VX&M HI)M S(XMX OMSUME PEWQ)M(C 02W%THffnWHq (A vgm@S Modu A N D H R A D R A D E | E668 vol. 8 Revised K A R N A T R ---- CUODA j£L ;ut] &i.< L ,I -= tgDUKKOT TU 0= a 'I KINOI~~~1.0GUL o R~~~~J®~~~~~ ~ W XV®flDEY 0 K E b A L A OCEAN X J ~~~~~~~ANtoA:T ........... =_'-P_S Februar'y 2003 1~~~~~~~~~~ N D I A N O C E A N February~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -2003- --- Tj,iil Nad,. Rold Sector Prolci P _ _ _E~~~~IP NRSP Of VOLUME II: APPENDICES - TNRSP 04 LIST OF APPENDICES Appendix I I [ioposed Improvenment co Lpgrada tioi Corridors Appendix 1 2 Conditions r (:learancc hi PNPCBI aLId SM[EF .\ppcndix 1 3 Rrcoirrmendcd Desionj Chanlgts Appendix 3 I ( uidebnes ftr Siring & Operation of Bocrrow Areas Appendix 3 2 Carerna for olialLiaton o rrowo Arca bl- SLipei-sion Conuraljtant Appendix 3 3 I cerpts from 1lamil Nadu [lnor Mineral Concession Rules. 1959 Appendix 3 4 GuideLnes for Siting & Lar!our of ConruLtiCuon Camps Appendix 3 3 NacuralTHaGirat .[anagemnenr Plan Appendix 3.6 Guidelnes for Identification of Debris Disposal Sires Appendix 3.7 SpeciFicauons of safen- appliances for construction -orkers Appendix 3.8 Roadside Water Bodies along TNRSP 01 Appendix 3.9 List of Major Bndges in TNRSP 01 Appendix 3 10 Noise MNltigarion Opuons AppendLx 3.11 Cultural Properues Management Plan Appendix 3.12 Landscaping Strategy for ENRSP 01 Appendix 3.13 Guidelines for Redevelopment of Borrow Areas Appendix 3.14 . Map of Idenufied Quarr- Locations Appendix 315 Modifications to NMoRTH Clause I 11, MNeasures for Safeguarding Envtronment Appendix 41 Enhancements Drawings Appendix 4 2 BoQs & Specificatons of Enhancements and Mitigation Measures Appendix 5. I Envtronmental Reportng System Appendix 6.1 Onencation Modules for Implementing Agency- February 2003 hii . l R t ecli UI,i1dt \iiniitret Liiiltltit I> :tgeltcir A " I.itt I tSIX , P Appendixit l.lProposed Jmprovements to Upgradarion Corridors rheLn iiindesirtbie A brokenieal s araeiir kerli (3tJ mm break over- 4 itt) xxIn i alll dainimage but exclude heai-v traffic from thc lIn-s;trcngth pavemient Fro light :itd nenestrian rc ftic laclaincl chc kerb .\ r n itt of cit of die rreaollta Es given fer cipgriiatioon corridors t, given acloNx TWO LANE MINOR REALIGNMENT (2LMR) TWO LANE SEALED SHOULDERS (2LSS) [lie rivrs isa e lattiltillmu cealignuiea ltitiiit ritedlv 1 ntha IlittiIal icxti of Iimprovecment bctfore tlt:itnreiaatce -IlIeC tint\ ricO g Aginict pr,idiga srLictira o,Qli~ iid videurtgtc) miiimilForniat ion \icldhinx[x rite reiral 1li 21 ott c:ida rci of cii id pr n-ide iOn a1 mi en>e'tir xx icltl i lah a ca en igcexvar of 201 fror -xxi I.tItie atad seafled sitotideri followxs tile exit ng aLagix tartar pint Juti xI s[rricrorai ovecir- attd ivi-detaiag rto a minm ,111 i\ xil (l11 ciElier siie, cotixt reLnt ivrit [RC. 73- ISSI 1lic proac t lrill includc tinrm:l triad infrastlLUCtUrc. such trca il-s provide< o'- clar atix.d xvtdettigtg ro 1 ') ti rorma titan %ridila atid provition n lOtigicLdIal Cirlitage (SLE ROD Sr/UKDeRY ;2 ~~~~~~~~~~~~~~~~I. tIHE SrEPT ALLWBLE IBAlEE S10FF rs ll BLT F r t ) _ 7H o . XOU(t) rs _ B ~~~~~~~~~~~~~~~~~~FlATtER SLOPRO UAYE BE REWDS TO EtWSES SEABHUTY tBOO(1ER4 oo PROPOSE SRtG WAY IUl 5OO(BLB.) Ln2. iFE BASE OF THE LOROAOOOINA4L OR4UA SWt#L BE A 108511W OF tOrn BELOW | rD Cs 01 1s - D ~~~~~~~~~~THtE ROS E OF rTie RrOA BICLDOULORIPD r T A 1000011t OF OSADm LBt To *r RtH L . /7 EzC n3m, l r THE NNSTLEAL CRCUtO LEL OR AS DrD BY lie EINNER. EE VZ : =r _ ) l J LCOUDDAAL BRAN LCADON ro BE 3aED ON STE TO PRONIO r ; . , ., ,, 5_- - n ~~~~~~~~~~~~~~~~~~~~~~PADELOTr DROOBE ABS £010 REMOVAL OF DOEtsOTONt RES ANSKEE FrOELNE. Xl z | f I - l; *~~~~~~~~~~~~~~~~~~~~~~~~~ OR RlABASECLWttEOB ION TONE LoOATTDB SitALL BE A 5th0tUtt OF ; G | E-~~~~~~~~~~~~~~~~~~~~~~~ASIN YCD_EO ROtt T10 tOO eolGF CGNSAE H4W. FLAUTiR SLtLL De Rt~~~~~~~~~~~~~~~~~~~~~~~~~~B OAI |S rLSIENS OR ADE^tUE TO sLOtr LAWABAPE 0211511. TYPICAL CROSS SECrlON OF ROAD IOR RLRLAL SECTION (2LSS - V) POSELE WISE BASE tJtK S CL CF SHuOErOEr ECOtATIoOA r ~~~~~~~~~t7.Sc (IIBAI.FA/l ROAN 005) B. OR SOLACE c URHAY 53 ttRONS BtrERLFA NESteD BDlRES t1Y BE OF C= | WAY w MNLtt) -l ,$} RrrAC3 #tfRe Lt^SSeSLoM LAUE001KD0rAEur2rtr,ONORtlAIOYAEIWAA OESOOAALE ROAD BoLBNDARY 0 TIE m StNEST' ARLO MWES rtSOR BL EE IS000o TOS A UDLIIL OF ABS 3MQ(>M-) SEE 3trlD(MAX) El FB-AL OF ELO.DTUNEAAL SLOPE SN rMAT OF OFENT OBLAN ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IBt>IS 0)002 BB TO BE W03Eo0 |lSOO2tvxitODi rlosy I^NF , nioc P; RoArZ ,, SlrS I - F ,2500 @4isD9.o001101 EBESM DID OF 00510 S TO BERTDF4NAOEOLtN£ lOOT AlI pAtt rco | PROPOSEC STHBEOE WAY FAARSA FFOOT PT1E NE, LCNS L N UUt StON OF tD! BIR O BATDE LINE THEm OF FCE OF TLENA OULNPOETRA DCUT DA e ENEOBSF 14 Lm) _ _ _It ArL | SL R-_O_URA A EL OB A RtES OIWY TAHE S LFEEL ROADDRAINAGEAN1AD RELL OF E WHEREFLLLAE ELON . LSLIE OF EB FACE. 11 RU00L U SECL EIrLE OF L21R3 FAC£E TYPICAL CROSS SECTION OF ROAD FOR URBAN SECTION (2LSS - U) 5, R LAE URARSELON SGNFAN EID-ASTIN URLA sTYl BE PATM ___*_ *_*__ *_ *-_ | FIGURE 1.1.l: TYPICAL CROSS SECTION OF TWO LANE SEALED SHtOULDER (2LSS) SLIM L RURALW MV < TAM A W A I~~~~~n N.'sm I I RA- Febmuarr 2003M Tamil Nadu Road Sector Project Appenidices to Enxxronnsnental N [Liagement Plan TNRSP 01 OF CP rRE WAY 27.Om (OES20E ROAD R D 04) 13000c (914014001) DESIRABLE ROAD B0UNO9Y 4000 N900 (9950UE LrN4)TES 00NE41 1RE1E OR9l1`.09 WAY 00 1. THE STEEPEST AIDWABLE BEim SLOPE LS o, BUr FLArrER SLOPES uAYr BE REUUI9RED TO E00SURE SlA111Y 6 5 1 - | VARES S 7 ULDER FROPOSEo | LRE wAr GRAVEL SWi 2- ITiE BASE OF THE UDNrTUJOINWL OOAN SHIALL BE A H0Nr1t OF I.r GELOE T 004E EDGE OF THE RMAM ShOULOER AND COT A 104u13 OF 0.4Dm Lk 0 T0E NATURAL GROLUND LEIEL OR ASD 0IRE1ED BY 14E ENGINEER_ 3. ONGITUDINAL ORAIN LOCATION TO BE SE 0200 ON sr0E TD PRDVEE ____ _ \s f 15X92 ,A. 1 ENr DrarE bND01 AYOtDMPOVA L D OF E0S0N9 TREE9 WHERE POSSIBLE 4. ON RURAL SECTONS NEW tREE LOCATLONS SHALL BE A 11Nt1UU0 OF 6_1m _R014 114E EDGE OF CARRMAE WAY. PLANn0r; SWLL BE = \ X / 1 ral - ptcnSc. RDaD .m | - / reu=,=.,,IA tN CLuJSERS OR AVENUE TO suIT L,tNDSCAPE DEStGU- i \\LONGITUDINALDRAN E.| 5 , _ a. OR RURPL SEMNS EKIMG TREES AR;E To BsE RETAINED O4tEN E. SEE NOTESwA jP04900LE WHERE B9AE 4RLV4K 1 CLEAR OF St1LD0R EDCNICRNF1RMA:nON ON S0TE EY THE ENG00 R. TYPICAL CR0SS SECTION OF ROAD 'FOR RURAL SECTION (ziLS - R) 9. ON 'AL.LACE & LURAN SE2n0NS SRl0C2,Nl` ExsrN 19REES MAY HE Wa&S A 903REWNED 44E0 W9E TRUNK L t1rm OR MORE CLEAR OF 09R9ACE YtAY. OF CAR4EArE WAY 7. ON URBAN SECTIONS SLOW LANE PARKWNC 40MH LS N90RU.LY 2t,r (0rN CDNSR0 AREAS T1M1 CA4 BE RE0D TD A RNIMUR OF 0.5c . _ __ _ __ _ __ _ __ _ __ _ __ _ _ __ _ __ _ __ _ __ _ __ _ __t7.0m (DE A B_ 9. UrvJtt LoNGM1 u1NAL SLOPE OR INVeRT OF OPEN 0E941 BsoD (ti5NtitUt&) | AND C0ED DRA940T 1W3E O9 25% =9DESLRA9E ROAD B0OUNDARY 9. 0O0 S1TE4t END OF 0RA4N 1 LI HE T9R0ED o90r 1 L_WONI1JUDrAL 0RAIN. CULVˇRE OR 0R9tNA0E U0E 30(AX.) 3DCIOLWSOO. 7 0tD 0] 10 l ORt URsA SEenN uAXDlat 31iUaIC OF EX;Sr5a B3LIGLNS Is TO WIT*N ff SgOO(KiNj l | PROPOSED 0 AtWAGE WAY i m t ISO5-l rm OPF ACE OF KER13 (R.NFDOTPMH WETH IS =990 t9501,D) 11. MtL M11ENS0 4 ARE IN 'mm' UNLESS 01HER1E SPE0D4.1 ..mml= On" ILSs , z-5 1 1 i || 2 FDOE OBIECTS SUI04 AS POWER POLES. ULRT POLES AR£10 BE * T i A Itf REMED CE)CODONG ERS(1 0 T19E) HHERE THEY FAIL WnH500 A 10 tRVFAL SEUMN Dh . RROlRFJU 5010e WRY EDGE0 Z D5 i1 t IJ VILLAGE 5sCR00 . NSIDE OF 9009 FA0l URBAN SECTiON . 911SDE OF KER19 FArE TrPICAL CROSS SECVLON OF ROAD IFOR ULR E SECTtON (2±55 - V) SIF I WAYg8600 (LEIW U * E______________ FIGURE 117. DTI CROAD SC ON OE T % * aF R AGE wAr 4~~~~~~~a R7- aPCLCOSSCTO FRA O URA SECTON (WNLGSt - U< . ~ ~ FGR 1.1EE TYPICE CROS SEEEO OFTWOLNEGAVLSHUDE 2LS SME .0900I rAr-irLo"15oD)* 5U5W LAAD 000409 9A9ED ROAO SL1 2500 003 - ~~~~~~~~~~~~~~~~~ FerS OTE7r|t 2 5D 00 ''aiTii Nadu Road Sector Project Appcncrs to Envirornentl Manugement Plan TNRSP 01 X~ ~ ~~~~~~~~~~~~~~~~~~~2 crt RJcA OWtON -O 50LCOB hALB IUtO 10.0l (ItLULUAFP t Ow 1 , E~~~~~~~~~~~~~~~~~~~~~~OE .TH Ot EISALr FLU0m Xt 1OA= ADE Lo iES 'rt BLr W PFOPOSED ( &E sLOR . r 4 RURAL EOt SEES NM LONWtZSttT I5105 BEr hAtU tO -m N~~~~~~~~~~~~~~~~~~~050 C hUSTEE BRAS24E STOt Sr LTOnI OE sooarE orCN- C 51 _ _ < i_ -.,,. t ;;;= =;t P~~~~~~~~~~~~~~~~~~~~~~~OSSEQLE. IIHERE BASE TRUNL LS OEAR OF SHOULER EDGE1OHRRRtMAMN ! E I . D~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NA1! s:tT'E - Er Y TLE r CREt R YEER Eit 15l b ON L5. U SOtt itOS t 5LO LME PARt t < 2 _. L3.ONCJTlVNNL URAN [0C0LO TO BE SELECTED ON SE rD PROVIDE PAVUENAT DRAINAGE AND0 01.0 RaOMUAL OF MSTNZ TREES55 WHERE POSUBLE, 4E ON RURAL SECTONS NEW TREE LDCALN SHALL BE A WIN1M5U1 OF _m FRO .-TiE URGE OIF -ARRIADE WAY. PLANTNG SHAIL BE /m CULURT1S OR AVENUE TO SULT LANDSCAPE OESROLT \!:lUD[NAL|ORAl ' [ 5. ON RURAL SEcTnONS ETIG TREES ARE TD EE RE£AUED MIEN FOTOBLE. 1i04WER BASE TRUNK LS C4EAR OF SHOLULDER EDE.EcNFURRADoN 9OR SOE BY THE eONEER. IYPIGAL CROSS SECTION OF ROAD IFOR RURAL SECTION (ZLRR- R) OR V-r.0E & URBANE SECORS SNRUIRCANT EX000e MEAT BRE __ I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~EAOBIN WENRE BASE TRUWR S t.Sm OR tORE CLEAR OF CARRIAGE BRA. TDU ONRBAN45 SErTORS SLOW LANE FARIONIT 81DTH4 LS NItAILY ROaD. OF CARRLAOE MAY B. ItNUUU UDNCTRTUDNAL SLOPE CN KSCiRr OF OREU DRRAN ItOm (IRNBIU!I ROAD RO.w) AND COYNESE DRAN SD BE 02.E: 9. DOWN STRERR ESD OF DRAW L S To BE tURNED TIT TO LDROR1ITLRCNRWLNALL SORNL Oaar S RANAGE LUNE. IS. ON URBAN E5W1N0 hU&tL0 INTRUSLON OF DISRT BUIULDNCS rs TO WDinN 1.Om OF FADE OF KERB (*AI&FDOTPATI* W1D11* B TiEBEFDBE 1-00m1 mP5L > D^OPOSED X ARRPLE WAY tIt. AjL OLBUREIDS ARE N '.ma' UNLEUSS 0O4EIWRISE SPOIFED. wIS. FOLCU OBJECtS SU0H AS FOWEL POLS LIr POLES AWE SD BE RELOC.AED (ID011 M DM= TREES) wHERE DHEY FAL L WtrHLN ___________ ________ rRURAL 0E050O tOr molt COREE WAS ROSE WIAE 550N INSIDE OP EOAO F-CE. URB3AN SECTIOR a NCIO OF KENS FACE. TYPICAL CROSS SECllON OF ROAD FOR ULBAE SECTION (ZLRR - U) o: J 4FIGU E11.4TYPIC L CROSSCTON F WONOF CARR(GE WAYL 4>AD E tOOm a.UUU BROAW RA.W) a - ~ ~ ~ ~ ~ ~ ~ ~ ~ >b Fcoxar 2003hNt U) S EE NOTJE1t sEE NarE-10 10f IQC 7COP^FROn10 : TYPICAL CROSS S6TION OF ROAD FOR URP3AN SECTIO'N (Z.R - U) o * E J * r | FIGURE 1.1.4: TYPICAL CROSS SECTION OF TWO LANE RURAL REALIGNMENT (2LRR) v6iM .. JIAL rS Fcbr.uan -2003 l`aiisl N,d,i Ron1d SCct toPiojeo .\ppeidicc; to 1 rn onraiestl tltttttertfiii Plait n a i Appendix 1.2: Conditions of Clearance from TNPCB & MoEF 3 TNR>P shall tultill the objectives oflwicdcning to 2 lante, pavemnentstrengthening, drainage imp;roveimenrs. raosing of roadI level In too% snaig stereches. Impraovemeiit in standard specificantons and pracuces for des,ign., conistrorrionl CLEARANCE FROMI TAMIL NADUL POLLUTION CONTROL BOARD (TNPCB) and matintenance of Stare roads and laridges, realiganment to Improve horizontal geonaietn atad rater aiad bypascse of selected aireas NOC fronti TNPCB (L,etter No F5/F 23 lS/TNIPCBD/VL-R/99/Djatdl 12.11 991 v-ide its, Resolitioia No 174-1-8/dc 4 l,oss, of svedands to he acqoilred has to) he suiralaly conaipenisated and also niake provisions In dlae project estirlate 271 Id 99 for rlac proposed improvemntrn of thec ex,iung roads aetween Arrcot-Ara,iiii-Poluir-Tirui~-a'nnamialai- tOmnake lanid available fit foir agriculIcture in crnsuL taonoi o~ith- tiac Agriculturie DepartiTient JIrirktvivlour Polur-Chengana. Vrid1laachallana- Iasanaiikotadanall-lKuLmbakonaniai.Tht rLs-aruir. [aaaoaaaA5au Adeqoiate MineSI-res so ensore least iniierteretace to forest/wild life ernst-stem in conisultanion witl the Forest tIacloding forriattion of ness h%i-pas roads for a lenigth of 386 1 Killn subalecE ita the conditons specified by TN`CB and .Dept. alcso catnditiota inaposed bv :lae liubbc hearitig panelt or T-iruvatananmalat, Vellore. CuLddalore. V\-dlo.putramn, Thaanlax-ur. 6 Etasure daiat tlhe imapacts, rit water resources aiad the hydrhological regame is nianimLna Tli1iruvarsir and Peramnbulur districts 7 Nleasurei for control of erosion antd ecnienteataion of ivater was-s doIring consutruction CONDITIONS IMPOSED BY THE PUBLIC HEARING PANEL S~~~~~~~~ Maintain proper gradient duLring excavation For slopes steeper thsan naaurual angle of repose for soil, artlifilcial CONDITIONS INIPOSED BI'THE PUBLIC HEARING PANEL ~~~~~~~~supports are necessary Stone pitchaing or planting stalah trees and other soil binding vegetation must stahiizee slopes (1) p1tb1, f-leanaeg zii Timvnsoniinsait Dirstat heis ois 25.5.99 9 Subsidence danaiage to be mininemsed eithier by precautionary MeaISures oni surface to protect installations or hi I Sen-ices of voluntary organizations Canl be Louiszed In tree plantation and niatntenance appropriate modaficaunns ofcexcavaooan naethod especiallyv In urban areas. p~~ piits5s, /-leiinsg is j-'e//sw Do/ott /ie/des 26599 ~~~~~~10 Domping of excess excavated earth in nearby l ow lying areas and leveLuaig shouild he explored I IHeighit of the sodl bank shall niot exceed the normal tree top level in tiat area Dumnps mnust be properly. graded I Bi-pass to Arcot towvn should be included in dae project and terraced swith contour drainage accompanied by stabiliczation of slopes and terraces using proper vege'tauion 2. Role to be played by- the local bodies 12 Protectioni of the envtronnment on and off stie during construction 3. Impact on road aide wvels 13 Control of oil laden run off in existing water war s by proteCtive bunding around petroleum and bitumen storage (3) Pu5b/ic Hearns5 is Cadda/ore Disr/nt! he/daon 18.6'.99 tanks Availability of liquid dispersants at site for cleans up of accidental spillage. 14 Earda required for embankmaent construction shall be obtained from approved quarries to the maximum extent I slinLmise displacement possible, and if not available, then from designated borrowv areas on waste lands or from oivert or along the stork- 2. There shall not be excestive lanid acquisition Find alternatives if the land is agricultural land site after approval from competenit audiornues 3. The rehabiLitation and resetdemenatc should be implemnented 100% 13 Establish sanitary lanidfils near the alIgnment for disposal of non hazardous construction waste after approval 4. Conapensanion first theni project from competent authonnles 5 Planting of treei should he implemented before staruog the project 16 Check anid mainitain construction machinenies and vehacles penodicallsv for control of smoke emissions and to 6 Uprooting of trees should be munlsasised satisfy standards prescnbed by the Board (4) Pithlic Heamiig in Vi//etpuream Dirtact hi/do 021.65.99 17. Location of Asphalt mauxing plants and other mobile plants at diatance not less than 500 m from residential areas and 50 m from NH/SH 2. Thernue dshalan emexcssv ladaqiio.Fn lentvsi h adsarclua ad18. Control of dust emissions From concrete hatches mixing and other plants and temporary ro-ads by watering and 2. There hiU not b excessiv land acqisition. ind altenatives i the landis erectingrabaraniersctogb preventt mateen alste from beingeiblolonnaway 3 The rehabilitation and resetidement shouild be implemented 100i/ 19 Full-scale dust control svstem for control of SPMI from Asphalt mrriing plants. Emiussions shall satisfy- standards 4. Compensauon first then project ~~~~~~~~~~~~~~~~by Board Provision of e'nclosures for all Asphalt mixing, concrete nmxing and other plants. 6 UProoting of trees should be ninplaaised bfr trn h rjc 20 Transport equipments shall be properly covered to prevent dust emiussions dluring constructioni 6 Uprooting of trees should be rmnwmsed ~~~~~~~~~21 Check and maintain construction mac hineniee and equinpments penodicallv for control of smoke emiussions atid (5) Pub/sie H-earing /n Thoariaenr Disr/ni he/deon 21f 7.99 limit thetr use near dwellings and sensitive areas 1 Tree planting should be in ratio of 1 10 22 Noise generated from Asphalt mixi,ng plants, concrete batching plants and crushers shall satisfy- standards 2. Adequate compensation prescribed by the Board 3 Land provided for rehabibtanon shall be comparable to the land acquired from them 23 Pros-ide shoulders, bus bees and layT have for control of hazards due in vehicles stopping on the cartiagewasy 4 Imaplementanion should be such that there are no social and communal problems Sealed shoulders shall be provided as proposed for slow- moving vehicles S Interests of the PAPs should be protected 24 Proper measures especially during iraffic diversion to avoid accidents of vehicles carrying hazardous substances 6. Merasures suggested in the ENIP should be followed meticulously 25 No blasting under F-NRSP has been envisaged Ifanyv then proper safe technology has to be adopted 26 Incorporate architectural designs to blend with she landscape anrd replant disfiguired surfaces by deep cuits, Fills (6) Pidb/a Heins,g in Perrnirbubsr Diana~ he/desn 30.7.99anqaredutgcsrcio I Adequate deainage facilities to avoid flooding of the toad and toil erosioni 27 Increase the number of deasin outlers, proper placing of drain outlets to avoid cascade effeens and lining of the 2 Adequate compensatory tree plantation and their maintenance receiving surface ivith stone and concrete to control the erosion of lands beneath roadbeds receiving 3. Timely and full compensation to all PAPscoenaedutlwfmdrri CONDITIONS SPECIFIED BY TNPCB ~~~~~~~~~~~~~~28 Realign to avoid wetlands or provide adequate numaber of culverts and bridges to avoid any impact on the CONDITIONS SPECIFIED BY TNPCB ~~~~~~~~~~~~~~~~~~~~hydrological regimne of the wvet lands I imnplement EMP as per ElA Notification 1994 29. Tap ground watervwih least disturbance of the local hydrological conditions and also to avoid salt water intoision 2 Alignment designed to miinimise impact on land acqtiisition/biddiongs/cotiununiltv facilities/rrees/disptacement 30 Realgig to avoid importanct migratory routes for swIld life and live stock of people 31 tProvisionis in the budget to assess the vector ecology in the wvorking areas and take measures to avoid creaimng breeding habitats February 2003. Tit,-l \.,tilt' Road Siot Piowjcl AppaiLess csro ......LutottilI;ttsagetci lit I Rl' 1) 32 Fuel requiiremetit to the laboir force to avoid illegal felling of trees Prohibit poaching of wild animnals by- r Excavarion work to be dotte in conisulctnon with Soil Consetaition and \'sarcr shed Development agencies coinstrFUcno1i crc\s near forest areas sorkina in tihe aLrea! 33 P'lu.tinrig of fooir saplings. usoni)ctilture or moultu ucire n niaut-e, at suirtable places for se%ers tree removeed Consiructon spois includiiig bittitninous material and other hazardous material must not contamitite starer Plotinng shall be doloe professionallv and at thc right ume of tlie !eac for iaxunimzig saptlig suarvival Proper CoLIrscs sod dump sires for such m1atcrial motiS be secured so that thee do on r lItch 10 thc grOUnd Nviter pro-ision iii the budgct in coissultanon stith thsc Poresr Dept 4 Coistrriclon materials shall be ob[ained fromil existing approved quarries Its case ncts quarries are to be opeined 34 iaroper antd adcquate rehabilitaotion 'lleaSiures are cnsuired unider resettlemetit programniee after obtatising approval specific approval foe the saint shall be obtatised frosm cotaipetent aUithorices 5 Adeqtuatc precaoiuons diring tranasportanuon of material 3a Ifurure dcvclupomen projects on boti sides of thc road shall be so plinned to av oid arnt iimpacts Ott TNRSP 6 Borrosv pits and other scars created during conistrLcuoni should be adequately leveled and createdi 36 mlonitor trc efficicncv of TNRSP reach by reacs as aid shbtn ope for traffic. itdelerift lap,cs iii proposecd design 7 PAPs should be adequarels rehabiltiatcd and details its this regard sIsoulIl be provided to the miiiistr-s aid inpleienut tri crtical areas -Adequate provisions itn the budget for moniroring S \dequate Financial provisions in the projcct to impilenaent the aforesaid safeguard 37 Imple nt thc inoo:itoring progransine as envisaged in dic ENl' covering nmicgation measures for tlora anid 9 Project proponenit svill set up a separate environtnental nanagement cell for cffecuve implementauon of tutina. seater resource. drainage arid tlood contirol. taste managerenrt. air qualir. uoite ensissions, safet- and stipulated en-ironimental sifeguards under super-ision of a Senilor Executive (r.affic conitrol, control of road side development and preservaton ofculltiral heritage 10 Full support should be extended io rlie officers of this i - i 1 Office at Bangalore bv proicci proponents duritig the inspecuon of the project for monitorng purposes by furnishing ftill details and acuon plan CLEARANCE FROM MINISTRY OF ENVIRONMENT & FORESTS including acton taken reports in respect of mitgative measures and other environmental protecuon acunvites I A six monthl- monitoong report shall be sublittred to the Regional Office of the ?\hnistry at Bangalore regarding Clearance from iNoEF (Letter No 21012/42/99-IA-IfI, dt. 180 0 2000) for improvement of roads having a length of implementauon of dte stipulated conditions 353 Km The uiinprov-ements to be undertaken as a part of the project iiclude converting the roads from single lane to 12 The il\imuscn and any odier competent authorirv may stipulate any- other condiuons or environmental safeguards two lane, provision of nesw bridges, strengthening of nesw bndges. strengthentng and reconscrucuon of pavements, subsequend'- if deemed necessaa- swhuch should be complied stuth improving the road shoulders, umproving the road geometrh and providing adequate drainage facilies eo prevent 13 The munisnra resear-es the right to revoke this clearance if any of the conditons stipulated are nor comphed with flooding The stadth of the road after omprovemenet rstll be 12 m including shoulders of 25 m width on either side. 8 to the satisfaction of the \linisiinr bypasses having a length of 46 2 Km wtill be consruucted. The total land requirement for the project will be 349.7 ha 14. In event of a change in project profile or implementauon agency a fresh reference shall be made to the Ministry miiciuding bypasses No additional forestland shall be diverted for the project. The clearance is subject to the following 1 The project proponent shill inform die Regional Office as seeS as the Malmarst, the date of Financial closure and coriduons che final approval of the project by the concerned authorlues and the date of start of land development work SPECIFIC CONDITIONS 16 A copy of the clearance letter shall be marked to the concerned Panchavat/local NGO, if any, from swhom any suggesuonis/rrpresentauon has been received wshde processing the proposal 1. All conditions stipulated by TNPCB m their Letter No F5/F.2318/TNPCBD/VLR/99/Dated 12 11 99 shall be 17. SPCB should display a copy of the clearance letter at Regional Office, Dismcr Indusmnes Centre and Colector's effecovelv implemented. Office/Tehsddar's Office for 30 days 2. All conditions stipulated by Tamal Nadu Forest Depr. in their L.erer No T54/13222/2000 Dated 11 199 shall be 18. Project proponent should advertise at least in two local newss papers widely circulated in the region around the effecuvely implemented project, one of xvhich shall be in the vernacular languagc of the localitv concerned informung that the project has 3 All condituons stipulated bv Public Works Dept (State Surface & Ground Water Resources Data Centre) vide been accorded envLronmental clearance and copies of clearance letters are available wvith SPCB and may also be rheir Letter No Gl/13599/Consultancv/2000 Dated 17.7.2000 shall be effectively implemented. seen at the swebsate of the Mfinmstey http //wiine envefor nic ml 4. Clearance from the Chief Wild lfe Warden shall be obtained before initiating anr construcuon acuvls on this project and conditions if any shall be implemenred. These supulaions wvould be enforced among others under the provisions of the following acts and notifications a Safety aspects should be carefully examined and Safete Audct should be carrned our and report furnished to the including the amendments and the rules made drereafter Nlimsm I tWater (Prevention and Control of Polluton) Act, 1974 6 Accident mutigation measures and procedures to be followed in emergency situauon should be detailed to the 2. Air (Prevention and Control of Polution) Act, 1981 Minustry within three months 3. Environment (Protection) Act, 1986 7 The building and control lnes should be clearlv estabhshed to avoid any nbbon development 4 Pubhc Liablhit (Insurance) Act, 1991 8 \Nh-erever possible underpasses shall be provided. 5CRZNotification, 1991 9 PAPs should be adequately rehablhtated m accordance tsith the rehablitauon pollcv approved bY GoTN and 6 EIA Nonficacion, 1994 details in dus regard to be provided wvithin 3 months 10 Trees located bey'ond the edge of the proposed road shall not be felled Trees necessarn to be felled should be APPENDIX 1.3 LOCATIONS REQUIRING DESIGN CHANGES idenuoied before hind and necessan- approvals from competent authoryt- should be obtainied for fellng due same Adequate number of urces felled should be planted in hleu thereof The proposed engsineering design avoided at congested stretches thereby reducing impacrt 01 large number of structures During the course of independetit resuex- certain locauons having impact on residenual, commercial and a GENERAL CONDITIONS prmary health center svere idenufied Presence of some cultural properies along the corndors and consultations sith local people swarranted changes in design Locauons swhere the changes in design are requLred to munimize these I Adequate infrasutucture facdites iticluding svater supple, fuel and sanutauon to construcuon sworkers impacts are given in the Table I I belosw 2. Appropnate measures during digging activities to avoid any likely impact on seater bodies 3 Borrow sites for earth, quarry sites for road construction material astd dump sitcs must be identified keeping in viewe the following: - No excavatuon or dumping on prvate property serthout swritren consent of owner ar No excavation or dumping on swedands, forest areas or other ecologically valuable or sensitive locauon Februar- 201J3 Tamil .[t t,-ad Ro:ad1 S,crom 1'rolecr App-ladi-s t ro Eminrorlenlt.al 1:1-19gemteMann\n tl'it TNRSP 01 Table 1.1: Locations identified for design changes R,,.d Ch-nc Ch.rn.gc ( Orrecrir | V,Iitig Issuc SNigges,ion c roSter.rIrirt ritimt lltort mtrrttatts I r spi itis orhrsm It IoXcatd hrlt rc t7r tl trr ntttO I - li- A, btr-. i tst dd ti, tInge rh IIh kkrsrIt- nAl,g b.,tk, stt t r . rrtbllr. Itie *tttOtttd5lt - -58.. SHil Iptrriiirit r rtsarrncr I IS nr ...i. .r. itht Ira ltd I rslIrt I,. h.tlrrts t .ttt trtir rrIr g.t U.ti...r..... ,r baliod th. ah,ro- rod slg ihL I tnpIa/snIrrtm bn rhrtits th amates,.rtra r it1 al tIc. madrrtttrtsl Oantr ir nat _ _ _ d ~~~~~~~~~~rntts urb tralm thc cxpStcrd rinctrawtin _ ___._ ._ Februanv 2003 I amil > :idtt Road Sector Ptoiccr \ppettdices to Eatio-u-ntial mhtt.tge,tie,tr Pla,, TNRSI' ot Appendix 3.1: Guidelines for Siting & Operation of Borrow Areas Borrow pits on the riverside: The borrow pit shouLld be located not less than 5im from the toe of the bank. distance depending on the magnitude and duration of flood to be withstood. (A) SITING Communiny / Private Ponds Borrowing can be carrned Outr at locations, where LIc provate owners (or in sorice cases, the communin-) destre to develop lanlds (mostlY low-I-ing areas) for ptsctculture purposes and for uise as Spcetfic locations of borrowv areas to be tised in TNRSP vill be identified b1 contractor The selection and fishpoiads recomnendaoons for borrowv areas for use to TNRSP, will be based on eiivironmetttal as vell as ctvil engineering cot,itdcrauons Location of source of sstpph- of materils for cmbankment or sub-grace and the procedure for Borrow Areas near Settlements: Borrow pit locaiuoni hall be located at least 0 8 km from villages and settlements excavation or tran1sport of matereal shall be in compliance with the environmental recluiremeots of the NIoEF, If Unavoidable, thee- should not be dug for more than 30 cm and should be drained MioRTD-I and as specified in IRC 10-1961 Certain precautions have to be taken to restrict unauthorized borrowing by the contractor No borrow area shall be opcned wirhout permission of the Engineer Thc borrowving shall not be carried out in cuiluvable lands, unless and until, it shall be agreed upon by the Enigineer that there is no suitable unculuvable land In the victuir for borrowing or private landowners are wiLLang to allow bocrruwing on their fields. Appendix 3.2: Criteria for Evaluation of Borrow Areas by Supervision Consultant The contractor will isot use any of the locations described in Secuon 1 2-2 1 of Table 3.1 of the ENIIP for borrowing (within or upto 200 m either side of Reserve Forest/ Ecologically sensitive areas) (i) Existinag landuse (Agnicultural/Barren/Scrub/grazing/any other type) (B) OPERATION YP To avoid anv embankment slippage, the borrow areas will not be dug conunuouslv, and the size and shape of borrow (ri) Vegetation / trees to be removed pits xvtll be decided by the Engineer. Redevelopment of the borrowv areas to crutigate the impacts vill be the responsiblaty of the contractor The contractor shall evolve site-specific redevelopment plans for each borrowv area (us) Erosion/degradauon potential location, which shall be implemented after the approval of the Supervision Consultant. Precautonary measures as the covering of vehicles will be taken to avoid spilage during transport of borrow (iv) Distance and name of the nearest setdement matenals- To ensure that the spllls, wvhuch mught result from the transport of borrow and quarry materials do not impact the setdements, itwill be ensured that the excavation and carrying of earth will be done durng dav-ume onlv (v) Distance from the nearest surface water body The unpaved surfaces used for the haulage of borrow materials will be maintained properly Borrowing of earth shall be carrned out at locations reconunended as follows: (vi) Drainage pattern of the area Non-Cultivable Lands: Borroving of earth wRll be carned out upto a depth of 2.0 m from the existing ground level. (vu) Distance of die nearest Reserve Forest / NVild life Sanctuarv /1 Iait - i t Borrowving of earth shall not bc done continuously. Ridges of not less than 8m width shaU be left at mtervals not exceeding 300 m. Small drains shall be cut through the ndges, if necessary, to facitlate drainage. Borrow pits shall have slopes not steeper than 1 vertical in 4 honzontal. (VI) Distance of the nearest Sacred Grove (if anv) Productive Lands: Borrowing of earth shall be avoided on productive lands Hoxvever, in the event of borrowing (LX) Distance from the nearest school / hospital / primary health center from productve lands, under circumstances as descnbed above, topsoi shall be preserved in stockpiles. The conservauon of topsoil shall be carried out as descnbed m section of this chapter. At such locauons, the depth of (x) Dail/Occasional use of borrov area by the communin borrow pits shall nor exceed 45 cm and it may be dug out to a depth of not more than 30 cm after smpping the 15 cm top sod aside (xi) An%' schemes or avenues for generauon of income for adjoining conmiunin- Elevated Lands: At locauons where pnvate owners desLre their fields to be levelled, the borrowing shall be done to a depth of not more than 2 m or up to the level of surroundmg fields Borrow pits along Roadside- Borrowv pits shall be located Sm awav from the toe of the embankment- Depth of the pit should be such that the bottom of the pit shall not fall within an imaginary bae of slope 1 vertical to 4 horizontal projecred from the edge of the final section of the bank, Borrow pits should not be dug ccnutinuouslv Ridges of not less than 8 m xvidth should be left at intervals not exceeding 300 m. Small drains should be cut through the ridges to fail.tate drainage. Febrnian 2003 lTail N NKida Roasd Sector lrolect Appendices io Evitonasenrarl Al-nage-srL' Plan TNRSP' 01 be referred to the Revenue Divisional Officer for orders In alL other cases the seigniorage fee at the rates specified in Appendix 35.3: Excerpts from Tamil Nadu Minor Mineral Concession Rules, 1959 Appendix II to these rules shaLh be charged Tamil Nadu Minor Mineral Concession Rules, 1959 [Corrected upto 31.3.20011(GO No 3757. Indtistles. 4. QUARRYING IN RESERVE FOREST Labour and Co-operanon dared 24 9 1959) lays down guldehnes for establishing quarries anid obtaining quarry lease It also specifies the conditions to be maintained for operating the quarry or for obtaining renewval of quarry lease In respect of quarrYing in envuronmentaLh- sensitive areas certait restricuons hav-e becn imposed to avoid any In the case of Lands wvhich have been consututed as resen-ed forest under section 16 of the Ilamil Nadu Forests Act, derimeittaL impact due to irresponsible quarrying Some excerpts have been presenitcd in this secuon 1882 (Tamul Nadu Act V of 1882) ah quarr-ing and rcmodal of tUrf and the eards bh the pLubLc Ls prohibited except in accordance wilth perruts granted under the said Act The Forest Department may allosv other Departnsents of 1. QUARRYING OR REMOVAL OF SAND IN CERTAIN RIVER BEDS Government and local bodies to quarrv in forest areas and charge for the material quarried W'hen quarryi,ng permuts or regular leases arc granted to the pubhc or to the Government Departments, Government owned Corporatons or Quarrting or remov-al of sand in the State may, however. be prohibited absoluteh or regulated by the Conservator of Companies and local bodies, the material quarried shall be charged at the rates specified in Appendix II to these rules Rivers in rlie case of lands in river beds to svhich the Mladras Rivers Conservancy- Act, 1884 (Madras Act VI of 1884) or the lease amount and other charges shall be collected as the case may be, as provided sn these rules The has been extended anid no quarrying or removal shall be sancuoned by the Colector in such cases witlhout consuLing procedures and condiuons prescribed in rules 3,7 and 8 of these rules, as the case msay be, shall be appled to deal the Coniserv-ator of Rivers Quarrying or removal of sands from beds of rivers in charge of the Pubhc Works xvith thcse cases Deparutment to which that Act does not apply shaLL not be sancuoned by the Collector without consulting the Executive Engineer of the Division I[the Disumct CoLLector or tae Distnct Forest Officer, as che case may be, before Violauon of these rules shall entail prosecuton under rules 13 and 15 of the Forest rules framed under section 26 of granting quarrying leases or forvarding apphcations for quarrying leases or quarrying permits to the State the Tamul Nadu Forest Act, 1882 (Tamil Nadu Act V of 1882) Government or to the Director of Geology and Mining, as the case mav be, shaLL ensure that clearance has beeni obtained for quarrying in the area from the authornry in whose jurisdiction and adrumrstrauve control the place of quarrying in the river is situated and from the authority in xvhose control any of the budges or]t 2[5vater supply 5. QUARRYING IN RESERVED LANDS sources or works are vested and shaLL also ensure that no objecoion certificate has been obtained from the Tanul Nadu \Vater Supply and Drainage Board in respect of an area for quarryimg of sand in river beds]2 In the case of Lands wvhich have been noufied as reservted lands under the ruLes issued by the Government under 2. REMOVAL OF SAND FROM PORT LIMITS secoon 26 of the Tamul Nadu Focest Act. 1882 (Tanaml Nadu Act V of 1882), the publc may be allowed to quarry provided firstdv that such quarrying shahl not injure the growth of any tree, secondly that it may be prohibited m anv Any quarrying and removal of sand from the Limits of ports under the adiunistrative control of the State government area for any special reasons and thirdLv the quarrying shall be subject to the payment of seigniorage fee or lease for scrubbing docks and baLlast on countrv crafts or for other manne purposes shaLL be made Nvith the previous amount, as the case may be, as specified in these rules. The procedures and conditions prescnbed in rules 3,7 and 8 of permission of the conservator of ports under secton 30(1) of the Indian Ports Act, 1908 and it shalL be alowved free these mica, as the case may be, shaLL be appied to deal with these eases of cha-rge If the quanutv does not exceed 500 kiLograms and if the removaL is un excess over 500 kiLograms. Seogfcorage fee shaLL be dcharged on the excess over 00 hograms at the rate prescinbed from v me to r ime i m Violation of these rules shaLL entail prosecution under rules 13 and 15 of the Forest rules framed under section 26 of Appendix II to these rules. Quarrying and removal of sand for non-marne purposes shall be made xvth dhe previous the Tamil Nadu Forest Act, 1882 (Tamal Nadu Act V of 1882); permusslon of the District collector mn consultation vith the Conservator of Ports and to the payment of seigenorage fee at the rate prescnbed from time to rime an Appendix 11 to these rules. The seigmorage fee so collected shalL be 6. GENERAL RESTRICTIONS IN RESPECT OF QUARRYING OPERATIONS credited to the Tamil Nadu Mvlinor Ports Fund or the Landing and shipping Fund where one has been constituted for the port. 1) The quarry-ng pemaut holder or the lessee or their men shall not wvork or carry on or allow to be worked or carried on any muning operatons at or to any point within a distance of 50 metres from any railway line except 3, POWERS TO MUNICIPAL COUNCILS AND PANCHAYAT BOARDS with the previous written permission of the Railway adnminstration concemed or under or beneath any ropeway or any ropeway tresde or station except under and in accordance with the wvntten permission of the authonty Munucipal Councils are competent to grant permussion for the removal of sand, etc, from sources of wvater supply ownung the ropeway or from any reservotr, canal or other pubhc works such as pubhc roads and buildings []i vested in them, only so far as such removal is necessary for the purposes of maintatnng them in an efficient except inth the previous written permnsson of the CoLlector of the d wirict or any other oficer authori7ed by dhe condituon In aLL oter cases, the shaLL obtain the previous perrmussion of the Collectror before thev allow the cemovL State Government n this behaLf and otherise than in accordance ith such insuucuons, resrncions and of minor mineraLs from such sources. In aLL cases in svhicb the CoLLector suIo moro pemutrs the removaL of manor conditons, either general or special, xvhlch may be attached to such permssion. The said distance of 50 metres mnrminerals from sources of vate-supplr vested n the Munwicpal Counciso ste iunmcipal Councls shaLL be prem v ously shal be measured an the case of raalsav, reservoLr or canal horizontally from the outer toe of the bank or the consulted so that the latter may have an opportunity of exanunrung whether such a proposal sviiL have ilse effect of outer edge of fte cututing, as the case mav be, and in case of bulddng horzontally fromn the plnth thereof. In the interfering ivith the maintenance of property. Panchayats shaLL be simularly consuLted in respect of xvater waviys under case of village roads no wvorkng shall be carried out within a distance of 10 metres and except with the previous permssin o th Colectr o th Disnctor nv thee officer duly authorized liv the State Government in this tiaeir control Removal of sand, etc, from the wvater ways under the control of Municipal Councils or Panchayats may permission of the Collector of the Dismcr or any th bh allowved free of charge for bonafide pubhlc purposes and not for sale or commercial profit No seigruorage fee shalL behalf and other-vise than an accordance xith such dLrecuons, resrncuons and additions, either general or special, be charged for the removal of sand by the pubhc for bonafide domestic or agncultural purposes but such removal which may be attached to such permission shall be subject to the presvious approval of the Revenue Divisional Officer in the case of watervavs unddr the control of Municipal CouncLds and the Panchavat Union Cotunissioner concemed in the case of watervays under the control of Panichayats. If in any ease the Panchayar Union Commiussioner refuses to give his approval, the case shaLl i [Provided that notnvthstancdng anything contained in any law for the niune being in force or any provision in any Lease deed or agreement already executed under these rules, there shal be no quarrying of sand in any nver bed or adjouung area or any other area xvhich is located vithin 500 metres radial distances from the Lccanon of any February 2003 'f,n1l N,xidU Road Scior Pio1)ecr A ppcndices to En,irorneneaal M l:nage-near 111bs TINRSP 0 1 bridge, wcater supply instern, intiltranion well or pumping installation of any of the local b3odics or Cetatral or Srate Corporanions shall exercise the powers and dascharge [iea dunes as may be required and as the circumstances of Government Department or thec Tamaal Nadu \Nater SupplY and Drainage Board hiead wvorka or ann area the cases wvarrani in resgpect of thie provisions of clause (a) and within their respecuive jurisdiccoon- idenudiCed for 1locauing svater supply schemes b- insv of rhe above naeonotiaed Government Oepartrmenrs or othier bocties ]I ~~~~~~~~~~~~~~~~~~~~~~~~~~prosided that the said Pnsvers anid dunies exercisable and dischargeable by the local buds- aulthonnces specified above shall be exercisable and dischargeable only in respect of minor minerals namnely, builditog and road -[prov-ided fuirtlier rhiat there should be no quarrying of stone wividini a radial dsstaiice of 500 naetres from- any- ronscrucuion stonies including gravel, ordianar sand, earth and turf and ordinary clay inc[luding silt, bick and rile inliabi ted site clay and w-ithin their junisdictnon rclaorng to all lands excepting the resem-ed forest lands and lands resen-ed under thie Tamnil Nadu Forest Act, 1882 (Tarrul Nadu Art V of 1882).] 