by the contractor No borrow area

19 Project proponent should advertise at least in two local newvs papers widely circulated in the region shall be opened xwithout permiussion of the Engineer. The borrowving shall nor be earnied our in cultivablearound the project, one of wvhich shall be in the vernacular language of the locality concerned informing lands, unless and until, it shall be agreed upon by the Engineer diet there is non suitable uncultivable land inthat the project has been accorded environmental clearance sod copies of clearaiice letters are available the vicinirty for borrowing or ptivate landowvners'are willang to allowv borrow-tg on their fieldswith SPCll and may also be seen at the wvebsite of the Nfirnasrrv hitp //wwv.envfrar.nicciii/

The borrow areas wvll nor be located within or upro 200 m on both sides of any Wild life Sancmuarv/These stipulations would be enforced among others under the provisions of the followiing acts and Mangroves/Ecologicallv sensitive areas listed in Table 3.1 of ERfPnotifications including the amendments and the rules made thereafter

(B) OPERATIONI Water (Prevention and Control of Pollution) Act, 1974

2. Air (Prevention and Control of Pollution) Act, 1981 To avoid any embankment slippage, the borrowv areas wvill not be dug continuously, and the size and shape3. Environment (Protection) Atir 1986 ~~~~~~~~~~~~~~of borrow pits will be decided by the Engineer. Redevelopment of the borrow areas to mitigate the imnpacts1 Environment (Protection) Act, 1986 ~~~~~~~~~~~~~~~~will be the responsibdity of the c ontractor. The contractor shall evolve sire-specific redevelopment plans for

4. Public Liabthty (Insurance) Art, 1991 each borrow area locatiotir which shall he implemented after the approval of the Supervision Consultant.

Lehman .2003

rf,,a,l Nadi Road Sectr. Ptlirerr Appen,dices ro EMvsioiiinen:Pl Olassagemesi Pins TN tSP 03

Precaunonan- mcasures as the cov-ering of vehicles stall be taken to avoid spilage during transport of borrow (vi) Drainage pattern of the areamaterials To ensure that the spill, wlhich nmight result rronm rlie traisport of borrow and quarry marerials do

nor impact the setdements, it will be ensured thai the escavanon and carn-ing of earth wvill be done durinig (van) Distance ot tie nearest Resen-e Forest / V ild lfe Saticuiary /Lfangroves (if invs)dav-nime only The unpaved surfaces used for thse haUlagC of borrov niaterials -vill be maintained properly

Borrowing of earth shall be carried out at locstions rc-sanmended as followas (yiu) Distance of the nearesr Sacred Grove (if any)

Non-Cultivable Lands Borro\ving of earth still lic carried out upto a depth of 20 m from thc exusung (ix) Distance frotn the niearest school / hospital/ primar- health centergrouind let-el Borrowving of earth siall noot bc done cssitinnuoustsy FRdges of not less than Sm svsdth shall beleft at intervals not exceeding 300 m. Small drains shall be cut throUgh the ridges, if necessan-, to facilitatedrainage Borrosy pits shall has-C slopes niot stceeper rhati I vertcal in 4 horizontal (x) Daily/Occasional use of borrosw area by- the conmnunin-

Productive Lands Borroving of earth shall be asoided on prodticave lands [Ion-ever, in the event of (xi) Any schemes or a-enues for gencrauon of income for adjoining communin-borroavng from productive lands, under circumstances as describcd above, topsoil shall be preser-ed instockpiles. The consenration of topsod shaLL be carricd out as described us secuon of daus chapter. At such Appendix 3.3: Excerpts from Tamil Nadu Minor Mineral Concession Rules, 1959locauons, the depdh of borrow pits shall not exceed 45 cm and it mav be dug out to a depth of not morethan 30 cm after smpping the IS cm top sod aside Tamil Nadu Minor Mineral Concession Rules, 1959 [Corrected upto 31.3.2001](GONo3757,

Industies, Labour and Co-operaton dated 249 1959) lays dowvn gudeLics for establishing quarnes andElevated Lands: At locanons awhere private owners desire dheir fields to be leveLLed, the borrowing shaLL be obtainung quarry lease. It also specifies the condctons to be maintained for operating the quarra- or fordone to a depth of not more than 2 m or up to the level of surrounding fields, obtaining renewal of quarry lease. In respect of quarrying in environmentally sensitive areas certain

restricoions have been inposed to avoid any detrimental impact due to irresponsible quarrying SomeBorrow pits along Roadside Borrow pits shaLl be located Sm away from the toe of the embankment, excerpts have been presented in this secuonDepth of the pit should be such that the bottom of the pit shalL not faLL within an imaginaryt Lne of slope Ivertical to 4 honzontal projected from the edge of the final secuon of the bank. Borrowv pits should not be 1. QUARRYING OR REMOVAL OF SAND IN CERTAIN RIVER BEDSdug continuously. Ridges of not less than 8 m width should be left at intervals not exceeding 300 m- SmaLL

dramns should be cut through the ndges to facilitate drainage- Quarrying or removal of sand in the State may, however, be prohibited absolutelv or regulated by the

Conservator of Rivers in the case of lands in river beds to which the Mvadras Rivers Coniservaney Art, 1884Borrow pits on the riverside: The borrow pit should be located not less than 15m from the toe of the (cTvadras Act VI of 1884) has been extended and no quaarymg or removal shal be sarinconed by thebank, distance depending on the magnitude and durauon of flood to be withstood. CoLLector in such cases without consulttng the Conservator of Rivers. Quarrying or removaL of sands from

beds of rivers in charge of the Pubbc Works Department to whiich that Act does not apply shall not beCommunity / Private Ponds: Borrowatng can be carried out at locatons, where the private owners (or In sancooned by the Collector without consulong the Executve Engineer of the Divitson '[The Districtsome eases, ilse conmmunuy) desire to develop lands (mosdy lowv-lying areas) for pisciculture purposes and CoLLerctor or the District Forest Of ficer, as dise rate may be, before granorig quarrying leases or foravarding

applications for quarrytng leases or quarrying permuts to the State Government or to the Director ofGeologiy and MLining, as the ease may be, shall ensure that clearance has been obtained for quarrying ini the

Borrow Areas near Settlements: Borrow pit location shal be located at least 0 8 km from vilages and area from the authority in whose jurisdiction and admnistrative control the place of quarvirng m the river issetilements. If unavoidable, they should not be dug for mnore than 30 cm anid should be drained, situated and from the authorit- in whose control any of the bridges orji [xvarer supply sources or works are

vested and shall also ensure that no objection cerrficate has been obtained from the Tarmtl Nadu WaterSupply and Drainage Board in respect of an area for quarrying of sand in river beds]2

Appendix 3.2: Criteria for Evaluation of Borrow Areas by Supervision Consultant2. REMOVAL OF SAND FROM PORT LIMITS

(X) Exasung landuse (Aggnculmural/Barren/Scrub/grazing/any other type) Any quarrying and removal of sand from the luimts of ports under the admnuistratve control of the State

government for scnubbung docks and ballast oni countm crafts or for other marine purposes shall be made(is) Vegetaton / trees to be removed with the previous pernission of the consenrator of ports under section 30(1) of the Indian Ports Act, 1908

and it shall be allowved free of charge if die quantity does nor exceed 500 kilograms and if the removal is inexcess over 500 kilograms Seigiiiorage fee shall be charged on the excess over 500 klograms at the rate

(tU) Erosion/degradation potenoal prescnribed from tme to rime it Appendix II to these riles. Quarring and removal of sand for non-marnne

purposes shal be made avith the previous permussion of the Distnct collector in consultation aavadt the(iv) Distance and name of the nearest settlement Conservator of Ports and to the payment of seign-orage fee at the rate prescnbed from ame to tirme In

AppendLx II to these rules. The seigruorage fee so collected shall be credited to the Tamtl Nadu Ivinor Ports

(v) Distance from the nearest surface xvaer body Fund or the Landing and shipping Fund xvhere one has been constituted for the port

Februarv 2003

lieu' Nadu Road Seetm, Pruieci Appetidices in Lo,-ion onnrnal M.-iageiseni Plan TNRSia 03

3. POWERS TO MUNICIPAL COUNCILS AND PALNCH-AYAT BOARDS beneath any. ropewasy or any ropewax tresde or station except under and in accordance wiith the writtenpermission or tihe authority owning the ropewav or [corn any resen-oir, canial or othier public works sutch

MlUnicipal Councils are com-petenit to grant permissoion for the temoval of sand, etc -from souirces of wvater as pulblic roads and hiuildings 1[J e1xcept witla the presious srntten permiTssion of the Collector of thecsupply v-ested in them, onlyl so far as suds removal is niecessary for the purposes of maintaining them in an district or any other officer authorized by the State Government: in thiis behalf and othervise than inefficient condition fin all othier cases, they shall obtaini thie previous permiasstota of the Collector before they accordance sv-ith sorb instroricions, restrictions and conditions, either general or special. wvhiclb mar beallosv the rermoval of nuinor minerals fromi such souirces In all cases in which tise Collctior suo moto attached to such permiussioni Thle said distance of 50 metres shall he mneasured ini the case of raLibr%ar.permiits dae removal of manior minerals from sources of water-supply vested in the Nionuicipal Councils, rite reservotr or canal hori7ontallv from the ouitet toe of tiae bank or the ouiter edge of the cuttinig, as theNiutaicipal Counrils shall be previously ronsoltted so that thec latter may have an opportuinity of examianing case mar- be, and ini case of budiding honnzontally From thec pboth thereof In the case of village roads nosvhither such a proposal wvill have the effect of iitterfcriing wvith the maintenance of propern) Panicharats wvorking shall be carried outI within a distance of 10 metres and except xvith the prev-ious permission ofshall be suasilarir conisulted in respect of Wvater Wars uinder thsct control Removal of sand, etc , from the rise Collertor of the District or any other officer duily autaonized hi the State Government in rhis behalfwater wasys under the conitrol o fMunilcipal Couincils or Panrhiayats rma be allowved free of charge for and othenvitse than Its accordanre wvtth such directnotns resEricuio,ss and additions, either general orbonafide public purposes aind not for sale or commercial profit. No seigniorage fee shall be chiarged for the special. which may be attached to suchi permissionremoval of sand hr rise public for bonafide domestic or agricoltural purposes bus SuIch remov-al shiall beSuiblect to the previLous approval of the Rex-cnue Diviaional Officer intshde case of wvaterwavas under thecontrol of Mlunicipal Councils and die Panichavra Udnioti Commiissioner concerned in the case uf watersvavs '[Provided that norxvithstanding anything contained in any lawa for the time being in force ot anyu,nder the control of Panchavats If in soy case the Pancharat Umuon Comnmissioner refuses to giv-e his provision in any lease deed or aigreement already executed under these rules, there shall be no quarrynogapproxali, the case shall be referred to the Revenue Divisional Officer foe orders In all other cases the of sand in any river bed or adjouning area or any other area wvhichi is located within 500 metres radialscigniorage fee at the rates ipecified in Appendix 11 to triese ruies shall be charged distances from the location of any bridge, water suppis' sy7stem, infiltration wvell or pumping installation

of any of the local bodies or Central or State Government Department or the Tamd Nadu \Vater Supplyand Drainage Board bead works or any area identified for locating xvater supply schemes by any of the

4. QUARRYING IN RESERVE FOREST above mentioned Government Departm'ents or other bodies ]II

In the case of lands xvhich have been constituted as reserved forest under section 16 of the Tamil Nadu 2[Provided Further that there should he no quartrying of stone within a eadial distance of 500 metresForests Act, 1882 (Tamil Nadu Art V of 1882) all quarrying and removal of turf and the cards by the public from any inhabited siteis prohibited except in accordance with permiuts granted under the said Act, T-he Foreit Department mayallossv ocher Oepartmenrs of Government and local bodies to quarry in forest areas and charge for the Explanation: - For the purpose of this sub rulematerial quarried. W'hen quarrying permits or regular leases are granted to the public or to the Government (t) "Public road" shall mean a road, xwhich has been conssrucced by artificially surfaced as distinct from aDepartments, Government oxvned Corporations or Companies and local bodies, the material quarried shall track resulrting from repeated use.he charged at the rates speuified m Appendix: lIfo these rules or the lease amount and other charges shall be (u)"Village road" shall mean arid include any track shown in the revenue record as village road.]acollected as the case mnay be, as provtded in tisese males The procedures and conditions prescribed in rules3,7 and 8 of these rules, as the case mar be, shall be applied to deal xvith these cases i[(iva) 'stone' shall mean rough stones including khandas, boulders, size-reduced (broken or crushed)

materials including metal jelly, ballast, mill scones, hand chakais arid building and road constructionViolation of these rules shall entail prosecution under rules 13 and 15 of the Forest rules framed under stones other than black, red, pink, grey, green, white or ocher coloured or multi coloured gramtes or anysection 26 of the Tatasi Nadu Forest Act, 1882 cTam-al Nadu Act V of 1882) , ocher rocks suitable foe use as ornamental and decorative stones.]

3

5. QUARRYING IN RESERVED LANDS ~~~~~~~~~~~~~~~~~~~~~(isa) i['inhabsted site' shall mean a village site or town site or a house site as referred to in the revenue5. QUARRYING IN RESERVED LANDS ~~~~~~~~~~~~~~~~records or a house site or layout approved by a Local Body or Town or Country or Metropolitan

Planrmig Authority, where the said Body or Authonriy is created under a statute and empowered toin the case of lands which have been notified as reserved lands under the rules issued by the Government apoesch an area as a house site or layout area] 12under section 26 of the Tamil Nadu Forest Art, 1882 (Tamal Nadu Act V of 1882), the public may beallowed to qluarry provided firtdy that such quarrying shall not injure the growth of any trxee, secondlyT that it 2) The Quarrying permiit holder or the lessee shall strengthen and support to the satisfaction of themay be prohibited in any area for any special reasons anid thirdly the quarrying shaltl he subject to the Radxwva Admimstranon concerned or the State Government, as the case may be, any part of the QuarryPayment of seigniorage fee or lease amount, as the case may be, as specified in these micas The procedures which 3in the opinion of the Railava Admiunistration or as the case may be, rIse State Governmentand conditions prescribed in rules 3,7 and 8 of these ruiles, as the case may be, shall be applied to deal with requtres such strengthening or suppo'rt for the safety, of any railxvayv, reservoir, canal, road or any otherthese cases public wvorks or structares

Violation of these rules shall entail prosecution under rules 13 and 15 of the Forest rules framed under 3) If any mineral nor specified mn the lease deed or agreement is clisrovered the quarrying permit holder orsection 26 of the Tamnil Nadut Forest Act, 1882 (Tamul Nadu Act V of 1882), the lessee shall not win or dispose of such muneral without obtaining the permission of the authority

empowered to grant permit or lease for quarryimg of the discovered minneral and wvithout payment of6. GENERAL RESTRICTIONS IN RESPECT OF QUARRYING OPERATIONS the seigniorage Fee If thie quarrying permit bolder or the lessee fails to intimate to the State

Government or the Dismrct Collector or the Duntrce Forest Officer, as the case may be, of theI) T'he quarrying permit holder or the lessee ot their mnen shall not work or carry on or allow to be xvorked discovery of such new miunerals w-ithin a period of thirty days from the date of the disc overy of the

or carried on any mwitng operations at or to any point wvithin a distance of 50 metrxes from any railway mineral,'the State Government or the District Collector or th e Dissrict Forest Officer, as the case mayhoe except with the previous xvritten permission of the Railway admnainstrarion concerned or under or be, may levy enhanced seigniorage fee up to fifteen times of otdanary seigmorage.

Februarn 2003

-lt:i,il Nadcu Reod Secrot Piujctr Appendices to Fmns itoninacinral ML,I.g,rnet Plan TNRSIP 03

(g) Shelter at Workplace: At every workplacc, there shall be provided free of cost, four suLitable shelters, twoThe Person quarn-ing unider a pernut or lease in ass area tinder the rules in Scction 1I shall niot keep for meals and two others for rest, sepairtely for use of men aiid wvomen laboulrers Ihe height of shelterin the land any- engine, machinart-, plant, articles oir risings whatsoever after the expiry of trIc period of sisall niot be less than 3m from floor lev-el to lowvest part of the roof Sheds shall be kept clean and the spacethe quarying pertmrr or quarr-ing lease and tihse shall be removed from the land on the last day of the prov-ided shall be on the basis of at least 0 5m2 per headqutarrvuiig permit or quarnming lease

Canteen Facilities. A cooked food canteen on a moderate scale shahl be proxvided for the benefit of(Ih) wtorkers wthcrever ic is considered niecessary The contractor shall conform gencrally ro sanitary requireinents

In case of breach by- the quarr-tg perniit-holdcr or quarrying Lease holder or his transferee or of local medical, health and municipal auirhoriues and at all nmes adopt such precautons as mav beassignee of any of thesc rules or of the condisuons if tlse lease, the DLrector of Ceologs anid ining or neccssare ro prevent sod poluioil of the sitethe Chief Consen-ator of Forests, as the case mat be. or the District CoLlector or the District ForestOfficer as rise case may be witriout prejudice to aiy other pcnalre wvhich mat be itmposed io respect ot First aid facilities At every workplace, a readily available first-aid uniit incLiding an adequate supply ofsuch breach, may- cancel the lease after granting an oapportunit- of hearing to the said person sterlhzed dressing matenals and appliances wstll be prosided as per the Factory Rules of Tamdl Nadu

W;orkplaces remote and far away from regular hospitals wvil have indoor health units with one bed for exven-Appendix 3.4: Guidelines for Siting & Layout of Construction Camp 250 workers Suitable transport will be provided to faclhtate taking injured and dl persons to the nearest

hospital At every wvorkplace ass ambuLance room containing the prescribed equipnoent anad nursing staff will(A) SITING be provided.

The contractor based on the following guidehnes shall idenutv the location of the construcoon site The Health Care Facilities Health problems of the workers should be taken care of by providing basic healthconstruction site shall be located care facbhtnes through health centres temporarily set up for the construcuon camp The health centre should

have at least a doctor, nurses, duts staff, medicines and nunimum medical faclities to tackle first-aidrequirements or manor accidental cases, linkage with nearest higher order hospital to refer patents of major

* A nsrumum of 1 km away from any major setdement or village. Ilnesses or cnucal cases

4A minimum of 300m of any major surface water course or bodyThe health centre should have ICW (Mother and Child WVelfare) unmts for treating mothers and children m

* On non agriculnural lands, as far as possible the camp. Apart from this, the health centre should provide xvith regular vaccinanons required for children.

* Not xvidun SOOm of either side of locauons (Wild hfc Sanctuary/ Mangroves/Ecologically sensitive Day Creche Facilities. At everv constracuon site, provision of a day creche shall be worked our so as toareas)as described mn Table 3.4.1 below enable women to leave behind their children. At construction sites wvhere 20 or more women are ordinarily

employed, there shaLL be provided at least a hut for use of children under the age of 6 years belonging toTable 3.4.1: Reserve Forest along TNRSP 03 such women. Huts shaLL not be constructed to a standard lower than that of thatched roof, mud waLLs and

floor with xvooden planks spread over mud tloor and covered widh mattng Huts shall be provided withS Kitt.-3d. SP PLtnk Im caineai Sensitie Ari--as I Ch3 nage suitable and sufficient openings for lght and ventilaton. There shalL be adequate provision of sweepers to

2 Kadi D-esspaad BPism menpstt aa5 ,ngrv,g,eisna Sea-ees Km 13 0 & 14 0 keep the places clean There shall be two maidservants (or aayas) m the sausfacuon of local medical, health,3 TanS,,d D-tepatism T-sappala,kud, Uppas Nt3ne-g vceasIasn Beta-ee Km 160 & 1i 0 municipal or cantonment authoones. Wshere the number of women workers is more than 25 but less than

50, the contractor shahl provide wvith at least one hut and one maidservant to look after the children of(B) LAYOUT women workers. Size of creches shall vary according to the number of women workers employed.

A concepwual layout of a typical construcuon site has been presented in Figure 3 4 1 The Contractor dunngthe progress of work will provide, erect and maintain necessary (temporary) livmng accommodation andancillare faciLies for labour to standards and scales approved by the engineer All temporaryaccommodaton must be constructed and maintained in such a fashion that uncontaminated water isavailable for drinking, cooking and xvashing Safe drinkitig water should be provided to the dvellers of theconstruction camps. Adequate washing and bathing places shall be provided, and kept in clean and drainedcondcton. Construction camps are to be sited awav from vulnerable people and adequate healdi care is to beprovided for the work force.

Sanitation Facilities. Construcuon camps shaLL be provided sanutary latranes and urinals Sewverage draunsshould be provided for the flow of used water outside the camp. Drains and ditches should be treated withbleaching powder on a reguLar basis. The sewage system for the camp must be properly designed, bulat andoperated so that no health hazard occurs and no polluuon to the air, ground or adjacent wvatercourses takesplace. Comphance with the relevant legislation must be stnctly adhered to Garbage bins must be providedin the camp and regularly emptied and the garbage disposed off in a hygleiuc manner

N SD Febnsars- 2003

:amil Na.d Road Sector Project Appendices to EnvironmnenalNlanagement Plan TNRSP 03

SKILED CLINIC CEHWORKERS LCD|

STORE _ ________

3M W DEBRICKPAVING IN

____ ____ ____ ____ ____ ____ ____ ____ ___ 16 FEMALE CHAIN LINKCEMENT WORKERS FENCING

CONSTRUCTION PLANTS T_ T I

VEHICLE WASHING

OFFICE FAMILIES D ASHING

co ONE BRICK THICK SM HIGH BRICK WALL TO GENTSPARKING * SEPERET THE SPACES TOILET

C) 0 *mMALE WORKERS~WASHINGILiAREA

______________\_--------__________________…

ENTRY

FIGURE 3.4.1: TYPICAL LAYOUT OF CONSTRUCTION CAMP

February 2003

Appendix 3.3: NaItural Habitat Mianagernent Plan ktit of each ItILidl tLfC \ IeEe fCrCroroLIr I tcl1oi,tC.tl I alts!Irl [ CC' 0005 trOtIS In LI as Illalt"ItrEos and ( e:t get]-,

-- (I~~~~~~~thit aro 11L,11 ttdIKLCloC,l EtIffittiC .ml1 tottagIto ALI st,1 iLkctt Into cotittdr:ipi. tt I litc Lrporc ito t sas charTNRSP ROADS AND NATURA~L [-IABITAlI tI)kICratLiLti 'I ).tjlialgs I!LOSE III Carrilcd1 itt Itn ilic ai> tI 1 4 Ltioirditm ti C-nfl,niin[LL cilic rctiao,,a (LI- dI

(Lilt FIEl rECtr U( E Lo iltlCr tldc u9 tOi o (ld 't [ic Lot LUr ill -pciOtE [lirLd at dLtfCract iLt( L' Laannield at cLiLid oa

It lict fgliit:tX De01 1 c.LrttltL ([-I Di.G- crt icii oLtiIX '0 I Liill) >s:Ldl (G(Aol -: 0 LllCl,Lrakni I AtOLl1 \adItL 1(sOLd rho rOlI-tE DboErLsSLtnls atrid LtaOotttLgo ((cEO Al hirlc (ith F,,rcor Do1 aLir[lCttaLt. 6ALLTN and RCsLidOLdc

Sectrr Pr c I RI ith \\ Grll Banik (\\1i) l-i s.-L OSLLaicc t 1Iaarot/cc (L) pI a LaitdLrtt tir 43Th4 CEstrLtcLnLLLL liet CoLllCrcrd data Xi as att:LI sed LLL J ancetLaUl ILLtlipLcEs LOt rhtic u,iJLXroLti aid narutra lwbiL)tli

kLtitn rrLti L-.LiLULVLaLt ILt JL6LL1 L kin dart 05db I lic uLpgrarlJ.LLLOL comLL(X[orta im broL h,dl do LLuLt (LtE,r,- pnrO eCictedC LU all rIta st.g,Cs L t sir-ccL aad I (lUl ig CiLLXnc l0ei-ol ((Xs ca iabŽ tcd

c-inrEcto 1psAcklLnrcc I teaC LLLEILLr IC UIUOLXEsLIXoriI C L (O (INRSL I ; k 9( it tIi' Litr 1( LaLoUcUloeruLdOr (i IS i I NRSP(1 LII LI TNIlA1' 4L) LI I tt ElLaC`sLIL Ot -It( it I, ts.rh (53155 ALLi \ r(LLi,i MITIGATION MEASU RES AND MANAGEMENT PLANo,f 141 A5(:r t.ILIlll,tLi rLltILiIfill t [IL6 hasi la, Itrnci pltrcnI, iLE I -itnri, tiLg,iitLrla-(( copnorti9 rrat pttt o loLaot'rriots Lioccil n sC lm.LL

[lIto- ŽtNRSP at, its -id iliried m±eratrrtn1LaoIC itXrtLtotir.LLd ILOid IiC is ( .Ltog4tLr- V P rtLIOci MLLtlLLJiLaaetaasLo fLLILoXLLsL,LttttgaLtratoIocadALo tiiLliEaor LL

ilr Ite \A old BaALk () )laranoiti.l P~olLlc o aord Gmdttincas ELla 4 1 LLLId LLX tc,drttLiEc, XX[liL lIXa Nl,I[T(ittorirmama Uf EtI LdLL logal andr procedl-Jral E01

10L eoClltaatrs diLatEC CIt rhl -as s Irrtr ' rEs(E PJtAtIng tIe rltGOI REQUIREMENTS PERTAINING TO NATURAL HABITIAT MANAGEMENT

oat!CatoaieC,11 lit-I.LLC teC.1 (adorIe a nrLliisber t f otdmt (noed >pacia: lire aaarl-.d 5 -ne of n Ih peCUc, o,I liittt\rl19,a-oiCcto '- 1 E,w, 11-e D I)-'iiieiiiSleLf- ch I

ortsos'e Elre ro,ad tta ot Ilih OfXiater or foodi. Arti d,lpititpoetia l itte i tdversa itrlnl): I clhct NaorTfianrota l994 inlatri, hoc pro/ecrs roeqotrtttg ltnatrortaentaial Cloarance Tlitt noctfiLa Iota tolreri C I tCeta

ILairiral htabaitatrcliaro) Cat lrtttg hrarm to liactat Thrcore,fao int ordrIE ro tilatovo Ai baltIncOl daselopato o:A a 11oiiShdl n ttc

natural hablat rrat tatAitlira(to t ii ILX taloossa re -I lio detiltts ot rlao alan tar OELI o IICCtioIri t ta Aila SC9 tLltUI dttoLV2 fte ceoeatdsae

TH-E EASTERN CORRIDOR Box 1: Governme,nt of India Amedment on EIA eq-i-mets-t 1997

TNRlSP 03 xrartnLis dtittg Easc Coast rfrotaa V rrrLttaiXi.iact to Rataarntlatt'Lrattt Atard SLciaaorcs a a nuahbr of lIaNooat ttratcAti

cr05Scocos. \Xihtch (tO di Cfetent frotaa o1(0 artoUlltc in wXAL Iretspect Un telirI comLpositiont Thae ar-.,orsLS- otrtcsA (L-r:tcae ftts hlt \1iltE -51 tttt -oqLLt-d ftot Ielgh-,a PICVLO0 rdalarn ta L(tr~it"LiLUILitt -attk I-t lItI,t

erological signfitcancei aLlch as Rosen-c F"orest. l3tosplhora Reserve. Wild Itfe Smcrtrtnrr Soctal Fcrresrr% altntg -d,,t-rgattd srotilotIIithtILg 4I[id seirs taetsI. tad aeqt,atontt aithtt tioonngtfi ALtgtme,ttr prLtedcd th. htigItoaLor o os Upo 1tir ~tt the corridors haa-e [aeon srrtictod iittl cectEeo to rlac irrtaLpLt of thte road utpgrdalltott dtLLtL)t IAss thttistrgt okULltgtiAIsstotO ea oI sNrLra ak lntats ie tsr oe or r

There ts only' otae Roserie Forests along TNRSP1 rI No direct inipacts are present along thie reserveforests or on any of the ecologicaltv sensitive areas are present. Ho\iever,C avoida'nce measurietesetLasU Ialot datd it 'tpl i to

Cdmbat ititdrccr tmpaacts are Formolated Details are presetain'd tni rho SLiel_seoeta setEionJs TIre ourrtaari of

t[ie forest Us gii-en In fable 3 5 1 [~~~~~~~~~~~~~~eceodls the M51/EF has tIsoued a crtrLolar No 21CQ2/26-99/I.`L-lII dated ItLa OrLober 1.939 regardintg

Table 3.5.1: Natural Habitats alonz TNRSP 03 wadetattg & srrengrhooting of exisong roads atad bl_asasseS. CI'laefsang tiaC ibSoe of tnargoaial lanad acqctstiotrtoThte saltcrtr teatuires of rlato ctrcular are gaNt aci bLa\v

Nit totted teettit net.tIeg ~~~~~~~~~~ teiLO .r.. Box 2t Gov-ment of Indj,, Amedment on EA req-uiremets in 1999

SmR-- Foret I h,, Ns.tfieattt,s States

Istltass di ks.Ii kktdo LLLsett-.aA >5 LttitttsI Ito- 'it otti"ite h,,\ itfi,d Jitstttnltnd lttL'ioit(-LJ andacq ,,t,,. i,t -,hg twA ,th 2

I ott~~~~~~~~~~~~~~~cl-i cLI o ho -- ,,ttg :lthrotaenr ptw togttho- I ashacttIs also clartfied that bYpase vosld be ti-ted ssct-d hu-h

-tt(tt -iia ad -'a1 t- -ot-L-Litttral JaIoaLIoaLt Ctt if h c,t,lite prt,iLct o,scoads RIs 30 crtess iaalh

STUDY MIETHODS ta: t/ tstOLssa.e/~si,-,si-L,,sra

F0 titOasLXIIt leraturer -l LrEl Xvaa made for na rttra1 1:Ia LlLTAt itnr lit diXvermt n or toe aproeact ogitata tn ditffaront

Iltbrartcs .Lttr1 I ut t'A_tl I tiCertiL Atlie PCE (Coirsuhm ELt-ri-uIL- Afa C~lgtCal LIL-V.111 b[I', 'ct Ito IIr laa rrpo-icitr iclidtlitgs XXdnt mdltuiiinigaogci eirn i,net\ihinria a

coriridoias In IN P~I 03 ILarCrLikkotati atari RtaiaaithA ILtitLtiOL dlisrirCt isa Lasctkr-t fsr ittctaLId sanalssio Ilito-.a 1atLt tarld rlaC s0LtIC S LrUCtrac of tlto CorritLr paasses, tlaroaitgla RZ - Ill -llae project litas obtatined-ricn

doistriers are divitrid Iltat t 1( erot0lCgtea Lintrs Itasod ti iticLlair pcaaolo o-ntiaplstoiti1. e!otlogtral s dlitngrce of Clear~tarces for rhac titipilLatt tattiota frotat GioTI lLttd Go

rotattocrsa-.rv atad expoorod impart atr rhe site 1 Tr tt Ic, 1,gtcal sitiXOs rcopE/ta 1" Inorltltporaite tlil sti p515 itLti

(akcti fortii grtaIlLs) di~ct,os iL / cotaioritnLirt- eLnsutlUAiti ((oearnetd (ILt( At t CifferoitL t paces Intaw t iotanta XicrEO

coalIetisd io cit regarrit a rotercted aireasi. crrtctal aa Iatt, itsttd thciarearttd plactos Stiriwoos siere orstaUrIL(F( Int

ordner to de rcnmttal Iii Ite oral torLi faLttaal eontapos -is i 'Ito plant pccaetos tlaa: ire ares,n wttithlina otan QL5 rCrr

Environmental Assessment for Rsmanathaputram Bypass shall be carried out in sobsequient phase of the project.

vliFLs21103

I tutu ,.clt Ioil l , l'i1- uts .- P. c \pp,adtcc. I,, F-n 1i r'etictit.i NI.ttttoeutrPtitilr 1'.t VNPSI' 13

NATURAL HABITAT POLICY Faust

As per rite \V'orld B:tttk /1P4 t04. the critser-atioII o1 natural hlabitLtas, ike other tneasures thlar protect alctcilalnce the ettsirottitett ts essentual for It tig-iertil susutiiable development A precautvioiiar appro acit to * lKodiakkadu reported of 20 repriltan. 43 ait-ita an d I-I ma ima[lian spcies TIh prunmitenr as-Ltn

tl1:cLiral resource muitl. t1cnlte[t LO enisutre oppotuntities for citvirwttimentall- sustaimable development huts bhen

adopted for rhe project Lhe main features of Baink' Natrural hlanbitats PPolcV- arc oLutlned in Box 3 species icluded Dtidrocitut vagabulua. P-ctloatiti5 rafer. Etitacus brunneus Cocacias

fIn order to assess Lrit potential uf the project ucrnivties to posiai-ely or negaravelh aiffct the ItLtLIral betighalensis, - reroni bicticra. :Puivo crisi.atus and sliatra assarnica Reptillan specles Iaclidc

rtssource. anl assessnaci it as been carried IcL aIs p:art of rit cIA process h-e ILide i-ncludes ldenic:itcantas or

(a) sanatral habitar I ,LsCe Jlotig rhe ploIeCC road altd special needs for natural halbttat coasen -tion. inclitditag Cal'Iracs versicolor. ChIamaaaelesan vitgaris. Vatanus sp . P-thon tlol([rLlrs. Zataicast muscULsus atacd

the dIcgrce of threat ro identified natural habiaiSat atlt (b) measures for protectting sLuch arceus Drv-ophis mIacterizans

Box 3. Main features of die Bank's Natural Habitats Polcy (OP 4.04)* A large nu-naler of inutnrrmals such as Flerpestcs dwasdri. 1Herpestes aUropuncratus, Lepus

it'e, poltes' sot aasaral habibtas contrain ttso maln pro't's"t with respect it' biodiverstts caasers'ation attd aL Firstly t

p-rihitbics bank iil-se noleii in perlctas, n,irF mins c sg.sificant rottvcrsiot or degradation of cncual nataral Itlatiris nigircollis. Canis aureus, VUlpus sp and Dugotig duigong are also said to be occurring in this area1Tese rincludi: -sotitrg ptoteered are, and .idoislg or ilsFked areas or rest.nrrsc (sorh as watcr stnreccs) "a eFttrh rhcpr,iected asem depend, and sites idntiFied as ,icrrtiiag protect-in Secotindl, whce natural habtatws t,t-stde perotected

areas are withtis a rrseirc'as area of mntinene, the pso1cet must not c-oeeIrt tilem igimficanrlny -n/ess WILD LIFE SANCTUARY / BIOSPHERE RESERVE

* 1here are no fea,abl alternatters

* The EA demonstrates that benefits snbntantraiy nntwc,gh the costs There are no \XWild hfe Sanctuaries or Natonal Parks along or in close proximtiiy to TNRSP 03

* Mitigaton .tea.ures acceptable to the Baisk are mimplcmented, which would normaly mclndc support for one or morecompen-ator pr-cecred areas that arc ,cologi.aify simlar to, and no smaller than, tle nammai habimts adecrseiy affected SOCIAL FORESTRYby the project.

There is no social forestry along or in close proxiamni to TNRSP 03

DESCRIPTION OF NATURAL HABITATS

IMPACTS

RESERVE FORESTS

Impact on Reserved Forests

(I) Kodiakkadu Reserve Forest - Kattumavadi Ramanathapuram Road Link

There are no forests directly conring along the TNRSP 03. The reserve forest as it is located about 3 ken

Kodiakkadu is a scrub iungle forest extending over about 100 Ha. on the eastern side of Nlanmelkudi i . away, the proposed road upgradation is not Lkely to cause any adverse Lmpact

Pudukkotrat disrict It is located 3 km aw-ay from the road between Km 54.0 - 55 0.

