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E668 vol-17 a Revised K A R N A T .RAUIt < -_ . 5 CHCH~ ~ ~ ~ i - - B CCI~~~~~ TCS _-O ~ U) K E R A L A X RDNGIJ A S_- IT5~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~' M J%~~g(do N _DN DU ?1 ---N-M '' r~ ~~~Fbur 200 _1 N '. _ A N 0 C E A < N _ * d J >,J~~~~~~~~~~~~~~~~~C ^ &$$(Q)C0g1g$ $@,009 &$0@ 0 M0< 1 L.~~~~~~~~~~~~~~~~CI~ | G\t@ET @0i°0 > _ e^-'~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~a February 2003 IDA CA Ta,titi NadLI Road Sector Projct ENMP T\ RSP 04 VOLUME II: APPENDICES - TNRSP 04 LIST OF APPENDICES Appendix I I Proposed Improvemetic to Upgradauori Corridors Appentdix 1 2 Condituois of Clcaranice be -tNPCB aind MoLEl Appendix 1 3 IRecommended Design Changes Appendix 3 1 Guidelines for Stunig &- Operauon of Borrosv Areas Appenadix 3 2 (:ritena for Eval:uanon of Borrow Areas ibV SUpen-ision0 Consultants Appendix 3 3 E xcerpts from iTami Nadu Miniior iMineral Concession Rules. 1959 Appendix 3 4 Guideihnes fo,r Stung & Lax-out of Con,trucuon Camps Appetidicx 3 3 Natural Habitat Management Plan Appendix 3 6 Guidelines For [detauficanon of Debris Disposal Sites Appendix 3.7 Specificauons of safer- appihances for constirucon workers Appendix 3 8 - Roadside Wiater Bodies along TNRSP 04 Appendix 3 9 List of Mslajor Brndges in TNRSP 04 Appendix 3 10 Noise l\uugauon Opoons Appendix 3 11 Cultural Properoes sfanagement Plan Appendix 3.12 Landscaping Stategy for TNRSP 04 Appendix 3.13 . Guideines for Redevelopment of Borroxv Areas Appendix 3 14 Map of Idencfted Quarry Locauons Appendix 3.13 isfodificatons to MsEoRTH Clause 111, Measures for Safeguarding Environment Appendix 4.1 . Enhancements Draxvings Appendix 4 2 BoQs & Specificatons of Enhancements and Eliugainno Measures Appendix 5 1 Environmental Reporung System Appendix 6 1 Orientauon Nfodules for Implemenong Agency February 2003 Iamil NadoL Road Sector Pro-ect Appendices to Environmental [anagecmeitr PtO TNRSP 04 Appendix 1.11Proposed Improvements to Upgradation Corridors A descripuon of eachi of the treatments given for upgradation corridors is given below TWO LANE MINOR REALIGNMENT (2LMR) rhe two lane minimuim realignment standard is the muninal level of improvement before maintenance T he niew road folloWs tle exiscng alignment providing a structural overlay and widenaiag to a minimal foemation wvidth In the rural area this provides o-crlay and widening to a 9 Om formauion \xldrh and provision of loragitudinal dranagc (Figure 1 1 1). \Nhere there is sufficient allow,ance vithin the exraung right-of-wav some mrunor local realignment to ease sharp bends will take place The proposed xvorks consists of a structural overlay- and vadena-ng, generally oni the esisung alignment to a minimum of 7 0 m sealed carnagewal- and 1 0 m gras-el shoulders. The treatnment provides a road and drauaage upgrade without large expendiaure and land acquisinon effects, manumizing overall development costs ENHANCED PERIODIC MAINTENANCE (EPM) Enhanced periodic maintenance is the provision of structural pavement overlay and shoulder maintenance wilthout widening Febhnars 2003 Tamil Nadu Road Sector Project Appendices to Environmental Management Plan TNRSP 04 ! ~~~t(O O (u iULKJ *n RW r NOTF t OF STEEPEST APLDAILE 040781 SLOPE: S L-t 8ff A p tooo R YOor PS Fn ROAI1 F s ° F ° ATIYE ALOPES WA BE RE TaED EhSUr0r SrABSiT.y T- SIX P! PM QARRV&E TAY 2. CON RURAL SEDOND S NM TREE LOCAiRDS SHILL BE A WilbMUU OF .Orn 000* TA,O EDGE OF 0009000 VA05 PLANr0b0 S0,4.L Br Of ELiJSiTiS OR I440UE TO sUir LIOSWAPE DESCAL 17 . _ .3 OR RURAL SECltCNS EXSllID MEES IRE 10 BE REP4D KllYt PO00HZ WHERE BASE U51K 5 CLEAR OF SHOULDER EDOECOOHRBRAnOR Lt4 ON LAE & LOM SiEss OEDO itDr EAHr ING TR r HE 510r4NE5I SfH00 BASE tREE IS S.Dcr Oft WOR CLEAR OF CARNAGE WAY El ONl 11 1 s. DR URBAN SEI50050 SLOW LARE PA9RKGh YOTH StY BE REDUCF3 TO ar . HuhtilUth LONSEXOBAL SLOPE OH 555EFt5 OF DPEU CRIAN TYPICAL CROSS SECTION OF ROAD FOR RURAL SEClION (2LMR - R) 7DNO 05 0TEFA l M S MR AE TURN0 o0rr 2 LoNg"TEJDUAL DRAS CODAERr OR DRANACE UNE a. OH URFBAN SEC13N U5XIaM NIRUSUON OF 000111*0 BULOtDttS IS TO t1KLI Anis OF MOE OF P0FB OSOOrPAS WO-O L5 TERESIBRE t OCOJ tO 0- -Lm 9 ALLU 0DUESIMIS ARE Dl m'a UNLE5 OTRM5E SP4RE 1:... .ODo it. Ua O( aHJr SU1Cl AS PlAtER POLED. uQ0r POLES AME TD RE RaDCOA] (0E= LUDINC EXIStIYS 1Sf36 WHERE 11 FALL KTIY A UORAL 0E8MN 0 6.Om FRORk hOD OEUIER UhE. iE nd WAE LO YU HRWOStD 4 P&EIAI E FAY Yll w 59; q m t'I SEMI ON - [41E OF keB r a~~~~~~~~~~~~~~~~~~~~~~~~~~~105 5800 iso or a FRCELUD33A OUi ~~~~~~~~~~~R VE N1Y URA . SE _ ,__M O INIE A tUOF CER Fm EELO An= it WAERE EU1FE19H. SOS. 805Tr SM41/DA LURDBfTtDEAL DRNSR EXIMMO4 DOALL RE CONSTRUIJOD.SON /890 55M5 tW.UFFeIar ELR GENaWS. UOODL DRkAOIAE WIORK OWPEDoJEOS OWASL BE DOMPLERE). 12. 110 BlsE oF vAr0 LOCEtONA DeOO EE 0L BE A MN40&b4 OF S OiT B OOSE T5*E E4E OF MtiE ROD/ 50*iIiLSE AID C357 A. 1,0EB,JUI OF 0 4ODn LB TM DER NAVURAL MORER ILPhEL OR MS D401 BrY THE E509049 El 15~~~~~~~~~~~~~~~D. LORGIMOTOOQJ IAN/ LD741N. 10 RE ESHDIOtO 011105M PROslDE TYPICAL COSS SECWION OF ROAD FOR VILLAGE SECTION (A sI -YV) / r 3 AN4;D AttD AAG110 1 CEBSIL OP M 1 0T WHERIE POSMEBI e14. ON MORAL srN0sE0 MEN rREE LOCCIYOtRS SOALL BE A WD5ll t OF R.Or FMOM 10IH EDDE OF C/tRAE WKA PLrLOi S0SAL BE L4 101*D FS OR AtlUE tM Sutr LYiDSCoPE DESU. X ZaEE tfietO SErE Q\"A RS O JC E - FebnrrPO 20E03E V TYPICAL C ROSS SEC=tO OF ROAD FOR UlRBANs SEr-TON M7tR - U) L t X s - ~~FIGURE 1.11 T YPICAL CROSS SECTION OF TWO LANE MINOR REALIGNMENT (2LMR) IRI ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~Februar! 2003 Ji.m,n Nadu Rold Scrb, PNOlect Appicadices to Ewitroninental S lianagense.i Pl.an N-RS1 04 Appendix 1.2: Conditions of Clearance from TNPCB & MoEF 6 Cyclone shelters available in the area can be renovated and used for above purposes 7 CRatwmPI NOCadB M misal road shonuld be improved CLEARANCE FROM TA-NIIL NADU POLLUTION CONTROL BOARD (TNPCB) 8. Aqua culture units shiould be located at sate dtsrances to prei-ent envitronm8n.tal pollanon NOC from TNPCB (Letter No F3/TNPCB/F 673/CUD/RSP/C-T/99/Dated 15 4 99) vide its Resoluuon 9 Projects for attracuon of toUnsts should be taken up Ni) 170-2-1/dt 7499 For impro-emcnt bi widening and strengthening of trIe existing road benveen (6) Pb/ib, 1 reaunm in Rmanat/drhapuirm DlJts,: held ott 5.3.99 Cuddalore and Tunicorn and all alLied works includang formationi of ness' bypass roads for a length of 440 Kna sublect to the condituons specified by TNPCB and also condimons imposed b1- the Public hearng panel I Construcoon of the road shall not cause any disturbance to the Fisher men commLunin of the districts in yhich the Road Sector Project is proposed to be impletaietited 2 Telephone and electicirs facilit- along the road side shaLl be maintained and upgraded and shouLd nor be damaged due so the improvement CONDITIONS IMPOSED BY THE PUBLIC HEARING PANEL (7) Pith/si f leaostg mn T/iuontt Doiod7, he/d on 9 3 99 (1) Publ/u Heainng in -Nagapatllnam Doto4l heldot 24.299 1 Explore the possibihlty of cotissderng the exisung road via Kallurani, Vaippar eatlier than daverung through Pannaiviur, KulattrLr and Vaippar 1. No specific conditLons imposed To obtain necessari- clearances for roads dtrough CRZ I (2) Pitblis Heann, in Tbmnsrvanr Distrt heldl on 23.2.99 3 All displaced persons are sultably compensated 1. Conunuatron of the East Coast Road and the deficiencies in East cost road should be recufied in this 4. Provide necessary polluution control measures with respect to air, noise etc during construcuon atid project operation stages of the project 2. Not advisable to have the road m CRZ 1(72 Km as per EIS) 5 No work to be undertaken wvithout final clearance from the MoEF 3. Compensauon should be realisuc 6. Drying and threshing of crops along the road and burnig of food grains along the road side should be 4. People living in Poramboke area, mainly fishermen should be compensated avoided (3) Pub/li Hearinn in Thanjaevur District held on 26.299 7. Measures to prevent accidents 8. Details on evaluation with regard to reducuon in involuntary setdement I How sea grass is impacted and how it will be saved 9 80 % of the local people are to be employed in the project scheme. 2. Msleasures to improve aesthetics 3. Project road should not affect migratory birds at Ivluthupet marsh CONDITIONS SPECIFIED BY TNPCB 4. Road should be developed straight without much curves 1. Implement EMP as per ELA Notficaton 1994. (4) Public Heanng in Cuzddalore Distria held on 27 2 99 Ipe ntEfPaprELNoican194 2. Alignment designed to maniasuse impact on land acquisation/buildings/communiry 1. Industries should come up but at the same nine they should comply with Rules and Regulauons laud faciliues/trees/displacement of people. down by the TNPCB 3. Alignment in CRZ shall comply wvith CRZ Notficaton dt. 19.2.91 and shall not violate the spirit of the 2. Road side hospital faclities should be provided at a distance of 50 - 60 Km. orders issued by the Supreme Court us W-P (Civil) No 664/93 dt. 18.4 96. 3 Avoid curves and bends in the road 4. TNRSP shall fulfill the objectives of widening to 2 lane, pavement strengthening, drainage 4. A bypass to Cuddalore is essenual improvements, raising of road level in low lying stretches, improvement in standard specificauons and a. All bridges are to be upgraded pracuces fur design, constructuon and maintenance of State roads and bradges, realignment to improve horzontal geometry and safert and bypasses of selected areas 6. If 5000 trees are cut, 30000 trees should be planted 5. Loss of weedands to be acquired has to be suitably compensated and also make provisions in the project 7. There should not be any ground water polluution estimate to make land available fit for agriculture in consultation with the Agnculture Department. 8. Indusmes should come up on the eastem side of the road, only the hignly polluung idustrnes are to be 6. It has to be ensured that rIe alignment does not pass through Reserve Forest/Forest for the entre avoided. stretch Adequate measures to ensure least interference to forest/vild lfe ecosystem mn consultation (3) Public Hearing in Pudukkotvai Drstnct held on 4 3.99 with the Forest Dept 7. Ensure that the impact on weater resources and the hydrological regime is munumum. 2. Compensatory anee plantation with proper maintenance 8. Measures for control of erosion and sedLmentation of watervays durmg constructLon. 3. TCmelv and fuo reeef 9 Iflaintam proper gradient durmg excavation. For slopes steeper than natural angle of repose for soil, artificial supports are necessary. Slopes must be stabllized by stone pitching or planting with trees and 4. Thorough study on the possiblhty of mduced development other soil bidang vegetation. 5. Sufficient facilites such as tollets, drnking water, rest houses, petrol bunks, motels to cater to vanous 10. Subsidence damage to be minirnused either bv precautionary measures on surface to protect instalatons neds of the road users -or bv appropnate modificaations of excavation method especiahy in urban areas. February 2003 1 itnil Nadu Road S,cior .oNect Appe.,sices ro Ensvro-enial 7 lais,gemnes Plan TNRSP 04 11 Dumping of excess excavated earth in nearb- lov- lIyng areas and le-eling slsotld be explored 35 Proper and adequate rehabilitation measures are ensured under resettdemeni programnmc after obtaining 12 H[eight of the soil bank shall nor exceed the normal tree top level its that area Dumps must be properl- appros-al from competent authorites graded and terriced svith conltour drainage accompanied by stabilization of slopes and terraces usirig 36 FuLture development projects on both sides of the road shall be so planned to avoid any impacts on proper vegeiation TNRSP. 13 Protection of thc environment on and off site durng coostrucuon 37 Monitor the efficiency of TNRSP reach by reach as and when open for traffic, idenufv- lapses in 14 Control of olI laden rin off in exisong water ways by protecove bundmg aroulnd petroleum and birumeoe proposed design and implement in crtrical areas Adequate provisions in dle buLdger for monitorng storage tanks Availablbn of liquid dlspersanis at ste for clean up of accidentol spillage 38 Implement the monirorng programme as envisaged in the ENIsP covering mingaton measures for flora I; Earth required for embanknent construcoon shall be obtained from approved quarries to the maxlmLIm and fauna, vaiter resouLrce, drainage and flood control, wsaste management. air qualt-y, noise emussions, extent possible, and if not available, then from designated borrowv areas on s-aste lands or from rnvers or safen and sraffic control, control of road side development and preservaoon of cultural hentage. along the xvork site after approval from competent authorities CLEARANCE FROM MINISTRY OF ENVIRONMENT & FORESTS 16 Establhsh sanitary landfills near the aigiament for disposal of non hazardous construcuon waste after approval from competent authorities Clearance from MoEF (Letter No 21012/36/99-IA-III, dt 6 7 2000) for improvement of roads from 17 Check and maintain construcuon macluneries and vehicles pernodically for control of smoke emissions Cuddalore to Tuocorin (excluding the stretch passing through Karaikal) having a length of 397 Km. In and to satsfv standards prescribed by the Board. addiuon 5 bypasses having a length of 43.3 Km have also been proposed at Chldambaram, Ssrkazhs, 18. Locatoni of Asphalt mxoing plants and other mobde plants at distance not less than 500 m from Nagapatunam, Ttruthurapunda and MNuthupet. The width of the camagewav shall be 7 m wi-th shoulders of residenual areas and ;0 m from NH/SH. 2 5 m on either side. The shoulder width shall be I m from sections south of Tiruppundi except for a small 19 Control of dust emiussions from concrete hatch midxing and other plants and temporary toads be length bewveen Devipatunam and Ramanathapuram The clearance is subject to the following conditions watering and erecting barriers to prevent materials from being blowvn away SPECIFIC CONDITIONS 20 Full scale dust control system for control of SPM from Asphalt muxing plants. Emissions shall saisfv standards by Board Provision of eticlosures for all Asphalt mixing, concrete mixing and other plants. I Porton of the road passing through Karaikal shall not be taken up under thas project till specific 21, Transport equspments shal be properly covered to prevent dust emissions during conscruction. environmental clearance for it has been obtained from the Govt. of Pondicherre. 22, Check and maintam construcuon machinenes and equipments penodicallv for control of smoke 2. 27 m of the road wviddh should be acquired in rural areas' and 17 m in urban areas as ROW. Locatnons emissions and hrimt theLr use near dwellngs and sensiuve areas. where ROW in excess of 27 m is to be acquired xvill require specific approvals from the Ministry 23. Noise generated from Asphalt mining plants, concrete batchung plants and crushers shall satisfy 3. It shall be ensured that no part of dte algnment passes through forest land or CRZ I standards prescribed bh the Board. 4. Trees located beyond the edge of the proposed road shall not be felled. Trees necessary to be felled 24. Provide shoulders, bus bays and lay bays for control of hazards due to vehicles stopping on the should be sdenified before hand and necessary approvals from competent authonty should be obtained carsagewvay Sealed shoulders shall be provided as proposed for slow moving vehicles. for felling the same. Three times the number of trees felled should be planted in heu thereof No 25. Proper measures especialy during uaffic diversion to avoid accidents of vehicles carring hazardous mangroves shall be removed for implementauon of the project. substances S. Construction matenals like road metal, eardh etc. shahl be obtained from exsuting approved quarries. In 26 No blasong under TNRSP has been envisaged. If any then proper safe technology has to be adopted. case new quarnes are so be opcned specific approval for the same shahl be obtained 27 Incorporate archutectural designs to blend with the landscape and replant disfigured surfaces bv deep 6. For stretches of the road passing through low l,-ing areas the height of the road shall at least I m above cuts, fdls and quarnes during construcuon. the HFL ~~~13 7. Providing by~~~~~~~~~~~~~~~~~~~~~~~~passes at Ramanathapuram and Savalkudi should be considered and details to be prosvided 2SIncrease the number of drain oudets, proper placing of drain oudets to avoid cascade effects and lining wihi. PodmonthpsssaRmndhprmndSyluthodbecsdrdaddtistoe o dd of the receivLng surface with stone and concrete to control the erosion of lands beneath roadbeds within 3 months receiving concentrated outflow from drains. 8 PAPs should be adequaLely rehabihtated in accordance with the rehabdttation polcy approved by 29 Realgn to avoid wedands or provide adequate number of culverts and bndges to avoid any Limpact on GoTfN and details in this regard to be provided within 3 months the hydrological regite of the wvet lands. 30 Tap ground wvater with least disturbance of the local hydrological conditions and also to avoid salt wcater sntinsion. 