1 Explanation - For the purCpose of rhiis sub rule (s) "Puiblic road" shall mean a road. which hais been ronstructedi by arufcically surfaced as disunct from- a track (Ii] ()resulotng fronai repeated use The quarrying permrit-holder or the lessee shall remove, or allowv removal and teansportituon of ariv mineral (fVtllage road" shall mean and include aoc track showvn in die revenue record as village road JFrom the area wlvher quarrying is permitted only after obtaining bulk transport permit and fascirmiled'despatch slips in tiae forms prescrihed I[in Appendices XII, MI-A and XIII, XITI A to these rules from dhe Officer Y[u-a) 'stone' shall mean rough stones including khandlas, boulders, size-reduced (broken or crushed) materials aurhonised in this behalf by the State Government, Distnct Collector]l or the District Forest Officer, as the including metal lelly~ ballast, mill stones, hand chakais and building and road conLrucucon stones other than case may he The personi who has been permitted to quarry in any area or his mneni in turn shall issue the black, red, pink, grey, green., white or other coloured or mobt coloured granites or any other rocks suitable for use fascirniled despatch slips to the vehicles used for removal or transportation of the mineral fuarnishing the as ornsamental and decorauive stones.]5 parucutars in the despatch slips specifically indicating the vehicle number the quantity of the mineral allowed to be transported by the vehicle byr using that despatch slip and the tine of issue of the despatch slip to the (in) '['inhabited site' shall mean a village site or town site or a house sire as referred to in the revenue records or a vehacle. All the veh-icles used for transporting any mineral from any area shall be in possession of the house site or layout approved by a Local Bodyl or Town or Country or Mietropolitan Planning Authority, where individual despatch slips for the quanotv~ of the nsaaaerals available in thle vehicle at all dise times of the said Body or Authonity is crested under a statute and empowered to approve such an area as a house site or transportanion of the mineral by the vehicles layout area ] Provided that the vehicles used for transporting any mineral free of charge for bonafidle domesuc or 2) The Quarrying permt holder or the lessee shall strengthen and support to the satisfaction of the Railway agnculnural purpose shall have a letter of authorisanion from the person for whose use the mineral is intended Adnainstranion concerned or the State GovernLment, as the case may be, any part of the Quarry which an the and the vehicle driver or owner shall be responsible for establishing the bonafdle transport of the mineral for opinion of die Railway Adrruriistranon or as the case may be, the State Goveminent requires such strengthening such purpose wvhen called upon to do so. or support for the safety of any railway, reservoir, canal, road or any other public works or structures. 2[(bb) 3) If any miineral nor specified in the lease deed or agreement is discovered the quarrying permiut holder or the lessee In respect of miinor minerals namely, building and road construction stones including gravel, ordinary sand, shall not win or dispose of such mineral without obtamnig the perm-ission of the authorsty empowered to grant earth and turf sod ordinary clay including silt, brick and tie clay occuring in any land except those lands permiut or lease for quarrying of the discovered miLneral and wiathout payment of the srignaorage fee. If the consututed as reserved forests under section 16 of the Tansi] Nadu Forests Act, 1882 (Taniil Nadu Act V of quarrying permiut holder or the lessee fails to intimate to the State Government or the Distmct Collector or the 1882) and reserved lands notified under section 26 of the said Act V of 18829 the Presidents of Village District Forest Officer, as the case may be, of the dLiscovery of such new minerals within a peniod of thirty days Panchay-ats, Executive Officers of Town Panchayats and Townskips and Conamiussioners of M,unicipalities from die date of the discovery of the mineral, the State Government or the District Collector or the District and Corporations shall collect lease amount, seignilorage fee or dead rent or area assessment or any other Forest Officer, as the case may be, may levy enhanced seignuorage fee up to fifteen times of ordinars- seigniorage. payment as the case may be, so relation to the lessees or petrrat holders; sign and issue transport permits and despatch slips to the quarrying permit holders and lessees and collect penalty amnount and compounding fee 4) The lessee shall, at his own expense, erect boundarn' marks rouind the a-rea shown in the plan annexed to the lease from the persons liable to pay the penalty or compounding fee as the case may he: or agreement and in wvhich he works milnerals and at all nines inaintamn and keep such boundarv marks in good repair. Provided thac in the ease of village panchayats the transport permit and despatch slips shall be jointly signed by the Village Panchsava President and Vice-President. In the absence of Vice-President any member aurhonsed 5) (a) by the Panchayat for this purpose shall jotndy sign dthe transport permits and despatch slips us the plare of The quarrying permiut holder or the lessee or his tenant or lessee, etc., shall keep correct accounts showving the Vice-President. quantits' and other particulars of all nmierals obtained and despatrhed from the Quarry He shall also allow any Officer authonised by the l[Satae GoverrimentJ]l Director of Geology- and Mlining, Chief Conservator of Provided further that the issue and use of trxansport pernsats and despatch slips for transportation of any minor Forests, the Collector or the Dismert Forest Officer, as the case mayl be, to examine such accounts and furnish mineral shall be sublect to Lhe condiuons stipulated in these rules and instructoios of the State Government, him with such informauons and returns as may be spenified by them, Director of Geology and lvliaung and or the District Collector or the Distrit Forest Officer issued fromn tme to nime.] 1[f(aa) (c) Joint Director (Geology and Mlining), Depute Director (Geology and Mlining), Assistant Director (Geology and The quarrying permit holder or the lessee shall carrvout quarrying operations in a skillful, scientific and ?sbining), Assistant Geologist, Special Tahsildar (Islines) Special Deputy Tahsildac (Msines) and Special Revenue svstematic manner keeping so view proper safetyv of the labour, structure and the public and public works Inspector (ibnes) in the dasnce officers of the Department of Geology and N-fining and Presidents of Village located in that vicinity of the quarrying area and us a manner to preser'e the environment and ecology of the Panchayats, Executive Officers of Town Panchayits or Townships and the Commissioners of Municuipalities or area Febman, 2003 Tainil \ilad Road Scent Poiect \ppendices to Eacllnnisenial Mi tana:genient Plait TNRSP I xvil be provided to faciitate taking injured and til persons to rhc nearest hospital At even workplace aln ambulance room contaiming dIe prcscribed equipment and nursing staff widl be provided Health Care Facilities Hcalth probleniis of the workers shouild be raken care of b- providing basic health care faclinoes througli hcalth centres tenaporartil set up for tlic constructon camp The health ceiLre should have at least a doctor, nuirses. dulty- staff, medicines and miniimum medical facilboes to tackle first-aid requirements or minior accidental cases, linkage xvith nearestr Iighier order hospital to refcr pauents of maljor illne-ses or crinical cases Tlic health centre should have NICN (Miother and Chdd \N elfate) units for treating mothers and chiddreni in the camp Apart from this. the hebaIs centre should provide svith regular vaccinatons required for children. Day Creche Facilities At even consurucuon site, provision of :i day creche shall be wiorked out so as to enable wvomen to leave behilid their children. At construcuon sites where 20 or more wvomen are ordiaril employed, there shall be provided at least a hut for use of children under the age of 6 yvears belonging to such women. Huts shall not be constructed to a standard lower than that of thatched roof, mud swalls and floor wvith wvooden planks spread over mud tloor and covered svith matung. Huts shall be prov-ided sviih suitable and sufficient openings for light and vent anon There shall be adequate provision of scveepers to keep the places clean. There shall be nvo inaidservants (or aayas) in the sausfacnon of local medical, health, municipal or cantonment authonues. Wlhere the number of women workers is more than 25 but less than 50, the contractor shall provide with at least one hut and one maidservant to look after the children of women workers. Size of creches shall vary according to the number of woomen wvorkers employed. Februan 2003 Tamil Nadu Road Sector Project Appendices to E-nvironmental Nfanageinent Plan TNRSP 01 CRCHE- SKILI.ED C CINIC WORRKIERS LA"Y INsPECTOR STORE O R ' ; _[FFICE 3M WIDE BRICK PAViNG IN _ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ 16 FEMALE CHAIN LINK CEMENT WORKERS FENCING _ X PLASTER _ L ! PARKINGI I CONSTRUCTION PLANTS T___ TOLET VEHICLE WASHING WASHIN OFFICE FAMILIES LI WASHING ONE BRICK THI[CK 3M. HIGH BRICK WALL TO GENTS PARKING t SEPERET THE SPACES TOILET Li _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Li MALE WORKERS W 7 ~~~~~~~~~~~~~WASHING JAREA ENTRY FIGURE 3.4.1: TYPICAL LAYOUT OF CONSTRUCTION CAMP Febnmin- 2003 TamsiD Nads Road Sc-t,.. PI'aect .\pjitlir-es-tooErnoisnemial fanigetetr lin- -UNRSP 01 (d) *> A m-uinmn of 3COnm of ian major surface water coirsc or boc- Ant- Officer authorised by the Central Government. rlie State Government, the Director of Geology and Slitting, the Chic fC onis ervator of lorests, the District Collector or the District Fore,t Officer Is empowered to *> O non agricultural lands, as far as possibl cuitcr upon an- area avhere quarex ing is carried oni, examine the quarrying area, tlC adjoining areas and the *> Not swithin or upto 500 tat either silde of Reserve e Forest areas as meltloned ati thc Table 3 4 1 cjUarrv accounits and registers ant1 the velaicles uscd for transportauon of mlitarals from the qcuarrying area at ainv place to find out violations of these rules or the coniditiotis of thc quarrying pernacs or quarrying leascs granited under the,e rules Table 3.4.1: Reserve Forest along TNRSP 01 I [(dd) sI No L,nk Ch.-ge The joint Director (Geology and NLSnng), Depotil DLrector (Geology and Mining), Assistant Director [ ti N lin R Pa,k17 6r-i F1 Cain(1e4 (ncology- and Sining). Assistant Geologist, Special Tahsildar (Nlines), Special Dcpu1ty Ta1sil1dar (Shioes) and r ,iii,n Pm:ai 143 lad r m ii70 a14; 1 the Specil Revenue Inspector (anries) in the District Offices of the Department of Gcology and Sliming and , iier ihlng-im INl'21(N) ; R s 0 the Presidenrs of Village Panchavats, Executive Officers of Tosvn Panchavats and Townshups snd the a Pniar. Cli-am iNLSet' (N) titendansi R's ryeiire,s .Sereen Km 38 i & 4S0 Commissioners of ilunicipahues and Corporations shall exercise the powers and discharge the duues as may 4 irnv-.einsrn: I NRs1 ,)lkN) lu,pAk- R-1- i LLII P i 8; 6 - 83 h be required aiid as the ctrctisastances of the cases warrant in respect of the provisionis of clause (d) and wizthin irk in, Nn their respecive jurisdicuon. Provided that tlae said powers anid dutes exercisable and dischargeable by- the T-kk5 nsearelai IN RS'P I(N) lsXpp.knadt R--cP ernK-sn Kim 1021-Is3 0 local body. authonnes specificd above shaLl be exercisable and dischargeable only in respect of minor minerals rekkirln, -NitOt' 5t Nj Narramer 5ecsvn Inrenr itrien Km ISO t9i namehl, budding and road construction stones including gravel, ordinary sand, earth and turf, ordanarv clav Cls'eter including silt and bnck and ule clay and wsithm their junrsditon relating to all lands excepting the rcserved vridhNRhPilnm ' (S) Sd.-6- R-- r - K. 17 0-16 4 forest lands and lands reserved under the Tatniil Nadu Forests Act, 1882 (Tamial Nadu Act V of 1882]1 rnsndn Nsi ',,n,n eev 'n, enneK 8-5 (e) 1,_RSP 0_ 17_,- B- -n __ 5 0-96 Any person who has been pernmtted to quarry under a quarrying perrmt or quarrying lease in any area under these rules shal use the area only for the purpose of quarrying the mineral specified in the quarrying permut or quarrying lease. If any error or wrong descnption of the mmeral is found In the order granting the quarrying (B) LAYOUT permut or lease or in the lease deed or agreement, it is Itable to be corrected at any tune and the permut holder or the lessee shall not claim any right whatsoever based on any such error or wsvrong descnption of the mineral A conceptual layout of a typical construction site has been presented in Figure 3.4.1 The Contractor dunng the found in the order granting quarrying permit or quarrying lease or un the lease deed or agreement, progress of work will provide, erect and maintain necessary (temporary) living acconimodanton and ancillary facilties for labour to standards and scales approved by the engineer. All temporary accommodation must be constructed and (f) maintained in such a fashion that uncontaminated wvater is avaiable for drnnkmng, cooking and washing. Safe drinkcing No person is entitled to remove any mineral from any land after expiry of the period of the quarrying permit or water should be provided to the dwvellers of the construction camps. Adequate washing and bathing places shall be quarrying lease granted under these rules. provided, and kept in clean and drained condition. Construction camps are to be sited away from vulnerable people (g) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~and adequate health care Is to be provided for the avork force. Tlae Person quarrying under a permut or lease in any area under the rules in Section II shall not keep in the land any engine, machinery, plant, articles or things whatsoever after the expiry of the penod of the quarrying perrmt Sanitation Facilities: Construction camps shall be provided sanitarv lannes and uinaIs. Sewerage drains should be or quarrying lease and they shall be removed from the land on the last day of the quarrying perttt or quarrying p e fox used ater outside t p D and ditches s d be teae w be p lease. on a regular basis. The sewage system for the camp must be properly designed, built and operated so that no health hazard occurs and no polluution to the air, ground or adjacent watercourses takes place. Compliance with the relevant In case of breach by the quarrying permit-holder or quarrving lease holder or his transfcrec or assignee of any legislaton must be strictl adhered to. Garbage bis must be provided in the ramp and regularly empted and the of these rules or of the condtuons of the lease, the Director of Geology and Mining or the Chief Conservator garbage disposed off mn a hygiernc manner of Forests, as the case mayl be, or the Disunct Collector or the Dtstnct Forest Officer as the case mav be avtthout prejudice to anv other penaltay which mav be lnsposed in respect of such breach, may cancel the icase Shelter at Workplace: At eery workplace, there shall be provided free of cost, four suitable shelters, t'vo for meals after granting an opportunity of hearing to the said person. and twvo others for rest, separately for use of men and women labourers The height of shelter shall nor be less than 3m from floor level to lowest part of the roof Sheds shall be kept clean and the space provided shall be on the basis Appendix 3.4: Guidelines for Siting & Layout of Construction Camp of at least 05m2 per head. Canteen Facilities- A cooked food canteen on a moderate scale shall be provided for the benefit of workers (A) SITING wherever it is considered necessarv. The contractor shall conform generally to sanitary requirements of local medical, health and municipal authorities and at all tines adopt such precautions as may be necessary to prevent sod polluuton The contractor based on the folloving guidelnes shall identify the locauon of the construction site. The construcuon of the site. site shall be located: First aid facilities: At evern workplace, a rcadily available first-aid unut including an adequate supply of sterilized 0 A minimum of I km awav from any major setdement or village, dressing matenals and appliances wvll be provided as per the Factory Rules of Tamrl Nadu. Workplaces remote and far away from regular hospitals vill have indoor health units xvith one bed for every 250 wvorkers. Suitable transport Februar- 2003 lam:', Na,du Road Secr to1'inject Appendices to Enitionmenril M an,agemsCot~ Pla,n IN PAP ot A total of 98 plant species were recorded Of these, nlone or she species are threatened or endan gered. Bons 2: Gov-ernen of tndia Amendment on EIA requiremens i. 1999 * The common plants are Ziziptis mauritiana. Ararcia faroesiaina, \X`righita cncoeroia, Ranidia malabarica. Ranclia brandisil, Tarnarrindus indica, 1-le-ntidismus iindiCLoS and Cassia auriculara MIOSt Of thleM are thorns theI Notifianon Sinres shrubs "I iehyCbclarified that maignal lad acqu-iiion,mnuso landacqaisitnon flat escerdinga total -ndilhof 20 melee, on either side of * The Forest Departmient has planted the area witlh a inaixtore of tree species such as Acacia ILeICOrephala1, the, esisang ahg,oitent psi together. Funhee, nt o also. clarified thatib hea~sss -nind he treated as :raitd alii...n projects, and -1ad Acacia arabica, Eocaliptas sp , Tamarindus indica, tladhuca indica, Azadirachra indica and Santalumn reqair eneiron-oital clearnce on1vi f iie clot at ilie project cacreds Its 50 eno,-rs each "album :\A total of 111 animal species occur in this forest (20 species of reptiles. 76 species of birds and 15 species The improvements ineCLciditag widening aiid strengtheniing along the exisoing alignment wvith marginal land acquistoon. of mammals) The project has obtained the clearances for the implementation from GoTN and Gol. * There are 200 deer, scattered widely' in the forests, whiich extends oip to Javvarhu hiltls 'The protected spotted deer arc also reported in this forest NATURAL HABITAT POLICY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~- (ii) Parvathamalai Reserve Forest - Poiut Chengarn Road Link As pee the World Bank OP 4 04, the conservation of nanural habitats2, like other measures that protect and enhance The Parvathamalal Forest is an undisturbed poroon of the Eastern Gliats, all of which was once densely vforested. the ensvirontment, is essential foe long-term sustainable development. A precautionary- approach to natural resource 'The protected land and forest run parallel to the toad (on the northern side) between Km 21 0 - 24.0 at a distance of manaemet t enureopprrulue forenvronenttlvsusainbledevelopment has been adopted for the project about 750 m from the road Niea the road, the protected land is recently planted withi Acacia. Thlere ace many small The maLn fatures ofBink's Natral Habitts Pohcv ae outhnedLn Box 3.temples mn the forest area between the Parvathamnalsi hill and Munnurmangdam village On the southern side of the In order to assess the potenoial of die project acoivities to positively or negatively affect the natural resources, ani road paddy and sugarcane are cultivated assessment as been earnied out as pact of the ETA process. The study includes identification of (a) natural habitat Flora: issues along the project toad and special needs for natural habitat conservation, including the degree of threat to * There are 152 species of plants in the Parvathamalai Reserve Forest, None of these plants are enlisted as idenufled natural habitati and (li) measures for protecting such areas. threatened or endangered species. Howerver, these plant species are characteristic of this area only Fautna. * There are 128 species of animals (22 species of reptiles, 89 species of birds and 17 species of mammals) in fi's 3 Mtejtt,',. the B,,,t, N,r,,- i H.,It-.. P-A-t, 'iP I t-i this area. * Of these, the Star Tortoise, the Orange Breasted Green Pigeon and Slender Loris are care and the Ti, i -.Nni] tL-t.U',,L C CIUt,, t1.'i, . t'. 5 . C -.al LA.,,'itillt Bareheaded Goose, Black Buck and Civet Car are threatened and endangered. p'.'.1- . .i tin ii.. we . iirsi-~, (iii) M.unnarmangalam adMudanat eev Forest -Poluf Chengam RodLink .i~~5i5fl~~~i',.fi'e5fi.5mt.'". i' ' . ' . . ~~~~~~~~~~The forests are a part of the continuous vegetation of the \Westem Ghats. The existing road runs parallel to the road, in i 't i"'""' t~~~~~~~~~~~~~~~~~~" ~adjoinmng the ROW, from Km 38.0 - Km 40.0. The intenor of the forest has healthy trees whereat the periphery .ii' 'ciii i.ati 5, a' nearer to the road, has on1y thomy bushes and clambers withre ao fewrad, scatteredmvbushs teeshmersw -afew cattred ree Flora: *There are 166 plant species in these forests. The vegetation is similar to that of Parvathamalai, as this is -a i','i'ti '" ~ I ' tiI' I.'A .''I. .~. "': fS"' continuation of Parvathamalai hill. The plant species found along the road are common thorny shrubs anid t''cm J, r, ' ..I'n.O .lii, 1 S..w-c..it1e.5,iii ,i,r.i I,_J..'anL., 'i i: small trees, not threatened or endangered. Fauna: DESCRIPTION OF NATURAL HABITATS . In the forest area there are about 115 animal species belonging to 20 species of reptiles. 80 species of avea and 15 species of mammals The forest is home to wild bores, deer, anrelope, rivet cats and a large bird population RESERVE FORESTS * Of the animal species present, the Star Tortoise, Orange Breasted Green Pigeon and Slender Loris are care and the Bar Headed Goose and Civer Car are threatened and endangered (i KIasamrbadi (Kelur) Reserve Forest - Arani Polur Road Link (iv) Attipakkam Reserve Forest - Tiruvannamalai Tirukkovilur Road Link The project road passes through this reserve forest for a length of 2 knm between kin 17 6- 18.0 (148.8) - 148 3 arid The road passes through the core of Attipakdkam Reserve Forest from Km 85 6 -838S. Km 147.0-146 4. The forest extends several kilometers west From the road. The forest is patchy, because of human F/s ra: settlements (villages) inside the forest at several places* A total of 106 species xvere recorded wvithin this Reserve Forest Of these the common are Euara/,pro .Sp., F/oa:m Zr,jphums mausaotana, Acacia Jiˇrnestana. IP'n,g/lia tini'torta. Ranit/a mna/abarica, Rand/ia brant/cot, Tamaisndums indica. Hemnt/ismu.r ind/icus and Casena aunmlatcaa. Fauna: 2 arital hahitats me land and wait, areas wheee Ii) the ecosystems' h-Imigical commimn.es are fored angels bv same- plant and aimal * There are 16 species of reptiles, 71 species of birds and II species of mammals Among mammals, the species, and (uj haman 'activityi has slt essentially maodified t hecarcas pminan' neological fuinctroons ' spotted deer (a threatened species) occur in few numbers in this forest. However it was revealed durting the Febroar' 2003 Triatil N-d iii -id seetni '101CC1 .\Pppendlte5 li a,iiutcril ,ligerentn Plan TNRSP l01l Appendix 3.5: Natural Habitat Managemnent Plan MITIGATION MEASURES AND MANAGEMENT PLAN TNRSP ROADS AND NATURAL HABITAT Opoon, for eluminatneg, reduciaig to acceptable levels or mnitigatinig iiiapacts oni natural lalibrar as-crc aiiali ad aiad suitalale measures for conservation and nincgation have baeen deleignerd and inicorporared in Enviroinmctatal Iare Higli\%vavs Depart7Ment (I-ID), Gocvernamenat of Tainli NadU (GoTN) is, underiaakiag Tamil Nado Road Sector Management Plan (EN[P) Enhancing posinive Imparts oni biodiversin has also lacen explored as part rif clhe project's P'roject (TNRSI') wvitla \Oorld Bank %\\13) loan assistance Eilie project involves upgradlaoon of 743 4 kIo aiid 1NII naaiiiarenanice cof 2600 knai of rtate riiads Ihle upgradlaoon comiponent hias bacn divided ateL fouIr Coatract packagen Table 3.5.1: Summary of Natural Habitats along thie Corridor 3 hiese iiacIltdc thec Northieria corrili it (TIN1ES P il) 397 9km long and dhe Eastern Ciirridotri (IN RSP 02. TNRSPi iil an TNRSP1 04) along die eastern cisast fro a lengthi of 345 5 I,rn A total of 141 b%pascen titalang a letigtlao lfif si' ii lli]tiir-/Siiiii k,m hive bceen planned as part o( rite Upgradatioii CiiMponenttiiklsis li,, ind .,o The TINISP by it, comibLined titainriutide of envirnicnmeaai[ anad Social Iimpact~S ia Categoi- 'A' PrOjectL arid diarela ni ________-S wtarrais s a de'tailed F[iavrooniental Anital-sis a ad -Assessament Accordiriagv, a detailed EnvironmeiiLaI litipaICt isac is, tesanpi.vi. .1csIIsIl 1i751 - -N se iurs.i Asses siaeiar (15. A) his brn carrie out for he Projec 10 earlsTheHEA reportlhasbharrisprepared as per the\'ocrId IIi, ' L (N) ieie ii-.iin in 147 (I' ii.........riJicn Banik Operational Pohacies andi GCuid[anes OP 4 1 and ini accordance uitia the AIoEF, Government of lIndia's legal "I and proceduIral requirenaetcst Some of thec corridors ace passing thiroughi ecological setisiuve area wvhere a nutmber of &L I..... A' Inrii endangered species are niarked SomTe of the species earn crosses thie road Lii Search of wvater or food Aia 2 ki - i gn,ti Nlli iri ipuii iliwic su4 lt 2i&2a ilira.i development: project may have an adverse tcmpact on their natural ha-bitat thereby causLing hiarm to them Thlerefore, In iu.e neg'n order to achieve a balance development a natural habitat management plan is necessary The derails of the plan are leii ipiiis oudlined In the subsequent sections 3 i'inCheaa INCP Su-d-e aLn- r 16 phn -1"'- >c~kn. Oner KsB K at co THE NORTHERN CORRIDOR ~ i-e.mhI NiR/i' \Arip,kk-m ans-c, t55 I-nrn 98 -Ais -8sa - a3 a 4 ,i-ekk,iu iii(Nj -- stntup Iiuiipni The northern corridor conis throughi a numnber of resers'e forests and some of them are already degraded Fewe of the udcih,ehssL- TNR/~P 'ens Oil, i-sti Niaesi.. -ec Km 42 i'.nae f flie forests are home to a nuEmber of endangered and threatened species. Further few sacred groves are located within or Itrliem liI S) F-rsu Creitgiiu 5 & asb-nsf'rs nearcto these forests lus iimic 1.W iupklnnasn ii ie i3siniiBt -se K The areas of ecological significance sorb as Reserve Forest. Biosphere Reserve. W~ild hfe Sancrmam-. Social Forester krnk-eln ilNI kneFe- .(--iei 102iseliii'i.i3 I along or in close proxaairvc to the corradors have been scudaed w,ith respect to the impact of the road upgradanon InI Ittnkviiine ad--- R petiiieial1 p.d - 1- K total there ace 8 Reserve Forests an northern corndor (TNRS P 01) The corridlor passes close to 6 Reser've forests, I Eliett Iif I te-rse ipe-e iPsot C-etig 170& 151 and cots through Kelor RF and passes adjacent to MoIJdamna RF Hence, the direct impdcts are only on Kelur and T Mudanai RF Detail descriptions oni each of these are giv-en in the subsequent secrnons The summary of the foeestr is 8 udhaech,ilae- LNaR' /il1ic-hei aKs-s - lt 59 4 -eAl Beette Km N-e l rite spece-as giveri in Tab[e 3 3.1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~~eaehedm I ilNI tereii spnci- ilt-in 171-i64 -itstcndrcuaIg-sd_ STUDY METHODS a 'suisedm Niici Fees- i mans s 'piset 94 arnie9i Bet-9i Km h...eee nt ts spe-i, ad Extensive Laereature search xvas made for natural habitat and biod-aversin- for she project region in differeoir libraries GOI REQUIREMENTS PERTAINING TO NATURAL HABITAT MIANAGEMENT and Internet The PCC Consultant earnied out ecological surreys along both the coendors In TNRSPI 01 Vellore, Tiruvqnannamaai, Villupuramn. Cuddaloree Thanjavur, Thiruv-aur, Trichy and Peraimbulur dastrit wvas taken for detail On 10th April 1997. a No-uficatnon No S-0 318 (F), wvas issued by isIrEF amending Schedule-I of the EI,A analysis. The dastricts are divided into few ecological units batsed on their species composanion. ecological values, Nouificanoni, 1994 wvhich hats projects requiring Environmental Clearance This notification replaced Item 21 of the degree of connectnvin', and expected Impart at the sire The ecological survey reports also incorporate the suggestions Schedule and seated: taken form group dis cussion / commi-unitv consultations carried out at dafferent places Iniformanons wvere collected wvitli regard to protected areas, critical habitats and threatened species Survey'ts wvere conducted in order To determine Box 1: Government of India Aanend-mn en EIA requiremens in 1997 the floral and faunal consiposinon The plant species that are present wirhita one square km- of each scudv site Nvere cecorded. Ecologlically sensitive ecosystemns suchi as mangroves and sea grasses thait are highly productive, sensitive The Norificanun Stain and fragile ace also iakenint 11C CnIsideration Tfhe report also says that plaisLanotn ofsaplings Mustc be catried out in the n-- uernmeutal Ulearnce frum tire NfoIEF is nur required for l-ghwaj project relastig to imperieemeei work urcdudiig -ide-rig ratio of 1.4 inorder to compensate tbe reinosal of the macore trees fromi either Side of thec road The last of all species and strengthenig of roads with magrual laud acquientun along the eustiug aligumens pravided the high-eys do not puss through found at dafferent sites is annexed at end of the report. Discussionis and meeungs wvere also held wvith Forest ecologcealy s-onatve areas such as iNatonal I'arks, Sartctu,stes, Tiger Reserve, Reuers'e Forests etc - Departiment. GoTN and Roadside conmmunin- The collected data wvas analysed and potential impacts on thec biodaversito and naruraLI lhabitats wvere predicted at all the stages of project and irs significanice level was establisheddeeGtiiNulaurtOrmrcfec sdt&ˇp sa Recently the 1N10EF hias issued a circular No 21012/26-99/ IA-III dated 153th October 1999 regarding wvideniung & strengthening of existing toads and bypasses, clarifl-ing the issue of marginal land acquisition The Sahient featires of 1I liis,,as-stiah l.sme fLit R6naiaaaiiattimiii Bi pa,,ihl be Carined tint iu -bh-a-it pli-, it thC necr this circular are given belowr. - ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Feb-aruc 2003 I d ,ts1 Ni., Raoid Sect-s ltbOlct Appcridices to Etr-sons0eneIl MN lannge-n-st PlFt lNRS P 01 consultations wits the forest officials and the local commtunities, that the deer reside far awvas from the WILD LIFE SANCTUARY / BIOSPHERE RESERVE road upgrade and arc unlikelk to be affectecd (v) Thippakkadu Reserve Forest - Tiruvannamalai Tirukkovilur Road Link There are no Wild ife Sainctuatres or Nauonal Parks along or in close prox:imus to TNRSP 01 The road lilk passes rlirouLgh the sestern end of the Thlppakkadu Resew-e Forcst for a distanice of about kIn SOCIAL FORESTRY beta-een liNs 1020-103t The Tamil Nadu State Forest Department has come up witlh forester schemes in the state The upgradation routes la0o-: along the Northern Corridor pass through 5 of these social forester areas The planLaunons are masisn of Acacia, * A total of i12 pktii. species are reported The specie, found are Ran/da resl/c/bsataes. Ratedes d/ssmetossatn. Prosopss and Eucal-pmus A lst of such areais is presented so Table 3 5 2 A.el2eser,/sl strdss. Opssttoz salssss. lesau ssrabtsas. Pr'otopt. ju//slor, Ca.Pits atsemas/litss. ,azsa le/,ophloea and Table 3.52: Social Forestry along the Northern Corridor Futp/terbeu nheisqtattlt None of thc species are rare or threatened Funisa SI Na Name Link Faunal Species Flora * Therc are 109 species of animals belonging to reptiles (15 specses), birds (80 species) and manmmnals (14 -- I species) The Tamil Nadu Forest Department has introduced a fesv spotted deer to the forest, svhch is the I N mbacdal PitairC(ol giI - 'Pcl 4-xo du- to -eergs,-g br c-iti. ornh- rare and threatened animal species. . .k ag ..u.. .rnht a (vi) Nattamur Reserve Forest -Tirukkovilur Elavanasur Road Link 2 Ptara adas IoPlamaodam T'he road passes through one end (vestem side) of the Forest (Figure 3 14). The roadside areas has-e alreade been Se-durus (Su-Bl -utumuona l cleared by the Forest Departnent for Eucal-pmus plantaion. 3 -utet uuth t-s a A l F/era: iteRst us Kutaguthups lO1u- iK-buk-oso Osen le tiesplapu-so ted alto --e seau-hb, * Thcre are 68 Floral species in the Reserve Forest The dominant species are Dodonaea angustJi/sa, ,tacza 4 puseh of -e5e trtn thsrueue hoati5 Studs sucheathAdastodu firnessana. Carrisa carsndas, Aeacoa leucopbloea, Rand/a malabarrca, Randia dametoreum and Eaalaptsps rp. The vegetaton eirthin the forest along the roadside comprises of mainly small trees and thorny bushes. None of s Nuehe-r l Kuhmkssnum 94,Sp--es (15 tspdut, 67 bhsds Tree, tsuh t Co.ocu t and Palm and als- o-d-e1 the plant species are threatened or endangered. I r Faana: Soutre hIt DOeansets &: Ccoloeral Sa-tee Rtpatit * There are 17 species of reptles, 68 species of birds and 13 species of mammals en this Reserve Forest. A large number of birds inhabit the thorny bushes and shrubs. There are 20 -30 of the threatened spotted IMPACTS deer in the middle and eastern border of the forest (vii) Siluvaicheri Reserve Forest - Vridhachallam Jayamkondam Road Link FOREST LAND The road traverses 1.5 km of the forest io a north-south darecoon from Km 17.0-16.4. Eucalyptus and Cashew plantanons are seen on both sides of the road. Though the ahgnment has been routed to minmize foresfdand acquisiton, the acquisinon of 3.1 Ha. of foresdand has Flora: been unavoidable. It includes 2.8 Ha. in Kelur Forest Range (Arani Polur Road) and 0.3 Ha in Nilndanau Forest * 89 floral species are recorded from this Reserve Forest. The most common plant species are Zi;pbh1t Range (Polur Chengam Road). The acquisiton of forestland is being taken up m accordance with the Forest oenopia. Meonnda tinaer/a Testona grandis, Sv;gim cumznz, Randia malabansa, Randia dumetomm and .4nacardium (Conservaton) Act. The proposed upgradauon and maintenance corndors are Likely to impact some Reserive Forest oe-identale. None of species are threatened or endangered. areas as described in the subsequent secuons. IMPACT ON RESERVED FORESTS Fausta: * A total of 94 animal species represented byr 14 species of repules, 67 species of birds and 13 species of (i) Kasambadi (Kelur) Reserve Forest - Arani Polur Road Link mammals are reported from the forests. None of the species are threatened or endangered (viii) Periavalayani Reserve Forest -Jayamkondam Kumbakonam Road Link * The Prolect Road passes through this Reserve Forest at tvo locanons between Km 17.6 - 18.0 (148 6) - 148 3 and Km 147 0-146 4. The forest is patchy because of human settlements (vlllages) inside the forest at Pernyavalaram Reserv-e Forest, 2 km to the east ofjayamkondam, so traversed for 1 5 hnm be the road beoxveen KCm 1483ra pandKm170144 Thace oforesta i patchy becaspe ofhua seottlements (vlageos)snsd the fod vres ats several places Instances or animal movecment, especiallyv of spotted deer, across the road xvere also 95.0-96.5 reported Flora: * Pertavalavam is a Reserve Forest where the Tamil Nadu forest department has cleared the natural * The Forest Department has constructed check dams in several places in this forest to make it unnecessarsr vegetanon and raised Eucalyptus plantauon. The thorny shrubs are groxvsng along wvith the planted for the deer to cross the road for svater. But consultatons wich Forest Officials have revealed the fact that Eucalyptus. 62 plant species are reported from the area None of the species is threatened or endangered chances of such crossings are very remote. Fat na: * Faunal species associated xvith Pernavalam include 18 species of repules, 56 species of aves and 10 species (ii) Parvathamnalai Reserve Forest - Polur Chengam Road Link of mammals. They are commonly found species and none of them are rare or endangered. * The impact of the road upgrade will be greatest berveen Kadaladi and Munnurmangdam between Km 22.0 - 23 0, wvhere Sri Amman and Ayyanar temples are situated and wvhere the road is closest to the forest *w - J, Februm- 2003 Farml N:adu Rouid Secrot lr'II.ct Appen-dices to Lic-itLoninental 2aileisgeitieitt l'len S NRSI' 01 (r) Dop,,al s/ sloJ/. C.tre to be taketi to prevent anit- disposal of construcuon wastes/ debris anid othcer ntpes of * Deep tube wvells wvill be dug svtihiis suich forest areas Water will be pumped from these rLbe -ells Nwith a saiiltar!- / construction eftfluents xwithin I Kisi ofsucli areas motor powered by photo s-oltaic cell The water wvill drain into ponds of size im a 10m 0.3m i-ich cemeiit concrete sealing (to prcent percolauon losses) for animal consuimption Wiater sources will be provtded at Mitigation Measures within Reserve Forests loc3uons as specifed in lble 3 3 The upgradauon roads pass through about 13 lkn length within Resenre Forests Along certain sectons as presented Buffer Plantations along Forest Stretches in Table 3, crossing of 'cIldlife is an impact that needs to be addressed The animals cross the road for dritiking wsater The increase in traffic aiid hilgher speeds, along thie upgraded corridors maight adversely affect such aninsils. Hence ciugacion Mseasures are ictessarv to abare tise sinpacts The Northern corridor passes through rese-ed forest arceas at 8 locaons (Refer Table 3 5 4) At these locations. to Wildlife vehicle collisionl: T he specific niiugauon measures have bect formulated tor thc animal crossings (Refer prevent catde from encroaching onto the forestaid a v-egetauve barrier ias been proposed The planung wil bc done Table 35 3) cv~~~~~~~~~~~~~~~~~~~~~~~wtlhin the RoW Thec species that are thornyv, non-palarable and not of uLmber vaqlue have been su~ggested. These T-ble 3.5 3) include ePaPrksasonra a/i/ilsa (xerophyuc adaptauon) and _-iaiia /ra.roonmlm/ 3-staggered roo- will be provided at a distance Table 3.5.3: Animal Crossings of I m St N<, tieR tooki erect Soeseot Crei crte.