Impact on Wild life Sanctuary / Biosphere Reserve

F/ora

As there is io wxildlife sanctuLar- coining along the TNRSP 03. hetace nio Impacts are anucipated

* T Fae Forest Department has cleared the vegetation it sex-eral places for coconiut and ariziuailt

platatation and only about 20 Ha of forest rcaitlrIs intact The dominant forest trees ire Vemeij'l/os

edrile. Ml'irmurjops /se.ssnrba. Strebi/es asger. Ci/ot)I//rsm anopl/ f/am iind I l-lpuge Ritdab/tia

Natr.-a habitats ire LaiidF al 'ratr al-as ehirc (i) the co..s...Ills. beiitrigc.'' ominauiities icr fi'r-id 1aieeC h' tatis d pFait ind

iitiai".l .pi 'eds. ti.d iI Fi.a.. ...J..cilir, has i, s.ilaFli isrtFh-u the to. is pr in csBloltii 'l'orieoCtn

lbruroan 2003

haul Nid e itiv l;i ha S ll 'lieu iciie '1' LiiUP, I Iai -I ictil \I.i--itI hri I N SP' )3

MITIGATION MIEASURES Appendix 3.6: Guidelines for Identification of Debris Disposal Sites

Mitigation for iMatgrove Vegetation Thce i,catone oi doinpiip ette ha,c [I) be ,clrtid eLch rthat

* \i recidentril tread are located dowttite-iid rIde ot thecr leccitoFla,

lii[le,tei ri t [lt III IlI[CCt CC IL[ I 1" ctle C 1111 -llii rI'l I IC rart,-,, of Irllvlrla,- e pcrc, \. vie * I,,IiaciD rIe>eg are IIc ued at I let 1,, lit II ll areal- treir -ear lvlcatil I (\\'iid CiC 'an liia-

\It-iig rov e-/L elll' cal, r -eItreitite are.i-) . giit g, 1It \p1

peiil Ix 3 4

f re t -t a crm-irll d Irectit1nit rim I cir KIC,r 11tIte, - "IItilllIlI Ilt IeI ilve ire r itt rell Iet Acer. lt- 1 lping Sit- CIIlt ciiatalti at incir r r - e e '.iiid

ltellrrcl prictcl tile / HrCctltav litl liZ Ii lear- iLce a rir d tia-cltde . IhIlerping .iiCe It i degUate CapaeitL-tCs1 ii Lil trc a1ittot irt Oi tice iI geielt,ejd

* I'lIlaIbc aCerce1 lilt-I IbrILt tIrI IIac.Atiia ifdcdlarl dteIp1 ,al cL Ie I ilb il, niaite t litnec f aialig ritc

* NO1 ci ,irti1rli 11i rtr t.r. alM1 P- tCI 1)e l,cratct tIfliii 11i 5ti if III tiilrlI l- i rcae locration

* ( ,e rUt be tihit CiL precreit ailrt Lblil ail ifCOLtCirilt l .teiet/ debrts An)d iiticr rkl FCL * vrrieelesoin froi rt he V *1 . IttCat atr , rIi be 1llaalitLd EnC r:hC ti-it11i1t1g sLe e-Lcted

eciiartn / coi-iiit ilitIe tl eellf teIlil1t I',I. - lIr rec CIc * laIldrletnec lani area' la Idecl

* \deeliat iuillligiit tirhc - rkcr ,ad ic.IJilt I their tll reciirCeteltLr F, Ire c IIelreC hCi * A,ailalblc v-aste land ae give g retr p tcf tic

ce,ittraicild abiligl(iWltr to 1iiet ttn alt illegcIi [li,ig

Mitigation in Wild Life Sancruarv

As there it Ito tIllllfe eatcilticr coiaiitgilgaig the I N KSp P3U hcnce inmpactsIarce alaiicipared

IMPLEMENTATION ARRANGEMIENTS & MONITORING

Thie meimbers of the 1cttceroniaeiitall Cell e ill be trailcl ili rliroritmral pratrccuoll both In theoretcal aird

pracucal aspects Thie eivironimental spcciahist c-ill dc-clop apccihc modules catering to all these nccd1 after

assessing the capabilities of tire mrembers of the lnvItrianeneItal Cell and tire reeotrenaeiata of irhe loiect

Tire entire trainillrg e-iUcld cot-er basic prirciples of eiivironrieitlti assessmen t anid maeiligermeni iitigaton

plans and prograrialree iipleniciatanoll tecClaiLiiet.S illritoriig irretlhode and iools

TIre plaiiranooi and la iidecapinig progranilric along trhe corrid-trr mril be carried cutr ba tihe Forest eciLig Ii the

PFU icraded bi t[ic it Tc iturgaigrlrl /eCialiraaelCoeIt Itrecitleer prplpoerd uiieide tire Rcser-re Frect Id ill be

implemented ar rhit I orest DeparLtiLt thcmlatrlec. fEr thicil tihr -ltghlaccir Departiareier tr1ll traiie Cr

adequtae fcinid

CLiStom-orIde fornirii, have also beeit created tor trhe proeCLt to enISire tlrat Ieih Cantractor carried Iil rhe

constrciconia adlcrinig i tire guidelinets (aI p,eerent ce anid perecatiuotan- iris,iraeC Scggeetrd tia stlaeguard

tire nanural liatiate) amid paiaire dtIC regard to tihe eiiVit lirni-Li t Ihe EN SI t ti Ibe rode part tif the CiiLtract

D-cenirr This III e11ie-lee rhart trhe ear tereti-r irialelits lits prI Lriune cthli tie came :illerire ar ihe

otier Conditttaer ref i mmittear AN thie ElagilleCr. ihe [ .itrrctreioi S e1r-lIi L qt Cire.i tan r ((S(C) ecltl be

re,potnnible ftr dhe enlrvoa li ra oft cOlattietiroiit aird rlcire tpf al-i rtre SFieci tIre (CS( Ii-ll iat-C a fcil- ttile

Ene-iroirir ril SpcciciIte sdapeln-trig ritc Eosk, thr e trrIvect ba. bltitliT l cigiritiairt tir-iheiierlrar ltild

SUeiaCre leletn 5 larpailtitm

'A eci t

1 tool Noad Rood Sector Projecr Appeoldtces to En-ironmetal Moatagemtreit Plan 3NRSP 03

Appendix 3.7: Specifications of Safety Appliances for Construction Workers

IS: 6t94 (Part !) - 1973 IS: 694 (Part T) - 1973

Indian Standard 0.5 For the pt-pose l!o d(ciding dnghth- p a prlcdr Idtr l li runmt [ot ill-standard is cormplied with, the final valuw. ob,srrscl or i i.1 Ii. t'd, exprrssitig

SPECIFICATION FOR tel rcsult of a restL tr a,ralvsis. shall be roundcd otill insa. cordartur sth IS2-1960*. The nutraler of signiiuant placrs retained itt rIte reiunded ;T

INDUSTRIAL SAFETY GLOVES value should be thc samiie as thar of thr sperified value in tlit' stadrLd.

PART I LEATHER AND COTTON GLOVES

1. SCOPE

0. FOREWORD 1.1 This standard kPar-t 1, prscrribcr die requireenivrts antl thr tletlhr I

0.1 This Indian Standard (Part I) was adopted by the Indian Standards satpltng aitd rst far randgu of preoernd type.s ofleather and cottoTI goves.Institution on 25 April 1973, after the draft finatized by the Lcather Sectional rjtz!ts, mitts and hand guards for protecton against common industrialCommittee had beert approved by the Chemical Division C(ouncil. naTriss

02 Safety gloves, gauntlets, mitts and hand guards are used by workers in 1.2 This standard does trot cover auhestes industeial glovs, gloves usced by

various industries to protect their hands and portion ofthe arms against com- hazards.mon industrial hazards. For the guidance of the user, the type of gloves,gaunerets, mitts and hand guards considered moat suitable for certain conmmon 2 T A TNOLOG

industrial hazards are given in Appendix A. The number of varieties have 2 T M Lbeen reduced to minimum. It is hoped that the canalization of demand for 2.1 For the purpose of this standard, the following definitions and the defini-gloves into these preferred rypes and sizes will facilitate economic production tions given in IS : 1640-1960t shall apply.and provide for the greatest economy in use. However, asbestos gloves andgloves giving protection against electric shock are not covered in this 2.1.1 Cuff- Extension of a glove, gauntlet or mitt which covers the wrLsr

standard, or at.

0.3 The gloves specified a into four broad groups: leather, plastics, rubber 2.1.2 Full-Akm CGauntlcts -A covering for the hand having separatu

and cotton. The sizes for gloves of leather or cotton are similar since they are fingers and thumnb wvith cuff length greater than 300 mm hsut not excreding

baed on a common backgroimd of development. The sizes of rubber and 400 mm.plastics gloves differ from the remaining groups because these gloves were 2.13 Gmauenit- A covering for the hand having separati finger aniddeveloped in a separate industry and it is not possible to reconcile this dif- - thumb w-ith cufflength greater than 63-5 mm but not exceeding 300 mm.

ference at present without cauting hardship to one industry, because of the 2.1.4 Glove - A covering fur the hand having separte fingers and thiit,consequent change in plant. In this part, leather gloves, gauntlets, mitts and with cuff length not greater than 63h5 h snt.hand guards have bcen covered. Rubber and plastics gloves will be coveredin ParrE H and Part III respectively. 2.1.5 Cnn Pattern - A partern of the four-finger and thumb design.

having the face of die Thumnb, the palm and first (index) and fourth (little)j0.4 While preparing this stanidard, considerable assistance has been drawn fingermadeofone piece of material. The back iso fonepieceupth elctifffrotn tLe follotwing standards: and includes the backs of the four fingers at least. T1he fronts nf the second

AS Zl 4-1963 Itdtustrial sainrv gloves and mittens. Standards Associa- and thi-ld flngers may be one piece each, jointed to the palns at the base nf

tiornr,f Australia. appropriate fingers (see Fig. I.

A B S 316-1931 Sp:cil- anion for irAustrial gloves, gauntlets, nmite and 2.1.6 Hand Guards -A piece of piorectivt marteial of various designshaird-guards. South AAfrican Bureau of Standards. used to protect the liand.

fiS 1651-1966 Specification for industrial gloves. British Standards 2.1.7 Mill - A covering for hand with separait thuLroh and a conunonInstitution. covering for the fimgers

ASAL 1I.7-12-151414 Lc asher and asbestos gloves aud Listens (AmncricanWar Stardardi. American Nacional Standards Institution, Inc. 'Rule for muading iff rsaicrl raius

3 fGtcIssaev.f lien e rlariing to bida. skins ntelte.

4

Febeune 2003

Tainil,N Ndu Road Smcot Project Appendices to EaP vio.imel-it;l Nianigeme-t Pl,'F VNRSP 03

IS 6994 (Part 1) - 1973 IS : 6994 (Par- 1T - 1973

U 1[ I I I I I g~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~fil -1 .<:.,;1,1.; Jh,. l i,.. I ill .(!--;,1 . 1. - , ." ' 11E1'i 'k '! 0 '

(,1,_~~~~~~~~~~~~~~~~~~~~~,it !h J- 1 ch'.\/) Jw li' df'' 1{

WELT I ' ( 4 |=,

EIM PATC H EI i1

FIG. I GLOVE`S OF THE GUNN PATTERN Hum SEA I

REINFORCING2.1.8 Clute Pattern- Gloves of thc four fuigers and thuml) design havuig a PATCHone-piece palm including the firont of all four fingers and the back of the index PAC

finger also (see Fig. 2). The seam on the bark of thc hand may be an out-seat or an inseam.

2.1.9 Montpelier Patien - The Montpelier pattern shall hp of the four FRONT BACKSHOWING THUMB

FIIC. 3 GLOVIES OF THE IONTPE.EL1ER PA-aTExEN'

2.1.10 One-Finger 1ill - A covering for the hand having a separatcthumb and inde;x finger and a commoon covering for the rentaining fingers.

1 f \DOUEtLE l ,, tTEFCATINVE 2.1.11 Reinjfrrcerent-.-An extra thickntss of isiaterial attached to portionsPALM , p IrSEAM of the gloves to ineet a particiular requircment.

- -' ~~~~~~~~3. TYPESI I I ~~~~~~~~~~~~~3.1 ThLis standard covers only I I of Llie 19 ty,pes of inidustria! gloves 'nen-

/ I I t Y 'STtItCHING tioned below, the rcst being included in Parrs II and III:I I OUtSEAM Type I - Chrome leather glo-es;

I = = = == = - =. .< LL L Type 2 - Chrome leather inseam mitrs and onc-finger mirts:Type 3 - Chrome icathcr gauntlet:Tobe 4 - Chrome leather inseamin gauntle;t with canvas or leatherI

LuflBs. with or wvithout reinfbrcemten between iltunib andlourefiniger;

FRONT BACK Type 5 - Chrome leather stapled double-palm gloves;(THUMS CUT AWAY I -ype 6 - Chronme Icather izseain gauntlet wvith vcin patches and

FIG. 2 GLOVES OP? THE CLUTE PATrTERN Tfta prons covering pan cto firstjoiint of fingers;Type 7 -- Chronic leathier back and pazlm, inseami gloves;

5 6

I.I,:i~ FNabnin1 2003

App-ndices to EtLI-otittenral Nfai-.tge,n-t Paitr TN,RSP 03Ttril Na,d,t Road Sector Prolect

IS b99i (PaPrt 1i - 1s S 6 p - 1073

Trl!.', -( 1 .it l l. i.. ii} i. I, 1 -i!:''i 1littellil 'ti , It tit. :'[!_ _ -___________________________.',LII:.I't' ilt.L jle'l i ........ <N' i '1S\11:> ......... l'tALE i REFQItiREMENTS 01' L.ATHElt

I i6 - .;i-'!! it:l l. !i-: ,,talt i ir.'t'ti I f$-

I Ut . t- 1(1.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1C

vIi'I..C%%~~~~~~~~~~~~iti, icaThoi P:dII1,1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ al i 0

[ .bl ' [ , AI t_ itilt:,,i itt i,t i.et p !i t i .t ri! .g-itt,t|t .; :it trale i' ie; 1.;

aj ; i !', i'! ,il !li 1 i^+ .1 d. g;-.'!IU L; 1n!d!t 1.r . -4 - S r e1.11. i; .| 1 . 'd . i.-r;.! i.F t:,:lit

L: ? ' I - t d 1 IT;.- ; !.I -z n-_. I .u il I1 if . rtb ,r g - .1Ir r :c t aIn ll:r,; 'i -alt -L1 A i!.k I

1- i -......... { > t tw:t * i: iiir 1. .r .D+l. rl: ii.; 1 ; t < j, I,Nteit ia,.I. i f .:irS .i'- I i .i a

4. REEQUIRE7VIENTS FOR TYPE I M,tit, - oh citi li-.t it Ic iit

4.1 Material

4.1.1 Lea1her-Chiomi tiriniedcowtsoryoungbuffal,ogiain orsplitlea.thor 43 Design and Dimensions-- Thc gloa:.-a ihall ibe of Citdi tr Ldtt ClUteto conform to the following requirements: pattern or the t Gwii partteir or die NloiLtpsplir parrerti. The ninimuii,outside dimnensi(n,a of iht- glii... ss 'hall be as follo%sa:a) The Icather and fItsh split shall be ol natural colour having thicknessoF I 0 to 20 rnu anid 1-5 to 2 0 mm respectively; D)itns:ertsin Afen' lI'mMentsb) It shall be soft, pliable and frec fromii flaws or loose fibres; into menC) It shall be treated in SuLCi a mamner as shall not obscure defects alid Overall leugth to tip of st cmtil finvger 254 229such that ic shall not be stained with compounds of iron; Across palm at crotch of thumb 121 114d) In case of grain leather, it shall not rnack on the grain sidc xshitel From tip of iidex finger to crotch oflthumh 127 121bent grain outstardx round a mnandrcl of I 5 mm diametcr, thr-ouglt From tip of thumb to croitci ol thunmb 76 64an anigic of 180 degrecs; Across opening of glove 140 127Il Et shall compkl with t1ie- rcquirements given in Table I

i The Icather- shiall not conrtain ary chromatc extractable bv watcr or 4.4 Stitching - I the casc of Ciutc and Gustit pLtacrtrs, zlc glove may bc)diltrte acids; and either the inst-am or out,c.lit tvpc. liL the Ca,st Ot %lontpeliet pattcrn, dlcg) Thc leathet- should aUs bu. treated for mildew resistance, glovc shall bc the outicam rpe. There shal bc 6 to 8 srtitcs per 25 tinwith the eind of all stitcllitg secCtrelv back-stitched. All stitchces shall b(4.1.2 Thread- Cottoni senving thread coriforming to Variety iNo. 23 ot' joined together by il dloible ro- oif stithitig. The completed glove shall beIS : 1"20-1969i, shall be used. of the instan type With Lhc sEich-ting (In the lingers and the thinib ;n the

4.2 Size - Thc glorves shall be tested for size anid shall fit oni a ginvc irlon, inside as a protrectiit.the minimum palmn circumrnfence ol'whicl is 254 mm for men's gloves adiii 4.5 Reinforcement- Kcinforccttshall be provided between the thumb216mm forwomen's gloves. Thecircuinferenceofthefingersandthe rhumL alid the index linger, to eotver th wht:ltvol, oftlhc plmicld oFthet; thumb exiettnd-shall he proportional to the circtimference of the pallmt subjcct to norrnal ingthe ssieholi:ne ltf h mlftl indLx linger atid 'ltI c; i down.allowamnc being made for fourchetts, seams, and thickness of leatler b,!twecithe fingers. 5. REQUIRENTENTS FOR TYPE 2

4.2.1 For sizes largel rthan lite niinimum mcntioned above, agrectticontshould be reached between the puirchiaser and the supplier. 5.1 Material

5.1.1 L,dcer - UwIiinic- tanned spFIt cii tsp1'iing xaith til ieqeliirirncentsWiil be covered itt Part 11. qt:ciiicl iii 41.1.tWill be co% cro in Pitrt I111. tSpecification inr CoPtOll ScUng thread -fiil reziJ 5.1.2 7hread- 1I shall rornpl- milli tlI -lqotirernonnrt p-citivl ini 4.1.2.

2ctreat '003

Tainm] NKid, Roaid Secror Prolct Appe-d-ces to En-iromental yLafrigemeni Plait TNRSP 03

IS: 6994 (Part 1) - 1973 IS :6994 (Part 1) - 1973

5.2 Designi 6. REQUIREMENTS FOR TYPE 35.2.1 PaZ/te-i tlt- [:tl cinh l idall i, 1 w' rnl 111; ;1!- IbIc-iLtg(-r in;t:t .:lld5..1, ! 'nUiii ; iniu 6' Intin sit- .-li ; rOR Ullh .itt 6.1 Material

iso 1iil- ii- f-w ;S !%t, ;1 i !tin ahall bi : entfront 'anre pier.-i .all.l- tii-s. 1 . , - ,,U i.- : -. a1S. is lS.v:sti - i sn aicy finng.:: 6.1.1 lesut/tgr -- ChiorIts: I;-.il. .! .t-.1: 1.-. il. 1,i is , i. stint!.' It-1 1. qit'i'---

.Ijlll thl: I. !:t.a :! :Se!ti mcnts prcscriibcd iS 4..1.15.2.2 / , I all h,i i i jn ' t ..e ...... itt Iadac: n- i-h 6.1.2 7Tiread - samn- as itt 4.1.2.

mA 5 ttlOI0 ii:.' [ii ii elil -a't1 i' 'hi rt,.- I Ul.- :hatatitill titt:,tig r 6.1.3 Satitcing' tire ----, 61al.3ti-,scit or ,- l i i n- t -l-t Gl z 0

5.2.3 Aain't - -\ ii i.srtgalai- i'issr t .i lillte. nt longcr tThan n stitchilg and 2-64 X 15 iTrnt fist stapiling. shall 21- i-d.-,t5.2.3 t::z.s rA id.:rtgillarg;i w-r.. I.i .leadr. 1 eg; h.n't nsatlitot s-d thaia 6 a I ,n, n0"c iistr ci itito the sids:seani in the ritts. 6.2 Design - -rhe gaunrlet shall bs if titi (:Clhr IsII (;wiii ,I- II, .l\l'n-

pelier pattern. In the case of Giums anLd Chliti- pattilt II,. tIII- eufl'a shall -5.3 Dimensions -- Mr sts.'o-ids rtidendssa1:tssi.t- nf d -n m nat!ade of two pieccsof leather, thatis.fr-ont and back: bnl in .\lorttpt-icrh pnt-Fig i:~. ., eflal bi ati,l f ws: 5tern, the cuffs rtiav be in continusation of the pains and the hack it 1te pjetw

Ret-- LlaetarI sw/aU ptrntiw,s 1) urne,mssi 6.3 Size - same as in 4.2.

A-Win Alan. 6.4 Dimensions -The gauntlets shall have th lifrIlossirtt miniitnilt -,tit-mm rrm side dirnensions:

Length of trlsttlb, .-t 64 7 5Crotclh of rthuub to end ofimitt. B 123 137 Dimcension lina li oeii'sAcross palmn at crotch of rhumb. C. 11 125 mmini IIUAcross Cufl' op-nIng at wrLst, D 121 133 Fromi top (f cuff to tip of second finger 315 305Ln cgth of mitits, E 254 U as pecified From hottom of cuff to tip of sccond fing6- 203 184

utff lengtll 102 95I ^ E _ From tip of index finger to criotch of thuirlb 127 121

From tip of thumb to crotch of thumb 76 64Across palm at crotch of thumb 121 108Across cuff-opening 178 1591)Across bottom of gauntlet cuff at wrist st-an 127 114

6.5 Stitching - In the case of Clute and Gunn patterns, the glove shall beA_ a 9 of the inseam type with the stitching on the finger s and thumb on the insidr

as a protection. Clutc pattern gloves may be ol thc outscam type w hen wireI stitched. In Montpelicr pattern the stitching shall be the outseamn type.

C / All stitching shall be of lock-stitch or double-thread chain-stitch type, withthe ends securely back-stitched. There shall be 6 to 8 stitches per 25 mm.Wire stitching shall be done with stitching wire specified in 6.1.3 and the-number of stitches shall be according to good inaittfactutring practic-

1ic 4 LCAt-IIUR [s1- 7. REQU WREMENTS FOR TYPE 4

5.4 Stitching - r. itlrt shall br of .he inseam eype with the stitching on 7.1 Materialthe linger. initt atnd thumb svsams on dlt, in.ssd' ais a prot.ction. The stitches 7.1.1 Leather-sarreas in 4.1.1.shall he lock-stitch nr doublc-th-rcad chairi stitch type, the number of stitches 7.1.2 Thread- same as in 4.1.2.being f to 8 pe r 25 mm. The lose end of trhe threatl shall bc secuirellvback srtilchr-d. 7.13 Canvas-Coton canvas undved 4e gi2 shall be used (lor Lic

cuff).

10

F&brar 2003

T Ija NIdu Road Sector Project A*ppendices to Env,roimL,ntl \tioagcocnt Ptin TNRSP 03

IS :6994 (Part I) - 1973 IS : 6994I (Part 1) 1973

7.2 Design 8.A.2 .11anloebad h' -- l}- niliuiiiaa ai dOi Itatl i Lt7.2.l Po'tierUi ---The gatutlets sh3ia hi: Ot tht C:Un: paU rn, ! XSt.7.2.2 (lu/vs -- TIe culla. shall cOiIIS at cithIr eativar or- I:aiIzh.r i,. i-

p cc. tii iS liont i lback each picdch 14 pc 1 mT de:p. joi ,-j g-ii si! Fr:ri , , ti ,11 a 4 4tn .Clle ;:idr- 24 ,s

dlou blairo'. yt e; . - 5 .rand sCewn.ri rn) to hti gi re 1:1,.: a1 di utile to . .! tell .- a! i Ii t:nger i pp

7.3 Size - -aii: n aii 4.2. i.r} i n.: ld - i 5' .:r-ch Lf au:i;s - 1c 2|7.4 Dimensions -- .aime as in 6.4. 1rol,i .t,:ip! tl--l!mb to -!r-.il fcf zhimfi, 76

Acrcis optip-itnr ;i top - glove 1337.5 Reinforcement --- Wherr reiinforecileiit is providcd hcetweeCn the (humh 8.5 Stitclting-- Ti hf glovc sihall be "itched with the wirc (see 8.1.3; e'.evp;and the indcx hngrer. te reinrorcenicnt shall cover tht- whole of (lie paiiln Rsid that the fourche I- 1 Ili - ilt; pattern lve m bof theurhiEsrnbextndivng the whole lengthi ol the index finger ahnd shall he he atached in the nae ane-securely sewn dowvn. Lc titsrnh r .I ittie -Ii bC 6 to 8 per 25 nun.7.6 Stitehing - The glovc shall be the inseam type. wihd the stitching on the 8finger and the thumb on the insides as protection. The gaumrlet shall bc 8.6 Staplieg -- I-hc govcs sapll bc reinybrced appie the galvanrzr mrildstitched with thread specified in 4.1.2 and shall be nf the lock-stitch type, steel staples (see 8.1.3n The stapling may 1i applied diagonally or hon-the number of stitches bcing 6 to 8 stitches per 25 mm. All loose ends of zontally to thi- palm and finecr, hut shall colnsist of rows of stapils runningstitching thread shall be securely fastened off. front the tips of the finger-s tio te seam joininig she cut. There shall be two

rowvs of staples rututing drown each linger and across the paln. to the culti,8. REQOUIEMENTS FOR TYPE 5 with an additioial row l inrm thc first o f cach finger to the cuO; alid three8.1 Material rows on thc indcx linger on thc cide tcearcst to the thumb. The long axis of8.1. 1 bathera - Chrome tanned split leather couifoiing to the reqisire ter- staples shall hc nor Irss than 3 2 rrui and not more than 6-4 mm apart so8.1.1 Leather - Chrome tanned split leather conloinfn-ting to thce rcquirv- that thcre shall be approximrately I ~ to I siplcsjcn 2 thoroughiouit the areamernts specified in 4.1.1. armOUng.

8.1.2 Tkread -sanc as iii 4.1.2a

8.1.3 Stitching tWire and Staple - same as in 6.1.3. 9. RE.QULREMENTS FOR TYPE 68.2 Design - The gloves shall be of either the Clute patrtein or the AMoni- 9.1 Materialpelier pattern. The thumb in the Clute pattern shall be of the two-piece 9.1.1 Leathet -- Chronic tarnned grain leather and chromc tanned- fleshtype, protected with stcel staples, and with a protective leather welt round the: sDlit le-athcr, both conforming to tlhe requirements prescribed in 4.1.1.base of the thiumb seam. In Montpelier pattern, the thumb shall be of thebuttcerfly tpe, protected with steel staples. There shaU be a reirnforcing welt 9.1.2 read-same as in 4.1.2.coverin,g the scam joinirig the thumb to the glove. 9.2 Design and Size8.3 Size - same as in 4.2. 9.2.1 Pattern - The gauntlets shall be of thc Clute pattern.8.4 Dimension 9.2.2 Di,nrenrios - sarme as it 6.4.

8.4.1 Clute Patnr,i - The rminimum outside: dimensions shall bc a. 9.2.3 Size -sarne as in 4.2.follows: 9.2.4 TEhe. lathr no li- palm. t hiis, aprowi fnram. -rein atd andt flt: bach .

Dimenrnon nun of cthc indcx fi,tgor -shlil bt irom glZi: !- ather ip,-Cificd in 4..1. b1ec i air;. 01From top of g.ove to tip of second finger 254 dic econd, rhird :%itd founh Iingcr- and thc CUii' ;hall csE i.hroiicEptAcross palm at crotch of thuumb 133 leathei-n specifind ird it.I.. o ltcr-h Ii ,,:- and tl.: ';:otif tha gaLLn tlt : r. ? hr.te bi'From tip of indcx finger to crotcl of thumEs 133 lthr,rnse cVain Inathcr .. ir cirffod' spltso.From tip or thumb to crotch of thumb 76Azross cuff-openting 9.2.5 CtcfT --1 Thc tiffi shall C01nsist atf two picces Of leather, tLhat Is. frot'anrd back, joined together by a double row of scviig, and sewn cOm 'o tbe

i I glovt by a doubic row ofstitcl!ii,.

1 2

racbaoo 2003

Tnuli NiAd. Roid Sect.r Plroject ASppe-d,I,s to E--As -ro-meatal iManageeincisr Plan TNRSP 03

iS:6994 (Pal-t l! - 1973 IS: 6994 (Part 1) - 1973

9.3 Stitching -- 1'h5 ga IiCrssh.a i Te ,- i r.iiaria jra, lii- etittlit -on 11. REQUIREMIENTS FOR TYPE 8

he finger :LT1rd dir:- tiiul.il eC''g .nt: theitt: ,~! w .iP.t p if- i.l. Il itel tici1n 11.1 .Material-eIlaik e iC th iek-sticlch t1q;- j f h v, il tIll':

0 pIt'- 2O I I0

Stiie;-hig thrr:ad 4.hl"i: sI:!lrr '!;' f lea i-d-1i 1'-I-w 11.!/ter r. fri It i ,f .irlh I.th ii i.lf- :; ivirllcatreqidLr-i i(7fnts5 g1 - i:t 4. 1.

10. REQUI1RE?IEN-S FOR TYPE7 11.1.2 7-refd --- Li i'l 4.1.2.

10.1 Material 11.1.3 6"11 of

10i.1.1 Lef a:' - ilGh,o'tlitl'{tirAlR il:i f1K1 .il; wo:ol and 25 pr:arerant av-,ab',r fibre. Ii- f.-t dl 11 arrrilia'd agariarvanthrax. II 'hiall 1re s-, i gIrr 13 ari 64 rii rhirk itinnir a stariv dead loadol- 2 1# ginr1l2 . Inriled p bui'd Irnithllle,r "'aC1 1101r needlcd. 'I'lhc mass of

10.1.2 Thlreid -s.r-ae as i lt 1.2. _ftit aftcr Crrditioninfeltafte eciditinnimg 'at 27 I L2S( arnd 65 +2 reclative hunninrldr 1`-r 24 It slhall

10.2 Desfign - The glov-ts shall be fith-c rOf tile Clo;r pa:tivrt r.r ti: (,41u1in be 950 g/rii (wiih a toler.lnce ol -- 1O perce nl!.

Oatic-rrs. In thc case of (Catre pattern, tht: pahnt, the Irern1I ire 'ihng:r;. 11.1.4 Cant-as - sauie as ira 7.1.3.

the baek of the- iridex finger and dtie wholc offtIl: thunibla shall be If chr,nr:l

Ianumed leatLhr "see 4.1.1. TFhe bazk of the sconad, third and rourdn lingcr, 11.2 Design and Dimensions

sh .l bc chrozne tanned splits. In tihe case of Gunn patternr. the palm !rnal 11.2.1 Pattern - T-ie pattern shall be an outseani mitt with thumb onh.

the Fronts of thc fingers shall be of chromne tanned leather (5ee 4.1U. The The palm, cuf and hthmrn shall be made of one piece ofleather The backl

back shall be chronie tanncd splits, of one piece and shall include the backs of the mitt, cuf and thurmb shall be rnade of onC piece of canvas or Ieatherh

of the four fingers up to the cuff. The cuff in both the patterns shall cOll9sio

of a naxilnum of two piecL Sof leather having a minimrun vidth of 50 mml. 11.2.2 Leather -The mitt shall be lined on the inside with felt.

Therr shall be a leather gusset, not less than 50 mm wide anci not more thani 11.23 Dimensiorns-The dimensions of the mitt shall be as given in 11.3.

95 mm long inserted at tle sideseam ofthe gloves and join:d to thtit-cfEl- 'The1

cuffshall be joined to the glove by a double row of stitching. 38 Rmnm round over the back of the indefngerl exte e palm arod i tend

10.3 Size-sarme as in 4.2. mitt, and shall cover the whole thumb. Dimensions may be altered to suit

10.4 Dimenionsi - Gloves shall have the following ininiirurn utside customer'srequirements.

dirnensions: 11.4 Stitching -Stitching shall be double sewni at all places with the

Dinrersion Men's W4;ornenl s thread specified in 11.1.2, the number of stitching being 7 to 9 stitches per

mnm mnu 25 mm All loose ends shall be securely back-stitched.

From top of cuff to tip of second finger 254 229

From bottom of cuff to tip ol'sccond finger 203 184 12. REQU REMENTS FOR TYPE 14

Cuff length 50 44 12.1 Material

From tip ol index finger to crotch of thumb 127 121

Fromn tpo <l'thunmb to crotch of thumtib 76 64 12.1.1 Leather -Chrome tannrd, complying with the requirements

Across palm at croich of thumb 121 108 given in 4.1.1.

Across cuff-prening 127 114 12.1.2 Thread- same as in 4.1.2.

Across bottomn of gauntlct cuff f:i wrist Scal;l 127 t08 12.1.3 Canvas - saie as in 7.1.3.

10.5 Stitc;hing - In both p.3itcrir.s, nit'l glove sh-ia/ll aif ftie h irtm;rn tvntDf .rr 12.2 Pattern and Designthet front and the outsCeatl tvoc ott !te back Wilh hine sm itcflnig fJn rhc fingers

and on the thurrtb cin the in-side a.s Aa pteCtaion Vi stitching shall be oiL the 12.2.1 The hand guards shall have a one-piece palm and thumb (if

lock-stitcl ty pI the nurnber of stitches b,ing 6 a- *1 ititchrs per 25 ritrn,. required). The fingger-tip side of the hand guards shall be rounded off.

10.6 Vein Patch -The re shall b13e - vrin pt;a?ch lrt icitrti-tIrcuJax pisxff:) f n12.2.2 The design of hand guards shall be as agreed to between the

c6riVei tantPedatchther shlrt l bidwav in dhc palrc OIh I gloat tho icular ..C111Cs am purchaser and the supplier. The hand guards shown in Fig. 5 are

dad ic%vn r th, -uaff. The p.tCil shall bc anIt less thati 7 ill 7 ri :;recommende

13 14

-bra 2003

Tundll N:ado Road Sector Project Appendillces to EtiviroosenataA o,tslMageamnenr Pnt P,. TN\RSP 03

3S 1;994 (Part 1- 1971

IS : 6'994 (Part 1) - 1973

12.2.3 Lt-i,h: -I I' h .. !t in:l rh ii !mitti : .af c:sa.hen, igl ... Inu yee 7.1.3

12.3 Dimensions

12.3. I. er,th -- !h.< h.in ;.:.rrI.dtal. -., . ::.'I '!,n 1.: itni a ,. ? u2' ; [i !!.1r !! i., I!'}'i"l l:f'll !t. r! .n tar r n tn i C in I

t G>z-X " 12.3.2 3 It -i nnhti.l gizards ptid -Cilt N.'id s-p.e.un, i hotlis/ 'hall t !1t.o ttain j ti i!il n-id,- at .it oalttt :irid( 311 !axlt .!. t [int, [tht i1. H-alnd quarnIa

| / / n, / tttt1s.rtt a St:I5~5t5!L: ti:til) shall lbe: tot! lcs tliari 2;5 tort ,vidc.

/ , \ f -.n 12.3.3 -lfaudcl gitrds sillt,d b< prosideLl i1irit adg dlrbCi ');' otiapr . *r 13oilit Z-tit0 i---n a-r pci: xciixex rnitt1-1cL Iti- I vr ts te ind-es firrgcrs ci r rotind boch.

12.4 Seams and Stitching -- The lcailh:r irrtndf giards silil hr jlti!:cd

%vhrere necessarv with suitabil bilurcatecd ri%, ts uor b lock stitchirng withtfhreads corinplying wvith th. requLiremerits specilicd in 12.1.2. Stitchdt.iscams shall be reinfurce-d by staplDing %vith galvaiuized steel wvire (see 6.1.3i:/iehen sritched there shall be not less than 6 anid not nLore than 8 stitches per25 ninm witi the ends ol all sLitching secirclv back-stitched.

/N / \\/// 2 13. REQUIREMENTS FOR TYPE 15

13.1 Material

\ \ K / 13.1.1 Collon Drill - Cottons drill shall be unblcached 311 5 g/rm2with a

tolerancc of 19 gimr.

13.1.2 Krnitted Fabric hr Cuffrs - 2120 all cotton.13.1.3 Threadr-saixieasin 4.1.2.

13.2 Desigu13.2.1 Patterns -- The gloves shall be of either di: Cluic pattern or tht

Gurui pattern.

13.2.2 Size - sanie as iit 4.2.

O O 1, 13.3 Dimensions - same as 'n 10.4.

o 0J) 13.4Cnl Cuffs - i.ifi i boris dxce partertis shall be, either cottiin drill cuffl,51 to 152 rri-Lt drcp, ihe rdgri of which shall bln hentnoed: or a knitted CUtdE.

O 51 to 152 nun deep for nienis protectivc gloivs.; and 5I to 12 7 rnm dct-p liro woitiert 's perill nW-it s' gloves, lIrbc knit itd ',;i Ni.'l be dI a de, and sesenO irt tlr bi- Ti etiges of the gloet.

O 13.5 Stitthing, - T he glvens ii.ll1 -ti7 dl inl-sai type Nvi di the t,titchling

ns the :inside .as it protcrt:io. All s:it ciing shall be nt lock-sliLth type wvichdie: thrcad spe-cified in 13.1.3 and dierc shall bef 6 t.o t sitiches per 25 mm.

FIt- 5 TYPItAL HANTD GUARD I hC CindssItall bI; co ure !v bac:k-ti tchcd

15 16

Fcbira. 2003

nW-1

Talrn Nadu Road Sector lProecr App-aditcc to E.- conmetal LManagement Plan INRSP 03

IS: 6994 (Part 1) - 1973

IS 6_99i (I;Jr( It - l93 c) YearoftnianuFacturc; arnd

(i Where applicable, the words 'light nass', *mcdirn inassi. or- 'hra-N-14. REQUIRE.MENTS FOR TYPE tb daI.1 Nacterials 16.1.1 'Ihe glov-s may also) be arked with the Standard NMlark

:. ! 1. I! NOTE - I the use Ot the Standard Mark is goverined by the provisi0ns of tfliriuieau of In.lian Standards Act. 19S6 and the Rules anm Regulations made there-

14.1.2 under. The Standard Mark on products covered by an Indian Standard conveys14.1 i l:!l, ','.i l llyr:; - -.- £ ,1.11! 13i.1.2. tIe assurance that they have been oroduced to comply with thie requirements of thatstandard tindcr a well defined system oF inspection, testing and quality control14l.1i.1 1 :1; '.i pt., {t 4 [.L2. which is devised and supervised by BIS and operated by the producer. Standard

ti.2 Desirn--- i'hcsX g -.- ............... he3! n in ,th-I~ {;iln- !Ui::|. m ......... h IiC t~., marked products are also continuously checked by BIS for coiformity to that1-.2 Dstditn ti gi tnti l;I ' t-.-i n - standard a-i a further safeguard. Details of conditioas under which a licence forfiilg ,-;al,.-i ;!1, cluff, i!' rl:[!l-- ei,siatl : w 111!dc. IJ: t, iolt drdll 'I 11), i) LicIhC us,r of the Standard Mark may be granted to manufacturers or producers may

llOnt; t'- lIa.bck ol thi sidn x inn:t-c! trhc L,-I I, iII .tl hi it! be obtained from the Bureau of Indian Standards.niad,.s *rit Ic .itlwr 5see 14A. .1 ! !1, CII!wh >Ilzllt hl!. 17ilil,- ,U c_ oli. di !!I. 'Y' rili!i

dccp. tI it- oi't vilichl shali at Iciniti- r I r krlitcd tcll 51 1- I t12 cini dcMp 17. SAMPLING AND CRITERUA FOR CONFOR Mlf.4t,r nien sg lov-s anid 5I t. 12 7run drup ssgornt atg!(Vts Li 't'iu .:uI,f.xlt;sll b: doIihd, and sen to ini bottom cdgcs oa ihe goves 17.1 The scale of sampling and criteria for conformity of gloves, gaunticLs,14ult b.3 Soxize am and sein 4.2.lic bOU0111 Cdg-CS (t'ihr mitts and hand guards shall bc as agreed to between the purchascr and rhe14.3 Size -same as ini 4.2 , supp icr.