1. Adequate infrastructure facottes including water supply, fuel and sanstauon to construction workers 31. Reahgn to avoid important migratory routes for wild life and Live stock * ~~~~~~~~~~~~~~~~~~~~~~~2. Appropriate measures during digging activities to avoid any hkely impact on 'w-ater bodies 32. Provisions in the budget to assess the vector ecology in the working areas and take measures to avoid 3 Borrownste cards quarr sitesfo ad constrio maerial an d ptes mus creaung breeding habLtats 3. Borrok n sutes for v ard, quarry sftes for road cons-ucthon mateenal and dump sites must be idenufied 33. Fuel requirement to the labour force to avoid illegal fellng of trees. Prohibit poaching of wild animals keeprng e vteio the fohoxving by constuucuon crew near forest areas No excavauon or dumping on pnvate property without written consent of owner 34. Plantng of four saplngs, monoculture or multi culture in nature, at suitable places for everv tree 4 No excavation or dumpng on wedands, forest areas or other ecologically valuable or sensinve location removed. Planting shall be done professionally and at the right ame of the year for maximizing sapLing Excavation work to be done in consultation xwith SoL Conservation and Water shed Development survival. Proper provision in the budget in consultation wsvth the Forest Dept. - agencies working in the area Februar 20u3 1 atotl Nado Ro-ad S.ctot Proloci Ap)pendices 10 Entrironinitial Mari.agernoi lPlan [NRSI' 54 Construccion spoils includitig bhirumnouis material and othier hazardous mnaterial must not contaminate APPENDIX 1.3 LOCATIONS REQUIRING DESIGN CHANGES waiter courses and dumnp Sires for sucih material inList h3e secured so thartrhes do nor leachi into rtse ground water The proposed enigineering design avoided ar congesred stretchies therebny reduicing Limpart on large nuimber 4 ConstreuCLion Matenials shall be obtainied from exisoing approv-ed qetarnies In case nesw quarries are to be of strrurcures fDuning the COuirse of independent rev-iew ceriain locanons saving impact on residennal, openied specific approval for the same shall be obtained rommerrial and a pninsrs health center were idenufied Presenice of some cuiltural properties along the corridors and consulrsoons witth local people warranted chianges in designa Locanons n-here the changes in A ;dequate precautions dotinig rtansportaoion of mnaterial designi are required to riminiize these impacts are given in the Table I I belosv 6 Borrow pits atid other sears treated doting consterucuoni should be adequately leveled atid treatted Table 1.1: Locations identified fot design chianges 7 PAPs shiould bae adClequtel% rehabilitated and details in thiis regard should be prov-ided to rlise reinistrs' Access to beach/river front fur public should hr ensured oseougis coosrincoon of ai cqii-otr nor erpasses Vitiaco Issue SoggnsD-itondl at adequate locations Iw, l e1i cr- i-toomooirrisrSi Iroi,, ~ ,pa,ciul f- e d,prh ,t so m ih, ,o ' d I,,c,. I 9 Adequate financial provisions tin the project to implemetit the aforesaid safeguard Ioo KatU c rlogr bhr c-de rep--,iri-n 1rh. ro rue -obinoeg, hoi 10 Project proponient still set up a separate environmental management cell for effectnve implemenranon of It--aoahopcio -_____- . -, -- ro ,11figo -e-ot and stinulared environmental safeguards utader supervision of a Senior Execuoive 9barrioiI Ch-, afFI,-d r- a deprh tf ire and redJ --c hi.g,, t Itoco hog II Foil suIpport should be extended to the officers of this Mtfnistrs'/Regional Ci:r , Li..'. -I ba hr project Kula-c 10 ho ancjird rethee0her pcrcporio avod ocea-i proponents during the inspecenon of the project for monitoring purposes by .fijrnlshang full derails and Ott ihr o-C- aceid fi ihe e-rodr A action plninciudtng acnoon iae eot n rsetofmtigative measures adohrenvirotimental pond o-d for -regaro- p-rpor end ffp protecoon activities 06nRI ,pd,- -Itd'' Ta ticot e~~~~~~~~~~~~~~~~~~~- - - r - regarding implementation of the stipulated condinions -it ____-__he_e_-_p-p-- 13. The Ministry and any other competent authorn'y may inpulate any other coriditions or environmental safeguards subsequendy.% if deemed necessary whach should be complied with 14. The manistry reserv,es the night to revoke this rlearance if any of the rondanons soipulated are nor Appendix 3.1: Guidelines for Siting & Operation of Borrow Areas complied with to the sanisfaction of the Mtinistry 15- In event of a change in project profile or implementation agency a fresh reference shall be made to the (A) SITING Mvfimicry 16- The project proponent shall uiform the Regional Office as well as the Mivnistry, the date of Financial Specific locations of borrow areas to be used in TNRSP will be adenofied by contractor. The selection and closure and the Final approval of the project by the concerned authorities and the date of start of land recomunendatnons for borrow areas for use in TNRSP, will be based on environmental as well as civil development svork engineering considerations. Location of source of supply of matrenal for embankmsent or sub-grade and the 17. A copy of the clearance letter shall be marked to the concerned Panichayat/local NGO, if any, from procedure for excavauon or transport of material shall be in compilance writh the environmental whom any suggesnons/representanion has been received while processing the proposal requirements of the MloEF, MoST and as specified in IRC: 10-1961 18- SPCB should display a copy of the clearance letter at Regional Office, District Industnes Centre and Certain precautions have to be taken to reameric unauthorized borrowing by the contractor. No borrow area Collector's Office/Tehaildar's Office for 30 days- ~~~~~~shall be opened without permission of the Engineer. The borrowing shall not he earnied our in cultivable 19 Project proponent should adveruse at least in two loral news papers widely circulated in the region lands, unless and utolI, it shall be agreed upon by the Engmneer that there is no suitable uncoltivable land in around the project, one of which shall be in the vernacular language of the locality concerned informing the vicinity for borrowing or private landowners are willing to allosv borrowing on their fields. that the projert has been accorded environmental clearance and copies of cleararire letters are available wvith SPCBl and may also be seen at the wvebsite of the Mlimstry3 http://wwwv envfor nicrin/ The borrosv areas will not be located wvithin or upto 200 in on either side of Ntlangroves/Ecologically sensioive areas as listed in Table 3. 1 of ELoIP. These stopulauons would be etiforred among odaerts under the provisions of the followving acts and nouficanons uincluding the amendments and the rules made thereafter (B) OPERATION 1. Water (Prevention and Control of Pollutnon) Act, 1974 To avoid any embankment slippage, the borrow areas will nor be dug continuously, and the sire and shape 2. Air (Prevenoion and Control of Polluuon) Act, 1981 of borrosv pits will be decided by the Engineer. Redevelopmnent of the borrowv areas to rintogate the impacts will be the responsibility of thec contrxactor The contractor shall evolve site-specific redevelopment plans for 3- Environment (Protecoon) Act, 1986 each borrow area location, which shall be implemented after the approval of the Supervision Consultant. 4. Public Labdiiy (Insurance) Act, 1991 5- CR7 Nonification, 1991 Precauuonarv measures as the covering of vehicles will be taken to avoid spillage dutring transport of borrow materials. To ensure that the spills, which miught result from the transport of borrowa and quarry materials do 6. EIA Notification, 1994 not impact the settiements, it wvil be ensured that the e-xcavanon and rattinig of earth will be done during day-time onlyt The unpaved surfaces used for the haulage of borrow matrenals wilfl be mautitaned properhy' m P~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ebnsan- 2003 Tantil N:d,& Roadi Sccit Ptroject A pp-ticics to Ensironmenia]l Na,,,.:gcentr Plan TNRSP 04 (vu) Distance of the nearest Reser-e Forest / Willd lfc Sanctuarv /Ilangroves(ifany) Borrowing of carth shall be carried ourt at locations recommended as follows Non-Cultivable Lands Borroring of earth vill be carried out upto a depth of 2 0 n from the exisulig (viu) Distance of the nearest Sacred Grove (if any) grouind level Borrowving of earth shall not bc done continuously Ridges of inot less than Sm as-dth shall be left at intervals not exceeding 300 na Small drains shall be cut through the ndges, if necessary, to facilitate (ix) Distance from the nearest school / hospital / priinary health center drainage Borrow pits shall have slopes not steeper than I vecrucal in 4 horizontal (s) Dith'/Occasional use of borroNv, area bv the communim Productive Lands Borrowing of earthi shall be avoided on productive lands. Howvever, in the event of borrowing from producuve lands. under circumstances as described above, topsodi shall be preser-ed in stockpiles The conserv-aton of topsoll shall be catrried out as described in section of this chapter At such (xi) Any schemes or avcnues for generation of inconie for adjouimiiig comnmunin locations, the depth of borrosw pits shall niot exceed 45 cm and it may be dug out to a depth of niot morc than 30 cm after stripping the 15 cm top soil aside Elevated Lands At locations where private owners desire their fields to be levelled, the borroving shall be done to a depdla of not more than 2 m or up to the level of surrounding fields Borrow pits along Roadside: Borrow pits shall be located 3m awva- from the toe of the embankment. Depth of the pit should be such that the bottom of the pit shall not fall wvthin an imaginary lane of slope I verucal to 4 horizontal prolected from the edge of die fnal section of the bank Borrowv pits should not be dug conunuously. Ridges of not less than 8 m width should be left at intervals not exceeding 300 m Small drains should be cut through the ndges to faclitate drainage Borrow pits on the riverside: The borrowv pit should be located not less than ISm from the toe of the bank, distance depending on the magrutude and duration of flood to be withstood. Community / Private Ponds: Borroxwing can be carried out at locations, xvhere the private owvners (or in some cases, the cornmumnty) desire to develop lands (mostly lowv-lying areas) for pisciculture purposes and for use as fishponds. Borrow Areas near Settlements: Borrowv pit locauon shall be located at least 0.8 km from villages and setdements. If unavoidable, they should not be dug for more than 30 cm and should be drained. Appendix 3.2: Criteria for Evaluation of Borrow Areas by Supervision Consultant (i) Existing landuse (Agricultural/Barren/Scrub/grazing/any other type) (u) Vegetation / trees to be removed (iu) Erosion/degradation potential (iv) Distance and name of the nearest setdement (v) Distance from the nearest surface xvater body (vi) Drainage pattem of the area Fcbnuary 2003 Tiaul Nadu Rolad Sector Pto1ccr Appendices to Elirorioniental llanagemeln lalan TNRSP 04 Appendix 3.3: Excerpts from Tamil Nadu Minor Mineral Concession Rules, 1959 control of Niunicipal Councils and the Panchavat Union Commissioner concerned in Use case of waterwvays under the control of Panchasats. If in any case the Panchavat Union Commissioner refuses to give his appros-al, the case shall be referred to the Revenue Divisional Officer for orders In all other cases the Tamil Nadu Minor Mineral Concession Rules, 1959 [Corrected upto 31.3.2001](GO No 3757, seigniorage fee at the rates specified in Appendix II to these rules shall be charged Industries, Labour and Co-operauon dated 24.9 1939) lays down guiidelnes for establishing quarries and obtaLning quarn- leasc. It also specifics the condiuons to be maintained for operating the quarry or for 4. QUARRYING IN RESERVE FOREST obtaining renewal of quarr- lease In respect of quarrying in environmentally sensitive areas certain restreicons have been irnposed to avoid any detrimental impact due to irresponsible quarrying Some In the case of lands wvhlch have been consututed as resen-ed forcst under section 16 of the Tamil Nadu cxcerpts have been presemsted in tIus section Forests Act, 1882 (Tamil Nadu Act V of 1882) all quarrying and removal of turf and the earth by the public 1. QUARRYING OR REMOVAL OF SAND IN CERTAIN RIVER BEDS is prohibited except inl accordance ivith perrmts gralcted unider ihe said Act. The Forest Department may allow other Departments of Govemment and local bodies to quarnr in forest areas and charge for the material quarned. W\hen quarrying permits or regular leases arc granted to the public or to the Government Quarrying or removal of sand m dle State ma!, however, be prohibited absoluteh or regulated bv the Departments, Government owned Corporations or Companies and local bodies, the material quarried shall Consernator of Ri-crs so the case of lands in rnver beds to which the Madras Rivers Conser-ancy Act, 1884 be charged at the rates specified in Appendix II to these rulcs or the lease amount and other charges shall be (Nladras Act VI of 1884) has been extended and no quarrynmg or removal shall be sancuoned bh the collected as the case may be, as provided in these rules. The procedures and conditons prescribed in rules Collector in such cases wiqthout consulting the Conservator of Rivers. Quarrying or removal of sands from 3,7 and 8 of these rules, as dte case may be, shall be applied to deal wvith these cases beds of nvers in charge of the Public \Vorks Department to which that Act does not apply shaLl not be sancuoned by the Collector wihdout consulung the Execuove Engineer of the Division. '[he District Violauon of these rules shall entad prosecution under rules 13 and 15 of the Forest rules framed under Collector or the Distnct Forest Officer, as the case may be, before granting quarnying leases or fonvarding section 26 of the Tamal Nadu Forest Act, 1882 (Tamil Nadu Act V of 1882); applicatons for quarrynmg leases or quarrying pemuts to the State Govemment or to the Director of Geology and Nfling, as the case mav be, shall ensure that clearance has been obtained for quarrying in the area from the authorty nm whose junsdiction and administrative control the place of quarrying m the nver is 5. QUARRYING IN RESERVED LANDS situated and from the authority in xvhose control any of the bndges or] I 2[water supply sources or works are vested and shall also ensure that no objection ceruficate has been obtained from the Tamil Nadu \Vater In the case of lands wvhich have been noufied as reserved lands under the mules issued by the Govemment Supply and Drainage Board in respect of an area for quarrying of sand in nver beds]2 under section 26 of the Tamil Nadu Forest Act, 1882 Iankld Nadu Act V of 1882), the public may be allowed to quarry provided firsdy that such quarrying shall not injure the groxvth of any uee, secondly that it 2. REMOVAL OF SAND FROM PORT LIMITS may be prohibited in any area for any speial reasons and thirdlm the quarrying shale be subject to the payment of seigriorage fee or lease amount, as the case may be, as specified in these rules. The procedures Any quarrying and removal of sand from the limits of ports under the administrauve control of the State and conditions prescribed in rles 3,7 and 8 of these rules, as the case may be, shall be applied to deal vwith government for scrubbing docks and baLlast on country crafts or for other marme purposes shall be made these cases with the previous permussion of the conservator of ports under secuon 30(1) of the Indian Ports Act, 1908 and it shal be allowed free of charge if the quantity does not exceed 500 kilograms and if the removal is in Violanon of these rules shaLl entail prosecution under rules 13 and 15 of the Forest rules framed under excess over 500 kilograms. Seigruorage fee shall be charged on the excess over 500 kilograms at the rate section 26 of the Tarrsl Nadu Forest Act, 1882 (Tamil Nadu Act V of 1882); prescribed from ume to tLme in Appendx II to these rules. Quarrying and removal of sand for non-marine purposes shall be made with the previous pemussion of the Distrct collector in consultauon with the 6. GENERAL RESTRICTIONS IN RESPECT OF QUARRYING OPERATIONS Conservator of Ports and to the payment of segaiorage fee at the rate prescnbed from time to time mn Appendix II to these rules. The seigniurage fee so coUected shall be credited to the Tamal Nadu Manor Ports 1) The quarrying permit holder or the lessee or their men shall not wvork or carry on or allow to be wvorked Fund or the LandLng and shupping Fund where one has been constiuted for the port. or carned on any mirunng operations at or to any point within a distance of 50 metres from anv railway Ine except with the previous written permission of the Railwav admrnustration concerned or under or 3. POWERS TO MUNICIPAL COUNCILS AND PANCHAYAT BOARDS beneath any ropewvay or any ropewvay tresde or station except under and in accordance with the written permussion of the authonty owvning the ropewvay or from any reservoir, canal or other public works such Muniipal Councils are competent to grant permssion for the removal of sand, etc. from sources of wvater as pube c roads and baudigs 1[ wi except rwath th prefrous xvntten pesirmsslon of the Coplector of the supply vested un them, only so far as such removal is necessary for the purposes of maintaining them in an disinct or any other officer authorized by the State Govremment in tus behalf and othernvise than In efficient condiuon. In all other cases, they shall obtain the previous permussion of the Collector before they accordance wvith such instructions, restncuons and conditons, either general or special, which may be allow the removal of manor miunerals from such sources. In all cases in which the Collector suo moto attached to such permussion. The said distance of 50 metres shaLl be measured in the case of railwvay, permits the removal of mrunor minerals from sources of Nvater-supply vesred in the Municipal Councils, the rescrvoir or canal honzontally from the outer toe of the bank or the outer edge of