>mg tiroerog. | ,e1.:,.l.,,ll SIo0iii Table 3.5.4: Buffer plantation along Reserve Forests . I~~~~~~NRStP tIeeeitoro,iIc Siteekc, & t-tr,c. i,| Ir c ii prcomt nl ccii Sl Mi timk teckote ,tKrci Choice.ge _ Pete,ur Chcog5'ioi lil (N) Ccenes . Fiorci Spirtted iicr 22 it & 2a o Iok 'lt.lm f fu.rbClsn , olur TttSI' i 2t(N) Kictur Ri K titmi, o (t I 45 c)-t45 3 & Kim Proieo,us of peraciciol 'i cir 2 Pole, Che-gom TNRSt' Ol(N) rr-homolo. RiC Km t21 0 & 240 2NRoP C i R ndono t-ese-c SprciiritD ci Biccocn Ktm oKm _ &4 2 Polur Cher-,yi,, 0l 1 iN) ter-i Ci-,i,ig 40 0 & 410 3 Polu Ch-g- INRSP Ot(N M-d-i RF S 4 T-en-orioi Tokkioitor iNRSP ' t(N) Atipekk-m RF Km 35 G- 83 8 Timkktoe,tr TNRStP Nirtamur Cesrc Spe,ted Oem Scre Km S T-r-oi T-kkLoItor INRSI'StlN) Tt,,pptctodo CF Km Ra s0tos Eli-ni-mr Oi(N) Forct Crossing 170& 190 5 T-mkko-8utr tLe-onicor INRSFt I(N) Nirr-morRF Km 17i& 190 Vodhao-tajtem TNRSP P'e- Ode. Soci.t-Sookoc sove- Km 4 2 s imins- of f-,rt bMo.ng 7 -ndhocheiiomJsv-it,oodam T'INSP o5I((si sitichro CF Km 170-tI4 4 omt,-ondr m 01(S) Forester Cro i.ng & s o tree 8 Jtremoon Kembkonam RNCSP SI(S) | Panaosrr CF KmsS0-96s During the Independent reviexv, extensive consultauons wvere held at each of the Reserve Forest locauons xwith the forest department officials and the local communuoes The frequency of animal crossings, parucular crossing routes and the reasons for crossing etc cwere discussed. It wvas found in most of the cases that the deer cross the roads in search of drinking water and monkeys go out of the forests in search of food, usually from agncultural fields or habitations nearby. This issue is more pronounced during the summers This has been largely due to the non- availability of a drinking source vithin the forests It was felt prudent that provision of a dnnking source within the forests wvould be a more lasting soluuon than providing safe passages for animal crossings. Also, the effecuveness and utlitv of such crossings in minimizing collsion xvith vehicles is not very encouraging * Minimization of movement: To minimize the movement of the monkeys along the corridor, planung fruit species that provide fruits at different seasons of the year are suggested at various locauons (specified in Table 3.5;3). The species to be planted can include: Musa paradisiaca, Mangifera indica. Carica paptya, Psidium gualava. Citrullus vulgaris. The selecuon of the species to be planted as to be finahzed during the implementation in consultauon with the local forest officials. * Prevention of access / control of grazing within forests: To prevent the animals in the forest coming onto rhe roads and to protect the forest from grazing cattle, a thick vegetative barrier of Parkansonia aculata and Acacia lactronomis is planned To discourage cattle from grazing the roadside vegetaton, the species suggested for avenue plantauons within the Reserve Forests stretches shall be non-palatable * Provision of water sources within the forests: The exisung source of wyater in some forest areas such as Mundanal forests is the percolauon ponds dug by the forest department. These are rain fed and do not serve the purpose during summers ohen it is most needed. Therefore, instead of percolauon ponds it is suggested to have small ponds of size lm x 10m x 0 3m with cement concrete sealing (to prevent percolation losses). The shallow tanks will not submerge the animal in case it falls into the tank. IISO Februan- 2003 Tan,il N> .,d1u- Ro.ad Secror P-wolect Appenldices to Eln, lro.rnemenca; At:llgpl eene i TNRSP 01 Here, a Fiaes ben/s,lhr/sn.a: tree (a sacred tree) is found on the northerni side of the road, at a distance of 3 * The rhreatened deer, which occur in the forcst area, are saild to cross the road from the forest side to the mtcers from the edlgc of the road Orn this tree. mn\re birdls reside duLring the niight hours Ar this location opposite ciltivated land area occasionally during the sunimer season to drink x%ater f-lence mitlgation therc are nians monkeys crosSItig the road often. Decr cross thic road at this sire from the forcst to the measures are necessary to avoid ant adverse impact soutrhern cultivated area dluring the summer season schen there is wvater scarcity In the forest area (vii) Siluvaicheri Reserve Forest - Vridhachallam Jayamkondarn Road Link * ThiLs birds. inonkkcs and deer may be directly affected due to the proposed road upgrade Further, itircasedl noise fromi iincreased traffic floss mighit disturb the animals occurring in the interior forest area * Fronti Jayamkondam to Siluvaichecri Eucalyptus and Cashew plantations are seen on both sides of rite road. In miiost locations the roadside plants that -vltl be affected b- the road upgrade are common shrubs and Clearing of itie forest area for raisuig Cashesv and Eucaly ptus plantations is the only disturbance to the rhoriy species and siot any forest spccics riatural vegetation of this area (iii) Munnarmangalam and Mudanai Reserve Forest- Polur Clhengam Road Link * The Tamil Nadu Forest Department has raised a protected nursery for forest plantanon on thc easterni side of the road Mlostly, the vegetation along the borler of the road remains undisturbed The proposed road * Increased road nolse is expected to cause the animals to move further into the dense intereor areas of the wcorks xvill have negligible impact on the forest forcst Deer cross the road during the summer season to get scarer from the cultivable land area due to scarcity of water in the forest (viii) Periavalayam Reserve Forest - Jayamkondam Kumbakonam Road Link * At 1Km 39 0 a percolanon pond exists on the right hand side at a distance of 15 m from the ccnterlane of * The previous disturbances to the site have been clearing the natural vegetauon for Eucalyptus and Cashewv the road It is one of the four ponds that have been created by the Forest Department to prevent road plantahons, and installing a tar tank used for road construction on the southern side of the road in the crossing of the spotted deer A trench to prevent the entrv of catde in the Reserve Forest has also been reserve forest area. made along the toe line of the exisnng embankment on the right side * The impact on the forest resources xvil be minimal, as the natural vegetaton has been already cleared for (iv) Attipakkam Reserve Forest - Tiruvannamalai Tirukkovilur Road Link Eucalyptus plantauons. As the road cuts across the forest, the cross-movement of hares and monitor lizards, and the noise impacts on the Grey Partridge (common in this forest) needs to be taken care of in * Clearing of vegetauon and grazing of cattle are the tnvo major disturbances to the forest Most of the the proiect. natural vegetahon of this forest has been removed by the State Forest Department in pursuing its programme of creaung a monoculture of Eucalyptus The proposed road xvorks is not hkely to have any significant impact on these forests. (v) Thippakkadu Reserve Forest - Tiruvannamalai Tirukkovilur Road Link Minimisation of Forestland Acquisition * Catde's grazing is the only disturbance to this Reserve Forest About 730 cattle including cows, buls, * Constricted cross-sections have been designed within the Reserve Forest stretches to minimize the sheep, and goats graze in the forest dailv Traversing the forest. parucularly during the monsoon, are many acquisiton of forestlands However, the acquisition of 3.1 hectares of forestland has been unavoidable. water channels that serve the drinking needs of forest animals. Addauonallv, the Forest Department has * The acquisiton of these forestlands for the prolect is being taken up in accordance with the Forest built several dams to provide animals with drinking water during drought. (Conservaton) Act. 1980. The PIU is in the process of adentifving double the area of land acquired, for transfer to the forest department towards compensatory afforestauon. * Because the road passes along the edge of this Reserve Forest, the impact of the proposed road vorks svill Precautionary / preventive measures during construction be neghgible. For stretches of the corridor passing through the Rescrve Forest areas, the contractor shall ensure that the construcuon acnvites shall be hmlted to the proposed RoW, so as to avoid any impacts on the vegetanon w-ithin the forest areas. The following condntons need to be adhered to, to safe guard the forest areas * Clearing of natural vegerauon by the Forest Department for Eucalyptus and Acacia planiauon IS the ma1or disturbance to the natural vegetanon of this area. The Forest Department first introduced Acacia plants, (i) Loatsos of Constnsct/on Camps: No Construcuon Camps. StockYards, Concrete Batching or Hot mix Plants -which showed very slow growth, and so Eucalyptus is nosy being planted by clearing the forest Such shall be located vithin 500 m of the forestarea. clearing and planting programmes are done every year (ii) Iao use oa mia/eoal fe ot Par /Corshec/Bsr 7i, A4sa a'tshin the Jbrest 4rea: Procurement of any kind of * Cattle's grazing is another threat to this habitat. About 300 cattle are grazing regularly so this forest conscrucron material from within the forest area and upto 200 m on either side is smncdy prohibited * The proposed road upgrade is not likely to have any- adverse impact on the plant species of the forest tit) Use of Va/ler Resoensa in the Forest 4rea: No water resources syithin the forest area shall be tapped for road because the road passes through only one end of the forest and the roadside areas have alreadcy been constructon. cleared for Eucayptus plantation. (t'v) Contreol oj Noae: The road passing through the forest area shall be declared as a st[ence zone. Signages curbmg the speed of vehicles and horns shall be placed at the start and end locanon and every subsequent km along the forest length. February 2003 Tree Plan tations wi ithin Forest Are as [lI iI,4k tl nr direcrliv iiptaicrl 1tI Til tile p l-el ileretire Ftr', loe.iti't liLAc 1li t"Itkec-> "i thilt it hfie>'. e rlit Cll 'leer tirdoIt- ini sitiril ot i irCl e lt 1 f-ti V' \[itiit I IFt 111p prji-Ce r2)ilit rircet6ieii itte f Iti ret'c ti the 1 rii) 1in t f ti ter o IUL] ftC " ItItIIICtile ii:rei- -It, Ir Itit L iiit I tID I fi- tir 5tl.FtterFtl [It Cit FchIc 'it tit, >[ttfllF ti III lit lot Citte->tre la,pedx36 udlnsfrIer nno ersDsoa ie II1,- c I,.a i,1 -.liiIAlLir ,f frlnf llr I I Unld di1 , l-i I)L_ hlILC.t dCltIIrInCnlr M11 d loC CILLflv .zl ti>l l' 111 >I,r 1,1, p,cic till tIL'lilig IIe iC.i(CrUiiii Of daillrping .ite4 ll ate to 1ki JCeciti 'tLich ctiat IMPLEMENTATION ARRANGENIENI'S & MIONITORING * olx rc>tidertil trit> li located LIr Iitt\,ind >ld ,i Flieti it.iiii lin. lie irtetiiref iAf Ire d (.If i Ill l lifleid iii I-itittitti ptitttcti-t 1ittlh ni theitr,rietil nid pati.ti * Dirnpitg Ctile are iied11 eit 1k)r --V at- frirn ifeRete- I trt> c arlieiil i n Ill I ubIc 3 4 1 'if .I'eer ll' C''lii tii rtiettt11'ti relr li-. ttc titi'i[a at-ee l,irtlit>toctlt l d-I frm cri Fi ill thCe e tCI tI t 0 l l tiltil . ,ii i1z Flt rlFil1lel tI Filt I 1 lrtrieilirelFii Vel riFt'11X 1 til rettivirtilelltF t*f riFt p-l)lec LA -lz 1ire z itilt LAl X-, 'tlti \1apeotiirt 3 4 ci.r 1itei.i riincilie' ',f oilt ..ringiteri-itti> dirti 1 -, *1 rlmpri rit> ii:iligi-I rota errai litrteLpei->ictll- -'lire iitt 1.1 11 t CCirIeI IL l le-i let- irtig trn :rii- itil etok fret l r a pi * lDutiiping >iter allt 1t ieCOiqttt ctipileiir er11 tl ter lilt al Frleir:t if dcris ceteraeeel [1IC I1-,EC;R S1%n I *, tj)C3LILJLLI11tzz:(1 \1;c1lR )lr1l lalal-i l. I[ Illti;cilDln pbirriill ,lllc AilT -Il Caliilil O"rt h pirioIn a11as-C :11CIL uMIC CIpaCIr - eCIL1,1 Ml i lic ain)iounr ordbf i I, c-irrdel.r, -i'tt- arioganiot /eniluitlttetiteil mraeil.>tirtc prep-ets iiieha-C ft r hiclh trir l-iigatt D1cptirtinilit \till traitsfer atletiLte fhinds Arralgerirt rat- * aI'ubhc p1 rrioa firt )t tie location of elebris dirpsaal ire hins co Ie obainet .fore fiti g fir locaton beent iaride feir periodic imroitiorinig of . ih eiaiaaiiciCretItS SLtggeSied for tia llnrl 1airt1a t bat members of iie PIU * Perouasion from the `'ilage Painchvkaca I to be obtained for the dLimpiig site selected CLISrom--inade formats ha-e al-t been created for thc proicC to elltirre Itti the Contractor carrier out rke constrtieeon adircring to tire gtiideliies (all prev-enirc aiiid peccttitrnin- irreasures suLiggrlted co a1fegute:d tle rIariraI * Produco-e lancds ire a-voded hilaitars) aind patling dic regardL ul Ilt erii\ronittiatl 3lc IreEN[ 1 to be made pitt of cic C(ontrect Doctiuimrnrt This -ill cnrure that rtie Conrractor ictriplerients it- proi isnions trlit thie Irat dliligenrce is thlc riher Conditiotnr 'f Coiriract * Aallhible ti-as te lands tre git-cia prc fcretice As irhe Enginecr, the Caoistraictiti Stiper-iLsion Coir,ulcair (CSC) will bIe rerposinlalc fir tire stUper-LSior1 ot COiLrtinenon aird release of pacaretits Since tie lSC itil harc a ftll-time Enivironmnentl SpeciAist supei[trOifg tire o-erks. the project hasbti ilt ti Lgitficant implementation and Supenision capablin- A l-nirrtiir- itt3 -*1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~[Luile'), I1 Nadut Ro.ld Sectot Proiect Appe,dic-s tO Ev-t-onine,nl Managcm-nt Plit, 'rINRSP 01 Appendix 3.7: Specifications of Safety Apphances for Construction Workers IS: 6994 (Part ) - 1973 1, i64 (Part 5) -1973 Indian Standard 0.5 For the purposei of deciding ,herlie- a par,tLtd-a i-lmr. min-lit of Llt, standard is complied with, the final value. obsrrl tr .rl'rl,rt d, exprrssirrg SPECIFICATION FOR the rreult of a rest or at.raSis, shall hbe rounded rl ln a. cordavr,- i.t h IS: SPR2-190*. The nuritrer of significant placrs retairni-ud it rlite rounded 1-T INDUSTRIAL SAFETY GLOVES vaiuc should be the samile as tliar id thr specifird value in thus starid:ard PART I LEATHER AND COTTON GLOVES 1. ScoFE 0. F O R E W O R D 1.1 This suutadard 1(Par't I) prrSrriUcs tde requrirem ri'rtis. !nd trhlr tuilerh.ds oi sampling and rest foir a nuiagr oif pi cierr-cd types, of learher and cottoni gloves., 0.1 This Indian Standard (Part I) was adopted by the Indian Standards unieaes in a hn guard hVEIN PATCH -. GUSSET I FIG. I GLOV1S OF THE GUNN PATrER"' THUMSE IEA ~~~~~~REINFORCING 2.1.8 CluLte Pattern- Gloves of thc four lungers and thumb design haviing a I Iar ciH one-piece palm including the front of all four fingers and tlc back of the index P C finger also (se Fig. 2). The scatm on the barck of the hand may be an out- stenI or an insealr. 2.1.9 Montpelier Patten, -The Montpdlier patternL shall he of the four FRONT BACK SHOWING THUMB Fhc. 3 GLOVES OF T1tE MONTPELIER PATTERN 2.1.10 One-Fingrer i!tt - A covering for the hand having a separatc thumb and index finger and a common covteiUg for the remaining fingers. ALTERNATIVE 2.1.11 ReiJorrernernt - An xcxtra thickness of initcrial attachcd to portions OPAULE I rITINSEA4 of the gloves to inett a particilar requircment. - ~~~~~1 -~~~ 3. TYPES I I \ \ M _: [ l _ )t H 3.1 This standard covers only I I of the 19 types of industria! gloves men- I8tw / \ t 11t 11 ,STITCHING iconed below, tlir rst heing included in Parts [I and Ill: _ t 1 111 :11 10/ OUTSEAM Type I - Chrome Icathcr glov-es,; I I ill 111 !lr I Type 2 - Chrome Icather inseam mitts and one-finger imirts: I _ \ [ ",1 ,11 ,11 1 \ Type 3 - Chrome icaiher gauntIcEt: Type 4- Chrome Icather insiam gauntict with c;tatvas or leathcr cufif. with or without rvinforceimieflt betwehn dsunib and luorclinger; FRONT BACK 7ype 5 - Chrome leather stapledt doubie-palm gioves; (THUMB CUT AWAY) 7vpe 6 - Chromc learlct ihscaim gg.tuntlcr with vein patches and aprons covering palm to first joinlt of fingers, Ftc. 2 Gt.oavs op THE CLtJE PkTTEtNt Type 7 - C:hrome leather back and palm, iiscani glovcs. :5ww;^ Febnzan 2036 Iu~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~Febri,.r 2003 Appendices to Lrrorrontrroai tatlasrgc,rixorPier aINESP'OI I'rm,1 Nadir Road Sec-or ProjecP IS 699-I (Part I) - 1971 .S 6994 (Part 1) - 1973 T,I -(,, ... I , it '!!, t .111 . .1. . iw .II il t : ! i-tI ['b- S- tILE I REQ11RF.MNt.<-S OF LKA CfEE I *-1iii r - t'1 i.;lt- -s - r .......... -. . i il1ri!-~ 0 1 / ft1 i f t I,r i'::x nt tr ri:,i! I. it -'ii. t *: .- I .t! -t r. it !(E 5i t1,! I :rl-:r --r ', .-sl- rr,. tr t.;.Ir i-.;!:; -i.:- / :'a.'!- -i t ii viii ii....l -x st t.: 1' fi,itti Vorl ........... s ltCIis o;.r. l res ho it it-F...... ,1[ !;i iSiL '7 fiste I, i--- tt)1i,.: ,xxi 'h i! if1 ..sr~ sw I;ir;i, l; g'itrrfr1!r, 1 ''t _csri -,tt 1t N' -: i's .i~ ''2I{, Ie ISJ !, i- t:1f.1 rt,-it'lr 1 s-.-,s'lrr*il--r i trfs rfttxt i!tId S orruc sit 3i j5bl hel, s:ci:tiriit.i-- , i- i jiit^ Lsr, I.it- lIf'ix. s--s'l'git il-Irit lit'',1csilr a:tc;;:!^+Deullnk5!. i'il;~o Sr-skeerii-.s:cs S;f.g:. kg )i if 1.1'- fi iti- P4* 1s t71' 4. nOsRmQI.-s4LNr FOR TYPE I Nleiiiodts Li *. *t,-,,,. orii - cis; it-s':'L! tirn -olln17-1 7.2.2 Csjuj --- lTlw Cuff shall collsist ol cith.r r carn.-s or I a ht:r ii tv. pitc.kc. Itha is front tad back, each piccc 114 tot1TI c5._ep. joinrd risgct ht- r' j-ron) c!t ) 1ip 0l1t sccof dc ctridl t 25. irllbl" tOL oW Of- ent. a ttd se wit orn to thd glove Ii a dout l. er-. of sit, ling F- - p. t I 1 u t -t t Ig: 7.3 Size - yati a'. in 4.2 lr-rou u J -! !ldI x lgrr to cr.-tch I to:-:'.) 1 21 7.4 Dirnensions - 'arne as in 6.4. FIrom tp f'i itt.h tno rch.ow of thutttii 7t Acro.it. .tpc:liiIg .0 I Ip .sI glove: 133 7.5 Reinforcement - Where rediforcixucit is provided ah eco the thonrit 8.5 Stitching 'i'1't. glove shall he stitched with the wire (see 8.1.3) exCClts and rhe indcx fing. r. the reinforcemcnt siall cover rtie wholto 5f th.: palin sid, t.a thfu t -- hi 'Ct glovs c n he s tchcd ith hreadl ol the thirrnb extending thc whole length of thc indcx tnger antd shall be rt r ourcht:tit- wit Ch u patrcrn glhv'e ralltt in tbc th he t trh tir. securely sewn down. rtirforecd xirc mcl 'he cuffs mav be attchcd m tle samc manler. The atin-thr nf swiches %- Ca!l he 6 tn) 8 pv r 275 nuil. 7.6 Stitching - The glove shall be the inseam type, with rIhe stitching on tie finger and the thumb on the insides as protection. The gastnrlet shall be 8.6 Stapling - '['hc gloes sha.li be reinforced with thc galvanized miTld stitched with thread spccified in 4.1.2 and shall he of the lock-stitch type, steel staples (tee 8.1.3g. Tlle stapling mnay hc applied diagonally or hori- the nurnber of stitches being 6 to 8 stitches per 25 n-im. All loose ends of zoritally to the palm and finger, but shall consist of rows ot stapls rutnning stitching thread shall be securely fastened off. rrom the tips of the fingers to the seanr joinling the culff. 'here shall be two rows of staplk.s rntning down cach finger and across the paln. to the cuff, 8. REQ)UIREM ENTS FOR TYPE 5 with an additional row ftimu the first of each finger to the cufl, and thrce 8.1 Material rows out dic index finger, on the side nearest to the thumb. The long axis of the staplec shall bc not less than 3-2 rrtm and not more than 6-4 mun apart sn 8.1.1 Lesatper- Cbroin 4.1ed split leather co.it1.ming to tlC require- that thrre shall h:c approximatelv I I to I 1- staplcs/cni2 throughout h:ie aleL trc,cnts specififd in 4.1.1. -if armourbig. A11 staples shall bc firmily clenched. 8.1.2 Tlhread-same as in 4.1.2. 8.1.3 Slitching Wire and Staple - same as in 6.1.3. 8.2 Design - Thc gloves shall be of either the Clutc patter n or the Mont- 9.1 Material pelicr pattern. The thumb in the Clute pattcrn shall be of the two-piece 9.1.1 Leather - Clirore taruied grain leather and chromc tarned flesh type, protected with stcel staples, and with a protcrtive leather welt round the split leathcr. both conforming to thc requirmerneuts prcscribed in 4.1.1. base of the thumb seanm. In Montpelier pattern, the thumb shall be of thes butterfly typc, protected with steel staples. There shall be a reinforcing welt 9.1.2 Thread-same as in 4.1.2. covering the scam joiuting the thumb to the glove. 9.2 Design and Size 8.3 Size - same as in 4.2. 9.2.1 Pattern - The gaurntlets sliall bo of the Clure pattern. 8.4 DiralZtsiOn 9.2-2 Dimrsens - samt-e as in 6.4 8.4.1 Clute Patttern - The minimum outside dinsensions shall be a' 9.23 Size - samc as in 4.2. follows: Dfolelows: inns 9.2.4 Thile Iathfer on rhe paln. thnlbih. aipron Irlr'.i . mnad and the back From top of gove to tip of seond fingernm54 oftiio the indcx figer 'hail be fios grai leatr ipcilhdin 4.i.1.- Ul!:gh: d. of From topaolgov totip of secondtub g3r 254 Istc nrcnd, thirdl and fi.nwth liitgerts and thir 'uff Shill h.b- f chr'Inv split Across p o inat cr otch of thubb 133 leadt.r,specified i n4.1.1. -ltcrnatcly tite wholeoftheautlet maybeof From tip of index finger to crotc l of thum i7 133 chorohe grain leather with caff`ofs5plits. A_ross cuff-opening 133 9.2.5 Cufu- - Thc cults shall cotisita of two piecl-s of leather, that is, front and back, joinled together byv a double ron- of sewintg, arid sewn on to thC I I glovte bv a double rnv of iritching. 12 II~~ FebruarF 2003 Tamil Nidu Roawd Secro Plroectr Appendices to 1Ii-ironmental ,i1anigemeDt PlI. TNRSP 01 6S s99- 1Par( I- 197.3 [S: 6994 (Part 1) - 1973 9.3- Stitching -- The gaaulci,-ts Ia i 0 i :h. arli 1' n. K :iiil!g ott 11. REQUIREMENTS FOR TYPE 8 the linlge r atfid tih!^ ;'hl:!:t!ih lntt!lg'' !1 til<: :ll'.:' 5 '' ¢: t prd!!< 1 .1 Material ,1al! I:ti th. el:k-stit t r,-p. trh . ! "Fi tu a \Ki.i!1 cite1. l1.1.1 akN2rc (r s (iirl n t:I it i: lii l .Ll .u tti\-iug with ii :-stiihtghing lr:' :ait.ieli' ;>e ocar'l' t 'slLtta.. reoulrentents niv'ti i:4.1.1 10. REQUIREMENTS FOR TYPE 11.1.2 Thrread -- : as t 11i.l.2. 10.1 Material 11.1.3 Pe!! 10.1.! Lau.icer -- shlomet caliwte I- l ; ..( i c erlI ailt 11 h it aii .-- trtti ji -- ,nd 25 lpcrcerit fibr r i k 6 ; , l bi, i r Lil cd.tgr ci- aI2idgrnx.th'tA ii. ...... 6I uibnder hoaibi St¶zr duad load iO the r:..tujr. ti gn i!! 4.1.1. Ihc mass F g E2'jllt Ihltli itVli ot needled. Tems 10.1.2 .Yhrca:! -s. ,nsa as in 4.1.2. fe l t afte r crr-li titning ar i _ 2'C and 65d 2 relative ltidiix l5.r 24 h shall 10.2 Design --- The glovts shall bc cithtr- of thc Clure pa:ti:rzi r thc C;itit be 950 g/lrin wi,th a rolerance of ' I. Percent 1 pattern. In the: case of (Out.- pattl rn, the: palin, the front. ort ihe hingt::; 11.1.4 CGntas - samue as in 7.1.3. thr backl of the illfidx linger andI tlhf: Nvhole of ric thumbil) shall be of chrirnn tanned leather (let 4.1.1. fht- back of the second, third and iourtli fingers 11.2 Design and Dimensions shail be chrome tanne d splits. In thc case of Gunn pattet-i, rhe palm and 11.2.1 Pattern - The patcrnl shall be an Outseani rnitt wvith thumb oniv. the fronu cf the fingers shall be of chromlic tannt:d leaither (see 4.1.1. t The The palm, cuffand thILmb shall be made of one piece of leather. The back hack shall bc chrome tanned splits, of one piece and shall incdudi- tne backs of the mitt, culf and thittwib shall bc made of one piece of canvas or leather. of the four finigers up to thc cuff. The cuff in both the patterns shall conlsist 11.2.2 .atkr The mitt shall be lined on the inside with felt. of a maximum of two pieces of leather having a rninimu.m width of 50 mtt2. 'Illerr shall be a leather gusset, lolt less than 50 rmm wide andi not mnore tdatn 11.2.3 Dimensions - The dimensions of the mitt shall be as given in 11.3. ':irtim long inbcrted at the eya o cthe glowves and joncd ing he n. lh 11.3 Reiforcement - The reinforcement shall cover the palm and extend culrshal] br joined to the glove by a double rows ofs5ritchirg. 38 mnu round over the back of the index finger, extend 235 nun from tip of 16.3 Size-same as in 4.2. mlitt, and shall cover the wvhole thumrb. Dimensions may be altered to suit 10.4 imensions - Glove-s shall have thc followinig nuniinunl outsidc: customers requirements. dimensions: 11.4 Stitching -Stitching shall be double sewn at all places wtith the Dimension Wlern's Ifomens thread specified in 11.1.2, the number of stitching being 7 to 9 stitches per mm mrn 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 of second finger 203 184 12. REQUIREMENTS FOR TYPE 14 Cuff length 50 44 12.1 Material From tip of index finiger to crotch of thuimb) 127 121 From tip of thumb to croLtch of tihtumb 76 6l0 12.1.1 Leather Chrome tannecd, complying with the requirements Across palm at crotch of thumb 121 108 given in 4.1.1. Across cuff-opcning 127 14 12.1.2 Thread- samc as in 4.1.2. Acro?ss bottoml; ofg"runtlt e.'f at ; rsts scaJ. 1 108 12.1-3 Canvas -same as in 7.1.3. 10.5 Stitching ---- In rbotil patcIl IIS, tilt glkve snhall be- llf the inst-a:l tvtlc oni 12.2 Pattern and Design the front znd thcr ntitsam tLftoc on thnc back -,n h! A ,nt:chlny Ott tht. fiigc'r-s and font nd thethn on th e in te barLs ;: pri ucttintiA shi! of tile 12.2.1 The hand guards shall have a one-picce palm and thumb (if a ick-stitchub on the ith number afstitcl as b, ing 6 till ttchiti pger h5 ne othl required). The finger-tip sidc ofthc hand guards shall be rounded off. 10.6 Vein Patch - Thcre shall bc a v-t-! n patrchi t3 i,Nin I .irc.ular picCt-1 olf p a12.2a2 The design of hand gusards shall be as agreed to between the 10.6 Ven Patch- Thereshall b a vei patch scmi-crCulat mcet ~purchaser and the supplier. The hand guards shown int Fig. 5 are chrome ranned le,-athcr etwn midway in the palrn of the gittr at the cuffseaim recomnmended. allii N%il lIl f)I :t 11tE flv- patch shall bh aile rhani 7h' tfitit flriamctcr 13 14 Fb-stia 2003 Tamnil NMidu Road Secror Project App-dces to --irosn-t,1 Nt-igmeme P'Ian TNIRSP 0 I I1 6994 (Part 1 - 1973 IS :6994 (Part I) - 1973 ,S.., , , - 12.2.3 Lwl rid - Ie ,b. iirdl!Ci Xls;.;/i- 'tall b}{' ,u!"' . u.itt' '.\ iil .: 1' i la' ;4 sita:t-a / . Sa rnr,oiighrsLat, .. 7.1 3 12.3 Dimnensions . zI r r *... . I , - I .t - d fr'r'.i f . '5 * Z ' \y'ff', , IlI.'::!dt'li tl+!' i'F!'C. ::i 11 11 I '1r' [c >t! n tilt1kl l 38 irli i dl- '711i and u.rd '' i \ ~~~~~~~~~~/ 12.3.2 ltt,ruh- -w ai.! 'tar cis prii-cii;ii s-,ti .n:i :'.i: :ll riili, ritrl 1, ,,r , I, irr/ / ', , 1.a / 13.1.3 Threads - sarrie as in 4.1.2. 13.2 Design 13.2.1 Patterns -- The glovc-s shiall be of eirther the Clute pattern or the Gunn pattern. 13.2.2 Size - samc as in 4.2. 0 13.3 Dimensions - samne as in 10.4. 0 i O 13.4 Cuffs - CuiTs in both thc pattertit shal! bc either colttkil drill ctfi' 51 to 152 mrim dltcp, the ctlgr.s of which shall bie henimed: or a knitted Cllf O 51 tO 152 ITIiii deep for men-s protective glovc, and .5I s) 127, mm dleep l'br 0 tsorien s prmte,c-est v gloves. Theh kti;cl-t ctlttf sliunl Ile doubirt anlti IVwn jo to rlt butturnt cIgenr if'rhe gloves. < 0 13.5 Stitchitg -Ihe gli ve ihali hc i3f tir ittscain type sitit the st itrhilig on the insidc as a pi4ut ectiol All stitching shall hef ohock-stilch type with Lhc thread sro-ciji4d ti 13.1.3 aiid there shail bo ii to 8 ititLCeihs per 25 mm. FiG. 5 TyPICeAL HANiD GUARD Ihe crnds sh.ll Jl> C-nurmiV back-stitched. 15 16 FPb-es 2003 Al13t- Thmtl Nadu Rond Sec-to Peojecr Appendice- to Bnvronncertj ˇlanngC.tte;t tlA-io- T.NRSP 01 IS: 6994 (Part I) - 1973 is 69: 94- (I[J:t I - 1973 C) Year-ofnLarnifacturc; and (f) Wheri applicahlc, the words 'light inass', meu iL or 'heavy 14. REQUIRE.iEN-S FOR TY}E lir. thiass I-4.1 Nitterials 16.1.1 Th'iglov'-siiaxvalsol.bemarked vithitheStan&rd rI lark ;,, . ji-l j:t4.1.1. INOTE- Ine use ot the Standard Mark is govcrned bytnep-.)visic'nsoftltr llui-cau of lriJan Sranliards Act, 19S6 and tthe Rules and Regu!aljmne made there- 14.1.2; . J, .J -J;3 -- i3;IA under. The Standard Mark on products covered by an Indian Standard conveys 14.1.i F-t-,, _!,1. .1. 1I.1.2. .the assurance that they have been oroduced to comply with the rcquirements of that stanidard tinder a well defined system of iOspeCtionI, testing and quality contarol HJ.A i / - t. i 1 1e which is devised and supervised by BIS and operated by the producer. Stand rd 11.2 Desig The,; J..d' iu' HIC (Jit, ;~:mt~ t .Ick. marked products are also continuously checked bY BIS for conformity to that 11.2 Dei t - ''hcc g s::. iI ii .. WC t p. I'I dI standard a. a further safeguard. Details of conditions under which a licence for ;l . i- h tAl :f acs Cflfi, t1t" xtUi,l .' .i di t ill tib hp .,!;;, tie us.- of the Standard Mark may be granted to manufacturers or producers may il-cl11 .)I LFg. s. bJack ol dle htds:; ll,! jrj~[E:,I .lcr - th, . !,: ........._.. . d ltiaimh h,b >.; 1,, be obtained from the Bureau of Indian Standards. I!l.vir ¢s lt:ttiC' Se? 1 .I.J 11.- cu,l 01a.l,i 1i#: cidife! O c.! iO i 0lUl~ 51 I 7111:: dk:rp. tidew cdg or hicil 'iii whi thin at . r kni[ted cuil .51 Ln 152 iri deo -, 17. SAMPLING AND CRrlERIA FOR CONFORAfrrY idmr nIen n l,cu m Jtod t1 thP t . p 1,,, ;\oint-:Pps il-ves. KHiLrd :i;,. i h. doubled, and sewn to th Lyte .tln e-dgi:s tm' Ihr gltVgiVCS. 17.1 The scale of sampling and criteria for conformity of gloves gatnticrs, 1 4 .3 Size - same as in 4.2. tnitts and hand guards shall bc as agreed to betveen the purchaser and the 14.4 Dimnensions -- Glvs ti,,ll h mvr illc cn Ion i t t mit r l ld, supplier. di nietisionis Dimnmsiou: A-fedn t ll Iomenls rrl tinim APPENDIX A lrom top of cu to., tip ois srcottd Ittiger 234 229 From botrom of cuiff to tip mUsocond finger 203 184 ( Clause 0.2 ) Cuff lengthi 5 1 44 From tip offorefinrrer tmO crotch ot thumb 127 121 RECOMMENDED MATERIALS OF INDUSTRIAL.SAFETY From tip of thumb to crotch ol thltnmb 76 64 GLOVES, GAUNTLETS, MITTS AND HAND GUARDS Across palm at crotrch of thittith 121 1GG3, Across cuff-opening 127 114 A-1. RECOMMENDED TYPES OF INDUSTRIAL GLOVES 14.5 Stitching - TI :gov Whl ld*ttIthf- tIISseatim tpe, wnith tht -stitchling Oil inside itas a protection.A the l ock-stith ripe with the A-1.1 The following types- of industrial gloves, gauntlets, mitts and hand thread specified in 14.1.4 and th,ei shall hI: 7t ro 9 siitchsper 25pmm The guards arc rec:mnmendcd, for use -against industrial hazards idicated in nLds sihalt be securely back-stitdced. Table 2. 15. WORKMANSHIP ANTD FINISH 15.1 Ill apptmararlre. general workmanship and :iniih, atid in all omht:r res- TAILE 2 RECOMMENDED INDUSTRIAL GLOVES iscts IIt,) dtefined in tihis sperific:ti-it;, tit_. glovcs: g:limidl-t MIU' aid utti,d SL PuOTcrtuN Ai:A,Nsr TYPICAI OPATIOSi RsCO.sioaO Typit t:mr-ls ;halli a [so t:oomt l r tOV ;;1e t!p|m tttvt* salm,L .i E;0 -FCLO No. 0?~~~~~~~~~~~~~O GLOVES l6. MIARKING AND PACKI)NG I (3) (4) 1.1%l Marking - lle glo:cs shall br kt,gilbL; -t,:[n- d i it' its iimte . 1 ii. it Hcai, but wear not scrious and Furnace work, drop- 1. 2, 3. 4, 8 r,lltf witim the fbllow.ing ittfont trtiont: no irritant substancr present staniping, castiing and at The ma rtimctirers- imaine or it:eOgitizer ti-adi-- i lrgirig, h:uadling hot rl%ractiiror!-, name or iccognized iiadr-iwai". ~~~~~~~~~~tvrei soid similar opera- 115: m'ot; attdii toinrai.-Il s'of- r'h gloves: ((Cootined) 18 Febr-aev 2003 'rind Niidu Ro.d Sector Project Appcndtces to En-o,,,c ,- o IS: 69S4 (Part I) - 1973 TABLE 2 .ECOMbfENDED INDUSTRIAL UELOVES-NnMET N. A UGUST 1979 SL PROTeCTioN AGAtirr TYPICAL OPERATON RECOMMmtNOES TYPF- IF No OFGLOVES :i)147Part 1973 SPEC,FCATIOTh iM~ (1) (2) (3) (4) INDUSTRiAL SAFETYt GLOVES ii) Hacat, whcn wear more scrious Stoking gas retort-, rivet- 2, 3. 8 PART I L EATHER AND COTTON CLOVES or irritant substanccs pre- ing, holding up, hot sent chipping iii) Heat, whea fair degree of Welding case hardening 2, 3, 4 Alteratiorn sensitivity is required and in cyanide bath --- splashes or spatter of molten metal may occur iv) Sharp naterials or objects Swarf, meal after guiUo- 2,4,6,8,9*, M3At, (-Pt2e 1S, cZaus'e 3. 3) - Substitute the fcAJloving tning, blanking or 13A (R)t, 14, 19At for the existing claruse: machining v) Sharp matcrials or obiccts in - 9*, 10-, 3At, 13A (R)t, an a1kahnedegreaing bath i8BCt, I9BCt '3.3 Dimensions - Sne as in 10.4, except that for vi) Glassortimberwithsplintered 14, 16 gloves vith knitted fabric cuff, outside dimensi'on edges vii) Abrasion Handling cold castings or 2, 5, 7, 90, IIA (R)t, across the cuff opening shall be 80 to 90 ;nm.' forgings precast, con- 12t. 12ACt, 13ACt, crete, bags of cement 14, 16, 17ACt 18ACt, and bricks 19ACt Addendum viii) 'ross abrasion Shot blasting 2, 8, 1 IA (R)t, 12A (R)t ix) Ught abrasions Lighthandlingoperations 1, 2 B8Ct 90, IABCt, (Page 17, clause 14.1) - Add the following nev note 1A t,1,15, 16 a) Chenicals Acids, alkalis, dyes and 9*, lo-, IIABC after 14.4 . general cheimcal ba- I2ABct, ISABCtO zards not involving IA (R)t, t2A (R)t contact with solvents I5A (R), 18ABCtd 'ROTE - The outside dimension across cuff opening or oils and eshaU1 be 80 to 90 mm in the case of gloves with xi) Solvent, oils and grease General chemical hazards 9* 10* 1 IB 12B involving contact with i3BC;, 17BC;, 188ct, fabric cuffs.' solvents or oil 19BCt xii) Electrolytic deposition Plating and subsequent 9*, 100, I IA (R)t, operation iI ABCt 12A (R't 12ABCt, ISA (R}t5 13ABct, 18ABCt, AMENDMENT NO. 2 APRIL 1982 I9ABCt xiii) Hot alkaline cieaning bath - 9*. 10*, 12A (R)t i2muCt, 13ABCt, Alteratiorn I1ABCT, 19ABCt XIV) Spraying paints or cellulose - 1,8, 10-, IIBCt, 12BCt, lacquer 17BCt, ISBBt ( o 1,c:.ause 1Z. 4, ijfl4j , -3 Substitute 5Q rC xv) Special hazards: Lead tersa- - 9', 12ABCt, I3ABICI t1' e ethyl, mercury lead saltc '1 to 152 m'. xvi) Electric shock See IS ; 4770-1968$ *Wil be coverecd in Part 11 of the standard, tf itl be covcred in Part [II of this standard. Lctm A. B and C refer ro the typc of matedal used in making rnbber gloves. Leter R indicates reinforced. P,,rte it Sincntnn Piess Cets, teOi +Specification for rubber gloves for electrical purpoes. 19 1,br-ars 2003 Tamal adtRoad Sectraa l'rotect Appen,dices to Envaro-ana-ttl Nlinaatgcement Pl1an TrNRSP Q I 'IC ~~~~~~~~~~~~aa ta.a.C ..a, . I . I '*a --- a . .' ai a-a.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~h d ' a.. a I a~~~~~~~ao h a ~~~~~~ pa1,mg lla al aal ta- oUch thtat oatis a'. taM dislotdged [ratt italudaatf ata f,itatate ltals caartaad.cp1rnt' lta Iaacat aS ItaaI-a.ed tat the test specaid .t tdlensesa talo a ala he als. pu Winn tet a.. ah-aa .. lw :C-.,t a 0, I l ..N* t :dI c eSt I ekt'cod ti e,' t,, 7.6 ':~[-.a . .'aa Va'a,kniatta'hipand Finih s' h a ateA o eahal r macn ted atot- I 1, Ji N:j%~~~~~~~~~~~~~~~~ fl t ,I -lI~~~~~~~~~~~~tC caseatlcata statli he tre 'cIatnl proajectionas, shalut, m i agnat oat the lace- ta.ran- A piece of rca rboat a a,' ara.'' i--l .ta;;t'hae (aataaaaaua., ,tataao ar )athse featutre. likaly aLo cause tlasc,)anlfot uala 1 .atc, pitce ofn--ltated bpaper. healerof anda li-,211 ~~~~Illph Rjet.1 illl~~~~~~.L~ Jr. tI4T~~~~ ~J M1 'n lc~~~~ir 11cfacc.iorril. Tho ztec-tatcr. Th rfa ns.harm hall pospaaitoneds sa 3 ..~a ~gaeaiai . a e at tataottia .. atatsat-.;-- ~ia . . ae, Sh;lll he frcc. to. wi than 3 mme ot the h ;ai ithe aiv,ggleas dircted up%%.tardd(sec Fie- I) A A '-d tiOd in oloc. lb~~ Illileat at tf'tacit:w ate al ahohI'.a-tct aatdcaiotamttttedlctSuhadhe,srtahe. 22.2 iii di alitetet' steel hil -It as tPPead fata aic 'r '~W:ir 11.- UV eaarraaaatit hn ateta tatk at', accalted at Alatac a'celaaa LiataLid ct:audang atallowirag loationsal 3.2 Wt.o A.7Sv The desagnlta s(oigcgsltall be such that at shall i) Luau, Lchntr or centresot peCttteCd rCat.. fat' ta'oa.'a' thaaaaaaal' aelala. h tao CW31acalCStteaUat aatr,a caIn kidt p-intOrna,tatu, earerIThis ttatay,breTat) Outer edgeOutrfedg n o oren Sio e siLe achanchme th-creii cattaila. atl atllhaao a tat, tiata pnl: altan flttI- at aachacI.c'd l's' praacadItat padditiag or other SUitable it,) itner edge oflens byvnase bridge, and -lrdli,-v r "(I'ligctp~r,iwn'ITI any lmillmil''. llwill.Slum. imaatc'tattinviv inAny oiv heryposhe tipniti onslo senoroframeneccnn 6 DINIE,N.SIONS 11J.-~ti L''l' ~ IEVORMANCE REQUIRE. sidered necessary by the inspecting I 1 YPF' 6.1 l;atnelr'o tall ytw A~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ NI lK NTS atuthority. fia cgatc dAta1l 'Acta tarc ttalhaa-airla lypc. 'foe gattcat shall hatsv a'ci reatta !ant . S Sa t 8.2.2.1 Only one impact shall be made at atch tot 313ao tAitit dtaat,lwl 'sitta1ilit, , Ha. me,td Ileniperature the locationts anentioned in 11.2.2. eaata,asa f twa coc-acedocottectellarataS thenose 6.2 (2ttEaa tl's 'a.pc BIaa leo'iaajl lac'tcsaed fartahetrstabilityat elevated 8.2.2.2 A saJMPle f go9l0 sal b uedIr n Il ad iaaoanaent arcaitec atten Ia. Type ac'aa1ae::aatareo att acetatitatiCe witla tilt. On comple- impact only.h .1.1.(n c0"Pll- iiipact rily ieee a '-' atas-acta'eataida'a-''litsrape .aI pgglca hatlder shatal hla-c c-rrattar lttcMca raia a"O 2 i: ttaaci,aaatat n ittlS etdfrrbsns .3 T'ES'r FOR PIA UL'' PlatotaC taaatmtaid ar of hot It the en-cs and tntzav diatatetcr. aaatov itt occatnds of completion of the stability 8.3.1 Goggles when tested an aLCcordance ealso ate ocyPaalatt lCrs ,laict& feat catch eve asa a 6.2-2 Typc 13 'so1estata avath, oare -tec a aitaa oa hoc nth.all nnt ahowt any physical distortion with 8.3.A.2 an a test st.up as specified an 8.3.1.1. Statalo' :ette ad hatat ,aeO es kn tattll Itat- tot, carcles e.aeh at 'ttwC m,td tlair strengthl in robustness teat shall niti faltl shall transmit not less than 81) pcerent ot the light 5 a.t.o t t-;tet,xl atata~~~~~~~onmetero ta .2 mm antatacdc toattittericatta Z a, a a a'.- ieaa~at atndiatcatted in 8.2. energy within the visible spectrunt. a lat;aaCt centtac mcnita' gi;agtles %oilS th~e I'aa.a': 5 1 i. 'Ilie otnappe (if t'o,agi' shalt he matunted ort a 8.3, .1. Teat aettaP s.a '; aaaata, tuatt a o cact 15 maoa a.a t ttc'astct a tae a, a.c'a.a'acaaa.t-t tac 'itraa tta he atarattpcat tion n aocr Itni.atin tahaeatn orha ltlpo.sitiona , inos'a'avaass tla'' attt anaata f ta, tat,: tatO ir aataeatattlani lt.aattt-I, tat i.t'-as tet atjnaatta am~id tatcfatral The catomplete as atd at ctaoa t.ttte 1 111all bC 111ALCU ni tan o,tct. tatalte tt tttttatrt t a- tb Aat 'at Oc "teattOa..aiat .a.an.aa aa.aaa sAil[ r..a'al1titraut rhCoewt.a a.ct ainc ter atid a anirtacter A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Febtoarn 2003~ t~OOZ .2.o1mqzl '0 1121 j10-t 21 (" )2'P1 21 ~i zi 0.21 041 nu1 0u11 12' 021112J NUI1 0104110111.1-21 101 [4 >2J1 1211g>p21 41 1122 --1 cl ,IR3v )-N 0010 1111)r21l12 I10112.22.pi .1. p12.1lu 1 ru,1U1l2. 121jUf111401 02211 04. 1 Fit, l21202I122n ou~ vpU ulldsr1121.l 1. 111111111D12 -Z'J~~~~M op"M ~~~~~~1101171n12'11'1P 2121(21.up0102 0n 44012110 0ru. 1021)124 022 2~4l'12~'~.1 1421044 '201122 12'1121 04 I'1 '121P11I-2 4 p2'2S12-. 2I 11.q011W0lP1.211 1 sou . l, 21 1 12'110 1211' '1IO lllf ,11111,ap1. iO'21 - 'O-El 21-P- -,162110 2221111 1022112 - IIUl1111112111 04 pj, I 112111 02101 1_ 02 F 0.11611101 o W 11w 0j u wle-do 1204 110 1 - 1. 1111U.45 0142 1.'10,l~ S12 134 1 .11 2401011 r1m1 1111 t1ou.d1 14 Ill 1(1 f01 012111MV 21 . 1 - U .4 ~. 11,!UT 10 'U'ru ,"1101241 112 11001 111101 1 111115 221121111U21 (,I E Up ,.x~j;)wjnu-w 411,j1.YJ-u 'Q I ll.' -1)1,11( 20 0.1 12 122 5:. 21w1- ,LL 12212 20(1 n11 101124 Vq "o 111[112 i'm 10102z2v1T. q1410022011 10 11111121101 211422.( 121 i,ilw,u -ijormimun -, -,I" 10 111,11RIll 'LI] flj ~ 1U,1ZI1-01 2i 0iv 041ni 5 0w 0121121101121 '11 0.1412120 41' -211111 1011nnu 12121] WIIti uw -.;) p (OII 1 c toi uuC I 11110d1111110 1 01.1 1 .1p2112111144120142111212111' 3124 ! 1111,11[v'040 4011212I0 jUI10210111 .4. '1I 19441440 IOU 041141 1f11J11211 1121 1(2 11101104 p0001111 111121401,121511 j i 02141 1( 121 )4112111211 TIT111111111 11-) 11.,112 4( U01 i04r4 '211111 U10 WIIIII 11(1111 1 -Z,q 101q IIus 144..4 2(11'R *,) 1 ur1 i rto2u21doid0 1014,40 m.4 412141 .214101 InInui2044142 1211 1L111-1014d4)1wom 141 1111101p01114141212U0z3 io1-25112 Z'44 44111;Tn011IX-121001 111141.21~II1 1121121012p10144111114211111 1 114njr ait A144412W124i 0 0021(1I2 101,4 1102(10 04u 4412411 '112p10U0111112110 01( 1011 124j ptil `u1' 42p201 104115 101111 4uUI112IdP 14 p211 142121111 4 12 111011112.1411021110 1201211.14 12111111 U 1111 ,. l..p.04212022j o11)(121.4's2.11 Jo411151(101202 4121 21112012 1202 01122(12 2112 W 11111 1 1jj1U0. 21111211222012 (Ii 'O1 2211 M 1~111112''20221 I22II 2 "2211'I 1112111d2221 12'11IT.IlJ I 021:1 .1'12.1111114. 01j "1.20 122, 11 '2 21122222 (',' 2.14 II: 1 W,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I, 2 10 dsAI~~~a ImId W.Iu'svu. 0111 20 -I2124"' 2122lu-I 12 ' I''' 0''21'. T-amul Nad Ro-d SectorwPojCt Appe,dices to Eraro-tena1 M[anageme-t Plan NRSP 0i * iS 2925 - 1934 0 IS 292,- 1-484 * I'-ndian Standard si .t':t.....i:;'' sitaui * SPECIFICATION FOR * INDUiSTRIAL SAFETY HE .LMETS 0 1. SC.012E * ( Secotid Re vision ) Ti i&tir-; t.a- ciS;. *tl.: fl'55i '1li :aL. Ed'Sr l'Oir.t. '!, 1i' '1t . lt:at 1! oso:ul o i.;/ u t '1' ' ..,! .t a .'J.t i StOi tiltl': 0 . F O R. E W,V O R. L) hazarrs 's hicii hn.w be rhncounl:eloitd ut Iit g. tttie'l quarrvin , 0. F'OREWORD~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~t:n t'ils tl2 sulttjt 0 ship ui.2l,.3'ligH x !1; 5t U iOe snr._},!'('; :.1;. fi ii.l. Oll' ! -oir~uct'aiip ;4c(ig1 O 0.1 This Indian SlandMard ( Seconcl Revision ) was adloptedl by ti.e OL-tf. altits. Indian Standards institution on 31 May 1984, after the draft finalized 2. TERN51NOLOGY * bv the Fire Fighting Sectional Committee had been approved by the * Civil Engineering Division Council. 2.0 For the purpose c:f this Stanr5ard. thu ibils'wirais defirniuions Slie1l * 0.2 Helmet is one of the most important items of personal protective ppy * equipment used by workers for protection against head injuries which 2.1 Brim - The rimii surroundin,g the shell. * may be caused by falling objects in many inclustries, for example, 2.2 Cbinst-p - An adjuistal.de strap that fits uncder the chin tO secure mining, tunnelling, quarrying, ship building, construction projects and * h o i * similar occupations. Heacl injuries caused by falling objects are usually she helmet on ;he head. * serious and sometimes fatal. This standard has been prepared for 2.3 Harness - Ihe comnplete assembly by means of which the helmet * industrial safety helmets capable of providing adequate protection from is mnaintained in position on the head, whichl includles headband, cradle, * falling objects and other hazards commonly met with in many industries. etc. 0 ~~This standard was first published in 1I64 and revised in 1975. This 2.3.1 Hecadbtinl - Part of harness surrounding. the- heath The plane * second revision has been prepared so as to include all the amendments o3e margin o h and s urresoo t referencelineoft 4 issued so far bsesides relaxing number of anchoring points of cradle ofloer' magi of hal s tf-1975i * from eight to minimum four so that latest designs could also be covered headforns (see IS 7692-l975s ) 0 in the revised version besides including the provision of ventilation holes. 2.3.2 A4ni-Concussion 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 compring of special care to avoid unnecessary restriction in the design of safety anti-concussion tapes arid nape strap where provided. * helmets. If any special hazards, such as chemicals, oils, are likely to be 2.3.4 .NdpeSirap - An adjustable t sviih respect to) the shell ) strap * encountered, the requirements of standard should be supplimented by that fits behind thie he:id to securfi the helmnet andL rmay be integral part special requirenments to afford protection against such hazards, the hesdhandt 0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ of t le heat!handl. * 0.4 In the course of use of hielmets, it is advisable that at suitable * intervals, these should be tested for the sterilization test as given in 2.4 Peak l he. exienaston of thtt sheill above,' the eyes. 0 Appendix A. 2.5 Shell-- Tito hrdSt SUiootlily finished rateorial that p-ov(ltei he 0.5 For the purpose of deciding whether a particular requirement of general outer iorru of the helmet. this standard is complied with, the final value, observed, or calculated, 2.6 Ventilation Holes - oloes provided in the shell to permit * expressing the resuit of za test or analysis, shiall be rounded off in o, air-in,e *he heinet * accordance with IS 2-1960*. The number of skniflc-ant places retaineai 0 -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~specification f" o, -Oele hze-if urrru f-o t-St-9gs .ei5 l OR ule.s for rouading off numerical values Se rtvuf it Febrono' 2003! Appendices to Environmental NManagenent Platt TNliSP 01 Tramd Nadui Road Sector Projeci 3. MATERIAL . a2 .3rles 3. i Shell -- fI It t t l- B k I I 1 ., L I ;i .j 32 Harlies s --4 3.3 Metal Parts I . i o ! t . ,,i * vtr. t i\ttv r rt$ t er ttfI r,:It s -h t-av jlo ilti, 52 dt: 1 tj t, C it ' 4 :,t Z l'itc.itf Iiu, hJ ra"I i ;.ai! t!CVt l, w-b I! IV I' jr %!) I 1 - (I nl r t i sUbju:ied tO [lUll, .1' S'2rt beti ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~\ .it1tiscnii:.:~~~~~~~~ ~ iiriloniI SIZES Clji DsXetal Pa}rtvs - - 3 iSf -; ;,! ,> if . Ctit Clv ira; t.