14.4 Dimensions -(lovrc . Illt .llav 0-: tel l-wi ti t it lTiltiLttl Owsppicircli sttcnsionls:

Dimensiont Melen. I llomen'smm rlllnL APPENDIX A

i romi top of cuff to tip ofsecoril liuger 2O5- 229From botrom of cuff to tip al second finger 203 1 ( G Clause 0.2 )Cuff length 51 44From tip of forefinger to crotch ot thumb 127 121 RECOMMEN ED MATERIALS OF, INDUSTRIAL SAFETY1'rom tip of thiumb to crotch of thitutmb 76 64 GAUNTLETS MAcross palm at crotch of thubilh i21 108Across cuff-opening 127 114 A-1. RECOMMIENDED TYPES OF INDUSTRL4LL GLOVES

14.5 Stitching - ThIn glovi: Shall h) *f the Itsea nI type NVith thi stitching otinsicle as a protection. All stitching shall be of the lock-stitch tvpe %vith the A-1.l Thc.folowng ypcs. of industrial gloves, gauntlets, mitts and handthread spccified in 14.1.4 and there shall h 17 to 9 stitches per 25 mm. The guards arc rrcomiended. for- use -against- tndustrial hazards indicated irkend., shall be securely back-stitched. Table 2.

15. WORKMANSHIIP AND FINISH15.1 Is appearanre, general workmanshslip and fuish, anud in all othr-, res- TABLE 2 RECOMMEDEDI) tDUSTRIAL GLOVESoeti sllot delined in thi5 sp:ecihi acion. the gloves, gttUttrlc'ti, :tcitc and hian d SL PROTECTION AoN iAtNsr TTPICAL QOPr.aATSON ReCOMMUoMsr1 Tvt.Egiarids -ihl ahIso conlbrsti tP thc apprt-tysn samps!c No. oPL Gtovxs

16. MARK1NG AN'D PACKING (I ill (3) (4)16.1 Marking -- llse gioucs shall i,: Iegil,tv xLtrnpt ri ai, rhv tiiir: ui i i i) Heat, but wiar nortsriouLsand Furnace work, drop- 1, 2, 3, 4, 8

lt tA wi tit the follso Wing infimatsnas ion no irri"tant substancr prsast stanipinig. casting and;3) The noantlhcrttrer's naein si s-oeogtizetradr-nu ic forginig, han dling hota) The rnanufitcnintC, nairic ur i,:cogiiizcd trr1dU-ni~~~~~~~z.,k, tyrcs anid similar opera.il The .y;pe andcitomirial iz7' of the glovr: i ion

(Cotstim,ed)

18

1ebnt-- 2003

Taiml Nadar Roid Sector Polect .Appe-dices to EnM-ronmeflra[ Xatage--nt Pllan TINISP 03

IS: 69S4 (Part 1) - 1973

AXRENOMENT k'. I AUGUST 11979TABLE 2 RECOMMENDED INDUSTRLAL GiLOVES-a Ontd 7 A T

SL PROTECn,ON AC.AINST TYPICAL OPERATrON RECOMMENDED TYPeFNo. OF GLOVEs 13:f934(?art 1)-1973 SPECIFICATAC)N(I) (2) (3) (4) ITRIAL SAFET, GLOVES

ii) Heat. when wear more serious Stoking gas retorts, rivet- 2, 3, 8 ?ART T LEATHER AND CO1-TTON GL6OVESor irritant substances pre- ing, holding up, hotsent chipping

iii) Heat, whe n fair degree of Welding case hardeniing 2, 3, 4 A1 Itera ti onsensitivity is required and in cyanide bathsplashcs or spatter of moltenmctal may occur

iv) Sharp materials or objects Swarf, metal after guillo- 2,4,6,8, 9g, 13At, (paoe 16, clauee 13.j) - Substitute the ftllowingtining, blaaking or 13A(R)t, 14, 19At for the e2Cistinig Clause.machining

v) Sharp material or objects in - 9*, 10', 13At, ISA (R)t,an alkaline degreasing bath 18BCt, 19BCt t13.3 Dimensions _ Sae as in 10.4. except that for

vi) Glassortimberwithsplintered 14, 16 gloves vitt Ynitted fabric cuff, outside dimensionedges

vii) Abrasion Handling cold castinp or 2, 5, 7, 9, 1 IA (R)t, across the cuff opening shall be 80 to 90 mm.forginp precast, con- 12t, 12ACt, I3ACt,crete, bags of cement 14, 16, 17ACI, 18ACt,and bricks 19ACt Addendum

viii) 'ross abrasion Shot blasting 2 8, 1 IA (R)t, 12A (R)t,13At

ix) Light abrasion Lighthaadlingoperations 1, 2, 8, 90, IIABCt, (Pace 17, cIause 14. 4) - Add the following new noteI2ABCt, 14, 15, 16

5) Chemicals Acids, alkalis, dyes and 9g, lo" 1IABCt, after i4.4.general chemical ha- 12ABCt, ISABCt,zards not involv/ing IIA (R)t. 12A (fI,contact with solvents 15A (R), I2A5j 'NOTE - The outside dimension across cuff openingor oils I9ABCt shall be 80 to 90 mm in the case of gloves with

xi) Solvent, oils and grease GCnerai chemical hazards 9', 10', IIBCt, 12BCt, fabric cuffs.'involving contact with 13aCt, 17BCt, 18BCt,solvents or oil 19BCt

xii) Electrolytic deposition Plating and subsequent 9*, 10', IIA (R)t,operation II ABGt, 12A (Rit

12ABCt, ISA (R)t13ABCt, ISAB AMENDMENT NO. 2 APRIL 1982

xiii) Hot afkaline cleaning bath - 9g, 10', 12A (R)t.12ABCt, I3ABCt, Al terationI8ABCt, I9ABCt

xiv) Spraying paints or cellulosc - 1, 8, 10', IIBCt, 12BCt,lacIquers 17BCt, i8BCt (F~erg 16, ,7a•se i3.4, tine 3) - Substitute '5Ct c,

xv) Special hazards: lead tetra- go9, 12ABCt, 13-ABCt 'g~ fr 5_1 to 152 mm'ethyl, mercury lead salts fr t

xvi) Electric shock - Su IS 4770-1968*

'Will be covered in Part i1 of the standard.fWll be covered in Part m of this taudarti Lers B and C efir to the type of

matr1,dused in making rubber glove Letter R indicates reinforced at.sFSpecification for rubber gloves for electrical purpose.

19

Febr-are 2003

Tarrat Nadu Road Sector Pioject Appendices to Ens'ironmental Managemtent Plan TNRSP 03

IS tl35 19

1(1/'] ~~~~~ ~~~~~~~~~~~~~~~~~~v,1-il pi,pefk sadjusd I,f thC aser iI,- 'ailih 512. \5'hct l ,,Icscd, tic ,1 Viwe, ntil at''

I-ci.Ic, .acaaui-l f:iradI air remot fWrc m Its a r-cit ttl t,"; tesTbliss

at. .a~~~~~~SP1klF ICA [O -3iJas tisCitJ1.,,-tlinc ofia nio,:,) ,0'it,jn isii"i 111A cI-Ir ahtl (h, Ci-I

s~~.l i-i citc. alt aaait.i i.iatads aa:ati:esieat or ittaitaIl:.; cit,' a ii ii ti taihi. pi- ilc, Ced c I t I I e e o ria., utsb i des p aIal atre pl C Iicc - irs tertIedssli at Ucp a,atCdiIlmti LI IC U t tic

II t'itltl'",CI 5.4 Lens tletatanltii1 Itiatit IfalOC shall he such that teas is not dislodged front hoasingrar frame shailt Ae considered to hav

ii' t '-I ii tat S 4355 2 i-ire renist,itt i V he at I lie griegies Jfc ia'a'ialeair '.a,,d "idih.dtsned LIi pcIcnit allo(in len ses to be knocked ieaprat Ifriamtits

hI1IV`st Ni) Ir 4i.ibIei RitanierigIti Traei gogglles suhal be3 free i ro dsode from rjcin, hr l aosinworn onrathe f hacefom Ae piecred of harboFair alte purpose iii Ihia stands rO. the following ~~~~~atii1sneiats edges or otherIL,featuresn likelyub toctadsetdiscomfortsppaperdafailed a pitrraofurwhite paperrtseachaoftad -

'hlintns shaflld apply The m ilOfretal copnet used in- .mepr iriv,ihvte in. WearkmnsiquaFiihl2Tesie sapel'ogehallbeintnro ue btwentedenorndgogges hall, eete neen nroaan et 7Lne rhllbefeevtritinam o he thll face-form. onthe face-form. SAllb poitieon caron

FIor itic prpose of ti,lastndr t1,lthehfometalgwhichsor oihsr lacurer litev toiiiuseatsthefogoggler tsodirectede upwards papee Fcg.of ddetcinthe-eyes stad appl n pace y hthese l pioneia or enczi piuse shin len an tegs li-am srair df(ifiuh sholquarathes 222 m diam[etentepoeldhelleisndrop ednfoman

A - cracks, waves, dull apiss and ri-urn inherent defats heighther 127hm througha guide tuhn at eachnowethhead-hattl ed forprttctfgthcecs eirrrmas wen'tMectifatotet-peifedatAncashalalbhb begai adosauin.iolneid lcaisno

3.2 Lenls 7.11 The de-sign ofgoggles shall be such that it shall I) Lens eelttre or centreII uf'speudlld areas.The device hrough whih tttewearcatfthcequi . S.S. Goggles required for use in undetgrasund not cauase discomfoirt to wearer. This may be II) Outer edge of lens or side attachment',Thedeicethouli hih he Ieirc (f he qup-mines shall have tta metal part,. miade of tichieved 1w providing paddling or other suitable iti) Inneredgeoflensby nose bridgec and

nient vic,,i drillinge or cutting, operation or any alutminaunt. magntesium, titantum or tlsetr silsi,,i nv nyohr oiiosonln onrmecsother mining operation. 6 DIMENSIONS 'I1-SSADPROM NE EQ R- sidered necessary by the inspecting4 TYaPESI 6.1 Go(gtles ofType A II 'I iTSAN EFIM C RQ RE authority.

T'he goggles shall he of liar following ytyps: Type A giagglesb shall have. circular lenses of 8.2.2.1 Only one impact shall be made at each of50 ± 2mm diameter. .5.1 T~~~~~~~~~~~~~~~~~est fair Slatuilitv at [ErIatled Tensperature the locations mentioned in 8.2.2.

consis Af tw Cev-rpieee gconnctedThisrtypeho gogges 6. Gis f peIcNs,httl Ib e tested for their stabilitY at elevated 8.2.2.2 A sample of goggle shall be used ror otneconsIst of two eve-pieces connected across the nose 6.2 GOg ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ cIlpcritics n acoranc wthle5 ofO Topleyiectoly

with adjustment arrangements. 6.2.1 Typ c goggle-s (Flied with sepairate lens tp inacrnewth.1.Onoml- mpaconyiots 01 the test, goggles shall be exmined for physi-

holder shall have circular lenses o1 511 = 2 mm cIldistoriton and shall betse o rbsns .3 TEsT FiOR OPTICAL QUALITYTvpe .8 - Box.opae goggates-This type of goggles diameter.e fr obstesprovide total cenlosure of both the eves and may di'sir iahini 30) seconds of completion of the stabilitY 8.3.1 Goggles when rested in accordancehave either separate lens _holder' for each eye tar a 6.2.2. Type IS goggles rutted with one piece wittdtw test. Theev shall not show any physical distortion with 83.1.2 in a tesr set-up as specilied in 8.3.1.1.single tens for both eves, lens shall ha"e iwo circle-s each of mittimumn siti their strength in robustness test, shall not fall shall transmit nor less t-han 80 percent of the light

ditameter of 52 mm spaced wr-nmetricallyabsoat thre below the value indicated in 8.2. ene,gy within t he visible spectrum.5 .51ATthRtAtd~~~~~~~~~~ vertical centre line ofthe ggles irhthe &centreLii5.1 (;oggle Frame ~~~~~~~~~~~the circle 6? mm apart measure iste oicsal5.1 Thesampleofgoggleshall bemnounted ona 8.3.1.t Teslset-Lip

front plane. Of ihe eve/gOggle as -sia- cu Itle lace-form in the normal position in a tv osis- of a lamp holder, screen, glass wanduw,The,frJ MU oftnis g&Sgg ldsil hebof soUndconsrI1uc- 6. tu-laii Iral prlatl as worn. The face-form shall be made of Itcnislioin andI made of duirable pl[astic or ot6-utbe 3 lris~tdlii,nia ii mtra.Tecmlt s phaalo-cell. Iris diaphragm and micro-amMeter,

r oi her suiible InCIJi 01similar rigidmaierizil. Th compl fitted in a wasoden chamber of sizeetaicrisis. l-le,id.tana shall h,t'e ii iitniitutiau ldinoIi ii)mr 10 mit 'etib Shall be placed in an arson for 30) minutes 211mmx21)im 11)tr (aeFa.21 h

aitni the terrtpcrature nitiniaincd at 60r ± 2' C. 0 mxZ mxZ ti 3eFg ) h3.2 hfeed-Itand or Iliarness 7 GENESiRAL RE:QUwIREMENS lamp hiilder. suitable tur haildIFIL 4 V. (u.8 A tot

The material used in manufacture of head-hand 7.1 The goggles shall clinsisi atf a franac. lens 'at 8.2 Test liar 14ibknslnesas oif Conrttructioun 1.0 A krypton filled bulb, is cunucciatti tat a 6 V

shall be sweat resistant. naon-irrotant tand shall not lenses and is adjusimble head-baand Or anyvsui.ible.. ,glshal abcj%tfsan him ct'e suplthrotoughi rhneostcdt,oltmete maidrammetercaLLsc skin djsezisc~ device to rciarn the goggles in fyint ufey'e01 Ol22.2 mm diametertsreeleeallaweighinging 4 1 g dividedeintot1000divisisnsntotinintictletheetotal

dropped frouait at height of 127 cot in accordance rarnsmission of the light energy.

2

I 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~February 2003

T,linl Nadci Road Sector Protect Appendices to En s-onmeittal IMti-igomen[ Platn TNRSP 03

I S 5.33 PiS* t 1 .t

/ ~~~~~~~~~~~~~~~~i : 1' !. "1',;'': f E.iJi litS 55........... 5'r. . i -lt ct ::~ ...... -S - .ri ... s It r.u--i 5-'.:l , D:S)if I ~ ~ - ca avs

.J:ts,, lamt .c ,s ' it J ;;i tic hsl|c- : S ic { ititi C.

Ai iS" t.'r.<tC!. : l'ur lii .. ji;l*s..s.iance

- I4 St2.s ;te a~ir ilg'. iiV i p 5

s.js. -,tSS,Stiis SO! ! -ro: *ss-lhess'tli sStonsiad dccii,- 1:S [.II cf .I ts .. Sh(f e - .55 lie . th er:;~ ~ ~ ~ ~ ~ ~~ ~~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~l Ii-.- - .1: ,1:41 .- ~ I ., , it,te ,- tha h .- ;. . . n:l.,. ! : *I Iiii ill ,-;., -e hs a2uir 'il -.5 hcitli iX! ; .0l .....c... a i- 5555 .. t ti5 55C -!55 1AS. 'S 555.:I.sil ::v.r i.:- .5... - / ! i-i 1 S , e '! i:l1.':'1 . ili. .a;lt. :~~~~~~tn 11 .z. iuileez .1 {h;zx {, sh:!ll 17c .a<j1::Snarl .) ar:J m!. c11- I.-c-C 1ri. : '1:: Iii C.,

. | i . i p i , , ,, , ! ........t l'1'.L :t'. iSi j., ...........................t.-.. :!,'lS ,5!'5: '-S .! ........... r : 5Aii r'. !-i , al 1 it.: .tsisii{Ct ' -si An. .readcot:ts:rn . iSsiul,il .d-! {i rca jc Vise mrcS. .issSrieSer. as 5n shea i lelf d reiids gressac. frosts Ste: rnrfJces ifmesa aruiepritinisneedl

I / 11,e .,. iC6 t s\ ,:, peteisnitSne. fi h c cns uf lie m in er j so ir :titnes. hisl r as seles or uoher sinipsinesn st if g r-i na i:,1s .ggdl t:lie11l thecn IniticCsacS hcswcn the sie ,haitll he rermis-as til1 mietil .aimpotnents sIhalIphitii.-e Situd ithe glass icd,-se The dlicsslc n t. thuS hrL wirstcr.ad In 1I perLcit (bts 'Cieil I Irlin.iAii5 JI vi Sc ntCrti-a m StintIrnitcS IC tic to ttitlhiitasssiotn of lighit siqisucs sIt i ci- [ -sidiuan ph!rioc r Oar p,rtiulenigy i hrout ush the leSsee sf She iogglen tI ulig iio I 5 r.tinfIittcs. Tne tiuc:i Coimoneltiils. uiSter

lIhi phsno-cCll shall be rcad direcilv iri perceniaie tefi tl firm thi, ;ditesis .h.,ll hc inirtcliasele8 4 T-et for Flasmaissbility liNsi,struiecr aninisters,it ILL .. ill 11i -ieigiL i. q Cilu. .,4lis

Nl~f i'5 8 ji .\i.4i. Fcccpt for She head-han1ds and fcxn ile dging. ui ta it sixSWitti Lu'hirth ait esairit seinlpltarure sfr athe rnaterials used in the manufacture of Roggles further period oif i minules. Thi components,shall be tested ,or resistance to flammability in after reminval front xis cold so0lulon and withoutaccordanen with 8.4.2 to 8.4.4. Thc material used wiping the adhelint liquid. shall be allowed to dryshall he either welf-extinguishing (see 8,4,.1) ia, for 24 hours at rtoimltetmperature. Trhe metal partsrietbtanti t smiuri. propagalion pee 8.4.4.2) or shall shall then be rinsed in luk.esarni water and allo,wed

not burn at a raite greater than 50 mm per minute S° dry before bsing Inspected.FIG. I TrPtr AL TEST S'r-Ut FOR TEsnNG OF MINER s GOGstiff (ee 8.4.3). 8.6 Dls-Infictlon Test

8.4.2 Test Specimen 8.6.1 All parts of the goggles shall sohibsand

A 15t mnt long and 13 mum wide tcel specimen of repeated dis-infection and cleaning in aeccirdanlcethe maserial used in the manufaclure of goggle i with 8.6.1 The lenses on repeiled cleaniiit i.inslltaisenandtwolinesaredrawnaccrossthespcciten, not impair the optical qualities. Allernrliset_ne at 25 mm and the other at 12 i mm from one method recommended bv the tinutacttisr otarednt. The thickness of the specimen shall bt equal alobeused roridsditisestablish so h sllaLI) the thieticess vf the oraterial used itt the nfeetive.

._~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~~~~~~~~~~~au ir of VRe QOgges 4 i8o.'Ir'l.6.1.1 Eh gugglk is Ji-new an u,ce Ir i I pcIi'c',H.4.3 Pvecidisjre 8l ahggl sdsiieis ni ts*etilulioil (tr dodecy-li iantissstuieistl t!nvtie

'tte Islpctmcn Is ctamped In a rigid supptll t oiiti hat,drschs irh- ir tap ss Iir sit iti ai.ic, Estepinod s,i tithashe ltshogtudinu l atis is hotnzonitlal atl fitr shc rfrlssnal oi gril-c u ltisa nCeihCisheEr 1 | S:ranssrcrtaxsss isneinedatl

4 5 " II the hchrizost- prcltminor, --shiq na,r riaoeqiseni rmit g stislltal. A Barthel burner (see IS 4355 . 1977) with a hC arried F utnson-lumirsouh flame of 50 mm height is Placedunder the frc- end uf the spccimen so thit il top 9 %i I;.RKINi;of the tflame -suituches it. The lame ismin'end E wch etienle ot1 hahe nuarked with masnufacturer'atter it scConds aind the spectnen allo,sed to burt' nnite, sr identificatton mark.

a 4V n 8A o, 1.0 A Krypton 1tied boub Toe time taken tor the edge of the flnmne i traJuel2 Wooden thtun drhir an - -inush of ofman -ono atri f Sn per the dsstancte of 11i) nutsi between lie two lnos is 9.1 lilS Certiri,alisn Iaking

sent sit- I-Itor 1BuSO. -r1ea ,asd. -ni dletermsned wI'h astop-v-atch and the ratesf burn- 9,1.1 rhe miners safetv goggles mau als bie4 DEnnuid glass wmdt tieg of ihe slIccimen in mm per minuac calculatcd mnarkcd s wih Sisindaird Nark.4 GiEnned gloss windam ~~~~~~~~~~~~~~~~~~therefrom T'he testshallhe carried,Sius ina draueist

free aitmosphere 91.2 The use if hc Siasidard Masks cis cdh0 Phuso-ausl ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~the prt -ions of Biureatu of hedsirn Sf,,t`aii df i ct.

MIrot-OOrmrtii 8.4.4 Ohseo-swnitxna i lt$6 and thi Rules and Regulations n-. dc there-8.4.4.l It a spehimen does not burn t"i the iirst under The details stfondiiirn, uilec which the

FisS 2 TSOT SST.SSIs bOsh Tholisso OPCSCAL QUALITY OP Miranius 5,sy~~~-t-y GOOO~~n ourS rl, ahor s tat i; mo or after-glur-g iseslcve tiLsn licensecnrctLetuth aiS.sindaSdan tsie1 ntis- m ic hesiritedFlc; TEsi SET-iP Fotz TfEsqING OF-TICAL QLuALITY OF MINER' stt-r GOGGLS af.tier the hurnea his heen temoned. lhe masertIal ii ntsnufacturers sir produceru mins- h. oilslstndc,hall he reported as self-cxtingutshtng irotit tsic Bureau of Itidiats Statissd'

February 2003s

lam,l Nadu Road Sector Project Appendices to E-vironmental Nfanagcment Ptan TNRSP 03

IS :2925- 19a4

Indian Standard IS 29292- 194

SPECIFICATION FOR 'i

INDUSTRIAL SAFETY HELMETS,. St QPFE

( Secotnd Revision, ) l tS .. i 'I'.'E : :;¼,*--t a t ttcc si%t tridCis mn nais tjr- sj.ii

st Ier d tG- I 1a i a I tiri i cr "a'P s

0. FOREWORD Llazasd!s hict mayX h2.w i:n- rner lrnect n gi nr11sTlte:r,t iuzt.hip bh;ii; !g*i iilar-dic o.

0.1 This Indcian Standar.d ( Second Revision ) was adoptedl by theIndian Standards Institution on 31 May 1984, after the draft finalizedby the Fire Fighting Sectional Committee had been approved by the2. TERINOLOGYCivil EngineeringDivision Council. 2.0 For the pulrpose Of L["iS santdard. thd- i :i :e nstiOn slta.

0.2 Helmet is one of the most important items of personal protective PPlYequipment used by workers for pTotection against head injuries which 2.1 Brim - The rim surrouncding the shell.may be caused by falling objects in many industries, for example, 2.2 Chinstrap - An ai-lj,tstahle strap that fits under the chin to securemining, tunnelling, quarrying, ship building, construction projects and the helmet on the heatisimilar occupations. Headl injuries caused by falling objects are usuallyserious and sometimes fatal. This standard has been prepared for 2.3 Harness - 'I te comrlplete assembly by means of whichi the hlelrnetindustrial safety helmets capable of providing adequate protection from is mnaintainecd in position on the head, which includles headband, cradle,

falling objects and other hazards commonly met with in many industries. etc.This standard was first published in 1964 and revised in 1975. This 23.1 Headband - Part of harness surrounding the head. The plane

second revision has been prepared so as to include all the amendments 2 lo;ver snarrf headband shal corresoond to reference line of the

issued so far besides relaxing number of anchoring points of cradle hf° or (rin of he5 a s o e lfrom eight to mninimum four so that latest designs could also be covered headforrn ( see : 7692-1975 )in the revised version besides including the provision of ventilation holes. 2.3.2 Aflti-Corlcussiol Tapes - Supporting straps which form the cradle.

0.3 In formulating this standard, the Sectional Committee has taken 2.3.3 Cradle - The fixed or adjustable assembly compritig ofspecial care to avoid unnecessary restriction in the design of safety anli-concussion tapes and nape strap where provided.

helmets. If any special hazards, such as chemicals, oils, are likely to be 2.3.4 -N'apeStrap - An adjustable ( with respect to the shell ) strapencountered, the requirements of standard should be supplimented by 2t3.4 behin the hadtusre th htnrest an ma e inegral pspecial requirements to afford protection against such hazards. hat fit s behind the head tO sc.ure the helmet and may ae dntegral part

0.4 In the course of use of helmets, it is advisable that at suitableintervals, these should be tested for the sterilization test as given in 2.4 Peak- 1The e.tertsicn of ;h shell abovi: ihe evesAppendix A. 2.5 Slaell - h hard smothly finithed material ;tiat . the

0.5 For the purpose of deciding whether a particutlar requirement of ygeneral outer frni of the helmnet.this standard is complied with, the final value, observed or calculated, 2.6 Ventilation Holes - Holes prouided in the shell to perritexpressing the result of a test or analysis, shall be rounded o;l in circldatio, of air-inside the helnse.

accordance with IS . 2-1'l60*. TIhe number of significant places retained--Sptclfic.atmn f.ir w,.a,nhtAll1 fo testing 3 e!l. ;

*Ruleo for rounding off numerical value ( r 'erc,t r rr t

I-ebrasn~ 2Q03 14

Faebruar 2C(33

Tansil Nadu Road Sectr P-oject Appendices to Environmentail Mana,gement Plan INIRSP 03

I. fMATERMAL.,~'

3.1 Shel; - 3 if, tttrt: t> '. i v'.-.<5. a f..fJ- t

3. :3 tNt etal Pa r t s. r est o r

in~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~cIi. r ..tstprcrtes ~~~~~~~~~~~~~tt itt tt'.~~~~~~~~~t a ''itt Ott >1 t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ rart.iIr'..lrt. ci. 1 nm.qi

t.t Or~ ~~~~~~~~~~~~~~~~~~~~," Lrut r, I 1 .~t~c

4. SIZES adt, SII11cnt .i rThp ' tin a a 'ttl i ts. g ,T'.,a Ithan 80i 't l: t i t'iL'a't.1\xt'u t.ait-hutintrect iS thts ihs'dhit c`4.1 H[elm1 0 15 sliall Iec it, Irelih, t 0 he alro' 1ieto(tljitg llhir li eic-rips in aerecnaixie t tieitrtit nA:eri'

rage cif head band sizcs. Tlie hell sthall be fitte.ri 'yin t ir:M, ,li ype.5o'headb land it, are-rcdaisc e with the folinwvinz qitrlIr:;

.Vomutz Sr:- o de Ikmne Reinge- a, ileadbo,rd Yr -~~~ ~Ins ide HIafdbaserd

StiTall 500 to 5lfl( Oit it

M-,'ediurn 540 to 5140 tin

t.artre 5~~~~~790 ira 6410 tt4.1.1 A lolerant-g of >-10 ns11tt Onl thl_ Size of th ltselIiI hllb

permirtteti. Nope-' The Size- fi' rhe headband shalt be met'asur,l wt,lt eitiitr .t 'taek rlng gaugeor til expandifIg gauge whirht thal be m,ade itt t,rial *r its rat rairriin .:itdf trio

5. CONSTRUCTION IFPEAK DE

5.1 The shell shall be domle-shaped., There .lt:tll nlot tie Oh'.' nFreROiliEcomponent pa:ssing thriough thjeshell. 1t shall be. rovir'ect %k rth a lIrintwith or without a peak-. 'rlie brimt and the peak ( wirtcre provic!t'dskli!i be~ integral part or i he shielt andti thse shiall htave no slharp vr ges.'U'h' rin finial I e eotinuitoits arouLnd the doite. The d;itlreisirin' of'Ltrint a,d hei11i peak .'whlere provided )shall be( in eratc'nhT,IH-1 no~sit tion oC'! vCtiiatron hoiips shallk I}ur t'l t ilr ithe t''lI,3jri OF

ai o.sis alrnost horizontal whentt ie hitfegis in ny:,rmal wean;tt :g!itOtitiori, lTe t:iaI3inn,- of AutV holet?~ :rt s.es~ 6 mnt :ir .rhecidges of' adOlacnt holes el]osei than inmar -4ire trinmrtriit,bb.i ni'-holes on echn 9 ide shall b or less ditn nd m r ~f'~i itt3

___________hioies hailsl not exr'prr-d thai lC arI. ..2-

A0 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~February 20031

Tinitd Nadu Road Sector prolect Appendices to Eni-ronmental Nff,u imnent Plan TNRSP 03

297",5 ;;gte7i98?4 sS

a-i .~~~~~~~~~~~~~~~~ -. - St t.a -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ - jr

I) tc'~i 11 OVi It' L

iP'2n'} '- . % ' . '.1¢ i' ._ . i i ;r-t Zn.in ''-. n.>' .... wl i '.1 .PLRFORMANCE REQUIREMEXINTS

.:.- 1i: I i Shoik Absorptiozn Rsirt1in It lt. -- t e.ie P 0

I ''ii Aim'S ar~~~~~l .7510 iiJn~~~~ ';., SIl.Et<l ; iv c-si tt it'Cl'. ien:j.,k \s1 j ti,sise;'. ;:t7l'is Tii0.12 ~~~~'!ted MI -.1 w.1,1 fo; i ii iens,e Oi5 p -. l', n SiiS9700 . 3, is iC ir'! .0: it'S-,-, si'? nLr. s3t *.tiSi15i,rsl, tant ¢.'r1-. ,ltat- S titi' ; iSEo¢ e .!-l; ig ti'tL; aE t''tr'S i:rtn:- 'rt;W ive' i'i '( ill' : l 'Eli

tiO.Li"t'' ! Oil ' cits Imuittot:. . . So c a.5' s e '-:.!n At it' I: t I; tt•ttt l'. .:w) an5 ji nl ai. .e t it:le tat sal 3t' ilt h:s!nrtrn a) A t-Stet Ortin!ie ~i so c _ s Io.-t touts in an io; en5.4 Lamp Bracket Where Required )-This shai! I!den n hJ A temperaturC Of -- 0 IO - 2° fir ' honrs in n refrigerator. andtxastic o,c suitable itatcrial znsl! fixe d ;o tite shell tntl sltail s atisfy the tc) Vater flowing over tlhe whole outer surface of the shiell at roomr

Tn; ps rforn:act- rqu;rernents: remperature lr I itl!onls at a tate of I /rmin.~Ilta hnlttnet %vithl the peak cut ofT is rmnuntet ion a wooden No single helmet shall, however, he 'ti1jected to more thas onrle of

headfortn antl held irn posijion A cap hatip hioQk ( detached from these cnnditionts. Ihe shell shall not show anv penetration and orthe leai pDiece oZ cap lamp ) is fitted into the iarnp bracret, A mass cracks *' separatiotn of itaterial ) and harness shall not show anyo° 2 25 kg is suspeincied by a suitably strong coud of ltoU cm from the damaage deteriorating its function. The idrt:e transmnitted from theouter rimn of the cap lamp hook so that the tord coincides wvith the headforin to the base shall not be higher thatl 5 k.N 510 kgf ).vertical axis of the mamss. The mass is then raised throtigh the sameaxis thro:gh 30 cm and let fall freely. IToo trials beig made in 8.2 Penetration Resistance - Helmet shall be tested: for penetrationeacl case. The hracket shall ret-ain intact. resistance itn accordance with the method specified in Appendix F within

o.o Cable Clip W*ere ' - This shall he niade of plastic o ne minjte alter 'ubjecting it to one of thie conditions given in 8.1 which5.5 Cable Clip ( Where Requrired Thr is sila)l bc rniade of' pastic ior ;sulitable material aitd Rixequiorthedshefi anl shall} satisfyr the lollowving has gtven worst restit. in sniock absorptton. These shal neather break

i-c q t i-c-ti tent fixed tu tite shell n~~tor he pierced through sufficiently to touich the headformr; no integralpart shall fail or stretch pernuittitig the helmet to be forced down over

A helit-rt with the brim cut off partially at the h)acrk is motiited the headform, The static tneasurement of tihe depth of a penetrationtin th' -ioden hleadform and hel itt position A mass of 2925 kg is or dient incltidirig t3he thickness of the material nf thle shell shall notsuispl5entiul hy a suitably strong cord o0 length s50 c rn fraitn ite cable exceed 1O inns.clio, I;e.pini tthe poilit of suspension closest to tin' shell. IThe mags8

;raiscr. and let F;aI free' t1-oll.o1h the height of S0 cin: tJwo trials 8.3 Flazaability Resistance Heimet sliell siall be tested for'at eiag nlasie t-t each cast'. The c:able clis salrl : .f nalt iita i, altnittahility resistance iiiaccordacice witit the methoC specified in

AI pen 'l ix .;, The omfateri. of t rle siel lhall not burn wtili etiision al6. WORKMANSHIP ALND FINISH fla in- after a pe.rttd of 5 secontt is ii- - r , emovai ol flaaie.

6.1 'he s irftic-f ol' he hei net shall le fit-isheb-n -Iritn I tf;-ec f Ottlsu -ri: 8.4 ElecttricaI Resistance - Helmet qtrialI ilr tsted ior electr tcalsharp edges .hall lie ri-atoved tuo insiru- pt tl-upelr sotfltcO I al'Si rests: llt e ta 'Stnt ordan-ce wil1 the methodl .;ptcifiec ito Appendix 11, andtfittngs' iI ' l rioeti p.arts incs ludrnty nvt.s Sh-oll bc e sim-oils andho f Fl , silali not shor;. leakagc rent in excess nr 3 tA.diiarp or rolu ch etage ar Orttaectiorss

8.5 Water Absorption - l'lelnoet shell 3hall be tested -br waterabsorptoitn :n accordanre With the iedhlol 'psecified in Appendix is rndhail tot absorbt water nore thart 5 percuntt o f ils TroatS.

I > PebenanF 2003 |

Tarol N,du Road Sector Proiect Appendices to Enronmenraul Mana-gemenr Plain TNRSP 03

t S 1292 5 3 . j

8.6 i Fleat ?Rs$tLrics -- ly Ui. .- i j . . . A' p \,) E_

7,rset OU i; t- 5t,tti t OS 50 i1:

9. SANMPi I ;G AND CRITERIA fOR CD fRUl* ,ORM2Tfsi *1'STIi'fb S TFi3ATScl

i-t- -t1tdrle in l ,IIs .i., ti t l iw e alj , t i, ii I a&,n-,0R

10.1 ri.aCii :clrtsr ( shel' and it rirncF g>tail ti itŽgIl\E .litt1il jttIIt:aiV I xies tt, 37ir*Itr$t; lls a3i' , .tl *'.' 0' 5¾l l 5i I ils

rrscsrkrsr! Uii3 tb! II cSWit;sltr; :tlOlflrttl.li'rIlt .ofOSla3l- l=rsle f l;. l *ti..i-ail (te o a' l'7:r- .: ¾i':i

a) Manitfi: tuei's nato: A'. ::-id a; -ni!irk,b,,Size of l t b) [mrnlrttrr tl c r'tom- ' a lortb a in Fi .rCr: crn rirog tOne ,r e i

b) Sizo of fielmet 4O p%rc0en t riiil th r rine p; iS ,2 ji av I tero h ravis.