the cutting, as the Municipal Councils shall be previously consulted so that the latter may have an oppornimty of examinig case may be, and in case of budding horizontally from the plnth thereof. In the case of vlllage roads no whether such a proposal wvill have the effect of interferng with the mamtenance of property. Panchayats working shall be carried out wiltin a distance of 10 metres and except with the previous pernussion of shall be similarly consulted in respect of water ways under their control Removal of sand, etc, from the the Collector of the Distnct or any other officer duly authonzed by the State Government in tLis behalf water ways under the control of Munrapal Councils or Panchavats mav be allowed free of charge for and otherwise than in accordance xvith such dLrections, restncuons and additions, either general or bonafide public purposes and not for sale or commercial profit. No seigruorage fee shall be charged for the special, whuch may be attached to such permission. removal of sand by the public for bonafide domestic or agncultural purposes but such removal shall be subject to the previous approval of the Revenue Divisional Officer m -he case of watervays under the Februan 2003 T,aul Nadii Road Secnor Proicci Appeiidices to Em-iinioienral Mˇiaigemiiteai- -C'Lii NRSI' 04 'fProvided that nor,vitlhstandinig arathiiaug contained in anyi laxv for tlae time being in force or any 1[(a a) provision in ant lease deed or agreemntaciataready execured under rheae rules, riaere shiall be no quarrying joinr Director (Geology and MNining). Deputy Direcror (Geologv anid 2s\ninmg) Assisraaat Direeror of sand in aiiy river bed oe adjoining area or any orhier area which is tocared wvirbin 500 metres radial (Geology and hsbning), Assisranr Geologist, Special Tahasildar (Shones) Special Deputy Tabsildar disrances From tlac location of anyv bridge. warter supply sysrem, infiltration \nell ur pumiiping insrallauion (Nhoes) and Special Revenue Inspector QsN(nes) in rhe districit officers of the Deparnietir of Geology of ant of the local bodies or Central or State Gov-ernment Department or the Tamini Nladoi Water Supply and s\ining anid Plresidents of Village Panebhavais, Executive Officers of Trowxn Panchavaits or and Drainage Iloard bead works or any area identified for locatinig water supply schemes by anyv of rthe TIownshiips and the Comnaissioners of SMuracipalues or Corporations shall exercise the powvera and abuve mienuonedi Government Departmecnts or other bodies)I discharge the doorcs as naaY be required and as the circumstances of the eases wvarrant in respect of the prov-isions of clause (a) and within their respective Jurisdiction 21IProvided fuirthier that there slaould be no quarrying of stone xvidaua a radial disianee of 500 metres from any inhalaired site provided that die said powers and duties exercisable and dischargeable by the local bode aurhonites specified above shall be exercisable and diLscbargeable only- in respect of miunor miinerals namely. Explanauuia - For the purpose of this suLaI rule bulddsng and road conistruruon stones including gravel, ordinary sand, earth and turf and ordinan- else (i) "Pubhc road" shall niean a road, whiich has been constracted be artificially surfaced as distinct from a including silt, boick and tile clay anid within their jurnsdicuion relating to all lands excepting the res'erved track resulunig from repeated use forest lands and lands resenreed unider the Tamil Nadu Forest Acr, 1882 (Tamnil Nadu Act V of (u)"Village road" shall mean aiad include snoctrack shown so the revenue record as vil.lage road I'1882)11l 3[(u-i) 'stone' shall mean rough stones includiaig khandas, boulders, size-reduced (broken or crushed) (b) marenals including metal jelly, ballast, nmldl stonies, band chakass and budiding and road construcuon The quarry ing permiut-holder or the lessee shall rensove, or allow removal and transportation of ant stones other than black, red, pink, grey, green, white or odaer coloured or multi coloured granattes or -any mineral from the area wberer quarrying is permiutted only after obtaining bulk transport permit and other rocks suitable for use as omamental and decorative StoneS.1a fasesnided despatch slips in the formns prescnbed I1[_ Appendices XII, 2(1-A and XIII, XIII A to these rules from the Officer authonised in this behalf hiv the State Government, District Collector]1 or (i)r[inhabited site' shall mean a village site or town site or a house slite as referred to in the revenue teDsrc oetOfcr stecs a e h esnwohsbe emte oga-i n records or a house site or layout approved hbY a Local Body or Towvn or Country or Mletropolitan area or his men in turn shiall issue the fascrmiled despatch slips to the vehicles used for removal or Planning Authorityv, wvhere the said Body or Authorin' is created tinder a statute and empowered to transportation of the miuneral famishing the particulars in the despatch slips specsfically indicating the approve such an area as a house site or layout area.]' vehicle number the quiatitry of the mineral allowved to be transported by the vehicle by using that despatch slip and the time of issue of the despatch slip to the vehicle. All the vehicles used for 2) The Quarrying permit holder or the lessee shall strengthen and support to the satisfaction of the transporting any mineral from any area shall be in possession of the individual despatch slips for the Raihxvay Admnaistration concerned or the State Government, as the case may be, any part of the Quarry quantity of the minerals available in the vehicle at all the times of transportation of the mineral by the wvhich in the opinion of the Railwvay Administration or as the case may be, the State Government vehuices: requires such strengthemung or support for the safety of any railway, reservoir, canal, road or any other pubhc works or structures. ~~~~~~~~~~~~~~~~~~~~~Provided that the vehicles used for transporting any nmieral free of charge for bonafide domestic or public works or structures. ~~~~~~~~~~~~~~~~~~~~agnculcural purpose shall have a letter of aurhonsation from the person for svhose use the mineral is 3) If any rineral not specified in the lease deed or agreement is discovered the quarrying pemaat holder or intended and the vehicle driver or owvner shall be responsible for establishing the bornafde transport of the lessee shall nor win or dispose of such mineral xvithout obtatmng the permission of the authontv the mlineral for such pusrpose when called upon to do so empowered to grant permiut or lease for quarrying of the discovered mnineral and without payment of the seigniorage fee. If the quarrying permit holder or the lessee fails to intimate to the- State 2 [(bb) Government or the Distmct Collector or the Distort Forest Officer, as the case may be, of the In respect of minor minerals namely, building and road construcuon atones including grav-el, ordinary discovery of such nexv minerals wvithin a penod of thirty days from the date of the dliscovery of the sand, earth and turf and ordinary clay including silt, bock and tile clay occunng in any land except miuneral, the Stare Government or the Distmer Collector or the Diatmcr Forest Officer, as the case may those lands constituted as reserved forests tinder section 16 of the Tarnil Nadu Forests Act, 1882 be, may levy enhanced seignuorage fee up to fifteen times of ordinary seigniorage. (Tarnil Nsdu Act V of 1882) and reserved lands notified under section 26 of the said Act V of 1882, the Presidents of Village Panchsavat, Executive Officers of Town Panchas'ars and Townships and 4) The lessee shall, at his own expense, erect boundarv marks round the area shown in the plan annexed to Commnissioners of Municipalities and Corporations shall collect lease amount, seignuorage fee or the lease or agreement and in wvhich he wvorks minerals and at all times maintain and keep such dead rent or area assessment or any othecr payment as the case may be, in relation to the lessees or boundars' marks in good repair, permit holders; sigia and issue tranaport permits and despatch slips to the quarrying permit holders and lessees and collect penalty amount and compounding fee from the persons liable to pay the 5) (a) penalty or compounding fee as the case mav be: The quarrying permiut bolder or the lessee or his tenant or lessee, err , shall keep correct accounts showing the quantity and other particulars of all minerals obtained and despatched from rhe Quarry. Provided that in the case of village panchayats the transport permit and despatch slips shall be jointly He shall also allowv iny Officer aurhoarisd by the 1 [Stare Government,] 1 Direetor of Geology and signed by die Vldlage Panchsava President and Vice-President. In the absence of Vice-President any PAning, Chief Conserv-atro of Foresrs, the Collector or the Distort Forest Officer, as the case may be, member authonised by the Panchayst for this purpose shaflljointly sign the transport permits and so examine such areounts and furnish him with such informations and returns as may be specified by despatch slips in the place of Vice-President. them. Provided further that the issue and use of transport permits and despatch slips for transportation of any minor mineral shall be subject to the conditions stipulated in these rules and intrsmctLons of the February 2003 -i,nmil Nildus Road Scorw P-injecr .Appceiidrs to Enviroarieal ,i Mlai.geieni Plan TNRSSP C-4 State Government. Director of Geology and i\ninig and or the District Collector or the District Appendix 3.4: Guidelines for Siting & Layout of Construction Camp Forest Otficer isstied Fronm rnie to mine (A) SITING The quarrying permnit holder or the levier shall carnoour quarrying operations hna skillftil, scietuafic * , 1 , . ~~~~~~~~~~~~~~~~~~~~~~~~~The coritractor based on the following guidelnes shall identifv the location of che construcuioti site. The and systematic manner keepinig in sies proper safety of the lahour, structure aiid the puhlic and public wvorks lncaited in that viciiity aof the quarrying arca and in a maniscr to preserve the consructon cnvironment and ccology of the arca (d) * A imnimum of 1 km away from aniy major setdement or village Anm Officer aLithorised b- the Central Government. the State Governiment. the Director of Geology and iLiuaing, the Chief Conservator of Fo,rests, the District Collector or the District Forest Officer is A nummum of 300m fanv major surFace se atcr course or bod cmpow-ered to enter uponi anv area svlhere quarrying is carried on. examune the quarrying area, the * On noni agricultural lands, as far as possible adjoining areas atad the quarry accounts and registers and the -ehicles used for ralisportation of minerals from the quarrying area at any place to findout violauons of these rules or the condiuons of 0 Not wxithin 500m of either side of locations Qsangroves/Ecologically senslui-e areas)as described in the quarrying pern-ts or quarrying leases granted tinder these rules Table 3 4 1 belowv I [(dd) Table 3.4.1: Reserve Forest along TNRSP 04 TheJoint Director (Geology and i\lrng, Deputy Dtrector (Geology and slining), Assistant Director (GeologY and i\hning), Assistant Geologist. Special Tahsildar (vMines). Special Deputy Tahsddar Si. Link Ecologically Sensitive Areas Chainage Significance (MLines) and the Special Revenue Inspector (Mines) in the District Offices of the Department of No. Geology and Tslinang and the Presidents of Villagc Panchayats, Executive Officers of Towvn IKulattur Betveen Km i6 0 & 1 50 Kallar River Bndge lies in CRZ I Panchayats and Townships and the Commissioners of Nfunlcipahues and Corporanons shall exercise Tuucorn Crossing the powers and discharge the duties as may be required and as the circumstances of the cases warrant KuMat uAlalattar River Bridge lies in CRZ I in respect of the provisions of clause (d) and within their respective jurisdiction. Provided that the 2 Tuncoon Between Km 8 0 & 7 0 Crossing (Qlangrove along river sud powers and duties exercisable and dischargeable by the local body authonues spccified above _ . bed) shall be exercisable and dischargeable only in respect of mmnor minerals namely, buiddng and road construction stones including gravel, ordinary sand, earth and turf ordinary clav including silt and brick and tle clay and within their jurisdicton relaung to all lands excepting the reserved forest lands (B) LAYOUT and lands reserved under the Tamil Nadu Forests Act, 1882 (Tamnd Nadu Act V of 1882]1 (e) A conceptual layout of a typical consutuction site has been presented in Figure 3.4.1. The Contractor during Any person who has been perritted to quarry under a quarrying permut or quarrvyng lease in any area the progress of work xvfll provide, erect and maintain necessary (temporary) livtng accommodation and under these rules shall use the area only for the purpose of quarrying the mineral specified in the ancillar; facdities for labour to standards and scales approved bv the engineer. All temporary quarrying permit or quarrying lease. If any error or wvrong descnpuon of the mineral is found in the accommodauon must be constructed and matntained in such a fashion that uncontaminated xvater is order granting the quarrying permit or lease or in the lease deed or agreement, it is hable to be available for dnnking, cooking and washing Safe drinklng w-ater should be provided to the dwellers of the corrected at any time and the permut holder or the lessee shall not claim any right whatsoever based construcuon camps. Adequate washing and bathing places shadl be provided, and kept in clean and drained on any such error or wrong descripnon of the mineral found in the order grantng quarrying permut or condition. Constructon camps are to be sited away from vsilnerable people and adequate health care is to be quarrying lease or tn the lease deed or agreement. provided for the work force (I) Sanitation Facilities: Constucton camps shall be provided sanutary lautrnes and urinals. Sewerage drains No person is entitled to remove any mineral from any land after expiry of the period of the quarrymg pertntt should be provided for the flow of used water outside the camp Dramns and ditches should be treated w-ith or quarrying lease granted under these rules bleaching powder on a regular basis The sewvage system for the camp must be properly designed, budlt and (g) operated so diat no health hazard occurs and no polluuon to the air, ground or adjacent watercourses takes The Person quarrying under a permit or lease in any area under the rules in Secuon II shall not keep place. Compliance with the relevant legislation must be surcdy adhered to Garbage bins must be provided in the land any engine, machinanr, plant, arucles or things whatsoever after the expmrv of the penod of in the camp and regulardv empued and the garbage disposed off in a hygienic manner the quaryng perimat or quarrying lease atid they shall be removed from the land on the last day of the quarrying permit or quarrying lease Shelter at Workplace: At evern workplace, there shall be providcd free of cost, four suitable shelters, two for meals and two others for rest, separately for use of men and women labourers. The height of shelter (h) shall not be less than 3m from floor level to lowest part of the roof Sheds shall be kept clean and the space In case of breach by the quarrying permit-holder or quarrying lease holder or his transferee or provided shall be on the basis of at least 0 3ma per head. assignee of any of these rules or of the condiuons of the lease, the Director of Geology and Minung or the Chuef Consenrator of Forests, as the case may be, or the Disunct Collector or the Disinct Forest Canteen Facilities. A cooked food canteen on a moderate scale shall be provided for the benefit of Officer as the case may be wvthout pre1udice to any other penaltv vhich may be imposed in respect of workers xvherever it is considered necessanr. The contractor shall conform generally to sarutary requirements such breach, may cancel the lease after granung an opportuniry of heanrg to the said person. of local medical, health and municipal authonues and at all umes adopt such precauuons as may be necessary to prevent sod pollution of the site. Februan' 2003 1 nun Nadu Road Sectr Pirccr A ppepi-lcc, to Ell-ronmenral \ lai.agec- o lri[la I NRS1' AJ4 First aid facilities At even- workplace. a rcadilh available first-aic Unlit tincilding asl adequate supply of scerihzed dressitig nareoials and apphiances w-ill be provided as per the Factor- RuIles of Tamil Nadu WVorkplaces remote anid far away from regular hospitals wvill have indoor health units virli otic bed for even- 250 workers Sultable transport wvll be providcd to faciltate taking injured and i1 persons to dhe nearest hospital. At every workplace an ansbulance rootm containing the prescribed equipmenit and nursing staff will be provided Health Care Facilities Healtlh problems of the workers should be taken care of by protiding basic health c:sre facihrues rhirougli hcalth cenures temporarily set Lp for the conistruction camp The calrls cenrre should have at lcast a doctor, nurses, dunv staff, medicinies and niinimum medical faciliues to tackle first-aid requirements or minor accidental cases, hnkagc with nearest higher order hospital to refer patietits of ma[or dilnesses or crincal cases. The health centre should have ilC\V (Mlother and Clidd Welfare) units for treatiag mothers and childreia in the camp. Apart from this, die health cenLre should provide wvith regular vacciiations required for children Day Creche Facilities: At everv construcuon site. provision of a daY creche shall be worked out so as to enable