- .r.,i~ t>e: x !.'lr r- - xv. S z .tt t: . ......... t . t ;er1.-r r: ( t. - . :.11.............. t i - . tS : . N'1 He,le I rsa 130 I t1 f l!owII In s theeo. !1r s i ! CIti-v, it1 ::it ne'lC ttt e Vt 1htt : j::oitiCI a .tn a t'htl rangtettC of) hn dban .s;zs 5 lirlie in eI shallexiN be, 'iie' \eit' :ii:sa ito *i .x'Z.p ho!II !. .t i:t! -! 'u u!2s 0~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~ai is1' u,*.;il In ! !::!! thfKl: e3t ~ligvl h!:ig. t. oi it#l 1 ic t*'1 eIr 4. SIZES t s(!an o(i !'inl ;[t he i aI azIIos: siU mlxnen C, f th lleic-: )an.I 4.1 He3InIets sh-all be in th.re i;*lfowiilu t3h}ee sizes deel.eil(IIIs, wtlr iet:-ntzc!i !>ral- ifh II\! Owledilo(i ei 'ei 9 n Atb,l (lX O E! ratL; 'I'edlatsi i. e ihell sihall be, filtet-! tyii1all.ii;ere o7 hIead band iI in CC(ei'titlCte wth thle -qr1't .'.. mCUirCenin: ANomina! Si -e of tifc ikelmvrt Rangr rj lie .. fi e S / \ t~ Guru tmferrere bnaidt lItehl rind )/ A tljwistablv Ifonit Silzall 500 to. 540 ninm .Medioim 540 to 590 m nim LaS3rg7e 39do0 10, 640 inn 4.1.1 A ioleranue of -- 10 nutn on the size of the headit.anzi shall be permrnitted. -NGT -The size of the headband shall be measured with eith,.ir a fixed ring g.tlgr or an expanding galiige which shall be miade of inital ..r by asi apprTt¶ripr'x( hlawdf')rmil. PEAK 5. CONSTRUCTION iF PROvIOED 5.1 The shell shall be dome-shaped. There slIIll-noi Lr anv netrallie component passing through liie shell. It shall be provic'erl % ith a hini with or without a peak. 'I'lic brim and the peak ws~iwie prl -idvd ) shai! be integral part oif the shell and these shall have no sharp e!ges. I h? '.rim shall le cunhtinuou,s around the dome The diinensions ol brini anid ifhi penk w ihere provided ? shall bh in icrorQd1a:nct w'i Pith . i. 1 Tle posttion of velit;ialirIo hioles shall be sue hat ilc i cen' Yr rd axis Xo the holes is almost horizontal when tihe h. meit is in nrm:a *;eariit position. I he idia nieti:r oi aniy hole shai nrt e ceed 6 ti ItOlt thf die ediges of adjacent holes closer thani I to r.n 'I'e if n iniminto nm hber ni i holes on each sidc shall he not less tha!n Icl n td .ag! t a;-oaV', an e i ol' hoies shiail not xt';ei'd thai ic0 rnrn'. Nc'ri- - i[-rl- :'er Eth'' ttin,ifjio.tl t i' tract- p-er '- tIiv Ittisxitro oi t'5ikil.Wt:oit _i .i ti-e pm rn'n ; ___ r6a Slois. OiPii Smiil' m.l * nct 1h* providid- Vie. ! l.)rtic NSIss .?F T1BRi .ASI Pl.AX 6 Februiarts 2003 Tamil Nadu Road Sector Project Appendices to Environmental Management Plan TNRSP 01 ~~ l~~t~ lˇa ~2125 - !J84 5 25 I., N _I E , , . _ _ if ~~~~~~~~~~~~~~~~~8. Shsock Absoirptioxn Resistance 1nt toesd r lsB~:;!~j,t~2kYt,lL .hi':oc ~t~Vi :.:~17K~. dcbsi,rh,ck i v J ii- stsll,irs in A\ppeuit:x r. ~,~ t n :,,:S 5t HitS iol . >srac; ;!i ..2.......................1........ ;, it - tricnps. -A ' ' ' ' f 2 i ii. .tcue . Oli OX.ri 5 4 Limp Ura~ket ( V re Required Th'is shall li~ tri-ite sob en,511 f 1 o -lttr aefie oo n .lazzic or suitable . naacr-a f ' la ) jl ate 7.e an1d Shala StLtiSfV (he j) Water flowing over- the ;Swhole outer sturface of the shell at room foIliov.ing perfortianrtc e r nes temperaLtre for, 41 hiours aE a l-ate of I lItniin. TIhle h-linet wvith the peak cuti ofT- i nnountedl on a wooden, Noc single helme,,t shiall, however, t)e mlhjttctedf lo mnore thian ione otf tieritfovrti anti hield in position. A cap latip hiook ( detachted from these conditions. The sftelf shall niot show anyv penetration and'or he head p,iej,e of cap lar, p ) is fitted! into ike lamr'p biracket. A mass cracks - separation of mlilaterial )and harness 'sil'al not show any of 2 :3 kg is s , penc;ed by a suitably stroi 1 cord of 100 cm from the dara e $deteriorating its function. The fr.e transmnitted fromr the outer rtin of the cap lamp hook so thiat the cord coincides with Ike itead I'rni to thie base shall not be higher lhiaii 5 kN (510 kgf ) vert,rical axis of thf, rmss. The mass is then raied throu".h the sanet axis thtrogh 80 cm and: let fall, freev. Two trials being r!ade in 8.2 Pfenetration Resistance - Helmet sIall be testeda for pesneration eai5IO!n !11P'' La. r!-li braiket shO' :all reOl;'n inth he )rl. resistance in accordance with th, method specified in Appendix F within 5.5 CabLe Clip BraWhet ( 1%re Req rtired ) -- -7. his shall b e lreone mftiinute after tubjecting it - o one of thle conditons. given in 8.1 whichi or sCitable Caterial andheried tehed Tiell atit shllal satisf tae f pati has given worst result in shock a bsorption. - These shall neither break ret oa icetnperfnrtn.: lf:fnor he pierced through suffiriently to touch the headform; no integral part shall fail or str-etch permiitting, the helmet to be forced dlown over A helnet with the brip cut off partially at ihe hack is raolinted the headfoinre The static mieasurement of thedepth of a penetraoion on tho w-iorden headform and held in position. A mass of 225 kg is or dlent nclding thems thickness of the material of th shell shiall not siisperl b:,iy a silitably strongu cord of' length 50 c1c frort the cable exceed 10 iom.m rit,l kapins othe point of sisperision clossst rot the h ll The mass raxise8crn an liet fall free.ly thtou,h the diats nei-gr _5rnad iwn, t s8.3 Flammability Resistance - Helmet shll shall be testeC d for Made ii earn c PThe cableh clip s!all um aim inLact. flaininability resistance tit acordance witli the method specified in A.ppenclipx ( Ther nRaeti iia of ito cnhell ainot burn with emission el 81 6, WORKMANSHJIP AND FINISH Il;n afI eit f~scnsficwigrmvlo lt-c or~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~lim suitabl a.1etl pez-io fixe 5o sLhei14 she11, ant ofal satsfat.. e 6.1 l h rf;c oizhf t he ltci ttiOt shall be finjished f:toitlre! ftorn am ut:p: 8.4 Elesctrical Resistance - pe foirrte shlcdl shall li t b toed fow oreI rical sharp dges uhlie YitIe brc:nof uto offur parii er litt r aci cintactol alrlt resis anci in ac stordance witls thi et hnod pecifiecd in Appendix H, and tI * XII; etalu liadrs atncidito ei; eusn all sition. mooth ands5 fire f5 kgm isl or ?eno a irleaage thc reknt itthllios s of a material .en ie sha71 not _tamo or mcit!vh edltes ore i.*i 8.5 Water Absorption - Helmetll s*,ell shiall be tetoted lshl water 5 jun3 -C. ii-,srrJ.-.i iaaIi C itr rable cabiiCe shsott-paon :0i accordance with the r;ietlhd specified in Appenodi ei. and hail nto ibsorb water itinor, tItan 5 percent of iLs irmass. C Feboacry 2003 Tamil Nadu Road Sector Protect Appendices to Enetrolineneatl Management Plan TNRSP 01 is 't925 - 193'i 8.Ai Heat Resistacnce - Iiil.e}ct -ise0 %'U l1t' ' tc': . w< A 9 SANMPIP.IN,G AND CRITERIA,. FOR ;- )RM2TY C, Iti)` fGd, s1T2E:2.-.* 9".~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -11fto !,!I A!'_::i .I f -- -;: 1.f1:. ?R';............I..........D....! ,e ift}, ~ ~ ~ ~ ~ ~ ~ ~ ttO. .^.slti .'-, di. PRL) ,l! e ,; stir-f h-i t I ~~~~~~~~~~~~~~~~~~~~~~~~~" : 15505 .I n 1'ki' it). MARKING }rSc is 10.1 EaEch heitniet l I. siiel and iri .s lac ::t'!s!'y ol 't jitt t ' . ' 0 t mrarked -vtit' t1he C 'thertiiroaiots: pei-> fbt ...-r L.rTh it. 1'1'" t :1rf lBi '(i i a} .%-lar.uf:v-zie s ot-! r .ai-warttk, tiki n'10: nl.'lls ba Msntsnerse thc List!: S al i.ssJ hetl .ner * - i0 rr' s1 b) Size~ of heinlet. IfflatCds t *a t n7ng'!hO b) omrO veret formnaic-elhvd to nine !.n ;s o' wacer, 7a tlittt } . . } - - ~~~~~~~~~~~~~~~~~of 2Y}C' fovr ol upriod of 10 iuiinutt:s. 10.1.1 The henirets nmav also he mnarked with the 13 Certificatooo %lark. A-1.2 Ihe lmetntet show ing o ny sigim i of .I eticutiOsrr ii5totIOtt 0t separ.tion. she-ile! be replace(d. Nti-rr -l The use of`ih, [SI C-r-tifi mion Ma7 k ,b golverord by ttie provisions of Elie indian Stantlardis Inatitution I Gr.rufication M[airksa Art and th, Rulesand Rcgu- *ations made thereunder. T-hie SI lark on DrodLicrs covered bv an Indian Standard conveys thl assurance rhat thev have been produced to eomplv with the require- ments of that standard under a wvel-denfined 3 stenn of inspe-ction. iesting and qualitv control which is devisetd and supervised bv ISI and ope:rat,d bs the producer. ISI rnarked ptoducts are also continuously thecled be ISt 'or (onformity to that APPENDIX B standard as a furtlher safeguard. Details o(f ondi6ious under which a lieoe for the use of the ISI CLri;fisation Mark may lie granted to manlifaCtiUrers nr pro. sasors. ( Clause 3.3 may he oibtained from the Indian Standardis initution. METHOD OF TESTING CORROSION RESISTANCE 11. INSTRUCTIONS OF' METAL PARTS 11.1 Each helmet shall be clearly and indelibtly marked as follows either B-1. SAMPLES on hel.net shell or on a label securely affixed or securely attached: B-1.L The saroples nisal be sttf-cted as in 9.1 a For adequate protecrion this lielmnet shall fit or be adtiustable B-2. PROCEDURE eosely ir, thit rt:qtireid size, B-2.1 Sptray -Fe -tnee.irncns -lH. a nniic n -15 [i artsol sod:tats: t:)ntric1Cito i. Thio el :ltet is Tilade o - absorb sot:e of ihe etnergv of a hir.%v by 1i parts ob fistiiet . ;ter I btIass ) a, rI:oin (Cer-TpeIt 2 i: - tart:. I (leidelt tion n' i tS ;st;)pls'flt nt ftc and ti en fbni a fomtraul, 04.1:eri-... 2; :1505 $ ihen - Sslilt IS a.. at:sailaV nten b r,ad i:s tssorcotr atnv ilinit it.tbjI t finnnin g t . lt ltnsa-ft't .te to- .'s cosion- 1e: ttpi>1 \eltot ,hoit ttz: rX-1aesi. afti f. 'a Q Iahtlaiil; till elli7 eiv i't 7h 's '. eitnrt tittI ei i li!' ino afiet-ation iot hi-e 1- Ltd' ;. t,e l"ir. i tS-i or :s rorntlonnP -,3it'I. Feb.nsar 20031 Tamil Nadu Road Sector Project Appendices ro Environmental Mtanagement Plan TNRSP 01 Ta:' _ b*$;29 - 1 04X . R il Ii iik .A ;- l.le "tiSS nistli 51 :2tn ,.+11 l-1t 0'Ci OF~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Cl)C-'- ^ 2~ 34~ f' : .- I :~ l j ;w ,*!. 1Zf.;e!E715Er1IIXt-1-,2 x w , 5; rif ¸fFtHJ'1jE',K 2 Ng ] s fl'i' U.T '.e. i. ! t§ljQ:; ..ft:I~ lit 1n :l,s ite::' tt: ^'{i- - ro ; ANDa Y11 'i- 'r i E 5,ft'.i G , i a~FEl il OF $ 'j! S! tsv ; " ¾!L SAMPI?LES r t . t.b ).; Ie i s 9 i i . : I .,i .i . . . A P P E N D I X E C-2. CLI1>.AfRANCE ABOVE KTIHE HEAD ( (Nla ue B3. C-2.1 T , : 1e t1 ifl5 5 1l Il 5:15 innlc:-.llg ! h .. ;ls:l5't:X SHOCK ABSORPTiON TEST .ieti' r! rlt^ it..i Kr!2t iici fTea ,Ife a !:raf. S, ,l it.. t;iX t E ii 1 e ,n.! " ,iVfl' 'C tU2Ol ''' I I tO the E-I. SAM1PLES .1St' of head an.i m1arked rtn ri!. l:imne:. in a pOSitlO-. sniilar to that WJJi(-h it nsoulld OCCupV on a ;rtan's heard. Appi' a lo,I ot 10 kg, m the E-1.I The samples shall be selec-ted as givcn in 9.1. top of ihe helmet ( this etan he -ornsvenicntly a pted hb using 2 10 kg ()g of s-an i. Neasllfe tiue learance bv E AeanPs of a ARAof TdUSeter nol mnore thIan 1It mnnm inserted tAsrnugh the hoie' drilled in the vertical E-2.1 Wooden Headform- A woodeni headforna s!t IS: 7692- axis Of the he.adfl;rmn. 1975* ) shall be usetc. C-3. WEARING HEIGHT ( DEPTH OF FIT) E-2.2 A Gauge and Recordiug Apparatus for Measuring Force - The gauge and the associated recording.; apparatus shall have proper C-3.1 'Mount the hetme;, cn -t hea(F)ror c.orre-sponding to tile size of tiime constant to be able to measure the irnpaCt loading up to 40 kNi heaciband matkedi on the helmet and apply a presiure of 10 kg as in ( 4080 kgf i independent of the time of application of the force and a C-2.1. Mark on the hleadform die position of the lower edge of the slowv application of the load required for its calibration. The gauge headband. Remove the helmriet and measure the vertiral distance shall have a minimumtrt stiffness ol 500 kNInimrn ( 5i tf/mm ). The hetween the top ot. the head Ibrin and the mark slhcnving the position headforrn shall be mounted on the gauge so that its vertical axis throtgh Conlcllpiecl bv the headband, the crownn coincides with the vertical axis of the gauge. E-2.3 Accuracy - rhe overall accLracy of the recording apparatus shall he 10 percent. APPENDIX D E-2.4 Block - Concrete or similar m-onolithic block to aupport the Ciause 5.3.1 ) gauge a:id headifor-n. having th- mininiiirri dimensions: heighit I m, ienigth I m, widEh 0 6 ni and nmass I t, 'Ihe biock shall he Lr'df.de.' on TEST FOR STRENGTH OF CHAIN SIRAP dirv -andl on a so:inl fioor. D-1. SAMPLES E-2.5 Striker -- A striker in the ib: rn or a retingu!a:r block of tNoodl weighing 3 kg ard hating a hoc-izontal strikinq fa"eI 180 mm x i80 rnmm. PD-1.1 T'ihe 5ipi ,r t esl~.ir, ;!1' it d vil . 9The striker sha!l slide freely ;iind w-..itrhout oscillation down t, o \erlica; D-2. PlR.OCEM--RE gui .......................... e wiirEs So vit oneo hat tlt' c ertr, 17ra t;y of' tihe striker lIes on --2.PROC E tihe vertical ax!s of ter g-auw,e ald hIo!h ilie ill the plane of lhe guide D-2.1 The helmet is Plk-:cci ':: hi: ; , t lt a - Q. wtre 't,75t .i with thie cit;i strap a,t-i;tt2 n a ; l $ltilO)it. ~ -- -- _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _ _o __ Stint,ri: fr-r 's-o.,it ca tw::es-r Crt r - ..-.................. itz it ei:le;. ' n)eCitic:itil!t for wotsodtn ni tot to fir .- t ti v ig Februarn 200)3 Tarnil Nadu Road Sector 1'roicct Appendices to Enrviroomental Man-agement Plail lNRSP 01 iS 2925 - .9t,I . i F - (3, E.auit the I' -! .' i .1ttui.-i f.:lininiit"li.r.iiAl ea3..c iae11-. -.. ' il~~~~P eNE 1 rl,.-. TI it 'lerfa! (d ii ir3,03Lt ,i:: ' ' '}- ItrkSl? l'l..Vc ft ;io t.. -'5't-t,: 1 i v'>t+ ne, i1, ine 'C Inle. .i. . Isli, n. i.'-f-. V. A pho: r ir 5I', . 9. : Ct'ause 8.2 several IIt . nes. Cnt.itln se- 3kt i- k it a ire-t ii r 'L p METHOD OF TESTING PENETRATION RESISTANCE tht. he rtte atl:i ligIhterdl. A'ftcr a .et. ntnhitttes witen the hurt" - St!iff:ltetx ile:i thC regtl!at.: ci iutItiSo shcill hes t-Irt td to ul Iit F-i. SAM9fPLlE it ntl to lIon' in hre forh n ot' va [.tpor. F-1.1 Tlhe sarnple for testing shall be selected asr given in 9.1 and shall G-2.4 lBtsrrer shall be ope rated witi the v aki so; as tO get a i amne lieght be tested in one of thie conditions given in 8.1 which has given worst oF laO inn. level o. the tuei sh.ll be not less than 760 mln abve thie result ( see 8.2 ). base of tfle bIt-nler. Satisl:ac;torv operaliort of hburner shall be checkcd by inserting irn the Hlame the Lat'e cepper ;vires in pnOition ne)rmallv F-2. PROCEDUREUR occupied by okv v.:t . t:4! the test riece, t!at is. 50 ntin above thi burner and reaching uarther etlge oT the flame. 'I'he wire shoult.! nol take roiore F-2.1 iMount helmlet on any hteariorrn ( sce IS 7692-1975 ). Drop tItan 6i seconcis to melt. freely a plumb bob of 300 g niass with a conical stee! point having an included angle of 36° and a spherical point radius of riot nore than G-3. PROCEDURE 0-5 mnnm from a clear height of 3 0 m wVith the pointed end downwards on to the top of the crown of the l'elmet. Examine the heltnet for piercing G-3.1 With the hei!tt upstde down, ancd the btsrner angledl at 4J' to the or denting, Eailure oF any integral parts, etc. Vel'tical, the endl of' th,e flarne sihall be app:zed to the ouitside of' Lhe shell, at any suitable point between 50 anm 10O) rans from the cro%vi. for a period of 10 s,`conls. 'The plane ta[Islrrttai to the test point siall beh horizontal. APPENDIX G G-3.2 Iiltc shell 'Pall ape esa tnnet5 fr ' R etrndPs after rern a'. ( Clause 8.3 ) 1thie larr;;e METHOD OF TESTING FLAMMABILITY RESISTANCE G-1. SA.MPLES G-1.1 The samples lor testing shall be selecteri as given iii 9.1. G-2. BURNER WITH ACCESSORIES METF1QM WT E STING ELECTR!C. RESISTANCE G-2.1 rhe test shall be carrieid nult n'> t d olscl tlurner coufortnitsg '-iI SAMPLES to A-1 of IS * 435.5-1 9771H ___________________ I '- --'r '5 ~~~~~~~~~~~~ ~Ftj,i '')!t .7s ,w -*t,a.S *t,** r is.r r ia'c _in . 1. Specificatton for woeAme eadffurit;foj testiune o 'helmeits. fSpecotcation fur fire -retnistz tt; tti't e I a c7: -. ca'i ) Febmuary 2003i Thmil Nadu Road Sector Proicct Appenidices to En,ironmental ?'Management Plan lfNRSP 01 ±-. z;n di71~Ir~ It0I I. H n :f; iirm, A,I itO -i '.',s Pii Ric 3 ttti...i;-H'i. ,iti; . . ,1*,: }tr'Z 'It Lli i . !i . cl' ic-!li- . . !, . : -'t 'l jL : i ::! t , 1 1 . if ! :H' ' ' ii ,, 51'ii .:L fileLI! :e! sp-p t v r . st! v!;ii rh t- :t - t -n.e r rea i . .i . l, nii te !-i *pp iP:I ; ., ia t .e ' : V . Ar i t , . 'ici i' I !.: in't h , it. thc APPENDIXj ( Clautze 13.5 METHOD OF TESTING WATER ABSORPTION J-1. SAMPLES J-1.1 Tf'he samnple wh ich have bec*n ttaeu fbr shock absorption inr cond;rion UN~b shall bfe used for rarrying out rilki test I S'ep 9.1 ) J-2. METHOD J-2.i Weigh the sample ( fu! sheil ). Immerse for 24. lors in %vat(.-r, at .a temrerature of T0C to 3 c . Remove fr'otn xvater, dtir the dUrfaces by wiping thert, and weigh tiht axain. Rwpr*t the avne.yag gain in mass as a pnrcematge. APPENDIX K ( Clse 8. )6 METHOD OF TESTING WEATERESBST1N K-1. SAMPLES -2. PROCEDUE r g 71i ~ ~ ~ ~ ~ ~ .:i.:ci atia ;.I;ir ertu of 2:;°C to'ii, 1ns rl vae,.r teirae as 3 Febniacy 2O3F Tamil Nladu Road Sector Pao1ect' Append.ce- to En-Ironmentnal 'Management PlanTRP0 is1 1315 1"' 9 Indian S7frl.lara Itt -a a a 't.~~~~~~~~~ artati I p~~~~.r Conapoatratta 4 I S a taciantralt af lb1. I4 ltps-ar nt.)ta'Ifttll I Ipvr (ortitori-w CODE 0OF PR A,CTC-E. FO -.atet. at"S...nr i-I, >1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~V_ I I A NU) r-X 0 T j~~~ :\~~ 9J~' '0.ro I'.. sOX~~II FI t I th.. lttetCaunI s ica "cot % Ti %c. -9O.,.*t'-.ait l~I -I'e'tca tw - pacce. tirs. i ct otacase a. an caa:fto dicta cc lias asat1) 1,It the', aratcur. irl i trt', ra0 4 3 ( hvckittg ci Upp~~~~~~~~~ leather 4~~~~ I Iota' Both qstati se r sltail hr joaced along Oabe 'ka' hcdclItl Ole1,11LI'V I 'a-i Le.t:itcr a-act'~~P, at-Fu 11,a icr PPO cIa.t tc atart'- .0 120 ma' ssta%It! 015 ia back with one row of aetat - t 0. Of Otttt......,c at C s-ac tat., ito . mp.ac too pa, r iota aatd cr'ac ccl cc abe na~~~~~~~~~~~~~~~~~~~~~~~~~heflrtLR ad sk," IO -5nir, a '0' ce,: io. nattt oadalh along the port ion `. hee cecg. The back scarnt slhall be rettaoreod b%' R,'rt 2 9e' Pat-r. ['a lot ltcavt 111-an i ~ a ~ n 0".ect'.'tce~cah'ea a ob t stitching ai asovvn tape as~ speicillVd i,,ot'h lne ros ln\ust!e~f furhrels(wiit d hek,. A lrp~ev hl cca of saern' on eititer aide at a cltstanec ot' I mttr Aa'taiSOi Glatscory of s~~~~~ietr.tt relastir to tte 'tiectst, 21tctes ' cte -aa'ioaa.. u- fr-an the 'edge ;f the tape. Joiti loura'.ar ar oae -'a g', I, isc. nota exacinstog 2 nan'. quarte withi awe row, of searnts natn spa-1, tootwoot (ftrtt revt,tcaa te 3 ri.ox,rors,,s~~~~~~~~~~~~~~~~~~~e' ~~~4.4 Storting of Lcualaer .aatI.alo h ack liieon ( act qluttter oa'.ci first row, bcing 2 namaa rmth deSt 3 TERNILNOLOGY tile~~~~~~~~~~~~~~~~~~~~a.ata poratat'.. strengthening piece a'. the quarter back`,acmr h-air ann purpose a'. tots sntatda 0, tan detanatto '.tS c. larger{ tcstIaOio'cs tie larger -'z of car493 et/c o,o tap with tane row of stitch at a distance of 'I min' git; tn Ia OS 2l i991 shoatl aipply. .a1long all shec four aee.Tecsne ftebtt 4 NI ~~Nt F~CTURIN~~ TECHNIQUES 4.5 Clicking of Upper Components Pros Ce rot1. elge skioc alona tltC aatp edge.alona ttot s etae. bet s attl nbalWoner tor totwlaini1l15mmmatttheetop NI.k.NUFACTURING TEC-tiNIQUES 4.5 Ctickiw, of Upper\cO'Oiitt" mt inrwdth. htcase csp as hibk. 'f qiater basie tosoas to atmjagug loo ~ I c k cotopo se aa 5cc "nI oat o tiac at ira it tact' sari atti dtgb. givet152to20 mm ididebbeve P (.4 -4. c alt'e 'a sIte laat itag edge act make the 4onl~% L:-,dIII' I't12.4al,Farc ao&/ntt' ThngaaIIgeeitato mQt i. 4r2.c sales st~~~~~~licn, cqrm_n; ,-o nTb:vio anul at,v Stislti two rosas ot tcanis alotag abe quarter, i:"-'tnforreto h otrltc I 99P:IS19' al1 qofPr 4.9.4 C(statler facing joint to the fuil below tonigue, 2 ens apairt tto~o~ cs tlto fi,ltacknocas requ'cireriica as l9Sti. A,o ad exccs- ecutang, et'crlapping ah,r at 'tihic I of 15s 1550) K Pact 1 ): 19S6 - sbl iktga ~ -i PrIII . Im kv~ the titlh thefitto big3mmaayrmth 17.ct, wil Clckng hecontanaovcaateots. c 2 miunderlay si rgalongthfis owbng3m aayrmte tici IN :99 ( P_wt 2 a . l 9S6. EltaCknesi requir e- lita.euaiyaa anior"itycat Iu -catr. --tfI-oaede 'a-tao cc '' --a anal. '1' mInimum titiekoess itase in ...p0guari05.nd unfo 5't.,tcC d.. abel i: p essetasoal tltat the titick- a .6 Ciingf Lining~ component's 4A11' Back Strap 4.12.5 Qiaroter to V'amp II 1,- ahc'i ma intacnt tile c lafl Scns of rte ''I ' '' -' 'r'd"r '.ta ustst a rIte mass of theClicks am p linrace frotn lin ing lete't c .I lite lea thor- Si tetgathenian pi;ce tt'r rinftorce- St 1.torw -faarsasn ure a0 ha' t slOt ~~~~~~~~~~~~~~~~~~~~~~dan:c stI h eaietn az t *Uathloll!cat 'aI abhc 'as'uacto: back at ' sTi5tI '.thle joitat saith the voatap at itot aparti sr bthi- 4. 'Designt IS 19189 P fart I I:19gb aoli -IS 1950) '..( pj 5 ietlr o utbl eaa, lptiso n sae 3 inatt apaltr, V-lait a, rcA`.' beitan 2 tat: ts't't itt 'o' -'ak e at" I- tSr ~~~~~~~~~~~~9S1' t>lot',Iig the pri'c:apc. . stateod ri 4.5. -halI be Pra'Vicedi fi-ins ro clac edlae. 't a u- al ' 'nI ho ttacl cc lr'.'. hiall bC iatradtataOntwer sitll b4c12Ce6 tEa b,, I,,! 'ni, aim. l is :p.raie haL- S , 4 -Sait. patac sadi ta atecco'datacc s Ith a the Fax ,as e. clcts Isar lbtai a tIt'l faou r l . ~~~~~~~~~~~~IN ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ a- :- retstts s lot &,itarat tat. I-lhr taip eye act haltal hea. la4 t F . I' h-tA!,clc cat lasas' O,sl T0 f-I.2ta;Ot,to iraft'a..' 4.11 IlItt titctaitag .ia a'c o 9aat f,r ho,at as a'. Ii nall anIra ic -6ts 1: P''a.' -.: ha as' c lar 'stCab cl .0 o:i- illr ara'-c t 02 5/2 I 'a derta atitol 15 1919 'art 2 ) : 1~~~~986. abIlI 196'ie fac1,lnin,dg cylta a ,be utafatn asaace. I 'a ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~February 20031 Tamil Nadu Road Sector Pro1ect Appendtccs to Envirionmental Maqngement Plan, TNRSP 01 a fit ti;tlToti : P.r wr 4 1 41111 cttirtittilt ritalIe It' I a1 - I' it tiv'I i:,n 1;"k, t1."til h,"i tac"Cr,, ri 4. i1 II,! B61dW l it. 1 >, TIP Fir' rtrg i Ia.. ~ is grd a1, til L 't 'T~~~~~~~~~ra I Ii,j ''atcc t"" f 't 19111 .tat r,rilttlc .ti,!oii~: !,:': e , Apini,ir it, Itt!- c f -t'. Li ota;II~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~Iirtta tp L W? t) ~ ~ ~ 'r mz't tI r,V.n a sltOa ie'r~ i'. t PEVIrti'a i ha` riraca panlll ;Irra Kinr nieal the rubber tale, aial -, ai 4.13.1. Sal 'ii, sntt,.air'itra rt. t.it -. a '" ''a t 'a i t ttr,v s ravtiit jaI 'tQ t ilii Itt t the la bar iddle sle andput titlLr prasiI e 't h~~~~~~~~~~~~' t' it t lana trr'C"a'tui i'.ci Li- tlI lC cemientn press. TChe Tubber tae hllthi m, i'zll t I)~~~~~~~~~~~~elnI 'tt 1.11m clean iii Table I o 15 959 1 PuttaI ) p 191 'tij Iu loe channe by Rougic dthenirtr -usn I 9't. t Part :3'9i l90h.rt\:99,.'t.u,,ck 0rw bra tii!.,t',t 'firtitia ,he. ttretislfas re-.ribed_inIS 1919 i:laet i t-19d In,!3. Skiirt tatiid nslett r deCra-- , .16 ~Lasting, a"Lt-dMkn,'ttich ak ak batelpiens iSn t1,I ethe obn.l anrld IS ole9 A pprr 2 156 thnubroaiah thetap edge o'af t be ultetlrmt tatd mothe th. with at niiyr 15 um icagtiglat.ind s of m2 " intar u er iat. Ieiaie .7. certtfr BtoiShe ncitlte LatrcSl ttecr at the earle it tOt crietie than 1 titan. iSa t.ittSttc'es rtr the shape af inaneI stub the listL !e3 R II e n i ct.-p ) n tIC 1"'ttiInC; lll~AI 4~ 4.1 3.3.3 ftti rpcio .62 Siic:c PtrricBorilCorin in L druucl r t : , c,r atr vita t rite IL'taea-pII ai. the rel ti lsee atsharmllbe atatr ih-tr2 T. Ie e\iczi a~~~~ to ta,ily L I~~~~ i %i .tt.t it boh o"de if Ilire [han't plilt- par. seeitintervall bedh e r u nbfcirmle all roun tttl r, Sr 'ifeets 1i'il be rinforce with :fe s"O"erio irl s. arfr o st l 'cf tiherl.atha r mcedof 13 1 mar ind puait u eder pr llur Ittatlet - hall he feathred all round neatly 00 ln'a.hcriae aasl shall -ihe r evenly applet tl ::: t' ite1ttta iiri hutr I e tifc cementinga petraegs Thogthe virirsle sh tlI c.i hje, r.sj c ithikesf the rLirmns oe.fiathering, y Sio(Pi 9' n shall be iltatre a art angle of appratimatela 45' r 4c1 Drafingcndaasnigl'bylattte.i'tacf-c tstitertittetehodas- ireta iia'a/es hn t ~'bje Place99(piF lt( an s ~ upe Pan th 2 Ititad~s ia pritt. ora.atl.altt.t.41. ,.t. Lit t ''ti'' :,t 1St . IS A.3.4 St`le lrrrttteinttg i bterate part ion. Cisa tac and tied rdrpaaIls ii 4e.crib'idjir- Sri, 9 litIla,viart6 the6 Lasat ingland to-cpariid fmte: piler lr 4ia.13. at Skitai b roed(oelcad tako ir nt i 'time. In I'lru~haio a at till Or' :-o d, safte raes16 inc th er decime'.the ,)e eana itiise i i.e.. at' bra a'r it lid breasiott the rit 16 1 erAttath ivth hae I'srat otzit tat,s Al h."- i l- h't,Qi LO thettt a,'i oft 1 it n [n,es E istitelt h a il h ltosttitching ti heads sitall be prandrl tar ired.isc Dep,trilm" upon ., 'l li - tt hte'asa uip iaairemaal treno btina mslti I aler rt trat 15 C, nim~evl'1 si.e iayti 2e ptrotidsdale .ng Atan earlitriercd lnrallOnha sle vaththee b.n:ttitrcr . o .itetedbvod;m -or of hId ilea 3 tic ~anas's akull b 12 I ae t.rttir~(; 2 OtutI" nisc lnth.iti Ina ciker.f inno Miret! it' irsrhainl_ tt4r a17rtannr. 6h Scnare ,infrI h ta ltootrheitt. '1letathe -`ri the 1,:p edge ofilic Etifl'cllct so that the thicli-lt is I i-ta.'. it: 11Pva terath*httshhaperil rmain un lsts inienhtelh ' eistr taa', :t rl..'.a Io me sol thanIftrtur4Ihc. i!iv. ihe sti! n. . isi -'ti., a In p 'itu ti-ir e tinnalit a 4ti. 1r il irr"h a lue ret err rl s alir of sripe r 0 rotnl d wIlas l, 413.3L,5n dL1 cur Tee salb ie a bthtom c - i stti'"' ttee rdcatPt i skivc of 24 a'i O' ontt acFa' aet-l ttf n t. . rt la.rSi ' t mm4 a tsar' th.t era1 encrewa fart alerthea dNorninli the Svn 5h.' attit a's.' aaa-it.' nil ~~~~~~~~~~,,,e ,Iit"1 ,lte .1 h oett p.,irea . risc:', ilatid, aenrttit ritilb lats fore athian 24 c ictTr.. '.;I' l.a 2. rat' n.h., ii the hash of lie Ir , s o ' ' ~~~~~~ alp i ~~ ~ iite'rtr,.l. both'..'la sli.thl ha 1ilr Earricercvng s iiallhbe hasteuniedormls ll roita tit 3 .~~~~~~~~~~~~~~~~~~~ifrri Ahl erifre o ir ct vc ei,- etfrb.lisard :'tii foi nit i ur.' ditsar ice i lptetatr ire ratn mnc .m th tn,I:. :a ll.e befalt'ii ea aflrunII - Mv'hakttIY'Ins ~ iucaOdct i v a t,! shalltMbeuive"ay tat p t ito hr- ":, ii tr .tiviaeartl'lp st~.otrrac crit'tr 3IIi t peneprats eie n t r Iugh the Ollie; -I a-e sh sho . Th n.atheing ifa thbtte d trle to a lot.'l'ti itde ' b pefoeitsiliu t 'ti thea sporriert sat'l ii- , Ld trrttss tire 3 iltea ri'ra e mlipdla st ole. uppet ltatslipdp iai g irnt.trt le f Part 2 : t986. SinnLtr!i. c.c t pan tat aiLtsta --Il Ia' .h.-1he 1tci. fscu t ott rotough s:iall be providLc ;sith a p.tir of cotir,n jIla.I .ilarl:.a .p-r . a rit No Sl0 or glass piaSec.s IlC-At '"I --.na!eacues 4.20 A.ppearane kand Workmanship llherva!tel. 1eJg eSt Ahall be scoulred on hiic42)Apaac sn rntei -Aa'ral-ac pi a t; it N.). 1h0 or glits3 piceas T,i bhol5s tind rhoste .ha! l irttl-, I- LI Siullurod It' . ls( i ae perpeindicuIlar 0o Che -ette-a ls srkrtaiinshintp a icadedf iri ih iiILala- ~~~~~~~icl!lrl:s:l ......,.!yiroyund !he hLecl. et 'trinug ma:utdola rb,. Indi,lduiarllll mauai....................e:. 4 18I s-' md .. a t C t.,.r;:: ttIJ htI eris. Getneral st-r k:ai:t aftip in .ll odtl cl . ;- ce _ 11,)i Irt B'is- ShL, ( is-s;'' .eathe-Sole d* efiuled in ihc manLIUtilt C rh li boul,t .as l' .11, Itt hicomLaij.rable z' Lth fac*a1pjlsa. PC it App.!' Appropiatl soil.Ir pigment. mainlebit supplied la the mattulauicliici arnd arpLtt'ed ha, ldn the coloau tsr ilpper. ilong LILe sole and ilie purtshisc.. 6 Febaray 2003 Tainil Nadu Road Sector Nor°ct .%ppenidiceto ro M arogeral in: eincn: Plani TNRSI' 0 Appendix 3.8: Roadside Water bodies along TNRSP 01 Si No Road Chatoag | S The following table pre,eits a rcnctat-e Lst ofo atecr lodies prcsetit along lhC corridor 1 lie exteit c Impact on each 27 |:: 1 ,n ::a:: Sic \rL 21 all|: of thcse wfll be arri-cd at bascd oi s,ie verification bh- dte environmental officer of the CSC ai coiojuticcron wi-th thce eniginecntiig drawings 2S I::e:::k:nJ.:m \l:::lur 24S::.: I 29 I::onk::oJ.c:: l:ear I-) 8:14 SI N,. | R-d Ch.-."- S:de I_____ C ':1 l :.:o:I,:::Jaol \r:: I:.:r I I SslI: I t 2 \I ::::: 2,:!::: Ii lSII 144::::: |__________ _________________________________ 3 Ire lP-. 'I I,:1 I::,:::O.: l:-Mr12:' 4~ ~~~ ~ ~ I: ::I: :. o I.S:m :::::- C:: \r::hi ___ __ __ ___ __ __ __ _I___ __ _ lr | \r.shtr Krrz.> ~~~1 7411 rh 44 1'. .P-:: 45 1:: 33 raarbp 4 75ss1 l. 1 I:::.ne na.[ l .::si l I::uvkk::::Ielr I1 i 1 ::: ) III? lulll I __ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ (, I......nallmll.ss I 97kk l0ir (M} zIslfl 'mG 1 zII4I I-96K :) Sc I: -k-d-on: K..b.,ko,n- 93 1)(11: Lft 7 1 rxtl 4ni.lIltkk-fl-ll 4 s),,I 11 . 111 Iigl 3;7 . -ko-dad- K-mbA.k-na 94 :1:1) R.ght S I:::::ni :)::c...lI.:.:r . S:p:. 1 Naihaur I: 511...... : 38 15 :aekoodar- K::robaka::eo: 35 :11111I.f 9 I Ira: nonmaml.: 5: p:::e Kdi N arhue Ic:r \\ .: 39 1--konda- K-mbsk::aa- 95S34f3 It.Ight MI) I -:akk-::da: 1: .1. :e IS 19111101-21,111) R,gIh . 41 I1: -thk.d-n K-mbrk-nm I-I SJI.i Lft, t I I tekkhodur L 5aI.:v:na:u: 3 (100-311 0I I)) B,,h tI l,,y-ak,,daoi Kumbrkon- 115 2001 Rght 12 I',rukkoe,ur B:-pa:: .1 ur tie:1Su 42 K-btibak.,am Th.ru...ru. 31 800 R:gh, 13 WI-:kkrvI d :p:a: I: :I.oI:pakk:m le .r : \r'_ _ 43 K-mb.ko.-m 'Lh--aaru: 2G 11111 R:gh 14 I' ::3I:atl:IIcan Ia: lromk:::daaa 511:-S 1,(-1101l R,gh, 44 K-mbakna- iI1-ru:aru: 25 Sl0l, 1-ft IS I:Idhec laa ami-:lodoo iii 401:1 R:igh1 45 Ka-abAkoe-n Tlh-ra-r 25 0II L,,ft IC \ ::Jhach-.Iam11 -ako-da- G t)111 R,ghIt 46 K-robak.oa- i'h--.ro - 1 1I.eft 17 \ ::dhoohall _-.k: inda- 5 OIO 1gh: 47 K-mb,kona- ] S...:,r.r 17 2010 Rght IS I:-:a-ko-:da:n SoA-lot I ill) if: 48 Kumbak-oar iIh-::o 6 71:a : 1 : I') 9 I.::a:ck:::daa :: I : I 1111 I 1_ _ 201 |1 -:nk-:d-m A-J- 3 2111, I.aR 21 -e ndk\dam lra \ lu- l, 1111:1,7 11 | I.,fr 22 I.--kn-daim.crlor 72 | I:: 23 I: 4:Ok l:ld-lO .A-:.dI- 12 111 1)(1- 1 1.00: 24 I.--okLda .II(D.6r 1511).15,111111 I.c:L 25 |-I.:ak-od-m .\ A-l-r 16 8 1t 26 I :.-k:,),:J) 1 1111 Februan 2003 -1 -":,,di, Road S-r- Pol,,t knienctice, ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~to Environimenral NtLanaiement Planl TN RSP(I Appendix-3.9:Lsto joan inrBigsiTN P0!_____________________________________ New Bridge Details Demolish Side Track Details ~~~~~~~~~~Refurbishment of Existing Bridges _____Service Relocation Link No. Bridge No. Location_________ __________ Deck Overlay Barrier I Bollard Replacement Approach Approach Crack Location ~~~~~~~~~Exist Structure - ______-IBarriers Sas Spall Water Elec. Tele Length (M) Width ~ ~ ~ ~ ~ ~ ret ppo. ent (m. -- -Length(Mnlb Length____M _W_dh _______ N_________ _Spa..__ ____________ Requir.emet W dh Barriers (in) Bollards (m) M)m Re ar ____ __ _ _ Arcot to Arani ~ ~ 1 _ _ _ _Y aI-- i ~ -- I- _ _ _ _ _ _ _ _ _ 025036~ 201 2/1 Yea d 0 12 - 025036 202 216 1 _______- Rq 1 488 2m red _Re Nor 025036 203 416 1 _ 2 12I.22 -88 - Pia 025036 205 19/0 16 12 I Yes I Reqd 0 12-- - I -- 025036 f 206 21/8 15 12J 1 Yes R e d 012_ _ _ - - _ _ _ _I _ - 025036f 207 22 15 1 21 1 Yes eyg d 01-- - 1 2 025036 208 26/8 -i_ _ _ _ _ _ _ _ _ _ - _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _Arani to 12Polur0 1- __ _ _ __ _ _ _ __- t - 0306 210 13/8 12 1 Yea Reqdt - 036038 211 1_ 4/0 1 0 1 2 1 Yes Reqd 0 1 1-- --- 036038 212 15/6 1 2 1 2 1 Yes Reqd 0 1 1- - _ _ _ _ _ _ _ 036038 213 16/2 1 5 1 2 1 Yes ___eqd 02- J - - 036038L 214A -143/8 1 2 1 2 T 1 Yes Red01-- -{_ _ 036038 L 2148B 143/10 1 2 1 2 1 Yes Red 0 11 - I ---- I -__ 036038~ 215 -142/2 20 4 1 2 1 Yes ...Rgd. 0 12 -- -- ___ 036038 L 216 L 141/6 1 12 1Yes Reqd 011 Polur to Cheng am___ ______ 131038 220 19/0 - --- _ _ 167 -88-- - 131038 221 25/4 - -Reqd 3 51 8 7 - --- - I - - 131038L 222 - 27/8 1 6 1 12 1 - ed0.12- J - ---- - - - - 131038 223 - 31/2 20 4 1 2 2 - d0 12 - - L ---- - - - - 131038 224 39/0 45 7 8.7 3 0 15- ----- 131038 225 43/10 1 6 12 L 1 - d0 12 8 0 8-- L -88--- - 131038 TOAS- 48/2 - -- 14-88 - - TO T _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ __ _ _ . _ _ _ __ _ 1 _ _ _ _ _3 70 440 _ _ _ _ Note 1. No side track is required if the new deck pa constructed by using the part width method. 2. Bridge length Is measured from C L abutment Al to C L , Abutment A2 3. Bridge No 226 at 47/4 requires existing deck to be replaced, new barriers and approach barriers MJ - ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~February 2003 I 'U \. -ild P~1Pi5Q pxilcs/ ii-iiiicis liac/c llain I N-RSI' New Bridge Details Oemolish ~ ~~~~~~~~~~~Refurbishment of Existing Bridges _____ _____ ___ Service Relocation Link No BridgeNe BrigeoDtailatemoishSide Track Details I Deck Overlay Barrier I Bollard Replacement Approach Aprah Crack/ Location Slabs ~~xitStutue - - 7 - -B- - BriesSpall Water Elec Tele ______ ____________ ________ Length __M__Requirement_Approx_Length_(km (M) Width B rir m lad m 039041 22 _ _ 01 Yes 0g 1-- I . -tIl l 0390 1 229 90;6 I 56 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 88 _ _ _ 039041 230 39/8 10 -120O 1 Yes 1 Reqd 1_ 0 1 15 ____ __ __ _ Tirukkovtiur to Uluncdarpet jI 7- ~I 041046 231 [ 11/2 20 4 1 2 0 2 I Yes Re-d 01 - V -- _ _ _ _ __ _ _ _ _ I - 041046 232 14/4- _ _ _ _ _ _ I _ _-- -6 8-_ _ _ _ 041046__ 233 j 60 20 12 0 F 1 -1 Yes Reqo 0 1 - 041046 234 23/8 24 4 12 0 2 1 Yes ed01- - _ _ _ _ _ _ _ _ 041046 235 27/4 - _____ __-3 2 -8 8 0411046 236 27i6 _ _ _ _ LI _ 2-8 8 - I-8 041046 237 I 2 8/0 I 457 j 87 3 YsRead 02 - _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ Vriddachalarm to Jayam kondacholap_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ __ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ ~ 0451033 238 1 1/6 , 307 7 8 87 10 1 Yes Reqd OISl5 see Note No 3 -__ 04510D3 239 1 4/6 32 4 87 2 Yes -_____ ____ ___ 045103 240 J 24 1 14 0 120 1 Yes Reqd C 0 I _____ 0 4 5 1 0 F 2 12 1 / 2 - - I - R e qdL~ g L 1 3 1 7-- 8_ _ _ 045103 ~~242 10__ 4 - ~ 7_ 1--------- 1 _ _ _ I Yes _ r Reqd 01 _ _ _ _ _ _ _ _ - 1 1 1 TOTALS 1542.011L___ 11 __ 188 0 1528 t- - I Note 1 No side track is required if the new deck is constructed by using the pert width method 2 Bridge length is measured from C L- abutment Al to C L Abutment A2 3 Bridge No 238 will requiresa minor deviation at the north abutment. Februaiir 211113 ruin \.ntlnn I/nIh1 Sn,crni ~~~~~~~~~~~~~~~~~~~~~~~~~~~ .\lmoLnclicr. [I) [ nlvir(iiirnijilial N Lii hi4CirtCilF Plan lMRsP (iicc r _, I , ,, ii~ I, . aI _ m,~I~_, ~~,I 1 _ -a 1 I'' 16 11 New Bridge Details Demolish Side Track Details ~~~Refurbishment of Existing Bridges Service Relocation] New Bridge Details Demolish Side Track Details ~~~~~Deck Overla arrIer Bollard Replacement Appoah Crack! Link No. Bridge No, Location_ ___ M W h pas Exist Structure (MlVd{ares_i) Bltrs(n) Brir ApSIoabs Sph Wt ________________________________ Leng4h Requirements Akpprox Length (km.) Requiremlent Length _M_Widh _arrers_m Bol__ards __ (mmL lab Repairs ___ Jayamkondachtolapuram to Kumbakoniamn _____j_____________ _________ _____F 10305 4 2~44 99/0 _ _8_7 8 7 1 _ _ Ye _ _ _ _ _ - _ _ _ _ 103054 245 L 101161l) L -7 - I -- 186 86 8 I 24 7 243/2 (1) ____ __ Refer NoteN 3! eqd 0 Ree N.l 920 I 67 - 66 4 0 _____ 'F 103054 248 249__ __ _6 24 4 1 1 2 1 YE!S R q 01 3 - -F_ _ _ _ _ _ _ _ _ _ _ 103054 23255(0 36 7 __7 3 _ _ _ - _ _ _ 103054 _254 26416 ____ 1 _____]Refer Note No 3 Reqd 0I R~efer Note No I 9 2 4 - 103054 255 26516 -427 467 3 YsReo4J 01 5 L. ----- I_ __ ___L TiruKkkvolur to Utundarpet t___ ~, ~ - I±1 - ____ 103102 256 4____ ___ _ _ ___IReqd 110 6 7 8 8 40 103102 257 ]6/2 457 7.1Ii3V~ - - - --- - - - 1302 265/2 24 4 12 2 Yes --- - --- I - - - I - 103102 259 1 19/6 30 4- 8 7 2_ _ _ _- - _ _ 1I 1 0 T i- I _ _ _ _ _ _ _ _ - - - - - -V _ _ 103102 262] _ 7 Yes Regd 011 I Vi-_ _I1 K Im m Vriddachalamn to Jayamkondacholapuram - I --- 1- 1 -______-F________ _0540551 264 616 Re-] - I 14I - - 7 6 054055 265 10/8 76 487~5 __ _ [:054~055 266 13/6 45 7 8 7_ 3 _Refer NotIe No 4 - 11 t -- 054055 267 17/2 45 7 8 7 3 Refer Note No 4 -- '--- j - 054_055 2__?68 194(l) 20 4 1 17 2 - - - - _ ____ T ____ ___ 054055 - 269 14ii _ ___ _ 3 Yes Refer Note No 511o 1N Vriddachalam to Jayamkonda-cholapuram - --- I - I_____ ~ iI 271 Gh940 84 2 1 17 3 __ _ _- __ _ F- I _ _I - 272 1 Ch.6750 ~~~102 6 11.7 4 I -- T _ _ _ 1~ ~~273 ! Ch-81002 84 2 1 1 3 _ _-_ _ _ _ _ I-_ _ _ _ _ _ TOTALS 72 _Fj17 Note 1 No side track is required if the new deck as constructeg by using the pert width method 2. Bridge length ns measured from C L- abutment Al to C L., Abutment A2 3 Bridge No 247 & 254 requires existing deck and approach slabs to be demolisned 4 South west parapet to removed 5 Bridge No. 269 will need to be constructed by part width method. Febrnuarn 2003 1Lllai N;tdL Road Sector Protecr Appendices to ELa-iro,tmcital Mfanagement Plan TNRSP 01 Appendix 3.10: Noise mitigation options, selection criteria and locations identified for mitigation Table 3.10.1 Sensitive receptors identified for Noise mitigation NOISE MITIGATION OPTIONS Distance Corns SI. Nit Package Link Cha-nge Di-9o Eitn R-maks IC/L (nra) The niuise attenuation can be worked out by the adoption of t[hc follow-ing rvpes of ioise barriers I NtS) 51(N) 1 e, t 000 lo 000 Riclit 0 t'iirlis,l * Phts ,icl barriers iLI the form oF wNalls, screen etc 2 INsP 5) 'N) \ie,t \taii, 17 000-18010t lOfit |10 ltct ( attaapa.kksot * Structural saodiFicatotios ar thc receptor locations, itn tctl form of provi; ot5 ot double-glazilig etc IN ltl' 01N) \rt,,oo Iri 23 500 RkIiht 0N l ( iollege ( a-ii) * Reacrrangetitent of the sen siti-e locations. thirougli cliaiges its the interral plaininstg wvherc possible I \ i 0) 1 hotg un 5;000.6000 ].ct 20 Iansas an.oe Schl * Eartlsen bernms bers-een the highla- aiid the receptor and, a t RItSi 01(N) t'1s4 anitat.eikk,t Oar 104000-t01)0 Right 15 1 Silcefcva3itiala * Vegetative barriers its the form of thick screen of vegeration etc 6 INtl1 01( 1.in ti Iaeai-- 27 000-0 055 tItt tapatti An evaluation of the various aioise barrier n-pes savc beets madc and baaed on tlseir Stitabilitt atnd extend of aioise 1h oil attcruanaon, to realasucalle work our the feasible MieasUres that can be inpleeiaetited for tthc ppoecr Specific tieasuire _NSI O(S) \ tidluachallain lassi-k-.i.td,- IS 600 Ot' tr 12 Sch-ul| for the nuugation of noise hasve beeti worked out for several locauons t 0 I'NItSP01) Jatahkitidas \,roal-- 0Q400 Itght IS School (lasaekotdan) Physical Barriers Prov-ision of a phvsical barrier shall attenuatc noise le els upto a maxnaum of 20dB(A) As tliey 9 I NRSI' 01(S) Jasai-okda- 1it2aRit 100 tOlft 6 School (,\amIdu) do not require any large spaces, they can be easdy consuructed Material of consurucuon of these walls can be bticks, 10 TNRSIP 01(S) Ja--okottda- \eiraRlr 16 8 (igfltt 4 School (toisparappi) plain cement concrete of foam concrete. Unhke the first two materials, foam concrete is a custom-designed mix, 11 lNltSI' 01(S) Jayamkonda,s Anvale 24 300 lghrit 15 School (Senthurai) much lighter than concrete and avaIlable in modular components These can be erected on site as per the shielding 12 INlPtS01(S) las-,kondan, -ealut 8;00 Lcft, 15 School )Wacakoi) length required. Fiownever trie proviSion of such barriers for the entire length of the setdement has not bees 13 INIRSlP0I(S) Jaz-ekondam -nalut 60200 llght 10 School ('hamiakulant) proposed due to the following. 