10.1.1 Thp he[rriets mav aso hen marked wilh tiie [ST Certificatioi of 2 C fr J yeriod oi 0 trit"'S

Mdark. A 1.2 I l'e hiuniet s1ros i`g an yiglr of :terto iso I. r t sttS Otl

separationi !stiouild be replaced.No- -.EThy use ol the IS] (>ruti-a:oo N-la7k IS g vr'riald 1a trie provwions oF trle

Irndianct Sr:inarcls Institutionr JCair:ification Marks Act inrd th0 Rules and Regu-latiorts made thereander 1The [SI Mark oui products criveredi bs an Indian Standardconvi'vs rh, assurance that thev have been prmdu;cd to r-ornmpl, .hb zhe require-memtr of that standard under . well-deftinecd s aterr of insniecition. testing and qualitvcontrol whic,h s devised and supervised b:. 1St and operated b. tbe producer. SISrrsa:ked pioducts are isiso otntieinuIuusly Oiecked bv '[i for conformity to that APPENDIX Bstandard as a further safeguard. Derails of rornditious under wihich a licorice for the ri n 3use (of the IS! Certification Mark mev bI grante-td to mrtl:tfacturerq o, proe-es3or!, C ause 3.3

tiay h' oIta rr-d From the Indian Stranda ,et I rutn uit ionMETHOD OF TESTING CORROSION RESISTANCE

11. INSTRUCTIONS OF MIETAL PARTS

11.1 Each helmet shall be clearly and indetiblv marked as follows eisher B-1. SAMPLESon hel:n,trt shell or- on a label securely affixetl or securely attached: B-l.l 'The sa;nples sI is: s, cteci a, itl 9.1 -

a) lor adequate prote,tton lhis liclmei shall tiz or bo adjiustable B-2. PROCEDUREc-loseiy ni III,- req-u;ired sizc.

rioselsa eIree1irt size, B-2.1 Sp .aL the -pe imens oj s! a Luic of 0;t t r S LI L tli CIlkO,; c-o'[`!it hel1net is made 1o absorb comne of the erge of' a ;,in-v hY 9 par-s otf d!sril1 c wi 1 er- r I bs Inass t ruorsi tz¾1 tit-ir '2¾

parli:ti destr`iution1 oi In t)thptflOlt nirt Si ad - ets ttnoisJt ',S ' S .; for a . ics: car 2' tours 'h1 e as t rt. r ih arlilaoe t SSt lilt -e . t . t)S .i .;'t)Jtt' t fO C) SSl) jU t tO 'r i iri,-; t1 i r Si c -llt ft:a !to s t

-i thrstljilt hiotl, hi, r:tla>: 2 " ?. a

I'j I nsiVrini; tilI i.-i:C. t)! il .irtlilf ilie P5)-P S!. 11)

alseras ion to s-, ;o cr er :oit-. t or ,-: sill t- .r .S5 ---s:nuwlFer'. 20a03 S

li-3 Februsilry 2003 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~etosy 03

Tamil Nadi. Road Sector Proiect Appendtces to EnMgro"mental Stosagement Plan TNRSP 03

-t p ii t- i 7 i X f; . t . ., .X . .i C ; ' 11i 'I : trtt i- s ; ;. ' : Krq ; '; 1it i:' EE N: ' ) '' i. .. D ,, Ji I

D - .5 ss:• .1' L

S A -% I ? 1E S ~ ~ ~ A

i ..-. .. t sV ri; xt i i .,:'': 9.1.PPENDIX E

>-2. CIE.ARANCE ABOVE TlI-E HEAD (Noose P.

C-'2.31 '.! se A' teisi isrI-it T's Ise til.e SHOCKi ABSORPTION TEST>1 tb antl :r-bc :!S;t' r- rtnzsIte . ....... . .lu. le'"ar a :: ......-' Mo rni .. rt

tht-r', hlte, on a elbdfit' ( .rs'e T i 76/t2 1l; ', - .he E-1. SAMPLES:.ayL; of isead.::nd tarketl r- i rle !, Intltet ini a lt)stlron sin-ilar Ir that

which it ould ccupv on a :aLn's 'eatl. Appity a ,03d of 10 kg, o the E-1.3 ' rhe samnples shal. be selected ;15 asir'n in 9.1.top of (he helmet i this C mle ecrnsecnCtil y tpited by using a 10 kghag of amnl ). M.easu.r lhe rlC ( rance bv mle.oS of I rnd ol diametr E2. APPARATUSnot more tlhani 10 tmnm insert-d thrnugh t:'t 'Suo tirillerd itn ;he ve:tical E-2.1 Wooden Headform - A wooden headforrm see IS: 7692-axis of tihO he.trlforr. 1975* ) shall be used.

C-3. WEARING HIEIG(HT DEPTH OF FIT) E-2.2 A Gauge and Recording Apparatus for Measuring Force -

The gauge anti thie associatetd recording apparatus shall have properC-3.1 makeounot the helmet; on . ladrnt a a . ru tO t10 size of tinfe constant to be able to measure the impart loadling up to 40 kNneadband markeo on t Ie e helimet anch applyo n of re uhree l i kg as in 1 080 kgf ) independent of the time of application of the force and a

Ch-2.1. Mark on th t headfrhtie posiaion ofurh thl e oer edge of the tnslo apptication of the load required for its calibration. Thc gaugeheadband. Reonove theetlriLet and rineasurc the vertih shall ave a n inimn sifess ol 00 LkN'mmr ( 51 tfjmm 1. Thecnetween the top o' the headbfn-d and the .ank sh.,i jng the pdsitior headform shall be mounted on tie gauge so that its v'ertitai axis Throatghconicupied bv the headbandi the crown coincides with the veriical axis of the gauge.

E-2.3 Accuracy -- The overall accuracy of the recording apparatusshall be 10 percent.

A P P E N D I X D E-2.4 Block - ('oncrete or similar monolithtic block tO aupport the

f C glause .3)I) gargi! eatr! hea lforrn, ha viig the tn iimntiru i dirtlensions: heieht I m,I -ngth 1 mT. s irdthl ) 6 m and rtass I c. 1 het block shal! l et tbedded on

TEST FiOR STRENGTH OF CHIN ST'RAP di' santl on 3 solid fion.

D-1. SAMPLES E-2.5 Strinker -A striker ini thle f'rlit o ' a re'rtangiLtt' block of wottodweighing 'i kg and i.- -. -. a horizontal 'trikitr face 180 mm x 180 mwm.

D-1.1 The .,ntples '^or tusr'T.g ii-li be -i-o i ls viVeo :n 9.i. The str'ker sha!l slide ireely ariri %.j bihout usclIiaion down two vertical

Ds f.7 PR.OCElDURE gulidie *vires so7 no.511 roneo tltat w' *elsre 05i 'ra.i n it therte itfr eIt's ontdw vet' ecal axit; of titt' gtA,mzt uS' he iz the piare of :he guide

0-2.1 rhe helmet is nlaced ott w :h-- tirrnts'' .it.t t A. " - ,;>' ' rS! t;, t3 '7 with the chin strap fa'ter! t'd : ill rt.a i It tr>::K:i. S;nt.5-i .'t -.sl.iiin hs i's>> 0 t''-

Sp11ecitirirratir7X1 t*3r Anld!n fliae!o,t-3) ' .......................... r w i-Fr:gr 200i3'

F,br i,iry- 20031

Iaiml Nado Road Sector Prolect Appendices ti ol-ro1meo-al Msianogement Pln TNRSP 03

i 5 2925-~ ~93 . .. -

F-3, .IETs :. D. .

:-.fI . !':1.-:i,.' ,':!:, yc...............j ->i:i: _ ;11 iar'r t :tl.fti....... l' . etto.r ,:ts....... ..i: .~ I - :: '-

2t; I, !I. 't` o o -` s

I .1 or thOr~~~~~~~~~~~~~~~~~~~~~~~~~~~~:o -~:SI1

9~~~~~AIeEI: 4 !,Xr F *n };. e~ Vu+ rlu. ,i, ,h.r--,si.................. t- .I'I ie.krs:il i e. ,-tI; . S, .'5 -,e r5n'r.... to t' :;,e,-

Cla s 8 2 !s i a tr. t I, .s-I t it ,. -7;

METHOD OF TESTING PENETRATION RESISTANCE A 'liii Ito; liPitteil ftr T l tinitAes whet t 'ij;-f ou ' i-i

>~~~~~~T i, -,. iJUj tWF. t501 tie rtI*r.

F-1. SAMPLE -nir t:. flow ir, le torm of va.Fo,4r.

F-1.1 The sample for testing shall be seletcted .i1s iven in 9.1 and shIfll G-2.4 1surner shall bo operaled with t!t- y sO as to et a Itant,. lee-to

be tested in one of the conditions given in 8.1 which has given worst of i.?O nttim. Level of the ruel shall he not icss Ihan 760 rnIiti above the

resul: ( see 8.2 ). ba9 of tihe huntLer. Satis'lictory oGoeration of hurner shall be checked

by iinserrung in tfie Pianie the Lane copper wires in pCiition nornmallI

F-2. PROCEDURE occupied by low edfge of' the test iece, that is. 50 rnm above the burner- - -- s ~~~~~and teacistsng far-ther- esdgie of the Olame. 'f he wvire shotolclc roi taske natone

F-2.1 Mfount helmet on any hearifortn ( se LS: 7Ii92-l975* ). Drop ti-an6eOsermon,`vtka rr

freely a plumb bob of 300 g mass witlt a conical steel point havini, aS n

include(d angle of 36° and a sphericall point radius of not isnore than G-3. PROCEDURE

0O5 mm from a clear height of 3'0 m s:ith the pointed end downwards on-

to the top of the crown of the helmet. Examine the helmet for t,jrC i C-3.1 With tihe ixeilet upside lJown. ansi the burner angled ai 45< to the

or denting, failure of any integral part., etc. Verticl t'se ecl of the tle shkall be apIeied to the outside of the shell,alt anyu uitable poinl betwveets 50 1t0l I00 m: from the crown, fror a

period of i0 seconds. This plane ratt,rtt il lu the test point shall be

horizonzal,

APPENDIX G G-3.2 1 lie 1-C11,. S

Clause 8.3 ) of the 1fatle

METHOD OF TESTING FLAWNIA BILITY RESISTANCE

G-1. SAMPLES

G-1.1 Thie sainsples for testino sha:i-lle -eietto.i as gi esv itt 9.1. L P E N` L )IX H

G-2. BURNER WITH ACCESSORIES .METH-JOD 'F TESTING EL.ECTEIGCA7T RLSISTANCE

G-2.1 rhe test shall b.crnisi tnt 'VI; irner I -, t s-7.f to A-I of IS 4355-1977t.

tn 9.1I.Sipeciticat:r6n for woloden hS ltad. in . .sit I tetrotv.

A: Febrsany 25b 3

T.mIt N.de Road Sector Promect Appendrees to Enm-ronmental Management Plan TNRSP 03

jlz-2i P:RfOCsEDT3 R

irf -_. t l [ .- wL+I , .. i.'' } : < * .,.1N t1. . t it3 1 i tl'

In thr I,-.- i;i v 1', 101 t' }

.~~~~~~ S, ~j s .,: n n et t"lC:f! - I .i -i ;l .. :!]! :. L.CC ic, t ,

t, ! tg i; t' iL0 V. r ! l it t' i ! I ' . %I i r Ii btr'z. lls ' i' h r f ?

APPENDIX J( C/auir 8.j )

MNETHOD OF TESTING WATER ABSORPTION

3-.SAMPLESJ-1.1 "tihe sa: ple hich have befn .-.' lbr shiock abscrprpton f!i

con:it-ion 8.*1b) shall be used f)r cavrrin g ott t.i' telt l Sri! 9.1

3-2. METHODJ-2.1 Veizh the sample ( .u1 sFheil f.-Ilmerse for 24 lIoturs in water,

at a temperature o' 250 C: to 3551C. Rettove Luaoiii N' te. I:drN- the sturfaces

hy wiping the.n, and weigh thiiglt. tln Rep:rL the aetr-ageI gain in mass

as a percenitge.

A PPENDIX K( Cla(t:e 0).6 )

MIETHOD OF TESTING HEAT RESISTANCE

K-I. SAMPLES

J-l,lI tfe s3inpie svetl h~ tv been. i-v( f;ir zhc absoti. in

K-2. PROCEDttRL

M D,- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Feb-uar 2C03

TA-1fl Nadot Roid Sector Project Appendices to EnvI-ronnirenttul Mianagement Plan TNRSP' 03

4 -I s s~~~o -it Slur t,j 0' t,i 1 tpc I onijuinhtut. 4 I' \ttacltiitcsir .f thc L .1 -1 itAchri-r I lhit)1lp,r mifmwo-,?nlan1d ,Siandaro J .1jr" a

'J, ,, N, 1 --F ., r~~~~~~~~~~~~~~~~~~~ 41 I-i

\ k' ~~~FOR\V WOR -l" S 1-I [ 4'

F. "i N li I If i VN 'N~~~~~~~~~~~~~~~~~~~~~~~h root..llc

lit ili' tin' l-'t she ~~~~~~L Aie -1 i :, .:I.~O 1

i--',,' 2.) .0 et .100 b'~~~~~~~~~~~~~~~~~1 0 Ii' .it.h'l t't' tooli l stirip tnd ikerren 1 he r,,Irt ii -' I,h~ ttd iFliJ fcill .iC r otti -Ct: ie0 . .'' a -ot ilctI S - e itlie s-tns eutrt'r--

05i.t billeS tOL tree'sti 00.0t-Qtltto 0.. o itS2O.. i -itO Otto'tss- 01 ti'ttl t'Elst.itee lt thiIic. tiiCle.c s,tlt he 'Iitoc

T, le 4.3 ( heekLing of I:pper Lieath,r 4,) 9 piper Sklini_ 4.12.3 Ojlaar:i- to C,awittc'

91s' hOe -1't,tI Fr et,C.k ttct~t .'te.i~eII 1 --'-,oC:-c trortlt <41 o 5110Both qLuaiter, slall bc joined alone ite ic set 9st, Pa,t I oi.t. .n~i ,,lte of 05ft5 il 'IOaln ediec at tile back wvilh o0cC roW oftC.11 11 st t

5ii.-- r-f filr nCriaI. etc. Martk ot, he1 ii,i'l~t-lOtNn "1orttot arid rot' Odge sk,se nIo I finli

Lvilthiir acItes, hits aTnd i ~ \27,,C2ot -ejidih alone the portion %N here edge. The back scaot shiall be t etiiflrCe:d b.I'-'' 56 Sit 20 Pat 3 Vt heaventn al~ lctttkIc~.etC. 1 ,tt'iicl ~t~-e .efeec .-aee tc, bnteo asatoIe nrlteslitchtatga nove tappes asechieclfi ttd .)0 05

/ttC/tit.lt-ia I I into'k.t Ai 01 fP0I:t hll elc of i:am in either zzide at a diitance of I rmmiGin,lstars foftrihrmsio vihlne-l iilins of IL-hilr n th heel t'' 4.9 0:lf frotm the 'edge -I :he tripe. Joini crunttlor

:,;Li1 Gosarv f eri, eliating soi toc dlir.c:ion 3100 twear (firs? rei,iitrn 5Pf-o.deroc. edtOesktvc e.tIt e'(ceiingiP1 3 mmn quarter with too row, of seanis 3 otto apar-t.

4.-4 Surtineg of Leathier -.' Ail. uljott tite back line of- tlte quarter and; best row being 2 ottm away from thec edge. Stitteb3 TERMNO14LOGY zh.s roe poctiort. strengthcnsin- ic ttecure ak~al

Sotrt Iiztjitr sllJesypieces rtr larger d7ens Of st 9Uolirro a toip with one rowe of stitch at a distance of I minnI or lt to on-nsos of thk gtandard, the defiit4ns corp3ena4lotg ll ht for ids.ehecoinpr f the boot"esin t' 20Sit) 199 s,hall appiv-lro-c ro\v edge hise~ along the 1,Ip edge. tnot hital be turtied over to withlin 15 mm at thec toP

-4 M~~~~M F~~~(TUR1NG TECHNIQUES ~~~~~~~~~~ Cl-icking fIprCmocisct cedin II mmr In width. In case cap is thick, of quarter hackl'eg so as to fr u op4 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~h;trr! a.itd rough. give I$ to 20 torn %idt: bevel

ompuneitis ~~~~~~~~~~~~~~~~~~~hcIkn, ctp'iit,aordte.te etirs -- eiht tIfie lasting edge to mraketh 4.12.4 Full Below Tontgue toQurrL.,.l- .aotoo ret ot the safety oot or shoe t hckite .1 req at etttettt a- gireluirt Ln it ir t lasili, eats'

L.! ornon' ito ilicte qf.s bo r ourr-n ~ 18 at l:Ie'at Slg ar sh Stitch two rows of seamis alottg ihe quarterw i, w, dckn~~.reu;rrriniia- par COtiOs ,14 s 98 P 4~9.4 1ountiir ftieing joint to the full below torigue, 2 cns apar't

' TDclt of IS 19389k Pa.ict I 1: 196 cutone.c. sehul,. Ciickeni t he compoitCnt,. Fros-c I 12 mint underlav skiving alongh the odbitg3 m kayfriI. lI9 I P'tn2 lIth. fltckneii, require:- M1aint&rt regulariti .and uniforitiits or~ out .. CiIl sf he dtieeria~'fn lerits mriotnitrro thickne,s hav-e . ed-gefth.cuner

b-.-i 90-~bd11 It esscn!1L%l tilat the thitck. 4.6 Clicking of Lining Coruponents 41)1 Bark StrnP4.25QatrtoVm

as'.'~~' bed i.e various C'IOtpl'aeitts are I hi. --aol- o- ~~~~~~ renet lien itt0 P1CC e for i e,Itietpot'CC- St ItiorceiSinnchrtwsorow f sfootsnalonng quarter kisine tofi-s' -,, -i rder to maniajtin Lhe in"S' of~ ilte CiiCk Imp linintc fr.,itt 'suing le~ather inlL aeIf. u'i, u-c aktpls. 'd trl S ~ jit'il h ao jtisaat he

boot o- slit-- ~~~~~~~~~~~~~~~~~dancie Nval h 1 ,., -1 t abeIo huh-c lc qutrtae length toep rtdit-g Artt 01CC th 3 oirnt apot. ttitis thrpI i"n aparg 2r tihe,a ' I)cst"n~~~~~~~~~~~~~~~~~~~~~~~~~~a1Tbl~ILl''n

IS999 1 Pai"IrtI th PrlOc,I a- StLed Pa, 2 sIrl be pr-,".1

'd'. t,tsriv fcttn ilte eilue.hall b-i ank.e high iii dtrbylowIn.rni he i t u,Sae .

0 ,-.,'.~~ 'nIl hr ook.e itiglt or derby pattern Click t;)nLtl Ii f.iot~l'lteeojeiq.oi41119'' cti 16£l- -iotell vamp anl shall be toade-iri cioi,' shall he c1 ~~rrighecdI12i Eesc'Fiin

Ino ~* it't lh,it bc 'If dv eel' 4, i t-opae' li Si.ne NMark,in" i.- I:.e il. CL-t I o3ats cc -h the F; u.t es clets foti boor- nr o0ur 01)IWL' !,1 ;!'- 1'ei's ir .o-s. its iptec;fiel h 1tsticO.ae itec aiig2 qa paIttig ar.,l .tti

4,16 1 :1 ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~I01 clIiiiotret N,a:ttttlu[ itr1rs i o eytele hatll hr it .J

ditciilo.~ i 4.16 ito1-ri-~r '.i,-.li lie ee-I setdt s-nor titl~i Sr.itlr; t ito st~l,', ittttsrlr_ I I ititcr lriiteliit 2i Mill re0l bO026 Jndt1fit boot .rtd IS 1t-lltil -i-ti're :i ele o -tri Lotu .ieit.. dhal e dolheu% 55, lilt itile -OP heyelet stact be1 ntSr tdIll.' fr,-III

istI koets re teca r.Lt' mork the ede,nilillri.l,,tctc -.1,c.n' h ltiitti

2liS 969 P Iart 2 r 69f. she facigeeatauifnidsatt

Febtruarv 203

Tiirrill Nadu Road Sector ProjecT ~~~~~~~~~~~~~~~~~~~~~~~~~~~~Appendices to Environme.taI Malniagemient Plan TfNRSP 03

i'll' ~ ~ ~ ~~~~~~.. i - - ~ t- le i 1

'450 A41 tl.'l flinlitdiiti ti a l t lc'ip 17. I:

IL~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I

I IIliigl-ni, (onq" III Elit;rii,, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~ro. I

it, i:,1~ ~ ~ ~ ~ ~ ~ ~~~~~~~t.''isi

JC_ M,ul~~~~~~~~~~~~~~~~~~~~~ IL, 1~0.1'0 41' ll4104101>' ItO '" l11r'a11. j B~~~~~~~~~~~~~~~~~~~~~~~~~~o~~~ sho, tat/i r;daht'r sIte~~~~~~~~~~ an ct t:

'.4>40.. por. .14100,,' al tOl aO.41 .t'td poratanent Isparl, I . -'a 1.0,110 'a Co4d ee' slut bo unform nd smoth i ith 4' i mum re,t LIEt load h,'f'. i h l'. 1*~ 0~ :~lpOrO-IlSnu 40 .1. i. let44>4445 VOnC1 Of on tic ''. icd oe

't. t~~1111, ll h 1- Ilil1,z~j il" ' .. 1hi oe f,mm fli ccm rnt,ng preso. Th rubber s ol e unal 'itep rocooloementzF[ of the9 tta S prederihel C!! 9 11 1Pit IXI' 19, 411 I. L3 V44.'tr.'.t' Lt b scrl 'I boe d ro ttletzd Rhoutmidl toi 414

n te i sdzt N q stItFi:2i 13.Sai ;12 ' ISC CO[OU ( 1:f fili5 CI open!CC0OF f! ehnie hoth lc 'tih eho tst4441.014 144 1ttbl~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~' I of IS 1939 ( Part I ) : 19144ii I1 n J i~ ~1 llild l -obtvia ii'l1l -e A pllIt [In I~ ,(i

S 90) ar 14.ig- ,oa a916. inooAttiaclfil hm ai, hht 9hatk .- '5' reat,'I..1, .il4s.i0e.-4l nd pthread ane po dcried inp IS 191 acIt, L : 9Ctit dgei liiii bc nifor and mood 4.16t La vin anm Mb;;aking load41 i.nt 14111.tharp0 lIreat1.rlC a'. i,her a td d !,IS 1919. P r-t 2I! 196 Ntm ro it-*he

4.13,3.2Shf'.'te 411 alt'lteOS :tltit atltal .e eti,t f the -ank- c-tes undet shadl b Itzlto (1 pec dcimetre Loole L..ls ,Iflo.3p rein ponI,;lr the substnc Cof aiethe -h,61.tltImr i ra'eotLz. h 1 40tni t nvhe 014 trinim-dm.kEnsure tlltLt the atthn g th rea ids sal beA Aprcic tcured.iut

L ~ I 'o et hrda1.1 O ass141 thire t4cl-1 .d .-- end dosn A xed beyon Im otoIS 20 ntnt bevel shove may be puovided a on ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~We ptlelp~ ine itcva. li rbersoc halbctuk '

the33 1o p eliee 0 f the' coniPeterilso thtteitk in:oe U C CiS mmL lncc h in: ho ie- of minour threadm [tinc It 1 h4 4455.11. 4.1h. leatertmiddlet seoljhe and thu Lutfter re 9tirerio's 44 hO .11.0 1 lIn 04040tItan mm. Te oabluctii'1i5Itt ltc shape ir f sinip,1r dith the last e etigpes herbe oL hl Le

Spl00 of 2ah5 mhtirn acui widthnSt ct thi-. r h e nial rel~ t,a ,7 ;,k vfii,,- brae securely stitced and the d istan e soetet the4.3n .i:odant It th reep irationfiicki 4.16'.2CIt Stjieir lSi'tltI 'p>I I o. tp'.i e0,4"a h lr-at 10he w eesssalb itmr hn 2 hin Table I of IS 1939 ( Part I 19so and I S I ~~~~740.1 t I S9' tI Ptdso I'h2 I 94S6k. op1 tar.hsonelsibesh tlebe olne itt chrms' al roun at

ttte1.'105 dtil he featheed all roundIteittl 4.on Laeabsting and shalln be eveny applid ott or141 thapt athe tieb srfaend adI s 1rws 9hal Penerate throg thmer 0440 sti10h

widt1of3mmadt.adpho2wotido prpit placevn the losed pper.itla: 'pt-hirt tnrr1 ldttce oftrespioof oths I da sihallbet,protrudine.deier.Uociistlto'.Otai thIckness of ihe tnnole. Feath 1rin Alahm n 1f1.'-eo; ai hilt. ti .h o thi rL~n tofker lit. Ensurlet via m hetal iigthed hllb rprl eu

Dehenlihe tupoan atthagl ofstnc ofrsmaey45.417Dathead atng14 1att" lite'neSIt.41.?S'o er . nl o 9

'174r'41 1

It Ltes ehail be grotnoved L( opnmht.Thl zisa to idos of til-c ape afnd 1'4r wih plOt he ,\trsec n tt ils h sneslatbiktit=lIi .0 ge l'of thesi4 eie11il 014 '14v44 I ak f hebrhe ho.outterol0111 :sole . ' 44II h515s.I i'l be is olcit trn .tt ldloultcIc.ll edrounb l.ttdowit o hi

2 14114 iloeta 'ISo e 'ooe solil be 12 a. Irite. dticn' t'4ii' ixcks',r' on shall , b, trti'. mcd 4,. 4A17_l 401.1si:. parp..to.th r.tate.s helis htot. 'Jt 11't 41'

4.16.2 SitffienersInsertion in Uppe,I h, 01,l at11 ifie F Inr 14ri isd e 124414 ptwop 1'scrtew hatt be0 nof in ppr t th nd ad5 c 5It to4.13.3.3 Irvo morep a1.n f th 4i4l i t'Phnkwio'a: rvngshl'' dn tn0or. al ond1,iSi.f'crest +5'5.al b 'e ren cc ihahr setn fz.1. 1o ho i a.rthitd 4.' Idr mnrisota ltdestazice 0af titfettIera. ftrontIl~s ta cdis,ttAll

Invc hilb 7ahre l o n .i.t'y0on'.u4 dhciCc0ad hibntvei aple .1i;: iln 'tht thd e 'flle o Lhraci h e fcr lews a sh alll henet a 'te nehdug t~ph'rie 110 li,lis 2h5c Tm bhe o fe ther ting ~ m ay It do s o aI Lti'e clidp bef o rsc'' polite nin ' io.ciaplC at;td tall,54414114 , Lit.r'.i atd fiiartvt .1or the amidd1c4c11 quppertaesteLIfo'l margin a .ipL.i.r

ki>tl l'f 3 54m '.nd 1 t e a I de the of44 iwo third 14f appropriate pl1c. 'ind h , Silur 4d upter Cp .- z'1'' Intr 14uce f ite- pro a cloth i rl wthoul Ct teprotratuding.t;te tt'Ifi Loit: I::al tikes' ' i he o t ifsohe. Feitliera'it' I i . .. e. tageto oto ,' i,~ h, i, Ih, f.. r tken r,i,s flic helupt'rn:try .ltpl t014r.44 as Ipue no'l''1 5'

,halbe e oe altl ot hei a let' 41144 ap 1 intemlyt 45.l l 'to17 .D afoilg and La-sting takIlnt tl( ' li e .il .'l I vl 44144.l17.7i j,ack.tS pp g o R r

lo-,I~ bai c lghTy nufed n te rai sil 3 Plc4pe nzelS ndVV iefriO Hi

4.33. W, han/tn FieEbpo inrGuascodrnItl'd2uQ,t 41.QLwa,St?

Appendices to Environmental Management plan TNPISP 03Tamil Nadu Road Sector Project

a ..- ~1C C.. I-. et''..l I' .t: ..t .... ~ at ItEtGIIUcNILNTS I ('ACKINC AND VIAR-lNG

ti h. e h1'w' PlctI -4,1110 ll-U,J1l tr t!c s2i -

'I

I Ic:

br

lit tcetl 0 1 s-I n

11-1~ ~ ~ ~~I 08t-tt 5 1i 11. LI

'e A ,Ialh l lil~. itma, ~ l Ith I S eath l IS 119( at CcItT eec ;-tn etc tihLani oa soir trirtann itlte a eIepr rts oe unttTa

P.,,,,c - 1 ls Tati 's n tIpI pra c ix i des ree.i b tIte ka pu~` eha cc ri ;t L;r-s'4.1 r. F int, cinge OT h:rtio I e eitrte oam ne I no jo I at tlt wi ISol jeti 9 n I Poni: Ii ot. as

PC pericear'to tte teeth-eredo!.JointbnI tIrdln 2 ajtocth.ie niast I to near ddh,inii4-atticit Sv le I-rim thin hho Iprmnet pae edgrvied. nOct,-ll.Ii nb

rittk. ota Ith irece bed p.e, Ibe In- ISPart

hole 15 e sh illb- coltr..hi Ict -I 51011-6 collTSar9 p11' ::t ej e t_ e.a; I ci0 trnit , tt ontt sotie tIcariljjr, ai b h pla cd st tt lrIa p td to piriit tct att tilt

1:1:11 ti.t.1 atIa t c 1st Irtined brtins p.tnne p. inn i h oejon oiin .vP 1icre Itiu ue e,6i l vIs a n,t12lIanc d bokat d itt 4 19 nacil ng tefr.al ,n ~j, vwit ct at I rae! Itt; Ire thirnt fineIad 2 ae ihe terp nan:11:1ptr.dc at iL, ''-tI ractltllerf hot -IaIf b potntdelhtlt I r:t

0i,IiDC CNe hal h ke)L -,(illent I,f Ict leterlce r trt cr ; Is

4.8 J1. 2 /1-/ / rt!t rithh. r BoltotS/te tt/ a th I Tli IS 989 ( Part 2 i . M hS ihn5i IS- I -J$/.I ItCP 51 1 art I) cac6. b.. ah anlt -li.toe-ul o, ~Solre. laty h,lt to sonrd fnt t ott ctitt ttI be pl ros Oct

1fir lb pairtcd cOn p tlac t

te1wi." o 4e etrimmingftiail cotrlei on carred -- peaanc ttl iIs . Itt c t heet Nat.- / f litLt r gsiv vpiee . I Itell betIthC tuitd l adlt e 5 0111,J, tare i

whcltrs Lna. icit ol n pecit icsl r tier tu theqlr; cti.1ll Ii ed e Eactra l;'OT sttr oastl hall beIa11 ro ine Iit e i ratt t

I ''~titt. Ic nIt5, te Is c~ roo U I tC 11~C L. f cltartog let het ia c fIIes ti Fdibr4 bo at n:ttuac ar4115 12 stall!EAz d-imi ng' to., Baritattitt wI-ah ribenrin IScc 19tea Part It .113 trrs e O n

li . I trorltei alhitlrp bensoued t.mac fitte 4,0upp e ra tInce oa Itittt 0c 1tlI.-d Wokmnsi

'lScre ',,i ~Ctt ne tiper .aloftcu th tol and t~~iea purchatsper.e;jj:di :emalu

ed~~_e all round the heel. ~~~~~~~acttjrnlg FliallUaInC Ille f CjUr-~ ~ ~ ~~~~4~~ 1 83 Si,k a,~~j lk~~-l r, urin,!,, and Wax,,?19 General Ivorkrn.Arl~~~~~~hip in .111 oiller rc~~~, eebruary

200liwSo v!hLwe Sl e ,e niemalj ir lcbct

T'' I111.11( 4d -I

I I 4,l'1 1 'P """' 2"I _,_I'

_._ ''|t'}l _ l _ ~ C>' IIIII ,1I2 IC 4t1 1|11e

II, I (I- 1.14 ,,,,,ltl- S- I'll 14111112j '.4 _

_ . H *Lt tl41%I sIsMIII,, f9 .. ... -

,,I '.I| V1,,'! ] .10 .'. I_

1 j -ki )C 'p- ....... 'I rtEttm

Noll 9-11'. GSCc-11t1,9l;vlszl

2 _______ I41 13 u1 LI CC , ,.,,,111 31 r ; 11 4

-___ [ _____ _____ _ 7S41| N 11 C . I.4 1 [ 1i. 1,1 -' 44 7 L1.pIj I 11Sl

_1 I [I 11J1 1 -SN *U0j14 s 1q 0 4' 1" " sp j:'p1d

_1 D141JM LI11.1L_ , | s-r>il \CI] .<lr;E _ >TU14- 1'L ~ "jJL , I 1 III:U)JL

__ Lj II ..1 LI i Il I I I 1 ,1 '"Ja'3IIIl ~ \ I zI 'Al I 11t )U"-""" 1 1( I]Y; 1 1L

''t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ' L t4St"'l'11tR*t,,,

L.~~~~~~~~~~~~~~~~~~ s __ __ .tpoq.1rt$:lC s=m[7 i -d j - ;] 1. -'''p"" Ispt

lsi[ ('Cad a Road Sector Prolect Appendices to Etnironmeitl Mlainagemnti Plan T\RSP 03

Appendix 3.9: Noise mitigation options, selection criteria and locations Table 3.9.1 Sensitive receptors identified for Noise mitigation

identified for mitigationOisr.iocr form

Si No Lin,k Chainga Diretio Remrks

NOISE MITIGATION OPTIONS [l No j C/L (mlRoI orsl[in.,>. ld 1',ri,i.nllm S; 1c-1's5. 51i .re 21 ScR, ,.,1 (Nllmiaseikai)

[lhe noise attenuarioni can be worked out b- the adoption of rhe following ty pes of noise barricrs K., l ..v,,.d>i lt siL-ku

* l'hysical b triers in rthc form of ssalls, scrcen etc 2 3; s.5; 50 I | 5 .ah.,I.l ''UtSl,)

* Strticticra miodifications at the receptor locations, in the form of prov isions of double-glazintg r.riadsu 1' i'....tii..... r _ _ _

* Rearrangement Of thLe senssiti-e locatoLns, through elatger in thc internal pla [no tog whetre K_ __ ad 6I lrirain i|r1 iS.r .4eu,aIIt l imi

possible F K hisia.a idi aI' I'i.rr.or; Cs Ci.'' I.tfi 15 k0'h- l gd .iii.ri;

* Earthen bcrins betveen the highrvav anid the receptor and, L I i .\r.Iase,o

* Vcgetative barriers inthe form of tlick screen of vegetation etc | IX .iiior.tritaioais. rairr C;½i,i.4.ii st .r 25 Iril'1I i

An evaluation of rte various noise barrier n-pes hase been made and based on their suitabhilo aird exrend of _ _ _ _ _

nioise attenuaion, to realistically work our the feasible measures that can be implemented for the prolect

SpeclEic rn.easures for the niligation of noise have been worked out for se-eral locauons

Physical Barriers: Provision of a physical barrier shall attenuate noise levels upto a mammum of 20dB(A)

As they do not requure any large spaces, dtey can be easilv constructed Mlarerial of construction of these

walls can be bricks, plain cement concrete of foam concrete UniLke the first tvo materials, foam concrete isa cusrom-desigsaed nux, much hghter than concrete and available in modular compolnents These can be

erected on site as per the shieldmg length required However the provision of such barriers for the esiure

length of the settlement hat niot been proposed duc to the following

* The high cost involved in the construcnon of such barriers.

* The presence of such a barrier serves the communit on either side of the highway, preventing

crossroad access and causes a visual blight.

* The barrier facilities opportunistic encroachment for urban squatters The availability of a

free wall on a public land encourages the squatters to erect structures within the RoW'

Earthem Berms Earthern berms, though they require a large arcea, can effectively reduce the noise levels

upto 23dB(A) Earthen berms require a much larger base area since the angle of repose of the matenal used

for the berm governs the height it can be raised to Such a large area is not available along urban setdements

or congested stretches of road.

Vegetation Barriers : The provision of vegetatve barriers for attenuation of noise levels can reduce the

sound level by l0dB(A) the vegetative barriers, sTmilar to earthern berms, require a considerable area, and

for the attenuation of l0dB(A), require a barrier of depth 40m. Such land acquisition will result in

considerable social disruption and loss of livelihood of the various communities.

Other measures . This shall involve the introduction of the barrier to absorb rhe incoming sound waves

completel and not alloxv anY diffracted or reflected waves to reach the receptor Other measures Cor noise

levels reducuon at die sensiti-e receptors as the struciural modificatuons or change in the intcernal la-out of

these locations will call in for a consultauon with the comMUivly and incorporanon of their perceptions on

ahe proposed acdons

Sensitive receptors selected based on the existing noise levels as possible candidates for noise mitigation in

construcuon or operation stages are presented in che Table 3.9 1.

1 7ebruan 2003

Appendix 3.10: Cultural Properties Management Plan for TNRSP 03 -acecil grovesParc sctedetred In`mF1jrncasesnam,etiapls/shattemplcthercentral featurerr2reoutadedc b, rstrnb,r oftrees lIahrtrees at somne placer are -er- 'lid taud :Lisr cotisdICrcCId aFrcrilay dtc- Fara IOC1 DCopI It ltibaer cas-rp inds/ t.ttks are ti Utad ii rIOSe rt'Ctttlt O FIl Fr pros Stomte tut-,ina siactes Irea iio the areat and it a test rare

CULTUIRAL RESOURCES IN THE PROJECT CONTEXT t01c11laoerav, ian spece,e htave blent chsctr,d 'Fear rotat of tiar prim NRSP 13 itas orait rote sacrediarote that exists -crv ciore to ithe c,rirtil- (1 Flai 3 10fi3) However, notne of the sacred groves tire

Ctirertet re-iFtirre 'Ft FII Fr aOI cCt r(A aic stcitcdi Fur the ImtpaFctr rite pjirtcirr ~ikekcivD ta istt \VFOIFF. 0 pet impacted.