women to leave behind their children. At construction sites where 20 or more women are ordinanrly emploved. there shall be provided at least a hut for use of children under the age of 6 yvears belonging to such women. Huts shall nor be constructed to a standard loNver than that of thatched roof, mud walls and floor with wooden planks spread over mud floor and covered with matting. Huts shaDl be provided with suitable and sufficient openings for hght and ventiation There shad be adequate provision of sweepers to keep the places clean There shall be two maidservants (or aayas) m the satisfacton of local medical, health, munucipal or cantonment authonues Where the number of women workers is more than 25 but less than 50, the contractor shal provide width at least one hut and one maidservant to look after the children of woomen workers. Sire of creches shall vary according to the number of women workers employed. Februar 2003 Tamil Nadu Road Sector Project Appendices to Environmental A:ai,age-nent Plan T-NRSP 04 *:RErHE I _~~ ~ ~~~~~~~~~~~~~~~~~~~ ~~~ FF_ L IN__ __I* ItSPECTOR OFFICE STODRE 3M WIDE BR IC K PAVI I FEMALE CHAIN LINK CEMENT WORKERS FENCING ____PLASTER LADIES ( \ ~~~~~~~~~PARKING CONSTRUCTION PLANTS _____ _ _ _ VEHICLE WASHING WASHING LiAREA OFFICE | FAMILIES rr ONE BRICK THICK 3M HIGH BRICK WALL TO GENTS PARKING ui SEPERET THE SPACES TOILET Li > ~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~L.J MALE WORKERS WASHING UAREA ENTRYI FIGURE 3.4.1 TYPICAL LAYOUT OF CONSTRUCTION CAMP February 20D3 4Ulpnl,;997 libraries and through Internet The PCC Consultant carried out an) ecological stiri-ey along both the corridors In TNRSP 04 4Rarranathapuiram and 'luucorini district wvas taken for detailed anahrsis The Recentlv the llOEFl has issued a circular No 21012/26-99/IA-I1 dared ldth October 1999 regarding discricts are dos-ided into few ecological units based on their spectes composiuon, ecological vtalues, degree of idening & sirengiening of existing roads and bypasses. ctarfving the issue of marginal land acquisiton. connecrivrr-v and expected rmpact at the sire 1the ecological survey reports also Incorporate the suggesoons The salient freures of this circulasr are given below.' taken forin group discussion / community consultations carried out at different places Informations were colUected -ivit regard to protected areas. criucal habitats and threatened spectes Surv-ey s were conducted in order to determine the tloral and faunal coinposrlion The plant specLes that are present ivthin one square Box 2 Govenment of India Anrendinent on EIA ,equi-r-ents in 1999 kam of each studyi site were recorded. Ecologicallb sensiove ecosystems sucli as moaangrov-es and sea grasses The S that are highily producuve, sei,eutve and fragile are also taken into considertuon Thc report also sars thatT Nu ro St plantation of saplings must be carried out iii the rano of 1 4 in order to compensate the removal of the "It u hereby clarn&ed tha marginaal land acqu-an mens land aeq.tisrn tint eceding a rul -dthF 20 ae,ters on isature trees ffromi eilier side of the road I hc lst of all species found at dirferent sites is annexed at end of eirhrr side of th, enistng aiginrenr per togrther anurrher, itr aleo eanfi,d that byperscs wauld hr neartd as stand Astie the report Discussionas and meetings ivere also held rwith Forest Deparment, GoTN arid Roadside project, and would ecqure envi -nm1cral-lcetilyef the cout ofth, pn)juct ecd,R, 50 ciocS ad, communtim 'I'he collected data ivas anairsed and potenual tmpacts oni the brodiversin anid natural habitats seam 151Mr a ia ne reers liSabred citO vr999 were predicted at all the stages of project and Its significance level rwas established Tire improvements iiicludiiag widening and strengthening along the exusung ahgnment wvth marginal land acquisiton and the some sireiches of the corridor passes throuigh CRZ - III The project lias obtained the clearances for the timplementauon from GoTN and Gol Environmental Assessment for Ramanathapuram Bypass shail be carried out in subsequent phase of the project. Fdlatuiun 2003 I :iisil N idu Road Secso PLoOcr .Appendi:cs to En-ionmse,ticl M[aagemeni, Plus I'NRSP 04 NATURAL HABITAT POLICY Coral Reefs As per the World Bank OP 4 04, the conservation of natural habitats2, lke other measures that protect and The islands ace built of a calcarcoUs trancevork of dead corals and coral reefs There are approximarely 120 enhance the environment, is essennal for long-rcrimi suIstainable developmenr A precaLLuonarv approach to species of coral belonging to 33 genera associated xith thcsc reefs (Needskaman. /992) Tihe coral reefs natural resource malnagementi to ensure opportutilues for envirotime-talh sustaiable de-clopment has been support a wide varien- or marine animals. vegetation and a great d-ersirv of algae, sponges, and fish. The adopted for the project The main features of Baink's Natural I labitats Polic- are outlned in Box 3 coral reefs are rapidiv deteriorating as a result of human interference, greacer sit intlosv draming from the In ordcr to assess the potential of che proicct acovtIes to positely or negautehl affect the natural mainland, winds bloswn sand and other causes resources. an assessment as been carried out as part of the EIA process The study- includes idenufication of (a) natural habitat issucs along the projecr road anid special needs for natural habitat conscoanon. including Coastal Wetlands the degree of threat to identified nanural habitats anid (b) measures for protecung suich areas There are a wvide varierv of natural s-erlands along the coast, incltding estuaries, salt marshes, tidal flats and coastal lagoons Most of the wetlands offer valuable habitat for birdhfc Of particular nisportance are the Bo. 3. Main features of the Bank's Natural Habitats Policy (OP 4.04) wetlands with mangrov-cs and the coastal lagoons wvitl extensne vegetation The economically i-table species of Hjpnea. Ge/zdie/la, Grae/ana. S/reshospemnim. Hjdrolarhssrms, C/athrat/o, Padmna, and Caitlerpa are wiell The police on saserl habitats contains two major prsis.ioos wth respect to biodisersin consco.'aon and hA. Firstly, t distrbuted in the GuI of Msannar. prohibits Bank invole-n--rnt o prolects, which invole c significant conversion or degnadation of cnocal natural habitats. These inclade c,isong protccted areas and adinin,g or Laked arcas or -esoarces (sach as water sotrcs) on Iunch the Sea grasses protected areas depend; and sires ideonfied as imunang prnrctiono Secondly, herc natural habitnti not-side protected areas are withi. a pralecets are. ofalfluerce, the p.lofict -uSt riotconvert the. sagnifica.dy lwn/al: - s . Seagrass are marine plants belotaging to two monocooyledonous families, Hj_drochantaieae and Potamowonaieae. there we nofusiblealiernri - ; There arc extensive seagrass beds along the coast)> The seagrass beds are feeding grounds for the dugong (Dugonp dugang. Thev are responsible for making Park Bav and the Gulf of Mannar the most important J to A u,,.,.s'... areas In the region for the Dugong. The seagrass beds also prov-ide feedang areas for all five species of - ,:! -. .r in.r.... - .srt [[t i,-,v .1- ...... t'.r . 1 l. . .ld normally us'lode sopport for onwe nemore ...marine murtles. These are the Green (b(helona mydas), Loggerhead (Care/ta carnI/a), Olive Ridlev (Leidonbhel a .. -. .-. I a, .,.,.i than *. .'~~~~~~~~~~~~ .j a/irar~~~ea), Hawsksbill (Eremoihefia smbnia/a) and Leatherback (Denaoibe/ss coracea). Many speresof steas # r -, z 1 ~~~~~~~~~....... . I , - .f 1. -S'i; ,... .i..... ...... l:1than,' i. .,.;-ii.;' -!i''i ,j' olivaea avsU(EmohtT sMb-a) an etebc DrogeraTLa l spec e of crustaceans, t,n ,h . F - - -: molluscs, gastropods and fish are also known to inhabit the seagrass beds off the coast. The seagrass - ^ - n corriariurunies are also valuable habitat for comrnmercial species, parucularly the green tiger prawn, Penaeus semcjslcatns., whuch is extenslvely harvested for the export market. DESCRIPTION OF NATURAL HABITATS Chankbeds RESERVE FORESTS The sacred chank, 4noespyram, is found on fine or soft sandy ateas under the waters of the Gulf of Mannar (Neelakantan, t993). The chank beds are ver. productive The simrsral forms are used for worship in Hindu There is no reserve forest comes along or in close proximity to TNRSP 04. temples. The Tuncoon lada varietr of chanks is in demand in West Bengal for manufacturing omaments. WILD LIFE SANCTUARY Oyster banks T 'h e G u l f o f M a n n a r B i o s p h e r e R e s e r v e o c c u r s w i th i n 10 k m of t h e E a s t e r n C o r n d o r . T h e r e a r e 1 0 o y s t e r b a n k s m t h e G u l f o f f i a nan n a r ( e e l a k a n / a n , 1 9 9 3 ) T h e d e p t h o f t h e b a n k s v a r i e s f r o m 10 to 20 m. The main concentranons are off Tuticorin and to a lesser extent between Nalla Thanna Tivu and Vinokkarn. Species of oyster mclude: Gulf of Mannar Biosphere Reserve * Pinctada fucata, the preferred pearl oyster; * Perna vtradas, an edible species; The Gulf of Ivlannar Biosphere Resenre is a manne reserve off the distncts of Ramanathapuram and * Meretrix sp, Karaloysia sp, Anadaca sp, Donax op. all edible bivalves, Tucorom The Reserve compnses 21 islands and, wvith a land area of 623 ha and seas shallowver than 3.5 * Ponehclor, afan sll fathoms on the landwvard side of the islands. The nearest among the 21 islands, Kanxashu, lies at a distance onna bcolor, a an she of about 7 km from the road upgrade The Gulf of Nlannar is the first Nianne Blosphere Reserve not only in India, but mn South and South-east Asia Biophysscal uniqueness, economuc, social, cultural and scienfic Sea Cucumber importance, nauonal and global significance, and management compatiblhty at the local and natonal level, Halolhonan (sea-cucumber), an endemuc cchinoderin found m abundance along the coasts of the Gulf of were used as the basis for selectng the reserve as a priority site (GuaofeyjAlannar M\1anagement Plan. DrafI). Tvlannar and Palk Bay, is extensovelv harvested for export to Japan and other South-East Aslan countmes as a The Gulf of Mannar Biosphere Resenre compnses 21 islands, mostly of coral origin The marine resources highly prized food item. Howvever, some species have become rare as a consequence of over-fishing supported by the Bio Reserve are descnbed below- Holot/hna s.abra, Hols/hena pintjera and Hola thunia atra could become endangered mn the absence of appropriate conservation measures. SOCIAL FORESTRY 2 Natural habtats ate land and water areas sehert (i) the ecosyems' biological co-a,neies ane foinsed largely by nauoe plant and There is no sorial forestry along or us close proxumtry to TiNRSP 04 arinal spcies, and (a) lrain acatvi hans not essentiall anidlhid the areas p,,nany ecological foocuons Februar 2003 1 anril N;I;ILL Road Sector P):necr Appen,dices to hvinnoameital 5 [aigenet Pla,n TNRSP' (I4 ITMPACTS Appendix 3.6: Guidelines for Identification of Debris Disposal Sites Impact on Reserved Forests The locauons of dumpmng sites have to be selecred snLCo titat 'FIhere are no foretis aloteg rlic'te\-[N 114. licence no imlpacts are an,ucipired * No residential areas are located dosnsind sidc e of tliese locantieoLi * Dumping sites are located at least (10<}) ril asav frolal sensirn-c locations (\\ Id life Sanctuarsv/ Im pact on W ild life SNnctuArN langrove s/tEoiogirall sensitive areas) as gaveta in Appendix 3 4 As lie Llt of MN laitar Bio,plicrc Resct c iaid l)i011L CalimerLcrc SiCLeruar -Jra 'Lt a dlIataicfc nt more tial is * IDmpiaig sires do nFot contamittate ala ice sorgcsn t rap cp en d a3 t km ooff tr corrdor I-Ic-acfeone n. jor itapat( si ot liic iiospiereR .cscrvc libelk v due [i Il lruls0sed prOlect * D sites sate aeutemcap tt ea t hec r amoota t c tafndebi e * DtLIMpilg SUCeb hri e adcq(LaLe c:1 ICtL ICIl ,ltl rol rhIc aIoLIlat of devbris gerieritled MITIGATION MEASURES * P'blic pereCp Lioti aboUtt ti leca I irin of debris dclspc-sd site hIaa to bc obhratied beforc finalzing tiC loecation * Permission from thc Village Pancisavar Is to he obtrined for the dLnsmping sitc selected Mitigation for Mlangrove Vegetation * Productive elainds are avoided * Avaidable waste lands are given preference Implementauon of the project 'sill n1ot cauLsc any- rcemoval or degeadation o.f niangrorve species As there is no Corest is coinLig directly oni the corrido,r hence mitigation measurcs are niot rcquired Howe-er, the gencral prevenutie / precauuonrian- mcastires proposed include * No construcLion sites camps to bc located within 500 m of niianigrov-c areas * Care to be taken to prevent any disposal of construction sWastes/ debris anid orher types of sanitary!/ construction eftlLlents Within 1 Kits of such areas * Adequate trainitig of the svorkers, and availability of their fiel reqLLiretiaentis to be enisured by- contractual obligationts to prevent anV Lllegal felling Mitigation in Wild Life Sanctuarv As there is no wvildhfe sanctuary direcdv coming along the TNRSP 04, hence no impacts ire anticipated IMPLEMENTATION ARRANGEMENTS & MONITORING The members of rhe Envtronmental Cell soll be trained in enivt-rurimental protection both in theoretical and practical aspects The environmental specialist w-ill develop specific nodtiles catering to all these rieeds after assessing the capabibhies of the members of Itie Enviromnental Cell and the requiirements of thc project The enure training would cov-er basic prnciples of en-ironmental assessment and nsanagement. miutgation plans and programmes, implementation techitiques, monitoring methods and tools The plantanon and landscaping programmac along the corridors w%ill be cartned out by- the Forest wving of the PIU headed by the ACF The mitigaton /enhancemenit measures proposed inside the Reser-c Forest will be implemented b the Forest Depairutent thlemsel-es for wvhich the liltghsvavs Depsrtment stall transfer adequate finds Custom-made formnats hase also been crcaetd for the pro)ect to ensure that the Contractor carries out dIe construction adhering to dac gtidelhnes (all pres-enuve and precauuonary nseasuires suggested to safeguard thc natural habitats) and paviag due regard ti the enii"ronnseMt The EMP is to be osade part of the Contract Documents- his still ensLire thit tiae Conttaltor tmplemaetts tis prosvisionss sath tle samase diligence as t[ie orlacr Condinonis of Contaract As the Etaginieer, the Conisrnicuota Supen-ision Cminsultant (CSC) st-ll be responsible for the supen-ision of constrsctioni and release of payiments Since the CSC swill have a full-nime Environmenral Speciaibst supernising the o orks, the prolecrt has bult in significant implementatsoil and superv isiotn capabiLtit- Februarn 2003 T.,imil Nid n Raid Scmroi Pioject Appendices ro Eionn01Meni[:,1 \i[-gn-gemt lIr l1n T-\RSP 04 Appendix 3.7: Specifications of Safety Appliances for Construction Workers IS: 6994 (PartY)- 1973 IS- 6994 (Part 1) - 1973 Indian Standard 0.5 For the purpose 4deciding ritt'h3 a pa riiril.vi s tiCinstil ', iuls standard is conmplied- %vith, the final valti.. il,srrvtld sss, i tl' . -,prcsssssg SPECIFICATION FOR rthe result of a tcst isr asialvsis shall bhe rounded oil il, acordatr,- stilh IS 2-1960*. The nussils-r of signilicant placrs retsimssd itn dth roundrd .-11 INDUSTRIAL SAFETY GLOVES value should be the saic as that -0f the speviflrl val us in th, sqtasid,rd PART I LEATHER AND COTTON GLOVES 1. SCOPE 0. FOREWORD 1.1 This stasidard (Part 1) ps-iscril-s thie requircotitnin, tndti the inethi ('.I sampling and rest for :1 rang.. 5sfIn predsii types of leather anid cotton gloves. 0.1 This Indian Standard (Part I) was adopted by the Indian Standards d p Institution on 25 April 1973, after the draft finalized by the Leather Sectional n etgainst cotimon idustrial Committec had been approved by the Chemical Division Council. 1azaTs's. 0.2 Safety gloves, gauntlets, mitts and hand guards are used by workers in .2 This standiard dor s inot cover asb stos indufsrial glvesio , gloves utsd by various industries to protect their hands and portionof the arms against com- the medscal profession and gloves used for protection against elctrical mon industrial hazards. For the guidance of the user, the typc of gloves, hazards. gaundcts, mitts and hand guards cornsidered most suitable for ccrtain cornmon 2. TERMINOLOGY industrial hazard- are given in Appendix A- The number of vaneties have been reduced to sininmum. It is hoped tiat the canalization of demand for 2.1 For the purpose of this standard, the following deftnitinns and the dcfini- gloves into these preferred types and sizes will facilitate economic production tions given in IS : 1640-I960t shall apply. and provide for the greatest cconomy in use. However, asbestos gloves and gloves giving protection against electric shock are not covered in this 2.1.1 Cuff Extension ofa glove, gaundct or mitt whieh covers thr wri,r standard. or arm. 0.3 The gloves specified fall into four broad groups: leather, plastics, rubber 2.1.2 Full-Ann Gauntlets -A covering for die haed having separan- and cotton. The sizes for gloves of leather or corton are simniar since they are fingers and thumb with cuff length greater than 300 mm huit not exceeding based on a common background of development. The sizes of rubber and 400 nun. plastics gloves differ from the remaining groups because these glovcs were 2.13 Gauntlet -A covering for the hand having scparat. fingers anid developed in a separate industry and it is not possible to reconicile this dif- thumb with cufflength greater than 63 5 mm but not exceeding 300 mm. ference at present without causing hardship to one industry, because of the 2.1.4 Glove - A covering for the hand having separte fingers asid thmul, consequent change in plant. In this part, leather gloves, gauntlet., mitts and with cuff length not greater than 63'5 mrng hand guards havc bcen covered. Rubber and plastics gloves will be covcred in Parnt and Part IIl respectively. 