14 .NIZSt'O1(S) Jyaynikonda-sA -iat, 7800 LI.t tI School (Ana-alu) * The high cost involved in the construction of such barriers 1 'INRSIt' 01(S) Ja amsondam K.ibhakb,k- 870 600 Itght to School (Ching-at-aeam) * The presence of such a barrier serves the community on either side of the highwas, preventing 16 17NRSP 01 () Jat-.kondani Ku-bakra 94800 lbgltr 20 Schtol (\Vscholap,i-as) crossroad access and causes a visual bight 17 TNRSPO0t(S) Knebakona Tho-sanar 27000 Left 7 KN'S College * The barrier facihues opporrunistic encroachment for urban squatters. The availabcln- of a free wvall on . lNRSI'0(S) KimbakonamThiuvsros 20600 Left Schoil (Kadatasa a public land encourages the squatters to erect structures wvithin the RoWS' __ NRS_ 0_ (S) Ku__b_kona, Th-_- 23 600 Lt 7 Sch-o (K.da,-I) 19 'NltSP OIlS) Kimbrkonam I hini-2ar1t 1600 Rlght 1t Schoot (PKda-all Earthem Berms. Earthern berms, tciough they require a large area, can effectvely reduce the noise levels upto 20 TNRSI' 0I(S):]KabAo- ThieMr 16000 Ight 15 School(Paduk,,id) 23dB(A) Earthen berms require a much larger base area sitice 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 proxision of vegetauve barriers for attenuanon of noise levels can reduce the sound level by 10dB(A). the vegetauve barners, similar to earthern berms, require a coiisiderable area, and for the atcenuauon of 10dB(A), require a barrier of depth 40m Such land acquisiuon wvid result in considerable social disrupuon and loss of livelihood of the -arious communities. Other measures This shal insvolve the tintroduction of the barrier to absorb the iticomang sound wvaves completely and not allow ant diffracted or reflected wvaves to reach the receptor Other measures for noise levels reducuon at the sensitive receptors as the sructural modificauons or change in t[le internal layout of these locations will call in for a consultauon wvith the community and incorporation of their percepuons on the proposed acuons Sensiuve receptors selected based on the exisung noise levels as possible candidates for noise rutigauon in construcuon or operation stages are presented in the Table 3 10.1 Februan 2003 Tamil iNadu Road Sector Project Appendices to Emavicnneziral -Managemenrt Plan TNRSF 01 Appendix 3.11: Cultural Properties Management Plan for TNRSP 01 Archaeoloigical Monuments Gangatikondacholapuram is a place of archaeological importance along the Northern Corndor [TiNRSP 01(S)] The CULTURAL RESOURCES IN THE PROJECT CONTEXT temple striacture ta located at Kmn 94 5 between Jyaramkonadamt to Kumba konam at a distance of 70 m from rhe centrebne of the extating road It was the capital of the Cholas establsised by' Ralendra Chola~ I (101' - 1044 -AD) A Cultural resourcet ini thie project area are studaed for the Impacts the project is likelY to have. Various types of cultuiral temple erected at rite stte bespeaks the imperial dtigoitv of Chola art and vicronous mood of thie rot-al patron, after hat resources at: Religious centetra, Cultural heritage sites, Archieological montLIments, Sacred groves are id-enufcied Direct successful campaigrits in the Deccan up to the Ganga Vallet, earning For him hits title "Gangat Kondan". The temnple, Impacts of [lie project aire ammted ita cultural properues has-ing onily local siginificance and those that are within lise similar in sn-Ic to il-i Thanlav-ur Temnple, hias a tower of 180 feet ov-er the sanctum sanctroum The flora atad fauna of Corridor of Impart A total of 188 cultural. properties are affected atloIg dile upgradatton corrndor Details of the thie area is of no special significanice, except for the Blue Rock Pigeon atad the Rose Rainged Parakeet that it-c in thie impacts and associated miuggonLon measures are presented in the following sectionis Flowex-er, none of thie temple rower Archeological mnonumenits are beitag tiapacted. Sacred Groves Religious Centres Niiearby village in Tamud Nadu there is a pond or tank with a shrine on its banks (Knehehea ancl Presabhakearan. 1997) Ner yis a grove of trees, or Perhaps a single anicient tree In many v-illages along thie Curridor, sacred groves' are Pot cencuanes, pilgrims have traveled the roads of'Tan-id Nadu to visit famous shnines of saint. This tradition appl.ies observed In most cases a teniple/shirine is thet central feature surrounded bY number of trees The trees at some to all tlae religions i n the state - Saivism, Vsaisnaqvtsm, Chrisuarist, Islam, and Jatnism Thle toNxvns along the project places are very- old and also considered sacred by ti-ic local people In other cases ponds/tanks arc found to close roads include many of the Popular shnines. Figure 3.11 1 and Table 3.11 1 showvs the major reglgous sites in the victnin- of die grove Some faunal species local to'the area and in a few cases some migratory aviain species have been vicinats- of the Ltpgradaoon Corridors. u~~~~~~~~~~~bsers-ed near some of dxce groves. The lsis of sacred groves along upgradation corridors is presented in Table 3 11 3 Table 3.11.1: Religious Centers along Upgradation Corridors in TNRSP 01 The Sadakatti sacred grove (Kin 11.0-12.0) along Tiruvannamalai Tirukkoviiur road will get partiallv affected due to the proposed road upgrakde The sacred puththu (termite mount), worshapped by' the local people, located off the shoulder of the road needs to be removed. No othee impacts are envisaged on the sacred groves along thc Sit .kg dth eg, - Neares Nearet Ortricorridor. INa Pa1RkS r Nm tseRtentCnr Cha-nap Sertlerneert Table 3.11.3a Sacred Groves alog Ugr tinCorridors in TNRSP 0 a TNRSP at N Polarn OTaigri t 'eAtecaemi Na Nam Pa-kage (rte Road Direett- Paana..I Specie FIar- 5 11.1u, Ch.,,h I P.I.,~ ~ ~ ~ ~ ~ ~~ ~~~~~~~~~~~~~~~~~~~~~Caeae m i NRSPt lt (N) Cheamm .\t-q-u 47 C9-pgoo lmnemla ta ea 67 (nasal specic SPecie dieis tay 7 'INRSP at(N Ch-aeae Church s7 §h-osg-...........Timvaansa (10 ip-aic a tac r mas oF the H TINRISPI5 OmeN) ga Temple 143 Patr iaceaml Tis-i nea Ka-rs TNRSP sapsitri,0W ~c46 land is -ecpsed by 9 N5 S nsubar,acao Te-plo 143 Pains Ki.-anmanri Hdil Temple atIN) ll-~ 5)Wr pecre al hsrda culs-eu,ie 1usd and ii) T-eia agca e eple 5 Veddhaehaiam Cudlead S specie of the -rg-sasn- It TNI51'at i.a.a--sWan.kl-a Temple 0 5 Aaask-da .n -lrmaml) rhr Hil s ne-fi-ia 12 NOl i A-aa1d-esrr- kost balI 7 isiaaksd- Thmiavsae~ 13 NROP at a ai1a6 knittIC jais-od-m Thhopai- R,pegi- INralavam 14 TNRSI' cli a KumhheshviraTcospte tot Kumkaknaam than1ucar 2 ILeed Nineugan 'I ~~~~~ .k2ens isaM--, 70I (N)i9 55 lIana00 ipecies 3- 6 plansplptcpci is TNRSP 0l (S Puiesha Soaa-iippnr A,la-m Church 2a inacm he.,i T-mpla iII 1-2 iS TN RSII'2 C(S) P5adii A-u,A-mma KCii toIhscas h7i to INSP Ci C is aN.r-Ia Temple CC,--3 Ig-T. , NS - TAameum7 ChmWasac Bird inch Sr A arc afar Naesh-e C-cdr.,,tarch lass & ala far C-rdar I, nec lass, lPrcpred hi PCC soilfa--i 01(N) (195 701 d ducks od uio h-n Cultural Heritage Sites 4 er5si-aa T,nk-, nik I'NRItI sAr, Scan Eu." laNI-; - soial far-ars CIN)N Its - 219 keni Tarnl Nadu has a rich cultural henringe and the corridor passes near many sites and structures of religious, historical, l5asad, i-ker ANRCPAStee --a and/or cultural significance The location of hentage along the corridors i's shown in Figure 3 11.2. A list of the some Temple dl()N 100 - Oil EasUs.. 52 pins specie of the notable cultural sires is given in Table 3.11.2 J.erd 1-ri TIaa NRSP SAns SA-, t oa, Vs, Sea aci,a Table 3.11.2: Cultural Heritage Sites along Upgradation Corridors in TNRSP 01 l6ck I (NI) 20) loutD-k .kWanau Si H-g .Neares Neae-t No Pa-kat tetgSt Cishs-e Sirme Draine 46 lInIu ip-cre tutu, Cheag-mIrdmee e I N P NJ9i) ialr f she Ninabs I ASreat N,i6,thnKrrH. NRCP (it '1) 0a N5tS-h-a dia 2 FaTNRSP 0i iN T-bn, rf Sardamliuh Oran 3 .Selae7 temple as Cued 111(N) IpOU Na-riduthdia 3 TNS 1a Ek-rikkol Kilt-u. I ear Sca kieguc) r-d 6 TNRSP SI N SA-Iad--i knnSoi 106 7 Ite-ekandm htar aSuer 1 far'I No-e-h- Cmdr." Starch toss9 & EiS far Caeadnr I, lan tas, ['reared he PC( 3 Sa-rd goteaepikckts ofurrul e-gettrirs- t seal pesiple protect stat of religruis -eotment 610%Al m h ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~February 2003 Tamint Nadu Road Secror Pro e,,c Appendices to Enivironmiental Management Plan TNRSP 01 Link Di--- Ln isac Si SI* Name Pdac-age (rem.Read D-rect-o ... Ina Speci Flor 8 1,ptrek' -1 -ih TINIOSP PIrolo Ch-p ogarrrM-,Ac, "I reg--c T-1, o-h IFNROIP PolorCh-ogoorS-h c t-.ro f--cter 01 (N) (Ii 12) 11 () ~ II- 12) , l,rarrooamalai Psa~~~~~~~11f-c I (2 liooooroo cfrirr It, (2 9 Sad.kt-i Stcrd INROSIr TIkirrill-or No, (arc. SodoArt Sac-cd I NRS]1 Ih-ro,,II. N.,lor Gr- a O I(N) repor-dlr -treeOI N reportdl cil (82 - 51) da-e the eight (82 - 8a) d-rio the ,tght Siabli Alb-iramcoS-brls ANri-moo po,pulti~'or R-dit P,ppa--l of R-dd- - -ooo,e (ZO lrdadmeooo mik,okc (200 Ridr da.. coruo- Natamo A) *,NRI Thror ko Nt 1ier-ohOr1-~ Norimo Sri A 'NIlSI' ikraIrlo Nti) aod Stekrto- ii 11) ittitt iliRhi lIar toarue 500 Geti com~OOo Ordi sirroirco, Strachirtot.10.. B,,d, Io (ot 'I -(11 OVert500rko oeo, Bttichiha, crops ~ 0 (N) (-7 - 108) Th,, i-1- t - pott'to-o , Raodta crPs1((N - 1'1,,lr . diao P-,t Petroa-- Itoi rih.crs cd durtog oh-ctd dorig \x'tgh-itneer alp to Oct rihiottotartoOct Alhb-oamroAihiri I oae (dom-nt-eoe) )domnt--etc( M-orav pon-cla-, Mlatra a p-nculat, Kiiohcna Sei TNRSP Tkeco-ka-ilrhi and A-ihi- K-iheck,PloenoNRSP5 OVrt Cmmo lOidt i Zpheoalott l1 oi-oda-,r T-mple 0 1(t) Elovao.toe 501) Weti Commo Be,d, s bt-pko --,ariin Poo-kdoa T-ric 01 Nosl 9hreahovWla C.....r cod, Fiapi-i b-eitton (19 - 20) C-aoio to-culat, (I 20) CI-,ra --aeiat, A-ad-sht,, in,dec, .zad-rchta in.dict, Tan-ttdut, ndi T--rido- odie A-ad--ci ind-a, A-ed-roer indiea, Alhit- se,Albino amar, PagaipttOi Sri Alaya-atae,200PWrt k- Bortooti Cthllhe1 P,gi9,p,,tri S,, Ayp -a 'INRSI' ThoorloSzttmcoo, 12 T-mpl 01 (N) 27)- 20) W~,B . ciaf,o flodhbca1 Temple 01(N) (26, -27)~ ~ Blafhoe itre,,,Ib (26 - 2)1If. d ,(6 2)h.h Phi-ni "It-lerr & pho-nix oesdtetsm & Sp--ir dir -rs iti Spe-o divrti- -i I-oat the na-eVaealh1 Io, as the --rutt INRSP -g-hchalo has hee3Vcp.,Ic-I TNPSI' \rid-kh d- 250h.,litheo b 13 ,d~~~PP-T-PI, -r rohod a 250 Ea.. reoefo 3 eeptTmlea rhnor 5 a I (S) 2) --d Q~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I(S) -( -amre2fo h-mao hehitri- huma hakt..... 14 hla-arthrat (Set TFNRSP olop-ro es Ahoa 20 iet1 4 hlttta Sti TNRSPr ol,opra I \en Abo- 20 t-co hI aneto ott leople) 01 (S) Atr~Ia- Sooth hi aaoaarlT-pIr)( 1(S) Si iohti (20 - 21) (20 -21) Socrsd Picat ~~~~~~~~~~~~~~~~~~~~~~~Sacrd Fua iNOSIr )oratoiiiiidaor icligioct~~~~~~~~~v- a-d eelhiia-c I) ik, Khbkir-m 2ll knah IS i,tmkiritdJo IC,a,),,hhrrir 21 10 Oahioica r- 5. i re 1-2 si0, l() ,,-ts (10 5'Oit lord, (Oh -02) irlil)~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -n ihs S)dg o- 87) tlia O dr i hh,rodg the dnrcth1~g,, S,, I'h,-p,,h-.1- I~~~~~~~~~~~~~~~~~~~~~~~~~~~~c Ihieapa:doa--nm~i,ti Sr NRiepirroPr (c okirde I N' tO 10 Isrople ~~~~~~INO K-be,,ko-ri \\', A S aercd NecotisI 'Icrps - K-bnhihok-- AV~ A Soet.ed N-cors Chiscoraloraro (il(S) 87-018) Ch-1noclcoroI i),) (S7 88) e_cpt fo co-00eepi forAec-ieil 17 Chol0cga,,g IhIO 1 tkoor et. -110 ia id Cholag-aga- I NIRSP -rtokoorlo Sit0() ae ie kiot ogeo (A-e-o LoIs) II (S) Ileohirni the lok ikeL.,) S) K b th e ~ Febctian- 2003 LOOZ -,umq,~ s6611 I-VIIN 'I"PI""D "0J 9 005 [7qOi5V os" sis'05isjqsun> OsSOINI. lu9 mourmo pausD3 - -P"' os p sour s SOON] Iu-ruusouu pus pit StirS urpuo1wO sP - srs) ~~~~~~~~~~~~~~~~~~~~(Oqg u (I) - w Lu (S) l() pp( q_L d-j. p3J3Ur~ ~ ro rssoss ouoL z lwpuo.uusex dO(SNIJsI rddrrdnossoorN 8 P-- I'll -~ ~ ~ ~ ~ ~~~~~o t- t t urrso aaspo p.00000 ssssprutsssrsot'R os50d isOOpO °NS p....5001. iruoboD Opt ssopj dsiO--_t555 p P is N isqutl. LO dSlINj. Ug,ld Ilu.;L2WUuUpZ ulezualtmoll.Sw:[ 01 sD:)Fp 1/"(adp daw-puoHL 9prN Tamil Nadu Road Sector Project Appendices to Environmental Management Plani TNRSP 01 rg-, MAM AAlN/YA A I / 0 VELLORE KCNcIJIPURE - A M tjR S A NT - - _D A MBA r A M j ~~~~~~~~~~IKKADAIEGUR rT. :4 H ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~ A~~~~~D C O B t ©K sap M HAN AT. /LIGHT HOUSE, TYA "AIARNAPATT NIIIDAMBARAM * AGJFI~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~A Sit RAt SARANGAPANIT. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LGED ET .' LI, '- . A jPAN R N I MAT SIA N G O M __ N P_O'ECT_- wOTRIDDn i C.URCH o: . 20 M N COAST I-IET BOU-IP -- OTSTICC.,NAR ToTo OOCSTUU: U'l. IRFSE _,,CADOUOSTCR OUNA 1 1c1i IRF _ R'1 1 1O_ NOACCO'- F3 'L CCO C ,O o.D[S;sI:- c,oco^BI[F HERITAGE SITES - NORTHERN CORRIDOR * DORITACE SITE RELIGIOUS SITES-NORTHERN CORRIDOR _ _ FebotiTOx 20R'. Tamil.PKadu Road Sector Project A-ppecehees to En,siosiimental Ma\nagernenit 'lani TNRS1 01 St ,,n6 k?og 0J66ff' Octsoa- D3es-pto- APPROACH TO MINIMISING /AVOIDING IMPACTS ON CULTURAL RESOURCES toN,tkCooo41 32 0360311 V-o, PoI,,r 01 117 Ocaspi.Io)sa op Impacts on cultural properues are avoided at several locations throughi chianges in the cross section, changes in thef 33 (1161011 Ora ois,r118117711 L. 6?2 Nia--opat Ko., Road Pibya- Nod curve radius The design considered changes oni a case-to-case hasis to have least oinpacr on cultural properties 3-1 03611311 laoKala.b-e 331111 291 I 6 lossLi(a'o_9aasseaa & t'I-a,a I-,,dI However, cultural properties eithier in part or in whole are beinig affected, as changes in design and alignment at such (6 (0311311 Alr- KSalob- 36106 793; 1. 9 K.laoobo- K..sosad o] sections wvere nor feasible The cultural properties affected include small temples and shrines, which are onlY of local 36 '360131 Acoo Kotaobar 36211 2311 It 3 6 Kaasob-r Snak pat significance 33 ((611 (uaKlrbe331131 6 51 KlabrIs onSlc 5N, 311 10366,31 Aris K,I-bosb 367842 431169 R Snitroa lta b - No- ,)K, IMPACTS ON CULTURAL RESOURCES -______A___b _ 7_2_', 15 K"-- -I-. , 39 (1360111 Kla,-b,, F, i,, 15955411111 16 611 K-ffi-epad, So M.,hAso to,recoNo)- I-lod, A total of 188 cultural properties are affected aUl along the upgradaoon cortidors Most of them are shirines and at fews 4,' (3617 K,la-boelFt-i,,d, 3995111931 I-. 46f K-hlasop.d, onsol1aoetdo places tlhev aire associated wvitla a tree Some of the temnple, which is verv close to carniageway, is fulhy impacted Fexv 41 0(36,138K1-1-aob,li, d 4243(11113 R 6 VA-,h,il, NhIl-nal Kao, V-n Krosojio, properties lost thieir boundary wall or some part of it The lists of such properties are given in Trable 3 11.4 43 03111311 Coddsl-sCh-,seo i6508 331 R 11 Ivd Kolsas,-os KoW 43 111611311 Cddalo- CN-i,, 481t3 744 II 619 Bak-apaslslo, N1111 Kd& taooho Table 3.11.4: List of Affected Cultural Properties along Upgradation Corridors in TNRSP 01 44- 0360311 C.ddal-rrChao 490311(061 R 511 ~ q K.b.orpi ahasaaKodttIaa-,Soala 415 0311001 Va-d-s P.ola - R 113 Vroi- ali-r-a lStoa on pedoaIl si ta Lo,k Di,g Side Offse, SD-e,.t ropm,o 46 0311131 Bp-oi ~R,,d - (r-i, 11 Padhapjl,Ma,o ,oa rs Na No Cha,,saor _______________________________ 47 0311i3t 'alas Cheagas, 11236i 1511 t7 338131P ICaiC-gsgo 026o 5noar7 3 ,-i ,S-ki-oSkv,,aVkai.,Ko,t 1 1025036 kiA- V,(Iapo -an It 11 2 tou C -rp -sd Wat ,,f \),h -,,ooihao - __________________ tesoptr 411 038131 'ala- Ch-oga- 023611162 L 11 Kong,, M-go ,iaiei K.l 2 0350536,ril,lps, - L 7 G-apada Nogas, Areat Aooa Stos 49 0311131 Polar Cheogos, 0331141129 L 734 t',ad,-a Ieta llir o 3 0250311 A,-o Vl,llposan 0017t6 416 R 61 l,,, A-as Road {llaa Sns 5(1 0381t31 Pola. Ch,ooga 0(4657 893 R 3 aiokrkto P-io P,fl-oi Ko, 4 0250311~ cA,ctdopsn 003611 9161 R6 6 6 A-,o A-I.- Raid -oNopgal,a11iT-aple St 03131t P.lo, Cherg-o (151607116 I. 7 3 NIGR Nogip. vi:.-,-.., M -2oan,,o K-d 5 035036 la~ot VI]oporin 01(512416 ~L 5 3 A-,t Aria Road Ho.1ods f Bola Sood-r V,aas,a 2 11311131 tao1a Chrag-r 0615-33114 JR 62 Gan-hpasam Ktoasa Ni T-0pl0 53 038131t Pato- Ch-roio 011423 219 R 9 3 Mari K.., Road Oso Oak-i, Ko,d 6 025036 Area ldlo.por-r 00290 54 A,-oAsi- Road CBh Soadir-a..p l'oer1a-uplr 14 0381t31 Palas Ch-ogar 038116253 R 6 Noirharlhora Kad-osag aabsmr o 7 025036 A-rt Vdlapora 11111139119 L 3 Ar-tAria, Road S. Saod-eaV'soarganlrsplr 11 0381t31 P.lo, Ch-oga- 15093 1190 L 6 1 A-aogsrsoogl- PiArar Nod 11 025036 Areas Vdlaporo 01343152 L 73 Ao,.,Aria, Rosd, P-ness Bsg-voilA-naTropl &Haood, 16 11311131 Polar Chen1goo 1517711311 01 3 7 Aaa1sso1oissalv V-yat]- Triple 91 033036 Aro=sVslloparo 017117936 R 6 1RNorar, A..toM- NiaoaniT-apt H.ood & AohD 57 1138131 PaItarCh,ng-o 112110630 01 Thrnsn had-vsrogl-r P-erdhilloto Kal 1ntran- 111 035036 11 A 1IrVlpur-n 019817111(1 R 6 30 11CR Noga,, Ar-s MesrinaT-rPl, Ao-hdt 50 038131 Palo, Chrogia 15430 0011 L 511 Th-aohid-vaoo-1oVos lrPa-dho NhhlaAd--ia, 1 1 035113116 tl,los, 036243574 R6 61 9 Uppopat AsosorTeoplr &. H-lod, & Alsrr 59 038131 PtotosCh-ogis 13380 013 R 12 KNun.thas K.h.-osa Rail, Ha-d, Soslas 132 0311136 Area Vdll.o-aa 043114712 1. 5 15 aS-os V,(aplkkas Neat isosaT-aplr&. t4.nd, 611 038131 P1-olaCheo1a- T18059603 01 13 2 TFhasoapit ooa ot Rood Sh-a 130256136 AIro- \V,]lporan 69914 11 1o-sssrTemple 6, 0311131 'alas Chrogs 12141123511 IL 60 4 dalrd, Soak, p51 14 10251136 Arro VflIopaio- 07696, 394 R 4 1 M1.--ioaopod, P.-ar'as F-nple 62 1135131 Palor Chrssio 31112115311 L 3 2 Nodalad K-ah-adois KW 15 10211136 .1A,00 Vl'llpo-s 021141 234 R 3 4 Nlaa--vapod, Te,-1s071,7splr 63 11311131 P'olor Chr-11oo 212033713 L, 4 2 Nadito,h S-ik psi 16 0135036 Arro Vlosp-saa 011521 056 L 6 5 Tlir-s Otssnnatml Srh&Ild, 1--64 0138131 1'ator Ch-n6a- 320111 261 1R 6 4 ISaga...ed, Shaks K.aio N -od, 1 7 621036 A,r, %I.Pl-oasr 00531 110 R S blo,elooeai-ol 65 1(38131 P.l0t Ch-oga 241 1471 0o1sip-ads P'lAvit KWs I8 631036 A-r,s slpsa 011611556 L- 7 illo-e, Ntasqac 66, 191131 Prb, Ch-op- 2411,3 437 6Z 708- So,ag-ad, ,lnscaaKo, 10((106Ota Vfsap-osoo 11 1231461 lz 4 Ko-,asa NhssR-i Voad l,,assT-ssPlo 01 I load, 67 11311131 1'a,s Ch-g1o 70112') 410 I 9 3 \eh-kosa=ln 211 1(25071, -lec,si ldlopoeasn12561 410 it 6I5 \l,oa1--ea,pa F-oPI, load, ro8 031111 ('alo Ch-a1sa 28301318 11 1 R I Arha-i,s- lra,s,ao1,,, 31 V215036 lsee,s 1 I 5peas36,3 342 8 6,3 Ia.aapdd(peol I osorl (-oad], 69 (1311131 P'lAr hr,e0 31231 '80j 1 6 61 N',saPPa,d. S. Sl,k,h, ,ea N ,K,I 72 1125(1(6 J.,e-tsO ,lpoe-,s (6,3021112 II 45 1 I,-.. lse~ep,kk- N I,,,O I -opIlo 01 (ll 71' 111111ICI er14 Clo...... .171,44 8 'IS Ii 1 1 ('adh,., 10h, K Ie ,la,soo &,, lo-e,eoa.I ,,) 23 ('25.036 A-,e, \ Ifloparas 1(6,132103- IlR 4 0 I ,ea-,sd,, Iar6,s,a , a, I oaePI, 7 1(131131 'alor Clh-60 0,1 ie'1'-loaae lth', a ,vae 24 1125i(6 A-e,t I dllapar,- 111103 11612 1 7 lpP.hpinOoa 72 1(111 ('le Chse6as 411114 Ia,78ibels Ill, Iaoba 21 1J23036 Ae,c,s dIaporas 19962 9110 1 J 52 ('Ie,l60(ag t) ...a,a I load, 73 U311131 P'A,,s Chs-igoa 4537738 R 1 Nh1,ll Ng11o I apore Asd,dia Ns-,so\,al,as 36 11256,36 l-,e, V,lapasa- 26(1(11-" 4,11 48 (els, at, S~, \aaaoaa.h,t-rpk 74 (138131 ('alas Ch-ng-s 41401 3rI, 6 a 11 %l,11ash Nsgas Pnak ps 01 . TO ,,ptaaN-- K,, 27 025(136 (sa2(1apem A792 471 R , (elle l "ps5a I s-ple 75- 038131 '1o(a ~Che-gos 45912 363sls3Iflath Naga, (3m SlIs, Nail Ao-, V Io po~~~~~(01 lonl,llgaRIt,s,a TenPls a I l-a,sd, 76 81131 l',-toCh-og-a 500l( 18'11 UlI lohplemtda-aeaAms o 20 025036 (sA- VI,poss- 221115 115 1R 61I lC7sodlo o1 &-T,0s 3s1so 77 ((30041 7,,ssaaeos rkeolo 1147 Thea-ahor \-saga OlsIga temple 301 6251(3 (eo slpeo 481251), jIl 5 1 N-apss l-b,sbd. Nbn-eoe T-I,1,b 71 1 --(1ts,i,sa-ls l,rkk-1,,,r L'se 5sp6ss lnMs-na-o-T-plr 31 025036 Ir,,'5Iaoie 241 7 249 11 57 1-enbo-da 'los,aI -sple & I-lead, 29 0301lrR 9,el,Tal,-elo j 3 Eldapa-osa hlaosoa se ISIVA ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Febr-ms 2003 T.inl Nade Road Secot. Proiecr Appendices to Emontonmental Management Plait TNRSP 01 Link k 'g Side JL;Stlmn D7e,-p SI"J-1 lInk 3) Side QOffet Settlmen Dete-p-o NI N. LttCh.-g, No No Ch-eagc 80 1039(046 I;vaaaltTnkenln 6~ - eo 128 (1540550 Lombonam--nso - P 6 tnaio he 01 039046 ie;ntaa inS;tltI aatnoTemple 129 0540155 Lambahona ilc-- am; - 5 3 V-mbaen- Shee 82 038046 IFimeac-t-al Ttm-klena-llnt L I Ch-eknl-m 1eol 3a) 054055 huh -eom on;-u L 1 (tiNe Sh-e 83 039046 Fmataoaa tlkall; - L 988 ch-ntnl, ep- 131 05405S Lnmbk,-eeat T-hem, ot- IS 89 Keidevt-l Shone 84 039046 Itmananl; thh;tleL Is I atetllml 132 054055 RKmbakonaI lion;--i R 8 Sokotin Shone 85 039046 ji;Iniaa ilkeln 12 1 ieInrnTemple 133 054055 Knmhbk,acmThim am - IS S 6 Po; ih,ami-kam Shone 85, 099146 Tr-m; Rio ikkeSt- I 4 7 I nc lml 134 J15408 Kcmhakno-m Iom,- am . 8 IlmleAmnaeiShn 43 le39046 T-m aomac T-mkke;I. S;- IS 61 s-a, ran-o PimpPle 135 054030 LohkomTlm m 4 8 TIemna-e Shon 88 ti90146 lietaooitkieli- L 77 c;Nagat. Vacnea Nagat -eple iS6 154053 Kombkhn--m 11neam-- 6 NaltiilSh-ta 89 (13916Pieeiimli tkmie R 18i Rod--mi ape137 0345155 K-ibchoo,ml-miaet - 15 4 5 deilSuc go tlSiaxi4O RPeccat ika ie ItS md T-mple 198 105A050 JRhlinil im 8 1 \Iagapnth-i Sh.., 91 839046 T-eanml T-mkk,-tIeIin R 96 8 lehk-eln;MA Kt,hc Set-e SlNam- a Kai 139 1i541155 KmbAke-ml hima-- - IL 3 8 iel-ckak Snc 82 8398046 tmea--mmle Tilleilti 10 3 5 aLacto Blh--oeha- eAmen Red 140 1054055 Knmhak],am Th-mnm- I - 3 Nach- i Kite,[ Shone 93 01390GM - .] ~jtenmlT,m-k-ntiIut L 123 LnC-o..dhi, D3hapnena Pimple 141 804035S K-bhckooamTtmI-m R- 745 Nlcithhon 94 8381046 T-m-ccAmd T~-k-n-llne R 7 4 In- oppa Nigir Agato- K.oim Ri 142 054005 Kemba,ke.na-T-mam 16 835 lahath Shon 95 839046 T- -1.T k -. L 7 5 T Athipakke Ch-he 143 034008 Re-ba,k-namTlu-m-m R 4 9 Nloonknde Shoot 96 83804 T-mv--mnaaT-mkueneille- L 11 5 'imdh-eeimg-c Temple 144 034055 KaRknmTutene - 1 6 I Se-mkadi Sh-tt 87 84104 T-mkk.ntlA; kon-Rnt SeR 61 Pohaip-t SnM-o Roil 145 8054000 Knmhccokml-Tmr-- - R 4 Seemoo- ndi Sh-n 88 841040 TimbIno.,tAtucontRoad - R 8 8 Anambalua Temple 14.0854050 K-mhelek--mTlNma-mr L 70( Llaimeh-t Shone 89 041040 Tmk--na-ilntAcen R-id - L 5 5 I.,ocn R-oK.i P---ncog Koil 147 1054035 K-mbahekm Tlam--m R 6 Arhakod sh-to 188 841846 T-clkltedlnr Aenem Rnd R1 5 9 Flcemcarherta K.na=o Roil 148 0540581~--~- lPmcoaTh--va L 4 3 Alngpnh-r Slit- 101 841040 T--neoenealTtmkle letlt- R 5 7 1Tmhl-lln Temple 149 0o54055 IKnmhakeoam Thtm-me L 3 7 \V-daeaeeheo Sheen 102 841040 Ti~-iilmAnc ed - 1 5 6 El--ca-a Knia. Sh-o 150 1055000 Th,-eam Bpm- R 15 21 C, R Nigr 183 84104 T-U-dcleoellA-aentRod R1 6 3 Pohaipo- Temple 'mehave) 151 1102000 Ayel-iByp-a L 8 5 K-mptI Ch.,ad A 184 841046 TilkerAccen Read R 8 2 EIcicomn Kota Aeocio Roil 152 183054 iti-klaodnm Seodoro R 7 8 Cholapara Sheer 185 8410406i~-elitAca R-d - R 9 7 Nieple-e Trirple Cit-po-d) Sheer 153 103054 laya-aind-e Sodarn R 1 7 - Shone 106 841840 TtkaadInrAnoin Road R1 5 3 Cherth-ega Temple 154 103034 ceom-knod- Se-dnn; R 57 -Shec- 107 841040 Ttmkko,ItlnA-atRead - R1 14 1 IChere,-thea V-naraga Temple 188 103054 Ia.nm-e-demSedami R 4 5 - Sheer 188 841040 T-mkle-II-aAncr-rRed - L 6 2 Rclhal-n Temple 156 103054 e-nalendina Setdet - R 128 Thath],noeh- Shone 108 0i41046 Accen Road R 0 Oa-dutaapetTimkkee,Il- At-ocean Red 157 803054 aetkerSeod-e - R 705 Vtli-nhakadam Ohe-e 180 841840 T-mkleedIla Ul-ednp-re R 11 0 Pngntpa-t KAliama 82nd H-do 158 103054 -teo.led- St-der- R 8 6 C-ii Rood Shon III 841040 Tim-U-no;le Ul-odpttat~ R 6 6 Oci-th.eopett V-ocenkoTe-PI, 159 1103084 ameilarSeedna 15 4 5 Fl-tpetdal Shon 112 841046 Timl.ke fliac UI-odep-ir R 71 S-rh;;petiV-ni apet Temple 160 11030534takct Se-de- - L 4 l7Im-o-dl Shee 113 841040 TmailieUteepte - it 73 6 hnetht acpni SinM-nie Iempir 61 10Q3034 jjeam-toodie -nodere N 49 imada n 114 841046 T-mk,e-1ll- Uleod-iptra - L 7 4 Sirh-tapeic-\naae Temple 62 103054 ieamkecd-t Seed-ec; L 4 5 lhto-aanda Oboe 115 041046 F-mkke; elI- UlndIepeLt- - I 15 Lo-ha-ar Alie-e Temple 163 1103054 oe, a-k-tdi- Senda- - 0 7 5 Aha-Iae Sii 116 [i 410146 ltkt. IerUnatep6it 9 cajii I-.ana Leil Plai 164 1ei30i4 a;1 -1 akitada- ue-d-,i - 37 -SIhone 117 ii1411i46 T-mkke-eilla ki-ader- etee 6 Pe een mIim ao ci ne.d; 165 03054 I--iik-idie. l edeeti- - L. 35 "I'laimpieli Shoot \2o(410 dhtehA-l aemhcdm7 5 Aa-d;mada Shone 199 1ii1362 Se;nd-; A-eolc j- 6 4 'Iaakoe 127 8054055 -tcohkeia lemtm- 7 I 832 n-iraa;i he 170 10318' Seolean Aet tin R 149 (lr,rtkeehl 173 1154035 Ra cknm ilm-ai -2 Sili-ic Shone 131 193182 Ioe-amkntd-m Setdan- L- liii SlM--d-eiS 134 884058 Let-bek-tta Th-macr -7 G ort-e- Sheu- 172 103182 cytm-k-dete S-tdut- T- R 3 6 P-tp-lpt Sh-,t 125 U054055 Kn-heoam Ilmim 41 Rece;-h- 175 038 e-kcoeande- S-&- R_1 II ponjaceppi tn 126 8846058 Knmakoamomem5-2 Ka.orSlnc 174 1012jitahoaaSeaai 45S Kee-lomaeahn 127 054i055 Kn-ba-ea Ill--mam - oan;Soe175 103102 S-odo-a; \-Snln R 75 7 -iankuleSh HMO ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Febranta 2-003 aImid Nids Road Se&i as' Pisco A ppciidiCcs a' l'se11iron 1NeIt ni .ii,igcimcar PIta I \ Rb' P NI i54 [ list 'ui '~~~~~~~~~~~iixTeiii ii.'cptiiii b~~~~~~~~-Ihe A rchaeologiclI Sorinest orflsrdia p rotec ts [lie monumetn CnT. Somnie ort he stiretches are close to fewi sacred gr oves I n i lOt4 >5. liii' mu~~~~~~~~~~~~~~iist cases a temiple/shrcine is rlue cenitral feature suirrouinded bas number of tarcs The trees at somr plaice,irsr IsMn 17 524.' 'bi sssniipa - I sO i s'i i old and also considered sacred bs thet loral people This stretch is also close to few sacred g,ros-es 17 Sii.[t3iV1 sThsis lIp. -Iu N A CEMENT GUIDELINES OF CULTURAL PROPERTIES S79 it4 iIiJilsnas ps I~ %["l. 8i' 1404 1 iJisu,si is r Guiidelines for Enhancement 151 '54"5 iSidiisslussss Sips-- - i Niuslus i *~~~~~~~~~ I'hic proposed deign astoold prov-ide a soit ltahe paved arcs .iri Uitd ini friont of thec Cul[tUral prop rL\s 'si' S ssut iiiIis- i2 y\wu I - 7SC.Li tg arratageiiaeo r if ret-rired, should lie in corponraed preCferaila l aVtori ti xisctirt g s iqadl trees. the teptc:il s-ti 'i? I lii sssiiimhp, - F JiS i'ais i' re seating dlrawi itigs can he referred Isil'OOiSus111 l-dis-hsisis i1s- tz ta I ss 1 All rthe proposed mnicro arrangemnents ashould he forml a enCi M r leC 1ii iII a-Ctitu t111111Ies dC1go sCIlieIe 5-I3 id W I aSes- . is S p.- ~ -14 I l'rre.aril. Prroper s ignage fuse sif Iazard mairker etC shiould he prosided no has is of tIar Inca ion of thec prcolaert ItIf5ldsi issSp. IM 2 4I tWIslo. Sr sp5i SriI tble maaarertakI requitring rutnimllto/l tnl mainaten ance shauL]d he used H-omaogetiet t in use of maaitertal IS? "ssn sriisri.i ls- I I t lliri ..11{-souldC he preferred along the package Lw a sir" sirts,5i hips- I 25 Iisiiiiianii4iliis [ * [lie loratton should he reviewed from poLiteiteteiveofruserOsafety tiao sAccordinglyrd n cislcra hacbter.errailing/hacard 'i'issiusiis S--is-s ~~~~~~~~~~~ -- - ~~master Zebra crossitng Sltould he proposed if significant people are olaserved to cross the road to use Ilte STUDY MIETHODOLOGY * The enhaincement designs shiould if possible try. to restrict spread to fuiture encroachmaent of the properl Consultiuoun weith the conmmuiitlies and thie various stakeholders InCtLuiCtng the Governmental and Non-governmental twrsierasd o organiztiaonns alonig the project roads has been conductcd as an integral part of the project preparation Further rhie -Proposing an introverted destgta properttes have h een caLegonrisd tnto differentc LApes based oni theac usage. social imnporLatlCe and hiistorical -Buffer of buick lining toweards roadside significance Byk taking into coinsderauion of those s-aloes sonic of die properties hate betia takeni for enhancement -Redirecting the access from side CONSULTATION PROCESS * If the cultural property is in conilunrcton nvith for on edge of a water body. the Linerfere betwieen the steps too stiould be enhanred stich as providing access to the pond from thie temple or a vieswing space/terrace Cotnmunin- consultation se-as undertaken to make explicit the social factors that remain behiind diae importance of ihie and the edge. sire [or thie local people Also it seas earned out to knowe the assoctared social/histonical significance in dascoissions * Tree if proposed should he selected on basis of availabilatv rate of groweth shiade value etc Eucalyptus trees wvith the local communirs- and general obsers-ations of dae sites and structures The Consultation process includes the are not to be proposed, except in weaterlogged areas and at least 5-10 m awvay from road edge socio-cultural analysts aind specifically, addressed issue of hose die cotaamunin ran best get benefit out of it The Ciei o eeto fClua - ~ ~ ~ ~ ~ ~ ~ ~ Ciei frSlcino utrlProperties consultations were held at local (commnunity) lev-el. The objective of thec consultation weas to miunimize the negative rimpacts in the project cornidor and their invohNenaent in dtie enh-ancement process 1hle process further triedi to The critenion fur die selecrnon of stites suittable for enhancement weas based on four factors FPrsde thenr importance identifi, and assess all major economic and sociological characteristics of the village to enable effective planning anld for the local people secondly the religious significance, thirdly., the histonrial importance and fourth1y the scope for implemientation During die process efforts werre miade to ascercuin thie viewvs and preferences of the people The enhancements The importance of the site for the local peo'ple as weell as die historicail significance' seas identified consultation progratia include the fotloseing thirough extensive discussions wsirh die local communin- and general obseruauons of the sires and structures The * Management Conamittee of the Cuiltural Ptoperty scope for enhancemnentc included the possibihtv of sue further improvement. availablbn' of space for enhancements * Priest/ other head of the property- and the likely benefits for the local communinv as tech as char road users Poor couidinion of some hiisto-rical stmuctures * Village Panchaya set as a constraint in selecting sites for enhancement Such sites tough having high histonical values exiast in a vccv bad * Local Voluntary Organisationas phyvsical condltion. Ar such places enhiancement measures have no naeaning wvithouit restoring diie main structure, T'he Questionnaire used for docu[menting the community cons,ultations earned out at the enhancement locautios is whilch is beyond the scope of the enhanicement works presented here MITIGATION / ENHANCEMENT DESIGNS Environmental Enhancenient ha, been teferred to as thie positive actions to be taken up dotinig the aiiplementaiuon of the project for the benefit of thie road u-sers and the commnunities living along the Project Corridor The enhancements should be carried out with the folloseing objectives. * To enhance the appeal and environimental quality of the projeCt corridor to its users * To enhance visual qu.ahitv along the highway-, and * To generate goodswill amongst the local coma-munity toweards the project, by the enhancement of common property resources. Thle northern corridor passes neaLr naian sites of reglgous, historical, and/or cultural sigmificance Gang,aikondacholapuramn is a place of archaeological importanice along thr Jayamrkonidam to Kumbakonami stretch. - P~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ebaruar- 200)3 Tansil Nadu Road Sector l'lo1ect Appenidices to Environmental MIaagement Plan TNRSIP 01 Effect on the property (Probable Loss): Give a brief note QUESTIONNAIRE FOR ENHANCEMENT LOCATIONS Details of the Enhancement Proposed: Give a brnef descripuoo COMMUNITY CONSULTATION GENERAL INFORMATION Space for Photograph of bhe site to be enhanced Approximate age of the Property (Years): Name of the Enhancement Site: ____________ Number of people daily use the structure: Package- Lmik To Any Festival held: Season (Month), Time and Number of people gather Importance of the Festival (if any): Go- ea bnef descrtpuon Chainage. Direcoon/Side. (North/ South/East/West) With Respect to Road Involvement of the Community: Width of available RoW (m) How best the cormumiy wtll get benefit ot of the enhancement (gave a bnef descnpoon) How best the community can manage die propert- aftcr enhancement (give a brief descripoon) \Viddi of the Carriagewvay (m). Distance of the structure from e.xsong centerline of the road (m): - Willingness for Participation: Type of Enhancement Proposed (A) Specific (B) Genenc Wilingness only Willingness + Labour Coninbutnon SPECIFIC INFORMATION WVillingness + Labour +Financsal contribunon Proposed Enhancement materials locally available: Type of Property: (Tick any of the follovwings) Temple OTHER INFORMATION Shrine Pond If in case of water body is present furnish the following details: Combinaton of any of the above said propertes Name of WX/ater Body, Chamage / Distance from CW' / Package/Side of Road Name and Distance of Nearest Settlement, Significance such as frequency of use, local importance etc, Existng Use Name of ehe nearest settlement: e.g. dr n____g/vashmg/etc e.g. dnnlung/wvashing/ etc Whether Water PoDuuon is being caused by acvitues of the settlement Approximate Area (Sq. m.): Details of seasonal fasr/fesuval/congregauon held, if ant Importance of the Structure: (Tick any one of the followings) Proposed enhancement matenals locale available Social Importance Historical Importance QutQalm of Water based on v-isual obsco-anons e.g Presence of algac/color of wvacer etc Rclgious Structure Vacant land availability ott all sides of Pond especilAy, towards roadside Archltectural Importance aPossibilt of Dcvelopmg it as a Rest Arca with/Provision for P'arking Facilty Otliers (Please Specif ) Ownership of the propertv: Community Village Panchavat Trust (HRCE) Pnvate Otlers (Please specify) PFrmat- 2003 Taml Nado Road Seccto Pioject Appcldices to ELstinmeental Management Pltas TNRSP 01 IMPACTS ON CULTURAL PROPERTIES In the religous places like temples mosque, dargah and churchr where large number of people gathers wveekly or Impact on Religious and Historic Sites annually, mll easures arc taken for the safety of the people, as they tend to spill over on road Compounid wall and fencing is suggested as safety measures at such places. The consersanon of stres of cultural, heritage and relgious stgnificance tn Tamtl Nadu depends on visits by pilgrims and tounsts to provtde the necessary funds The upgrading of Corridors wvill be beneficial to consern-anon of the Incing -are se for such sies many histonc and rehglous sites on or near the Corndors by impro-ing accessibihty and therefore the number of encing are proposed for such sites vtlsitors There are many important rehgious and historical centers that are accessible from die project road Approach Construction stage enhancement is proposed at the place wvhere the approach meets the project road The enhancement measures are suggested to emphasize the presence of important such religious or hlstorical place. The measures mclude prox-sion Potenual uinpacts on rehgious and historic sites during the construcuon stage relate to the possiblhs- for phsical of arch or columns cXrlth decoraicsre and proper sogriage These measures are conceed o such a fvh so ap to reflect damage to occur to structures located close to the road w;orks Implementaaion of mingauon measures should ensure the architectural claractenstics and the rchgious or Iistoric significance of die place that no permanent damage ts caused to such structures There are sites along the project corridor, which have hlugh hlistorical sigiiificance, but are neglected The lack of Operation stage awareness among the people and neghgence on the part of authonues is evident form the very state of these sauctures. Enhancement measures for these sites are proposed In such a wvay as to increase pubhc awareness, which In the longer term, the consrucuon of the ten bypasses along the Northern Cornidor xsill make a direct contribunon mav i tim lead to conservanon of these stuctures, by the concemed authonues. to the conserrauon of monuments in congested toxvns such as Ttruvannamala, Chidambaram etc bv removing a lot of the through uraffic I~~~~~~~~~~~~~~~~~~~he sites having good scenuc beauty and ample space for parking and sittung are concelrved as potential stopoi-ers. of the through traffic Shading and pleasant views are considered important in such places. The presence of pond near stopover is Impact on Sacred Graves considered preferable as lit not only gives a pleasant -iexv but also provides refreshmg cool breeze. The incidental spaces resulting by the realignment of the road is proposed to be developed as landscaped green areas to improve the The signifleance of these sites in religious, aestheuc as well as ecological terms has been taken nto account m the visual quality of the road Tree plantanons are suggested only at those places where the local people are vwlling to take design of the road upgrade The Sadakatt sacred grove (Kn-i 11 0-12 0) along Ttruvannamalai TLrukkovilur road sill care of the trees, as maintenance of trees is a major issue. get paruallh affected due to the proposed road upgrade. The sacred puththu (termite mount), vorshipped bv the local Enhancements Considered under TNRSP people, located off the shoulder of the road needs to be removed No other significant impact is expected on the sacred groves due to the road widening activines. The hst of enhancement sites selected undet r TNRSP 01 is presented in Table 3.11.5. A total of 44 sites were selected MITIGATION MEASURES/ENHANCEMENT FOR CULTURAL PROPERTIES for which specific enhancements designs have been prepared and 23 of these sites he along TNRSP 01. Apart from these 9 genenc designs wvere also prepared. The Table also shows the importance of each site wvhich is either social The sites identfied as suitable for enhancements along the TNRSP corndors can be classified into three broad (mcluding relgious importance) or histonc or both. categones on the basis of values attached with them. These include the cultural sites having only rehglous value, those having both the relgious as well as histoncal value and those having only histoncal values. Of the above-mentioned Tipical enhancements details tlree categornes the second one has been given pnme importance in the enhancement proposals Chazn lank/Barbed WVire Fenano (Drassving No. 2002/73121/Env/0l /54) Design Concepts - Overview Chain ink fencing can be used near constructnon camps or aat any other locanon wvhere a physical barrier is to be The concept for enhancements is based on the suggesuons given by the people Extensive community consultations provrided maintaining the vi-sual Link svere carned out on each of the enhancement sites The informanon gadtered included the age of the structure, Importance for the local people, reigious significance, historncal importance, the size of the populauon using it, Can-pind Pd// (Drassmg No 2002/73121/Bnv/01/;4) suggestions for enhancements, Nvillingress of people to parncipate, etc The site observation also prov-ided vital inputs in concept formulauon It proovided the gencral tnformauon about the condinon of the main structure and the Tsvo tpeta of compound wrals are dessined, l e for mosque, for temple Further both the compound psaIls see differ surroutsdmng, -istibuis- of the enhancement site from die project road, the sccnic beautv of the sLte as well as the surroulnding arcl etc su n ss eNo 2002/73121/Env/01/55) In case relhgious places, tIse enhancements are suggested on the basis of the usage For example pa-ing is suggested around the temple in nsist of the cises as people move around the temple. This ritual knosvn as pradaksbtca is a depend tpe design tlel and sed common pracuce in most of [he temples in Tamil Nadu. Simularly in mosques pavitig is proposed in front side swhee dpen upon the design theme proposed people prav oni Frnda s people-pray on Fridays Sieager (Drawing No. 2002/73121 /Env/01 /54) The type of paving proposed varies at different places within a site according to the use of spaces and theLr relative Te enhancement sites as sel as other important and significant site along die project corodor should be provided importance. For example the paving proposed in flont of temple is different than Lhat for approach pavement, svhich weith a proper sigiiage is agn different from the paving for praaakfhzna. Such hierarchy in the paving pattern is maintained In all the enhancement proposals Febru:ir 2003 (~~~~~~~'i) , - - - ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-D -- f or p p'q'r -1 LIu'/60d-?zvr 1ssa8u1zL00 Tu9 7 (~~~~~) It - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~ 99/I'II/-""I/18198/8608 to~~~~~~~~~~~~~~~~~~~~3..,Iu.1- -, t1,1-FlIZ :LZOZ z L j - -fII~~ i0/l-F/1818L/8998 98 - - - - - - - p.fod vt nb-op, 8/"9/88/01 68 L -jdw-_- -.-w-,4 L -d ", p'~ K1/I0/-q9/l819L/Z08 18z - - - - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ""'tS '11 ~~~~~~~~~~~~~L ~~~~~dr~~~~1 L8II0/~~~~~~~~~~~u9t/I8I'8LI8-9S& LO[,dY LZl01- IZ L/ WZ L 8 - -- -- 2 -lduID Ild-j_ IU--V SIjII/-3IIOI L/ZOOZ 98 Ds,ou) P - od V 099/10/ -"'3/181 9/8908 s o9oH t9U090D ~~~['99I 9 8/,11 0119 dS6IN] "-,j_0q-t1N 91 9U9t0 1,q- -'IIp,nq6 t'/ iOIul/ L Ii/ IS 0 f"9)t 199] '2 Ir-s0 - -9iqS. '" 9 9/Il WI) dS6,IIK.I '"'9q"N l poMr .-o,o-, -1 -0 1 - I9N~ t/I/10,/1-I8IS8/89 6 "'.-Ij E 9 IO dSlINA~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IIIl/"-/118808 9 9O9<~~~~~~~J] - -1291111 'P~~~~~~~~~~~~~~~~19d 8 9 C/,6 N) (-,l a Ii I 9 1o9o1.,dojooo "['"/9- '""'II 9 9-'~'-'iZ - /91 ((IS ~I/9N '"1"'''\ "' ~99)~to090I w91-1,"d 'I's'-"'I 9(1/16/'T'Li I 90 '"" -""I'D 6I -'1 " '41-' SZ s[o m\ T6 IC E I '9'v~9Ul LII /]/awz811 91 .......' ''- 1 -1-191-I o'iI6 C/LI N)1)9 19 -p-\' 9<'Id-'.-9" ld- I i 9I I I /I/ IL'JI~I 88 L/8 IOIZ "''-'-29 '"""II '9!'''' 