Ilf CUILWl r-ILICC21 11 IZ1gl1LL,1 .\ncitroiri_ralt11lMsga ri-_Table 3.10.3: Sacred Groves along Upgradlation Corridors in TNRSP 03trer e ' !& finn d- [3 rcci imtpacrt ot tkh 7i p FFIICi. ticC ItitttF e'F ri tr i rtIII-F7ri F1itcCrtCr itavttIr otls Uj 1,FrI tigsa. FF tt ttr

FiFe1

titirl that1 te rWitltitnt tlt 0' rtdLIlot lnt j I F Ct A9 ttot.t 4 15 retir.tet Piiip1crttes ai ttrel .C-ldiiiFIg titit Ni.Ci,ner Ri r

Lijagradit tIFtt -.tcdki SDetairitt tfcic Ftap,Fct, Attn FaF-ctatell - teFrFc rc prrttFter IIt thieI'lL

CAcIFiFFS i, iFsece trFft cit it \trhclaiti-Fcai FtFotFtiuftfttr lFr racred s'r-tF ar Itlet,it' p cF

Religious Centres

tradcttit,1 arsplite CrO III tte reiltgtratt in rit. t tte -Sav .Vais,,avisirt. Chrtsrtanitt-_ isiq,art.td Ilaittoutti lt

trt-tts aiottg, titl pri 'tee roadCS IralsC'Ft ton ntC tite rpstil1.r iselltes Firgure .3 10I sod T,ia1c 3 '3 - I Sitttt rite APPROACH TO MINIMISING / AVOIDING IMPACTS ON CULTURAL RESOURCESimtpor rcliptourL stten FIt tliti tictin7 0 of tiar L.pgradattits Corridors

Table 3.10.1: Religious Centers alonig Upgradation Corridors in TNRSP 03 lmnp.tcts ott custunral properties are a,oided at sevecral locatoios tharough clinatge 'in the Creoss Sectont, clrhagcs

itt the cr,trs radius The desigia rotastideted cisatiges on ai case-to-ease hasts to hare east impact ott CtiLITacai

No Na CentrieReChaous Neares Settlemet District properties H1Wlosere c.ultural properrtes eithier to part or Int st-hole are b3eing affected, as changes to desigitNo Centre Chainage Settlement ~~~~~~~~~~~~~~~~~~~~~and aitignicatittat such secuions svere not feasible The CULEUrait properties arfectedl Foritde Sttaii temlples an)d

t Kaif resittas 31 empl~e S aa.tttnt Ng 1 ata Shinruer. w~hichitre ota1v of loral significainre

2 kisiagraha ei l r Dev, iamnarrat Ramanttaisa ftnen3 Valiridumurgi iemtpie 703 Rtitalaacrn Ritiah tai IMFPACTS ON CULTURAL RESOURCES

S_ource E[S Cor 'L'~~~~~~.rrhetn Corridor, Mirch ~~~~~~A LtiOtalo 15 CUltUral properties are affected all Flung the oppradaurtn corrtdors Most of them aire thrmes

aod at feir- places titer are assoriated svith a tree Sonice of the temple. ohich is renr close to carriageway. is

Cultural Heritage Sites fully- Impacted Fear properties lost their boundary avali ot somae pa)rt of it. The lists of ruch propecracs are- giv-en in Table 3 10 4

Timid Nails11 ftar aCe rUIrUra1l heritage and the COrrLdot passes neat nlmancriet and structLires of religious. Table 3.10.4: List of Affected Cultural Properties along Upgradationi Corridors

ltistortcai, atad/or CiltiUruFl signiflcance 'the loration ol iteritage alotng rite crritcidlor LS sio0rti FIt i- ,gLre

3 10 2- Flosresec. tliis corridor is doer nor hare manyv iterltage site Else imnportant otte imnoog all is 9 Sd f- -l_LD-trSed:hupath,r Palace (Tabale 3 102)N.Ch-

Table 3.10.2: Cultural Heritage Sites along Upgradation Corridors in TNRSP 03 F .FiiiiFtiits Osi 5 J i t5isP tii,srrttFt

HeriNearestet Nearest Settlement District a1 itnittisa4 Piij i~m, F4tiiFiiri OF 5 a' ' - KN o Heia e St hainat e _ _ _ _ _ _ _ _ _ _ _ _

I Sels slir Pialace 65 Rarrelriatiiapturain 1~,rniriratsiapurrnm I intiaFiiii5iiirr t.tiiii SGF.1L FrciIiiitttiis

A rcliaeological M onu ent __ ____ ___ ___ __ 2 1_____ ______ ____R_ _____

There are tv, arciac,it siptal mistatnLIa teats t,XsL rIO- tri tite Cotelidor l-lrtsCes er theC fatuJOUs lRa,tcits-ratam 41_Itetinple lies at .t dirtaitre of approstiiatarel 50 kitn froit ~.titnantialtapsUrarat fl,,1,l 19 ____________.

Sacred Groves I )

In everyvllg it 'lariatl NadsI tlitre is a potnd or tatak wsthl a slarittc siF its baniks (Kiti1 wirir reflrtxit&tr.

1997) Netrias is, : grove rif trees. 'ac penshap, a sitiagic atactetit tree In inane vtfll:ges alotag thie Ctt,ridor,

ts,-d',F .i grei i iiiia t-- p k,ir1,o 1 e. isFiiiiFli-rl -.t i-, u F -l -Cptircet ,iiii 4 sic ii..ciFiFn-

NW\

lamul Nadu Road Sector Project Appendices to Enavironmearal lanagement Plan TNRSP 03

ji&ATAJA'A CHIVOABARAM 7 ~I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _ A: -etA1im'. I I ½.5N-

!4AUUKKADAIEGUR .T / -.

1 ' NAGAA--NAM /

R -SAMANGAPANI i > T-2

r~~~ * ,S, . >; I ,___~~~~~~Ii r 5'A :Cgrvz

,A*_' ;.AVRoHAN TE 7N A / -E

, z,_,,,,. ,,"zaDUn4CCURH 4< > 'PATAADS tCD ...........................H... UjC. J.... -DJ5OitA 7- 5 AAAIA /S-lIDAIL wAN RCs-GA;N[

Uta t5~ LtGA -E:LDIsC5 S ARMWNI LA

A X T IVAP>^t RKOVIX =, d lf o r AR. ATNL5Cl KT, , T ER

SIVAGANC ,s* UR PALS

\ \ \ W 1 JY~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ /TIUASLA, t VAOURA PE 555351 <Ass A

rl # | P ~~~~~RAMANATHAP RAM iNAVAGRlAIAT r_C2 + Z

AVIS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I

A PERAM&~~~RM

- sss (S,A ' - AI TFHN PA'LACE. RAMANATHPURAM

eill rtpu uE>R tn I ~~~~~~~~~~~~~~~~~~~9 A~~AMANATI PURA

(TY-ICtJN 5y,rYdU / L ADYOFTHEtSNowrc TU71CORIN

TUTFC IN

<3 7 / , \ uOLD DUT~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~CH CEVYFRY. TUTICORiNALAMASIYASWAAI a 4 . IO

-- 5~ ~ ~ ~ ~

SCAE ot xo 20 2s ^asw LEGEND s RELGIOUS--1vCE LEGEND:

N N PIQJCA5LIL ISRIT TA5UCORRtCt P 3DOR "NcASILINE RROU.CH5- GaRRC.osHLNASIL HERITAGE STE

FlP.rI3RF _ in 1 DISICT BCUAI A * DISTRICT eL'AN)OSTER FTAI IRF -_A 1 7 DISTRCT BAUNDARN * CISTRICT HEADOt ARUER

RELIGIOUS SITES MAP: EASTERN CORRIDOR .NA OAL AICHWAY - ALJA HtAD5LA5T- HERITAGE MAP: EASTERN CORRIDOR NATIONAL nlSHWAY U rALu- HEADQUARCER

February 2003:

- i I \ i, r,Id l' it- l'Irlrcta AelvilidICtr iro "rarui icirri S irirrgr mer- , 1d Plai IN ISIp I

STUDY NIETHODOLOGY

CXIT-saiIltalo \Idlth tin CeniLissnnlae, anrd [ie variooi rarkei holdcrs iiiluding ile Gm-vcrlirstil iii d NI'it-

rioicrilm) trl i.rg.misttionV nilr rg rire pa -uciet road>l 11: er ICcrI C-IdiLl(et .I5 as tsitegral part F- ire projectprepira non I- m -other islC propertics rave,: b'ci catcgoriied Iilto di ffceiciri r-paS bIJsed o' their ilagc. 0nCI-

1

irpori aice .1ra111 i rlie5crl sgrifti:oncc Bi taking Iirtin C"i[risni-:1rt`1ii Qt LIiOC suIteC somisi o rise propiterricihnace becii takeii for ciihancecictirtI

CONSUl,TAI'ION PROCESS

Carnisisaraisits Cua5Li ta,soil.OrS{ Sin d o ictr:iken to maike sisblrccI- -ircel facrn, that cerlTiiri d 1ititi risc

iiim rciaip s i lie iti t[lie loc.11 peinpie Aklso Ir CIne Larnel rIlI - kzsi ttile nIseiciatieiai/disreai

slrinliicalre 1II dlr1ii-eIii'i s %iis tseC rodCii Crtai-.tiiii arid getiei riaeil i b,rl%rst or frnise sit> use1

>iretnt1c1s

- hc ceinsilt:ifrl-ni 1iroCes> iticteice thlec s%rico -CLttiiral aisitanl alld sipccificaiii addresscd ai-Lle il i t- rise

coistiiaoi.rrs cin bh.r o te bischir sLat If It 11e1 Ciiliit-llfIIII)5S \ere licld it rncal (Conruiuiri1-n;m) I" e IThe

objective ot rtic c,'Iiililitrioen wras Lo irininiree riisc ru i ig:s,c inilac:rC III ilc proflct Cii di-r iried tlielr

in olcieitsir In1 tlir eiii:siiceiricllts pri ce-- 1hlic process Furthcer tried to idetiutv rif id n->c>- nll majiir

econo)mic rid srcluiiogrcsl ciaractecietics of the erliage tra ersblc cffectic ptn isisisg arid irpierasersto ois

Duriaig thic proicess r fforn l-cere miade to accerrari t[is-' views ard prefercnccs of rie peopie I *'lc co,lciuliarion

program Lirciurie thic fill0oX-arg

* Ni lanagemaest Corsmmittee of lise Cultur ral Pca operccc

* Priest/ other head of the propertv

* ' .'1. IP.a Eclh:1Iait

* Local \ionsr1tarre Organisationas

Tise Qrestionriaire niied for dlocmeLraiHIg the ctMiUairLarr coniltsflirts s carried our at thic cish:lircrmeont

locations is prrcnced hiere

I -e,iirvi- 2011)3

Tritol Nadu Road Sector Project Appendices to Enviroenmental fanagement Plan TNRSP 03

Others (P'lease specify)

QUESTIONNMIRE FOR ENHANCEMENT LOCATIONSOtes(laepci, Effect on the property (Probable Loss): Give a bref note

Details of the Enhancement Proposed: Give a brief description

GENERAL INFORMATIONSpace for Photograph of the COMMUNITY CONSULTATION

site to be enhancedName of the Enhancement Site.

Package __________________________ Approximate age of the Property (Years):

Number of people daily use the structure:

Chainage. To______________ Any Festival held: Season (nMonth), Tume and Nunmber of people gatherChaimage.

Direction/Side __________________North/ Sooth/East/West) With Respect to Road Importance of the Festival (if any): Give a bnef descnption

\W/idth of avaalabte RoW (in) Involvement of the Community:

Width of the Carriageway (mn) How best the community will get benefit out of the enhancement (gve a bnef description)Distance of the structurnageway from)esting ceiiterline of teroadmI How best the commuraty can manage the property after enhanicement (give a brief descrption)

Distance of the structure from exisong centerhane of the road (in):

Type of Enhancement Proposed: (A) Specific (B) GenenrcWillingness for Participation:Willingness only

SPECIFIC INFORMATION Willangness + Labour Contrbution

Willingness + Labour +Financial corirrbunonType of Property: (Tick any of the followings) Wtnns aor+iaca otbto

Proposed Enhancement materials locally available:Temple

Shrine OTHER INFORMATION

Pond

Combination of any of the above said properties If in case of water body is present fumish the following details:

Name of Water Body, Chainage / Distance from CW / Package/Side of RoadName of the nearest settlement: _______________

Name and Distance of Nearest Settlement, Significance such as frequency of use, local importance etc,Existing Use e.g. dnnking/washing/etc

Approximate Area (Sq. m.):Whether Water Polluuon is beuig caused by activities of the settlement

Importance of the Structure: (Tick any one of the followings) Details of seasonal farx/festval/cnngreganon held, if any

Social Importance Proposed enhancement materials locally available.

Historical Importance

Rehgious Structure Quality of Water based on visual observations e.g. Presence of algae/color of water etc.

Architectural Importance Vacant land availablity on all sides of Pond especally, towards roadside.

Others (Please Specify)Possiblitv of Developig it as a Rest Area with/Provision for Parking Facihty

Ownership of the property:

Community

Vlllage Panchayat

Trust (HRCE)

Pnvate

February 2003

Tamil Nadu Road Sector Project App-nrlices to E.vironmental anlanagement Plan TNRSP 03

users Poor condition of some histoncal structures was a constramit in selectng sites for enhancement Such

MITIGATION / ENHANCEMENT DESIGNS sites tough having high hisroncal values exist in a vets bad physical condition. At such places enhancementmeasures have no meaning wvithout restoring the main structure, which is beyond the scope of the

Environmental Enhancement has been referred to as the positive actlons to be taken up duniig the enhancement works.

implementation of the project for the benefit of the road users and the comenunites hving along the ProjectCorndorThe enhancements should be carned out with the following objectives IMPACTS ON CULTURAL PROPERTIES

* To enhance the appeal and environmental quality of the project corridor to its users Impact on Religious and Historic Sites

* To enhance visual quality along the highxvay, and The conservation of sites of cultural, hentage and rehglous significance in Tamil Nadu depends on visits by

* To generate goodwill amongst the local community towards the project, by the enhancement of pdlgnms and tounsts to provide the necessary funds. The upgradung of Corridors will be beneficial to

common property resources. conservation of the many histonc and relgious sites on or near the Corndors by improving accessibility and

TNRSP 03 passes through very few sires of rehgious, histoncal, and/or cultural significance. Only one thereforethenumberofvisitors.stretch is close to a sacred groves, i e. Kattumavadi - S.P Pattinam Hcre in sacred grove temple/shnne is Construction stage

the central feature surrounded by number of trees. Potential impacts on relglous and histonc sites during the construction stage relate to the possibihty for

ENHANCEMENT GUIDELINES OF CULTURAL PROPERTIES physical damage to occur to structures located close to the road works. Implementation of mitigationmeasures should ensure that no permanent damage is caused to such structures

Guidelines for Enhancement Operation stage

In the longer teens, the constructon of the three bypasses along the Eastern Corridor will make a direct

* The proposed design should provide a suitable paved area around in front of the cultural property contnbution to the conservaton of monuments in congested towns such as Ramanathapuram etc. by

* Searing arrangement if required, should be incorporated preferably around existing shade trees, the removing a lot of the through traffic.

typical tree seating drawings can be referred. Impact on Sacred Groves

* All the proposed micro arrangements should be form a comprehensive harmonius design scheme

* Proper signage/use of hazard marker etc should be provided on basis of the location of the The significance of these sites in religious, aesthetic as well as ecological terms has been taken mnto account

property. in the design of the road upgrade. No sacred groves along the package is affected by means of land uptake.

* Suitable materials requiring minimum/no maintenance should be used. Homogeneity In use ofmaterial should be preferred along the package. MITIGATION MEASURES/ENHANCEMENT FOR CULTURAL PROPERTIES

* The location should be reviewed from pomt of user safety too. Accordingly, crash barrier,railing/hazard master Zebra crossing should be proposed if significant people are observed to The sites identified as suitable for enhancements along the TNRSP corridors can be classified into three

cross the road to use the property. broad categories on the basis of values attached with them. These include the cultural sites having only

* The enhancement designs should if possible try to restnct spread to future encroachment of the religious value, those having both the religious as we as historical value and those having only historicalproperty towards the roadside for e.g. values. Of the above-mentioned three categories the second one has been given prime importance in the

-Proposing an introverted design enhancement proposals.

-Buffer of brick lining towards roadside Design Concepts - Overview

-Redirecting the access from side

* If the cultural property is in conjunction with for on edge of a water body, the interfere between consultauons were carned out on enas o n the sugget ions given by the people Extens ivedd eau

the steps too should be enhanced such as providing access to the pond from the temple or a of the structure, importance for the local people, religious significance, historical Importance, the size of the

viewing space/terrace and the edge. population using it, suggestions for enhancements, willingness of people to partinpate, etc. The site

* Tree if proposed should be selected on basis of availabilhty rate of growth shade value etc. observation also provided vital inputs in concept formulation. It provided the general infornmation about the

Eucalyptus trees are not to be proposed, except in waterlogged areas and at least 5-10 m away condition of the main structure and the surrounding, visibility of the enhancement site from the project

from road edge. road, the scenic beauty of the site as well as the surrounding area etc.

Criteria for Selection of Cultural PropertiesIn case rehgious places, the enhancements are suggested on the basis of the usage. For examnple paving is

The criterion for the selection of sites suitable for enhancement was based on four factors. Firstdy their suggested around the temple in most of the cases as people move around the temple. This ntual known as

importance for the local people secondly the rehgious significance, thurdly, the hustoncal importance and pradakrhzna is a conunon practice u most of the temples in Tamil Nadu. Similarly in mosques paving is

fourthly the scope for enhancements. The importance of the site for the local people as well as the historical proposed in front side where people pray on Fridays.

sigruficance was identified through extensive discussions with the local commuruty and general observationsof the sites and structures. The scope for enhancement included the possibilty of any further Improvement, The type of paving proposed vanes at different places within a site according to the use of spaces and their

availability of space for enhancements and the hkely benefits for the local commuruty as well as the road relative importance. For example the paving proposed in front of temple is different than that for approach

' Febmaary 2003

nit I N\ 4d d 5(R -II~ ,L,,1/i ,u I/LLI -\ p L IILIIL - "I I IIii1iii 11c ii \i i' Iitii Oi' -II Nj I,{<1 II

pa\Cillrflt dihich i- igtlii ii/itrenrt froie the pavineuit g xu/ch, SuIch Irrcrar-chr In Slic pining p/Itern I> The C IIlha I /ltellcl 'Itc, ax, ,'&ll ax, oilir exTprrrL Exit trod significani Iitc aIliu. -tu- ilcpclc corri-idor chlixtid l/L,

liiiliii micd cI x11 rhic crilrinmccrxxc i p rep isi prOV (tlcd i wth Ii PcI rpcr rgenagc

hii (i/chtl /iou pinces like rcimplc- ii x1 at.I11 dxtixuia xliiid thatch x 1[etc 1.rite [ILixxlc ru 4peoplc gath crs x ceklv Preparationi of Bills of QuantLiLiesIIV: 11IIIIt xlnitlr InLm L ,1r aenorxaciki r, IV uthu , 1-fun of x-II, pci pit..1 hr iced[i st1 IF p Ill x-cr C iii ri a,d ( -I II .IfL InIILIil

xxiii ned Icricrixic ~ ~ re-LI I xurnsmd c u ac-nIt (1(1/ Ptac I'or cxici of ilic dci xailcLI ciihaeICiccm ii duige. rid tli IC PiC ial droer~1,i T c p L1tiri e s xliill be caluraeIard forcccrx [trill riipri- cd

Ii Inix (xc dir E I-ruxi 1eiplr xirrr riiiiCrciicLl 3iiAl di te xx[O C thL p 'IC xlrtr i err/it CoM uLl xxII ildlxii eICC

hiLd lciicigirc~ 102Lliift 021d fOl such-1 IiL mplicmentation plan

eilxaixcurricir imc,u.it-r ircea-11ge-tcdl tii ciriplixxi/u iic pre•ctirc in ii ilpi ttr iixeliII rcbJgmi'ax i u II isteouxl relocating dLe~c taxur>, lost xill bcii III C01UrsLlItiLiiI WiiirxthuII ff(cric PLCOPIL: Lx leArc Potetlil L:2 tcrx-) lti le

pI.cc [he uiuruxLiics Incelude prxixIIurr01 of .mulC utci L irCIIx 5 xi IrSI LIuCi in tre texld prepui, x go .lrg I lIcac npielriciiteg NG0Is -A1I aucli Iprof Ilrr!CS iu1C it Lo rel cIcxtcd xc ri/ru [lc crneic.xcirncmnerOf the civil

MexaIi/Vex arc comxceccd III xuchl x xIva r a s to, r ticur Eiea rditcicru,1 r charxraccrr>lci anui ii hr cederlie or coin ittrIltiiti xxockx A tiretImlxClr f- relocairone of Cede rx: pu-opurtric lixs IxuctiPrpo, irheel ini thuhaistinric xignirficxixrc of (ic plxice inxiixeir i TIneUMV xCICLILIIrC Oif theC hA- i Inca C iC 17IUCCt aUIi/hii1cx c-ill bc retp Ixeribie err ccisric tr:ng aill sucl

affecteLd xxscrs anrd a fctteracositructiona tImer xxii xc haidecl ever to dlxe conricerned ageniecls / tclatittiiicii i tii

Tlicrc arc sites ./Iloag tlic prowccm crnrrmdor. xxIchlica htclirgh hi,torical IL-itiger irnc.xet arr iic cglccrcdl 1ihc lark maiunnncmxvAarcrxcs, .iixxia, iigte people anid negligence cxi tI/C part OF tli i1/toric> ix CIIex/lcr forex rI/c xi ri- x tmrC u

rlxcsc sirrurieres ELuhantrexnen tricxxxrrt fnr rhlacx~rcs/u xre proposecd ie surh a1 xxI1 .x to, Hi crcau Pubnlic The PfU ixas Ixoil t ii cccLxiii orpaixlca O/i/1 ilxxd HiAIcriruloril CRxiCxx/ bk [IxCrlcrtartio[x of x S,cicul

xxwareness, xxhxclx ixrn /i ttitiiii cead to COnISrrvxriora of tilieti t'LICtrtieS, lxi thxe coixCCr/icd aerixiriecs Dr-eloprixnre Sniii (SDL) tea crIuxrec effecrive inipleixxentaeio of RAP) MNaIiior~ing Ix-ol-es periodicchuecking te xscertain xvhcielier acovicux of npexnxlnxcnarion axre takoeg lplacc xccoroclirg to thie plan and x, per

TIc arites Ii acing gtntxd scenic cIII eand amxplc >pnue For px chresg xand s irtiuag are conxcci,cd ri p1 teixtial rlue tcaedeile uMonitotring xwll coxire phlirxLcl and financial coaxpoixueris Ir provtides tha c fedbtck ncci,axci

stopoveri Shadiiag and plcxaanr viuxcIs are cransidrced itiaporitainr ic h l placec Ihle Presenrce xf pirndu neat tee peroiect nasnagerexia to keep thec progranxmes on scbicdLrlc Eivaluatine is CssCIEnux1t a oLIMaxunag oIP

stopoiver is coisidcrcd preferabxhe as it Ot 0/ill- give a pleaxali t xx ilt alsoi proxirles rufres h/rng erolt Irading to proIject xsses slxenxt of xxlertxcr txe Imxplemnxextation acix-itirt acutmllr xchelxved ilxe ax menided alinx

brceee Thu intirtiduaxl spauct, textile/ng lxv' tlac rtx-gumeniir tif tia trad is Pxroposedl to be develiipcd LsTeupererto fteelqcmn elandscaped green xruxs co inaproex- rthu -ixtal quexoiIn of tlxe read Iree plantaxtitans ace silggcs rcd onrxi at ichese Ticmx lmi alnxo leelaexo e gatxiis i he the respxn,iisilarhr eC tlxe contarxctor uridrr thxe

places ivixec the local people aire xvillirng ro takecarae af the reel>, it [erintenaece of trees it n anjoxr ixtLIe tiprvitsion onf ithe Erigrieec lbhe Cornixl arranggeaerts Cor naianirenance dorting tde ptns construeoon srx-gcxxxll he firnahxed /n consoiltanirn xvrirh thet roienxt11lniot TIxe niodaoiex xvill be sudseqeenith wvorkcd our lx-

Enhancements Considered under TNRSP c he PIUlLi i coesionixe wixh rie conin-nIxnito,citidring thec Sccitied rerrainuirin- ronseltaxlons itrut arc to be

The Lxi of crhncernenxet stiex selected Under TNRSTa 03 is prescerted Ini Table 3 1/1 5 A itotil if 44 sitex tx-crce Lt o toaIgLleafCe LtLi-ipoete f ,as rpsd lq h I ,,I,ii aho

selected For xwhich spxecific erhanxiieiaernts detgige Ihrnxc bcen prcpared xiid 4 of- thxese s/icc li/c lorig thie the enhiaancierint lecatooas dLor/ng the Imaplemenratoni stage in, dutecixartc rhe efficacy of the cenharaceoxenrit ~ ~ ~ ~~~~-cite/ed oxii arid tixe CCITIMxixai ril- irisa non of clicl areaxTrNRSP 03 Apart froexi ihese 9 gceeric designs, were xlco prepared Triac ladle alto diotvs tihu ixpotitnrce of

Carla site xx-lamclx is eirlier sorcial (iiaclliCixgI redgiouc1 Imporattnice) or [ixstotic or bartha

Typical, enhancemtents details

iiiurIre/afl I,S7'13irIse' ic TiietFu~w PDrawiiag, No 20/12/73 12 1/Erac/di /54)

Chiain link f-cricrrig cxii Sc etcd racar cosruiiictionr Vamp i rxti an air otlaer locacxi/in/ ixetre x phi, icra IIarreir is

to xce providetdx/u mim.neingr[iac xisexl.1 link

Cariz,pounr It .r5

(Dr:ixi rg Nic 20/12 /73 1-21 /Ll/i/Ill/ a-hi

T%vou n-pci ii coiiixiu/it .x nlxs atrc dIccignicd. I r fiat ii1ecL 1iie, For tee 1pic IArnhcre bxothi the cimimrpeiird x llsarc di ffcr Ina uric ueigr x clcxi-n epect tix assciamtionraI it- ponrl

laixin1g (Drxxi iiig NSe iO2'/7 3 1I 2/11erv/1)I 1/ 55)

Different, II p,c Ct pail/ in barirk Ued con/e cxix be ixropiosed acccrotLiag Lii ilit ixclcxil Fthe rhoixie of pavinmgcOp hCxi ll dlIL iLad ipirroi tic desig mgi Ienixa proprxerd

Silrrl> i (Dr. iii ee Ni- 2102/7 3 121 /Elua /0 i /354)

A Sul ir urn ci li/I 13~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~P"l"I 10

-[ nun N,d,o 1-,d >.r i 3jcr

Table 3.10.5: Summary of Enhancements along Upgradation Corridors in TNRSP 03

0 Dr.ioswng <loil r PN-I Tipo R,p ril D-rfof I \Vrlli-ng- f-/ Effcc; |on | LipDn-c,-., |

|;~~~~~~n |.in 2', -; 12:I,1;;. 3 1,0w.1 . &1 .ini, n,.1 |L nIn0.n. l .3. 1) , I1to .I nu * | ,niniG n I ]- -cl< 11____ >.tni I~.roj 3'. .

N,-0- i I 1,~~~~~~~~~~~ I ___

! i 1 11112/;121/nnnli,L>LT IL-nIt ,nln.n. .-r nnnn I [ - . n~ .nnio ~ ______ ',o.I ! ' o I)(;<nL

| G; n2 !7312/7;i2/I nnn/nnl/0IOil |nlnirnn,t& PI'inld .- H | 1 ((.nnor)

7 29nnWnT I~l/I or/I.II/ - -I,-

7 U I'21 7 -,I2 '/I n /11127 Pupil I & _i I'l 21/ 7 ;12 I /01 /28 1-&-A SP7 I-wr ,t 1 .. &sl. ... ..I4tLt

III 20112/ 1 nnl/2. L IocidnnirnI Sp-cJ i n I - . n .)

_1 20101/73 1 21/L- /114ji38 iItrnl-1t . . . . . . . . . I (CRn-rc i

12 201112/73121i/lrn- /n14/46, I[-p'I n.l 8 (G --__ _c)

5intn crinirnI din Ir- IG ((Sineroc)13 21n12/7312/l-nn /n14/47 Il n mr n_

Legend Wdifingnes/ pariticzpartion -1- lIl'/d,,rn onI6 '- IFI//togn,n cLIlLnnn C,tw prLninnlnrLrn nn,l-- Iln!,tL7itOr. _Lnnboinn c-FLtLitnnL/ o-a iiiLLLLi

Cnteipries for Generic Enhancenient / -ET'on1P/e 2- T½o/vp/Ac, Prind 31- l ,e, a P-r 4- 5 -nt C-n,-' 3 M-1q- pinczPo-rd 6- SP,, n-L/n/ , L R-dt! R Iitoi -Ir Sp,-e Tnn nninLnli- Top/ a:/ SLoo -d 9- ToPk

m Oft, LI: \ \iSoclIlCIc S,Ir Lll AIni.i Pirt Ltd l cbru:irv 27()3

I trird N d Ir It d Ze teL Ill IOttcr . .......a> .) Niliiicl t I 3

1L.iii IncrlI.t- [tn

Appendix, 3.11: Landscaping Strategy- for TNRSP 03 I sI N [Ltk C.e.c ji-ic.-nTip, ___

17 11, , I.. I 11'

A,tclnn ptttrti (A-lcing Upitradai itCtni rcm d,i) I itit teN i,

P lanr irtimiii re c ihan eet-ien ic ites ______ _ __ _ _ _ _I_ _ __ _ _ _ __ _ _ __ {_______ _ _ __ _ _ _ __ __I___

• Lind,c.iptng it tfticnon, atid imcrsucvion ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~-) K iiittttJt.liKiai / d____\__--___

(I,) A VIENUE PLANTA TIONVS s c>.tiiititttt__ __I_________

IIhC roadside! 1aIidICcpLng si ges,reid sin, ai sIt ci' prin idinig haidc L aI,0t Lilipris Ing dIIC acshcICer , Itttt i ti~tl

colticepL ti.1 beenI eV1olved o as rii niatautinr vi,iml clittrtcteri,tic. midtt L-i11cll-irml- in crea iti or nd,capc'litng- iltitliN

lieci treich I i pical landscape d-cgo, thaqt tire Lg..a_1C tCd fei' 41 'N RdP 013 ire prc~ccirted In I ir_irres 3 LI I

(Hi) PLANTA TIONVS A T ENVHANCEMVENVT SITES Il NcII.I.iilit ____

planratiron af floseering rrees near CUiICUirIL propertic re.speealhi enhranacement sires teill furiher enhance thc 2. IiIiINilili /s I Iiti

sire and coilinrbLite co v-ista Treesi [ike Cl~i-li xaqiIrla.i Ctieoi /sf/i/a1, andc Dcsire, ryei/ rnay he planted in suchi N- iitili4I'tl 4/c.1 ,1

places Tall groxsiing iarteries w%Ith straight, sent suicli is -"Inatt minlbaiuatv icnat be planted at selected spaots in 33 Siili lIitd ili

serve as effective landmarks Landscape designs, have beetiri rkerd OLr for eachl of the enhiancement tires 36 ILit. titI, 1identirfied in tIre projectr7 Oltd. tIDitpiititi4/

(fll,) PLANTATIONS ATJUNCTIONS &INTERSECTIONS 1/ I"d IiS Di i4cl4.sitilli____

Nm- trees are to be planted up to 5001 before the lotrersecuotns so as Ira achieve clear siglH distances For 4 Si 'lh 1,1 DLt tpiti.tir ;~i

intersections. slhmbs, will be planted at I 5m c/c as per ithe design shown in cie Figure 3 1 t 2. Bc3evondc tlIns ~l. tic-pit.ri______J________ is

poinit only dxsarf shrubs are planted Heighit of these shirubs should be SLICh that tIter do nor olbstirct the 43 1-. , D- Oc ...ulIe I'_____it

view of traffic corning froM the intersecting road Th'le shrubs recomnimended For intersections are GC/adewi'rsi 44 I- It tIl~ DI Plir-I i I(7 I/loe r he Intersection,, xwhere landscaping is proposed is presenIted til Tabale 3 11 I lTre supervision .4 - rilXi1liil.il .iitl

consultant s:iall ascertaiin arailabiLho Of Sp/ice Ii rIte cIiiaCtIOIIs mentioned] below trod plantation sIhall lIe donle I______ _________

ini the available space Tr pical landscapae designi of teli Lincrion, is presented in Itie Figutre 3 I 1 2 Si i i oi'hhli ______________ 47 I D-tF,tii5 titiii

Table 3.11.1: junctions for Landscaping Is 1J1/ii, Oc pIti i /4 Iil/i

St N. IL itNintkt.Chi.......ge, -. T, VI1 S,d,, I tilt III I iaLI lpltnll~I-1 ___3 __ l0

5 I 1 -J. 5/0~~~~~~~~~~~~~ tc iI i- t eL-t -i, i.t l N Iiti, I __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

44_ _ __ _ _ _ _ _ __ _ _ __ _ _ __ _ _ __ _ _ __ _ _ __ _ _ 4 _ _ __ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _

ill I 11t Id S ill Nli-i,t [ ,,LIi'

IIi N.LIttI-.i- lI/I \1--NItel [ 4___ I SCHEME FOR TREE PLANTATION

12 K ltliltintl tIlt it Ninini, I ti/N I Iii itt The roa~Flic dside lands,caping sugges ted lilac it nor i,nlx prnvidling shide but ilso tinhpioitig thec actrherAc

it I' tiittit .uui,I,e, iIIc 1tiahn o:f thec road A-venue platintationtasre SniggL-ected all along the ru/ral stretchecs of the cipgradaaon ro.ids A

I K itlitttrii 1St ii Smut. I ~~~~~~~~~~~~~~ I . ~conceain ihs hlenevo s'lsed to as toi naiinrritn vicrial characterisaics rod urnifornnin- in) termsi of landscape alongiN ci ....... i... til it I l tI I 2/1' i t the cirerch

felinun2.1

dint1

N din Ionic1

Ssr n I~~~~~~~~iOiCCt Appcirclrcc. p, sin; lroanIflcrti:Ll N [nn;at,cdcnnt,cr....;L PIin NmR& Pln [NR' I(3

-. ., -- I

.~~ _ -i , - . II

i* . I , -

=__.~~~I I] . . .. I =- I-

,~~i ': , ,,,, _-n i. :_:. 'C 5_ _. .=5._1

\r,, ,; ,/ sy ,i o )_; I I t L a1 A2-2-Cl--. iI '7-m I

k{ , . -,II. .

r - ¢ - ; _, - - e; - - S ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ j L =: l e -.~~~~~~~~~~~~~~~~~~~ r -_ ' r- ' e ~~~~~~~~~~~~~~~~~-I__~~~~~ ~~~~~ ~~~ ~~~~ ~~~ _ _ _ _ _ _ ____ figure 3121(11)~~~~~~~~~~~~~~~~~~~~~~~~~~~~__ (7 _

-± C /2d '- d7C2t - -

Figure 312.1(1)

Figure 3121(I) LANDSCAPING STRATEGY: EASTERN CORRIDOR

LANDSCAPING STRATEGY: EASTERN CORRIDOR(Directly E.pose.d to Se.)

(Not Directly Exposed to Sea) for Rural Cross S-t,...- 2LSS, ZLGS AND 2LRR

I Design for Rural Cros s ,,t-oes: 2LSSo 2LGS AND 2LRR

F cblruLily 2003

!!o:9

Tainil Nadu Road Sector lro1ect Appendices to Enironmen,tal Management Plan TNRSP 03

MAJOR INTERSECTION

T-JUNCTION

INDICATIVE CLEAR ZONE FOR CURVES

NOTE.