2.1.5 Gnw Pautrs - A partern of the four-finger and thumb design. having the face of tlhe thumb, the palm and fist (index) and fourth (little) 0.4 Whilc preparing thin staiidard, tonsider able assistance has been dravwn fingers madc of one piece of matcrial. The back is of one piece up to thc eisif lom thic follswiizig standards: and includes the backs of the four fingers at lrast. The fronts nf the wecnnd AS Z 4-1963 Isidustrial af,srv cloves and mittens. Standards Associa- and thiud fiugers may be one piece each, jointed to the paln at the base nlo ti.>n of Australia. appropriate fingers (see Fig. 1). \ Ii S 31 -19 i Sp.ril- mion for irviustrial gloves, gauntdets, rnitts aid 2.1.6 Hand Guards- A piece of prorective- marerial of various designts has-d-guards. South African Baerau of Standards. used to protect the hand. I.S 1651-1966 Specilicatison for indttscrial gloves. British Standards 2.1.7 Milt - A covcring lbr hand wvith separate thumb aiid a common Ilistiuricon. covering for the fingers. ASAL 1.7-12-11(4-1 Lea:;ther and asbestos gloves and mrittens (Amterican. War Stardard -. Ansierican National Standards Institution, IIc. Rules ror ruding off nuneriri values 3t(lsar oif .ensu rtaling to thids. skis m.t leathr. 4 - l..............:nbr iJnrF 2003 I t-l1 N.:& Rto:id Secror P.ojectpr Appedtces to EnPltontmcnta[ N.ltngemnnt 1iNR m NPSP 04 IS: 6994 (Part 1) -973 I 991 (Part It-1973 S ~~~~~~~~~~~WELTI VEIN PATCH F * I tt DIPN5 . * G(6USSET FIG. I GLOVrOS OF THE G -NN PATmIER' IIN THUMB SEam S ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~REINFORCING 2.1.8 Clute Patlern - Glovcs of thc four fingers and thumb design havuLig a PATCH one-piece palm includiing the fiont of all four fingers and the back of the index fLnger also (see Fig. 2). The scam on the back of the hand may be an out- I scain or an inseam. 2.1.9 Montpelier PaUeoi -The Moutpclicr pattern shiall he of the four FRONT BACK SHOWING THUMB BC * ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Ftc_ 3 GLOVL5 OF TqE OTPLE PATr-ER.N' *O o D L e X srtscrlnc I 2.1.10 O r ' e 4-A covring for- the hand. having a separatc ;SG I \ I I I I thumb and index finger and ia common covering for the remnainig finrs. , L L ALTERNATIVE 2.1.11 Reinrrceent - Anrt tra tiickiess of iatcrial attachdcr to psrtions DOUBLE ISTITCHING I PALM I INSEAM of the gloves to _ieeE a partic_Ilar reqluiriinnemnt. I I * ~~~~~ ~ ~~~~~~~~~~It--- - 3. TYPES * I I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~3.1 This standard covers only I I of thle 19 typvs of intdustria! gloves nlen- L I-STITCHING dioned below, the rest biinog included in Parts II I1: and Ill T B K OUTSEAM Type I - Chrome leatier t glovs; I ~~~~~~~~~~~~~~~~~Type 2 - Chrome lezthier insezim mitts and one-fioger mnitts: 5 -- ~~~~AType 3 - Chrome leather gamntlet: Type 4 - Ch romc leather irs,s:ai n gaunt ict wvith I anttvat or lea tlite cuff:i, wisih or without rrin forcciitt:t btwmIL thumtb attd * ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~lurcfinger; FRONT BACK Type 5 - Chrome learher staplcd doubie-palm gloves; ITHUMS CUT AWAY I Type 6 - Chrirtsc le-ather iztsfairt gaunrilct with vein patche; anid Frc. 2 DI . aprons Coscring pains To first joint of fingers; FiG. 2 Gjt.vEs OP THE CLtJTE PA1T`TER\' Type --Chronme leather hack and paInt. ins-anm gloves: 5 6 cb-ruarv 2003 Ta-rnl N.ad, RoAd S,ctor Pro2ecr Appendcecs to Eronenral NL[alug-reiv Plan INRSP 04 IS 699-i (Part V 1973 ~ ii~a- 9: TABOLE i REQUiIREME.NNS OF 1.EA.XrfEjt 2 I 7. i G 2; .I i / I '222 Liii-;,:. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~2r~~~~~: 2222: [a; 2,:,~~~~~~~~~~~~~~~~i IA 7 lh 2, ~~~ild 11 i- 'i kIt I r im. d,vK i a st C'litiride 1.. :?on :t Tyl2c ll: 1.. ,i i 2d , , ridi'h - I gorLi :iwi 0 ttp. SI,rn,krn 22r22P 2'i, : th, i. it -.1 I S 3 Nclrlh !s o,F dACz,r-, -.r l :.j22g 2 u.-. 1ia 4. REQUIRLMENTS FOR TYPE 1 7in to It, 110ri_ 2rni u-(r-n, 1-01- 4.1 Material 4.1.1 Lethewr- Gb2Itoti,ti ttitit2d LowSor ouig bufl'al gi-ainior splitL ,leiwr 4.3 Design and Dimnensions - Ihn. gloves shall hie of r rrher Lhl. ClUte to conformi tok the foilosirn rerqurmetpattern or the Gunli pattertil or thie Nloriprlier patter-i. Thc nuinuntuiit qtLIrements: o~~~~~~~~~~~~~~~~uruide dnimcn:rons ofh,!i glutvts hall orass follows: a', The leaclicr- and flesh split shall he of naltural Co10Lor having tlcur;kess of 1-0 to 2-0 nuT anid I-5 to 2-I) mmn respectively;, Diniensio;r A-en' ltanai's b) It shall be: soft, pliable and free froin flaws or loose fibres; mnii Trull c) It shiall be treated in SuiCi a miariner as shall not obsciure defects arnd OVerall lenIgthl r(, tip of second finger 254 229 such that it shiall not be stained with compounds' of ironi; Across panin at croitch of thumb 121 1 14 d) In case of graint leather, it shall not crack on the. grain side whieni From tip of index finge-r to) crotch of thiumib 1 27 121 bent grain Outwards round a mandrel of I-5 mmn diamietcr, thr-oughi Fromi tip of thumib to crotch of thumbil 76 64 an aingle of 180 degrees; Across openinig of glove: 140) 127 e) It shall comply with the reqtuirements given in lIablc 1; The leather shall nioc contain aniy chromnatc extr-actable byv water rrr 4.4 Stitching - Irs the ease. of Clute and Guuin patterns. the glove may be cdilutrt acidls; andI either the insearn or otit-icani typez. JIL ile coas(t of Nionmpelier partrtern thu gI The leather shouldI also be treated for miildew%% rcsistarree. goehllbthouea t-Pe.Teehale6to8stlrspr2rnt with the entd Of all Stitchinig seCuLrelv back-stitclied. All stitches shiall be. 4.1.2 Thread- Cottois sewiviig. Thread conforming to Va-rirtry No. 23 of' joined together b's aL dlorible rowv of stitching. 'The comipleted glove s;hall be IS 1720-1969' shall be used. of the in5caur rypec with tIre stitchiing on the fingers anld the thumbif o.n tha 4.2 Size - The. gloves shall be tested for size arid slsall fit oni a glonvc iron, inside as a prorecu ots. the minimuim palmi ci rcumnferencr of which is 254 mnm for nmen's gloves and( 4-5 Reinforcernent - Rc{infur-eecrncltshall be- provided berwec(:iitl the runib 216mmniforwsoncsin gloves. The circumifere-nreofthe fingers and the thumbadteidxfigr 22eiertr hl ftrepln'i f h hm xed shall be proportional to the circutmference of the palitr suibject to normnal 1mig tue whole lengthi ofihie index lirngir ,nrd li.til ben eu, -ivv 5es(_t ctosr-fl. allowance being niade fbir fourchertts. seams, aridi Thickness- rfl1,at hcr botmsee: thc fingers. ~~~~~~~~~~~~5. REQUIREMENTS FOR TY-PE 2 4.2.1 For sizes large-r than tie riisitniiiuns mcntiotirdt above, agraeementst51Nae- should bie reached betweecn the puirchaser and th 5.upplier.- _____________________________________ ~~~~ ~~ ~~~~~5.1.1 Leo!/ier -- C hr,22run: L.irried split c. mp21lv lng, kvitih i h( cce ui reiieti 15 -Will be covenal in P,nn II specifi.cd in 4.1.1 ,Sciiamif, ,io L2scwirng thread fir: ei/ni- 5.1 .2 fltrensd - It shall compls w,ith the- reuumir-cns-n4 rprifi,d 'li 4.1 .2. Feb-no 2003 .liill Nad, Road Secror Pmo1cct Appe-dices ro E-X,romIiie,sial Managme-et lilr, l-NRSP 04 IS 6994 (Part 1) - i973 IS 6994 (Part 1) - 1973 5.2 Designi 6. REQUIREMENTS FOR TYPE :1 5.2.1 '.:tt,-'' I i - -s, 5 i , I!!!il,tt n.II-ing,:r i;6. Materil I![ ii lI i ti .i ah'- itir! 'h:tH li1- cicct irDTTIe oiaa.:, :r- -i i tr!n,=l t ..... '1 !1t1 J .-. ,'. ... .... r, -ei : -: ., *,.t :s D.ii sUtc bit isit t 01 tdij X t{i' 6.1.1 LeaiItIcv - (,CI!!Urbl} tat!I!t! .! .Bl!1 .st t,ii pt i i:z1 .o !,t i!'' 16.h I c I lili i -t Uh .. ;! - ot mI'ti pre,,crii:-ctd il! 4.1.1. 5.2.2 11.t. P t. h. I ii i,-t . -I !IC U.:lCrt O. !ctihs. .-. :. 6.1.2 7Treadd - saiII: as !i: 4.1.2. Ir , I Iit. t!.! i', IlhO h,-itb 6.1.311 .taitt sd 1dr l :h, tnttt a tstnit. ldi1tifl tlid gtuartls / l / !/ \\ J' iVi;ihouttr a Spata:tt- 1tttitli) sliall 't: tctt! !ss 1ltntt it 5 It'll, t .d-. \ S~; jr 12.3.3 HaIld ga:!rds shall be providcd with otil-ce' or strapi ,r bol it t" lit rs- pccrelll v r,rttl tin : wrist or ittdex frtg,rs ozt rottt(I botch 12.4 Seams and Stitching -- Thr ltotlttlr tattd gtards sItall li jit tad whtre nreessary wtith suitabic bifurcatt:d rivets oti bsv lock stitching witht threads cotiplving with the requirements spectl ud in 12.1.2. Stitch-d se-ams shall be reirtfurced by stapling with galvaotizt:zc Stel wire (sie 6.1.3)- \\hen stitched there shall be not Iess than 6 and nort nore than 8 stitcties ,xr 25 ram with the ends of all stitching securely back-stirched. // 13. REQU1R.QIENTS FOR TYPE 15 13.1 Material 13.1.1 Coltoni Drili- Cotton drill shail be unbleached 315 gjirn2 with a tolerance of 19 gim2. 13.1.2- Knitted Fabricfor Cufts - 2120 all cotrton. 13.1.3 Threads -same as in 4.1.2. 13.2 Design 13.2.1 Paitermts - The gloves shall be of either thte Clute pattern or tht: Gunn pattern. 13.2.2 Size - samec as in 4.2. 0 13.3 Dimensions - same as in 10.4. o \.. 13.4 Cuffs - Ctffs itt both the parttcntt hall bi- itdth r Cotttt drill calfi, Sl to 152 mm deep rhe edges of which shall lie t :rimed: or a knittcd ctsff; 0 5; to 152 rnm de:ep for men'. protective glove' andic il to 127 mm dei dp itr O wOitsett 5 pr:atttr. ive gltoves. Thetv stttdr l gtvt'T k st.F Ia l rlctj t hi.o:tnti a tn o n1 the bohttom idge- ii' the gloves. O l 13-5 Sthitchine- -Th glove shall bc of ttht* ilt :a-tl tsp.' .vidl the Aittchifig =n ths - inside as a ptoiftttion. All satiching silIl tic o I-ik-st itch rype v ith the thread speciliud in 13.1.3 and thtre shall bc i to 11 stitches per 25 mm. FIG. 5 TYPICAL HAtSD GUAtD The ends shall backt-:urelybaek.stitched. 15 16 Pt,br-om 2003 F,rnil Nadu Road Sector Ptoject Appendice, to Erutaronititentd >lactagentert Plan TNRSP 04 IS: 6994 (Part I) - 1973 LS 699It I':-. I - 1973 c) Year ofmrantitcture; and li Wihere applicable, the words 'light inass', 'lmdcrttum- inass', or 'hfavA 1-1. REQUIREMENTS FOR TY-PE It,cis mzass l4. 7f l aterialn 16.1.1 'T'hie glovt-s niay also be marked with ehe Standard Mlark '!:'1' ,'1 ' ("! :::I4 11 NI TE- E tic ust ot the Standard Mark is governed by the ptivisi0ns of t!i liuicau of Indian Slandards Act, 19S6 and the Rules and Regulations made there. 14.1 i '2 I I I I i under, The Standard Mark on products covered by an Indian Standard conveys 1-UA , ...... . . i 2 the assurance that they have been oroduced to compiv with tEle requirements of that II- -- --2 standard tinder a well defined system or inspection. testing and quality control l-f.l I I ,'ti^>f:;r' - - i, 't li t i 31 2 which is devised and supervised by BIS and operated by the producer. Standard 1-4.2 Des, is Uhes.' g't'I lii (jhtte t:tn:c 1. ~±marked products are also continuously checked by BIS for conformity to that 14.2 Designl -Theilse i.6i,^ qtand! l'tl iie Ll : 'lI : l aredar;afurtherareguard o Dnin°als5ofeonditiors undfer which a licence for :: g''li.It iIIi I tift.tii-c t th ie Uw of the Standard Mark may be granted to manufacturers or producers may 1lr.nt t fLa_is e hack of iht d:CX .!!tho Ol.^ i iplit1h !, be obtained rrom the Bureau of Indian Standards. 111ALtII't (1. tt.tit. 'Sf, 14. 1. I,~ TI? uklr¢ ,1 > 11tl k11 s!i- di ol (4'tci1u JI kIII o11 ) m); i d,-,:p. plit-, ekcg(~ uijf'kvichl b,Ij ; riin.:cl kiitecd cufl'91 I) to 152 tn: de,ep 17. SAMPLING AND CRTlERIA FOR CONFORMrrY ttte STICI1', glove:s and 51 io) 17 rota drepFr w-omeni' e,lovt. KilKimtrr!d t:uill ,halt lb doubled, and sewnil Eo thv bhotcOii :dgd{t ol'!Ibe gloves. 17.1 The scalc of sampling and criteria for conformity of gloves, gautntLtes, 14.3 Size - same as its 4.2i mitts and hand gttards shall be as agreed to between the purchascr and the 14.3 Size -sam.- aS in 4.2.supir 14.4 Dimensions - (;ol-,: dial I s: LV Ittl: flIl Vo iIg I I tl 02 [Lii tLtrlt I ids supplier. dirt nens tons: Di,rrnsiot Afedt I l1'omen3s inIn InII APPENDIX A From top of cuff to tip of second iniiger 254 229 From botrom of cuff to tip arseconcL finger 203 184; ( Clause 0.2 Cuff length 51 44 From tip offorefin-ger to crotch of thumb 127 121 RECOM ;ENDED MATERIALS OF, INDUSTRIAL. SAFETY From tip of thumb to croteh of thumnb t6 64 GLOVES, GAUNTLETS, M 1S AND HAAND GUARDS Across paln at crorch of thiluilib 121 108-- Aicross cufl-openintg 127 114 A-1. RECOMMENDED TYPES OF INDUSTRIAL GLOVES 14.5 Stitching - The giove shall bc of the Inseam type with rhr stitchling oti A-1.1 The following typesof.idustrial gloves, insIdi as a prorection. All stitch1jits shall be of the lock-stitch [''pe with the A-l.l ahe fol n d tyc of aaial gloves gauntlets, mit cantd hand thread specified in 14.1.4 and thei t: shall be 7 to 9 stitches per 25 mm. The guards arc r6commended- for- use against industrial hazar: indicated in encs haill bc securely back-stitcled. Table 2. 15. WORKMANSHIP AND FINISH 15.1 li aplpt-aranice, general wsorkinantil,ip and inlish, atid in all odli:r res- TABLE 2 RECOM 1ENDED INDUSTRIAL GLOVES pec:ts not defried in this spccih,:ttiont: t.h gLtoves, gautltlert; tmitt auci hauld SL PRoTEcrioN At.us-ar TYPICAL 0PRFvAno,4r REcoMitnaD tyE g u.rks f.ball also contorin to thnc appr -tird saRpe No. OP Ct-rES No. ~~~~~~~~~~~~~~Or GLOVES 16. NMIARYING A-D PACKING l (3) (4) 16.1 liarking-hall lie leglci n at.! :C I 'r i-d I'e i) Het, butwarnotseriousand Furnace work, drop- 1, 2, 3. 4, 8 -;lI Witil the ifollowing intiQrniatiot : no irriiant substancc prent stamniping, casting and at'J The mani ifaC:t i it-r's nmt tic 49' t:conizs-d n adr~..,i ~srk forgiig, hanLdling hort hi The rvpt: atid nominal 5im~~~~~~~~~~~~~~~ of the gloam: ~~~~~~tvrrs ansd simnilar opera- andl rp:ltilr" iZ6t "iz' ; thic qkivcs :o tion 18 Feb-et 2003 Tamd Nad,r Rood Secror P-o1ecr Appendices co ENvieorrmerrcrl Yiaoagcmenrr Plan TNRSP 04 IS: 6954 (Part 1I - 1973 AMENDMENT NO. I, AUUil5 ST TABLE 2 RECOmmENDED INDUSTRIAL (GLOVES-Contd TO' SL PR0TECriON AGCALNrr TYPICAL OPEuRAToti RECOMmE.NDEr Typ. No. op GLovXS 150994(Part I)-1973 SPECIFICATION FOR (I) (2) (3) (4) INDUSTRIAL SAFETY GLOVES ii) Heat. when wcar more serious Stoking gas retorts, rivet- 2, 3, n PART I lEATHER AND COTTON GLOVES cr ir-riaint substances pre- ing, holding up, hot ent chipping iii) Heat, when fair degrec of Welding case hardening 2, 3, 4 Al teratior, sensitivity is required and in cyanide bath splashes or spatter of molten metal mav occur iv) Sharp materials orobjects Swaf, metal afterguilo- 2,4,6,8, 9, 3At, (Pace 16, clause 13.3) - Substitute the fuilowing tining, blanking or 13A (R)t, 14, 19At for the existing clause: machuing v) Sharp materials or objccts in - 9-, 10", MtA, 13A (R)te an a linedegraitigbath ISBCt, 19BCt '13.3 Dimensions - Same as ir 10.4, except that for ei)dGlassor bpI gloves with knitted fabric cuff, outside dimension edges vii) Abrasion Handlingcoldcastiogsor 2, 5, 7, 9*, IIA (R)t, across the cuff opening staJJ be o0 to 90 mm.' fbrgings precast, con- 12t, 12ACt, 13Act, crete, bags of c=emnt 14, 16,17ACt, 18ACt, and bricks 19ACt Addendum viii) 5iross abrasion Shot bLauting 2,8, hA (R)t, 12A(R)t, 13At ix) Light abrasion Lighthandlinguoperation I, 2, 8, 90, 1IABCt, (Paae 17, caause 14.4) - Add the foUloving new note I2ABCI, 14, 15,16 x) Chemicals Adds, alkals, dyes and 9' lo-, IABC, after 14. 4. general chemical ha- l1Bct 9ABWCt, coatact withinsolvng A ((RR 12A ( 'NOTE - The outside dimension across cuff opening or oils - 19ABCt shall be 80 to 90 mm in the case of gloves vith xi) Solvent, oil and greae Genend chenud hazas 9, 10, 1BC4, 12BCtf involving contact with 13BCf; I7Bct. IsBct, fabric cuffs. solvents or oil 19BCJ xii) Electrolytic deposition Plating and subsequent 9* 10, IIA (R)t. operation 11 ABCf 12A (R)t I2 ICt ISA (R)t I1AABCt, t8ABCt AMENOMENT NO. 2 APRIL 1982 xiii) Hot alkaline cleaning batb - 9*, 10 12A (R)t 12ABC;, 13ABCt, Al teratior i8ABCt I9ABCt xiv) Spraying paints or cellulose - 1, 8, 10,1 IIBC4 1230t lacquers I7BCt, loBC; -,f: l1 use 13.4, hine 3) - Substitute '5-0 mm, xv) Special haards : Lead tetra. - 9', 12ABCt, 13ABCt (P'e '6 cLaus ethyl, mercury lead salu for '1 to 152 mm'. xvi) Electric owk - Sc IS: 4770-1968+ "Will bc covered in Part 11 of the standard. tWil bc covered in Part III of this standard. Letem A, B and C refer the trrpe of materal used in making rmbber gloves. Letter R indicates reinforced. ____ ts :Spedfication for rubber gloves for electrical purposes. 19 F_bmUa 2003 Tamil >4adu Road Sector Pro,ect Appendices co Environmental Management Plan T,nicNstoRSProir 04al anagmen Pi. TNRP 0 I -'is' 'i H- .5 ll.~~~~l4l~~ cc-s t. tic ttl.rci.2i.lclI'90 \tfl ( [I \ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ H~~~~n *t-c Ia i J!.c5C I% i.ilHtl dt1- etii a A2 tetiIitst 1 het2 1 .1 is ~:;; ~ctn- - Asit'hMl, l.s I (-T ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~- i se,ii~Ill l.citi2.lat t5ro i hl1 lilllI -5 i llow c a ,las ic b,e l icked lintritSc I I> 21 -'--so---- It~~~~~~~~~~ 1elc Ita '.141in'. i IhiC l0 Isn bm ucihi tand lesisaj not di.2.2 Tfornhousicateor goagle sha,ll e mon oterd nit-4, l-i554 'at I t~~~~~~~~~~ *~~ Cs IN litnrst 1 l~~~~~~~~~~it, ,_;eecles ishsulbe free i Lh poe letoapc.t te fal wildirf orth fraceu-f~orm A price cparbtdon ltsttiflhliltll5 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~! rl1 ' 'l' ihc . ormnhpan is 8uat2 Thte shamlle (intgggerpshe betmeent[ed lno an shall SpIlls The~~~~~~~ metal ot...ttpeaoeaic sacedh fritrroi0iprojetiona saiarpImthe fasworn. o,the face-form. hAl hiee pofitioned 3. toe-gIn g~~~~~~~~~~intggur o',chtl heL6 wiher h ItlarctOi hl.cli Ircmultt , 7.7 L-eases slt.ill be free. tt. within 3 mm ot the that the gtggle is direCt(d upwarda (see' Fig. I) A d -sta o'clt thav I ,sul 1.di lc taut or, oflinch itici w.h 1rinh h1ac md;-l -reite ii edg_es.Irorn sutrface detects uch as holes,scraietca, 22.2 mmti diameter cicel hall is, dropped frornm !teilcailan used fist pratt'clilne the es%-es. eit,tldullt poths crtd front tontit rentitte iii -ltt5Xi eiL-it lie Isnshlec. erarouahad cauddtitubellcin cnhlocainin 3.2 Lerns A sy'he de,ign ftf oggles shall be such that it shall If Lena centre: ur ~cntres 0t specdfiet areas. 