9 - j ~~~~~~~~~~~~~~99.9L[I9L''I 9" 'I C 12911', 1/11291 1 ''T( LI ~l II~ d., 9 /1I9/I-',''" 1:1L: 00 _________________ F i''- - '''''''19 II'"'- I 9~~~~~~~~~999) ''I'll I 1I'1 (\ii'i'9\i '9fl\;,*''9 91 I'\''I0PIl,j-¸-9''[J-,j d, / WIN 'IIE__ LID_O 10 d 591 '~J ''''Id ,,P 9 i,9Vl1 I I'-d 9VltO9, t1''J 01 ozI It IdI 9I I I I/[ 0199 LID~ "PZ 6 Taraul Nadu Road Secror Praoecr Appendices to Eil-iroiamental tmlanacemenr Pla r TNRSP 01 Preparation ofBills of Quantities For each of the detailed enhancement design and the o-pical designs the quanruues shall be calculated for even item proposed Implementation plan The R&tcSR pohies and tihc einritilcimeiot provision> foL fNRSI' suggest rcelocauon of cultural properues impacted doLe to the prrilect All such propetic siill be replaced at the cor of rhe proiectr lhie sitc for relocating these assets iL ist -ill lie in consuitaitation h WI thL affected people aho are potential risers. bh thc impleien ritinig NGOs All sLIch properues need to be relicated before the coamcicenrenit of rcI cvl construetion stIorks A timiletable for relocanron of cultural properues has hecmi provided iii thc implemientauon schedule of the RAPU The proecCt authorities -ill be respoioilbic for conlstrucung all srch affected assets atid after construcUoi those still be handed oser ro the concerned agencies / departmenirs for maiaternance The PIU has built ti certalit organizanional and insotiuonal cipacit-, by the creation of a Social Dev-elopmnent Ullit (SDU) ro enisure effecu-e 1i1plemeletnaun of RAP' Monitoring invroh-es periodic chiecking to ascertain whether acuvines of implementauon are raking place according to the plan and as per the schedUle Monitoring stil cover phlsical and finanicial componients It prosvides the feedback necessary for project management to keep the programmes on scheduIle Evaluanon is essennalrl a summing up leading to project assessment of whecher the implementation acoivites acrualh'r achieved die inteided aims The implementaton of the enhancement designs -ill bc the responsibihat of the contractor unider the supervision of the Engineer The formal arrangements for mainteiance during the post construcuon stage rill be finahised in consultauon witda the comia-uninies The modalues wedl be subsequently worked out by the PIU in consonance with the communiues dunng the detaided communir- consultanons that are to be carried out for relocaung the affected cultural properties It is also proposed that the PIU will visit each of the enhancemenit locauons during the implementacon stage to determine the efficacy of the enhancements carried out and the communinr uulisauon of such areas. Februan 2003 IMP T.tisnl Nadri Road S-c o, [wctiss \apenidiccs ro Ln-iirnin-it:il iMiistgrc:ner Pi,nt NIN 1 III Appendix 3.12: Landscaping Strategy for TNRSP 01 (V,) PLANTA TIONS A TJUNCTIONS & INTERSECTIONS No trees are to be plantted tip to SOm before the intersectioins so as to achieve cleair sight. diSLAtnCeS Ior MnterseCtuons The follmss-ng imiprov-ement, its roadside lan1dSCape are SLu1gCeSted as part of clhe project huCLsl epate tI3 / sprdedsg hw n h iue65Bttdd spisroi-dafs[cih r -planted H-eight o sf thecse shirubs sliould be SuICla that thev do itot obstMiCuctbte stew of traffic coniniig fromn rhe * Avenue plarititionun (A I)n g Lipgradatrion Curridorsnaill1 B spas5,:s) interseccing road TEhe plants reconiticoieded for tintersecuonis are Ce/sr/sssisis 5/senve -dwlirbinnumsiw Bssoiva/i: [llie * BLuffier p lanistAIOnS a loti, Corest S tretClaes iritersecutons where lands,caping is proposed is presented in Table 3 12 2 The supeo-isioti coiissiltant shiall ascertain avaitabtitte of space ini tlse Unttenois mientioned bclosv ata patisron sIsall be cloisc In the available spaee iia * Trece plIaisrations Withi its th forest areas landseape design Of theC 1uCisOons is presenited its the Figure 3 12 2 * Plait Itaion at: etiltinccnse istsies, Table 3-12-2: junctions for Landscaping * LIsis daCapitag It~ cLtnr [loin-as iiid inersectioii S N STRETCH CH-AINAGE JUNCTION TY PEJ- SIDE (I) A VENUE PLANTA TIONS a isi. isi/ ~ 'Alse roadside lanadacaping SLita-ctcd aims at not otale pros-tding shade but also unprovinag t(iea~eStleuec qUallnuf tie 3 In- i/8 Rist/ road Avenue pliantonots are suggestedl all alotig thie rural stretc hes of thie upgradacion roads A concept laiss beeti [ --i 1ii-iStatT u evolved so as to maintain visunl chsaracerestsics atid utistormin in termis of landscape alotig she stretcls Tiptcal - Ii i F-ii 4/it8 latndscape designs that ire asiggested For TNRSP5 01 are presented to Figure 3 12 1[ Sttisisi1IIi (11) BUFFER PLANTATIONS ALONG FOREST STRETCHES A AlAet I cs 5/5 R)S 9 i s ti is 6/9 L _ _ _ _ _ _ _ _ _ _ _ The Northern corridor passes close to resers-ed forest areas at 8 locauotas (Refer Table 3 12 1). At these locaEionas. to Iii 7iss tt /9 prevent catdle from encroachintg onto thse forest land a vegetatrt,e barrier has been proposed Planting will be dune [9tjts_sSatI i/itILf wvithin the ROW\ The species that ace thorns-, non-palatable and not of timber v-aluie have beets suiggested These 2 Siti is ai include Plarkensonna au/ama (xercphastic adaptation) atnd rig teej shlcl b;r)el 7m._ /-j whe rnodrl(-e i(rown -l~l)rv ine 2 pei e, ( ~ )o be vciie (.fer ever '5 T0m )[ 1 ( cl) S C) lr) irkalib o, 8sl 8 kn 88 respoaisibihv of nsa.itigv O t :1ttd miattintinititg each nursec h Ibis saie itplecrnration mcchatiiin st-ill also be ti ad ~~~~79.0 kin 79.5 kin rccpolislilc for tisplelitcril ring iliis progratttme of additionial planunig alitng rhIc blapassex titati 200 I ..a .a...iieala i ls 9 kiti 12 itlttiftafiss tl C 111109 (e) If t-k Si/edlcn/ .\irii e\at 246 knn c9ititittiotr 24 6 \iaei brpa~~~~~~~~~~~~. ~094 kn5 33 ,iddltarals :ne - 1 t .art- ki,,ndat 90.1l O4 km 904 The schedLile of storking for tree planing programne has bcet prepared tn tandem stith the eiigiltcering prograisa me n riddha-chala- bipa-. 9 2 kin 92 for widening of roads in SiNRSP The etgineernog programme vill be carried out iti a sitigle contract package Kumkakititt- I I3atiii 933 ki 35i (comprising of three section,) aloag the Northern Corridor (TNRSP 01) The sections are described tn Table 3 12 5 e Ir.. i kr 1 5 T=ta 116.4 kom 116.4 kin Table 3.12.5: Sections for Tree Plantation _______2007_______ Janstan- 2007 J- uac2 2008 Citridrr t -I - rCi-, ti . orngam - Pai.nr 491 km 18 tatilis afttiC -Uac to 15 0 301 t¸-tsh-niitCiti-- -5 Si- ItWa." (tida,rbamran bi-past 169 km camie 16 9 ta.ukk-iildt - Ut-od--p,rsi Atitlur-Ja-a.ikondas 43 6 km 15 0 286 I.i -ok-oada- - Kbt-ht--tn, An--doe b,pasr 76 km - 7 6 S 11 I',lot- tI'ru-av rtsmalai . ,113.2l k iola- hipa>z. . 113.2 kon -trut senoamlat - -t rakknt ilut To tal 1 itakkai 1s bip-s. Total Leng ig 397.9 kmn 397.9 km uK-obamk- B) p-s Sitkaziti Bapass s Ill ru -a aantiatl by pas. (e) Nurme Plan Sca-t - poet r bddp raasa tk Species for the landscaping shal be raised in 3 nursertes. Nuonber of saphngs to be raised is planned such that the 5enddltaetalam b[pts,s saphngs are I 5 to 2 s-ears old at trIe tme of plantation A replacement casoalrt- of 10% is considered for estimating Kcotbak,,oirttnim - ik the number of saphlngs to be raised. The nurseries shal be mantalned b- forest xving of PIU headed bm the ACF as sct rue lu BYp ,ss b Is TE r6t5gaa- r;t. -~ per the tnstituuonal mechanism suggested. The number of shrubs to be raised for planung at intersecuons sha'l be Os posd Imb.lrlm e pa > vworked out at the ume of implementauon and provisions shall be made accordangl- Nurserv stock ts worked out for .,is.-g ato neoiiant amthe project and presented in the Table 3 12 7 belowv The actual tree planrauon prograimtme %sill start a rear after the commencemeiit of construction in a particular stretch. Nurser- stock planted duritig the second year swill be nmantatited in the tlsred year and handed over to the Highsvays Department at the beginning of thc fotirth yrar Nurseo- stock for second 1-ear plantng swill be raised in the First sear The schedule of svorking for avcriuc plantation in roncuLrreisce sitlsi etigineenng programme is tndicated in Table 3 12.6 Table 3.12.6: Schedule of working for Avenue Plantation for TNRSP 01 Sect-o,s & Locations LengthiKm m f ging I Perod for completon of Possio fSte panting works it it a 2005 Jai-an 2006 -20 6 km \A iih ,r --, iz 1460 14 7 'PimukkortVi - Utid,rp1iiai. 287 km20 0 19 7 Javankoodan, - K-mb.kiiiiana. 39; km 0 Februora- 2003 T.mul Nadu (-d SccrntProica P AppenTdices to ELt-ronmtcival 01ierr;emenr Plin TN\RSP 1 Table 3.12.7 Year Wise Nursery Stock to be Raised POLUR NURSERY, TI RUKKOVILUR RANGE, TNRSPOI - SECTION I S.No D ETAI LS 2003-04 2004-05 2005-06 2006-07 |2007-08 2008-09 (I) RIisinig lisirsei hrock It-- intnic pIhtirioro ta rithe reids to be 4604 134 3688 191iI) _~~~~~~~~~~~~~~~40 274llze 3655 19111) -j.l (u) II)" , rl casi Ilin reIlaCe I i-e1iCt icut Ir eIt vc 460 23- | 36) 136 | .NLIll'er Co, 211", -u.id.nr- ep1hI,Qu,,r d,i,,,,F Fu,i 1iCaz)') 474 -38 38( ,Nuieeet for 11",, ca,sJtir itepl:ccireurt durIng secotnd tYean - | 38' - Nut-co fot Ill" c:ea itirt replaccitteirt durig accovid 'irno { - - 3 369 [90 _ nalullu.Ii lce 4 RIttmg shr-ub C.), tutrs *rr plAntungzt "-r " ''neld '"N' _titctons. Willl be decided f1er seetang rhre nl cr requited [ised SLze 16 , 30 or ntent vttlltihn- t Raisitng rhiotir spectes foi buitter plattiug, Size 16 x 30 1200 - 601)() srze 16 30 3120090 ]F - 60ni - - -TOTAL size 30 6 4 3064 3531 49'1 3065 749 190 sie16 x: ~30 1200~0 ~ 6nnn TIRUKKOVILUR NURSERY. TIRUKKOVILUR RANGE TNRSPO0 - SECTION If I (I) Raismng nursen stock for avensue plaiting In rtie roads to be 1450 2314 7290 6084 - weidened in current reacr (u) 10% for casuahtl- replaceinent in current i-ear 145 231 729 608 2 Nursen- for 20% castl.drt replacement dumng First Year - 290 462 1458 1216 maunterrance Nursen- for 10%. casualiht replacement durmg second er |45 234 729 0 maIntenance 14ae234_9_60 4 Raising shruhs for Junction planting at "T' and "X3 Junctions, \Will be decided after seeng the number reqeured based Stze 16 a 30 on area as-albiltir 5 Raising throns species for btiffer planting. Size 16 x 30 3000 10800 3600 TOTAL sze 30 a 4 1595 2835 8626 8381 1945 600 size 16 x 30 - 3000 10800 3600 JAYAMKONDAM NURSERY, TIRUKKOVILUR RANGE TNRSPOI - SECTION III t 1) Raising tiursen- stock for avenue planting at the roads to be 1560 4618 733 |3176 - | _ widened m current i-ear (a_ () 10% for casuabr- replacetment n curreltr rear 156 462 73 318 - | Nursen for 20°u caswteit replacemenit dunng First YSear 312 924 146 636 maintenance Nursen- foi 101~ casutthti replcterncant dutrinag second Year 1- 6 7 1 matateniriace 5 62 7 1 4 Railsing shrubs £ot _ttnctit0i planting at "I' aisd "X" Jincrions| \Vill be decicled after seeig thie isuttber reqtaired biased Size 16 x 30 on irci avatlbdlatv 5 Raising thronti species for btufter planting, Size 16 x 30 4500 TOTAL size 30 a 4 1595 8235 8626 8361 1945 608 size 16 x 30 4500 _ - - - - - Februan 2003 Table 3.12.8: Trce Plantation Details . ~~~~~~~Chainage. Road Chainage To Length (M) Type of Type of Side of Road From To Legh() Section Planting Left Right Arcot to Arani 500 600 100 Urban Sin Ia Row Left Right 1000 1100 100 Urban Single Row Left Right 1600 1700 100 Rural Multiple Row Left 3200 3300 100 Village Single Row Left Right 3900 4000 100 Rural Multiple Row _ Right 4900 5000 100 Rural Multiple Row Left 5400 5500 100 Rural Multiple Row Right 6300 6400 100 Rural Multiple Row Right 7000 7100 100 Rural Multiple Row Left _ 7300 7400 100 Rural Multiple Row RLght 8200 8300 100 VRilage Slngle Row Left Right 9100 9200 100 Village Single Row Left Right 9500 9600 100 Rural Multple Row 10000 10100 100 Village Single Row Left 11400 11500 100 Rural Multiple Row Left 12400 12500 100 Rural Multiple Row Left 13500 13600 100 Rural Multiple Row Right 14200 14300 100 Village Single Row Left Right 14600 14700 100 Village Single Row Left Right 15200 15300 100 Rural Multiple Row Right 16400 16500 100 Village Single Row Left Right 16800 16900 100 Rural Multiple Row Left 17500 17600 100 Rural Multiple Row Right 18400 18500 100 Rural Mulle Row Right 19800 19900 100 Rural Multiple Row Left 20700 20800 100 Village Single Row Left Right 21400 21500 100 Rural Multiple Row Left 22100 22200 100 Rural Multiple Row Left Right 22900 23000 100 Rural Multiple Row Left 23600 23700 100 Rural MuIple Row Left 23900 24000 100 Rural Multiple Row Right 25300 25400 100 Village Sngle Row Left Right Arani to Polur 30300 30400 100 Rural Multiple Row Left 31500 31600 100 Rural Multiple Row Right 32300 32400 100 Rural Multiple Row Left 32800 32900 100 Rural Multiple Row Right 33300 33400 100 Rural Multiple Row Left 34300 34400 100 Rural Multiple Row Right 34800 34900 100 Village Single Row Left Right 35400 35500 100 Rural Multiple Row_ Right 36600 36700 100 Village Single Row Left Right 37100 37200 100 Village Single Row Left Right 37700 37800 100 Rural __ Multple Row Left 38500 38600 100 Rural Multiple Row Left 39900 40000 100 Village Single Row Left Right 40600 40700 100 Rural Multiple Row Left 41300 41400 100 Rural Multple Row Right 42200 42300 100 Rural Multiple Row Right 42900 43000 100 Rural Multiple Row Left 44500 44600 100 Rural Multiple Row Left 45200 45300 100 Rural Multiple Row Right 46000 46100 100 Rural Multple Row Left 46700 46800 100 Rural Multiple Row Left 47300 47400 100 Rural Multiple Row Right 47800 47900 100 Rural Multple Row Left 48500 48600 100 Rural MLIltiple Row Left 49600 49700 100 Rural Multiple Row Right 50200 50300 100 Rural Multiple Row ___Right 50800 50900 100 Rural Multiple Row Right 51600 51700 100 __Rural Muliple Row Left 52400 52500 100 Vilage Single Row Left _Rght 52900 53000 100 Village Single Row Left Right Chengam to Polur 700 900 200 Rural Multiple Row Left Right 1200 1400 200 Rural Multiple Row Left Right 1700 2100 400 Vilage Single Row Left 2900 3300 400 Vilage Single Row Left Right Feihiauiy 20)03 I <,,l Id, K-, l , -S r- 1'I, 1--t App 1 d, ctz l' I It,"I i Al, Il .tl hI LI, la" Ill ..I P,,, TN Wls 1 F able 3.1 2.9: TIr-ee llantation )Details Road Chainage ~~~~~~~~~~Type of Type of Side of Road From To Length (M) Section Planting - __________ ________ ____________ ____________ Left R ight Arcot to Arani _ 500 600 100 Urban -Single Row _ Left Right 1000 | 1100 100 Urban Single Row Left Right 1600 1700 100 Rural IM4ultiple Row Left 3200 3300 100 Village Single Row __Lefi Right 3900 4000 100 Rural Multiple Row Right 4900 5000 100 Rural Multiple Row Left 5400 5500 100 Rural _Multiple Row Right 6300 6400 1 00 Rural Multiple Row Right 7000 7100 100 Rural Muitiple Row Left 7300 7400 t0o Rural MUltIPle Row Right 8200 8300 100 Vidlage Single Row Left Right 9100 9200 100 Vila e Single Row Left Right 9500 9600 100 Rural Mulitiple Row Right _ 10000 10100 100 Village Single Row Left 11400 11500 100 Rural Mtilliple Row Left 12400 12500 100 RLiral Multiple Row - Left 13500 13600 100 Rural Multiple Row Right 14200 14300 100 VSilage Single Row Left Right 14600 14700 100 Village Stigle Row Left Right 15200 15300 100 RLural Multiple Row _ _ Right 16400 16500 100 Village Single Row Left Right 16800 16900 100 Rural _Multiple Row Left 17500 17600 100 Rural Multiple Row Right 18400 18500 100 Rural Multiple Row Right 19800 19900 100 Rural _ Multiple Row Left 20700 20800 100 Village Singie Row Left Right 21400 21500 100 Rural _ MultiRleRow_ Left 22100 22200 100 Rural Mtiltiple Row Left Right 22900 23000 100 Rural |Multiple Row Left 23600 23700 100 Rural Multiple Row Left 23900 24000 100 Rural Multiple Row Right _ _______________ 25300 25400 100 Village | Single Row Left Right Arani to Polur 30300 30400 100 Rural _ Muip e lRow Left 31500 31600 100 Ruial Multip e Row Right 32300 32400 100 Rural Multiple Row Left 32800 32900 100 Rural --Multiple Row Right 33300 33400 1 00 Rural Multiple Row Left 34300 34400 100 Rural Multpl0e Row Right 34800 34900 100 Village Single Row Left Right 35400 35500 100 Rural Multiple Row | Right 36600 36700 100 Village SIngle Row RLeft Rght 37100 37200 100 Village _ Single Row Left Right 37700 37800 100 Rural Multiple Row Left 38500 38600 _ tO0 Rural | Multiple Row Left 39900 40000 100 Vilage | Single Row_ Left Right 40600 40700 100 Rural MLiltiple Row Left 41300 41400 100 Rural Multiple Row _ Right i 42200 42300 100 -Rural Multiple Row Right 42900 43000 100 Rural | Multiple Row Left 44500 44600 100 Rural - Multiple Row Left _ 45200 45300 100 Rural Multiple Row Right - 46000 46100 100 Rural | Multiple Row | Left | 46700 46800 100 Rural Multiple Row Left- 47300 47400 100 Rural Multiple Row Rilhit 47800 47900 100 Rural Multiple Row Left 48500 48600 100 Rural | Multiple Row Left 49600 49700 100 Rural - Multiple Row Right 50200 50300 100 Rural Multiple Row | Right 50800 50900 100 Rural - Multiple Row Right 51600 51700 | 100 Rural - Multiple Row Left _ 52400 52500 100 Village | Single Row Left Rightl | __________________________________________ 52900 53000 100 Village S|igle Row - Left - Right Chengam to Polur 700 900 200 RLiral Multiple Row Left Rethit 1200 _ 1400 200 Rural - Muitiple Row Left Right 1700 2100- 400 Village Siogle Row Left ___ _ _ _ _ _ _ 2900 3300 400 Village_| Single Row Left Right__ lChi LLii y 211113 \.ilI t(c,.Id S ....... ,.t( lI :P-1, %LLhlic, Ic I:iiv BC ln1n.,I'il ii g icrii111,, I'N1t1 (I1 Chainage Type of Type of Side of Road Road From To Length (M) Section Planting Left Right 3700 4300 600 Rtiral Multiple Row Left Rjght 5200 5700 500 Rural iMuliple Row Left Rliht 5800 6100 300 Rural Multiple Row Left 6300 6500 200 Rural Multiple Row Left Right 7000 7200 200 Rural MultiVe Row Left RLht 7400 7700 300 Vilta e Single Row Left Right 8200 9200 1000 Village - Single Row Right 9800 10000 _ 200 Vldlage ___Single Row Left , jht 10300 10400 100 Rural - Multiple Row Left Right 10700 11000 300 Rural Multiple Row Left Rlc 11900 12000 100 Village - Single Row Right 12100 12600 500 Village Singie Row Rightt 13800 14300 500 Rural Multiple Row Left R lht 14800 14900 100 RLural M lLtiple Row Left Right 15300 15500 200 Village Sngle Row Left t Rght 16000 16400 400 Rural Multiple Row Left 17000 17300 300 Rural Multiple Row Left 17000 18200 300 Ruiral Multiple Row Left Right 20200 20500 300 Village Single Row Left Right 22700 22800 100 RLiral Multiple Row Left Right 23300 23600 300 __Rural Multiple Row Left R, i h 24000 24400 400 Rural MultipIn Row Left Right 24700 24900 200 Rural Multiple Row Left Right 25700 25900 200 Vila a Single Row Left Right 26000 26100 100 Village Single Row Left Right 26500 26700 200 Village Single Row Left Ri_ht 27900 28200 300 RLural Multiple Row Left Right 28400 28800 400 Rural Multiple Row Left Rilgit 30000 30300 300 Rural Muitiple Row Left Right 30500 30700 200 Rural Multiple Row Left Right 30800 31200 400 Village Single Row Left Rig[t 31400 31700 300 Rural MulttpeRow Left Right 32100 32500 400 Rural Multiple Row Left Right 32800 33300 500 Rural Multiple Row Left Right 33800 35100 1300 Rural MLiltiple Row Left Right 35400 35700 300 Village Singl Row Left 36600 36700 100 Vilage Single Row Left 37400 37600 200 | Rural Multiple Row Left 38200 38400 200 | Rural Miltiple Row Left Right 38600 38900 300 Rural Multiple Row Left Right 39700 40000 300 Rural Multiple Row Left Rlght 40400 40500 100 | Vilage Sifgle Row Left 41200 41400 200 Rural tMultiple Row Left Right 42000 42300 300 | Rural Multiple Row Left Right 42600 _43000 400 Rural _ Mltiple Row Left Right 43900 44200 300 Rural Multiple Row Left Right 44500 44800 300 Rural Multiple Row Left Right | 45000 45300 300 Village Single Row Left Right Polur to Tirunvannamalal 56300 56400 100 Rural Multiple Row |Rit 57000 57100 100 Rural | Multiple Row Left _______ 58200 58300 100 Rural Multiple Row Left 59500 59600 100 Rural Multiple Row . .Right 595600 595700 100 yVlta g e Sigle Row Left Right 60100 60200 100 Rural Multiple Row g 60700 60800_| 100 Rural Multile Row Left 61400 61600 200 _Vilaca Single Row __Left Right 62000 62100 100 Rural Multiple Row Right 63000 63100 S l Vlilae 5il9e Row Left Rlght 63300 63400 100 _ Village - Single Row Left 63600 63700 100 Village Single Row Right 64900 65000 100 Rural Multiple Row Left 67800 68000 100 Rural - Multiple Row Left 68400 68500 200 Rural - Multiple Row Right 69400 69500 100 Ruial Mutltiple Row | Right 70100 _ 70200 100 Rural |Mul]tiple Row Left 70700 70800 100 Rural Multiple Row Left _ 70800 70900 100 Village Single Row Left Right 1chi lluLy 201113 _ _* I i 11\11 t )tIi -)i"t I Iz - AII 1r i lii i C11,, I (NRSI' tl Chainage Road Chainage Length (M) Type of Type of Side of Road From To Section Planting __ ___ |___ _ Left Right 71300 71500 200 Village MUlIRle Row Left R_ght 72300 72400 100-__ Rural |Multipit Row |Right| 72900 73000 100 Rural Multiple Row Left 74600 74700 100 Rural Multiple Row Left 75300 75400 100 Rural Multi le Row L ________ 75700 75800 100 RUral Multiple Row Left 76400 76700 300 Villa e Single Row Left Right 77100 77200 D100 Vilage Sinile Row Left Right 77900 78000 100 Rural M1ultijie Row Riglht 78500 78600 _ 100 RRural Muhltiple Row Left 79600 79700 100 Rural Multiple Row Left 79900 80000 100 Rural Multiple Row Left 80600 80700 100 Rural Multiple Row Right | 81500 81600 100 Rural Multiple Row Rght 82400 82500 100 Rural Multiple Row Left 83000 83100 100 RLiral Multiple IRow Right 83700 83800 100 -Rural Multiple Row Left_ _ . _______________________________________ 84400 84500 100 Rural MLiluple Row ight Tirunvannamalai to Tirukkovilur _ 86800 8700 200 Rural Multiple Row Left 87500 87600 100 Rural Single Row Left Right 88400 88500 100 Rural Mulptile Row Left 89400 89500 100 Ruiral Multiple [Row Left 90000 90200 200 Rural_ Multiple Row Right 90400 90500 100 Rural Sigle Row Left Right 91300 91400 _ 100 Rural Multiple Row Right 02000 92100 100 Rural Single Row Left F Right 92300 92400_ 100 Rural Multiple Row _ Right 92700 92850 _ 150 Rural Multiple Row Left 93200 93350 150 RuLral _ Single Row Left Ri hI 94000 94200 200 Rural Multiple Row Riglt 94900 95000 100 Rural Multiple Row Left 95500 95600 100 Rural_ MUltiple Row Left 96100 96200 100 RLural Multiple Row 'ht 96600 96700 100 Rural MNtlple Row Left 96900 97000 100 Rural Single Row Left Right 97700 97900 200 Rural Multiple Row Left _ 98400 98500 100 RLural Multiple Row Left 99200 99300 100 RLural Single Row Left Right 100200 100400 200 -- -Rural MMultiple Row Left 101000 101100 100 Ruiral Multiple Row Left Right 101600 101800 200 Rural |Multiple Row Left 102300 102400 100 Rural Multiple Row _Right 102900 103000 100 Rural Multiple Row Left Right 103400 103500 100 Rural |SnrIgle Row Left Right 103800 103900 - 100 Rural Sjilne Row Left Right 104300 104500 200 Rural Multiple Row Left 105300 105400 100 Rural Multiple Row Rght 105500 105600 100 Rural Multiple Row Left Right 108000 108300 300 Rural Multple Row Left 108900 109000 100 Rural Single Row Left Right 109300 | 109500 200 Rural _ Single Row Left Right 109900 110100 200 Rural Multiple Row Left 110700 _ 110800 100 Rural_ Multiple Row Right 111300 111500 200 Rural Multile Row _ Left 112300 112400 100 Rural Multiple Row Right 113000 _ 113100 100 Rural Sinigle Row Left Right 113400 113500 100 Rural Multiple Row _ Ri ht 113700 113800 100 Rural Multiple Row Left 114700 114800 100 Rural Multiple Row Right 114900 115100 200 Rural Single Row I Left Ri 116100 116200 100 Rural Multiple Row Left 116700 116900 200 Rural Single Row Left Right 117500 117600 100 Ruiae Mtpl e Row Left 117800 118000 200 RLiral Multiple Row | Rght ____._______ 118100 118175 75 RuIral MutilpIe Row Left Tirukkovilur-Ulundurpetta 123200 123400 200 _ RuLral MuLltiple Row W20,@ Fcl,, 2'it,' irllli irt IUI I; i 'ccc >t l 1Ici-ic icilic II iO 1 ic\ i ,n;iic.l,l lil M i , l.iciiiii 'Ian,, I NIIS]' lt Road ~ ~~~~~Chainage Type of Type of Side of Road < h oad < Road Length (M) TP fT etRgl From To Legh() Section Planting ~~~~~ ~~~~~~~~~~~~~~~~~~~~~~Left Right 123900 124100 200 Rural Multiple Row Left 124950 125075 125 Rural Multi le Row Right 125350 125450 100 Rural Multipee Row Left 125740 126180 440 | Village Single Row Left Right 126400 _ 126500 100 - Rural MAlpie Row Right 126900 127100 200 Rural Multiple Row Left 127300 127400 100 Rural |MUltiple IRow Right 127850 _ 127900 50 Rural Multiple Row Left 128360 128600 240 Village Single Row Right 129200 129300 100 RLcral MulItiple Row R ht 129900 _ 130000 100 Rural Multiple Row Left 130400 130500 100 Rural MultipleRow Left | - 130700 130800 100 Rural Multi Row Right 131200 131350 150 Rural Multiple Row Right 131920 132000 80 Village Single Row Left Right 132300 132400 100 Village | Single Row | Left Right 132500 132600 100 Rural Multiple Row Left 132700 132800 100 RLural | Multiple Row Right 133400 133600 200__ Rural | Multiple Row ____ Right 134000 134200 200 Rural Multiple Row Left 135000 135100 100 LRural MultiRih Row R ht 135300 135500 200 Rural Multiple Row Left _ 135750 135800 50 Rural Mtiuliple Row Right 136200 136400 200 Rural MUltiple Row Right 136900 137100 200 _ Rural MUdiple Row Left _ 137500 137650 150 Rural Multiple Row Riglht 138300 138500 200 Rural Multiple Row Left 138900 139100 200 Rural Multiple Row Right 139600 139750 150 Rural Multiple Row Rilfit 140700 140900 200 Rural Multiple Row Left 141400 141600 200 Rural Multiple Row Left ____ 141820 141900 80 Village Single Row Left Right 142100 142200 100 Village Sin le Row Left Right 142600 142800 200 Village Single Row Left Right 143300 143350 50 Village Single Row Left Right 143700 143800 100 Rural Mtiltiple Row Left 143900 144000 100 Rural Multliple Row Right 144300 144400 100 Rural Multiple Row Left 144900 145100 200 Rural Multiple Row Left 145600 145700 100 Rural Muiltiple Row Right 145900 145950 50 Rural Multiple Row Left 146100 146300 200 Rural Multiple Row Right 146900 147100 200 | Single Row Left Right 147900 148000 100 Rural Multiple Row Right 148300 148400 100 Rural -Multiple Row Left Right 149300 149500 | 200 Rural Multiple Row _ Right 150100 150250 150 Rural Multiple Row Right 150500 _150600 100 Village Single Row Left Right 150800 150400 100 Village Single Row Left Right 150800 | 150950 150 Village Stngle Row Left -Right 151000 151030 20 Village Single Row Left Right Rirdhachalam - Jayamkondacholapuram 7100 7200 100 Rural Multiple Row Left Right 7700 7900 200 Rural Multiple Row Right 8700 8900 200 Village _ingle Row Left Right 9000 9200 200 RLiral Multiple Row Left Right 9900 10000 100 Village Single Row Left ight 10400 10500 100 Rural Multiple Row Left 10800 11000 100 Rural Multiple Row [it 11300 11500 200 Rural Multi ale Row Left 11900 12000 100 Rural Multiple Row Left _ Right 12400 12460 60 Rural Multiple Row Left Right 12700 12900 200 Rural _ Multiple Row Right 13600 13700 100 Rural MLlitiple Row Left 14200 14300 100 Vilage | Single Row Left Ri hg 14800 15000 200 Rural Multiple Row Left 15500 15600 100 Rural _Multiple Row Right 16500 16600 100 Rural Multiple Row Left . . I'chti iii, 2 0ii0i3 hu \ ,i1It ii,.md > 1 mi,m 1t'il XI| p< iLtict u 1y uuit-u.i l. ii1,iiyi 'lul,., l ,,*t.,,,r 1, NIL1P (II Road Chanage Length (M) Type of Typelof Side of Road From To Length (M) Section Planting - ________ Left _ Right 17300 17500 200 Rural Multiple Row Rigllt 18100 18200 100 _ Rural__ Multiple Row _ Left Rjght 18000 18500 200 Rural Multiple Row Left 19300 19500 200 Rural Mliltiple Row Left 20100 20300 200 Rural Multiple Row Rjght 20500 20600 100 Rural MLiltiple Row Left 21000 21100 100 Rural Multiple Row |Right 21200 21300 100 Rural Multiple Row Right 21700 21800 100 Village Single Row Left Right 21900 22000 100 Village | Single Row Left Right 23000 23200 200 Rural Multiple Row Left 23500 23700 200 Rural Multiple Row_ Right- 24100 24300 200 Rural Multiple Row Left 24900 25100 200 Rural Muitiple Row Right 25400 25600 200 Village | Single Row Right 25900 26000 100 Rural Multple Row Left 26300 26400 100 Village Single Row Left Right 26600 26700 100 Village Single Row Left Right 27000 27200 200 Rural - Mult eRow Right 27800 27900 100 Ruiral MLlitiple Row Left Right 26400 28600 200 Rural Multiple Row Left 29600 29700 100 Rural MultipL Row Left Right 30000 30100 100 Village SiVgle Row Left Riaht 30200 30300 100 Rural MLultiple Row Right 30800 31000 200 Village Single Row Left Right 31600 37 100 100 Rural MultipAe Row Left Right 32000 32200 200 Rural Multiple Row Left 32700 32800 100 Rural Multiple Row Left 33200 33300 100 Rural Multiple Row Left 33700 33900 200 Rural Multiple Row Right 34300 34500 200 Rural MulfipeRow Rigigt 34900 35000 100 - Rural Multiple Row Left Ri lIt 35500 35800 300 Village Single Row Left 35950 36000 50 Urban | Single Row Right Ariyalur - Jayamkondacholapuram 4500 5000 500 RLiral Multiple Row Left Right 7200 7300 100 Rural Multiple Row Left 10100 10200 100 Rural Multiple Row - R!ght 13700 14300 600 Rural Multiple Row Left Right- 14900 15000 100 _-Rural | Multiple Row Left Right 16300 15600 300 Rural Multiple Row Left Right 16700 16900 200 Rural Multiple Row Left Right 18800 19300 500 Rural Multiple Row Left Right 22500 22700 200 Village Siiigle Row Left Right 23500 23700 200 Village Single Row Left _ Right 26100 26300 200 Rural Multiple Row Left __Rlght 28300_ 28500 200 Rural Multiple Row Left Right 29300 29500 200 Village Single Row_ Left Right 31700 31900 200 Rural Multiple Row Left Right 32100 32500 400 -Rural Multiple Row Left Right 32900 _ 33000 100 Rural Multiple Row Left Right 33500 33600 100 Rural Multi le Row Left Right __ _____________ _ 1 35800 36000 200 Rural Multiple Row Left Right Jayamkondacholapuram - Kumbakonam 900 1200 300 Village Single Row Left Right 2200 2400 200 Village - Single Row Left Right 2700 3100 400 Rural Multiple Row Left Right 5900 6100 200 Village Single Row Left Right 6700 6900 200 Rural Multiple Row Left Right 7500 7600 100 Village Sincle Row Left Right 9700 10000 300 Village Single Row Left Right 10300 10400 100 Village Single Row Left Right 13300 13400 100 Village Single Row Left Right 14500 14700 200 Village Single Row Left Right 15300 15500 200 Rural _Multiple Row Left Right 15900 16000 100 Village Single Row Left Right 16800 17100 300 Rural Multiple Row Left Right 20300 20500 200 Rural Multple Row Left Right __________________ _ __________________ 20800 21100 300 Village Sindge Row Left R light_ W F t cbmy 200(1 _________......._____________________________.________A_________________n____________c. s [, a ian,, i,l, l\ laoigcnilin 1Iii l NIRSP I" Chainage Road From To Length (M) SecoType of Type of Side of Road From To Section Planting Ldl~ | ____ Left Right 21800 22000 200 Village _ Sin le Row Left Right 22400 22600 200 Village -Sincle Row Left Right 22800 23000 200 Village Suiigle Row Left Right 23200 23400 200 Village Sngle Row Left Right 26000 26300 300 Village Single Row Lett Right 27100 27300 200 Rural Multiple Row Left Richt 27700 27900 200 Rural Multiple Row Left Right 28900 29000 100 Vilage Single Row Left Right 28300 28500 200 Village Siingle Row Left 29700 29900 200 Village Single Row Left Right 31700 32000 300 Village ie Row Left Right 23100 32200 100 Rural MLiltiple Row Left Right 24600 35000 400 Rural Multiple Row Left Right 35300 35700 400 Rural Mulliple Row Left Right 36200 36400 200 Rural Multiple Row Left Right 36800 37100 300 Rural Multiple Row Left Right 37500 37800 300 Village Sirgle Row Left _R t 37900 38000 100 Village Single Row Left Right 38300 38400 100 Village Single Row Left Right 39500 39700 200 Rural Multiple Row Left Right Kumbakonam - Tiruvvrur 500 900 400 Village Single Row Left Right 1800 200 200 Village Single Row Left Right 4500 4700 200 Rural Multiple Row Left Rigpt 7400 7600 200 Village Single Row Left Right 8400 8700 300 __ Village Single Row Left Right 10000 10200 _ 200 Rural Multiple Row Right 10300 10400 100 Village Single Row Left RighIt 10700 10900 200 Village Single Row Left Right 15000 15100 100 Rural Multiple Row Left Right 17200 17400 200 Rural Multiple Row Left Right 19000 19200 200 Village Single Row Left 19300 19500 200 Village Sirigle Row Right 20000 20300 300 Rural Multiple Row Left Right 21400 21500 100 Rural Multiple Row Left Right 22100 22200 100 Rural Multiple Row Left Right 22400 22500 _ 100 Rural Multple Row Left Right 23100 23500 400 Village Single Row Left Right 23700 23800 100 Village Single Row Left Right 24100 100 _ Village Sngle Row Left Right 28800 29200 100 Rural -Multiple Row Left Right 31200 31500 300 Village Single Row Left Right 31500 31600 100 Rural Multiple Row Left Right 31900 32000 100 Rural _Multiple Row Left Right 32200 32300 100 Village Single Row Right 32600 32700 100 Village Single Row Right 33750 150 Village Single Row Left Right 34100 100 Rural Mutiple Row Left Right 34500 35000 . 500 Village Single Row Left Right 35100 35300 200 Village Single Row Left Right 35600 35700 100 Rural M-ltiple Row Left Right 35900 36100 200 Vtillage _ Single Row Left Right 26500 37200 700 Rural Multiple Row Left Right 37400 37600 200 Rural Multiple Row Left Right I.itiil \:,did o Secor.r e-et\i-r to r,, 1n -Iit itittni.tl Ltnageitteitt PbttIIN 5$1t.l' IJI Appendix 3.13: Guidelines for Redevelopment of Borrow Areas 'lire design hitild pcoposea dditionitl trecs to proivide shade tor ire proCposed acUiVity and to con rroioil crosil All biorr,s, areas operatiional for tlic prjecr haill be redevelpetd on coampletiotat of rhe borroving actie-ucs . Ih diCgn ittttiid itrludC slope protcctiutn meitures taor crisloit conrrol flit, can be in form of egeeble tcdcd-eierpirren t .hall be ca:rried out as per redceveioprnicprtt plait prepared be- thc coOntractor s\ith the conicuirrence roi c:i rtlt rible blilnds to prcva t erosion rod formtla L00r (if golLics rihe igineLt Along seiril tic redeveiopmeitr PiaIr tet:ltls of rite borrow area sa all rovded in ti flo gdcioped a lated slpid/orcar/r simple as nearby it a tormart FUCLtIeC redCe-eltipirerit (r ertlllaaiccrerrt of tlC baorro\s .irca slill ie at the: discreouiri of thc tligricer af rthe CSC GurLdehires torrriluinicerenir of i)tirrew a re:s AIid critella :are prOtilded in rthe 'crioras lar s ai laable. IF rtie sOil tripC 1i i-1t:ilaiC :1 Cor ririrrUr st:aCe Eleiricitis fur enitaricemeier can be introdsced alee'rrdingis Docuimentation of Borrow Pit itrs eritilx C Iirrititires toe Details LO ItIclsCde/iCleItr leachitntit O Chaiirrage/ Distanrce ttrom rdqotg - rrtlrscoi breedinlg '2 Size & Ilirgrh - S g\ater rrtn -off/conitarnttrintioi 3 T\-pae of Access/\s-tdrirl/kLrtClaa/pICCr eCtc front carriagerv a - Arnt orher envrroonmentel degradation 3Soil n\-pe rThe proposal should itso be har-irg in minid. av-enue for genieration of income/eciLiptinenit to rite people of the o Water Table of cIte area or idenuf from nerrest swelL etc/ask people adioining commnrttv so that matncenance is ensLred v\s-i-\-vs blire design itrust thus cisure. 3 Erasstrg Land use sLncti as barrent/agriculmrral/grazeing land P troecuoion against erosion & degradarion 2 Locacion/Namre/Popailuoni/C^ste of Nearest Sertlement/Cotrrmuittvk & disrance from Borrow Area/Tu pe and . Provide pereninial cot-er or introdUCe ne\o producesct use for the borrosw area characterisucs of setdemcrit 2 Datle/occasiorral use of thc Borrow Area bh- the commurinr- if any To represent on Working Plan O AddiuortaL ftrilicies reqtiLred ble cotimnunLro such as drinking sater tank seating etc Access of Propcrt /widrlt of access/niarertal o Probable reuse of Borrowt' pit-ask communiro * Otrentanon of property svrrh retstect to rtec toald 3 Suggested Trees to be planted-ask cotnmunirn * Slte SLope o Proposed enhanceineirr materials locally available.o Local] Drainage / w ater loggmig etc if an!- o Adjoining land use/Namural elements * Locanuota ot nealrest csiisert etc tf aIny tov dratn seater tf repailred O Drainage channeLs/siope/characrensrtcs of the areaL An!n othier comortinin- resoeirces sucr as tube sweli/sell etc tn vicmin- Guidelines for Enhancement I. Location of trees iticludinig Speces/gtrrh/ foliage eprcad and afternoon slhaded area on ground Borross ares selected FBr enhancemect shall be onr goe-ernmenit/commounir- land in tie eicitiio of scetlenent * SUirrrunding lanad uIse. neirear settlements (naiiie of scrticrure/parrern of settlement) Any- enihancement design proposed should be workable, minaatenance free and preferably workcd out in . Nlark on plan part of the borrow- area. most suttable for storing and staking topsoil consultanon wlth tIe communrio If the borrow area is to be dev eloped as a fishponid the site shiould be studied for natural available catchment for scorng swater/erosung water table deptrl/fishi specries that can surt-ice To Represent m Cross Section * The borrosv area slte shoUld be inspected for erostrin control required * Contours if airy/depth if aiiei IFebruanr 2003 Tamdil Nado Roald Secror P'rojcct Appendices E. Ln-tirrantrtemi:il Mlatragetnent Plan TNRSIP 0I Height of trees An- oilier existlng dctat1ls at tle road /propcrr- intetface stich as stgtage/ramihng/erc * Detalls of inimediart stirrotindiog for It least 3mii on either sides Photographs to inIclude Overall View from access side A*tv otlaer comlmrucctri- resource in tre vicnitiic All spots to be detailed such as access to borrow pit /cluster of existing trees etc Outputs W \Vorking plan * Cross Secton * Longitudinal Secuon/Eleracton of SiLte * Demls of ad proposed Enhancements including signage etc. * BoQ Februan 2003 CHENNAI D 2 ERAMBAg82 5 l % l , l~~~62 KNCV t] B E N G A 5 IR LOCATIONoN ICH RR OF QU R I S NO T E NGAVL AR /- 04774 0 WHI~~~~C R UtRID R S NATIOAUNAL HIGHWA ID I 78i7a2<9~~~~~16 0x77 g -i-x5 /~~~~~~~~~~~~~~~~~~~~~~~~~~A 7z 1 x754 tC>etd~~~~~~ ~ ~~~~~~~~~ GRAIT Q UPALRRYAg | 11 L 8savSeao6m I I j~~~~~~~~~~~~~1 , 71 & 528~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -3 173 F,mil ids Roald Sector Pniect Appendiccs ro Nloniiienal ilanagerienr Plan TNRSP 01 Appendix 3.15 Modifications to MoRTH Clause 111, Measures for Safeguarding be included m the reaming shall be chosen bv the Engineer. The costs of providing personnel for dhe Environment environmental uraimng are deemed to be included in the rates generaLlY" The Contractor shall abLde bh the regulation and other stipulauons made b\v the NIol-Fl and PCB at the rume Sub-Clause 111.2 Borrow- Pits for Embankment Construction. ot according EnviLronmental Clearanlce of the Prolect foar implemnsenung puirpose. Add the following after the fust sentence Sub-Clause 111.1 General "Whcrc borrow matterial (including subgrade and sub-base) is required to complete the W'sorks, detads of the location and extraction methods of thc borrow sites shall be submitted by the Contractor to the Englneer Delete die sccond sentence of trhc fist paragraph. for his consent The submission to the Enginieel shall include thc requLred approvals, Ihcences, terms and Add the following after thc First paragraph conditions for extracting the mraterial from the relevant StatutorY Authoriecs, and landowners, responbible "[he Enviuonmental NManagement Plan (EN\IP) has becen prepared by Independent Reviesv Consultant for for the arca in wvhich the proposed borLow area ts to be located The edges of borrow sites shall be no the Employer to provide dic Contractor witth measures to be taken to manage environmental matters closer than 3 metres from any fence hne or boundary- Adequate clearance shall be provided for the dCuing the Contract peniod The enhanccenrt measulres are given in the drawings under Appendix 4 1 of conistruction carch dramis. Borrow sites shall have adequate drainage oudets unless the relevant landowner ENll\ Volume II The issuance of the Ensuonmental M[anagemecnt Plan does not relieve the Contractor of has agreed that the borrow area is to create a permanent tank or dam. hie responsibLtlrv to ensure total compliance with current lawvs, rulcs and regulations in force governing pollution and environmental protecuon applicable to the State of Tamdl 1Nadu or where the Works are Cut batter slopes shall not be steeper than 3 to I and shall be left by the Contractor m a ticd and safe situated. Tlus total compliance is required during dhe construction phase for coistrucuon relhted acti-vies. condiuton to dhe sausfaction of the landowner and dhe Engineer. The Contractor must cartr our dhe requirements of the ENLIP and as lsted under Sub-Clause 11l 15 Wntten clearance from dhe landowner/village head shaUl be obtained before leaving a site from whuch In all situations where the Contractor is required to obtam approval or a ihcense, from Statutorv Authornies borrow material has been extracted. Copies of such clearances shall be prov-ided to the Engineer prior to or Landowners mdependent of the Emplo er, for any actnvity associated wlih the Works to be executed issuance of the Taking-Over Ceruficate. under dhe contract, evidence of dhe approv-al or license must be provided to die Engineer for his consent poor to commencement of any operation associated with dhe work wvhich necessitated thus approval or Site preparaton for borrow areas shall be in accordance with Section 201, Clearng and Grubbing, of this ihcense. specification. Topsoil is to be stripped and stockpiled in accordance with Sub-Clause 301.3.2. Where it is required to replace the topsodi as part of dhe remstatement of borrow areas, the topsoil will be replaced and All costs associated with environmental protection during the consnuaction phase (for construction related seeded in accordance with Sub-Clause 308.3 acuviues only) including obtaminig the necessary approvals and licenses, shall be deemed to be included in dhe rates for items of work Lncluded in the Bll of Quantiues. The items mentoned in Bill No. 1 (b), which Borrow areas shall be topsodled and seeded immediately after dhe area is no longer required for borrow m have been covered in NIoRT&H specifications or Section VI of Bid document (Technical Specificauons) accordance svdih dhe requirements of dhe specification. widl not be paid separately. Access roads and tracks to borrow areas shall be maintained durnng use and left mi good condition after The Contractor shall preserve existing trees, plants, and other v-egetation ilat are to remain within or closLng down dhe borrow areas. adjacent to the Works and shall take all precauuions necessary to prevent damage or injury thereto. Any accidental clearance shall be replanted to dhe satisfaction of the Engineer and at dhe cost of the Contractor. The guideLines for siring & operation of borrowv areas are given in Appendlx 3 1 of EMPII Volume II. The redevelopment of borrow areas should be done as per guidelines given Ln Appendix 3.13 of EMIP Volume On complenon of the Works, all areas disturbed by the Contractor's construcuon activities (such as areas of II. The cost of mamtammg and remstating/redevelopment of borrow areas in accordance with the