1) DI.,-In -edleMteIMll-n -learmeReq1l.dtLaedrIttw t*l th. L.IA-aiItib

2) Ne Further L.ed Aeq.il.ition Is EEsegdtN PUetnFh

FIGURE - 3.11.2

SIGHT DISTANCE REQUIREMENTS FOR

INTERSECTIONS AND CLEAR ZONE FOR CURVES

DFbrtary 2003

Tirnil Nade Rot2 Sector P'rtect ~Appeiidices to Mi'innti,lŽlnag--tee Plun TNRSP 03

(a,) Planting Scheme mnaintained in the thitrd r ear and handed over to the Highways Departmnent at thec beginning of thie fourthtear NUrseer stock for second year planutang swrll be raised in tilc tics t rear

One toss- of tcces is suggested ati eithier side of tise proposed carriagessas Subsequent cons OF trees hail1 lac Tictm esdl frcmlto faenue plantation stork along ilac Easternc CorrLidor in CotijunTCtlonl

plantreel sht-bret-er spaace is availalble 3Isei tirst rotsr is proposed to be a >hade-giving tree stith a broader cross-ith srtite ciagitacering programnme for tlae conireact package TINRSP 02 is aadrc:tced iia Table 3 12 2of 7 to [Om ITaese still 1)lar pr ed at a distatice of 3m, Froti the edge of the protpoised slboulder -i'e

sulasequient rows of trees, if plantted (2 5 mn %assat froits tihe first rose) stall be interspeceed at Tnt c/c tit1Us

respect to thec First rose Tree species stub a studier crosen. eitrher frutit giving or orinamental ace suggested for Table 3.11.2: Schedule of working for Avenue Plantation for TNRSPO3

thie tinner ross TO asoid nitonot,i ta se speccie> us to be tancid a ftre nets 21)rna A s'puettg >fIC 10m still be

iaui ranted Foir rite arttader crost species sshile a atsnacunium o t, no still be naaistainedl fete mndcidrate cros% it Section & Location Length in Km Time for giving Period for completioni of

trees, to avoid ata shsort conispetttioia anid eiaalale healitse Ucinial Of rite trees plaiitred Tree planting details Possession of Site planinun works

ate provided in Table 3 I I 4 T-rsp;ilmked- R:-,-iii.,j,ba.tca tI Ott kin \Xiii ounce- iliaanj2t3 limu;mi2ii

commience 10 0ot

(b) Selection of Specieo Tondi-Tirupi,lakwcl 27 00 lies 0 monei,i utte inotice l.aimin 20i06to commuence 27 0

A Steidy on tlse local tlora atad tegetatite cot-er naote to these sections. bar beeni carried our as part of thec baunsal - Tench 23 30 liar 10 uanothts after toicer j iu 2000 Jiane-m 2007

Field surv-ers to enable a chioice if the suitable species For that particular section The criteria for ~election of to_________________________ co___-_nc___________13___

species Fur choice as as-enue plantation ace thiat the species is KaiLcuniatadiclkL ia - 31 S kin 13 rnnredas after nonce lanuan, 2007to commnence 31 5

* Indigenious and suited to the sod and rainfall of the area, anid

* Hardy and needs no attentitioi) after the maintenaince period Total Length [99.8 krn 199.8 km

The Eastern coenidor runs parallel to the coast wvithin 2km from the sea for a malor length. Giren the sandr (e0 Nurseg- Plan

soul and the saline ground seater conditions existing, limited species can growe in such areas. Bated on a tnidr Species for the landscaping shall be railsed in 3 nurseries for eastern corrndor Number of saplings to he

of tiae local flora and intreacuiocs stith botanical expects. tiae folloswing species teere foutad suitable for raised is planned such that the saplings are 1 5 to 2 years did at rise tline of plantation A replacementavenu platatins: hetpeoia pona/rerm. -lsaaau auoiu/ofoiant. hmuaso masilgtium anud PeItophnoce fistaaneueem. Incaulof0%icnsdrdoestmigthnmbrfspigsobeasd.Teusreshlle

coastal areas the trees are faced svtat stronig winds and stand a nsk of getting uprooted. T'hespesia populnen, mitie yfrs ago L eddb h C speteisiuinlmcaumsgetd hthough can sustain in highly, saline conditions is not a very irurdy- tree Therefore, Thespesia is nor suggested manumber b ofosrubsto ben rase for planting' ath intasersetion shalluobe smockdmou atuggestinae ofe

aiting stretches durectIs' exposed to the sea. Along stretches directly facing the sea, tlie spacing of the inner implementation and provisions shaBl be made accordingly Nursere stock.for TNRSPO3 shall be from Tondi

rosy of trees still be reduced to 3m on the seasward side so that it twill serve as a swinidbreak. The species nre-Dtails are presented in else table 3 12 3 belowvsuitable for planting ran the inner row of trees include Palya/thea mbs,t/h/ra and Cau tanea eqistuetz/o/rahe incidental tttCt c

spaces created as a result of road realignment naay be developed as landscaped green areas Ornamental andexotic species are trecommended for such spaces Tlaese inCiLude Cassra mat3tua.

ta - a fioseering tree. .ltaraa al 13 OD USR,SRkIRNE NS0

anamctaifomix -a gracefuil tree for gardens. Cassra jisoota -a yellows flowercing tree The tipical planting designs SN. DETAILSae-aaS-a 0-50065207O

suggested for the eastern corrndors are presented in Figure 3 11 1(I & 1I)

(c) Implementation Mechanism I -iJeeiine- me sa

lgtn 0".Ssc,uleepce,eieureii28 44 mi3 -The highways department stll establish 6 nurseries for the project Tise raising of the saplings st-all startIlinontha prior to the completion of construcnon actisvitirs along a particular section of thie corridors I Nen- Cet., 20 s,et, rpi--teme iueg P,-t Ns 56 206 -

Saplings that are over one tear tIld and have reached a height of 21 3m swull be planted to imnplement the Iavenue planitation schenae, an As,istant Conservator of Forests, (ACF) has been inducted full nine sitihin the 3 Nu- f- tilr, ti, aeiepi-cutiet deo . cc.....- 20 c4 ut1'

PIU In pefrighis duties, l. iesll be assisted b~- nv igets one each for tire northern and eastern tie .tkSrPue,eiec5t'IedClsss NekrsilS iesdkai0

corridors -to maqnage the operations of rise niutserv and to caerr out the implemenitation at thae fileld level. 4 S ~ ,pa-, " ,Sic,I-..t.....tN-- d buJ,ekdb.J.ti

the rangers swall be assisted hr- 6 foresters, n-ho stall be entrusted tlse responsibilirs- of inaiaaging and

maintairung each nurtene. TOA 0 42 14 5 0

(d,) Work Scheduile

T'he schedule of wvorking for tree plantritg programme has been prepared in tandemn swith the engineering

program me foe wvidening of roads in TNRSP Tise planting programme stall be earned out simrultaneouslr in

a11

three packages along the eastern Corndoc. The actual tree plairsanon programme still start a rear after the

commencement of construction in a particular stretch Nurser y stock planted during the second y-ear stall be

a : ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Febtruart 2003

I;uniT Nadt,i l{U,,d Sc. tor rjwct Appenidices to I-Mvirn imicn il P l'lait TNRSP 03

Tahle 3.11.4: Tree Plantatioin Details

Road Fro Chainage Length (M) Type of Type of Side of RoadFrom To Section Planting

____________________________________________ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ [ Left RightKattumavadi- Mimisal 410500 410700 200 Rural Multiple Row Righi

411250 411300 50 Rural Multiple Row r

142100 412125 25 Rural Multiple Row r412750 412850 100 Rural Multiple Row r

413250 413350 100 Rural Multiple Row Right413750 413825 75 Rural Multiple Row Left

414000 414170 170 Rural Multiple Row Right415200 415450 250 Rural Multiple Row _ Right

416225 416425 200 Rural Multiple Row Left

416620 417000 380 Rural Multile Row Right

417500 417700 200 Rural Multiple Row Left

418000 418165 165 Rural Multiple Row Right418500 418600 100 Rural Muliple Row Left

418750 418900 150 Rural Multile Row Right

420500 420580 80 Village Sinle Row Left

420580 420600 20 Rural Multiple Row Left _

422300 422350 50 Rural Multiple Row Right422650 422820 170 Village Single Row _ Left Right

429000 429075 75 Village Single Row Left Right

432900 433000 100 Rural Multiple Row _ Rght

436900 437000 100 Village Single Row Left

437050 437100 50 Village Single Row Left

438600 438700 100 Rural Mujltiple Row RightMimisal -Vattanam 440700 440800 100 Rural Multiple Row Left

441620 441710 90 V Single Row Left

442100 442200 100 Rural Multiple Row Right

442800 442850 50 Rural MuItiple Row _ Rght443900 444000 100 Rural Multiple Row Left

447900 447950 50 Rural Multiple Row _ Right

448810 448840 30 Village Single Row Left

448910 448940 30 _ Village Single Row Right450650 450700 50 Rural Multiple Row Left

452000 452100 100 Rural Multiple Row Right

454300 454400 100 Rural Multiple Row Left

455370 455420 50 Rural Multple Row Left

455690 455720 30 Village Single Row Right

455900 455930 30 Village Single Row Right

456300 456400 100 Rural Multiple Row Right

456725 456810 85 Rural Multiple Row RightVattanam -Tondi 458525 458550 25 Rural Multiple Row Left

458710 458900 190 Rural Multiple Row _ Right

458750 458800 50 Rural Multiple Row Left460000 460060 60 Villa Single Row Right

460300 460350 50 Rural Multiple Row Left461100 461150 50 Rural Multiple Row Right

462760 462790 30 Urban Single Row Right

463280 463310 30 Village Single Row RightTondi -Devipattinam 464100 464200 100 Rural Multiple Row Right

465190 465220 30 Village Sinqle Row Right

465800 465850 50 Rural Multiple Row Left

468020 468110 90 Village Single Row Left

468475 468525 50 Rural Multiple Row Left

469300 469350 50 Rural Multiple Row Right

470805 470955 150 Village Single Row Right

471200 471300 100 Rural Multiple Row Right

471800 471860 60 V\illage Single Row Left

473500 473550 50 Rural Multiple Row Right

476080 476116 30 Village Single Row Right

476750 476800 50 Rural Multiple Row Left478100 478200 100 Rural Multiple Row Left

480890 480920 30 Village Single Row Right

481550 481600 50 Rural Multiple Row Right

484300 484350 50 Rural Multiple Row Riqht

486575 486625 50 Rural Multiple Row Left

489875 489900 25 Rural Multiple Row Right

495500 495525 25 Rural Multiple Row Left

I __________________________________________ 496400 496430 30 V ilageI Multiple Row __ Right

FIebi-tiiry 2003

Appendix 3.12: Guidelines for Redevelopment of Borroxv Areas I he borIow a rca 11cLc>ia III be1npeC ire1

for eros 10 coRLUrrl rCtiLlr1d

Alt LDo rro.. .reas Ci e rrsooal for1 tire jeci .rill lac r1e3evl1pCeJ on com,rpiotino rite b, rro\il, icritte. . I he Lien rla il piro c i ddirioail rc, to ..ide . iralc le foer ti- LI pr-ied ac lna to ci rot

llcdevei pl i.,, til.l be cairried fLir I, r,,r jila arepa1red lo tie enract ir iii tire soil cr0'nC-iCUirrelicI ef til I ig ri-e r Aiing i-Lil serle l ipiri p1lan dcrtad l t Lif bdea-r-i- iarc hdal cpros-evied ii tirefoi*i u g ragfcai i Futrircrr-crlea-eionao bililren ilianrcolca r of i llD-ri,e iato Lc araInlie :1 [thel . lire deibgn sh1oairi Olcltorie silo1 r pDrortcioll oaesniea foe crio.lon coitrl ioanb tr 0

d.cretoln 4 t tue reliilet of ri,e CSC. LAidIi1ii1es fo,r rnihatica-cial:t it anrrosr arco, ad ert icla irc pr-s-idicd vcgelbl earth/table launds Lo prevelit cQ 0s1ian trid fortILOtilaoot of gulls

Ie iairoi-\b alreaI CIiil ac de�orek 1- r�rC C. be dc,e!, ree am pl.i,'oi riiapb ar icirbii if schol 1 ift

Docuimentation of Borrows Pit a[er 1. llabl" [f [II od ;pv t, Lultdlb a Clrmillunin space lt,,I; for CIllcein'llt can b-IL rCeOdiced ac,crdlnigli-

Dcril, c, ileie/reinfiitXciriiiii reeaulre tier

C iharinage/ Dl-i- ice franir roaneiachliig

3 Size & teiigLl-ii1 (isULta breeding

O Irpc ol'.Aecesm/sviullth/ koreiia/pueea. etc freara carriageseirlv- PCaater rrill-off/coinrarinnaoito

3 Sod type- Al otler cn,-ronenlreal degradatrlot

o \\Narer table o f the areal or tdeunfi- froiaa licalrcst reell etc/ash peopLe \rThe propo.al sliorild also be har irag in named, avenue for generatioir of inconie/equipiaaent to rhec plopte

3 Exisung l and Lrie such Is har-ttn/agrlterlUnri/grazing liad of thc adijoinilag commuiiri- so that MaItIIcIlance ts ensured [s-avis [he design mest ihus ensure

L loca[ion/Naiiie/Popuiauooi/Casre of Neare,t Sctdleorel/Cornaunitii- & distaince fronm lorrow- P arocecuon against croeuon & degradaiooAcre /Te1 ae ann characteris ocr of setrierarent

ArProvide perconima ccv-er or inorodiice new producoive use for the borrors area

O Dilhr/occasiorril ose of dhe Borro, Area b [heth coniaaUnio., if ran

O Additional facitioes rectured bh- coramuna- sach lb drinking wirer ranik seariig etc To represent on Working Plan

O Problable reuse of Borrose pit-ask co-intinin- . Access of Property /svrdldl of access/naiacrial

O Suggested Tree to be planted-ask cornurninr. Orientanon of propert- svlth respect to dhe road

O Proposed enhancemeit nmaterials locally- ra-aitalle * Site Slope

o Adjoining lanld uise/Nianural ececrs L orical Drainage / sater loggitig crc if ane

3 Drailng gchaniais/siope/lilaraece risos oif c- area . Localoon of nearest culv ert etc If rlit to drani, aiter if reeltircd

Guidelines for Enhancement . An- oriaer coinaunriao resources eilCa as iriDC seCIt/Wvell etc ii i-ICrn1r-

Biorrowk area Jcicued for crihainc,innt. hall Ibc o(l * rm /ll Lcz Ilind in Llhc tcin,rit of . Locinon of tree icuding Species/giriti/foliage pread ind aftcrnon shadcd area on grouid

Surroundinig land ubC. nearba scricrnents (nrame of surocrure/puctern of setlemrent)

Ara enalaaiceiaacina desigi proposed sh[i iild be sorkabale, iainaarianiace free aad peeferabla worked iiic nIacaaUlrria 1stilta 1 1 cthe coinaunia - . hark on plara paera ¢f tire Iocro area. aOs stirtable for storitig and s

1akiig topsoil.

If trhe horrow area is to be developed as a dishponad the site alioild ie snudaed fir Liatatrar a:caiable To Represent in Cross Section

csciatraenu for tot ring warer/exsrs ig scater rable depria! fell species that cila seal ire

* NlltOllro if in-/dJepih Iif any

Ii. 2z ii [r 103

* I lmighr t ofrrez;

:-\o Illet tLtiCr Img mCraLC .i ther rlio .Id /p' rmlpt ltr mieltttACC ILICtl tin I stmlIge/r:mll.lg,rCtc

* miBe rt rmirmedlim: utrrouncmaling iii .tr clestr ia5m on eithr c .mrlr

Photographs to Iniclude

* -Oerall \ -- I -slmo iccc&s delc

-\1I\ rihCrV nr1iiiHILtli rrcoUrcc t th Elie %itmmi

\11 g rI to be deraild ItICh 1B ccc:c-t [h sr lyrvw pir /ciliret of exiring rr,c etc

Outputs

* \N orking plen

* Cross Secrioit

* Longiurdinal Scenon/ELevanon of Sire

Decalls of all proposed onhancemeneos micludmiog sigiliagc crc

Do3

A'sv

lIImd NIdu Roid Secro, P.o;ccr A\ppendices to EI,m-Ironmcrn l Pi[al elocor F[:nI NRSP 3

APPENDIX 3.13 MAP OF IDENTIFIED QUARRY LOCATIONS

3 r N G A L

0, 0 .,, KI , , 1

0-n;' C' 0 ~ TRUIAJFCA' 3ADT

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NATIONAL 'IGRWAR

LOCATION OF QUARRIES: EASTERN CORRIDORS GGRAL Ry

-,;9 February 2003s- ° . 5 IF 2

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LIi mI diI- 3>e iii~e \p." -le- In F , ILL t I'IiL.... IA N I, loeI bb bIns -t IN Z,1 ii3 .3

Appendix 3.14 Modificationis to MnRTH Clauise III, NMeasuires for Safeg-uardlin~ be tincludedl in thc training~ shall be chonsen hi rlie Engineer Tim costs of priovidhing persolnoci for tineEnvironment eniro e o 1711CIII1 traininlg are rlccmicd to ic tincludedI ii the ra tes ri>cistails

he II : C,rrc, ie h r ail abidi e 6%thy- tegt. Ianus, an d rine ri puilar[lois madiee bt the .\ in Le :i,nd CB atn rtine rtimc Sunb-Clause 111.2 Borrowv Pits fur Embankient Construiction.it aC(I ci Idi-, L I I' IirnoneIIit ICa iaaIIsCr L F th ricI'riuIeci tor innpIieinicii tiuig, puLirpo se

Ad tinrie Foil, min ignter thec fii~ st sentnce

SUb-CAlauSe 111.1 General `\\ he re I), ittOOM MitCFlt tI (iiseleiii d1I g Ubi4radie uine Lib-lialne) is reqMI- c Iredt coii i p Iete t nc \\ oric>, der In tnC of dielienatioii and extranctions oncrinrids OL thec boerrmns -Iic' shallI be uLlbr ino d hi~ tlie CGinrrictir to thc FThni incer

Delete dIeC CCisiCi nenlten(Ze 'If the lis pILi gai foi hini coiiscint 11 Slie n-brussIion to rthe -i girnecr sin al ci sicitce the req tiLredi approt-ul, in cences, term, aMid\ij the fousin IIIg :ifier thle first pArai un1 ,pI coindcitioias t.,r extracting rise nntareriaii it,I tnhre i i'atStarult0or A tItHu iti)eI- .ind mind, mm em7, LiSOin.ItbICn

t ie I -InI% n ii lidital NMilnginageen r IMin i (Fi Nil) nIa lice ii 1 re1pated iii IndepenidentrRC (c\ e Cri,ul-.uit r For f,r rise aica is0In \hch tine preoposedi bor isw area I> to In located [Ic cedgen, oi b isroir ores stinall be norlis F inInpiovcr ti provide [tie Jo it:inctinr isitin macantiLten tin he tuiken to rnaniatc cm-ussitiiineisni mnattrers c Ibnci tlaini 3 rsnettcs faoin aise feisce linie or- biuiidiari Adequate clearanse shall Inc prosidcde for tineduring tine Ciint-ract pcriind T1ineca inhancneinnes Uninnenoren are givnci III tine eltassiisg- ussicic \ ppIcinciix 4 I Of coisstructioih catcha drinis Borrow sites shall1 lane adeicuatc drainiage outlets u nless tine tries-aint laislndstierI,NIP \ (Iinunne ii 3C Inissua metC of rise Finsii onein crii N ainageinaica I'Piaii dtics ii Li rehe ic rule Coisteectie of liii s igrecel Ilnt the binowr aLs J enin to Cesente A peITo I:sstal tanik Or daiintine rCsSpisSIbIilit tO CIasUcir total CMIinh1 iIaiae with CLIMCrile hIMss rUiies ansd regiiia unirs> III Force governissgpOHinIirit in:nd civironia crii l proatectioisi aappliclibe rt- tine State oi F larna Nnadtl OL Wherie tine ' orks atre CLcit batter: slopes shall inst h Inc seper tha s 3 mi I and shnad la Ieft hi rise Contractoro is a tieii aind safesimniaed 2Ihis, total comp[isiace is requircd diLirnig rIse conistructioin phase ftsr ccaistcrictiiii related actsivites coincliuoii toricth satisfactioin of rtise laindowvner ainci tine Engiiieerushe Ciirnracteor imus t caret oti r tine requLireinineias of use L231P iand as listeel under Suib-Ct'iLieIC Ii 15

Written clearance froma the Iandownce/viLlagc hieaid shall be obtained bcfote leaving a site fconi svh itch

In allI sitreinon, is lisere the Conitractor- is teqiilred to Obtain approval onc a hcense, from StarLutorv Autchorities borrow material inns beeni exomacteci. Copies Of SLICa etearaisces slisall be provided to tue F.nginseer prior toor Lavidi\nviCes LiiadepenideinT Of thle Emiarnrier. fns ais acnctn-n as~snciatedl with riie \Norkn to bet executed issuance of thie Taking-Over Ceruificaueunider tinLe contract, evidence of tine approval or liceinsc naiust ine prosvidedl to tine E:agiiscer for lain consesarpo-or tin coinnnistcenienr oftrany opetatioin associated wivih the wvirk whnich necessitated tisis approval or Site peeparanton for bnorrowv areas slisall he iii accordance ivilda Sectilon 201. Clearuaig aind Gruibbinig, of thishceinse speeification- Topsod is to bc s[rpped and srockpiied usi accordance Wivih SUb-ClaLise 301 3 2 \Nhete it is

required to ieplace dcli topsoil as part of the reinsratenment of horrowv area-Ls, dac rcopsod willI he repliaced andAll costs associated wivih envioromental protection duiring the construcuion phaise (for conistrucnoni relatedI needed Ini accordance xvirh Sub-Clause 308.3.acuivities only) Including obtaLining the necessary approvals anid licenses, shall be deenmed to be sncIluded Inthe rates for itenis of work included in the Bill of Quantrities The items mennuoned ini Bill No I (), xvhich Borrow areas shall be ropsoiled and seeded innanncdiaretv after thc aren is no lonlgetrceqeired for horrowv inhas-e been coveted in NloRliM-i specsfieatuons or Secction VT of Bid docuinnent (Tcehiiieal Specifications) accordanice wvith dae requirements of the specificaLtionis-ll not he paid separately

Access roads and tracks to hboreow areais shald be mainitainied durisig tine mnd left In good condition afterThec Contrractnr smiall pnreserve existling treen, plaints, and othner vegetatiosn thnar ate to renaiasis within or closring downi tine botrow areasadjacent to the WVork anrd shall take all precauuiotis ciseessarit rvitdmg o nucdceo naccidental ciemnrice shall be replanited to ttine sansfaictusn of rtise Engineer and at the cost of tise Contractor The guideboies for siuing & operuoin of iborrosw areas are given sIn Appenidix 3 1 of ENMP Volume [1 The

rcdeveloomient of borrowv aceas should be dlone as per guidebises glncn mo Appendix 3 13 of ENMP VolumeOn coinnpleieoni titfia Works, all areas disrurbned hr thec Couniacotorn constrLicution acuiviuces (5ucm as areaLs of II. The cost of manintainsing and tcinastatnng/redces-eopmemst of borrosw areas Ill acrordaisce wvith thieCininnprmtmtnds, mairersal storage, access oand haul road>) ninall has-c baein tesror-ed to thleir Otigilali cindiriori, requierements of this Clatise shall Inc deemned to bnc isiciLided in rise rates for tine bnorrow osa-terialaiid agreed as, 1h:1\rilg mcecii restoreLd b tine tele anst lriipett insene tr ais rna Ine acecprabale to tine EiaigineetResorniatitnia r all area sisaill liiciLlide Cclarsinig excess inatetial. scarif\ iiig tine sLutface, topsuniiiig, seedtinis asnd Stib-Cilarise 111.3 Qtiarrv- Operations.plaintfing lb he ci,I,r Of this sitork shal Ihe dlcerneL to b Inc ieltided sIn tine i AiiS ge scruiI\

Adrd dlie foilliowing a fret rIc- First paragraphiLine Ctniutactorn~ ion-site srnisnanrshnalIinclride a inoinainiated eniviroanmerntal rEpre,neiitntt e, as-adable-a iiWhere the Ciintractor intemnds tin operate lijs o%xis quarries, swhether it be fist onbtaininsg ninauriIi oecrirrsing

ass man'e. sWhia still Inc rcsptsnsiblc for till erintronianiaeirl mattrers ,ins,e,iatcei wsith tine Womrki, line niomnniantcd Materials Or nnn17ULaMEtoiig a3reduct. it \vdI Inc tline responsibi:ih taf tine contractor to cubtain tac nceessatvpersoss >hallI hauve a svotkssng kninsilcdge of Natioiaai icir Stare erirretist laws, rules and regtii;Uinoo in finrce approvalin nun hceinses fromicinn c relevaint Authaucities and subnsequetis opernuons wdi Inc is accordainLce o'iththnat reLin r ton tint aprorciions is rLia eisii rosisincit \nitls respect to tiae \\Vorks ri) ie Incdiiertakeni an pnarr of ilnis the reqiiareiicir s of tinese A\uthnorsuen

COnmtaract

Else costs as>,oiciated switih seru1ng-Up aisd mnaiinuaininsg .i qusarniving osperations is deemed inn nC itICILidccl ustisiieif requested be 'lie LEisgineer, tine Coisuractor shall sin wost week5,ii rice, tirmiinanat and nisake av-ailablie site rates [or tine supple of materialstaff inf fiorema,n lceteli and abovne for tr-aining iii rue eiivironmeintal in incts mnf roaid cisisuucrirotinI line sta fL to

ii b1in-. 503

K iis1

Nae ci I - .....55SIitcs5iL sisli...ii - iii .... lIiii PLIi- C i

Sub-Calause 111.5 PolAlution from Hot Mlix Planlts and Batching Plants. Suib-Clauise 111.14

Add thec bll,iii is lgsifter the rtpairatidi iphAdrd icss Stil-C last t

totng iti i'periiann ii Hojr \is aitd Ifatching ['nl, shall lbe tindertakeni In aeroidiiicc with al cii eoirri

ILd" and ILresasiIlttons Filr irotrtci,n ii tihe ciiiLrunicorei Ilie, I L.niicror 'sill lie te21a 011> title [SiL iil 1ni[l "ntI hie onrtracti ru hali pi: 0ant exeeti r\eI Lthe \\5 di Is as co noninirna tlie p-isibiiin OF itttlr iif elas

relevant app:mvii fornm the ArirlirsintEC. ieSpan-siiie teiL adiwltnistrinr tIle envi'iasiiienial i-tiles-an adOiiiiing tlhe CimllLcctimi w,iki sites, ir lim area ritihzeci 1,i the Ciiii acttit fbi the ltolccr fi- mi

bUiitri shiii1 iie CiinStiUctdr arc rind aill trici. ti1 l:id iiiriir rtarelIai -tiarage arcis Firer enorisial tri eonttilin at

Sub-Claulse 111.6 SUtilasaces Hazardious to Hecalth.le,12" o lic0tl VMCV(IM

Wdirh,_tile iisiiiiig attear ne tust paririgraphi Dralahleg Wa theCse atnrded ateas shaii iae prosirded ss iti iiockaiaie gti it valses Ihli gate valveCs sa cilairmin

[h rlise L of ais\ heeiaicidie ilL iithcr tri ircz ici ihemiic itl S rl b aubect to tuc tiaptLov.ii it die relevantt cii ,cd andlot ckeri at ail ttiiis cxctepr doinng tile CLAIirtiiii rCE7iiiva at storini seater frotil the andcdi :iiea

ArIthiiruios aiid III stricrir In acCardsii1Ce %Id i tenitii ri llfaCtroer ii> n,rucionus I'le Cogiteier ssii lie given atr -lc he lves haill he mannted att all tiiiies when thee are Unlocker or aeia

least six (6) woI rkinug cia\s 5 otilce (if the Piroposedl ti,e if aiis' iterhItCueiC 1r toNic CilienlCal

Sub-Clauise 111.15A registet rIC all hierbicideS aitd Other u -ric clitemacals dehveLrid to thec sit, hiall he kept and mtaiintained rIP

to datte at\ tlae Ciiitractsir The ttgister shial inctlode thec trace niame. p1iuesical properties .iid characterlisris, A\dd new Sob-Clause

cerieuicata ingLedlielts, haeailthiranl safen~ In formatuion. safe handling aiid storg roeue, aiad C rec

and firsr aid procedutes Cru thec product" "The Countractor nIIost carta our thie foliosvtng as, patir of thec Works The cost of cain-iog iiu thecse storks

most he contsiined in the rates submiitted hev dte Cantractot in the hIDlls ofCquantites

Suib-Clauise 111_.8

Sub-Clause 111.15.1 Florai and Fauina ManagementAdid the follossing after the firsr senatence-At the direcuoni of the EnuoIncer tlile Constractor shailt provide for laying oC dust palhiative tiii or watering Ato uigcntuto

of, the wvorks atad of toads, and otlaer areas Inmmediatele' Ad1aieniar, tolie Works Ille: niaterials aiid methods Potential unpart Action Timiungused ftir dust control swill he subteeCt to approval of thec Engiineer ''Usi ...eresa cle-rnce 06 pusil PI -id eiiigpouaoe[i nier prior to stairt ot

trees and lergeutuwitLs tp-es he eraig p ortisne sslItel sideSub-Clauise 111.11 Sclssdiiie ofaseeutes.-

A-sgt,i-ern o6 u-po-issb,uhoev

Delete and replsice withi thec falltowing 1-.0''shoe structural daimage caused cc) puiahic ot prnivte properr atttibtaiaie tso the Contractor's constructioni FIld in,pi si s, ii-rh d,,-uigs .ii atile of Iso'

eqimitor merthod of w%otktng, shall be iiiaLde gone %1

11sat:oo dcia and to the acceptance of thie affected les th-iti I Ntis) dehiieituig roa b0 e

paarn: at nes arie c,ratra ciast Iotui ii ik ctl enttcui vi diiiu' souitldaits o-isite s-ahl tie hiigiiie- arid co-i-nisio,, uceniit-e

Sub-Clause 111.12 .sds-use e-isut,uieai Ik-uheD,,i,seaie I,Ins wE rieress tirieks, scisekpit- Prior to Stisii at,nst torrose pits., si as Iii nimi--isi the e-nsrsictiai

Delete and replace ssithi the fallo\ss- -wigI ~g,rlI''COMPIuauice sVIeI th t sUba-CIALIse I t I I svwiil atr reliese rthe Csaitractr sOf ails- respaoisibailitCr\ fo rsmopleuuiig -II,i-plas t tree-: is -ris d ile.i si-he-si i'-ir i 1riii s eeia'

withi [tile req1 ueiiremets, at ane Pubilic sir Sctlituors A irhiari oIll respeCt to- rISe if C licit pripc in- or servires lisetc ad

-'l he costs of cimlliiaince ss-sth I C1:iris I I I 51h111 he deeiiied tit he iticlouiedi inl the rates fot ieiliis Incluieed Ini Areidetirta ecl,-wie- 1--s eu i -ctit~s e i,is s diii-itin Itt

Suib-Clause 111.13. Slsid eescssse cdeirm-s diiulss-tenii \\ ihiss dsle,s

tpj-pt'piate ocai ~pcaes, sid-ikdrtl assAdd nese Sub-Ci.iuse stun_pielieCIl eiiist,iieii iiiLI rts[liecC III

-- [he Co:nitraetorit aatteintioti is dassi toa the Dtschlarge Staindarrd p rOnarilgs tCd tiitridci the Lvios-raitmcnmiii:LittilitiilProtectiin Act, 1986 aiiid the Crontractot's Lespainsihili tri adhere to these limitrs All svatc arising friom

the pralect is to he chspascd of Ina ak mrainir wehich us aceeptahlc to thie N)tate Pi i11ution Csiitrol Borard andthc ri ogineet"

A ~ r'A 1> II.iiis 2003

t,i t 1,_,j S-... Itt-tkcr \ppcdt,cc- ro L-ii troitiiti i \ 1 I .i.i.i..r lin I .Nisll iI,

Suib-Clause 111.15.2 Water resources, Drainage, Flood control and Sedimcnt control

Actioni duringjrconstrction _______________________________

Poteirtial oip,ct Action T-ming

.riii,cf 1iltLitil -ii rmlt,iiki- lcit I diet tie or ii .411,il shil ll h,nt t p,e.1dl*,i ,_t tndti r <p <. t iL i

Cutup C tutu ilto Vr.ll ttc.ttt ^lliig .it titec 1 lit ¢-t.tttttli

SUh-Clausc 111.15.3 Waste Mana.gemcnt

Action durini, constructionl

Pnten tl.d inpa.ct Action Timmi

.'tcrtdetlrtti <lut e ti p ir- i s atcitd,lsr.dt .plLuig- of i ,i'ltilr.ii rs Iil-lldi.itel ott

1 t iurh. I1er.cp d d"iIss - wi t,i pa rtiet rIt tititi rht l r .,il rAT I' e use of tihe lmareutls tic- i1t tl,tii tC tll .Ir i p r lii

,ccideotisl s[tilatgesEitLtLe rhthr tlt ttlre;s gnIu rotred first; the t ir op of iittdiuiei ottspill,ge, tic disposed of C i .mit tIppro,ed s ur, occurencc

Cietit md te,tirro-ri zill tdr rtipsg Regol,lliL (fItssten"rlv

di ritig icer setsot;)Eni-i ottitnenlt. All cnploseet tultull bc ied to itta-tr.itn t cle.- wrork tireits.nctce tild sit lid ttn -pction irn.mde ,ii the entdi of c.rc

h stork dl; to1trrlrtlloer etisure th. rit he ork itic is elr [idt iriid uitbbish-fice

Sub-Clause 111.15.4 Air Qualitv Management

Action During Conistruction

Potentilal impact Action Toming

Ari Poilolton Cileutrea,d r^ru rimtber tiid other co-btitbic ,ustemntreriai 1..3 .', I IItinicdL

Di.po,e of ttile neircrl.ts oilier th,tit it ho titibig .r all ititiSs

Stib-Clause 111.15.5 Noise Control

Action during construction

Potetirial impact Actron Timing

ilrerctLed :tituirtetri All Wotik sirutli bre ciu.red (tntr wsithouit tirtiet-,bl,tit Ite-ise Xi all riltesllt'llSe ltC ctl iid dIttftrcittrltC

Itncretased tut.hIuteIt Lliror tslotiIiUcrTI-It tu-d Mc1ittptitr i 'mpcr rut mcii DLitiiull trttelet i ICttIF tu\Cillltitot au

3ŽeudiCrlme ,IItilts sIuCll i. tetlolt Iltd ho,p1ruii1 ituts1ttrutit0l1

fIt rItI lrl Hiuttr trhe (Glalt:ittI .pctltIes Refer lo Stlb-tituse 43 ' )tF Secriot 5 IP.rt 11 - Cot.,dirio-te iF P,mitetil-dur

slu rr 21tl3

A '~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~:Cl8lr r 111

Ro."I A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IDpenid ICcci Ii nviirrr m,iiiiral' I \L.iiii•mciir Ilins IN [<11 ((3

Appe/ndix-3.l 5: List of Bridges in TNRSP 03

Link No Bridge No Location ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Refurbishment of Existing Bridges Service Rtcto

New Brdge Deails EmoliShrctr SieTakDtisDeck Overlay Barrier I Bollard ReplacementlApproach ~Approach Cak plExist Structure - ______-. ____________ -____________ - ~~~~~~arriers SPasr rc/ pl Wate r Elec. Tele

________ _______ - Length (M) Width No. Spans ~ Requirement Approx Le.ngth (km.)~ RequirementLegh(}WdhiBres(n)ml i)

Kattumavadi to Mimisal -- [ -- - 1 olrs- ____ ear

0790801 63 46/ 8 - - T;q . - j - 88~ IN- o/I079080 64 46/8 26 4 8 7 2 Yes Req 04 -I - - Rpise

079080 ~ 65 50/0 - 5 1- s j_ _

079080 66 51/0j 24 4 8 2Yes Reqd I0 4----- __ ___ ___

079080 67 [52/8 - _ _ F _ I _ _ _ _ 333 5 1 8 8 ._ _ _ _ _

07908 68 53/2 28 4 8 7 2 Yes J Reqd 0 4 - _ _ I- - __ _ _ _ __ _ _

07908 69 58/2 156 - - II-No-U156now8079080 70 60/2 139 _ - F __No Unknow13

079080 71 63/8 - -I 226 -88 - - No rio n

0790801 72 65/61 _ _______-- ___ _ L 121 4 N ]__ _

070080 73 [6710 1 _ _ _ _ _ _ _--L 11 2 1 1 -88 _ _ _ R p i s e d / _ _ _

008 75 69/2 - I 261 RpisRq N

Mimisal to VattanamnI- ---- K j_ _ __I_ _ _ _ _- 1 -F

0804 76 72/4 - - - I ---- I rn -290 88 -N nnw

0800841 77 74/81 1 -- 92 1 _ _ 88 - Repairs RePdl

080084 78 75 / -F -i8. - 1 04 - 88- .

080084 79 76/4 - 1 __ _ - [ -- - 227 688 - Repairs Reqdj __ _

080084 80 79/6 - - - {J - 139 -88 - Repairs Reqd - - [ -

080084 8 1 16/6 __ _ [ - [ - - 226 Rear Reqd

080084 8 2 1 5/0 57 I-- -- 88 - Repairs Reqd~ t N L 080084 83 14/6 __ _ _ _ _ _ _ _ - _ _ _-[ -- - 104 - j 88 j

060084 84 13/6 - - _ _ I I - F 209 - 88 - N,

080084181 t/0 1 _ _ ~39 _ _188 - -I -

0842491 86 0/ __ _____- 1 ____ __I

0842491875/ 156 _ _ - ~ _-~_ _ _ 88 _ __

-064249 8 3/ - - - - - --- _ - 104 - j 88--

084249 89 1/8 10F-- F _ _ _ _ _ - - ~ j~ 4 -8 8 - 1 _ _

084249 90 108/8 - eeNt/ I Reqdl 0Refer Note No 4 36.4 8 7 -z88 --

Tondi to Deviptinamtn~- - I1 1___ t l -i__ - -

Fihi udi% 2003

i New Bridge Details Demolish Side Track DetaIs Refurbishment of Existing Bridges i Service Relocation

Link No. Bridge No Locaton __ Exist Structure Deck Overlay Barrier/ Bollard Replacement Approach Approach Crack Spall Wa

249173 91 3/6 Length (M) Width| No Spans c Requnrement 1Approx Length (km.) Requirement Length (M) Width Barriers (m) Bollards (m) (m) a s Tale

| 249173 9 1 3/6 | 20 4 87 | 2 Yes Reqd I 04 4 r - . - I

249173 92 | 6/6 - - | | - - - | 86 88 - RepairsReqd - - 3173 _ _-__ 93 6/8 - I _ _ 209 .J88 - _ - -

249173 94 ! 9/2 | - | | | | | | 299 | 88 - Repairs Reqd -

249173 95 11/2 - - - Repairs Rqd

249[73 _ 9 _ 1/ !-- -I 156209 _ 88 _ _ _

2491731 97 13/6 .- _ - - _ _ _ I - _ 27 -88-

249173 98 128/ I -________ 219 - 88 1 - _ -_

2491731j 99 1 20/6 1-l ___ - - L-1- . L 1211 88 8 -I-

249173J 100 -20/8[ - 1- - I - - _ _ _ - _- -_ 74 - - 88 f - - r - -249173~ | '°'!0 23/4 - | | | | - | 154 - 88 F - [Repairs Req d

249173 102 6/8 - - - - 273 _ 88 -____- _

Devipattinam to Ramaratnapuram . { . | - | | I

173171 103 126 92 | 8 8 -

173171 104 9/2 - - - - 54 9 88

[173171 1105 710 14 0 8 7 F 1 F - i 4 _ 1 _

173171 106 16/4 - - i - III = 86 __ 88 _ _ _

173171 | 107 5/2 32.4 | |

173171 1108 4/8 7 - _ - _ 1 _ _ -- 5 7- 88 -TOTAL | 148 2- - 1 | [ 20 | | | 5091 898 3520 | - - - 1- |__

Note1 No Sioe track is required if the new deck is constructed by using the part width method2 Bridge length is measured from C L Abutment al to C L Abutment A23 Barner quantities given in the table excludes barriers required for the new bridges4 Bridge No 90 requires existing deck and approach slabs to be demolished.