5.5.1 Goggles reqitiired fot use Ini uttdelroumfd alit Lause disciomfort to w,earer. This may be Et) Outer edge of lens or side attachment, Thedeimlvthrosili cwhich th,sc:tcr iIf ilretqisip- mines h,ill base Ol, Oet.11 parts ti.iid . achieved cv prolvidintg patdding or other suitable ini) Inneredge of lens by nosebridge; and lwoal e,ea deHilse ill clt;n t1tt raition oli l an, alminiutmlln. tiancasiutrn. dttautratittr lIsitc. Mll'i tl.lt' n terpstosoJen rfaecn Othet attaing operation ~~~~~6 UIMENStIONa SI TKSTS AND PII-AWOItMANCE REQUIRE- authority. ssr y h nsetn 4 fTYPS 6.1 C2Ogeli-c of Type A N I EN I'S a oiy The bgtSsalS i lstilt-a ys Type A giigglcs shall have iacutaf a. s fi ihlisa ietdTmprtr .2.2.1 only one impact shall be made ai each of Typed -Cn5n-ip1- ge~ I l W 4 1 \ ' ~~~4R i itj silt i 11 .! a" :; ::llis' i i a gi rt.il iI in-i ci:. -r : I -ei. I ins. 'I 1 ri. : s'its s' ; I '-! asat s i' iitint 8t 2 *:t:ta;>!a i2rny) ;-ul: .ui :1l ,l ...........c.tt.icr.i.amlnenr:;; er h. r:;t§:z ilslttts5i f-linlt a)ita tlati irlsai t!a d o ei *1~~~~~~~~~~~~~~~~~~~~~r real dris' tcatu I l ftr 't i8! hia; sa it.t --r ::'I ':ii, at:>;inmeit. iC<-:f ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~(ifii , i- - ,.i pflut a al . t 1;m u ' .1e i t wit at., a t sc l ha za ist ortini .,ijiitiittv ,.aI.i. .ssat 74 i .: 1 : Ili E pt fit' .this ; hcs.itt'baa anat textile : I 5,5 .a * taC 'tIl all' It tIc St .hoot 1teinpetata I t- a ! j lii -- Fr :tr. *rc . - - 3;lr;ilr.;r;i ;]z. .............. d:.iLlhm iro:n ..........t f t h !V'-: lhc mm ,nn, iil :li h- l OlUt.Il. 0r ! . i! . i .-e; -r;R: i- tl- {.i;:,<:.z1 ........................... z:ljlt Ire hc ..cvll Snaln.ll! lead d ....... r pt.c,Vagd 1e (I..n thi ,.:dt: Ion .,:ai! . 4|; S 2 J q { ,y 1E~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~s 'o Flm a ii- t y es i~tui lllTC SId - 1; !3s: ! l pcr:cr I y igi . l > i | * ;< kN S I i: vL 1 =E -- li - i-udo Chaurwlt, an ineuls tuncit Iotds 8.a.1. acuithut 'pitd^-al;- nat Roper.l loft tto , rauith mt.-j fi- t tti ido iclp-' t_ X i p the dibtance La HID tant betweenl the twt twso 'n, a. j 91t ltlS Certiflcati... Nlu Mrkiig 3 S.,.. dtcierminncdwth a slop-aich and the rate ofurn. 9.1.1 'bh- mipllr's nafetv gtitzg1e, riTC laj isi f34< r-HU.d gi.. ,nen.uw In-, of....... . ih Nccimen in mm t hper miiiute calculat`d mnarked -ith Sztandard la'rk. S ii dtahq,g5 Ilrclrunt\ The rnas shall he carried out last t Irauclit Phuo--.II trie atsnosphcre 9.1.2 The use, ' ~fihe Standard Masi~k is, att''rnaad I M tv woru 8.4A4 Obseo'orsons the provmiots (if Bureati f1' bitivo 'Sthnattii -tIr. FRiand thec Rules and RP uaLItt1Is niaIC thee .4.4.1 It a pciPinentit' do,s Sat burn ito tric first innde TIre dtilcto of ea i. T i sliter tcS ttmnI, Et il ScET-t'FR A atiinartitniw attik antd osit eat lae or afte-sants ise sectttsii 91 r. iletco itleuse .'sifettat S ft ctns isis pta5 hcl Ri 2TE-TSETZipFORTEST'tC' OPTICAL QUAlITY OP MINER'S SAFEItY GOoott1js wdierr the hurrciF has tiee reu-riued. ithe rnateritta m rianufacturera s,r trdrauccr' rn5 be oh' in- 'cu 5hsill be reptoired as selJ-etingutshing lron the Bureau c f liidiitni Sit t ldord A' P~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ebttnta '2003 7 Mcr simror f 4 rvrn1r!nsIhtpnvt his sf fircUsdcill/ib llSl:sl1 r1,.--! i'amil Nidcl Road Sector Project Appendices to Environmental Management Plan TNRSP 04 IS :2925 - 1934 tS 2925 - f984 Indian Standard SPECIFICATION FOR ',ihe i. INDUSTRIAL SAFETY HELMETS h, SCOPE (Secontfd Re vision). -t'...il!' ......'. ,}'1t- eil-l4r ,g-,; Z:;ra '.z '.lpt !l-rl!l;2:v Nr t';a Drfwt ion''f aga-I[ t 'ill t ifnig o9je(l, nniit olfhle 0->FOREWORD curion: ria ouhtr tni'ftrial 0.1 lThis lInian Srandard ( Second Revision ) wvas adoptecd by the oscupatiorls. Indian Standards Institution on 31 May 1984, after the draft finalized 2. TERMINOLOGY by the Fire Fighting Sectional Committee had been approved by the Civil Engineering Division Council. 2.0 For the purpose of thus stafdard, the f - ' Sefinitions hall 0.2 Helmet is one of the most important items of personal protective aprly equipment used by workers for protection against head injuries which 2.1 Brim - 'he rimi surrouniding the shell. may be caused by falling objects in many indlustries, for example, 2.2 Chinst-p - An acdjustable strap that fits under the chin to secure mining, tunnelling, quarrying, ship building, construction projects and the helmet on the head. similar occupations. Headl injuries caused by falling objects are usually serious and sometimes fatal. This standard has been prepared for 2.3 Harness - The coiriplete assembly by means of which the lhelmet industrial safety helmets capable of providing adequate protection from is mnaintained in position on the head, which includes headband, cradle, falling objects and other hazards commonly met with in many industries. etc. This standard was first puiblished in 1964 and revised in 1975. This 2.3.1 Hradbatrd - Part of harness surrounding the head, The plane second revision has been prepared so as to include all the amendments Of loer margin of headband shall corresoond to reference line of the issued so far besides relaxing number of anchoring points of cradle aflowr margi fS headband st- ) from eight to minimum four so that latest designs could also be covered headform ( see IJ 76-17I). in the revised version besides including the provision of ventilation holes. 2.3.2 Antit-Concutsion 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 and nape strap where provided. helmets. If any special hazards, such as chemicals, oils, are likely to be 2.3.4 fpe Slrap - An adjustable ( with respect to the shell ) strap encountered, the requirements of standard should be supplimented by that fits behind the head to secure the helmet and may be integr3l part special requirements to afford protection against such hazards. of the heaftdhand. 0.4 In the course of use of helmets, it is advisable that at suitable intervals, these should be tested for th iliation test as given in 2.4 Peak - Thr e:tf rlshin oiF thf shell above the eves. Appendix A. 2.5 Shell - 'fhe h,ard smoothly finlished mzaterial thlat provticei the 0.5 For thc purpose of deciding whether a particular requirenment of general outer forrn Of the lielmet. this standard is complied with, the final value, observed or calculated, 2.6 Ventilation Holes - Holes provided in the shell to permit expressing the result of a lest or analysis, shall be rounded off in circulation of air-irnside the helmet. accordance with IS: 2-1960*. The number of significant places retained -t e ________________fur______en htAjfurrn ror testieag ot helsca 'Rules for rounding oiT numerical values ( retviLied; 3E Febman- 2003 Tlmil Nada Road Sector Proect Appendaces to Envtroonent,al Management Plan TNRSP 04 03. MATLRfAl. '.? i-tzltesni 3.2 fHarnless r1. 1; ?! t: a, ,i11 I .( : .1:,, 0 3) 5Tnrrn~~~~~~.!,~ -ti 52j I 3.3 Nletal P, rt- ; -; : 55 !! 't Ae-; -. . '--is i. ^ ' .t'! !.r1 tIcs-K ,:!--~ierisClc .x1; [: )ir:r -il:l Si'i'.j55 *),*j,l Sl itj atis:! :ifr 55< fi> l.i t i , :: ;,ra~' jr->l 15i10:5 ;i.: i;n- 1rg .: a! 0 ~~~~~stSiJjtCtiri5 ::i [55 1l .is Ajsrut- ;r; r! ars\,!l:ca hi at- a t-'r :s,hl. li .1-t Lea ccc: li rt.ti. s!z. ! :::t.-1 > Lp saiS I-SS~~~~~~~ N .- [liirnt-1 r-t*:r....... i 1,, -.- -';- - .t.n ha ...........li h. .- a a..sl;i:. --r.c ......-';rt: t~rj f ct' ll.r: a lic-z.'r Ix i'tai20r.n; ei- op J' :ie \.:.ar-, 5 s. isa;le-i t.a-. rlaoa'-tj -'a. .;.cr' .ptf.a f talrt's; ' ij:,t a .2:-r- j asati la R il _t-H t2i !: r- :. '!i , S it E 0 1 itt-i CrO't:ril cat 3lr: .l-e ir' Si aw le.1, an': I 1 te I" i.e hei ht r 1ri1o1 "i Crown at 4. SIZES C. i-'' ijl,,,,',i 'r1 a,r'at tieict t, i tfic he'd ttsarl 4.t E{einceta shahi '-,e 11! this hrllot1il. three sizes Cepe-fnltr , rltcn the .h'-t teasel in acrtclctriCe-!i ::-i Thr :I.ll'rilOCrIs given tc Astaenli.d tC ranl,e or heardl;attlc sizcis. I ahe shll shall he it,tte' ith :rij l ,ape caf hel hiand in accoriiarcce svctIi the followiag iiuqiirelmtetts : * josainrft $a ": of£/~ 1d- ( R.n,rringe o a. 11edbrc,nd 't A*jwrtamfe abrt fir, . n Sittal i 500 tt, 5".(0 rt )I: *Mediumt 540 to 5'0 m /i * Large 5_90 to 640 c:ant 4.1.1 A toleranc. o- 10 rl,t otl the size of (he Iteadi ....t.l shlti! be permitted. NoIt - The size raI the headband shafl be rmeasilr,d oth eittthe fixed ring g-luge o. at expan"lding gauge 'hi:,h shall be Itlade byf co--al '.r by tt tppCSiari lt''ad tt A PEAR 5. CONSTRUCTION if PR0v10E0 5.1 'I'he shell shall be dome-s'haped. 'Il-ere slltlI nna he ans' metalliI contponent passing tlhrouglh rhe shell. It shall be provir!erl wth a icat wttlt or sithout a peak. Flte brimtt antl the peak ( w ht'e proxiritude tiuall he integral part of the sitell and these shiall have no sharp et!ges, hIi'- lsrtnt Shall t1e continuous at-ouncl the dottle. I he diti-ensions ol t' btrirt aitlf the peik i where prox-tdetl shall br in arror, ccancr ,iti FIi, -i. 1. iosIt itotn c i ventclatitrt hOtes Sha!; be su,li jlhat t h vw it'tttratj atis Ol.. Ld.e hBoieS ES aln'toSt hortnotah l -Vl1en tihe helritt is in nor.ma I wean j ft S PO's; joJ Ehle riicset( r of any hole Shai! maft eaAeed 6 aritt not the edlges cit aracetar Ito0IS (71oSer tha n 1 atlln tl Ile tjjTtirttttnt nc....... erk holes on eacti Sid, shall beP not leSS thl.tn3 antI tO n11 aoI t-aje a r, t holes Sltall not exreed than 3C0 ntrTI-. - ! m N.tr'c- t ,' 1-1 -~.' h--cot iotr1 ta r ltrgr- pir-Elirs ' [the ati t !;e:tct -. f ScO,it *it1 r -6 i T' 50e. ttimt m-int_ toi ., tie lt r, n' mat a al. .n.t lie prcvtclded. I Ic idO te n fr. c- t t axt AW C | 1XESS.}jSOF BRtIl AND P! AR 0:,t 6 febtnar- 2003 t0Si. 0 Tlmil Nadu Road Sector Protect -Appendices to Eniron-iental tfariagement Plan TNRSP 04 t r -l-ti . +9?25z 8 - i rw L?.? ¢ r ~~~~~~~~~~~~~~~i ic S*3 7 * i- ,.-!:;L7.st.S S~~~~~~~~~~~~~~~~~ 8. .-ORMA\NCE JJEI-N' - c - a"d ! i: J,;;it : .!.iiS 7i . 1s h" ,.:u- zo it l:lc a \ isrl it . ,!s l. ? ~~~i. 3 f~1r. ....:41 '3':'.,Iftt'ei ?'.:s \'i a . !l , XI a- t -. 2I S mut ,t ! a. itS-. t .lirs. !tu .r .,ts . ,ti s.,. .-,st ?.i * _r ', .- .a . a , ti' t. i5.t' ,' . a. A temperature 'a. s, -: C .--ii- . i ,:' .: ''"' 7 '' ' ' ' ' ' "C i~ I ' " " '' "t'' > f 'ol'- f .X ,, 1' A '! J) \ , : N.' . s'! !-t - t.a . v s. ........ I:ib :\iib tt' moe-rail:1n;:<.: r'.:;0 of -... 10S -1i' 2p rrio 4 htoiors itt a r t i-ritor, and 5 Lmp Birack .- Where Req.sred r ,- I ,, -. i'" .d f:' ot IC laIn.. :; tutil:le itofuile ir. :c,l anti fixesl ;o tht- stited :Atti slial1 Sat;sfte i le ater flo.!g ve hu slt prl1ra:3re :ecpre,ents: ; e niperatjrc fo- - ho!ius at a rate of r Imin. - i'li h-Iiet %vith the peak C't Off i, rtne -on I Wood, I No single he-lo sri-t shiall, however, be ibi ujectrd to more tita, one of' headfn.ti and held i posiLion. A Cap latip liook d ' eetach-ed from these cornditionls. ie del hal riot show any penetation and or ihe headl piece of cap lamp ) is fitted into the larnp braciket, A mass cracks ' separation of titaterial ) and harness shall not show any o, 2 205 kg is sotspended by a suitably strong co,d of 100 cmi from the damage deteriorating its function. The frire tiansmitted fron the outer rirm! of the cap lamip hook so that the cord coincides with the iieadlorut vo the base shall nof be higher ihat 5 kN 5 10 kgf ). vertucal ,axis of the mass. The mass is then ra,sed, tIrotigh the same axis throtigh 80 cm andc let fall free[v, T w o tria!s beintg made in 8.2 Penetration Resistance - 1felmet shall be tested for penetration each case. The bracket shall rentain intact. resi5tatice in accorcdance with the method specified in Appendix F within 5.5 Cable Clip ( Where Required )- lhis shall he Made of plastic o je minute after 'ulbjecting ii ti ne of t hlie conditions given in 8.1 which or sutbemtra n ie oteseladsalstsydefollowin has given worst rtesult ini shock bopin Ths salnehrbrl ort1iI i icttie na.lter jal atid fixed to t31e shel! anci sil.71i catis5v tlie IcII itor be pierced through1 sufficiently to touch the headfortn; no integral part shall fail or stretch permilitting the helmet to be forced down over hieit ;,with fhe brimn cut off Partially it the bark is onutted 'rthe headfnrm. The static measurement of the depth of a penetration Ol1 tl:n , 8.Ywic'n ileaCifornl and heid iin ptsinion. A rtnass of 2;2 kg is or (lent ineltiriing rhe thickness of the oraterial aof tho n smaef2 siall not tixspeitteti .by a suitably stromn. cord of length 5( crnt fronL the cable o (lceen 10 inhl. cl kee-in t(he poinLt oif suspension closest to the sheil. The rnass r raised annl let ihil freely ihotli h the height of 30 ( m; vtw trials S.3 Flamability Resistane - Helimiet shell shall be tested fOr .eot' maie !1t each rn;cs. Phe cable eio [hall rcuain tcft .f laniuttability resistauce il acicorchauce withi the miethod specified itn l:. I eterlix 5 Thl nuanil f thre Jkpll -hall not burrn with ernission f17 6. WORKMANSHIP AND FINIS H fla:nto after a period tl , eCorrl's 7 z '1-1trioval of6 flauie. 6.-1 thFc heidtnet shah ! e finishesi . id 6tee ont 1 uris: 8.4 Electrical Resistance - 1' e;roet ds's ifhall hi' tatetl for ole- ireal sharp Cdiaees b;h-j he reinovi-.d to ns.ure pfc,pIr c-nti .) rscisftance to at ettrdan e l!i tlie m-ul hod pspecified its .A,.ppendix H, andi fi16ng i All ictal 1arts inciuedinrt sets shall rfe srn-mooh andi 'ree I Sal sl noti show a leakage cuiren,t iii excess of 3 InA. shar3i- or roitg.h entrees oreci pr --.5 Water Absorption - Helmen sheil 3ha1 a be tested for water 4 s t,Cfit:.S t ! . -t;. >: f,l-3- lf-n.it- rtr tit :Catii:g "f Si. !:!a.-.ts arbsorptioin in arcordanlf-e vith the flieiteho -pec ificcl in Appenicix hnil not absorb wuawter otnt e th-an 5 perist of iIs m-riass. Februar- 2003 Intmi Nadu Road S,ctor Project Appendices to Environmental Management Plait TNRSP 04 ? ca 3 ; R ejss- i'aL ta . --a .| :i: T.tisL . 5 tt i t . ' i. ' ' ,';', ' ' Vi!lL: A Pt P f..? ? ' V ~ ~ ~ ~ ~ ~ ~ ~ ~ N D~~~~"X A :- - nl ':: '* Is 4 ' ,w i " L.}1. ';' . 't.i-: , . }t1J,;t, ~AMP;IING A NT P,c ITERIA_ FOR CO~NFRMITY 7~~3 *&F SJi; TZf A 1 r l :-> S > (, :; z t t i + x i l e A; .s;: t . t . t f >, ~~A1 z ! i- V l'a. ,a1 i t . ' !' 5 51 ' i;}g. i ;- S .'.i ... ).6 iO. MARKING i.-li * 10.1 T"ac. h e a;.:! cs ta si 'itPt ls'.t is :-'. ;i .r; er i-, e - ,i e . ;a varT lfitu e 4r 'Ii2"e- oark. ed 'I ti- 'i!-lt b) S ize (,I selntet. i t-re I trt r :fl is t5 r.ne , olr 10.1.1 The he'fnets man a aso be nearked d %th the ISI Cer[iST eatiot oif o C lor .t peri4r of 10 'lninws. Mt.ark. A-1.2 1 hre l ernoet s'nltsi' g ~rtv bie tr Oi Os Lecini-atu:, s s ,so cIlie e i -The us'ofth, [SI %lft7k m to vriied js ritie provistioris of thte separation. shoilt4 be replaced. IndtiaLn slaldards Insiltutiofn : t,r:fiat0n MNark .At land th Ruies and Regu- lation.s made thereunder. 1lie 1SI Miark ots products covered 1a,' an Indian Standard Convexs th, asauranct that th,-v hav.- been praduccd to romrnpv wIth the require- rnents of that standard tnder a wr'll-i-dofined 5srrEem of inspa:ncion. testing .ind qu.-litv snnrrol which is devised and stipervisisd bv ISI and operated b, the producer. ISI rnarkcid products art also cointiruously clrccked bev 1IS fur conlormnrrx to that AP E DI itandard as a further safeguard. Details of conditions under which a iiccoce for the use of the ISI Certification Ma.-k ma bhe grant,d to rnaiat1f.-i:rurer fs - pressesor!, C *-ause 3.3 rttas t ii' nltta OJd freorn the Indian S rand:ld a tsliratsunionl. METHOD OF TESTING CORROSION RESISTANCEl 11. INSTRUCTIONS OF METAL PARTS 11.1 Earsh helmet lhall be clearly and indelibly matrked as follows either B-1l SAMPLES on liel.rle,t shell or- on a label securely affixed or sectirely attached: B-i.l The sarplesaU I:e slec-tpdl as ini 9.1 ai For a(loquate prote.-ion rhis helmnet shalT! fit or be adjustable B-2. PROCEDURE clospiv atO the riquir eti size. B-2.1 I ae thp -net rea stc a;sr l a ; i:h:ian pari c oUt1 WItt LhIrTt 'is b i ni: e tl ltd t itsaets l absiorb .oi'te ol Lhe eneit oi a hklv hy 95 , o,f rlistilleti .-ater bv Irass / at 1eLOrtt tefl;rc-at ,, i f I t)aal ir d!eetrurEtti jn nt tt -1t itp.)ettn t p:itzs Vani c enl thnotgh `"c for a conarii-,rAs pel-ici o, n otr' loat' a a,hi 'o, 1t)t-1 0i .tn.atge rna31 nOt 11.' -a P' :-fit - v p ,ran a cl;!tn cc a ltJnct to n g werr anti d ; I Vi-. it c-rrs fif rr stregion. 'i ti:ac-: shon b,i !t p!n- ci. and la{o Inla:Zxaiil tn4rria atr Itt! .-hi-, '. .t 'ls ti.t lixCtr .ha:1 K.e altlera; tin rt-, :)S*e wtr;tirft;e --1 tr.- Ins-hlrer o ibt tS -arOsltfonetvr tartt. @ A: Februirt-r 2003| Trtni] Nadu Road Sector Project Appendices to F-vironmental Marnagement Plan TNRSP 04 -* *~~~~~~~~~~~~~~~~~~~D ~~~~~~~~~~ U~~~~)-2. 3 t ANI) f~~~~~~~~~~~~~'' ' i-~'; Ati;i.... rLj _9),; .i:fi 0 f~~~~~~~~~~~~~~~~~~~~~~~~t.~~~~~~~~i t AP P EN DIX 17 (>2. CLE-ARANCE ABOVEr THE ''LEA C-2.I I> (t~tW S 'tk~OPbt O~t~~t tL~- SH-OCK ABSORPTION TES'T .* I .te it i; At to . .c IrL, it;a to t: r a 0sin tvoi4' t1VO , . icnt~ i a posi t:f s() k )fheE1 h sataple;; slthh eia te *5 .zec i:n 9.1. wh~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~f 21 .7r 1,nd or .s 'i~c At pI, a [-a of' 10 kg,.... i . .;i.jjL hr *r l 'e ;! :!' . 