compounds, macereal storage, access and haul roads) shall have been restored to their original condition, requirements of daus Clause shall be deemed to be Lncluded in dhe rates for dhe borrow maternal." and agreed as having been restored bv the relev-ant property owner or as may be acccptable to the Engineer Restoration of an area shall include clearing excess matereal, scarifying the surface, topsoding, seeding and Sub-Clause 111.3 Quarry Operations. planting The cost of tlus avrork shall be deemcd to be included in the rates generalls Add the following after the first paragraph: The Contractor's on-site establishment shall include a nominated env-ironmental representative, available at "Where dhe Contractor intends to operate his own quarrnes, whether it be for obtaLning naturally occutnung any time, who will be responsible for all environmental matters associated with the Works The nominated matenals or manufacturing product, it widl be dhe responsiblity of dhe contractor to obtain dhe necessary person shall have a working knosvledge of National and State current laws, rules and regulations in force approvals and licenses from the relevant Authorites and subsequent operations wEll be in accordance widh that relate to dhe protecuon of the environment with respect to the WsTorks to be undertaken as part of this the requlirements of these Audioriues. Contract. The costs associated with settng-up and mamtaining a quarrying operations 1i deemed to be included in the If requested by the Engineer, dhe Contractor shall on nvo weeks nouce, nommnate and make available site rates for the supply of material." staff of foreman level and above for training in dhe environmental aspects of road construcuon. The staff to Febrenan 2003 Tasmil Nadiu Road Secrto Pilttict \pjscstdscc, to ELsario,i ,usital Anagse:nmentr Plan TNRSI' AIl Sub-Clause 111.5 Pollution from Hot Mix Plants and Batching Plants. Sub-Clause 111.14 Add the following after the first paragraph: Add ncw Sub-Clause: "Sting and operanon of Hot NII:X and Batching Plants shall be unidertaken in accordance wich all current rules and regulauons for protecuoni of the ens-ironment. The Contractor will be rcesponsibic for obtaining "The Contractor shall plan atid execure the work so as tuo minniuze the possibilatv of polluuon of areas relev-ant approsal from the Authorncs rcsponsiblc for administering the environmnenal rules and adjoining the consecucooti work si[es or any area urlhzed bh the Contractor for the project, from regulations." conrtaminants such as petroleuim products, trade waste, garbage and other noxious substances. Impern-ious bunds shall be constructed around aU fuel, oil and liquid matterial storage alieas large enough to contain at Sub-Clauise 111.6 Substances Hazardous to Health. least 120% of the total storage volume. Add the follo ing after the first paragraph Dramiage of thcse bunded ateas shall be provided wi-th lockable gare valves. The gate vah-es shall remain "The use of any! hierbicide or other toxic chemical shall be subject to the appro-al of the relevant closcd and locked at all nimes except during the controlled rcmoval of storm water from rise bunded area. Autthorites and in strictIv in accordance with the manufacturer's instrLicuonis The Elgineer will be given at The valves shall be manned at all tmes cs-hen theY are unlocked or open" least six (6) working day s nonce of the proposed usc of ant hcrbicide or to.xic chemical. Sub-Clause 111.15 A register of al herbicides and other tox-ic chenicals delivered to the site, shaLl be kept and maintained up to date bv- the Conuactor The register shall include the trade name, physical propertes and characterisucs, Add new Sub-Clause: chemucal ingredients, health and safen- informauon, safe handLng and storage procedures, and emergency and first aid procedures for the producr." "The Conr-actor must carrv out the followuig as part of the Works. The cost of carrying out these works must be contatned in the rates submrutted bv the Contractor in the bills of quanuues. Sub-Clause 111.8 Sub-Clause 111.15.1 Flora and Fauna Management Add the following after the first senrence: "At the darecuon of the Engineer, the Contractor shall provide for laymng of dust palliatne on, or watrenog Action during construction of, the works and of roads, and other areas immediatelv adjacent to the Works. The marenals and methods Potential impact Action Timing used for dust control will be subject to approval of the Engineer." Unnecessanr clearance of Provide a clearing prograimme for Engineer's Prior to start of trees and vegetarion approval Tli'e clea ring programme wil onstrucuon include Sub-Clause 111.11 Schedule of acuiltcs, Assignment of responsibiLhues, Delete and replace with the following Training of Contractor's personnel, "Any structural damage caused to public or private property attributable to the Contractor's construcuon Field maps or sun-er drawings ar a scale of not less than 1 2000 delineating areas to be equipment or method of working, shaUl be made good without delay and to the acceptance of the affected cleared part' at no any extra cost." Identif and mark road constructon For duration o1 boundarics on-site writh the Engineer and consirucnon actiinoes. Sub-Clause 111.12 advise constructions workers Delineate limits of access tracks, stockpiles Prior to start of and borrow pits, so as to minimize the conistruction Delete and replace with the following impacts on vegetation "Compliance with dic sub-clause I lI I will nor relieve the Contractor of any responsibIn- for complvmg Transplant trees us cleared sea where Prior to construction with the requirements of any Public or Stamton' Authorint in respect to use of their property or services. practical The costs of compliance wvitl Clause Ill shall be deemed to be included in the rates for Items included in Accidenrtal clealance Review design for each road section and For duration of the Bill of Quantnes " construction camp conistriictioli activitles Sub-Clause 111.13. Should excessive clearing snadvertentl Witlout delay 1occur, replace topsoil, replant witi Add new Sub-Clause: nler practical reinstatement, aitd fence to "The Contractor's attention is drawn to the Dtscharge Standard promulgated under the EnvAironment lmit further icursion Protection Act, 1986, and the Contractor's responsibilitY to adhere to these limits. All waste arising from the project is to be disposed of tn a manner which is acceptable to the State PoUution Control Board and the Engineer." -b } Pebruarp' 2003 T,and Nacu Road Secot Ptwrect Appeilces tro Ens-oonuantal Mlanagement1l'lai lNlRSI' 0I Sub-Clause 111.15.2 Water resources, Drainage, Flood control and Sediment control Action during construction Potential impact Action Tining Haulage of material to ell.-ikmenits or other area; of At all rines fill sliall proceed onlh- mhen -ufficient spre,ading and comhpaction plritr is operating oit the pl.ce of dep,,tnion Sub-Clautise 111.15.3 Waste Management Action during construction Potential impact Actmon Timing Acciderntal t lena up anx atccidcrnal spdlalges af Pollur.,itrs To- media telh on Spillages occ-enace Lntsie rite reqtiried dispcrvmn,rs aind personis traincd or tIre At all t-nes use of rIie mnarerials arc ,tiabl,tle on site ro clean up nov occidental spillages Ensure thalt the wvastes generated fronii the cleara up of Immediately on spillages are disposed of in an appro-ed wiay occurrence Clean alid maintain all stlt traps Regularly (frequently during met season) Env-ironmental All emploY-ees shall be obliged to maintain a clenn weork site nuisance and vtsu:il and aix inspection madc at the end of each work day to intrusioli ensure chat the work site is left tid- and rubbish-free Sub-Clause 111.15.4 Air Quality Management Action During Construction Potential impact Action Timing Air Pollution Cleared vegetation, timber and orher combustible seaste material sha llnot be burned Dispose of waste materials other than by- burning At all times Sub-Clause 111.15.5 Noise Control Action during construction Potential impact Action Timing Increased ambient All work shall be carried out wirtlout unreasonable noise At all toies noise levels aind disturbance Increased amrbient Limit construction Anid equipment operatioa aicar Duration of noise levels dsvellmngs iod sensitive treas such as schools and liospitals coinstruction to the hours that the Coniract specifies Refer to Sub- Clause 43 2 of Sectiona 5 Part II - Conditions of ParticLlar WAI, 5~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ebnaian 2003 APPENDIX 4.1 HANCEMENT DRWINGS (SPECIFIC ENHANCEMENTS) ________ 9m _ _ STONE GREEN FENCING PAVING TYPE 2 (CACTUS) -Q I ,' T,w,: - .:-:L . RELOCAT EDTV ROOM 2-9m FLOWERINC - - - - -- ~~~~~~~~~~~~13.25m STONE IPA '1 Tr- i| -;'iE. - _ - _ _jr >9 PROPOSED COMPOUNO WALL Irm PROPOSED GATE 9.6m ARNI ARCOT ARN I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 5m lom Drawing No. 2002173121/Env/O1101 ENHANCEMENT FOR SRI MARIAMMAN TEMPLE TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Arcot to Ami 76, Sardar Patel Road, Guindy. Chennal 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON Chainage 2/0 Designed By: Drawn By: Checked By: Approved By: Date: F=;t LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B-111-27, llnd Floor, Mohan Cooperatbve Industnal Estate. Scale 1:150 Abhimod Arnbushivan Shupesh Satish Deoember 2002 Mathura Road, New Delh-h10044 Kumar 1 91-011-6973950-55 18 1 11 4m- --0.55m- '-r.:l.X 3r.S<-3 ~K= ___ -*~= *- ~~, FLOWERING PLANTS :i15m ...= m PAVING CONSOLIDATION STONE STONE PAVING TYPE 1 .-_---- _ e EXISTING T.V ROOM PROPOSED GRILL-_ _ F--- - - -- - ----_ _ ___3___ ___-- ---- EXISTING HAN PUMP-- 7 = _ S H R U B S-UB-r -E ---------- - - - - ,- - -------- -GREEN FENCING 9 2rn- APROPOSED AVAGi H C}-RELOCATED SHRINE - bREEN FENCING (CACTUS) tARN ARCO= S t e Drawing No. 2002t73121/Env/01/0j2 ENHANCEMENT FOR SRI MMRIAMMAN TEMPLE TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. takg TRP0 Arcot to Arn 7E, Serdar Peatl Road, Guindy, Chennel 600 025. ' SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON - APPROAL OFSUPERISIONCONSUTANTChainage 3/4 Designed By: Drawon By Checked By: Approved Hy Date:LEAsoitsSuhsaPv.td Scale 1:400 Abhimod Arnbashiven H hupesh Kumar December 2002 Mamtuma Rad. NwDelhi-i 00 o4.4entv nutSEtt ---------------------~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~I-li-OtSrl-~ STONE~ ~ ~ ~ ~~~~~~~~TN AVING TYPE 1 iEEPa rEfj-: 1- ,,,, PALMTREES ALONG BUND END Sm dc I -i1a r~CL LC --'| STROOM.~~~~~~~~~1~~~ ~ ~ ~ J:-~~~~~ - l~ 12m S R PA% IN.G n r E 2- L ' L E., AjP',,iJD SHR,4E - RELOCATED SHRINES I F -PALM TREES @ Sm ctc ARNI ARCOT orJ (X N Drawing No. 2002/73121Env/01/04 ENHANCEMENT FOR PACHCHAI AMMAN MLAYAM TAMIL NADU ROAD SECTOR PROJECT )IMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Arcot to Arani 76, Sardar Patel Road, Guindy, Chennal 600 025. ;PECIFIC CHANGES IF ANY, TO BE MADE ONLY ON r.ppROVAL OF SUPERVISION CONSULTANT Chainage 13/1-13/2 Designed By: Drawn By: Checked By: Appmved By: Date: I l LEA Associates South Asia Pvt. Ltd. _ . Scale 1:400 Abhi Ambushivan Bhupesh | Sarish DB-1/E.27, l2nd Floor, Mohan Cooperative Industnal Estate, Scale 1:400 Abljimod Ambushivan Bliupesh ~Kumar December 2002 Mathiura Road. New Delhi-il 10044 91-011-6973950-55 ,, --- _ z / w~~~~~~ARKING ..5n ....... =i1 ' PROPOSED STONE SEATINGS iXISTING WELL-i -3 20 Em Polur ---- Arni 0N 0 10m 20m Drawing No. 2002173121/Env/01105 ENHANCEMENT FOR KARNAN KULAM TAMIL NADU ROAD SECTOR PROJECT IMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Arni to Polur 76, Sardar Patel Road, Guindy, Chennai 600 025. PECIFIC CHANGES IF ANY, TO BE MADE ONLY ON Chainage 3/1 Designed By: Drawn By Checked By: Approved By: Date: W! LEA Associates South Asia Pvt. Ltd. ~IPPROVAL OF SUPERVISION CONSULTANT S-1/E-27, llnd Floor, Mohan Cooperaive Industnrial Estate, Scale 1:500 Abhimnod AwE Jsrrvae Bhupesh Kumar DeDcember 2002 Mathura Road. New Delhi-110044 91-011t-6973950-55 LATFORM FOR COMMUNITY ACTIVITIES STONE ,STONE 1 PAING CEMENT PAVING TYPE 1 AVING TYPE 2 AREA TO B CONSOLIDATED roo REEN FENCING (CACTUS) FLOWERING PLANT . , RFFN ENCING P VING TYPE 2 STONE 0.6m HEIGHT RAISED PLATFORM FOR PLACING NAVAGRAHA IDLES 33.3m- 9.Sm Chengam Polur < _Y ~~~~_ _ ____________ ______ E_ _ . Drawing No. 2002f73121/Env101107 ENHANCEMENT FOR VINAYAGAR TEMPLE TAMIL NADU ROAD SECTOR PROJECT I DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Polur to Chengam 76, Sardar Patel Road, Guindy, Chennai 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage 10/4 nesigned By- Drawn By- Checked By: Approved By- Date: LEA Associates South Asia Pvt. Ltd. SatisROVALhOF SUPERVISION CONSULTANT B-1IE-27, lInd Floor, Mohan Cooperative Industrlal Estate, Scale 1:150 Abhimod Ambushivan Bhupesh Satish December 2002 Mathura Road. New Delhi-i 10044 ________________________________________________________ 91-011-6973950-55~Kum r 0 - m r 21-6973 50-5 .-REEN FENCING (CACTUS) GREEN FENCING E I L~~~~~~ -___ ~PAVING TYFE-4 GREE FECIN K4\4\ an, - 3Mn AREA FOR CULTURAL EVENT N 3M ~~~~~~~~~~~~~~~~~~~~~~~~~~~~4. . 411 AREA FORk IrT TO STORE WVATER AT THE TIMIE OF CULTUREAL EVENT 'N Drawing No. 2002/73121/Bn B10m 20m Drawing No. 2002/7312/Env/E1/ST ENHANCEMENT FOR DHARMARA]AR BHADRAKALIAMMAN KOIL TAMIL NADU ROAD SECTOR PROJECT * DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Polur to Chengam 76, Sardar Patel Road, Guindy, Chennal 600 025. t SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ _ APPROVAL OF SUPERVISION CONSULTANT Chainage 47/8 Designed By; Drawn By: Checked By: Approved By: Date: jJ} LEA Associates South Asia Pvt. Ltd APPROVAL OFhlmo E Satish B-1/E-27, llnd Floor, Mohan Cooperative Industrial Estate, Scale 1:400 J Ambushiv Bhupesh Kumar December 2002 Mathura Road, New Delhi-110044 Ln = - ~~~~~~~~~~~~~~~~91-011-6973950-55 TIRUVANNAMALAI POLUR 'V __ LPARKING AREA | E T J t G~~~~~~~~~~~~~~~~~~~~REEN FENCING | . ; L]W ~~~~~~~~9.5m FLOWERING PLANT PROPOSED FEEPAL TREE I8 m CC AiNG IYPE I STONE 6.9 ~~~~~~~~~~~PROPOSED STONE SEATINGS AVNG CONSOLIDATION 0 wm lom Drawing No. 2002/73121/Env/01109 ENHANCEMENT FOR KARAI KANDA EESAN KOIL TAMIL NADU ROAD SECTOR PROJECT ' DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP01 Polur to Thiruvanamalai 76, Sardar Patel Road, Guindy, Chennai 600 025. ' SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON -_____ ______ APPROVAL OF SUPERVISION CONSULTANT Chainage 134/6 Designed By Drawn By. Checked By. A,opmved By: Date: OA LEA Associates South Asia Pvt. Ltd. ScaleVAL 1:300 SUPERVISION CONSUL T B-1/E-27, llnd eioor, Mohan Compettlve Industrial Estate, S cale 1:300 Abhlmod Ambushlvan Bhupsesh ath Deeber 2002 Mat9e1 Read, New DelhII 10044 Muua ol--- - -\ - //-- - - - - - - - - - p - -.-----.-------- - - - - - - - - - = _____ ______ -- --------_______ --.------ __________ - _______- - -________ _____ MurugarKoil /- - - -=- =- -\ - - - -. - -X - -; -< _ - - - - - - - - - - - - - _\: - ,-\ . ' '¢ ' ' \,_ _ _ AREA TO BE LEVELLED - - - - - - - - -' - - - - _: / \~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~VN lYPE, 2 STONE m / /56 aS ,--' r\, \ i g J S- iG OUNDCOVE /~~~ - - - - - - - - -==- =_ - ==--=,Y+\ \-')' / F -------- _ _ _ _ _ _ _ _ _ _ _ _ _/ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~_________ STN SEATINGS -.f />- ~ ~ - ----- - - - __ == - =- -= X - - - - - -> -. /~~~~ - - - - - - - - - - - - - -+ - - - , H ~- - - - - - - - - - - - - - - - - - -,,+%++,+ ' . C Green fencing (upto 3'ht.) sl .. _f ,r | 0MADAPALIf , _L__ * _, Green spaoe wuhth flowering plants Green space Compound wall Proposed Garbage Collector . _ _ _ l ¾ ¾!. Orc hard C..munfly _ .._________ SHRINE-BANYAN q- - space @, *, * ¢ < PLAASTEDORtM ' 1 . r ~~~~~~~cow she&GrznGoudPtig Parking .Pu * [F M H RiOmp Proposed Garbage Collector Brick paving TYPE 2 o m m en ial z~~~~~~~~~~VeehViru Canal(ex.) Canal Cutvert(ex.) To Vridhachalam To Jayamkondam ROAD (6.75m) 0 lGm 2rmt, Drawing No. 2002173121/EnvI01/14 ENHANCEMENT FOR SRI EKANAYAGAR THIRUKKOIL TAMIL NADU ROAD SECTOR PROJECT * DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Vndhachalam to Jayamkondacholapuram 76, Sailar Patel Road, Guindy, Chennai 600 025. * SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ APPROVAL OF SUPERVISION CONSULTANT Chainage 3/4 By Dr By: CFeed By: Appnoe B Date: orf LEA Associates South Asia Pvt. Ltd. B-lIE-27, [Ind Floor, Maehn 1ooperatve Industrial Estate, Scale 1:500 Abhimod Ambssushpea Bhapesh Satish Kumnar December 2002 Mathara Road, New Delhi-i 10044 _________________________________________________________ 91-011-6973950-55~~~~~~~~~~~9-011 6973 50-5 T 'VIRUD'-HALAM''.5m1o \.~. h- ' I*s, ?', ,6 0 Paving (Type2) STONE - ' PAF ~~~~~~~~~~To Ancient Temple /0 Paving Anjanayar Koil Poposed Green spi ce E 7-4 - E - co co E Proposed Tamarindtree@1Sm c/c 0 Cu 0 Drawing No. 200273121/Env/01119 ENHANCEMENT FOR KURUGAI KAVALAPPAR KOIL TAMIL NADU ROAD SECTOR PROJECT * DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Jayamkondacholapuram to Kumbakonam 76, Sasdar Patel Road, Guindy, Chennai B00 025. ' SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON Chainage 92/5 Designed By: Drawn Br Checked Br Approved By: Date: 3Ik LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT _______ Scale 1:500 Azhirr6od Ambushgvan Bhupesh Sabsh Kumar | Dezembel202-1/E-27. flnd Floor, Mohan Cooperative lndustnal Estate, Scale 1:EDO Abihimnd Ambushiean jBhupesh Satish Kumar DecernbeQfld) Mathura Road, New Delhi-1t10044 91-011-6973950C-55 Chaining | I 0 STONE Paving (typel) CO Paving (typel) Z Green space > THER E1ephant, 1- i / / ~ ~ ~ ~ ~~~ / N / ~ ~ ~ ~ ~ ~ ~ _i a Gi | 2 ~~~~~~~~~~~~~~THER Elephant- i .aE 0 5m 7 lOin Drawing No. 2002173121/Env/01/20 ENHANCEMENT FOR ARUNAJADEESWARAR KOIL MANDAPAM TAMIL NADU ROAD SECTOR PROJECT FIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Jayamkondacrholapuram to Kumbakonam 76, Sardar Patel Road, Guindy, Chennal 600 025. ,PECIFIC CHANGES IF ANY, TO BE MADE ONLY ON kPPROVAL OF SUPERVISION CONSULTANT Chainage 106/7 DesigrTed By: Drawn By: Checked By: Approved By: Date: W&j LEA Associates South Asia Pvt. Ltd. I ~~~~~~~~~~~~~~~~~~~~~~~~~B-lIE-27, lind Floar. Mohan C-ooperative industilal Estate. Mathura Road. New Delhi-110044 Scale 1:250 Abhimod Ambushivan Bhupesh Satish Kumar December 2002 91-011-6973950-55 Proposed flowenng plants w,th ground cover Proposed flowenng plants I I Proposed Brick paving / ! | TYPE 1 /~~~~~~~~~ °, K § ! I ~~~~ < , /6-_ 0~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0 l~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Im Drawing No. 2002/73121/Env/01/2t ENHANCEMENT FOR SRI OORUDAYAPPAR THIRUKKOIL TAMIL NADU ROAD SECTOR PROJECT * DIMNSIOS AR IN UNLES OTERWIE STTED. Package TNRSP-01 Jayamkondacholapunam to Kumbakonam 76, Sandar Patel Road. Guindy, Chennai 6OO 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON . . APPROVAL OF SUPERVISION CONSULTANTChainage 107 Desigied By;: Drawn By: Cheched By: Approve7d By Date: LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT B-1/E,27, llnd floor, Mohan Coop0natve Industnal EstaBte,B27,tie Flor, ohe CooeraiveIndutna Esate Scale 1:200 Ablrimod Amebushivan Bhupesh Sabsth Kamar Decembler 2002 MeBlatura Road. New/ OeIh,-1 10044t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 1 - 0 1 1 - 6 9 73'P . - 5 P,,,~G- - ,. - 7 ' - TYPE 1lpOsSFIOCSftet LacpItSfts-. - 1 - . . . . . ._. . .--... PI,t-.. r. . .. __.__.__.__._.._._._ _. _ _. . r_ -_ . ~ . . . . . . . . TYSPECII 1HNE IFpe AN,T BEe MADEn ONL ON _ -, _ __ W.0 W RpaeInfdypHa) ............ . . . . . . . . . . . . I . . . . . . . . . . . . ~ I APPROVAL COFree SUERION. COSLTN . 1-,2 ldFot,MhnCopntv nutilE Scale 1:200 behtmod Replered(7 .u. . .. . . . . . . WM RCOItofd -... *.... .. . Jayamkondacholapuram ROAD Kumbakonam 5m loin( Drawing No. 2002(7312l/Env/01/22 ENHANCEMENT FOR SIVAN KOIL TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-01 Jaaknacoaue to Kumbakonam 76. Sardar Patel Road, Guindy, Chennai 600 025. APPROVAL OF SUPERVISION CONSULTANT Chainage 111/6 Designed By: IDrawvn By: Checked By, ApovdB Date: LEA Associates South Asia Pvt. Ltd. I ~~~~~~~~~~~~~B-l/E-27, lmd Floor. Mohan Cooperative Industial Estate. Scale 1:200 Abhlmod Amutra hps aihKia eebr02Mathrura Road, New Delhi-1 10044 II 91-011-6973950.55 . ,. . . .. ^ . ' - - - - - - -,h ,~- / - '' ' 1. 0 ., 0 co f I 8 ,1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~1 PemnfTr.1) r STONE gj i 0 | t UntJtZ T, ~~~~~~~~~~~~~~~~~~~~~~~131t, f-dg Unltd Tent.,,. L:,i t -' ' _ X . 'SPECIFIC CHANGES IF ANY, TO B .- -, -: ON _~~~~~~~~~ ___ Drawing No. 2002fl312115nvboV23 ENHANCEMENT FOR SELVAGANAPATHY TEMPLE |TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED PcaeTR-0JymknchlprmtKuboam|76, Sardar Patel Road. Guindy, Chenrtei 600 025 SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _I II_ __ APPROVAL OF SUPERVISION CONSULTANT Chainage 112/0 Designed By: Drawn By: Checked By: Approved By Date: | 1 LEA Associates South Asia Pvt. Ltd. B-1/E-27, lInd Floor, Mohan Cooperative Industrial Estate, Scale 1:300 Abhimod Ambushrvan Bhupesh Satish Kumar December 2002 Ntalhura Road, New Delhi-1 10044 KUMBAKONAM THIRUVARUR .. ...::.., ..., .. ... ........................ ... Typical fencing ,~~~~~~ . . . .an .z .utv o . . . . .k ' . . . . . . . . . . . . . . ./. . . . . . Parki ng zone ~~~~~... . . . . . . . . . .O flwe n Fendngfrtoweri 0inn g We fA52(f°O~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~pleants _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ;loDte@ m ctc r Coconut ~~~~~~~~~~~~~~~~~~~~~~~~~D tner at Smc Drawing No. 2002t73121/Env/01t24 ENHANCEMENT FOR AYYANAR KOIL TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP41 Kumbakonam to Thiruvarur 76, Sardar Patel Road, Gulndy, Chrennai 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ APPROVAL OF SUPERVISION CONSULTANT Chainage 2412 Designed By: Drawn By: Checked By' Approved By: Date: LEA Associates South Asia Pvt. Ltd. APPROVAL Scale SUPERVISION CONSULTANT BhupeshBKumar Do-11d-27 nd Fo, MohaN Coopertive Indusial Estate. Scale 1:300 At,hrmod Arbuhivn Bhupesh Satis Kumar December 2002 Mathrura Road, New Detlhi-1 1044 I ~~~~~~~~~~~~~~~~~~~~91-011-6973950-55 Proposed Raised platforn-ound seattrrg of mother mary Flowenng plants Existing Cononut trees Green space H 1 m: .: ' :0.-.?,.X.-.-l : ......... a 2 . . t$.G t . . . - - * , . < . s .s f .f. : :-: :-:: . -:::::: -:-:-+ .. . . . . . . . . . . . . . . . . . . . . . . . . 1,. . E .$ : S : - ::::::::: ':::::::: ~. . . ,. . . . . . . . . . . . . . . . . . . . . , . . 2. ... \ ' ...Prposed L.aten- paing TYPE1| Pnrposed Pa,ing (Type 2) STONE 1 Proposed Cooonut trees @ Erode Fendng for fiowedng 0 5m 1lOm Green space Drawing No. 20tt2173121/EnoOlI25 ENHANCEMENT FOR PUNITHA SOOSAYAPPAR AALAYAM TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP41 Kumbakonam to Tiruvanur 76, Sardar Patel Road. Guindy. Chennar 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage 20/050 Designed By: CDrawsr, B Checked By Approved By, Date: it LEA Associates South Asia Pvt. Ltd. i______________ ____________________ - B-t1E-27, llnd Floor, Mohan Cooperatlee Industial Estate, Scale 1:400 Abhimoad |Ambushivan Bhupesh Satish Kumar| December 2002 Mathura Road. Now Delhi- 10044 91 -0 11-6973950-5 -- -: : - l /; / "/ /. -I 7-- ~ ~ - /s_ __ __ _ _ _ ~~~~~~~~~~~I I 7,_, / / / 0 3s< > I i -I '--, .----- , / / , Proposed Neern trees /_______________________Proposed Coconut / ~~~~~trees C5mdcj tdinganc~~~~~~~~~~~~~~~~~~~~~.,'~~~pat // - - - - - - -- - - - - - /- - - - -plants- X- - - - - - - - --- - --- - --- - - --- ----------TYnk- s /i Type I - - - =. == = = - - .. - - - - - - - - - - - - - - - - - - - - - - -o /- - - - - - - - - - - - - - - - - - - - - - - - - - \ nFsn .......... -r - --...... - ~- - -npsdLtne - - - - - -= - - - - - -= -- - - - - - - - - = = - - = - - - = = = = g /J - -npce -tp _- ________- - -= - - -== - -_-_== - - - - - xn - - - -_ - - - - - - - - - - -= = =_ -_ - - - - - === -) - - -/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -} - - < z__ == == - - - = -- - - - - - - - _---__ - - _- - - _- - - - - - - - - - -D ,' - - === _= - - - - - - - - - _= - - -= - - - - - - -= - - - -= - - - - - ------- o>ia=~~ - - - - - - - - - - - - - -/ /<; ~ - -_ = -- - - _-_-_-_- - _-_-_-___ 55 -= - - _- - _-_- - _- - _-_-_- - _- =- -! \ - - =====- ===- =======- ===-_-_ ~~~~~~~~~~~~~ =- -_ =~~~~ '4// i/ JaAli @i 1' ht. above~~ ht abo the existing wall. = - - - - - - - - - - - - - - - - -=-- -_=-_-_- - =- -g - - - - - - - - - - - - - - - - - -_ - - =- _ - - _- 5 - - - - - - - - - - - - - - - d - - 0 1Dm 2Dm N Drawing No. 2002(73121/Env/01/26 ENHA NCEMENT FOR AYYANAR KOIL TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Pakg NS-1Kmaoa oTrvrr76, Sardar Patel Road. Gulndy, Charnnal 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON -I Chainage 17/2 Deslgn-ed By: Drawn By: Checked By: Approved By. Date: H~ LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT ____________ _______________ IB-1IE-27. lind Ftoor, Molien cooperatree l_dusinat Estate, Scale 1'500 Abhirnod Ambushivan Bhupeshr SatistrKumrar December 2002 Matilum Roead. New DelhrillO1044 \_-==_--=_--==== _ _== w~~~~~~~~~~~~~~~~~~~~101-673505 APPENDIX 4.1 HANCEMENT DRWINGS (GENERIC ENHANCEMENTS) iP,C " . E. ;FLOW--E.RSPACliP r . + / F L a NaUNTS OPENPOS ZP PAVINGE STONESEiJATINGBOCK PROPOSED FLO_ .NOSEDPAVINTPE C)C 0 5m1 10m (8) * THE DIMENSIEONsS A & B WiSLL BE EQUAlL TOO REATlER- Drawing No. 200o7121#Env/O1Ra GENERIC DESIGN FOR ENHANCEMENT TAMIL NADU ROAD SECTOR PROJECT THANFONGTREEY2 YE3E DIMENSIONS OF TORIREIARMCIOSES * THE DIMENSIONS X. Y 8 Z WILL BE EOUAL TO OR Package - OF TEMPLE RELOCATION 78, SA PR CION GREATER THAN THE DIMENSiONS OF THE ORIGINAL _ _ . P STRUC1URE. Chalnage -Dm Bg bd*n siwly: ONldsy: eWdB i Dat: 11d LEA Associte South Asla Pvt. Ltd. * ALL CFANGES WIMLL BE DONE UIITH PRIOR APPROVAL _B__-1IE-27. llnd Fbor, Mcd,u Copulv IlidSlablEta. OF SUPERVSIONCONSULTANT. Scale 1:300 A'a~ ntui*a SabheI Doutrbe2002 _~fw RoeS01 ew4g73I9100 CONSOlDA1-ONONTHEED-GES = = X X - S-- - EXISTING ROAD EXISTING ROAD *THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Drawing No. 20021731211Env101/10 GENERIC DESIGN FOR ENHANCEMENT OF SHRINE AND POND TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. 76, Sandar_____ Patel__ Road -uny -hna 600 025. Package-7.Sadratloa.Gnd.Ceai6025 'THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR ._____ ________ STRUCTURTHNHE.DMNIN FTE O I I A Chainage _ C Designed By: Dnrwn By: Chocked By: Approved By: Date: IE LEA Associates South Asia PSt, Ltd. STRUCTURE. B-1/E-27, llnd Ftoor, Mohan CODperative Industrlal Estate,~~~~~~~~~~~~~~~~~~-1E-7,lIn Foo, ohn Copraiv Idusill stte OFAL CHANERVSWILLN B DOSUTNEWTHPIRARO Scale 1: 500 Abhlmod Anibushlvan Bhupesh Sa3lsh Kumar December 2002 91-011aRoad73ew504fi-104 OF SUERVIION CNSULANT. 1-01-697360-6 99L05 69IN -Le _ 'iwlinSNOO NOISIAMdUnS 3o *0 U91419/ mNpvo-dvjn418W ZOOZ joqweoea juwn) 4sRes qsedn4a ue3IqsnqwV pow149v 00S: I ales lVAO'dddV dOI'dd 1I-IM :NOO 3g TIM S39NVHO TlV. '(e49x3 18yzsnpuj oA4euedOOD u040VVW 'o Pull'LZ-3t4-f Pll *ltd elsy qlnos seaejP°s~y vs-i V31 o :eB :R9 peACJddV AdP)°S:4g pMeua~ij~ :A8 Lw~ POISQ -a 9 8tI lVN191dOO 3H130 SNOISN3WIO 3H1 NVH1L 31V3N0 'dO 01 lvnD3 3S T1lM Z A 'X SNOISN3WYIQ 3H1. 900 009 ieuueLJo Apu!nE) PUO8 Red LPJBS 9L 10r 'SZ0 oio3 euaD (ivs po,dn(aVNze V_ *epuNVeV3 JO NV3NVN 8 4N)S(01JN '9 S3SIVW3'dd lVN191'dO 3H130O SNOISN3V41a 3H1 NVH1 iDcrO'd dIOlD3S GVOuI OGVN l!iWVl ONOd CINV 31dWJ31 30 1N3 3DNVHN3 803J ND)IS3G QI83N3S LoLSU/AuLEgCO0 *°N 6UMJ d3V'9S O1 VNIO3 3 Hll S0 SNOISN3WIa 3H1. GMO/AU4UCL/OOZ 'N 6Ul8J(3 3iVHN o 0 oLVfD iv 03 3hiM S 'A V SNOISN3YIG 3H1.. w~~~~~~~~~~~~~~~ A ________________________…_C)====-_=_====_=__-_-_===== #_W _~~~~~~~~~~~~~~~ - - - - - - - - - - =======-__=_====-o (IleM oidweL I BdAI s-u-d - -.- -, - oUlup!pe)~~~~~~~~ -u^dloe -uao -re..w - == = == = = - = ----------- - =- === == == = = - - === == - - - =- - !0443S~~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~ - - = = = =--- ----- - -= = == = == = -=== - -==- - == = == = = - -. Z n~~ ~ ~ ~ ~~~~~~~~ - - - -u -3'1 - -== = - - - - - - - - - - - -= - - |~~~~~~~~~~~~ - - - -1> -VU - - - - - - _-_-_-_- =- =- ==== - - - - - -o - - =_-_-==- - - - -= - -= - - -X I ~~ ~ ~~~~~ ~~~~~ -/ - - RL-= =- - - - - -==- - - - - - - - - - - --- --=-- ----==- - - - -==- --- |~~~~~~~~~~~~ ~ ~ ~~~~~~~~~ ~ -o^Du -e -pSl -zdl6 e - - -=- - -= == - -= -== - - -= -= - -====- - - - - - - -0 - I ~ ~~~~~~ ~~~~~ -Lae -3U -lco - -_ == = - = - - = = = = = - - - - -- - - -= = -= = - === - -= = = - - - _\ - A~~~~~~~~~~~~ - - -= - -== - - -====- -- =-=------==-=- .-=_- -_-===-_-== - -= - - I Bullo[e) 6UIA:, =~ql ou | , . ... -U!U- --, - - - - - - - I Ioo'Jas - - !_ I001 - - - - - --A - - - - - - w.x .:..~~~~~~~~ - - - - - - - - - - - - - - - - - - Li ~ ~ ~ ~ ~ ~ ~ ~ ------------------ N V. . . - - - - - - --. - - - - N - - - - - - - - - - --… .. B B ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - - - - - - - - - - - - - - CLedA.UOuWed opui- --g - - - - - - - - - - -e - -(O--9d- - - - - -U - - - -d - - - - -…-- - - - - - - - - - - - - - - - - - - - - - - - --- --------…---0 - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- PROPOSED DErORATIVE GRILL WORRK S W ,6WDx \ \ < R 2 s ~~~~~~~~~~~~~FOWRNG PLAT S- Lr-NSOLSTONE Nm 10m ; THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Drawing No. 2002/73121/EnvIlO127 GENERIC DESIGN FOR ENHANCEMENT OF SACRED GROVE TAMIL NADU ROAD SECTOR PROJECT *THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Package 76-adrPtlRa,Gud,Ceni6005 GREATER TI-AN THE DIMENSIONS OF THE ORIGINAL STRUCTURE. Chainage -DesIgned By: Dravwn By: Checked By: Approved BF: DaeS: K9 LEA Associates South Asia Pv.LtUd. * ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL _ B-11E-27, llnd Flroor, Mohan Cooperahvr IndurstrIal Estate, OF SUPERVISION CONSULTANT.Scale 1:100 Abtrlmod AmbushIvan Bhupesh SahIsh Kumoar Deoambeir 2002 Mathunr Road, Ner DelhI-i100o44 OF SUPERVISION CONSULTANT. 91-0114973950-5S~~~~~~Y STONE THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Drawing No. 2002fl31211Env101128 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. _ INCIDENTAL SPACE IN FRONT OF A TEMPLE 70, Sardar Patal Rosad, Gumndy, Chennai 600 025. Package2- ' THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR GREATER THAN THE DIMENSIONS OF THE ORIGINAL Chainage -DesIgned By Drawen By: Checked By: Appraved By Dale: IIS LEA Associates South Asia Pvt. Ltd. n f gB-I/E27 ld Flo Mohan Coopertive Industrial Estate, ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:200 Abhimrod Ambushivan Bhupesh SaklsbKtumer December2002 Matiur Rod, ew eIh-1104 OF SUPERVISION CONSULTANT. _L _ - - - - E - - - - - - - - - - - - - - - F n - u S x -- - - - - - -O - --D- - - - - - PAUTRE a3nac >2 . Ss '' fiP ~ +| |; z- --= - - -=- - - -=- - - - - - - - - -:.r~~~~~~~~~~-- - - - ==-- ------ --=--- \~~~~~~~~~~ - - - - - - - - - - N O D T O O F - a _ = - _ | \FSED POUDWAL l l .......................................... \PROPOSED COMPOUND WALL FORFPOND '-ISTING. ROAD ..............EXISTING ROAD 'THE DIMENSIONS A &BWILL BE EQUAL TOOR GREATER Drawing No. 2002fl31211Env/02133 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECT THA TH DIENSONSOFTHEORIINA PRMISS. Package -MOSQUE WITH POND 76, Sardar Paetl Road, Gulndy, Chennal 600 025. * THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR _______---- GRETERUTANTHRE. DIESOSOHRGNL Chainage - - Designed BF: Drawni Sy Checked By: Appmvad 3F: Date: II;9 LEA Associates South Asia Pvt. Ltd. -LL-CHANGES-WILL- E DONE WITH -RIOR-APPRO-AL --1---27, lld Floor. Mohen Cooperative Industrlal Estate, OFL SUANERVSO CONSLTAB DNEWT. ROAPOA Scale 1-300 Atihlmod Ambuetdvan ehup9esh Setiah Kumar December 2002 Methuna Road, Nevw Daflhl-110044 OF~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -UEVSO -OSLAT - - - - - - -- -- - - - EXISTlNG PALM TREE !.' 4-. X C)/ "-' sto ~~~~~~PAVIANG TYPE 2 * GREEN ENCING PROPOSED CAR PARING * 9 PAVING ~~~~~~TYPE I _S ~~~~~~~~~~~~~~~~Z 'THE DIMENSIONS A & B WILL BE EQUAL TO OR GREATER Drawing No. 2002f73121Ewnv/04 | GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. TEMPLEANDSTOPOVER 76, Sardar Petal Road, Guindy, Chonnal 600 025. Package TEPEADSO VR * THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Package GREATER THAN THE DIMENSIONS OF THE ORIGINAL III STRUCTURE. Chainage OM - Digna B D _ C By: j v sy LEA Associates South Asia Pvt. Ltd. B-1/E-27, llnd Floor, Mohan Cooperative Industrial Estate. FALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:150 AbNlmod Ambushiven Bhupesh Satish Kunra December 2002 MatihuRoa d. New Dslhl110044 OqF SUPERVISION CONSULTANT. 91.011-697395G-65 / 3t .......... , PAVlNG TmPE 1m *~~~~~~ ThREr DIENSIONS &..... ,, WIL BE EQUAL. TO OR GRAE Drwn KNo. 2027321Ev0 ____IENIN _____ ILBEEULT O _____ _________________________________________________ - STRUCTURE.~~~~~~~~~~~~~~~~~STN Y2.. L HNE ILB ON IHPIRAPOA Sackale 1:20 Sandard Pnbsre hpsrStshKta eebr20athur Road, NeuDlny hi-i a 1 0044 25 OFRSUPERVISION COE DIMENSULTANTS OF-P THE 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~FOW UERVSO POSLTANT.S....9-0167905 m ~ S s SPC PORPA0N z SPACE FOR PARI0NG A_RIND TREE Q10 m N THEDIMENSIONSA&BWILLBEEQUALTOORGREATER Drawing No. 2002/731211Env1W47 GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. ROAD REALIGNMENT 76. Sardar Patel Road, Guindy. Chennal 600 025. Package -RA ELGMN ^ THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Package GREATER THAN THE DIMENSIONS OF THE ORIGINAL . __ STRUCTURE. Chainage - Designed By: Dawn By. Checked By: Approed By Date LEA Associates South Asia Pvt. Ltd. B-1-7, llnd Floor, Mohan Coopena0ve Indusbla Estate, 'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:400 Abhbnod Ambushhan Bhupesh Satish Kumar December2002 Maa Road, NFw Delhoi 10C44 OF SUPERVISION CONSULTANT. . 91-011-a973950-55 STEEL WIRE 4,83m 4.83m 2. R0 l l o~ ~ ~~ ~ ~ ~ ~ ~~~~ ~ ~ ~~~~~~~~91°g 5 3m l < > SAND FILUNG FPOND COMPOUND WALL FOR TEMPLE GL | D6m (NtTo. S.lW) CHAIN FENCING 2m SCALE 1 100 I F~~l~ 4.72m 4-75m 14.46l POND COMPOUND WALL FOR MOSQUE MOSQUE COMPOUND WALL Om To Scale) (No To. Sae) SOS~~~~~03 _I X FRONT ELEVATION SIDF_ <, _ V'A-noN_ . T FEAS6A I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~E3 IL 1X:::l--S 1|.l3k EXat BARBED WORE FENCING E 3QARD PLAN NAME BOARD (01To, Ede) (N T. S.. Drawing No. 2002f73121/Env/01154 DETAILS FOR GENERIC DRAWINGS TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. (COMPOUND WALL) 76, Sardar Pats) Road, Gudndy, Channal 600 025. Package(CMONWAL * SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ I APPROVAL OF SUPERVISION CONSULTANT Chainage - s)gnod By Drawn By: Chocked BF Approved By Dei:M LEA Associates South Asia Pvt. Ltd. B-1_E-27 End Floor, M(Iotan Cooperatwve induslrla) Esotae, Scale (Not To Scale) Abhlmad AmbusIhIVJ Bhupeash Satish KurIar December 2002 Mathumit Road. New DeIIhI-I110044 ____ ____ ___ ____ ____ ___ ____ ____ ___ ____ ____ ___ ____ __I_ ___91-011- 973950-as LAERT PAIN (Ty11p1 1 1 BRICK~~~ PAIN (Type 11 IWEZLZLZZZ 1ZE _ _1 Zr LZZEZLZ 1 IIZL ZL Z0E)DZ R3 11 j . . . . . . . . . . . . . . . . R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .L A TO NT P A V I N G ( T y p e 1 ) . . . . . . . . . . . .. . . . . . ... . . . . . . . . . . . . ~~~~~~~~~~~~~ . ~~~~~~~~~~~~STONE PAVING (Type 1) '! !'' .,':......!...... ................................:::..*:::' ::: ''--:: :::: '' ::::::::::::::::::::::::::::::::::::: STONE.... ................................... STONE PAVING (Type 2) O0 5n IOn Drawing No. 2002973121/Env/O1/55 GENERIC DESIGN FOR DETAILS OF PAVING TAMIL NADU ROAD SECTOR PROJECT ' DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package 76, Sardar Patel Road, Guindy, Chennal 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage - basigned By: Drawn By Chdckad By Approved By. Date: MM LEA Associates South Asia Pvt. Ltd. _ i B-1E-27. llnd Floor, Mohan Cooparetive Industial Estate, Scale 1:150 Abhlmod Ambushivan Rhupesh Satish KIumar Dcember 2002 Mathirum Road. Now Delhi-1 D44 _________________________________________________________ Bi-0i 1-6973950-55~~~~~~~91-11-693950- APPENDIX 4.1 ENHANCEMENT DRWINGS (MITIGATION MEASURES) R.C C. (M20) FINISHED WITH 5MM THICK M.S. LEA FLOATING COAT OF NEAT EMENT 100 350 675 ,50 ,, SLURY SLOPE 1:40 DRAIN R.C C. (M20) ~~~~ F ~~~~~~~~~INLET PIPE 100MM , dV I ~ ~ ~ ~ ~ ~~00I ,ul svvvvvvvvvv v vvvvvl - |- *.) BAFFLE WALL 250 MM THICK BRIC-- | RAMMED BRICK BA T v WALL IN FIRST CLASS Sf - ~~~~~BR!CKS IN 1.4 CEMENT I~ MORTOR _ 75 00 +75MM THICK R.C C (M20) BED 50 100 50 50 50 RAMMED EARTH 50 SECTION A-A AS PER REQUIREMENT SECTION -B-B SLOPE 1:40 1575 m DRAIN WITH A SLOPE OF 1:40- FOOTING LiJ 0 ? ~~~sLOPE, 140 BRICK WAL /25 ° 7/ 5 w- B 100MM 0 PIPB fn ~~(1L 0 M.S. LID j- ~ ~ LABAFFLE WALL ~ 1 OIL INTERCEPTOR W ROAD SIDE DITCH 1375. KEY PLAN PLAN OF OIL INTERCEPTOR SCALE 500MM 200MM OMM 500MM 1 000MM Note: At locations with significant inflow spacing of 100mm will be provided b/w inlet and first baffle wall. At other locations, 50mm space will be maintained. NOTES: Drawing No. 2002U73121/Env/01156 OIL AND GREASE INTERCEPTOR TAMIL NADU ROAD SECTOR PROJECT 1) FOLLOW WRITrEN DIMENSIONS ONLY 76, Sardar Patel Road, Gulndy, Chennal 600 025. 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package _ 3) SITE SPECIFIC CHANGES IF ANY, Chainage - - Designed BF Drawn By Chocked BF Appnoved BF Date: Km LEA Associates South Asia Pvt. Ltd. TO BE MADE ONLY ON APPROVAL OF THE ENGINEER B-1/E-27, llnd Floor, Mahan Cooperathre Industhal Estate, Mathura Road, New DelhI-1 10044 Scale 1:20 Athlmod bibeIa hpa aihKna eamir 2002 91-011-6973950-55 - SLOTS 100MM C/C SUPPORTING MES I - ANGLE FRAME A GEOTEXTILE MIRAFI O 140 N OR SIMILAR - M_. ANGLE APPROVED MAKE- 0 x 25MM X 3MM) ~~~~r) ~ ~ ~ U C g | 1 & B > 1 1 tEl s 1~~~~~~7 C ELEVATION SECTION A-A GE[TEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE GEOTEXTILE MIRAFI- 275 27a | 140 N OR SIMILAR M.S. ANGLE APPROVED MAKE 2mx25 x3m ANGLE (25MM X 25MM X 3MM). 1 I I I ASUPPORTED ONME (25MM X 25MM X 3MM) BINDING WIRE 625 THROUGH SLOTS PLAN DETAIL AT A NOTES: Drawing No. 2002173121/Env/01/57 SILT FENCING TAMIL NADU ROAD SECTOR PROJECT 1) FOLLOW WRITTEN DIMENSIONS ONLY Paca| 76, Sardar Patel Road, Gulndy, Chennal 600 025. 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package - 3) SITE SPECIFIC CHANGES IF ANY. Chainage - Designed By'. Drawn By: Cheaded By. Approved By| Date: | 1 ! LEA Associates South Asia Pvt. Ltd. TO BE MADE ONLY ON APPROVAL OF THE ENGINEER I I B-11E-27, llnd Floor. Mohan Cooperative Industrial Estate. Scale 15 | Abhlmod Ambushivan Bhupesh | Satsh Kumar December 2002 91-011-6973 50-,55 1000 DIA. COVER 2100 FOR INSPECTION - 50 R.C.C. SLAB M-20 o _ _ --150 GRATING BRICK BAFFLE WALL-_ _225 BRICK SLAB 225 x 300I ll I 225 xF 300 - 100 CC SLAB M-10 Li x j | " PVC PIPE 2000 LONG o o t W --- VERTICAL DRAIN WELL o <1: . AGGREGATE o - GEOSYTHETIC FILTER FABRIC coD - _ (2000 BELOW THE BOTTOM OF THE CATCH PIT) CROSS SECTION A-A VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS 1500 LO -L 0 0 BAFFLE WALL CDl_l SCALE 0 0 BAFFLE WALL -------------___ _ PLAN VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS NOTES: Drawing No. 20021731211Env/01158 RECHARGING PIT FOR URBAN DRAIN TAMIL NADU ROAD SECTOR PROJECT 1) FOLLOW WRITTEN DIMENSIONS ONLY 76, Sarder Patel Road, Guindy, Chennal 600 025. 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package 3) SITE SPECIFIC CHANGES IF ANY, Chainage - l Designed By: Dramn By: Checded By Apprrved By Date: LEA Associates South Asia Pvt. Ltd. TO BE MADE ONLY ON APPROVAL OF THE ENGINEER _ B-1/E-27, lInd Floor, Mohan Cooperative Industral Estate. Ma___Cth Road, New DelhI-1 10044 Scale 1:10 Abhilmod AmbushIee Ehupesh Satishr Kumair December 2002 91-011-0973950-65 Traint iNadui Road Secroo Protect Appendic,,s to Enovionoa,,nul Nf(nitgeroocot Kin TN'RSP 01 Appedix .2.-BoQsand Specifications of Enhancement and Mitigation Measuires -1-t No.tm__ Ui'ti Q.-...ii - ' ., - - - ~~~~~~~~~~~~~~~~ 0~864 4.2.1 Bill of Quantities *t 7 t -o 33' ,t2 4oo c/o-h gott coc to acooto bo., 3' Table 4.2.1:Bill of Quanitities for Specific Enhancement (SE) of Cultural Property, TNRSP 01 9 'I ,2 1 3 Hl,, cro0pI\t t 29 01 R-ot No Ite Untt Qo n ]I I G-,,eo ret--g 3'0' hoohRqtt2 7 SFE 01- T-nptr -nd T V Room, Km 2/0. Arco t Ar-. (Dog No 2002/73121/E.c/01/01) a ';tfIo, 2 hg - - ((cd,,I[ Kq tt 95 SF 06 T-npie K-. 10/4 PoInt to Cho-g-m (D,cg No 2002/73121/E-t/01/07) 2 tecr,cg - lope I F Nd Nt~~~~~~~~~~~~~~~~~~~~~~~"' 23035 I tIocct3- tops tI, t40 I, 2,o-oe2 qN 2 , eCeeof`oo-g 30" hogh t16Nt 63 4 C.o,t cR Oi-o,,-o _____q \Nt 41t Pi,,,o"bh Sqj It Ih g' N. -0 I 1390 -c c-, cctt-,e 1 4 ;,31 3 40 2 4oo C/C oc ot goi r o,eo(etoooo Wh-c -, o-g ( cr t--r eCt.