Fchiueary 2003

APPENDIX 4.1

ENHANCEMENT DRAWINGS

(SPECIFIC ENHANCEMENTS)

Ln

ELEVATION OF THE WALL

5 9,, 1(NOT TO SCALE)

PROPOSED ENTRANCE ARCH PILLAR

3 &n~~~~3 &PALM TREE 493 m C /3smC3s

KATTUMAVADI SUNDARAPANDLA PArlNAM

Om Sm l Nm

Drawing No. 2002/73121/Envl03134 ENHANCEMENT FOR HAZRATH SAYYIDUNA SMSRS OLIYULLA TAMIL NADU ROAD SECTOR PROJECT'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED Package TNRSP-03 Kattumavadi to Sundarapandia Pattinam 76, Sardar Patel Road. Guindy, Chennai 600 025.

'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON

APPROVAL OF SUPERVISION CONSULTANT Chainage 63 Des,gned By Draw By: Chocked By: Apprved DateB ' I LEA Associates South Asia Pvt. Ltd.S-1E-27. l0nd Floor. Mohan Cooperative S s udUStnal Estate,

Scale 1-200 Abhimoa Amebushivan BhupeSh, Satisth Kumar December 2002 Mathuara Road, New Delhi-i 10044

------ ---------- ----- ------- ----

CHATTHIRAM\

// / Me 1 | L C | | S , PA5dNGTYPt1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PAIG YP

______ I~~~~~~~~~~~~~~~~~~~ATRr

NEEDS STRUCTURAL REPAIR

Package TNRSP-03~~~~~~~~ Sudrpnia pattinam to Tondi

-"-'1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~FOVR PLANT s

!_w~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PVN TYP 2 Z| r4^m f f i j1 05m t~~~~~~~~~~~~~~~~~TONE

g < -~~~~~~~~~~~~~~~~0 S. i 10* - *

Drawing No. 2002t73121tEnv/03135 ENHANCEMENT FOR EKAMBARESHWARAR KAMAKSHI AMMAN KOIL TAMIL NADU ROAD SECTOR PROJECT' DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-03 Sundarapandia pattinam to Tondi 76, Sardar Patel Roa;d, Guir,dy, Chennai 600 025.

'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON

APPROVAL OF SUPERVISION CONSULTANT Chainage 5/6 Designed By: Drawn By Checked By: Approved By; Date: '.S3 LEA Associates South Asia Pvt. Ltd.

___1E-27, lod Floor, Mohan Cooperative lndustnal Estate,Scale 1-250 Athimod |mbushivan Bhupesh SatishKumar Decrsbner2002 MathuraRoad,No Deht-110044

STONE SEATINGS

PAVING TYPE 2 STONE'72n, SrT.

_ = ------- -- _---1--_---

-- ' ' ' ''_|_*_'_'"_ _ __- -____ _______===__ _ _ _i_

.~~~~~~. ,.,,,,, 1 1:i

.,E~~~~~NFEN(GNG~~~~~~~t TA4RN TREE § OmC

A~~~~

~~~~~~~DaigN.201321n/33 NACMN FOR SELVAGANAPATHY OF PL SOILAD OD ETRRJC

~~~~~~ ------ POND-…~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~---------

DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Pakg NS-3SnaaadaPtia oTni76. Sardar Patel Rovad, Guindy, Chennai B00 025.

SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON .______ .______

APPROVAL OF SUPERVISION CONSULTANT Chainage t 3/8 Designed By Drawvn By Cheolted By: Approved By Date: IIiLEA Associates South Asia Pvt. Ltd.. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~B-i IE-27, lInd Floor, Mohan Cooperative tndustnial Estate,

Scale 1:400 Abhrimod Asobeshivan BEupessh Satish KEuaar Decembezr 2002 Mathura Rtoad, Newr Delhi-i 10044

-0.~~~~~~~~~~~~~~~~~~10147905

I so1 _4 --

S I,;. .' -.I' _- ~ .,

f EXISTING ST~~~~~~~~~~~~~~~RUTRFORESDNCE PAVINGTYPE2 B1 SOE/-,

1 14 42w ; ' r- t .2

1t~~~~~~~~~~~~~~~~~~~PRN COPE 1 BRICK;,, M

_ FLOVVER PlANTS _ _ _ ' _IGREEN FENCING an,, ' ,, , ~~~~~~~~TO E PA/G1YE2M

TONDI RAMNATHPURAM

o. 5z 1r0. 4 )

Drawing No. 2002f73121/Env/03/37 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m R, Oi N

Drawing No. 20021731211EnvlO3137 ENHANCEMENT FOR SAYED MOHAMMED OLIYULLA TAMIL NADU ROAD SECTOR PROJECT

'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-03 Tondi to Ramnathpuram 76, Sardar Patel Road, Guindy, Chennai 600 025.

SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON =

APPROVAL OF SUPERVISION CONSULTANT Chainage 4 Designed By: Drawn By: Checked By: Approved By. Date ,g LEA Associates South Asia Pvt. Ltd.________________ _____________________- B-1/E-27, llnd Floor, Mohan CooperatIe Industnal Estate,

Scale 1:400 Abhimod Ambushivan Bhupensh Satish Kumar Dercember 2002 Mathura Road, New DelhI-1 100441:400 91~~~~~~~~~~~~~~~~~~~~~~~~~~S-011-6973950-55

APPENDIX 4.1

ENHANCEMENT DRAWINGS

(GENERIC ENHANCEMENTS)

X~~~~~~~~~~LWR PLAr /GREEFNCNGz

PRCPOCED STNE SEATNG BLOCKS

, . :!' ~~~~~~ OPENSPACE flPRtOPO FOERING PLANTS

.,,:5 ,_ x PIIOPOSED FLOER PLA7S

T.AFARNDT'REE /- y Y _/

_PRCPOSD PEEPAL 1REE am CC

X __ PAVVIG CaiNouDATlO

xm 4 >>~~~~~~~~~~~~~OENSPACE >PPWGtE

\...F:LCwEpUNGpLANTS STONE Ea3

*T, T _____ DraMng No. 2OO2I73121IV1 3 GENERIC DESIGN FOR ENHANCEMENT TAMIL NADU ROAD SECTOR PROJECT

'THE 00030" Y&Z &WLLIEEQM?OR Ped(age OF TEMPLE RELOCATION 76, SdNPAW R *d. GWndy, C 00 CA5.6IREATER TH#W THE DiMUB OFf THE OPJGINAL_STRUCTURE. Chalnage De5pd By. Chb ydBy: j LEA Assodats South Asa pvt Ltd.*ALL CHANGES WILL BE DONE WnTH FRIOR APPROVAL B EA ASO S COUv. AS a atLdOF SUPERVSON CONSELTANr. ACaIB 1:300 o bMmh Bhhe Sabh Dd No2002 1M2, Rid New DMd-1 100E

I -. 91-0114m39506_

EXISTING ROAD EXISTING ROAD

*THE DIMENSIONSA & BWILL BE EOUAL TOOR GREATER Drawing No. 2002f73121iEnv101/10 GENERIC DESIGN FOR ENHANCEMENT OF SHRINE AND POND TAMIL NADU ROAD SECTOR PROJECTTHAN THE DIMENSIONS OF THE ORIGINAL PREMISES.PacKa9e ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~78, Saidar Patel Ruad. Guindy, Chrennai 600 025.