1y, F r , - *> a ;i~t ; t? E;1 Ij't 43< g - r r -\7 , , , ;.:1k.i itf'I' top of the e tt r'- E .h R rh '1 PP c,onvete rt y ai- bc 'a u'ing a 10 k1, agi of ;in, asu\I ~ic 0s .rance by n n faroitloae~ E-2. APPARATUS IIOt mote( dhat, 10 mrn istserted hclug t ho hto:c drilled i tihe vertical E-2.1 Wooden Headform -A %Nnodeiit headforas see 1.~ 7692- axi of ta . t adstsr axis of tiii-, hendform. 10~~~~~~~~~~l95* ) shall bte tised. C-.3. WEARING HEIGHT ,DEPTH OF FIT) E-2.2 A Gauge and Recording Apparatus for Measuring Force C-3. CI Mount the he1me~ on a licdasrs,, .iF.R .>i to tho Siz of The gatge the associated recording apparatus sit:all have proper C-3. 'Xoun th lil the- helme and pply prstrof1 kg asiz in tiule cotnstant to be able to mneaisure the impafct ioading upl to 40 kN headband mnarke on i080 kgff I idependent of cie time of applica;ion or the force an, a C-2.I. Mark on thic headform he !tostirm of the lower -dge of the slow application of the load re-uirci lnr its calibration. Tzhe gaauge iducl ; X ?atl nsui)nl a*lll2Sr,4'Il? .Aplt.a lavlet . k lh E-ll ~ne aupl;i h3i be eirtedas g r ing.l lheadba!nd. Remove the helmeta and henasure the a-rtoai ditanceQ hall have i minimum sEiffe2ss of .00 kNnsr ( 51 tf/mtn ) The bietween itie top o r the headfitrm and lh e mark shnwing the 3osition headfor sWoall be mHairm-tet on the gauge sr that its vertical axis through osiCUpied hy the heaedband. thw crl coincides with the vrerial axis of the gvatige. E-2.3 Accuracy -- Thn e overill accuracy tsl the recoring FoPartetus shall he 10 percent. AC-3. P P ENDIX D E-2a4 Block - Concbete or simniar tmionolithic block to 0pport the I Caure 53.1 m ongc rs head form. havig hciap, m mfiint tin, tlirrensions o height I nd, leC. gthr I tn lvidth 0 6 r.a anad m icd t. he block shation Ir he g in TESTr FOR STRNT OF C41IN ST'RAP co-V sand oni a solid ficori. D-I, SAPLiH-E E-2.5 St riker --A s!tri ir dishe fostts if - recctanigu:l r black of w,ood D-J.eadba. Remoh e satrthlc heLmee andltti.~ Ineasurc Ehe rtil .cn h 3 kg anl h avg ;1 m i itori0zntal strikin z .ice 180 m( irn. x Th0 n D-J f`t! arrO! i,:. csf 1.11il Iy .l,: ,il*- i ,,n,o% . ; !, V: t!t l- t, 7eaZ;t - Ptlr trlt t.;.i P *iV - t:'le; ,ls ;til ..; ',:: 1,':-' ; Vi'... t . p thePtr I-t~;tt,u APPENDIX F G,2 ti h I fail I ' '' ' ' I . . - ~ ~ ~ ~ ~ l asr, soa i,i !ti 7i t'1) : !"St''. fr METHOD OF TESTING PENETRATION RESISTANCE e! urla li!zhre(r Afiie a s I' ,in D tes wnt-'n kthe utne:, Fq it:Li tan cs hen '1t'.-l e ta.ant,t n:- (i trt- sf:.a! i-e r:rl t.p a!lo..1 (1 F-l. SAMPLE sri- to IIw 'rl :3e leormi of v atolut F-I.I The sa sinle fot testintz shall bc selecte(d as given in 9.1 and shall G-2.4 Burner shall De oper.11er itit t& P n 5s as to get a Soanm het!ht be tested in one of the conclitionis given in 8.1 which has given wvorst of 150 mlin. Level of the tuel shall be nt 1ess Itihan 760 mitt above the result ( see 8.2 ). bae of'l hlie buitller. Satis1lh-tuiirv oCjeratioT f," burner shall be cheec d bv inserting in the fianie tiLh: ,:i're Coper ;ires in poa tOiO * ,,.1'c F-2. PROCEDURE occ;upied! by loNv edge of the test piece. tb-it :s. e the htirner and reachig larther dge of th flm :5 l 50 wiresould e thle btn:ore F-2.1 Mount helrret on anyv headfotITn ( tee IS: 1692-1975* ). Drop tian fi s nWcotds ao melt. o 3 r,-kt nlor freely a plualb bob of 500 g mass with a conical steel point havirng art includedi angle of 36' and a spherical point radius of not rtiore than G-3. PROCEDURE 0 5 inm from a clear height of :';0 m with the poin(ed end downwards on to the top of the crown of the helmiet. Examine the hteirnet for piercing G-3.1 Wtirh tile henltet upside sownt. ant! the bturner anglerj at 4,3 to the or denting, failure of any integral parts, ete. vtercical, the enud *f the rlarne sha!l be aplted to the outside of the shell, at any suitable point between J0 ano1 to :n from the ccroto, for a period of- 10 s,utconds. ihe planoe tatnL->ittial i t the test point shal Lie llorizonta L APPENDIX G . -3.2 Gle shoP ':ltLl. Ie nt :eal f - - > etortuP arer I'ego L, Clause 8.3 ) of the lit,1'1. METHOD OF TESTING FLAMMABILITY RESISTANCE G-1. SAMPLES G-1.1 The sarrples lor tistifn ilia'! 'or ielectl-i as given ut 91, E. N DIX H-I G-2. BURNSE;R IJiTHi ACCIESSOPJES NIETHOD Of TIESTIN(G E[ECT rc. RESISTANCE G-2.1 The test shall be :arriod oilt v -l1 !strthiOl :urner f-iloorm;nr H-7. SAMPLES to A-1 of [S: 4355-1977t "Speciication for woodea heatp,reti fir rtt;;tng c,r :telmttt lPac:ctlicataont fu3r tIre rci>ittatttbt il.tt:: e I ! atb iiv tar 2003 D ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~FebntaryF 2003 Tarmil Nadu Road Sect.r l'roject Appendices to Environmenral Nianagenment Plan TNRSP 04 .--I~ ~~~~~~~~~~~~~~: - 2. 33 L:~~~~~~~~~~~Y ls - I'cc, e r it 'i Sr rie, ds~'t}t it 1 I tilt: N11 Z1, t1piv nu1 wn ut 2t, 00 \r- tti t 3I El .~ i-~',, tilt IW' Ri SOli Cl : t::- s Atlfl t . it ill ts ¢e APPEND IX i ( Clatiue 8.5 ) METHOD OF TESTING WVATER ABSORPTION J-.SAMPLES J-E The sample. *hi h * *-, it- hat . l kee e r s.ic,k abs.rption irn condition 8.1-b) shall b.e used f;r carrying -)t |this, te.T see 9.1 . J-2. METHOD J-2.1 Weigh the sample ( fill! ' :ell .fi! f erse f:r 24 lioiurs in vater, at a ,omperature of 25rC to 35CC.'. Rei-mtove frin! water-, (Irv the surfaces hy wiping thrnt, ans i weigh the again. Rpcirtrthe average gain in mass asapercenaItge. APPENDIX K ( Clau,se 8.6) ) METHOD OF TESTING HEAT RESISTANCE K-1. SAMPLES ihio S. ; risha51 b u be !o t 9.1) I-2. PROCEDURE J-2.1 Place' -he dh-l a jt15 she1 si isr 9ti'rntr j r February 2003 Tanmil Nacdu Road Sector P'-olect Appe-dices to Enrvironmental Mclanagcment Plan TNRSP 04 fiJ6r~~~r2 A!Qoit/dt -! -~~~~~ ccc NI r kiji of l'1c9c.r (ccrn1cccccc tilt -1 I' Nitjtlittiittt if cic f I~ pe r Uknk II ti,ger I ,thtltotO tkt,1 [I, A !Iy I bf-ri, 11r, ;z~~~~~~~~~~~~~~~~~~~~~4 II t t Oci A,;~~~~~~~~-~ it Rj )c' . r~~~~~~~~~U xc I~~~~~~~~~~~~~~~~ j 9/i e~~~~~~~~~~~~~~~~~~~~~I Xi l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ,1 t Icc' ~~~~~~~~--0- icic-- I ~~~~~~~~~~~~~ci-h tcOil t-ee I I-~~~~~~ II I 111 I t-tJi-\i l------ it ttc 0 ' I tilt tic~~~~~Ld I!C o -Ciceo t- ch..t the "oAlo i-cc. .i.-~~~~~~~~~~:.aj r~~~~~~- 0-cI- hLI I-- - 0 t'tIA LE E.;! ci. LI[ titlE OIci!t- IIII'r ~Ix t a t ia. ttt4CitC.cto h -tplic ictacci .1~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ .23 4.3 Cheek-in, ol Upper Leatlivir B,,~~~~~~~~~~~~~~l0ct!l qrta;tcri shiall he joined :tlcite ihe -kt-ec .'t- thu. C c k t ~~~~~~~ p12-c -tV .4O (jJ~~~~~~~~ -ira- -.020 cit i tc 2 fLElIUrti citcittt OIIrOOilC edocI atit the back a I ch CbacIth inI Lh011Cr cclIII.alti 4 -I naI ro:tc. \i.tk *.t it c ; ri pc r tto n a LEd -cost Ocec s VCe riot) 'I "tLErlcz: Of f-5 nitrn to ' itti OSS ftcct c icc ocs-icic 0 5' ~ ~ oNt cc chit alne b-c tici Loct cchctre othOc T,e ack react .h:cle ho rkciaforhoci ic "LI,-, C'i tct i .0 It t' ;!ctttd frirto J*t~,tc -it-- -tia,hnrlcil Lal, 1o he ntaie ctth~acoetrpe cO cpecilied( Icith cito LOW 2 laIt It-cIt Part lit t~~~~~ear--i It-a cli -,H0,eck 'I .ic-ri-t 4ha. e cie of -,am n' el!ther tic at a dh,taricz of I mll tticlciat~tcc 1 -cttri eottccci 1 cttii tics ct 1 cto -c ot vlCcliv.t oic Ow t . l" fr.'tn he edec the tc p0. Joinl ctcutto of torric - relati in to tov S intc.otr. nr O.cccccStcg i fi ot ure ihtwo rowc of seams nlatn Jinal. Co trerar (Iort Teoc cml ~~~~~~~4.4 Sorling of Leathier _I iN c1Irct toit ba,k tine of LILL quut ter anti lrrstrmu being- 2 nint away fionm tite edge. S i Ittctt 3 TERMINoLOGY ill'. ~~~~~~~~~~~~~~~~~~~~~~picrOE't.F steglefr piece at the quarter back. -eam Sot tiarnec ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~, i%%,cOicit frine row, of sttreh at a distance of I mnm I"I,- IhI! lilk th~~~~~~~~~~~pecedtor I ogri25 -c cMt .9 --tt/cr oe ctpalog al irie tour -ccles. 'I hc cormnocr of the bcotl ii,. f~~~~~~~ MO ~~~~~941 sh:i;l aIp4v. --0" erot-kor aln tie Ztop jee trot 11tall be tu1rned rser to ci%thin IS mm at thie Ion -I XANVf'ACTURiNG TEC-I[NlIQhES 4.5 (:ik~ of U pper Cocmponents --cedti. mit i ILI f.ltcreCItc hck ~ptrir ake oat foin ug1c .0 lt.t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~[r, cr rotiAla ive 1 to 20 rntot ctide bevel *ottt pccniformni Cl-- :*io M o c1lsp . . the w, i I L! tt adrt -II cl~l ce lasl itrg edge tc i ma ke the 4.214 FauIl Belo InoTcijgnre tu Qrcearter 1.2 2OIttOciiOt cci hr c t~~~~~~~~~~~~~~~IILt,kntct0 0Oit t i rcitr ccc f J TIhi e l itt laciag ea-c. 'erl of 4., 1~~~I i ci Stitchl two c0aof caIn,o afcccg thte quariec cafe. clicte ~~~~~~~~~Aoi IP iIS 199.9 ( Par- i.4.9.4 1 crrcter facing joinit tic the frrll below lorcgttc, 2 tcm apPit oh t-ta --.. .~*. 199 t. Acc SenceCU(itntig. ocr erappinrg. ~ ohr! is eViiS-l Oi-hilcttc- ec.cciiL riottroriewopoth tthPec te11 o 2 nntunwrlybhiiagalog3hemitnth frs ro binf3romaca frm let ci i l-.irc 2 - 950 lhte~IKfleS< reqrrtre- I.rit-r.ic L reg U!~trftc anto trifcrralite of cut, ecac - e nd of the Coutnter. ee t Mrt,c oinumo ticicknecs5 caelL n '-cci h a ct~~~~aetttt:cI thLit the fltick- 4.6 Cijlicti2o .25OairI)Vm 0,C.c tVLfocttpcet rel n f ining Cotapc,,ntnl5 4.fI 1B)tcik Strap .25QitrtcI'm e~~~~: :11 or&'r Lo rua;rkta ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Ihol--'.ctstegrteira iccfttiiaifc-rtot co it1 -fstitoriin rircr ,i0 Ii ci - ~~~ lrr to aran rtr a t lie nat ctf tire ~~ Click ca-up Iiino fr,.trr J:Itt,in , in OfcIc t r iie. orhacint pbeca cocc e ctrtc P itt~MII da c ihiereqlltirjl c nte Ta i I -- ,'t,qLa C b ick .o Ele L'P the joint w-ici ihet 'a-to [I t nt Paprt ''rtoC c a tk.~- t S 96 I Pat 1 996 cI t icr i. ictth - cI c~ttl'~ legth .ticorocri ccnSi?09tc9 nnt .ptrfi iO"i titi ciS heiirt,2tIit tot oct. p O ~~~~~~C I~~..it0 i. 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'!AioLtoi0oidd~ 40ir., 0401 1 r 1: 00114'.44 4 0143:0 400.1314 Jq! p j~,%i lljll~p`IIJ~j 0'1 l'l014 l,.'.Ll 10, '401440 pso III IL 0144 o1:zd.1 no4 u i 0141j j,oL S40i4 Ij 21' " IUIV~~~~~~~~~~~~~~~~~~~~~~~~~~ lq" IV I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~44).1 1114 I1 II o r*unoi 411 ~~~~~~~0 11.040' 014 411411 041)1.30)11) 0141 I'll IL 11.II'I'LI 4. .4401111~7qiiv n,! kii jo ipi o,% oq p LIT ~ ~ owii~ iOPlCL 1 Lliii nl.ikii xi ' gIl )IJ 14 ii Le'l! fr 4 -87kl:lE, . 0X ! RIgllZr 5 K;I:lk.i.lI xi Liili * cOOe Right a lKilak.a.i InL, 4 'nl ! Righr - F-il iki,,.l i-Zzxai N1010-0 00 I LEft S Ix di S ,i.ltk,,di 22 000 I Right 9 -xl,idi Si ldktiud 25 011-26000I Left 10 lEridiSt lakiiiliI 2G 1 , L Right LI Ern ad Six ilkiidi 31 010-32 000 Left 12 Er,Ltd Sixiikudi 38 00i) Right 1i Er,-idi Six alkudi 40 000-40 800 Left 14 Ert-cdi Six l-:Ikudi 40 000-40 801 Left 153 Ferxdi Six,ilkudi 24 000-24 4001 Righr 16 Satl kuidt V enliti 0 000-1 000 | Left 17 Vembar itu,irtltti 36 600 Right 18 emb in Iilattit 33 800 R Right Februact 2003 31,11, -Nad, Ro,,d SetioL Ptoleci Appendices to Pimvtri niental N7i fag1imen r Plan TN RSP 014 New Bridge Details Demolish Side Track DetailsRefurbishment of Existing Bridges Servca__eloctio Lin No BrdgeNo.! Location Newiride DeailcDemlis SieTakDtis 1 Deck Overlay B18ar:rier / Bollard ReplacementlApproach lApproach~ Crack/ Spall SeieRlctn Link No1Bridge _______Length (M) Width No. Spans ExsStuur Requirement Apprx Length (kin) Requirement iLength M Width! Barriers (m) Bollaarriers Slabs Repairs War Eec Te. R~arnanathapurmt to Kalakkari - -L - 171231 109 110 Refer to Note 3--- 171231 110 1/2 Reter to Note 3---- - - ___ 171231 113 718 Refer to Note 3- -- --- - I - ___- - - [171231 114 9/0 Refer to Note 3 --- - 320 - [ ~ 1 71231 115 J 11/0 lAwaiting client agreement to include[ -- -- J- Kilakkari to_Sayelkudi - *__ 2131169 116 1 9/0 - ___-_____L - f -- 98 - j 88 New 4 0mlRepairs reqd J - - 231169 117 25/4 j - [ - - Refer Note No 4 Rq04 Refer Note No 4 1 16 8-7 - - j - NNew4011m -J - 231169 11827/01. - -T ---- - - 231 188 - i - 231169 119 40/6 - - I --- 157 -88-- - J - - 231169 -120 21/0 - - -- 326 -88 - I - 1 - - Sayalkudi to Vembar -- 169177 [ 122 ] 1/ 124 8 7 - Vembar to Kulattur -- 177178 123 2 6 650 87 4Reqd 0 2 - - ---- - - 177178 124 39/8 15.0 8 7 1 --0.4-- ----.- - - 177178 125 32/4 15.0 8 7 1 T - 0.4 -__ 177178 126 31/8 10.0 8 7 1 0-4A-f67 _____1-- lN 177178 127 29/8 - 874 - ________ - _____ ___ ___No - Kulattur to Tuticcrin- - - I - -- - --- 178192 128 2/2 - 43 -- _____I -88 _ __IRepairS Feqd 1No- 178192 129 16/0 76.4 8 7 - ---___ t___ 178192 131 3/8 - j - --Refer Note No 6 117 88 Repairs reqd- TOTALS 34 - - I - I -2 - 2166 0 616__j Note. 1 -No side trak is required it the new ceck is constructed by uaing the part width method 2 Bridge length is measured from C. L Abutment Al to C L Abutment A2 3. No brodgeworks proposed as link in subjected to Periodic Maintenance treatment 4. Bridge No 11 7 requires existing deck and approach slabs to be demoahed 5 Bridge Nos 11 6 119 & 120 require repair work to be carned out on revetrment atthe abutments Febniary 2003 TItli Naitd Rod ncorl'toi, \pp,,ndiCes toL I it tittinettl Mloanagetm-at Plait rNRSP 14 Appendix 3.10: Noise mitigation options, selection criteria and locations Table 3.10.1 Sensitive receptors identified for Noisc mitigation identified for mitigation I s Direction S Distance form Existins Remark NOISE MITIGATION OPTIONS ha g Itr! I t |Er-.ldlI-.k-nid,.l 22 011(1 eft 1 5 jSch5oot(Sikk,I) I hl noise atrenuarton crts bc w-orkcd sot isv the adopuon of the tololvissag tr% pcs *tt tri,oe biarr [ Etn itlt Satutlikudi 2N(1 G2 00is Ri 2fI School (Stkksl) * Phvsical barriers in the form if xwalls, screen etc. t (_.i_a.kadt) * Structural modificationis at the receptor locations, in the form tif provisions tif double- 3 cIVtlbiit lKttltt3titt 3601li- 135 l } lugli t 2_ _ ch ool t glazing etc. 4 N t tar KIirinr 6 a 401 Pagh 1t ho15 (l'Cl.toot) * Rearrangement of the sensitive locations, through changes in the internal planning knIt tOt- i Right S clniol (Intinitir) where possible ,_ ___ _I _rI- * Earthen berms bertween the highwav and the receptor and, 6 Ktitrtii I 0001111) l f.efr If Scool (\\lt I in tona * Vegetative barriers in the form of thick screen of vegetation etc. _T_Iu___i . - _c._d pom__r ol-TR _ sr04) Ao evaliauoni of the -artoLoS notae barrier rapcs have been tnade atid based oa ltieir sutrabliho aoid extelnd of tioise artenuatton, to rcahsircalhl work oait Lhe feasible meaoures chat can be impletttenred for the proiect Specitic tmeasures for rhe mIngation of noise have been w orked out for several locasoons Phvsical Barriers Provision of a physical barrier shall aLtenuate ntoise levels upto a maximurm of 20dB(A) As thee- do nor require ano large spaces, thee crn be casd1s consruacted MIaterial of constructon of these s aills can be bricks, plain cement concrete of foam concrete Unhke the first tovo matenials, foam conicrete is a costom-designed mix. much hghiter rhata concrete and avadlable to modular componetits These can be erected on site as per the shielding length required. Howves-er the provision of srch barriers for the entire lenigth of the settlement has not been proposed due to the following * The high cost involved in the construction of such barriers. * The presence of such a barrier serves the community on either side of the highway, preventing crossroad access and causes a visual blight. * The barrier facilities opportunistic encroachment for urban squatters. The availability of a free wall on a public land encourages the squatters to erect structures within the RoW. Earthern Berms Earthern berms, thoLigli they require a large area, can effecovclv reduce thc noise levels upto 23dB(A) Earthen berms requLre a nmuch larger base area since the angle of repose of the material used for the berm governs the height it can be raised to Such a large area is not available along urban settlements or congested stretches of road Vegetation Barriers The provision of vegetanive barriers for attenuauon of noise levels can reduce the sotnd level by l0dB(A) the vegetautve barriers, suiadar to eartherti berms. require a considerable area, and for the attenuation of t0cdB(A). require a barrier of depth 40m. Such land acquisinon nyll result in cotnsiderable social disrLIpoon and loss of hlVehIlood of the various communnues Other measures This shall involve thc riarroduicton of the barricr to absorb the inconisng sound wvaves completely and not allos anov diffracted or reflected seaves to reaich the receptor Other measures for noise levels reducuon at the senstiove receptor, is the strucrural naiodaficauons or change in the internal lay-out of these locations sdal cail to for a consultauli wvith the communis- and incorporaoon of their perceptions on the proposed actons Sensitive receprors selected based on the existing noise levels as possible candidates for noise miogauon in conisarucuon or operation stages are presciLed in the Table 3.10 1 Februan- 2003 I lainsl \,lCa Road Sctroi Ptricet A\pciidices to L-C-vionmenial M i:ia,gei-eut 1'l.in TNRSI' 04 Appendix 3.11: Cultural Properties Management Plan for TNRSP 04 ponds/tanks are found in close vicinity of the grove Some farinal species local to the area and in a fesv cases some migraron- asian specices have been observ-ed near some of thc groves l'NRSP 04 has only- one sacred grove rhat exists v-en- close to the corridor (table 3 11 3) CULTURAL RESOURCES IN THE PROJECT CONTEXT (CLiilirai resources in cte project areal ail- idied for tle timpact thc project is likel- to hase Variotis n-pea L' cutirtral rcsouirces as RehgiouLs cci'i,. Cultural heritage sites, Ar:lceoligical mironrtients, Sacred grro-es irc idetini fetd Direcr iiapacts of the p ri1eee arc hlli[red tCo CLlot iral propertics having oil1v local signielcancc aiid thise Cri are vitlhir the