-) SqMN 2 403 6 Nee toe. NtZc2 6 tto,02 -octoc-h ,pp-o-d so othee- co-m p-t SqMN 2 40 7 FI., -cot Ptk,oo t1t6 9 SEF07 Temple Km 47/S PolIte to Ch-og. (Dog. No 2002/73121/Fno/01/08) o Goos 1`oo-g 3'0" h,~'h IO ot9 15m - eoo platt, t 4 'Sq 101 C, 22 SF 02 - Temple .nd Pood, Km 3/a,Actt ee (Dwg No 2002/73121/Ettc/01/02) W Nhoc otbo (30.' -oOt -ctt) sq 1 7 20 1 t-o.,oh o -oo,,toog the edg of the p-od Nt1 35340 , Ptt--og 2 --ot -ht cppre-d e ,eh-cr,c -oo- poto Sq NJ1 7 20 2 Sq M 4~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ C-cp-ncd toolI opto 3' ccogbt,-th ,oemdcbo1, poli-t opto 0' htght FRN 3350o 2 1-tootoog - to-pc t Sq Nt 3~~~~~~~~~~~~~~~~~~~~~~~~~0 40 ,2 4m c/c ,ttch gtl teck t tpc6ctc b-c 3' 3 1tooe-g - opc Sq2 9040 5 C, e ro loctg 3'0' htgh RO I 104231 4 15m coo lte S34 Ni t I 52 6 T--rtd I m.e 5 OboecbtgSq Nt 7 Potm fre No 25 6 2 --ot ot-h oppecord t-oh-ct, -oo-e Pot Sq4 Ni 3 76 5 PI-tfo- 2' lh,gh Sq Ni 9 05 7 Compo...d ..Ittopto V he,ght -cth tottmdtot bitch p.tc- open t' hc,ght R 101 0010 SE 55 T-mple 134/S PolI.e to iuonooo (Deg. No. 2002/73121/E-v/01/S09) _____ ct 2 4m c/c o-oh toA3 ,o-or to ,pccit-et for 2' 7-- 'y ISMi ( Note Pro-co R C C Jttoy of' opproord d-tg cod -kho throct,-net 23 - dT .1 -ohe--teto-o d -th -ot rod,- -uppI cod ---ttO 00 the~ ope-t 3 Plont-g thee, ho 3 pr-cidd ont tho g--oe Cor Iototg o-ho 6-m mrd hot I" tong on ____--g____ -_R_____48____ foo- cto ot cht oil, cleond. b-ohed ted oppihod -tc otf pet-er 4 G-. fer -gp 30lhcotti 100 coplete oook, erctd 1.ctet,eee be oc-d ho' o-etetg the otnit oti ooe Genfecnh3"hg for 10 doo (2m . S Sm) 6 Con-tet 1P--- N.e1 S T--trtd Tre No._______________ 9 Sheobs RN] 47 00 SF 09 Te-ple no Rooks 93/4 TenomlotoTi-ukko-tlii (Drvg No. 2002/73121/Fo-/01/11) _________ 10 Fboo'--tg Ptont R Nt 32 00 t Deco--to ~t-ot Rrcti20g ItI Gee- Feo-g 320" h,gh 16 Ni (- -T52 00 - I _ Ch-t f-nc-gR 179 12 Pbttf-r 2' hogh S;q Ni I376 3 17__ Pl-etog - Type 2 S 10 13 Redc. ooSq--I0 4 G-o-d c-cc Pl-otlottoct 13 SF 03 Temple Ft. 13/1-13/2 A-er to Aron (Beeg No. 2002/73121/E-o/01/04) 5 Concet F.-otN.r7 I Pbo-rtg - NottSq Nt 7306 0 Stoor Ch,ppoog S M1 2 Ploortg - T,pe2 Sq 31 -6646 7 Gree feo-tg Y0" htgh R- 66 3 C-mpoond -t1 opto 3' h.tgh,t -te oemh tr br1,h ptttot pto 6 hetght R NiM 27 00 SF 10 App-och to Ch-rch Km 22/6 T-kk-h-ntie i Eloa...o -(Drog. No 2002/73121/FE-/01/12) ot 2 4-i c/c -cth groll ootk to speetb-- bhcoc 3' 1 Eotthtcork Ecc--t-,oo, 19 4 Poim Iron No 43 2 r,tttgto f-cdo...ooecbotr-cot 1,trh -tO., -oeqoo-doo-oeey- r C.M Nt 312 0 G-etr fenong 3'0" hogh R Nt itt 00 --ordtog 20 cm 0 Spt t-odt,,g --tttg, pkbog. --oog cod SF 04 Pond, R., 3/1, Aec.....o Point (Dreg No. 2002/73121/En-/01/03) ....oth,trng I lote-ep 2 -Sq Ntm 0-000 3 Fotloo ott f .. dot- coc b-cemet -eth --oc c-d , ecq-ted on ta Ot 0 Co.I 0066 "cccdtg 20 etodepto,teotg tcog pohoog, -aoog cod I C-npo..od ot11 opto V hcoghtocth toemdoebr-k potoe cpeo I hc,ghbt tN 96 00 osotrg cr 2 4m c/c -cot 1l -Itetot ttpc-oicton- Coo 2' Note Pe--,tt 0CC otto ,F cppro-d d-ogn cod o-ch. fibtekoec 2 5 4 Pro-,dog cod 1-0,0 --met --cet~ 1 4 0 . 03 -ee-cnoedo,h tn od- pplo cod etc etott h teo5 F-ritctt beek o ot n ccekoto C.MN 0064 p-o,c 00,01 toot-h igc-o- t-t te-og c-ot, 6- m .d~ b-r I" 1-0 o 6 For-tlt b-1,h ot ot opro kett C. Nt 2 16 four s,dt of the otto o-od. hb-soc cod oppltd eco-a of' pt--r 7 13mcrctptctcc 14 S t19 62 e-pktet ook. -rcetd Int, o re obe eutd b1 ot ct,ng the toonr o-th otto -htotbn oth tom -0 o- t-kt o-h 3cr moeect,, Sq Nt 1962 for t0 Sno (2e sO Sm6) 9-c-ttd ottttbopoe snhte ooe poto Sq Nt 136 3 Poim T-eet No 1 4 SF 15 Te-ple, Km 30/S Ttekk-ont- to-F ..n.t- (Dieg No. 2002/73121/E-v/01/13) 4 G,- f- R '~~ ~ ~~~~~~~~~~NI 40625 I Stee - GettIt Kg 340 73 5 C..-ti, F,,-- ~ ~ ~ ~ ~ ~ ~ ~ ~ N 62 F)to...o5-To'pe I Sq Nt 37 00 SF 05 T-npk Km / ..,t hg (Ding. No. 2002/73121/E-n/01/S6) ______3 Flo...og - Tope 2 Sq Nt 11 00 1 1 11, ~~~~~~C..'.W.U.. ~ ~ ~ ~ ~ 1Sq NiM 105 00 4 Pee-c tt-ocr- castot oert oo eroo--- te - td-o of1tote 6hmI No 26 3 F _______________________________p_____2_ 1Sq Ni ] 246000 5 Sh.dtog Ttce No 6 _________________________________________4__ Sq \t 20 16 6 G-don Cooe 5qm 30 lm O F,bmary~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~eecr 2003 9110 1 199 suld Iuooo1 6609 19 3 9091~~~~~~~~~~~~'Ol I9 -1 , OL 1" 0100 old. ji, p.I.d.ooD1 c ooot i bS [ od.,j - UO..OH, I (Z9/I0/"'3/I99L/ZOOZ 'ON 20-G) -01III~ ~ p.-OOsi.'.tf '9/11r sM 'oId--J. 61 as 69Z, 1 ) I odll - Ooo9 (0o/I/IO'//5ZTIL/Z00Z ON --(I) 130q0 p.. os Oo.osf oilool -"dP-I L 9SIs 9919 19 II 90~~~~~~~~~~'-q~ 1~,, i11l001s0010300071 9 9~ 9 oooi od1013909 pU32 011009pod o0poDU0 91 It t I9,h i jS1100100p .011 .0..110 .. -1 L uir os K t 1~,bs 2-,.Lj ~ q-p.q-9 1,, j-q . ~p,, p .. tIUOUld SI02 1 90 zi 0 N ID II. 1.1put OLIp-UU0J~ 'p-190 p-IOOA Sp1--q pdop .1 UpOI OuS.lp-OoO 977 19 oo-9d 000099L 0 19 0D 910-09130 I 9 ON 00-j Sf00000 I9 PoIo~aIz£/ozO o'o I\I9551 01hso 011 5/9 -4153 6 1a O091 1\ d ,2~ , I[i1I ,-,q, .d lN 003 p.od-p014 C -J9 9 9 ,197 ,0101 6 C9011 9~ bS I 11321- 000.00. [ 70 ( \ t aVqqi.-p 90109 4 uop-,O99Od 01, 930011q 0 9d110 / Up.d-: 9 I N' oo ~~~~~~~~~~000 p019 9961 19, b9Ol0.o013 6L ~~~~S Iv bs Z,d ~~~~~~~~j - C IF9 19, "9 I I odij - 001..0. 9j (5Z/I0/-H/IZICL/Z00Z --N .,9-(I) --,,Tj O) -(go/oZ lq1/0/0331zIL/959 N .o~ 301193V01 13553111190 '001091h O a N 01 00 LZ~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 09 01113l301300 W 'd .......~~~~~~~~~~100 pOOolO 01HS 1 11 ~' - lDoI P N jp~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~99 93) 101 ('N "'.-D ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~(LI/T0/-o/IZIf/Z500Z -ON 9.S)315590 03p010O0N'/ 3 '013d131 01 30 IT LI g _Od~~~~~~~ ,,Il.d 1,.q .,dI 11, , pOI.9 OOOjd91110 -01. 7791 9 19" 9 Z903I 96713l90l9 _________ 0 9 `N23 1l6010 II-) Si ok_ _2 _p__s II ...1 0211 o921 l1 03' Ill- "Ni Q I9230 (CZ/1G/.'03/TZI9L/Z90Z ON 0100) USOOp910 0 `lp1O'P U50--f9/ZIT ~ OI,IPPSIg 073 97 6 911 o2j-Ol30, (t-I0/19/.03/IlIPL/7007099N02) 22-5P-01315'f ll 10I109" -P59 ~3LL 1 0N-U1 11m 50 01 6 01 .12 l...l1 ''I I I 2D9191~~~~~~~~~~~~~~~~~~~~~~~~~] 0013911 P00'6l 111)1299 110101~~~~~~"iod on'sprll1,,;,~jlwj Trorci Nadi oRwd S-OO- P,ojocr A\pp-ndic- -o EiX-irom-enr,d X\L-rg~,emoo~ PI0 fT\ IS P 0 I Table 4.2.2: Bill of Quantittes for Generic Enhancement (GE) of Cultural Property, TNRSP 01 lions No.tmUi uttt Unit Qiollisl ] ~ ~~ ~~ ~~~~~~~~4 IF g 311" 48 3 GE 01. T-pi. (D, g E-104/38) ~~~~~~~~~~~~~~~~~~~GE 00 T-mple nd S,.po-rc (Dog No 2002/73121/En1/04/46f) 171 ......... - hp~~~~~~~~~~~~~~~~~~~ 2 260~~~~~1171 IlOlIrlOll.. 110. I 31 60 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~3 ..... I, bkp1a 4 T,., 1,11- p,.) 6'h,,ghr.-, Rm M ~~~~~~~~~~~~~~~~~~~~~~ Cop,cd .111111 I 11l'1 111111010101 b1l.3111. 3.1I 3.31111 31*0011 2 40, c/c 1gIt d 6~l I11 lIg1OI.t110l ' GE 09 T-mple 11lo-tl- (D.g N,) 2002/73121/Etss/01/031 3 1ocn15.1IOIgIIOIIOOOS 0 i I H- )l111Io- 1130 I.1 ,I 111 M 36011101, ~~~~~~~~~~plIlll N0 Ill l.11011.odls..1. NI, IC.~~~~~~~~~~~~3 11,-, ,,., z , 'l 0 IlIcotro3 3100112 slIlor 63~~~~~~~~~~~~~R\1- 16, II CC1Ig II 01 11 481111 1 1~ 11.1.11 1.310101 I high vIl \1 311110 1101111110 h,11 11311 6 1 GE 02. T-mple -vt, Pond (Dsg No. 2002/73121/-E.v/0l/I15_____ oorr lrlor o1 I .~~~~~~ ~~~~~~~~1,I M1 2196 II , -T ', 61' 33 ;4 Table 4.2.3: Bill of Quantities for Tvpical Enhancement (TE) Elements 4 C-mpo-d 1.II ,p,,, -H, b-k11.I1.l1..010 pdl-ir Op,, 11101-1110 1613 1 III6 ,d -0, n, .PPI1 -d ffi~~~~~~~~~~~ pr., id~~~~~d TE 0t Coinp ..nd Wal1 - 1 Hetght (DOrsg. No. Z002/73121/E-t/01/S4) for 2 4 inlegth .11 g,,,-, f., I.-,,g -I, 6- - .d li,,~~ I" I-g - F.., ~I&, f I E-rh-vok Excovorr- Co.i 0138 5 ShAi,,g T- ~~ ~ ~~~~~~~~~No 1 0 C01---k01011 4 8 CoM 61 04 6 rl., -ng pl-, R~~~~~~~~~~~1 61 136 4 Vem eo>goe ee mxI1/2 3) Co 61i 30 7 Geocond coe q 61 3309 40 0 E115 clo- beck 110,1k fot01101 fo-og ,, C3 I 5 Co 61 30 0 GE 03. Shetneo-th Petid (Dss,g N.. 2002 73121/Etv01/10) ____ Foot coss beck 1101k 10 sopor-t-,C,r obov- b--,:on 0I C6I 103 Co ' 31 2 I CE-hlI ork --nAodoioo along rho edges 1 110d 103hk sides t--lild-s R 61 12 7 r-.coo R C C 10111M 3 the edges -nd dop-to of s-plos e -ovse ,olIhie o lend of SUm ___________ 1 Sq i 12 5 2 Flooe-g - T,pe 2 R M63 40084 0 0sin0001poll1 q6 5 3 C..P . s.ot oplo 3'. Yhight oitS slmdli- hsk p,11-1 opso 6' hes,gke s R1 M 12 --- WXhre-shsng-d lib- nie11-1 Ivok-th 3e-snore onssq 61 2 54 2 4m s/c, 0111 ger,l o-k to sp-cli--nO okov- 3' 10 Porming 2 Iool 10111 oppiored .-sIeeone p-so SqM 31 204 4 Plonoeg Isees- sh,,ds,g ...r, (T--esd) . Noi 24 11 AXppl,iiig penig 000 end eoon-of s.oII poles 01 RC C Jollo Sqj 31 1 32 0 Gece f-ole 309ih13 412 12 Elbbed to nZI,e1 foerroocmes Kg 0 40 GE 04: Sac-d Geone (Ding No. Z002/73121 E-e/01/27) Tb 02_Topical Compoon.d Wall fr Temple (D,,ng. Nn. 2002/73121/En,,/01/54)f., 2.4 in-eg-th_______ 1 Eoetho ork Eorovois. Co, 61 3 113 1 Sonhook Ex-o -no C.M 61 338 2 Sto-e1-G,,s Kg 242 20 1 Pln efOdOs o oese 11 vrbds cord1 vnnteceig2 a3 0 3 Flo....ng - ooISq 6 4 32 -011 de,pth -ncldreg Isng posn,01110 o coo-okd-ng 4 R.,octsg plon- RM6 4800 3 RILkeg,,, foo.. d-oo od bs--ro oakd q-a Soot s -eqI-d in oven no-ecedreg 20 Co 311 10 5 Grone cove STq 31i 4 14 rins dope11 -ldI,,g --oeeg, poLong, so ,son ond coo-obd-ng GE 05- M-Itq- 01th Pond (Dog Nn. 2002/73121/E-o/02/33) 4 1 143 Co.,1 30 4 I f.-rhss-k Co 31 66 39 0 bomshoe 11--od(cvl-ox lYc 3~) CoM 61 08 2 Flor-g - T,p,, t q31 40 6 Fot ons hock conk fr rolomo foo..egin CM I 13 Co, 61 05 3 losg- T,pr 2 Sq3732 I R,,t clod heck ovork so -opro -socwin sho- bonoo i CM 1I 5 CI,c 61 59 4 Comp ... d -100 OpO 1 helghll -t111 -111d11.- brIck pr11- opro 1' hrght 01 R 61 -l 2013 2 40 c/c lsidS 001 -vok ro p-ipc--oo for" 2 Stl-Cello d Kg 3333 NOTF Pr--oli 9CC 0111 of IpprOC dcs-g- os ek, sh,r,koc- 2 5 9 165 me -e-to ploS-e 1 4 Sq 61 6 00 sohor-r.....loso-d o ,s 114. -OPPI, -d510111 1110 ,p-,,og pr-,rdd 1.1 -3losrrseg -h ilk k -o0001 e I ik, 3 Memb001 q6 6 00 oils- -I h gr-v- o 0113i 6mm -1 ,od b-11 I" I-g..31 foo..do, 1I IllII-igf 001011 -h roo ,Iflh-c,v --om p- SqMS 6 05 06,,,) ~ boorn icllOi ok 1r(o Sdoo(m19 E Ribhod 101 stoo foe rb-or&,,olclco hng, blodsng osd plor,,g,,, p--iion Kg 0 48 7 C-p d -H ,. h,gh, f6(1 16 61 1 332 cos,ploso ocrk ________ ______ 6 pl..ti.g ~~ ~~~~~~~~~~~~No 8 TE 03 M-sni- Compo...d Wall 2 -n he1gh, (Doog No. 2002/73121/Env/01/54) foe 2.4 n length tI."i,.g pla.m R~~~~~~~~1 M1 224 .Leh k Cx-ooo- Coi 31 0 38 0 dq 61 13 Sf-d- Plkeg,f .0 fodo,,i- od -oeossd, 11-0 sed on, rq-rd io loyr n-t --cedi,g 28 C. 31 506 GE 06h Spa .~ -t Ra R- eg net (Dreg No O 73121/E.,/04/47) &p___ m nd,pt -elok,gOo-rOg. polk-g. -oog mid coo-odoon,g 1 Thoed)No II3 ilLe,gro Foo-d-.oeodhobrr--to-ith -.Oslotd roil r sp-frid C. 61 0 10 N.1 4 ~~~~~~~~~~~~~~~~~~~~~~Conced Ico,k 1 406 C. 61 34 GE 0 In ~~c-F,.tfT pIn (Dreg No. 2002/73121/En-/01/28) 5 boo- brl-ogt--d I-ic (-i t I V,o 3) C. M1 0 00 yp~~~~ 2 ~~~Sq 61 47M_ _ _ 16 61 21 03 .~~~~~~~~~~~~~~~ ~6 Mms cl-, b-nc k C.oe foecolel f-oeg,,, CM 1I 5 Co6 005 F,ebnorrns 2003 S-upq--uo put Outmu-u %O,1d uut.qt p.pi q,uup ut mu 99 o -V ID 09, Wiuptt-o t -U Si, t p-ttbtu so p-t --t tp-u tuSt-q pur -otp-nj .t ltmfltq £ Ouuuptl-uu put Su,,- 'Ouuud 'Out-u- lutpn1j- 4rdp turn- ci (1 19 upV I rpuuu u -utu . p-um,tu o puts ut- Sq- -U-tq put uo-p-uj tu 2mqp3 9 1`9 C 19 t99 uftu71-MTuu9tO9 (tS1/1-/u'O119w9/pOOp 0N -1"9I) TI-tS-P-8o -Nut 'd 'S 'N 190L91 tL t iV I'S El~~~~~~~~~~~~~~~~~~put t1do to ii 01 -uudu OtSdptlum -Outp-tq Ouuptu - tuum-d)mt po- --tiu put LI t-9 Ip 19 09 tuul m-u uuqttuputdd N.uu uuuu9 Puu 1 t9p 1 t tt]uuus-uutt ptuudt S9uttu9Otoi 61 I-i- III ttutttct.tu .su ot 9 u u ltt tu9 PLP 19 tp) p 1titSu1d tuututu uuu 91 9[- ID11I11 09-1 I-qt ""I pI" __ __ LE9 I 9099I99u uut. t95uotuttdst tP ut ,tM m-j uo-tpqut-- pu- TMuuum '5ut9ud 'tu--u Vuptt1uu tcfpdu m 09 9 o ID 0 Om .p.uu. .u -ti-ul u pu-tb~ to put Iut put Iutm--q put uutpuu tu tt_t 9 091' Nup Mm -0uu 9 -q -p 9 ,. S- -p c~ to -bu 091 ju .. .. - (SS/oo/u-3/jz19£/ZOOZ uIN Ouuuj) p uuJ, -.ur tuotu iuV-td "'IuS ujutg VT1 911 99t99 tuuuut punom tuttuJ9 tutmup) p 9i-9/ro/~~~~~~~~~~~~~~~~~~~~~'~~'O/1zwc/zoo9 094 OuStJ) tusutti - ptuug0 USUtN dZ OS N3 Na 190911P-9-N d'S d 'NJ, 0 9 06 IV butt-d -uut 9 611 01 -uutttd Ut O-Itd put utputq Out,puq Out,pu1- -t--iiutt- tut 1- p0951 0 9 99 9 v uuut utt J.uUI tutmup [ 00 1\9 tID I Iuu tul pututO -tpt9 tUt0 L 9 0 3 VIDp t, pttu [ I 90 19, ID9 put ,,-- p, tttit-9 pt ttttpuu F0Uj It uj-u009 JO ~ titt 0 - (SE/90tIO/tpttZjL/ZOoZ NOtQ M ~dt1 ISudUUt Z1 31 S-ttpquttu put Otttut- Ou9od 'Ouuutt.u upu1-u tpp mm, 89Z 'N -.-l p~~~~~~~~~~~~~tuttUtitOJ tN' 5-upqu-u- Putt Nutuuti O9td uu,,- tt OuTps-u quip ut mu 6 IV b,,; ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~i--j J-q tz ~~~~~~~~~~~~~~P0 19, up 09 Sutp--uu tuut,l ttt p-itbti u put tutu tjt u -uu-u p-t uuuup-uu ut 5.pj 999 0 10 O)Ott1pD 9O 9 --tttttd m Outu-ld put Oupu9 upu-q Out,p.1,u tttuiut9ut tot ~ piqM3 Ii 991 ]9up) jttttMtttp) I ttttutl ~~~~~~~~~~~tuttu -utti9tttt p,tuuddu 9tt.tt tttttt 9 luttutu3 9El01 l t"q 'd U _____________ to bu ~~~~~~~~ ~~091 J.t .tt J - (SSIo!T3/-gIT£9ICIOOZ t9 Xtu19 I Ud.t1 -irt- 1-ttl 01 31 M (___I______ ttottttitttt It-t 6tOttitqttOttttiu L II I IV1I9N9 C99)uut 9utJ pft i ~I)D(- q -j, Ot I 1 up9 .1ttttIltttItjV 9 )--tutttt,ttu1u -tttt 9uttqst.t. t IP 19' ttp) Jt,tptupp1uu. 'IItI Ou 9i9D .-ttj-Moo utttttt-ttt j.t 9utqtttIu,tt 9 N9qFttt9 tMtt9t, L "d I_______ ((II utuu p.-ts1puuttotqttuuso 99JU Mt5- Oi 3-9 LtS9TO-/-E[/Ipt99/ZO09 Up] 2i-C[ 9 -tutj sD 60 UJ -'N sttttutttptt0 0ttttptt,t~t,, ptt tittttuttttt -Ott9tJ OOtu.ottu9utu1utttpdsA ttt m P9 101 p_ __ _ __ _ __ __ _ __ _ __ __ _ __ _ __ __ _q _ _ __ __ _ _ _ __ 1~~~~~~~~~~~~ ID 1-~~~~~~~~~~~~~~~~~~~~~~~~~~~~90t St- 9 "J (VE/1O/uUN/19I9L/ZOOZ 0N OstGl iiiit lt utdu)tUusp 9 9jt ulOu0-it (ts/10/-ua/j99/po p]Ot uu1t --t9Ou u) Ottput1tg 80031 990 f,futtt. t Ottt-uJ ptttttttOtpt9tp;ttt-otutttt ptut '99I Itt Iu) 9 1119)ttttttuutM .t...u ttt.tit. ut J 1'ptt 9tt- tt) tsttD1 j........ p9t 0 ... tttttttutM t,O tttttti tt tttpM t9tt. 10 oI) ittlituuO'uj((lttttutt]r s,,tp,tuddV- ID50l9t-l Otut pt, P" ~t \.,du K",1d \ ,p1,, nde,,L1 -. t,,lc r \^CI tic ..M r 11:L, j IzS-idrec. ,1I t I Xi tcitr '1 I> I' ll Tahle 4.2.4: Bill of Qualtities for Tvpacal NMitigation (Thl) Elemncits 4.2.2 SPECIFICATIONS FOR ENVIRONMENTAL MIANAGEMENT TOI-OIt 0.1 p (One N, 2002/73t2l/E n/01/56i _ EMP 1.0 SOLAR PHOTOVOLTAIC WATER PUNIPING SYSTEMS FOR PROVISION OF , ___ - _________ _ -__._.. . WATER SOURCE WITHIN FOREST AREAS I i\1 fib 5r. 1'4 _ 1., ! EMP 1.1 Definition ii Si I~~ ) is .5- '.- I A to iii- pI titroyttlitte 551 (Cr puiatptn~~~~~ rsteto ConLs ip r oloa DC/ACkats rfrceinmotto t1d/tubm1ersnbof/auDi/a ulag mimtmrrpum 1_________I_____.,__ I 1 i -2 ie1 ci. c rolel t s e lett rrtneicCc,loc cablest bl t a 0t)-Off * rc atis h d a M irrav 1lLi nted *ii) I1 ,ltnb.IJIC structure st( a L ; | .,,.t1 (t ~~~~~~~~I i .1 ''.1 prit vainof rrac}titg Sroragt- bateies s II tauilt Cei-lrsllietrt part of Ose SPV totter pLtrtpittg .t temI _____ I i''"' iil5l,,, iii ,1 '1" .I;' T, 502 -iS,it .i-, (DOti N;i, 2i002/73l21t/-t _1__6) EMP 1.2 Dut Cvclc N Larl2 ii The Si lir PV \ticr plitripitig ,r ott h ,h(otld p rnod-ld a ott1 mLull of 7 litrcs of w-atcr per na *tof 'N at-mt used \, 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~tO ,'jj,ue _ _ 4 j ic2i. -~ ______________ \, p,r dat unider average dailk solar radiation conditions of 5 3 IK\ \/sq m on a horiyonunril strfacC, frrOtt a rooda , tt;,04.i0,. kc | >25 | head of 0 meres (Suticlon head up to a maxtmum of 7 tmaetres) In case of deep Nl sLhbmerssbtle pLinIps, rhc TNt 03 - RWtisng P, tor Ut.tI Dr.it(D1t- No 2002/73121/E,et/01/5S) w starer rCUlreMlerIt titold he a minimum or 25 iters of t-ater per starr of PV arravr capacittt sied per dav fromi a -____I__________ F 1 i-" total depth of 30 metrrs UCse of a tracking svstern co enhaiice the avaldabilir of solar radiaiota of hIfr de,ired I i .i sco; J-k 2 , In 2 I quanirv of water is permicted The 1 CLUrer of Sl\ swater pumpiuig svstemt is required to specify whether cmhe minlllMLIM water oLur pLit Ls achieved direcclt- or rhough tracking of PV array The actual duration of I | xCg .c\[. ! to t] ] b ~7 ptimpelag of x-ater o n a particu lar das an d the q tianl oF wvater rpucul cla\- 'anu dependllg ollt tilhe locationa _____________ __________________________________________ N e(, . ________________ . season , etc | Th 504-Pit1Luon ohf Witer Stitteet ti-thot F-irest Are- I -hli k\ ., It cil- o 'St EMP 1.3 PV Arrav Capaciev | 2 r 1 rd I Ark It iiil 9Il IlrOt (It' ictk t\ i. titi 7 I 45 R(t f:, 11Si sat | i S2 The SPT Vsarer puwiiping system should be operated ssthri a PV array to the range of 200 vartts-3.000 scats, measured 3 1; 44 under statidard test condatoais. GT Itii.tsaee t teet i Iie,iitsi.d s4itt.| 22. Sufhicient number of modulles to series and partlel swill be uLsed to obtain dae required PV arry- current. soltage and i , i'kl.txnn4 Ili-ilm Bso. 1111)0 .. s-sot I I it11 poster uuirpuPt The powi-er o utput of individual P` modules used tia the MI array, under STC. should be a rtiauimum of 37 \N:atts, ifrer taking due care for measurement tolerances Use of l\' modulies stiltla Iiglier poster output is enacouraged. [N case of thin film solar cell niodules. the specified valsues of ourpur poser refer to lthe pow;er otliptit achieved after Itie initial degradauon EMfP 1.4 Motor Pump Set Followiag n-pe of motor pump sets are permitted to be used in thie SPV water pumpilag systems * Surface naounircd DC nmoror pump-set * DC Submersible motor pumtnp set * AC SLibnersiblc maotor pump ser * DC Ioa rinng ittotor pumllp set * Ant. other n-pc of motor pump set after approval frutal NINES The oserall efficleaicv of the motor pump set at 10 metre total head should be at least 40% and the efficienc.y of the subtnersible moLor pump set should not bc lcss rhan 35° The manufacturer of rlIe P\a pumpLng , ttem till submnit a declaration tha.t thie PV array size has becn selected for optimal matching with thc motor-pLiMp set to gise the desired sater out puIt performance Thee sill also report the orer all efficiencv nf the mrtor- pump set Lised by thlem Feb,u,ii '5003 si|wl Ninth'lajid aiserstti il>Lnt \ppUlendicE>es iii I sn iniiinernl ' [in gilnellrPlan 3 TIEAur-P EhlP 1.5 Mounting Structures & Tracking System li, .trntd nia the o wtanrt- card A cop\ of a lthe eareant card ,sil he pmroeided ro IRl:iDA / StatC Agenci / OtheC lilipleliOctlttnlg C5rgan.ioliiit> asiN rise tlc inyl lac [lie iaasanfaeturcrs ciii alanl prI\lelde addttlronal IinfaJra lla il laiiIirc rIe P,,ti-tiltin.ilcc -fSl'\ NUN loter p)ttrapllg *! realni CIliCCttd Slaler Ile, arnigr.tinc. it is den rIll, ii U' 1,1 itl ;11112n'1 rgt-l lIadt cOIiJIII,Ias It tv-nrralatjC a> lacCes pra trickinjpst-reiaC N[a\ltl.li passic ,iiad clectr-it ir.iLkiag ire peiroitted tli.e PV iaiOdti-e> 011 a, t lili he ilenl llt CiiIIiJC ,trLIcrUlrC1 of atlct tl.Lte >rrcingtih and aapprcoprit5a (IL, tIgllt I Civii eCnl a-IsLti> Lin lIad a mnodluiec nIod II gil II I eCie l\, ciiCllt COli..l.c pliance Of th b INe S s1aCclpfcific;Itiou- CiDilV oF iL[C dia Sheets OF rile [V IaaiidLlies nio t LIMIa Iarri 2)00 k..itt Pclar l te li1 )CpprtE rruuirre used I the plIan llaspliag Ii> Ecias--Ivli le1)b CII gCall aiiicd sets a , ICin iC gil C ag i CI a riCU1.1Its cltalira till nid ci O CN i ma-isial aiid bilank tacraina carcI psas bok for EMP 1.6 Protectionis in.-litallll.lCc reCscids etc ItIl ble supplied iii rie lllaliliaCIteirers to IRlFDA at thc rime Of lechitcail e1lilpailbL aI Nllt A cop\f I1ic drisinrg o f rihe Lipp1a[r >tirLctlrr i Idl al- lac proivided tL tha [II-DA a:t ili tlillC Atleq1lac rlrceCtoia siItI-ild be lincil-aci,.ttri ag.uia>r cirt, lllr.iiilli It lililclr [ilia -n i lilt 1 ltrillCaain lgnigt-tr eif t.llleilp- lieiil 1141 ii liig lilt1 1iiil-&stiiIa i-ll firi[i teet Ci alia I lipenIl cncwliiccri-tili rl altill rCirCLIIli aln rlt-Lin ap ilirin lii uild EhlP 2.0 AIDS AWARENESS HOARDINGS Ili. -ci-viltded EMP 1.7 Other Features 1-f-i iriilg frir AIDS alcaIcriesi i-til bc a> per apecificarich> cif F sail N adu Szare [I>)I (lii rol ,JCiiL e TNSVS\S) go Id relhaac sasicth siLntable fiar DC /AC tlu>c I co be p ipd 11111 r oepCa1a ciI SUiffiCieil rlilgrl of E'IP 3.0 L NDSCAPlN AND PLANTATON C i - caIae iCinkld be p.... tied for ircr-conlioe n biril [ettier thre P acrar alad rh, e til-ilIacp pi-a let I- i lhc fOinn-llng dcetals lh onild hc marked inidelibia on rhic sIOnr ErIcIart nap cc atriC rie ph to1) ra t11t lC tiLiler EhIP 3 1 Tree Plantation * Name of the Nianufacrurer of Disiincrie Logo trec Plaitiaujoi antd maintciaance weid be as per specificancisa of [he Tamil Nadu il r - Forest Dcpartmettt. I I a- * N\odel Nuniber. EMP 3.2 Tree Guards - • Seriat 'Number 9 J An Operarioni Tiiscruccion and NMlaliatenance Ni[anuiab in Entaglish a clric loca lnguagc. t shoIld lie pro,Ided Tree gurds madc of brushlaood shall Ie erected for fast gros ilng species upro a I wirah rhe solar PTr pitiapLiig s.sctns Thle foltosnig miIaimLIIas details moust lr proc ided in the ila anun i Iteigiat of 2 m. Iroa Cree gulards shala bc uunzed for slot- grossing species It shall tI IiI be prepired walth tlhe dimetisiona showsna I the adjacent figoire A 10 gauge weld iL I I * About phato volaiacs meshi shiill be used irouind 10mm RTS rods for begs IL * Abouc solar pump EMP 4.0 MONITORING SPECIFICATIONS * AbOUcu PV InoCul 'ran * -\bour motor puimap t b-EhP 4.1 Enotronmenrail naonionrlig For cnvronmental mauatgement- telvuronnaentail coditions and operanonal performance haill be as per the monitoring plan perestred iti ENIPl * AboLit trackiiig s%-tem Chapcr 3 0 * Clear instrcuorions about mounttiig of PV naodoile EMP 4.2 All reporunig for ett-eronnmeniai taoisitorilg shall be as per the reporung system presented in section 5 3 of * AbouL electronics red In AC mocor punmp sc t> f Ino vte El * D o0 and DON,T's EMP 5.0 SPECIFICATIONS FOR ENHANCEMENT WORKS * Clecar mni rricrioias on rc.culn maul r[eisalace and Iritdllac >Ii c tine .f the puisap lg alt sir n mase I address of the person or Cenitre to 1c cintriacied ini caie of fullac or romnplaint EMP 5.1 Earthwork Excavation in foundation Components and pa rci used iti soar pLiMpilgg 5sirienTis lusclEldlllg the IncMtallic si LriCUecc huld colafiirim to thc EacrmIo(rk Excavauon tn foundactiin trenche, nior exceeding rle speciFied u-tdth up to the specified depth and hi-rng BIS specificationis sehecever stuch specificartiots are aailabiale nd applicable up the excav.ated sold and disposal of surplus excavated soil as directed withis a lead of 50t m The P\ modules xill be owarranted for a aintimurn pcriOd af lil rcars frotit the dare of suippl- and the complete SPYI sostem \leter pumpitng settem ill be sarranrced for a mnilinum period of 2 rCars fcrii.. the date EMP 5.2 Filling in foundation with Sand of Installatiota. Fllhng In fioundaion and basement oith river sand as required in larers liot exceeding 20 cm in depth includiig The wsarranrn card to be supplied br the maitIfacrurer swith the systcm I10l>Ir ciltrain trhe serial ntaumaber of I'V waterig pokng. ramming and consoldatng modules, motor pumps sets. electronics if atam atid the relevsant dares abou hlia aihdi- i af catcall 'I lic full .larne aid address of the contact per,oit(s) fir after sales sert-ice and w5-5rrcatiti and >cr-ice Oibilganrl-ils i'l'llr :alit FePTlirn 2ciOD I lIc earth bcltlv- rhlc specifted area I, ro be rent -td ti a dilep th F I1 vi-i ad well iNatcrcd anld ec,,nsohdared he ,.re EMIP 5.3 Filling x-ith qtuarry duist lihe p,11 tg C(ILir,e I laid thitt rermediire gruis lite CMill \ting type nIf flt-mniig hall be provided a> indicared In rite I-llinig ii totilddatin iiii bilCtdb rit I Midirli qun l>t1- .11 -eluiLreel 11in liverrn i,r cxccdinii 210 cn-, in dlep ii Inicluidinig drawiiig- Ni.aeriig. pi,i)kg. ran-iitig tnid colt> ilidaitig I Stitie Paving wit nuntuolto deptit 1 I nt i enttili,rrtr I 5 2 SIr-etc t,liteka Nelil tilittinlium dpclpi rh i I I II in (Cemeit Mmlon-ar I a EMP 5.4 Cement conicrete foundations and below flooringrs Pr3.10 Finis\Ing I oIks tl ~~~~~~~~~~~~~~~EMP 5.10 Finishing wvorks S -tcinrcir.tttt- tor cliti cnlcmert sha111 bx 'i< peCr \It R I I I sritctriidt-riir td lad>:-tdlrtlee>. Section 1-+>I I(inl iirrk> ilelitg ptlirtng rritig.u ire\i:a>litiri ri-i i I EMIP 5.5 Reinforced Centent Concrete I I tim -i,ni pl.,r,r I 4 (I -t4 -t e) ith Iotc f brick -OI1-> t1c e ,iee Nitil a [inurng c,I it Spccltnllest to r rein i-r ceenlti r.rctc I lti c t b per \otRH ill>peet Ficitictr 'tii Ceu reid, and Iridten l Serir)i ofi biCtL ceilicilt ,ilt 2 tire ' a\l riti\\:llllg Ni ith hactle lac b e do tin uCn ne \ork \i k a it )r ltoe CCOaTi 3 Nuiairng of 2 cir-ir wiii appron-ecl it ihtlietic. eitincl paint rfor mral grills, sreel c[c E19IP 5.6 Reinforcement - Steel Priiniti ciii r aitd- 2 coil[ of 0rall prinit *).Ippr0i-ed Ib raid 1itstie.tfictLurc atild colour \till be ipplied oin R C C aIli Spcclhtcin-iot-n tor s[cci rcliorcenient liall bl a, per M [oR li-I >peciticatititi> roiads atid bhdge,,. Scc. n i60l EMP 6.0 SPECIFICATIONS FOR SAFETY APPLIANCES OF WORKERS EMP 5.7 Brickwork ~~~~~~~~~~~~~~~~~~~~~~~~All workers shaill i-ic provided \Noidth[le nece.ti-ai Persoaril Protective EcIeiipnietit iricLeiding but tint limited cn rliose EMP 5.7 Brickwork specified in [hpc cale below Thc eqeuipii-ienr shall con frir Lo to i-ic following speciticatians Specificalnoiis foir bricku-ork slial he as per MIlt-a l I specilfcations for roads t-id brtidgen. Secnon 1300 SI. No. Equipment Specification IS 6934 (Pact I)- 1973. Specificauoni EMP 5.8 Fencing I Safen learher,& cotton glo-e fo Industrial Saftn Ginies 2 SqFeR goggles ~~~~IS 14352 1996. Speficitauonis for Chalin fCeicing will be fixed (criss-crosa i Q Sm x 0 7Sm) Niith inrermeditate po-ts at ut disaLaice of 2m c/c Lll[O a heiggi 2 Safen- goggles niners safet goggleN of 1 3 ni. 3 Safen- helmets IS 2923 - 1984. Specifications for Industrial safet- hielmets Barbed ri-re fencing to he used viiil be of the following t-pes IS 1989 (Part I anrd II) 1986. tlaterial * ; lavers with Intermn-editate posts at a distance of 2taa c/c tnto a liiglit of 1 in 4 Boots and Shoes requirementr and performance * 3 lavers with Interimledliate angled iron(y shaped) at a distance of 2ni c/c Uil[o a lieight of 0 6in I requnements for boots ind shoes Pre-cast R C C Jiall, of ipprov-ed design and miake. thickness 106 IT reinforced wrih m s rods wivll be erected in EMP 7.0 SPECIFICATIONS FOR DOUBLE GLAZING openings provided as per draitwngs. joints wi-ith grooves for oining wivth 6mm ms rod blis 0 02 tn lonig oni fouIr sides of the jaIt ri-ill be cleaned. brushed and otue coit of primer complete riork ri-ll lae applied Erected )otrs are to be EMP 7.1 Material cured by reetung the joints awith Nearer for 28 dats (2m x 0 6m) FPlat Glass of approied standard ind make EMP 5.9 Flooring is) F101711/su - -Tpt I EMP 7.2 Thickness LThe cahti betoiv tEie spcified arca is it bac removed to .i depth of 0 1 t m aLI river sand filing tal be laid uia to 1.07 tn m a-ind vell i-watreed atad citisolidatcd bceore rhe paving coturic Ii laid The follo wiking trpi of tlooring shaill be pro-ivided Thicra or each glas> ptinct h-old be a mittunum ot 8 i as indicrited s tliic drairoiigs I Brick pating -irh thI II m depth iii Cemteic N lorrar I ; EMP 7.3 Spacing 2 Laterice h'a-Lng rxtlirisminlnitm deptl 0 ti In in Cement Mu[ortur I 3 3 Sioiae Paring wit lti iinimunt depth n t I m In -ineiet r L\orrar I 5 The spacing beni-een trvo glass panels will be 40 mm 4 Cenmenr concrete fltooring I 1 i>2 3 (I ceitieait I ' 2 coarse sand 3 graded stone aggregate 12 mim nolmninal size) 3i to 31.1mm thick Finished rith a ritflatnog of cement The surfaice shall ac kept wetted by keepin-g waer on-cr tie surface for ten dais EMP 8.0 SPECIFICATIONS FOR POND DEEPENING b) F/oorin/ - Tipt 2 Losses to the storage capacit- of ponds impac[ed ivilt be nungared by excavation of aii equal volume of earth or deepeiiing of the ponid The decision will be blased on consultationis carried OuIr bh- lh- PIlU/SC rwith .- Panichavtra Prestdenti / Commurities Cba, arn '(ui3 rind \ adu Road Sectr- Prolecr Appendces to Euvironimeistal Maiaig- ri,t 1't,n IN P.S 01 APPENDIX 5.1: ENVIRONMENTAL REPORTING SYSTEM Format EM2: Construction Camp and Storage Area Format EMI: Selection of dump site locations Coristrucuoon Stage Report - Date _ Month 'Year_ _ Ftomn -l' (Sire Lay OLIt of Conistruction camp and workiiog drawings of dwelling Linits with allied facilities to be attached with format) (Give chainage and nearest settlements From both cnds) Format to be submitted before target dare (decided by PIU) of establishing camp, Camp nio \\ Crltcrrionieil/ec/.ipair /P'slsui L].c/t)iiecrship Iisio/s .~f f:iiimomris cii,lbulcss,o3 c Osv. efemc kisicm er.lriratosl id/riii/ii|] 55. licikee ike esiniumii ,s ogUceihic roi srms .,r dumsmpmsg . c /N)[ 4; rI esesi, thiir >o 3 |c t)aiesfl5cmssiioncfsotiss dI.ge Csuireil Priedcmii(\ Lii) I h 1000,15 to Sierigi mse)Acmlokmalmis of imrcnpsiousseefiec soon ___________| _ '\I I- b, J.MPLJ I~~~~I Propored~~~~~~~~~~~~~~~~~~~~~~~~~~~ f--N--c usWo tc , , [Qursorv sf uspsodrcenr;eed i5q iii Selected Site (tick any one column only) A NisiCN. orfhs- -arfopi- DI nke3snr okgcnaneen Ceruified that the above i.nformation is correct to the best of mrs knowvledge and belief - 5 foist No of Labourers ns I Irdn f A[d okr o (Contractor) (i d io of ony 3 I D-g Verified Dta tet c No of sr cr t orkers beliek id e n cn o f Nc e nes 4 N |Dttdo Nhk Wo&sus W. 8 -l Recommendation on the suitability of the site Signed: -Date: d Noiof rrimrrf celn e \V311s~~~~~~~~~~~~~~~~i jbecifresirono Name & Designaton Floioong pc-fic..o.o h cnknkCg Co,er Took I pecifieroess Decision Taken (tick one). Approved/Not Approved i Capacis of Dnkenkg u rc TurF-k c ] Size ef tDnkee Wor Too- k rskm k Tet m of WC OOi I No of W.r for f-1.iol corker-O Signed: Date m 'sto7resoe s Frcosv- noe n Isr-1 No of oBroorhs- for -W fe-stiok-r Name and Designation of Deciding Authority P Cicorr of Worn Tuik for \WCs/ Bthroesr cod greerot purose q Fsecrg o-ound orp '/N Enclosures 5 D-crolRIco _,_ (Tick as appropnate) ob D.Alik of eo s-h 24 his = ,fee/No _ M1aps of each location e c A beiAi, ort DO C-e Conite 'mci/Ni, 2 Photographs dFE_________dus bms (c__p_-no kr) a Each dumping locauon Cerufied that the furnished information is correct the quality of work is as per god pracuce and all b Each commumnti consultation relevant information as required is attached 3 Photocopies of permossions from VCPs Project Engineer Name and Designation of Verifier: Februan 2003 Tamil Nadu Road Secrot lP,eccr -\pp,ndices i IFOni-lonmcntrlI Malanaemlnet Plan TNRSI' 01 f lPreventive masur,es [or FormatEM3: ReportsngforBorrow Areas L eLachigng _ __ CostrLnction Stage Report Date _ Lonth . Year _ Nlosquiro Breeding Si te Iayout of Borrows Area snd Propoced Borrow Arca Redevelopmentc Plan to be attached wvith format ii \X:iter ioit-off/eoiiiarnin I-orm lat to be submitted before target daCt as (decided by PIU) for establishing Borrow Areas iv Any orher ensvronmental degradation Borrow Area No BA 3 Demis of xo,kfo,ce a Total No of Labourers No l_ocation of Borrow Area (Km Package ) _ r ~~ ~~~~~~~b Total no of Mlale \ orkers No SI. No Item Unit Details Remarks by CSC, if any ___tl_i_ofMile\_rkr_N c No of lMale W orkers belos 18 tea-rs of age Nii I Detals of Borrow Area d Total No of Female WNorkers No . Date of Borrowv Area becomiing operaoional T . dd/ina/v_ e |No of Female sworkers belowv IS ears of age No Current Landuse 4 Dcr.s of redevelopment, Plan to be enclosed e Distance from Nearest Settlemeist Km d No of setdements ,nthbn 200m of Haul Road No Cerufied that the fuirtshed Lnformation is correct the quality of work is as per good e No of senlements within 500m of Borrow No pracuce and all relevant information as required is attached Area f Total Capacity cum g No of Trees with gitlh more than 0 3 m No Project Engineer h Length of Haul Road kin (Supervision Consultant) (Contractor) Width of Haul road m 1 IType of Haul Road metal/dirt k Size of Borrow .Area sqkrm Format EM4: Tree Felling I Area of Borro-v Area km x km S.No Links Phvsical Target Completion Target m Quanuty Available cum Total Target Target i/i of task Target Date of Completion Reason for Delay o Distance of Nearest Water Source Type/Size/Capacity/Present Achieved completed Date if task completed if any Use/Ownership Unit o Quantity of top soil removed cum 2 nos 2 ntos p Detail of storage of topsod 3 nos q Daily/occasional use of the Borrow Area by 4 nos the commutur', if any r Probable reuse of Borrow put-ask communt - s Drainage channels/slope/cha-actensucs of die - area (Signed) 2 Enhancement Elements | - Assistant Conservator of Forests a Quantity of top soAi removed sq m b Detail of storage of topsod sq m c Adloinang land use/Natural elements d Nea by catchmenr for stonng syater e Erosion Control Programme . Februar 2003 antil Nla. Road Sectic Pgrcect Appendices ro lEnironmenla l ManIgelilet Plan'It 1NRSP 01 Format EM5: Enhancement Provisions within Forest Areas Format EM6: Enhancements for Cultural Properties, Waterbodies & Incidental Spaces Cornstructon Stage Quarter Report Date __ Nonth _ Year Construchon Stage Quarterly Report Date -_ Mond h Year_ Target to be prepared br PIU bcfore ConstrucUon perod Ph,sic l Target F-nncial Targc Completion Target Sl ATt-gr, Target I of task ToalI Badgot % Target DarC O R--SoIt for All Annexures to be appended with format Ni, Unit Target Aehioned connptereid (Lakhs) Spcti scil td t oD Dlai, f.a.. ii Veren( rt N(>l , Ielmd 5, h,, ( _ Phys cal Target Financial Target Compleion Target oeirc Iseiro is I'sJ o,ih,s Sos ~~~~~~~~~~~~Si. Date of _____ - ~~~~~~~~~~~~~~~~~~~No Unit,argytTarget % of task Total Bodgot '/. Target CRnipetfon .la;d, o of folse Iahs roe __No Achtcve completed (Laklss) Spent usted Date vCompletdl, Delay, .f any C..lItral l'nsp,rrree Nls I Itsti( mis Bcmng I rc- No N- 4Peoros lez or Series Pl:soreoeo Net _ _dtrlole e _-_ _ _ _ _ _loegs forest sirciehe, 3 Road looctinos los 5Iir,,x;s.,a,, of Lerc t'Isn,ssons Nes 1 4 Silt Fcncing Nos _i rloi ors are I ____ 5 keharging go for urban Nh = == S Oil interceptor Nos Project Engineer (Construction Supervision Consultant) Project Engineer Contractor (Construction Supervision Consultant) February 2003 f n ff il Nnldo Road S-itoi Plo-1C Appendices to Fins irrin,ietal Mla,cigeneo Plan TI NRSP 01 E:M8 Topsoil Conservation Monitoringy Format EM7: Tree Plantation and Landscaping Contract Report No D atc - on,truction Stage. Quarter-hy Report -Dare____Month________ Pear________ Q e _ cear L)caurn Origina - easures Present Anticipated Distanc Present Wehetr str Is any Impro-e Extent I U-e of for Me:thod period of e.,f Slope fencing other m-nts of Lopsoil preventgn rsf Storage Storage nearest of Pile provided? cover,ng reqlIred Conoptpi .11 lanldscape works to be as per Landscape Plait (Chatnage) rerv pillage of Wa,ter ncr as d topsoil on (-onths) co,urse (V H) measure en date _- Physic*al Ttr0et [ inanscial Tar,rt Cotpleeson TIrget Haul (n) provided? ft report S Activity Target (tree/shruhb to he Rg[ flae of eason l.o.ds(Eat is C-? Si. planted in Pa-kage) for Target Aehieed %of task Total Budge, agtCeslto o ea then/ -u AI -y this Quter copleted (l,khs) Spent ued Date ayMeld)I N o. of Surv Ial_ _ _ _ _ _ rlI-sg -eded,W _o- _,I_______ ________ I- .aoikCaptg ef oI kord luncrons - Ploorsoco or _ I _ Certietl that the above ts true Inrideotal No, I __d-__N.,_ Signed Venfhed .oc-ano,r l l l Signed- I onns- No, ,dc-ofied tor (Authounscd Representatve of the Contractor) (Envtronmental Spectalist of the Engineer) couhaurement __ | I _Icefiogs on un-k. ertfied that ihe above informanon is correct t ssistant Conservator of Forests ramil Nadu Road Sectot Project Febaiuar 2003 I anuil Nadui Road Secron Ii -ict Appcldicos -n l:ctvoiinsooctl Mafon,gen,cut 1n[i P T4IRSIl (1i Format ECI: Target Sheet for Pollution Monitoring Format EC 2: Target Sheet for Pollution Monitoring (Construcuon Stage Reporr - Date__ Month_ Year Operauon Stage Report - Date _ Month__ ear - Locations ats whlich monitoroiig to be conducted as per EN[P) Com lpletion aJrgei ( .Locations at which monitoring to lie conducted as per EN[P) Si N. Ch-ag ~ ~ MiniorngDate tak -omple-d SI 1no Citoinage Der.tiistt lumr.atinn of srllllUc Dalt lr.opee Reason forDva til. f I Clotrpiotion Target ._____ 51___ Si. No Chatngc Donrn d5 f torno Irmcnts Uscd TRrgr. Dte oDf Co topieon if R ons Ml honilrneg Loctio Datel takomlee 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Air MooI-rng 4 2_ _ _ _ = S 3 Water Mo-ntong 4 _ _ _ == = _ < ~~~~~~~~~~~~~~ ~~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~Water Mo nhtoitg - to loml omng _S|.. 2 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Soil Monitoring 2 4 Noise Mo-itoring 4 _ 2C S.dNneMitog 4~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ (Environmental Specialist of EC of PIU) Project Engineer (Construction Supervision Consultant) Februan3 2003 I.iirii Nad.,o Road Sco, 1'roiect Appendices ro Ensrooiomral Eass.igeineiii Plan, TNRSP 01 Format OP2: Utility of Enhancements for Cultural Properties. Waterbodies & Format OP 1: Survival Rate of Trees Incidental Spaces Operation Stage Report - Date__ _ N[onth _ear_ Operation Stage Report Date _ M[o_th Year_ LandscaPe Roads,d. Trees Lmnd-cap-g at Jnct-ons Tarf.rg 0., Ebhankttnt To be monitored bv PIU durng operanon period S. No. TotalTres Total 5/ Total Toial S Total Are Total % Details oCremarks to be ippended wherever necessary Kr-. Plantd Sur-tvig Sur-ial S,b S-riv-g S.-ArTtva d Turfvdvtn Sr-ial Pla-td . ,n _No N- N,) Nos % Sqm Sqo , ______U Use of the Property by Drasbacks ldentified Improcements Required ________ ~~~~~~~~~Commun.ty SI o Act,vity- ___ N.t-ber of people Others (Ask ' ch-F-61R--tcks - Constrution Fi-nan ctal oTecnca ianilsuggestions I Cutoral l'rpertse 2 sar,,r Bodies __________> ,P ,C ,, ____ + :3 Icdental SPce Signed (Environmental Specialist of EC of PIUt) Cerufied that the above inforrnauon is correct Assistant Conservator of Forests Tamil Nadu Road Sector Project Febreacn, 2003 I will Nadir Ro.d Sector P0ioleci Arppc.id- I,c F-:ti-irlinoitiial NL.Iit,ireircILr Pla TEN RUP I I Format OP3: Redevelopment of Borrow Areas ()perariooi Stage Rep-err Dice -Mo_ulth_ Ye:r_ _ 'lo be imonitored ba P IU during opera tito period Derais of remarks to be appended h heret-er necesoari Dr,i,b.aild- I finilfd | Ipro-em--ro Required Si No Ac-- P- p n .r - -rF l Ohi-cr (Atk T-hnn-rI Fkof _ .....I r-,k Dtralls ~ ~ ~ ~ ~ ~ ~ ~~~Cosruto Fin orciril Techica Fiircal Sqrnrrn _S,rrriroodrn0l..r.....da....._____________.. - 1-liu.rtdof It rlrrr rtr. \\lr,ilarcrnhrbrlrrrIirorx ho~ Lien cirnrIt oilrrrn lot, rrd sIerll 4 l rorino f rrnrnl tileovrnsi 5 Nrnb-r of Irorc ponre-d fi R,-rc of inpror lrrorenor crrrcnrorcr tiles rto 7 -NiMirp-ro Brcdrg -Warer rnnoff/connmrosoon -Othtr En-torr--rra-l Dug-nd--on _ H bo- probine f c.rd b, orroer 9 An! problems F-ond by the no- If ar hor b-en d-rdlopod is fhrh pond A Dwerl of -i rLble c.rrhmror fOr rtrrnng oniarcr Lr-r of lrrh rpcrer r-lror cd n suer .er rh.t ,res C Economrc B-n6fir/Urrbn II If lr hba been d-relopod ro, an-oclrd_d D-rails of orr-brl nf roil d -nd -r Ii lp of Planisiro _ ( lFori-r- BI..n. Fit/ULlrrr 12 A.o f)ih,r I-rd u.- , ~ ~ ~ ~ ~ ~ ~ ~ ~ _____ - _____ ___ Signed (Environmenital Specialst of EC of PIU) Febriirn- 2003 redNido R-,d Aecrro, i. Ince I. . . .- 1,I.. ..; 'F T Format OP4: Enhancement Provisions -within Forest Areas Format OP5: Utility of Double Glazing Operaton Stage Relaorr Dare -( dlontch Year Operauon Stage Report Darc__- Nlonth_ Year To be monitored bh PlU dLurinig operaiir)ti period Detals ot remarks rc) bc appended wihareser nccrcsar-, To blt monitorcd ba PIU durieg operanion period D iar h ax ck s Id rurif ed | l lp ro s crn tR equired ars a iiDe ta ii o f re iirk s to b empp e n d enlshe reqrtnc c eesin - 5Ne L ^6vl L = ~~~~~~~~~~~~~~~~~~Tr, R i0nsaske No Aetvi Fina-o \iNe I rAristilrt W ltciu luc P....... iriuail.its I OrkereiA>k - ... . - tintsrParm- ticuiarj Opthrs, dD-b |Rmak P.--d- (-)!hcr, (A,k Si~~~~~~~~~~~~~~~~~~~C Ak ecnca Fnnca _\\ ares r aslelbiliss \a.res Al - Xrl rite premises...... tLreiu nctlr ditsj ....... 2 N sisbsi er f mlrssurgthe psid _____ _ ttcPmt lelrnJc Osrsidc rhe Disiancc dBd (hi! I t W -r -d~ ~ ~~ ~ ~ ~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~eo h 'Pim Slrs- PumPs ht-irrea B premise of thc S-,ri- R~c rime bee Ilepeeted iccideni of ammo1 deeths P rn i aepe of the ecad 4 d _eihseolli i seish s eludes Staff __fo f:Stnd _o d ( 2 Alolt~ Stodands Dependie,g dB (A) S the,r Use sf the Pond (If- ens) - -d .., B Pl ________of f-_ b ng -t- f-Ib n Utni of double dB (A) t Number of cness puitried Numhcr i glszeso 2 Numbet of trees saceised Number _Tpe___ a fdItn Meas -ur Reqctice) 3 1 ~~~ P~ f SP ~SL-se- EsnaIAerato.be Sq m A- olrbiht, of F-nns Atnb d Gl,sed Sq m NSumbe of -mal osog/ii,ahibig From FPreirt Dept Compound Rep rir-d -id-et sif rmmul d-s1l, Piom P r1t DOepr i dlu to collision -irkh -hehner Stff ___ B Other Proorsiorts P-gean eB 7 I(rlrer Lie of thn PBnl io nssio rlf ens) __ _ _ __ _ _ __ _ _ _ _ _ _ _ [_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _rtnheerni _ ~~~~B-n ctc Signed Signed (Environmental Specialist of EC of PIU ) (Environmental Specialist of EC of PIE) Febecian 2003 £00, .uem40q0 cooz u _podod - 444474)01 401s--h044c- doq,,0oA\ J° '3 4 4 `Q\ '3 44- Aid I0IuIA 04l0"400d0 pur 4 (Hl. 0(0p404 404 4044;104 1 (ax') 4100440 4004444 ur 4ss (p 104I 4 ....0 . 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