' THE DIMENSIONS X. Y & Z WILL BE EQUAL TO OR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

~~~~H IESIOSTHORIGINAL. Chainage - Bealgnred 8y: Dnran By:. CIhedIWd By: Appnwed By: Drue LEA Associateas South Asia PVt.Ltdo.

OFAL CHANGES ILLo BEONsuTNE WITH PRIOR APPROVAL Scable 1:500 AbhDmnd hbsanhue Satlsh Kurnar December 2002 Mediumr 4od ie Delhpn°Pe3 I-IUOb 10044

OF UPRVIIO CNSUTAT.________ __________________-___-__-___-__-___-__-___-__-___-___-__-___-__-___-__-___-__-___-_______________________________-__-_-_-__-_-__-_-_-__-_-_-__-_-1-01---73-5---

.S-O9&L69-~O-6 IlNVllfSNOO NOISIAHadnS 3omWiOO lea mQN pBUj efnLpuvi zoozJeqwueoa jlwnfl tISeS qsodnLiB UeIqsnqwV powluV O00: ales lVAOddV 8Ordd H.UM3NOc 39 lIIM SGONWH: llV .

*esllIBemflnpul mAppjdOOa ue1vi jooli pUll tzL/-3vaI

Pl )Ad e!sV LwnoS s181possV V31 f6 l :eqea Aq peA-ddV :A pe pe4o :Aa uM%a :A peuBlla _1O 13n n 9s~~g pGullf~~~~~~~~~e~~ - 1V~~~~NIENNO 9HI 10 SNOISNBVJIO H NVI4I l'SENo 01 lVllO3 3d llIM Z S A X SNOISN3WVIO 3H1.

szo oog puUB4 ) Apuino ipso i9eed upes 9S3SIW38d lVNI918 3H1: 10 SNOISN3-I1 3H1 NVH1

i o3mldd Noo3s (3vodnCrVNNYV. 1 N1 NOd CNY 31dVW3 I 1N3Q30NVHN3 d04 NE)S3O 01831N30 sl/Lf01UAzLcZLooz °N BUIMWJG 8ai3V389 o001 Vin3 3d3 llIMS sVS0SNIO3Vl 3H1.

4 ) WOZ WOL 0 WA 7

< ~ ~ A- ---- == - - - - - -_ - - - - -- =- - - -- =- =--- =- =- =- =-- =----------- - - - - - -

________________ _-_-_-_-_-_- - - - -_-_-_-_-_-_-_- - - - - - - -_-_-_-_-_- - - - - - --_ C- --- - - - - ---------_-_=-_-_--_-_---_=---- --___-_ _-_-_ _-_-_-_-=-=-- - - - _-t(lleM~~~~~~~~~~ -luB - - -dA -lel -uBe - - - -== = -= _ - - -- -= - =- -= _- -_ - - - - - - - -= = = = _ -= = = _ = _ -_BUluloIpe) ~~~~~~ ~ -u^s -les -U@MI -01PIS _= -== -_= - - -- -- - -= -= -= = = -= = = -= =_ - -== == = - - - - - =_

_~~ ~ ~~~~~~~~ ~ ~~~~~~~~ - - - - - - -- - -_ -_ - - -- -_= _=-_-_- -_-_=== ==_-=== - --= = = = = - == _=Xp~~ ~~~ ~~~~~~~ -- -= - - - - - -m

°~~~~~ ~~~~~~~ -lO I t 1 - - -a d _-_-_- - - - - - _-_-_- = -- --I -

(LdA)Ow upWgl ( y j = liA

( WeAS uAsd 1 uo ( dU5 Asdl -- - - - - - - - - - - - - - - ------ - - - - - - - - - - - - -= --- - - - - -

(11-~~~~~~~~ =lwi l3k led ou 0 - - - - - -=---- -= -== -= -= --===-=-= - -,

POLPS~~~~~~~~ - _-_-_-_-_-_-_-_-_- - _-_ - - - - - - - - - _- - -_-_- -_-_-= -_-_ - -_- - _-_-_-_-_ -

.1 =u .

4BIHIA09~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~C

- - - - - -- - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - --~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~e- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - -0

..... - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

\eOePOSED DEORATVE GRILWORK

FLOWERING PLA,TS

SOIL 0ONSOLDATIONI

J~~~~~~~~~~~~

0 5m bin

THEDIMENSIONSA&BWILLBEEOUALTOORGREATER Drawing No. 2002t73121/Env/01127 GENERIC DESIGN FOR ENHANCEMENT OF SACRED GROVE TAMIL NADU ROAD SECTOR PROJECTTHAN THE DIMENSIONS OF THE OPiGINAL PREMISES. _____________

* TiiE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Pacicage 76, Sardar Patel Road, Gundy, Chennali 600 025.'THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Paae-GREATER THAN THE DIMENSIONS OF THE ORIGINALSTRUCTURE. Chainage - -Designed By: Dnran By' Chede By Approved By: Date: LEA Associates South Asia Pvt. Ltd.B-*IE-27, lInd Floor. Mohan cooperatve Indusal Estate,'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Mathura Road. New DelhI--l 10044OF SUPERVISION CONSULTANT. Scale 1:1DO Abhimod Ambushrvan Shupesh SalIsh Kuffar Deoember;200 91-011-6973950-65

TEMPLE COMPLEX .. .... X

* THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Dirawing No. 2002r.731211Env101128 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECTTHAN THE DIMENSIONS OF THE ORIGINAL PREMISES. INCIDENTAL SPACE IN FRONT OF A TEMPLE 7,Sraiau od uny hna 00S

Packcage-76SadrPtloa,uid,CanlBO05* THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR .__ _ __ _ _ ___ __ _ _ _____ _ _ __.__ _ _ __ ____ _ __ _ ___

GREATER THAN THE DIMENSIONS OF THE ORIGINAL . ISTRUCTURE. Chamnage _ .a_esigned By^. Drawn By: Checked i3y Approved By Dale: B11/ EA2,ln Asscrioatesr Southav Ainrai Pvbt Ld

OF SUPERVISION CONSULTANT. Scaleur Road0 Newmrz Amusian BupshI-110044 eeme Z0 9414795

- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

------ W-------------C-

--- ------------__ - - - - -- - -- - - -- - == - - - == -'

EXSTN ROA EXSTN ROADIG YP =

'-''~~~~~~~~sW=~~- -g -S -_ ___ - = ----- P^LU TREE m 2m roC 1 1Pw <- - - - - - - - - - - - - - - - - - - - - -

\li * w ~ ~~~~~~~ -- - - - -2 -.2 -_ - - - - - - - - -

. .... r F q 3 ~~- - -Y _-_----_-_-_-_-_-_-_-_-_--- - --_-_-_-_

THE ~~~X .- .DI E SI N X. Y ILB Q A OO _ ____ _____- o _ ___________=__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _

GREATER THAN THE DIMENSIONS_OFT-- - O N - -L I I -

STRUCTURE Chalnage - ~ DasIgoed 6y -D B -- _ C e B -re B - - - -L oa uA-t

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~/-7 \In Root MoI Copitv InItra Etate

OFLSUPERVISIONSCONSULTANT.-61-011-6-73-5----

FYI.CTINA~~~~~~~~~~~~~~~ -nA -YRTN PARN TPE

_~~~~~~~~~~ - - _. - - , , _ , , , , _ , , _ , - - - -

__ - - -_

- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ C sm -10m - - - - - - -

*~~~~~~~~~~~~~~~~~~~ -H DIESIN - - -WIL BE -QA TO OR -RAE ->in -o -oa32 3 -EEI DEIG -O -NACMN OF - AILND ODSCORJCTHAN TE DIMESIONSOFTHEORIGI ALM TREMISES. MOQU WIT PON -6 -rra -ae -od -uny -hna -C -025.- ---

Package~~- - - - - - - - - -

OF~~~~~~~~~~~~~~ ~ .UEVSO .OSLAT -10167305 -_ ----------

EX1ISTNG PAW TREE

X2

$44. A -t I

Ol GREEN FENPING EPROPOSED CAR PARI(NG

e M PAVING 7YP~~~~~~~~~~E 1

I X

* THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Drawing No. 20021731211Env/04/46 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECTTHAN THE DIMENSIONS OF THE ORIGINAL PREMISES. Package TEMPLE AN[D STOPOVER 76, ardar Patal Road, Gulndy, Chennal 600 025.

*'THE DIMENSIONS X. Y & Z WILL BE EQUAL TO OR Pcae- ITML N TPVR7GREATER THAN THE DIMENSIONS OF THE ORIGINALSTRUATRAE. Chainage - Designed By Drawn By Chdc By: Approd By. Data: II LEA Associates South Asia Pvt. Ltd.

B-1/E-27. lInd Floor, Mohan Coopramtive indushlal Estate,

FALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:150 Abhimod Anbunshivan Bhupesh SaUsh Kumar Deoember 2002 Mathura Road, New Delhkl110044OFSUPERVISION CONSULTANT. I ____ ________[91-011-6973950-5

/ uAEDrENslNG .; .. ~~~~~~~~PAVING TYPE2 | i

EXISTING ROAD EXISTING ROAD

Om Sm 1Dm

' THE DIMENSIONS A & S WILL BE EQUAL TO OR GREATER Drawing No. 2002t31 215nv104138 TMLAUODETRRJCTHAN THE DIMENSIONS OF THE ORIGINAL PREMISES. Pc3eGENERIC DESIGN FOR ENHANCEMENT OF TEMPLE TAMI N3rADUMe ROAD SEnd,CTORna PROJECT.

' THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR ________LVT

GREATER THAN THE DIMENSIONS OF THE ORIGINAL Ihing _ I IDsge y rw y CaedB bDrvdB: Db /-7ln brMhnC uhAi DtLd

'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:200 Abhimcd Ambushivan Bhupaerh Satish Kumar December 2002 91lI1 247, IdFlo,MoarCoprtieIdutil sae

Y2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~atu od e eh- 04

OF SUPERVISION CONSULTANT. ____________ 91-O11-6973950-65~~~~Y

m

-H<

z

SPACE FOR PASUONG

TAMRJNO TREE @10 C mCC

;OI

Om Sm~ a10N

'THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Dra%wing No. 2002t73121/Env/W47 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECTTHAN THE DIMENSIONS OF THE ORIGINAL PREMISES. ROAD REALIGNMENT 76 Sardar PatBl Road Guindy, Chnnnal 600 025.

' THE DIMENSIONS X. Y & Z WILL BE EQUAL TO ORG REATER THAN THE DIMENSIONS OF THE ORIGINA Chainage - _ Dnesdnad By. Drawn By, ChcOd By. Appmvd By: DLEA Assodates South Asia Pvt. Ltd.

B-11E-27, llnd Floor, Molhan Cooperative Industrlst Estate,'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:400 AbhInmod AmbushNan Bhupash Sadsh Kunar December 2002 Mathura Road, New Delld-110044OF SUPERVISION CONSULTANT. 91-011673950-55

STEELWIRE 4.83m 4.83m

Er= csr m 111|111|~~~~~~~~~~~~~010 3m 22

PCC , "1i_ i i E _; i SAND FILLING POND COMPOUNDWALL FOR TEMPLE

G o |0.dm ° (NotToS.os.)GL

CHAIN FENCING

SCALE I 100

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~If| 2.25m l l 1 edm l~ im 3

14 46m POND COMPOUND WAtLL FOR MOSQUE

MOSQUE COMPOUND WALL (Not To S.oW)

(Not To .01W.)

20,

ROlAF ELEVATION SIDE ELEVATION

|AMED VWIRE FENCING CROSSSEcTON ELEVATION PLAN

NAME BOARD(Not To S.W.)

Drawing No. 2002Z73121/Env/01/54 DETAILS FOR GENERIC DRAWINGS TAMIL NADU ROAD SECTOR PROJECT

'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package (COMPOUND WALL) 76, Sardar Ptabl Road, Guindy, Chennal 600 025.

'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON

APPROVAL OF SUPERViSION CONSULTANT inage _Deigned By: Drawn By. Choked By: Appnved By. Dote: LEA Associates South Asia Pvt Ltd.B-1i/E-27, llnd Floor, Mohan Cooperatve Industrl Estte.

Scale (Not To Scale) AbhImod Ambushivu Bhupash Saatsh Kumar December 2002 Math1ur9 Road. New DeIhI-S10044

1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~91-011-6973950-65

__ _jL_jL_j ____j _jE__ ZLIIZII ~ ~ ~ ~ ~~~~I1 11~ lil~ 1 EIZZZ]ZLLI

F7 li _ 11 _ 11 1 1 LAERT PA IN liTiype 1 !) l

LII 11 L I~IZ 11 1 1 1=m'lIml 1

BRICK PAVING (Type 1 L

m LIIZ2 m ,mm LI ......... §,...', . .... S.T P ( 1)

.C .................. .. . . . . .STO E AVI G Typ 2 .-.......................... - ............. .

"C'''CUri'S-.-,.................................- , ' . . ...-: '." ''

STONE PAVING....... (Type................... 2) .... STONE PAVING 2Type 2)

Sm Sm 1Cm

Drawing No. 2002/73121/Env/01/55 GENERIC DESIGN FOR DETAILS OF PAVING TAMIL NADU ROAD SECTOR PROJECT

*DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. 76, Snndar Peatl Rroad, Guindy. Channei 600 025.Package-

*SPECIFIC CHIANGES IF ANY, TO BE MADE ONLY ON +IAPPROAL OFSUPERISIONCONSUTANTChainage - eeignred By: Drawn By Checked By: ApproveBd By Drltn i3 LEA Associates South Asia PvL Ltd.

APPROVAL OF SUPERVISION CONSULTANT s~~~~~t I -1/E-27, mld F-oor. Moshan Cooperettoc IndushWie Estate.Scale 1:150 AblrimoJd A,nbuehlverr Bhuperah Setishi Kumer Derember2002 Methiure Roand, New Deli-i 10044

______________.......... .... 5

APPENDIX 4.1

NHANCEMENT DWINGS

(MITIGATION MEASURES)

R.C-C. (M20) FINISHED WITH SMM THICK M.S. LEAFLOATING COAT OF NEAT EMENT 350SLURY SLOPE 1 40 DRAIN RC.C. (M20) -100

INLET PIPE 100MM i

BAFFLE WALL

RAMMED BRICK BAT ~ v~' 250 MM THICK BRIRAMMED BRICK ~~~~~~~~~WALL IN FIRST CLASS

t 300 + ~~~75MM THICK R.C.C. (M20) BED .

RAM MED EARTH S

SECTION A-A

AS PER REQUIREMENT

. _ ~~~~~~~~~~~~SECTION -B-B

SLOPE 1:4075t 1575

cR DRAIN WITH A SLOPE OF 1:40- EART N0

SECTION A-A~~~~~~OOIN

cSLOPE 1:4-0 BRICK WALL 0 _ _YPE8751 25 O

| -- 3 H~~~~~~~~~AFFLE WALL ,- 10

ROAD SIDE DITCH f- 875 - +

KEY PLAN 1375PLAN OF OIL INTERCEPTORSCALE

500MM 200MM 0MM 500MM 1 000MM

NOTES-~ ~ ~ ~~ ~~c . 0lwn No1201711Ev/15 I I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

Ig 1No OIL AND GREASE INTERCEPTOR TAMIL NADU ROAD SECTOR PROJECT1 ) FOLLOW WR ITTEN DIMENSIONS ONLY i8, ierdar Pital Road. Gaind ChannelR600D02I.

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED |ackagK 9 - |137C5

3) SITE SPECIFIC CHANGES IF ANoY, |Chainage | - vTealgned By: | Drawn By: | Checked By | Approved By: | Data: |LEA Asisociates South Asia Pvt. Ltd.TO B E MADE ON LY ON A PPROVA L OF TH E ENGINEER | | _ _____ I I I B-1/E.27, lind Floor, Mohan Cooperaliva Industrial Esvtare

Scale 1:20 200hIrd | |Sis Kuraw | eobe2002 MaM|0 Road. N55aoo

Note: At loaIons with significant inflow spacing of 100mm will be provided b/w inlet and first baffle-wall.

1000 DIA. COVER 2100FOR INSPECTION

_ ----50 R.C.C. SLAB M-20o . ]_ 150 GRATING

BRICK BAFFLE WALL-_ 225 BRICK SLAB225 x 300,lIl I

225 x 300 -=- =:_ - 100 CC SLAB M-10

0 x l - PVC PIPE 2000 LONG

VERTICAL DRAIN WELL

o < | AGGREGATEo) GEOSYTHETIC FILTER FABRICco _ _(2000 BELOW THE BOTTOM

OF THE CATCH PIT)

CROSS SECTION A-A

VERTICAL DRAIN WELLFOR DRAINAGE OF SURFACERUNOFF IN URBAN AREAS

1500LO~

C\.'

00BAFFLE WALL ___)_)_LSCL

in - ~~~~~~~~~~~~~SCALE

0 0BAFFLE WAL

PLAN

VERTICAL DRAIN WELL FOR DRAINAGE OFSURFACE RUNOFF IN URBAN AREAS

NOTES: Drawing No. 2002(73121/Envial/58 RECHARGING PIT FOR URBAN DRAIN TAMIL NADU ROAD SECTOR PROJECT1) FOLLOW WRITTEN DIMENSIONS ONLY 76, Sardar Patel Road, Guindy, Chennai 600 025.

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package

3) SITE SPECIFIC CHANGES IF ANY, Chainage . 'Desined By: Drawn By: Checked By Apprved By: Dae: IEL LEA Associates South Asia Pvt. Ltd.TO BE MADE ONLY ON APPROVAL OF THE ENGINEER a-1/E-27Hlnd Floor. MohaN Cooperattve Industnl Estate,

Scale 1:10 Abllmod AmbushIvan Bhupesh Setish Kumar Dewmber 2002 91-011-6973950-65

Sl riot Nadui Road Sector Proecnt -\ppeodicec to En,-oroarrenr:il N' Sortgeroerr Plait TNRKSP 03

Appendix 4.2: BoQs and Specifications of Enhancement and Mitigation MeasuresTable 4.2.2: Bill of Quantities for Generic Enhancemient (GE) of Cultural Property, TNRSP 03

4.2.1 Bill of Quantities N.m N Item -T Uni-Qari

OR 51 Ten,ple (D)g No 2002/73121/Ene/04/38)

Table 4.2.1: Bill of Quantities for Specific Enhancement (SE) of Cultural Property, TNRSP 03 I abdiefoo/ ce. u iiioe.v r t0dtoei2roo P3 230(II

Ieni No. hnUi Qortv2 Ii.ne Lp 'sq 165'

SE 61 -Masq-e App-onch, Kin 63/0. K,itiuai-d, inSP PI..niir.m 5Og. No 20f)2/73121/Ene/03/34) 3 Iric lp2

>4 %1 60 0'

I Iicirbo,,rk l.oeirei,,rn ii~~~~ ~~~~~~~~~~~~~ NI b- -0

ote cq rroiiid.r ik pil1tc rpe ,6'h-i 631

e'cdhug 'i ci .idepl bola,, 5 0c....i... cviia idfin rrPke,- h plngI - ( Nio

-einu,gdtii 211 ________ ______________ _______ 6 In. o ...... I 63 60

3 Ju" ~n,ii i,,lal,r,c rriirqredlrr,u- i .etI 12. '6 priu-I t 6I

ecvding 21l s,pth-1 -crg, puibtig- -ammig-ad Pliiiiirtgro,od Covenz N

ctriir0lidatrilp 0 Green ~~~~~~~~~~~~~~~~~~~~~~oooing 30'' hi0b I Sq Nt 20,1G11 fce,,g3"I [ehS'j\121(1

4 ocnn eorl 4 6 Get 11 E 02 Te. ple -htl Pond (D-g Nii 2002/73121/En-/01/15)

,lri to,,, beck ik ri, Inrprirceee,,,brocri N ( cn o6 i5 I luerh,o,k C.c I1 116

avpoci-sbe c--ond) 5 I - C M 1132 I1O1iing -T)H I >q 6I 21 96

6 1 iirene-i plcrer"u, 1 4 (I ce-oc 4 o- ,-it) oihc ,d-i of honk -f,ol Sq9 031 2 IlOirnig - Li O 2 Sq 4

I . I . . . 4 Coinpoond rvnll epic I' heighinirli nicrorediare brink plIant epic4 CIp'- height, S Nt 1h(--16 b,,k dl- po,I' h,ght R N I(

- i i i - iou ~~~~~ ~ ~~~~~~~~Sq 31 31) 3ii 2 4m, e/, -rih 10111- ork to rpnciide-ri for 2'

O P I - .i i - - Sq 31 031 NO)TE 1iri-t- R C C .11of approvd de-g rod moke, rhiek-nso 2 5

9 f.~ , C .'.. R t 60 inuches-reifored rh ri -srds- -oppr cod in--n in the op-nigs

tO Pal.in- No 4 pr-vrded o,i- n-h g..o.-.. foi trnig -tih 6-m mc td bit I" long o

SE 02 - T-nplc and Pond, Kin 5/6, S P P.,".n.. to Tnndi (Ding No. 2002/73121/E-v/03/35) -pei e irc ofk th-lJ loedI,- beoso and bppicr oneCoot of, prime

I flooring - TYpo I Sq 1 246 for 10 d-c (2m 0 6g)

.... nog- Typc 2 T q3 L1665 hdn Ten N

I Sh-bo h Ill 60 6 Ilnc-urg pl-nti Rulo6

________ ______________________________________________________ ___________ 7 Cicuod cocee Sq hI [30946 C,...d - l 309 4

SE 03 Temphe .od Pond, Km 1318, , OP Putini t-o Tondi (Dling. No. 2002/73121/E-v/03/36) GE 03. Sh-re -nth Pond (Ding No. 2002/73121/En,/01/10)

1 F-ritehok E rrinC61I T ttohireok c-oasldaIro. al.og thn edges and ramig she sides t RhI% 12

cntoolodan the rdgn- end d,,pnsal cf -uplo- -eccerd -mu -erhin a led of

2 Ffllng,F in foondatonnd aemncanrnrodaiqiedn cr or Co -61 6150Sinre-edr,g 26 -m i depth -elodicu, eog pnke,g icim-g -od 2 Floo-ng -T) oc2 R-NI 40 84

--____cosldc-ng _____________________ ____ _3 TCompoun.d -11l opto 3' height nub -- ,fiadute bock pillo- opto 6' height R M I11

I 11 I . . . -1 - . " - I . 7.7,td u, ~~~~~~~~~~~~~~1., -T- ~~~~, M 03 It~e 2 4m s/s -thi gull,, ic. so p-eficotro obo- 3i--chndig 26 em-i depth i,,loding reetrrg, pokung, ismmng end 4 Plsnrrg trim - ihsdrng -rrei,f--(unerd) N. 24

____ --_Ionoldeu-g ________ enc fencing 35O" high K 61461

4 C-oement Cocete C1 ct, -4I z3C C.i 61 60 GE 04, S-ced G-oe (Ding No. 2002/73121/E-n/01/27)

S Koinforerd Cement Coonreic ri nibs I I i/~~~~~~~~~~ 3 Celomrs Co 61 642 1 Eorrhrr orb Koeseurmon Ca 31 3 - -53C. %I 3 0

15mm cemen pl,-,tel 4 Co 61 5-63 2- Sien-Grilli Kg 242 20

7 Whric cahiag -hi 1r on nei 'ork o-th 3 -i mor noc- SqI N1 3-63 3 Fl-ro`g -T) o I SqM3 432

5 Painting 2 inure -hi appro-d senih-tic enc-nl pur- Sq 61 5-63 4 iovro put 6 0

9 Painting 2 coat rhi appro,-ed -tnhrttct. en-mi p-it (met1 -vok) Sq 31 4-14 5 Ground coe.Si-_________ _______________________________________________________________ ____________ _______________ 4 14~~~~~~~~~~~~SqN1 4 t

to Floutng- Fype I 0'q M 113 80 GE 55. M-sq- inth Pond (Ding No. 20152/73121/E-e/O2/33)

I l Flooring -T'ype 2 Sq 61 16(466 'i La-thw-ok C.i 31 66 39

I?2 Plm'Irter3 No 2 Plo-rig - TvYe I Sq N1 41 04

13 Aihobs, Trcn ISFo No -3 Flnning - Type 2 Sq M31 525 ~14 Plunrig idlrveng pleo-s 451 Mi - , i . m mi -. cl-u opr 1' height K M1 70 r0

IS P-ni,g gr--rd erive 401 Sq NI c 2 4m c/ca irk IcIly orck ic rp-f-urern fur 2'

16 C.on,eroilurie 15 S Nf3TI P,e -ec K C C _1,rI6 of appic ed d-sga cod mcbe. ihmekoc- a

17 G I rhe- I balm tinkel 44 -S 1 ehei--rurso-d i rib m, , ros-pply cod e-eire in tIe openigs

provded joints -vh gr......s For oini-g -rir 6mm -crd brr I" I-ng on

S 0D-tgoh, Kit 4/0, Tondi to Devi~p--rnon (DingN.N 2OE2/73121/Env/O3/37) to.mpsl ri one ticr mia ohe coreee, -ed~ d bppreiin the omi PIrkrete

I Chain fe-eig (-r-r-ir 2" 2") -ith nierindit,te po-ur as adi-ur nf I R M 61 T 3366,d;., -t , db em te-, h-

_________ _______________________________________________________________ Sq 61 124 SO 7 Co m 6 oand a rIl 7 Ccipt-ll pto hhi ghr ofg6br ofN( 653F_____g__T,__ ISq 31 1 226 6 lnin iesPi

3 _______g_ STTmuirnd 7-1Nor 52 70Planting SnonPI1g pNnr.___________

5 pl-tug 11"I. ~ ~ ~ Nr ±13 - 111-n,mig groond coer

Pheu~~~~g G'...d C-, ~~~~~Sq 61 G E 06- SPa c Ceaed due to Rood Rnolhg-snen (flig No. 2002/7312I/E-n/04/47)

Febouary 2003

Tiiiiiil N:idui Road Sectos Pnpect App-sdsces to Ewrsconscsittal -Mn lagecmciat Plan TNTRSP1 03

lt-it No. fim nt ou-r ItemNo. in Unit QuantirGE 07 Incd-nrl Sprc. in Front of`Temple (Dsg No 2002/73121/Eun/01/283 4I-11 - 1,teiirl 40 ] 7 IN a - 014

I lliiiirioer - ii N N~~~~~~~~~~~~~~~~~~~~~~~~~~. Ii 4-2 a Be- b,crcrnIeselfokeCI., 3j "".."coo pl.-rsIt lii 21I33

GE O8: T-mplc and Sin pon- (Do,g No 2002/23121/Env/04/46) -9 Wlernasirgih Ii.ieiinn.s.oirkoirhlci3s.ieiirsN .1 3 93

____________ - - 7 t ' lu 1661~~~~~~~ ~ ~ Ribbed fIr rf sc at'ki eii sg 1ciIrr ..l ... i.i.b.e.cs..i.ig.n ph cin i..i...i.n- 34976

-1 Green f.ri. VIi hig j Ii ' 2265 TE 014 Ch-1nl Compoond WaI 2 na height (D,og No 20062/7 3121/Enn/601/54) for 2.4 m 1-ngrh _____

G,E 09- T-mplc Rol.oratt (Dog No 2002/73I2I/En-/0I/03) ________N_ iiirkIlcaa3ni~~~q 2 ".d ,,,h q,,-d i,, W ~~~tlngii iineo n n lasmiriir r c ad sreure i le'i d eeig 20 CiMi 66 ~~~~~~~~~~~ ~~~~~~~C. in depth meoic -asn po,kin csang ad eildai-g3 9 01, 1 3 1- lh.,~~~~~~~~~gin f-andar- and harem , -ni r .sno sadasrqoire in --er o edin,g 23 Ca.'i 913

4 48 00 c,~~~~~~~~~~~~~~~~~~~~~~~~, I. d~~~~~~~~~~~~~~~pffi --i igephinldiemarn pikin.. r-mmig and c-itioid-tiig

6 CoceeFansr Bea-ii hl- 6 e,o-d Inn~ (me I 1 16 3) Co M1 0108

6 F1clas bock-cok for relaso f-ciigio CM 13 Co, Ii 6037 Fist ,sshck nor,k In aop, --msos abn, bnocoren In Cbi 13t Co .9N SIt

Table 4.2.3: Bill of Quantities for TypiCal Enhancement (TE) ElementS bll oksik-b-sk--k (firt class ) In CM 1 4 Sq M 43.43 5-mm ec-snt plesirr 1 4 SqM hi tOs

Itrn No.]fit Untt Q--uantit 9 Whirr-nuahog-cub Imr no -rc nnk o-th 3t moerasSq hi lOtS8TE 51 Compoun.d W.ll-i P Hight (Dneg No 2002/731-2/En-/01/54) for 2.4 in-nsgth 10_L P-snog 2 -cti naih appro-d -enh-s,e -nnm port Sq hI 16 18

I F.rb-h-1,rn-so Co hi 138 It Rihbbd t.r tIrl fottifemn Ineldidng hb-duS, binding and pi-ig inp-sro- Kg 8 48FdPilkg In f-odosi and hm-m-n nub nst sad as tqas-d as laer ni erdn 0 o91 nplr reorkem n dpth inld.ing natrorg, poking, tainog ad rensokdsog 2 M IsTE 08 Platform 2tHigh (Dscg No. 2002/73121/E-n/51/S4)fnr 2.4 - X 2.4it

3 C ..- t--ncok I 4 8 Cn hI 0 04 1 [Lna-h,.nk E-esc,ri Cok1 13524 Snoma helon groand ben (one. I I ifz 3) Ca- hi 00I Fdhkng in -od-s nod 1,-r-en scih -esmd asiqsr n lorsno rig2 Co.M 0 24

a Firt oln- h-o, o, for -olans nossig in CI t 3 Co I- 0 03 ci drpsh .elodag oairnng, pokng,tnio andrnsdagFirst elms hnrk work in ropcr troarrorn abner hoarmeot in CNI 1 3 Ca 02 3 Pilhng in foandanno and btsmasmnr cith nect sand3 as rnqoaerdnd.- -d lasm-t rnhnor roroid-ngd.20 Cr C IM1185F-1 1-, b-1, , .,k,. ~~~~.p~, b.,,-,,. CM I __ C____Mcm asdnpfih rslding warig, pokig, ru-og nd -on-nhdaag

7 Ps--ts S C.C. Idle, Sqkl 13 4 Fslhng. in fodonn -nd b-tnro cub recostrd sod C. hI 0 328 l0mn-r--rnplastnr I-4 Sqkt 2354 5 Crmrt --niri 1 4 8 in fo-odn..ns nod brin fnnn-g, Co h,I 0 109 -Oar ohing oath hm o oeok s-th 3 or on ot Sq hI 2354

16 Pouocng2rnosa 534 6 Crincist conrrrtr 1 4 5 as aoprr staseasrc Ca 1sf 040~~~~~~~~~~~~~~~~~~~~~~~~~61C ,t 4 C~Nl 4_____ ouhptidaynih-us. toanaI pain Sq 7 l3c254mth-binrs-gnad I-er (tine I 119, 3) Cee M 0 20

AI.pplymg ponong cost and 2 coat ofn-ill pait on R C C nIle, Sq N I 1 32 5 is lashc or neloofouio h ______________________________________________ ________ Co hI 020~~~~~~~~~~~~~~~~~~~~8 R. d , b k .k ~ ol f.u. .CM 1 C N 0201 2 Rbbhh,d tro s-i for rssfaernrK 48 9 Firt ed-s honk cork in -oprr at--mi Ahor b---r i Chi1 Co NI 01TE 02 Typical Compoun.d Wall for Trmplr (Dwg No. 2002/73121/En-/g1/34)fnr 2.4 naIoi ______ 1 ahdrrir o rifrnrtheaagbcstg idn n lon npsno g21

I Efartbisnk Ferc-ron Ca.h 0 38 -ompI't,,oor,2 F,ilkg s foo-dairs and hbsrmen seth n-r sad as rrqetsd --I-iso Iredag 20 CoM hI 06 TES06 T. N Rt. S. P. Nana Board - Main (Dng. No. 2002/73121/E-r/01/54) ______ ______

cm in dcpt: nldontng oigrtoogadenodag______ I TEarshse-k E-ec--n Cs 7I043 Pilkg in fo-d-n- asd -srmn 1,t q-sro dea as rqoord in -setnr -ecd,Sn 70 Cs NI U t 2 tiilhng in -od-nn and barm-n oath nerran-d as roqo,rd In se-- nor resndig 23 Ca I 613

cm in opsh nelodng semoog,poking asiog ad -eossndoang eindrpth oldin.g -arrog, poking, -oriog and -o-rhdog_________ ~ ~ ~ Ik 3C. N 00 R h__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ iig so fo,ondr n and b. - -in c-sb co sad as r-qood inIc n r -erdI,g 20 Ca. h 030

O Bris grn- gord Inn" (nas I if./ 3) CaM hI 068 esns dcpth uldidng weoing, poking, isoeg and ecnahdaimgFirt clas boc-n-ark for -olem footig in CII 1 3 Co \I 1105 4 Prit-dung,nod lacig cr-msn--i- 1 4 sin f.anonoa ad helon fongs Co hI 0 13

7 irst clas okni neec inieaai icsiii CNI 135 Ca NI 0335 3 (C C (mac I I Y 3) intpt, mrc Ce N,I 0)140 Steel -GrI,1s Kg 33 011 6 First cf-a bekcok i.kn hbsme--i CMI t0 Cc N 0 213) tO- raseNrtpse 4S 1 ~ 6 33 2 F-utsinlt brick rotk In soper st-c-r shoes baaenc- its ChI 13 CN 0 33

11 Porno e2 r ... at.h sppsoecd scosr-in -oaIr Foot Sq 91 6 00 3m en pl.,,sct 141 2 Pasoog 2 ror hoi tynahene, ronpar(rrgls)Sq 31 2230 10 White , ashugwihba o rensh h 3-or-mor soars 7

1 3 Rshhrd trirn fist -uf--snmr including b-ding. binding and placng in posn-, Kg 0 48 Ii P--ng 2 e-t istih approerd -ctbi-c, roomo p-oor 47

TE 0 M-rqu Compoun.d Wall 2 m bright (Din,g No. 2002/73121/Euv/S1/54) for 2.4 m lrngih 13 _b_d-t_______ _b____b___dpl_n_n__-. K 1 8I E-rh-enk EsennT Ca NI 638 -,c,plmr wock- dshog in, f-ndonii nod base-mit et -b e tad as rrq-sd in Isi er-nt -rdsg 20 Co I 306 TE 07T. N PR S P. Nam-.Board-Sm.ug(lwg.No. 2002/73121/E.n/S1/54)

2 Filling. in oondonn ad hiarn-t cub r-ce--d soi as sp-hfud Co hI 0 13

Fcboarcy 2003

h-, i,N. ,o f. Qrinrr

F ________ ~oIi~o,....... o2,o..,1l Iarah - 011i j t 1 - Table 4.2.4: Bill of Quantities for Ty-pical MNitigation (TM) Elements

I ,J I 1.. 4_________ 1 , hn. -I,o,. On,

F ________ I I.iIi,.lt,iCi.ii or,iii- .r.ri,ioiai. iii,,., l1i.o:~~~~~~~~~~~~~oi11iii ('lb lo\I TM Si- Oil toliroiPlir )TNIDo1- 0,1 N.-.p2-tDO2/73t22t0E73121/E 0t1Of4

TE K B.aJ3-1-d QKI?,,1>2K73i 1 i 1ao E-.a 1/341 - F,, 1--, ~,C26_______~ ___________________1

.... .. ..... ....h....lii ... -oiii 5...i. i ioiir ii)71 -_ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ _ _

3 0iIi.. 24 V"tM 02 -Sd) f--qi,g (D,,g Ni, 2002/73121/ Fo./01/56)

fE 09 CI,-,,,f--nci'o(D- N.. 20Ji2/73121/E1,i.//04I54 ,,F Cu,,,f6~0-~~~

4 If ka , -aI 5/i i ( 10 0_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ 11 __ _ _ _ _ __I. 2 ,i d i i o .I1 3j4 i.iiil. 4i~ci. 222 - ) ______________________________ I 0

0M 1 ______________ TMT 03-03 -R nh,,g Pg P o., rb.,U,bD, .D,.-DD,g No 2002/73t2l/E.o /11/8S

TE 10 B-c- PoN-w ToP I D,,00 No 2002/73121/ E-./01/55) - F 0 q i________ 12 42S

____I .idhioA. M I rOik: I i

iu, 41.2SPCIICTINSORNIRNMNTLEHACEENWOK

TFJ 12 La,cr- P-.'"! 1yoI)" i 0217lE-'/tt/55)- Fic.,,.o 100,9 ftEM 22.AID AWARENEooSSi HOARDING

TE___13 ito. Not00a12i1/E-,/01/55) - Fo--,. f1i0,q ft ~TE 12 - ~~~~~~~~ ~~~~~~~~~~~~~~~~~~~EMIP 2.0 AIDSCAAREINESSN H PARDNGSIO

TE 4 i4 o B- S.. P>0,/1i35 -F 02. Treae Plq 2 aio andS maintenacne will be ;as pCr SpCCfitcanOori of TheTami Nadu tr 4 If 2..ot,oi 4Ii,,,-ir 0, oiii -i-i.. (ii 4~~ ~~~~~104Foes D paiiicl

14 (iii, ,,ti2~~~~~~iini. - i ,,41 '4 EPvIP 3.1 Tree Plantation Iii ..0I~EM 3.2 ree uard

I I Slit .00 i a 42 ii 0,11 Fo~~~~~~~~~~~~~~~~~~~rest Departsmaen o'bu-.1.h ab reLc orfs ro\Lig,ei, pC

hct5 )hr of -2 m [ran tree guards loall be utilized for Iowa gr04lgs is It shall I2

be prepared w%ith the dirneaoions shown itt the adjacenat Figure A 10 gaulge wield I1

atesit slhall be Lused around 1Omm RTS rods Far legs

EMP 4.0 MONITORING SPECIFICATIONS

EMP 4.1 Eas-tvronmenral moiicttoring tar enx-irounmentL maniagenment. 0

etnvtranmental caindionns and a[aerantnal performaince shatll be a, per LIte monitoaring platt pretentedti

FiM1P. Ch-apter 3 U

A Ii.ltiliOte ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~2(103

1. .iiiiil1 iit. ii.1ij ',ris, I l I'c Id iio iioin srii \ isniv. ...r Mi n I\ 1, II II-

i0iig Oll loeir icies of ric jall xvl hc clrhnd. br, bued ahd i iid c C'lJt oL primiaer comIllete i-,xik ,xiii be

EitIP 4.2 All porriaxrliw f li; Ferir ,liiieiil inir,ri ig hcIi c ba fi'r ruie cep,ruiiig xxeiln prcwGiei III applied F rcecedioilb i i, xc I r eIeCreild la x- ritilre jinrx i\iirilri - ed:ixa haS x9i Ln-tlt srn

s,ctil,i a 3 ,Ii ilic isM'P

EMP 5.9 FlooringEMP 3.0 SPECIFICATIONS FOR ENHANCEMENT WORKS xij liiism/11' - Irpi /

I lie earil beiLxi ibis speri liedl are.; is rn be reinal eud Eo I iep iil ift il Ii iii mdlt river xaia.i iill,, iiig bc lellid "IpEMP 5.1 Earthwork Excavatiotion in foundaetiihI iridl\xilk I1I C.xi itlGll IIx t.liin'l'r.ili rnFiliic, Ii(Li .'cecedinig r[l 'iecilt-il xi:.rhi) II: die xic FC1 IEil [n th) &[il) Ii xi id , x11 ie,rLd and ciiiF iLiit licE ire Lue piiiig Coiirrse V Iid i8 tntiig rip-fl, nn

andl i nil;g Fillhis xcesiiid IAil :liwi Fllo )i nr)pi n ll c\Ll hic:l r lted xiil .1. Firectcd x-irh idi a 3i F a) ax bul bc perovidedr a iiLd1C.iicd Fil rlic dr.xxiang.

I 13ieck pa' iixg xx iili 0 1 i ix; cleiri in Cnl* inL fNriiur 1 5' Lateritrr Pxixexs \ixrli rniinlimi xx deritl; i i I Iia in Csciieni; N\iorilr I N

EiMlP 5.2 Filling in fotind:tion x-ith Sand 3 EtIC Piiisiiip xiti iiiiimiiiiG FCpiil 1 I i l C Cili ioriir i aFilling Ini Fuuinid.iiio, alid bUt-inctiir \xirii iiiir Sdild 1. rFejltired iii liIrs er,a r LexcriiCg 21) 1i1 ll iicprtii 4 Cen COliarvEc thiGiriiigiLi 3 (ihgis I I 'i-ii i (I !GI*or l .iid ' gradrd xinGeihgrrgalc I

i IICiidliig \x a Lcri 1img [)i) kiglg, lalilliing 1iii L i liFili IIig iiomiiail izc) 30 ro simnm rEiick ii`iix;hd `,%x ith a tflGiring of cenicilr 'i'h ire accc sh ill bkc keu i xL itred b

keepinig xwtLier over ciic ruirace for ciG davcs

EMP 5.3 Filling witli qnarrv dtistFilling in foLi11a. rioix and b:asemnxts x;ali CFiirrn dFiar ;i requiFredi iii Iii ci exceeding 23 cixa in ripi i <i} e /rrh ci - hie 2an

including N%qreringl poking, rinirning:111d C011~~~~~~~011CIACILI~~~; Elie ecirrh beioxx, dxc specified cieca is io be crinaoiid co -i depih Gfo 0 Ina and xxeli wxircred a1nd cnoicaiirinediiieirCiclng ix ii teriill r okiiig, raiaimiiv I ldCBl idlt lbefore tle paving courss Is laid xxith inirerinediare grais The follox-wing ripe of floorinig shall bi proxided as

EMP 5.4 Cement concrete foUndations and below floorings indicated in the dravingsSpecificarionns ta r cenieiut cnicrete shall bI .i pcr NZIIRl'l. specificatrions for roadis and brlcex.. Secuion1-00) I Stotie Paving -ith miiniLinurnu deepti 0 1 imn In Cement Miortar I 5

2 Precasst blocks xx%iri minimuml eleprh 0 I I ia in Cemeni Nflnrtar I 5

EMP 5.5 Reinforced Cement Concrete EMP 5.10 Finishing wvorks

Specifeations foe reiLforced cemenit coicrete shall ba ax per Ni[oRl i-[ specifications for r-ids and bridges,

Secron 1700 Finishing works utcludng painung, plasterinig, white xvaslung xvdl be as followvs

EMP 5.6 Reinforcement - Steel I 1 marn cemenir plasrer 1 4 (I ciment 4 fine sandi) on thec sides of brick walls wxill be finishied xxith alloaung coat of near cernenr

2 \Xhiie xv-asing xvlx litre xxiii be donec an ocx; xvnrk ixiih 3 or mare coarsSpeciicauions For sieel reinforcement shall be as per N\IilZTH spccuicaniois for roads anid bridgie. Secuon 3 Paniteng of 2 arn ivith aIpprovwed sbendiiet. eonamel pawini for iron grills, steel er

I600 Priming coar and 2 cotas of xxall patint of approved brand maniifacrure and colouLr wvill be appied on R CCalix

EMP 5.7 Brickwork EMP 6.0 SPECIFICATIONS FOR SAFETY APPLIANCES OF WORKERS

Specuficruons for brickxwork si:ril be as per IoRTIH specifications for roads and bridges, SertIOI 13050 All xorkers shall be pro,ided xvirl tCih nccerxarv PersonGal Procarciec EquipmlCIL includinig bit nor lialited to

Eiahoc spccified In the iable heloxv The equipimieii c shiall crn formi to ihc folloxwing speciticaciiiiEMP-5.8 Fencing

Sl. No. Equipinent SpecificationChaix fencing xvili be Fixed (crixs-crui>s 0 l1ana Ii LiTIr) xx itlitihiedi.i e is ii a Fib lilch at ir;1 c/r 1ix 0 i `1S 69C94 (Pan'- 1 ) 1973. Sper64icaIano

a heighi of I i in Safen- leacher &. cocroii glove fiIr lixdsrraia Safrxn Gloxes

2 Saf-uv goggles IS 14332 1996. S1eticialons for

Barbed xire feticinig to be Fxed xwill bc of rhe folloxwing lipcs 2 saferv gogges i1ii2ers afeto goggles

* 5 lacers \virh tntrmecdlate posts at .i distance of 2111 c/c UoILO .i licigiat of 1 5 m 3 Safcn- helmets IS 2925 - 1984. Spcrifica aons for

* 3 lacers xxili in rermediare aiagied iroti(e xbhaped) i as disiance of 2m c/c uixro a heighi alt 0 Oimn inS 19S9 (Pita t I a d llj l 98h Naterial

4 isaic anId Shoes r1qPurenaenrx ind11 performancePre-c:xt R C C Iili. of alpproveFi design and miiake. ihickncas Q 06 iia reitiforced xwrli Ina r>d, xvill be [Bo nSoircureiaiciars rb per.orindanlces

creciediii i - . .1 .1 - ! .. . 1. .. i . pining xvith 6mm ma r,dha illl x a. .

A>=y;¢ i-iiii .s.,.x 244(3

T.ildN drll Nadu vi SePi I \rrriJirv Ii L1

oiiii1 1

r.1 1

AI.ll.lgcmimel is I>. NR1' 113

EMP 7.0 SPECIFICATIONS FOR DOUBLE GLAZING

EMP 7.1 NM aterial[[oact Glan, 'F .i ijroecl stanid.lrd anid 6 ti.i

EMP 7-2 ThlicknessLlichkicke- o- e,cli gl, 1pnncl Icold I c n i1 11 Ml 1Il I

EMP 7.3 Spacing-1-le .jn:acirig bJemctl 0o gl)8 .i 1 ni,e,l:s li-l 1. IH -Ii llin

EMP 8.0 Specifications for Pond Deepening

l ossc, co r e 'ic :irgc capnlnci or porids ullllp;iccd \IIll be MiTIgM lcd Li- exCafn [lori of an equoil violmne of

eriuli or deepernimg of Lhe pond -[lie dciC,ion \,il be n:medCC oil clOioLoins c:nrCied out b tihe HI U/SC itlt

Vilage Parch.ov Presileiti / COMIinnILIties

- I e:loliinnl- 2003

'l11il N IdaL Road Sector llolect AppendiLc, to Envir-ronmental Ml.cnagemrar Pl'a TN ISI 03

Appendix 5.1: Environmental Reporting System Format EM2: Construction Camp and Storage Area

Format EM1: Selection of dump site locations Constrcucuon Stage: Report - Date __Month Year_From To (Site Layout of Construction camp and \-orking drawings of dx-elling units with allied facilities to be

attached wvich format)(Give chainage and niearest settlemenrts from botic ends) Format to be submitted before target datc (decided by PIU) of establishing camps

Camp no WCcriteria on criiielr information fir .mci sire 0o ii be collected sie 1 I S ire a2 Site 3 Si" 4 Location of Camp (km Package

\le.l cccrls vr (m) _____ [s51. NzS Neir, I Onio|s___ ReeDtarks bh CSC, f d..Ii lil ers I I.t.lrhoe. c i. Led c ri.c c , tIc i i - (co ) I I _ __ _ __ _ _ ______ ___ __ It) o el cip p _ _ _ _ _ _ _ _ ___ I___ __ _ _ _ _ - -_ _ _ - ___ - _ _idipili co hocl Uercvlpclg e/ cbllcl (cc) . b e 1 ;(ce nnp |I m________________tz.,lQo alht 1 .c1us mlI N I.,mt

Nicecci ,,cikmn (cc [mtll -l)bitin if e9r ciop becci opecericoal dcl/ccm/cc I r___________

I)ernc ,,t Ci,nmsSfnyiccii ,r:,ncgcr imc, l '. e, cI t > h Druisec Ice atzx.lc (sla . fIprlos.r:c mn

trccpo5cd Famrc c9. c f the Sire _____ I I___ j , ti cerlim of top ciirickntscg to: rmSrrg rt cu

I ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~ Qucirrie - of rep tai e einoec _~ cc

Selected Site (tick anyvone column only) b Dccci c/cramyca/rn icil nescobe cicci,aci rngemcnr _______________Cerafied that the abovre mformatnon is correct to the best of my' knowvledge and bebef. mv i Ne3io c Lcbkoecec cc

b Tota no cice - creo 0

(Contractor) c oc EOicicn\le Wxoekems beloin IS emm s fc ge nos___________

Verified Date: 4 IToio Noc/F°emle XVcrirI.-ecr 8cazg loot

No of Fcmcn ck S 1 msRecommendation on the suitabilitv of the site bt - 9i2mSl|

Signed: Date: c Neofo menuy erdxxibrelli _Signted DateI otze of occforpemmng coemnl

Name and Designation of Deciding Authority _____________3_k

(Tick si Tappopiae (uk_n)_proe/NtApr_e__________ knf7tc an spcfionn

I~~~~~~~~~~~ ~ ~ ~ ~ ~ ~ Map ofra eac fcno wc__|_nos __

Certiietat Eae hDumeptg noration Certifdcthaotheefrhof edinf o iorrcty pe ualtay of wor Ink tic as per godmp and aellf.

b Each communit consciltabonVen3led. Dhotirep:es of petm from VCPs relevant nformauon as required is attached

3 Photocopies of permissions from VCPs ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,-Fo o R ~ 1,Io 1,,. g,

Project Engineer

Name and Designation of Vteifleri

Signed: Date:_-C IN. f P-kg~ PFr

f_sV2i~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ IN Febu-r -2003~,,

lan.d Nadui Ritld Sector Pmletcr \pp-ed-es ro Lo-rtioin-e,tiAl IM lanagenrieisr Mlan TNRSP' 03

Format EM3: Reporting for Borrow Areas P,eve,,tssse measues for

LeachingConstrucuoni Stage Report Date ;\l onth_ _ Year_______Brem

ii Mosquito BreedingSire Layout of Borrow Area and Proposed Borrow Area Redevelopment Plan to be atrached with format

WitVser ro-irf-ltcontarnmnaitooFormat to be submitted before .argcr date as (decided br- PIU) for estabhshing Borrow Area,s is An other en-rtonerearsl degrdation=Borro\s Area No BA a Detais olw-orkforee

Location of Borrow .\rea (Knis Package ) Total No of Lahourers NoSI. No Item Unit Dctails Remarks by CSC, fI any i Total no of Male N'Norkers N., o

I Derall of Borrow A,ei c No of \[ale WIsorkers belows 18 i ears of age Noa Dare of Borrosw Area becomtng operoontal d Toial LNo of Female \N orkers No

dd/mm/ii-dd.ms.y e No of Female a-orkers belowv 18 rears of age N ob Current Landuise

Distance from Nearest Settl meist Kim 4 Deadils of rede-elopreni, Plan to be enclosed

d No of settlements ,tha-s 200m of Hard Road No

Cerufied that the furnished mformauon is correct the qualtu of work is as per goodr No of sttldements sviduri 5OOss of Borrow NoArea practce and al relevant informauon as required tis attached

f Total Capacin cum

g No of Trees with giath more rlan 0 3 m No

h Length of Haul Road km Project EngineerI NViWdth of Il-aul road m (Supervision Consultant) (Contractor)I Type of Haul Road metal/diat

k Sase of BorroNv Area 'sqkm.. Size of Borrow Area irjkitiFormat EM4: Tree FellingI Area of Borrov Area km x km

m Quanun- Available cum S.No Links Physical Target Completion Targeto Distance of Nearest Water Source Trpe/Size!Capacity/Present Total Target Target i/i of task Target r Date of Compleeton Reason for Delav

Use/Ownership Achieved completed Date if task completed if anyo Qu.not- of top sod removed cum Unit- - I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ nosp Detail of storage of topsoil 2 nosq Dalh/oecasional use of the Borro-v Area bh - 3 n0s

the commurno if any 4 rios

r Probable reuse of Borrow pit-ask communty _s Drainage channels/slope/charactenstics of the -

area

2 Enrihnreinent Elements (Signed)

a Quantir of top sod remored sq mo Assistant Conservator of Forestsb Detral of storage of topsod |sq mo

c Adjoining land use/Natural elements

d Near bv catchment for sirtnrg swater

Erosion Control Prograimme

Februan- 2003

1 r,titl Nadu Rotd Secror Pilwict Appe-dies tro E-itoori,en,ral lfai.age.nenr Plan IN UP03

Format EM5: Enhancements for Cultural Properties. Waterbodies & Incidental Format EM6: Tree Plantation and LandscapingSpaces

Construction Stage Quarterlh Rcport Date - Moth-l Year Conistrucuon Stage Quarterh- Reporc -Date_ _ Month_ Year_

Target to be prepared bt PIL before Construcuion period AU landscape works to be -s per Landscape Plan

All Annexures to be appended with formatl

Phys ical T.rget Fiantcial Ta.get Completion Target

Physical Target Financial Target Completion T1arget Target (tree/shrubs tb of task Total Budget % Target Complion onSi. AtsivTrgt'o ak TitlBde . T Date of St. Aiv planted in Package) for Target Achieed complted (Tas dgtnt used Dte Co,l- for Delay3Unit Target arResoniirNo this Quarter c 3 Date % if any

Achievd comepleted (L.khs) Spent usd Date C Dela, if aii cpledo____ ____ V~~~~~~~~~~~~ completed ~~~~~~~~~~No. of Survva

eClturalof-sopeetiP N',ounit Trees Rate ('½)Detads___ lees Watr EhacedTufin oPlanro.1

6 rflmubbnkocnt kim-km_

2 Water Bodnc Suevin alonuroanid_____ _______ a - landsca~~~~~~~~~~~~~~~~~~~~~~~P,ing ot No

RoodstantiConsevtroFrss

3 Incidental Spaces NNadu oa-3 Incidental No

SpacesPl..a...no at

Ansnexures Attached 4 Locato-- Nos

Details of Cultural Properties Enhanced identofied roe

Derails of WVater bodies Enhanced-h -n

Derails of Incidental Spaces Enhanced T-rfio,g on kn

Project Engineer Contractor Certified that the above mformation is correct

(Construction Supervision Consultant)

Assistant Conservator of Forests

Tamil Nadu Road Sector Project

Febtuan- 2003

- t~~~~~~~~rD

RI

0 Co~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~fC

- - -- - - -- - _ _ _ _ _ _

- - - - -- - - - - - C

- - - - - - -- - -- - ---

1-0l Nsadii Road Sect-r Iol"ccr Appeindicce to EL-ionmeoiral Ma'I:iflgOSeCOt PLt,t TNRSP 03

Format EC 2: Target Sheet for Pollution Monitoring Format OP 1: Survival Rate of Trees

Operauon Stage Report - Date Month Y_ar Operarsion Stage Report - Date_ _ Month _ Year_

(Locaions at which monitoring to be conducted as per El\fP)

Lnd-cpe Roadside Trees Landscaping at Junctions T-rfing an EmbankmentS. No Tota

Riaton for Octas. N..Total Tree Tt T otTo1-al ~ o Tota Aer TotaSi No ch-.nago D-tails D.of .r..n of In-c -Usd t Da o -pl-n if aIf DOn 5 T -K Pte Shrubs STvn S - T-fd Auria ud T Aec| Stival

Locaton tioiMitri- Date sasS cingc-rt - ln = == S Surv_in

W4- M..-Air Mo-itiring

=

WaterMonitoring ______.__ _ ____==__=_= ==_-=_

54Noil Mcnmionng

39

s Cerufied that the above informanon is correct

Certified that the Pollution Monitorng has been conducted at all the locauons specnfied tn the EIvIP Assistant Conservator of Forests

Tamil Nadu Road Sector Project

Signed

(Environmental Specialist of EC of PIU)

Febr-arv 2003

Tramilt NaduI Road Sector Pro1ecr Appendices to Environ-ental Mimagenient Plan TNRSP 03

Format OP2: Utility of Enhancements for Cultural Properties. Waterbodies & Format OP3: Redevelopment of Borrow AreasIncidental Spaces

Operaion Stage Report Date ___ onti _ Year r

Operauon Stage Report Datc _ Month _ Year To be tnotnitored bY PIU durinig operation period

To be mnonitored b PIU dorting operation period Details of remarks to be appended wherever necessars-F OrawDb-cks Identified Imprevemenis RequiredSi No A--wi 1Pon-eLac isr Ak rr

Details of remarks to be appenided wherever neressan Consrruc"nen Financil eu (Ask The 1 F-n ] SnRsr-oes

OD.lulr if dhorrorE tree cr4

Use of the Property by Dra,sbacks Identified Irmp-ovnmenms Required L , C thc b.,,,_

SI. Nii Ast-ity______Nonibe, of people C-rc- Fa AOthers (Ask Remarks/ \\birherc, s rehs. be-SlNlgo C.--yConstruction Fnancial Communiy) Technical Financial gemurts/ c-cd h- h

Cultural ['ropenrts _ 4 E--rosiC

2 Water Bodies - N.rrbe o r- pit.d

3 incldental Spaoes_ -- -6 It o o f iep-sc l

A-Stniroinff/ -sns-ue-o

-Other En,,nseersi DtegeDdanon

Signed 8 A.In problems Rerd b, ..er

9 Ai piobl-us faced by dhe local

(Environmental Specialist of EC of PIU) -ro-_10 If it hba bees de.e.oped fs s fisb

A D,ronng of svtrbessbcr fo

B Liss of f rib specer ebs t can sunIr^e or

C Economic Bencuijot,i

II If it hs been de1-leped as an orchard

A DOus of roitabdiy of sod rides

B lope~ rf PIrs....o

C Eeo-on-c Bcncfiss/Uuhn

ta .\ss Other Flodoa

R Pieseolen ;- =_

Signed

(Environmental Specialist of EC of PIU)

Febraanr 2003

Tamil Nadu Road Secro Il'roject _Appendice, to Enaronrmenral a.nagemcnt Plan 1 NRSP 03

Format OP4: Utility of Double Glazing

Operation Stage Report: Date _ Mlonth _ Year r-

To be monitored by PIU during operaron period

Details of remarks to be appended wherever necessary

Drasb-ck, identified Improvements R.qu-rc.,

Sl cH Consiructien: Financtial C )(Ask Technal Financal Sggesm-sC.ronurmuit)

I Nl-iussrnug slubnag Opcra,t,ic dB ( \)

_ uth- trbc prcmises Dstanc dB (is )/mA of the SentirLtr e m

Receptor erste lItCRccep-or of the tod-

Outaide the Datan-ca dB (A)/B premises of the from the i

se-u- ;t rentr hoeSensirove Receptor ofnthe toad_ ~~~~~~~of the ro,ad

2 ?iMoEF Srandards Depeding dB (A)_ ~~~~~~os landuse_

3 Uttln of doublc dB (A)_glazing_

Add.ional Measures Requred(If results are unsanafactrer)

A Exo Aea ro be Sq mA Glazed

Compound

B Other Provisions \egetoaveBaaner,Eariheen

jBem earc I

Signed

(Environmental Specialist of EC of PIU)

February 2003

Tini iMdo Road Socror Pro1 ect Appendices to Frssrouomcnral Managemjent Planl 'tN\RSP 03

APPENDIX 6.1 ORIENTATION MODULES FOR IMPLEMENTATION NMocldue eclinP,w-s Fo.fTa.g D onLatnAGENCY n -ards p-orrcrt if I ) li P

tlU jud l~

rta-sototocot \D)L & D3Ir-o IllD

Module OIL * NI otistoriog mocltouoot. taos all districts aod~~~~~~~~~~NI ,T"., .ch"11111 tn-1 d,r--uNo. ~~~~~Descriptio Patcpnsof Training .. *no Rcpoit..sg -corctcosstn Nl"rttorcoao

Pre-constr-tin Stgesag-tSes'sion I ______________D__h rlt tt ) stIt O

ii'ttiirrt.lttliitititd l:tgi...... (\hI),- & Nirid-uglod Npt 13n,1:) & P LI 113 X- ik.lssp shLb-orri-t It.-r-bI

errol Strisi tnt: non1

siriotnittt as \131rs & l)I~~~~~~~~~~~~~~~~~ of 1113 NlaiirseisarrDoo~, 111

,oU rstio ldi od frd l dootill)acrl

W-rrld BaskIld m t,rroids nc Ioid dir, nar

road ponlrlrs * -Ln-ttrAmeiital isilot along hilla,ffocrod h, the rtad Lo,gro-r (ADE) & -kgLIf.letr-d

Moel lc1 eollrynsdlr in coinotrucLIno -Assrrrnot Eng-it-ci 1\,,k] aorkiit da foralctoro croads A--tD,,,-Nldl 1 and ,ipocatio tragel (All) of PIlO and AEt. E.gr,loucoesoc/i,nrio* Eclgol oditas&Asitn ADiersiaa

* hct-tas ca-sig pollotion AD155 & DIEs offI-ID se,s,,, bindiversis Engisecr (ADIL) &d-urig conatructio. from dll distorts Road mai.teance and impacts (AEtaan of gIU d F,cetsorig

* .Xctivioer pollution ~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~ ~ ~ ~~Module IX o.co-se-taon efforts \AV) fkP1handAEsb/2ewrkin dto 'dlArm,t- ca.s,.g pollution I -,ku,g d.% site is,t ~~~~~~~~~~~~~~~~ADEs & DEs of HO Wokhp usqun1 o ldl

during operanos working day site Vi5it * Slsipe stability - sauna of from all districts and- .es o fon,.11 istors an

-edih conteactormerhodclogiltisisiaetsrivnaiotial g,itiaion stentcgy andmethodology A,s~~~~~~~~~~~~~~staut D-,w-I ~~~~~~~~~~measures far p-rotetion and

* lrleohodirlogv of asscssment Engineers (AOL) & It,c, es--ac-NlIodulc, for pollotono moniroong A,ssota,nt Engiocer, and PcId voit to * Unantincipated impacts andIII * Mecthodology fur sire selcction (ADE) of PIU and ALs, chucmr iero.os~-dbfr

of hortotearas constructono ADEs & DEs o I1-ID comegnoc equiedt beforecamps. debris dumptng from all dasmets comeceenioowrk

* Mrtbhodology for seloction ofSesoenhancement sires AsTVan

Baseline dsta gonrestiOn ~~~~~~~~~~~~~~~~~~~~~~~~~~~Engineers (ADE) &* Ido,,eLIcooerancoisssanrivsonlAssistant Engineers

Module cirvironmenrol components Engineers (AOL) & (AE) of PIU and AEs,Module components ~~~Assistant Engines ettoV sneia a Feedback from participants on ADEs & DEs of HO- XVa ukitig dayv in the

IV * ~~~~Impact Assessmen,t (vhF) of P10 andg-dEs Nlndule X problems encountered in the from all di~stricts and Woekahop Second sear of* Assessment methodology foe ADEi & DEs of H-D implementmaton of PMsII Maintenance construction

individual componets as - from al distocotnratrsE-, Io-, -ter, suit ctc Expe~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~cnrator, EAC

Aictigaino. moasures Assistant Dwivoinal CEnperets S,aPjcM AiiainNrosutes devised Engioer fADE) & CFDneea).Prorc

Module \ f~or the ptoject - Gocecal Asttsanlt Engineers Lectuec and field Assistant DivsitroalMoueV concoprs (_AE) of PlO and Alas, visit A2 seorkng day leetuteEnier(A )&

* Compo-ntntr: inc asuros to ADEs & DEs of H-L Assistant Engineersho io 1 lootootd feom acll,drtocict (.E) of Pl rod _\I-

Envienensontal Enhancoinonia Nt ta ~~~~~~ Otnituoul I~ witekiag Lim lecture sone Slno outtlo o~~O A D Es & DE,0 of HO I Wo rking LIos in he* Irpos of Nlcasuros Eugierers ( kOL) & ~~~~~~~~~(initi.al slagos of Xl i Aouoxfrom all di.scteia an NXne)kahop Second yooo

Mlodule * Concepts for enhancenenra :5Ass,ant Engioc... Lociere and coeateuct-olAanoacecntutoV * Design ofenhancomoots (AD) of PIU -and Al/s, Fiold virt E as(icuig ascotate,s ISCA

of travel) hold etit to aot.CC* Landscapitig ADEa & D3ES of HO l.OOSiOni hehre EIIP CE(Goneeal). IPtoject* Implomorntation of ENIP froam all distrcts mlmne Director

Cunniruenon Sta C ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Assistant DivisionalSenssion .NS dditon,l training needs and Engineers (AOL) & WobgdyithSsion Mnodulo i,nototianalaig the solutios Assistant Engineers V Vrigdyi h

Modle tnomnoal hemip Assistan Di...s-ina t working day In the XII sen-ed at: is Nlodu1l, XI (ANE) of laU and AXEs,, okbpScn eroN

tII * ~~Roles and Reapniibiso Engineers (AOE) & Lecture iniiall. stages of ANDEs & DEs of P13 ontecDo

ofEicaLi/canteactors/oonsolta Ausisiant Engineers cosrcotrom all distercts arid

Febiase -2003

ririll Nadu Road Sector PcO1eCr Appendices to Eo1t1rounienral Management Plan TNIS1P 03

Nio.ull: DescriptDon P-rticipants Form of Tr--ning Dut-ion/Locarion

rrrlrrracror. 1:L

rff 'm. :S(_

: ((Ganerl:) I'zltrreD) Irctor

Session V

krrirrant ltV-iriiiiiiI II gllrr ( \DI') &

itlrdelt isrrirlait I I rrgisevrrr I -s ,rking dat n t1ii

x1 Jiii S.idllre.orral rcaoreeg s. p. r \I,.luls M1, ( \F) rt lUL1rid \i.. r enird s

ADt> & DFi r) 1infrom 11 d.mrriets aind i elt

DIl I'll-alocSession

isririant Drersitteallingozce-s (ADL ) &

dlssistant - I inrIorkinr da, m h

Mic,dule .\s per req-nerireors 'If l'IL staff (AE) of PI sand AE. Lccti-/rsvorkrhp fiorinal c do tXIV ~~~~~~~~~ADEs & DEs o nfl-1D eal eartof

from ail disrrict and

Mainrenance

Session VIl

Assistant Divsional-

Engieers (ADF) &

Mlodule Feedback rcucs on eneronmental A tat Eogecr iModale (AE) of l'IU and aXE~~~~~~s, 1 \Vorkitng day in final

managementofromfEiasootimenial ADEs & Dfcrs of lID v-,lat consitrutionffi--, ~~~~~~~ftom all chst-its and

Ntaintenance

Session VIII

Enotronmental management In Assistant Divisional

Opeanon perod Engmeers (ADE) &

* Enereonmen-al issues in Assistant Engineers

Mhlodule Operation stage (AE) of PlU and AEr I wosking day in theI,ecin-e/scorkahop

XVI * Mlonitoring and reporting ADE, & DEs of HD final rear construction

. Environmentail management of from all disetcts and

issues subseqanrir to operation Mainrenance

stage contractor

Febaran. 2003