Corridor , INmpact A CitalI of 14 CULUiral proipcrucs are affected alonli the Lipgradation cosrridor Details of thc imnp:icts anid associared nitigation tmcasurLes ire presnited in rhe islloi%iig sections- HssesvertInn of the \rlchcological IIoiILsmetlits or sacred gr,-ses are laeing impacted Religious Centres lar centrices, pilgrinis hase traseled ilic roads of larmil Nadu Co viLSL failsous shrinIs of saints This tradition applies co all lise rchgcon-, in rlce state - Saiv-ismis \'aisnavism Christianin Islarns atid 1auitism Tlhe towns along thc project roads include nsal ix if tice popuLac shrisies Figtirce 3 tI and Table 3 [I I sihoa-s the ialor relgious sires in the s-cicnin- of thc LCpgradation Corridors Table 3.11.1: Religious Ceitcers along Upgradation Corridors in TNRSP 04 Si Nearest Nearest No Name of the Religious Centre Chainage Settlement District 1 Vishnu Temple 75 Ramanarhapupr,n Rarminarhaparani 2 Era,adi Mosque a Era-adi Ramanathapuraim 3 i'unitha Anthoanar Tlunithalar, 9 Tutacorii Tuucorn Church 4 Peramsal Temrle 14 Vembar Turicortn Source EIS for Northern Corndor, Airch 1999 & EIS fur Corndor I, lune 1999. Prepared be PCC Cultural Heritage Sites Tamil Nadu has a rich cultural heritage and rIe corndor passes near mans- sites and structures of rehgious, Iaistorical, and/or cultural significance 'the locauon of hentage along the corridors is shown in Figuire 3 It 2. How-evcr clis corndor is does not have manya heritage site. The important one among all is Old Dutch Cemetern (Table 3 11.2) Table 3.11.2: Cultural Heritage Sites along Upgradation Corridors in TNRSP 04 Si ' Nearest Nearest No Package Hergage Site i Chainage Settlement nistrt I TNRSP 04 Old Dutch Ceicin- I 0 Tueiconi Tuticomn Source EIS for Norlietn Coindur-, Maici 1999 & EIS for Corrndoc 1, june 999. Prepaced bh PCC Archaeological Monuments ihere are no archeological monuLIment exslts close to the corridor Sacred Groves [n even' village in Tarrl Nadu there is a piond or tank with a shrine on its banks (KahiJhn and Prabbakaran, 1997). Nearby is a grove of trees, or perhaps a single ancierit tree In many v villages along the Corridor, sacred grovest are obsen-ed. In most cascs a temple/shrne is the central feature surrounded be number of trees- The trees at some places are very old anid also considered sacred by the locat people. In other cases Sacred geisics ace pickeis of i:uiacal icgi!caruii' ii lic h l-al p-i'pl pcoticc i of recp-seiu wicr Febnuan- 2003 Tamil NJda. Road Sector Project Appendices to Environ-mtejatl NManagemewt Plan TNRSP 04 |NAT1SAAJA I CHIDAMBARAM 9¸_ -i A"UIuKKADAIEGUR I * ,J NA;;APATTINAM { t / c , ,, we,, ,,] e ',ASANsEeSWAHAR Te 0.4,S _",C . I\ JES; ,S>D ; 1 -~ ' g 8KATAROHANAT «A CHIRUVAJ c CHURC\ , ; VA HU"T. f-N mA Nt*,A 'N I |WBJ2S d ~~~~~~~~~~~AGAPATNG IAM PL TIA.«I PAL,SU V AIYAMKOVItWY Cr CDL4< V VACAN RAMANATA VAGRRT SET UPT;IY NALACE RAN&ANAT'PURAI 0 ';tss<.9DR . <~~~~~~~~~~~~~~~~~~~~~~~~AM g A / R LAOY~~OFTHE SNOWS C.TUTICORIN ;i UPl ,A PM ,^ - 4 % JTUT ICIN iU TF I VR W~ ~ ~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~ C5 ,acT C1 1EIRT. TCCR.N CAL; 051L LL 00 .O;. LEGEND, OUSPACE LEGEND: N ORCJC[ CORRIDOR N PROJECT COR HERITCAE 5-E FIG! IRF - 'dl 1 ______ ORAC7 HEaDCL on1 cultural propertics are avoided at several locations thrtUgh Cc:hlagCS 111 the Crust sectltn. clariges prigratig inc pide toee h llo wing th Lin thc curs-c radius Thc deeigin contidercd changes tin a cate-to-casc basis to tare least impact on culairlt p Management Committee of the Cultural Propertn properues Hossever, cUIltral properurs citther i part or in whole are being affected, as chaniges to desigii anid algigment at such secuons ascre nor feasible Th1e 1emltural properocs affected itnclude small temples and * Priest/ other head of the propern sri -ines, whichl are only of local significarice * Village Panchayat * Local Voluntary Organisations IMPACTS ON CULTURAL RESOURCES The Quesoonnaire used For documenting the commumn- consultanons carried out at tle enhancement A total of 14 cultural properrtes are affccted all along the upgraditon corridors Most of them are shnncs locations is presented here and at few places thc- arc associated wvith a tree Some of the temple, which is very close to carriagewar, is ftll- impacted Few properues lost their boundars- wall or some part of it The hsts of such properues are - ~~~~~~~~~ ~~MITIGATION / ENHANCEMENT DESIGNS gisen in Table 3 114 Environmental Enhancerment has beeni referred to as die posioive acoions to be taken up duoing the Table 3.11.4: List of Affected Cultural Properties along Upgradation Corridors in TNRSP 04 implemsentarion of the project for the benefit of the road users and the communisto being along die Project Corridor SI |Lmk LKk - Dwsg Side Ofset Settlement [Descrption The enhancements should be carried out vith the fohlowtng objecuves No jNo Chainase _ 169177 Savikaudi Vembar 580215 7 R [23 Nan Pacate Isakkwanammasn Knoil & Well * To enhance the appeal and environmental quality of the project corridor to its users 2 1169177 \'tlalaikuslato Vembar 513G63 L 10 5 Siluvat Puram Chiurci * To enhance visual qualms along the highway, and 3 1178192 fkalathur Pasairar 614085 L 84 Kulatliur Agmn Kahairsian Temple 4 178192 IIltaravaikulam Suraieudi 626163 127 R 93 Patutianarudur Sn Saklot Vsragar Temple * To generate goodwill amongst the local communitv towards the project, bv the 5 171162 Tuicori 1Tharas-alkulain 627761 927 L 6 5 Tharavatkulam Bathrakaliamman Temnple enhancement of common n property resources. 6 178192 Tuncorn T'harivaiskulam 628568 888 R 9 5 Thararaikuklam Church 7 231169 Edampadagad En-adc 530586 L 97 Ntullueads l[afasamr Koil TNRSP 04 passes through sen' few sites of religious, hisroncal, and/or cultural significance OnIv one Klkarat stretch is close to a sacred groves. t e Erav ada - Sayalkuda Here in sacred grove temple/shrine is the central 8 231169 Edampadagal En-a.d 530624 R 8 Muilu-ad Manamnast Koil feature surrounded byi number of trees. KIkarat 9 231 169 Edaripadagal Er-adi 534445 R tl 8 \lacakulam Si-etrathina pakkeeappa Darga ;Kilkarat i 10 231169 UKNtK angaSe-alpain 547110 162 L j6 Silkal Pilla,iar [oil It 231169 U K Stangat Sevealpitt 549886 413 L Aikkud, Selamman Koil 12 231169 U K SIlaigat Sevalpatri 564841 092 R 7 Koduku ssanchai It tsilar l(oil 13 231169 LU K Mangal Sevalparn 571321 1 47 Saralkadc Sundara \imagar Temple 14 231169 U K \langat Samalkuod 5714293 L 24 Saralkudi kagala Essean Amman Ko _______ Sevalpait j__ \ leda sties t, iOttti itttiitsiti i--cit i[ 1', 2a111i STUDY METHODOLOGY Consultauon with the communiLues and thle vanous stakeholders including the Governmenital and Non- governmeottal organizatons along the protcct roads has been conducted as an integral part of the project prcparation. Further the properues have been categorised into dafferent types based on their usage, social Febtrvan -003 -I enil Nida R-oa Sector Pioleci Appcadices to L.,-i iominieiuil PIhiiiigeiieiiil N- RSP 04 Effect on the property (Probable Loss): Give a brief note QUESTIONNAIRE FOR ENHANCEMENT LOCATIONS Details of the Enhancement Proposed: Give a brief ldeicripuon GENERAL INFORMATION COMMUNITY CONSULTATION Space for Photograph of the sice to be enhanced Approximate age of the Property (Years): N9ame of the Enhancement Site _____________ Package Number of people daily use the structure: Package Link I-________________________ To Any Festival held: Season (oclonth), dI'me and Numnber of people gather Chainlage Importance of the Festival (if any): Giv-e a brief descripIvon Direcuon/Side _Norch/ South/l_ast/WKest) \With Respect to Road Involvement of the Community: \Niidth of avaLlable RoW (m). How- best thc communirv will get benefit out of the enhancement (gi-e a brief descripton) Widthd of the Cariagexvas (in) -Flow best the commurutr can manage the property after enhancement (give a brief descripuon) Distance of the structure from exasting centerlnc of the road (m). Willingness for Participation: Type of Enhancement Proposed: (A) Specific (B) Generic SNllangoess onLa WNilhnogness + Labour Contribunion SPECIFIC INFORMATION W\ilhlgness + Labour +Financial conmbuuon Proposed Enhancement materials locally available: Type of Property: (Tick any of the followings) Temple OTHER INFORMATION Shrine Pond If in case of water body is present furnish the following details: Combmauon of any of the above said propernes Name of Water Body, Chamage / Distance from CWV / Package/Side of Road Name of the nearest settlement: Name and Distance of Nearest Setdement, Sigruficance such as frequency of use, local Importance ctc, Exsting Use e g drkinng/vashing/etc \Xhether Water Pollunon is being caused by acuvines of the setdement Approximate Area (Sq. m.): Detads of seasonal faLr/fesuval/congreganon held, if any Importance of the Structure: (Tick any one of the followings) Social Importance ~~~~~~~~~~~~~~~~~~~~~~~~Proposed enhancement merenals locally available Social Importance Ilstoncal Importance Quality of Water based on visual observanons e g Presence of algae/color of water etc Religious Structure Vacant land availablity on all sides of Pond especially, towards roadside Archiltectural Importance OrclthecursPle Importine Posslbilit of Developing it as a Rest Area with/Provision for Parkming Facilti Odhers (Please Specifs Ownership of the propetty: Communuty Village Panchayat Trust (HRCE) Private Others (Please specify) M U'~4i~ Febmarua 2003 Twinld Nadit Road Sector 1Piniect Appendices to El.ivioamsear,iil Mariagetenn Pb:sn TNRSP 04 Construction stage ENHANCEMvfENT GUIDELINES OF CULTURAL PROPERTIES Pocential impacts on reigious antd historic sites dLring the construction stage relate to the possibility for phy-sical damage to occtlr to strLuctures located close to the road works lmplemenrauson of muogaoon Guidelines for Enhancement measures should ensure that no permanent damage is caused to such structures * The proposed design should provide a sLitable pavrd area around in front of the cultural property Operation stage * Seating arrangement if requtired, should bh incorporated preferably around existung shade trees, the In the longer term, the construcruoni of the ten bypasses along the Northertn Corridor and three bhpasses rtypical tree seating drawvings can be referred. along the Eastern Corrndor will make a dtrect contribuuon to the conservauon of moniuments in congested * All the proposed micro arranlgemencs should be form a comprehensive harmonious desigig scheme towns such as Tiruvannamalau, Chidambaram etc bv remosvng a lot of the through traffic * Proper sigisage/use of hazard marker etc should be provided on basis of the location of the property IMPACT ON SACRED GROVES * Suitable materials requLiring minimum/no naintenance should be used- Homogeneiw in use of materlal should be prefcrred along the package The signi6cance of thcse sites in religious, aestheuc as well as ecological terms has been taken into account * The locacoon should be reviewed from point of user safetr too Accordingly, crash barrier, in the design of the road upgrade. No sacred groves alotig the package is affected by means of land uptake raling/hazard master Zebra crosstiig should be proposed if significant people are observed to cross the road to use the propert- * The enhancement designs should if possible try to restrict spread to future encroachment of the MITIGATION MEASURES/ENHANCEMENT FOR CULTURAL PROPERTIES property towvards the roadside for e g -Proposing an introverted design The sites idenofied as suitable for enhancements along the TNRSP corndors can be classified into three -Buffer of brick lining toxvards roadside broad categones on the basis of values attached with them. These include the cultural sites having only -Redirecting the access from side rehgious value, those having both the religious as well as histoncal value and those having only historical values. Of the above-menooned three categones the second one has been given pnme importance in the * If the cultural property is in conjunction wvith for on edge of a wvacer body, the interfere bet-ween enhancement proposals. the steps too should be enhanced such as providing access to the pond from the temple or a vieving space/terrace and the edge Design Concepts - Overview * Tree if proposed should be selected on basis of availability rate of growth shade value etc. The concept for enhancements is based on die suggestions given by the people. Extensive communutv Eucalyptus trees are not to be proposed, except so waterlogged areas and at least 5-10 m awVay consultations were carned out on each of the enhancement sites. The information gathered included the age from road edge. of the structure, importance for the local people, religious significance, historical importance, the size of the population using it, suggestions for enhancements, willngness of people to participate, etc. The site CRITERIA FOR SELECTION OF CULTURAL PROPERTIES observaauon also provided vital inputs in concept formulation. It provided the general information about the condition of the main strucnare and the surrounding, visibility of the enhancement site from the project The criterion for the selecuon of sites suitable for enhancement was based on four factors. Firsdy their ro ues bean of thensie and the surrounding of ete h importance for the local people secondly the religious significance, thirdly, the historcal importance and ra the scenicobeautycof,the enascellnas the surroundin area etc. hl ~~~~~~~In case rehgious places, the enhancements are suggested on the basis of the usage. For example paving is fourthly the scope for enhancements. The importance of the site for the local people as well as the historical suggested around the temple in most of the cases as people move around the temple. This ntual known as significance avas identified through extensive discussions wvith the local community and general observauons pradaks-bsna is a common practice in most of the temples m Tamil Nadu. Similarly in mosques paving is of the sites and structures. The scope for enhancement included the possibilaty of any further improvement, proposed m front side where people pray on Fndays. availabihty of space for enhancements and the likely benefits for the local communuty as well as the road The tppe of pavmg proposed vaoes at dpfferent places mli. n a site accordmg to the use of spaces and thetr users. Poor condition of some historocal scrucrures 'was a constraint in selecung sites for enhancement. Such relative importance. For example the paving proposed m front of temple is dhfferent than that for approach sites tough having high histoncal values exist in a very bad physical condanon. At such places enhancement pavement, which is again different from the paving for pradakrhsna. Such hierarchy in the paving pattern is measures have no meaning -without restoring the main structure, which is beyond the scope of the maintained m all the enhancement proposals. enhancement works. In the religious places hke temples mosque, dargah and church where large number of people gathers weekly or annually, measures are taken for the safew, of the people, as they tenid to spill over on road Compound IMPACTS ON CULTURAL PROPERTIES vall and fencing is suggested as safety measures at such places. In many cases the local people were concerned about the safety of rise property Compound wall with gate Impact On Religious and Historic Sites and fencing are proposed for such sites. There are many cmportant reigpous and hestorcal cenwers that are accesshble from the project road. pdgnms and tounsts to provide the necessary funds. The upgradmig of Corndors xvll be beneficial to enhancement measures are suggested to emphasize the presence of important such rehlous or histoncal conservation of rhe many histonc and rehgious sites on or near the Corridors by improving accessibility and therefore the number of visitors. ~~~~~~~~~~~~~~place. The measures include provision of arch or columns wilth decorative and proper signage These measures are conceived in such a way so as to reflect the architectural characteristics and the relglous or hestonc significance of the place. There are sites along the project corndor, wvhich have high hlstorical significance, but are neglected The lack of awareness among the people and negligence on the part of authonoes is evident form the very state of Febmrar 2003 I tnil Nadlu Roid Seciti l'r-iect .\ppenlice- to I itroni,aAir,ttdl lMaitig-cnr aN ENS1 14 thcsc srructures Eilhaancement meCasuLre f[or rhese sites are proposed tn Ltch a wavy as to Increase public The PIU has built IIa certa1in organizational and insuiccitonal caipaci,l bv the creation of a Social awareness. whicia ca in, colrn lc ct cEtll,crination olftlese structures. 1it rle concerned authonaes Development Uniit (SDL) to ensure effectve implemernatacion of RAP Monitoring invol-es periodic lirc sires having good scenic beatio Atid anraple space for parking and siutng are cooccivcd at potential checking to ascertain s hlther acrtinecs of unplemcntauoni are takiing place according Lo the plan and as per rcopovers Shadinig and pleasanit ves arc cseiisidered iiiiportan t ill suchi places IeIC presence of pond near [lie schedule. lMotatortiag nail coxer physical atd finanicial compoinenta s It protides the feedback n stopover is coniatdered preferablae is itr ot onl- gives a pleasanlt estc\ bat also protides ceFrestlung cocil for proicrt managcment cc) keep the programmes oit schedule LIal-tia tiOi is cs crnualIc a s1llnung LIp laccze If ic iicidental space resultring bv thc realignmetii of che road is propoised to be d-evcloped as leading to project asscssmcnt of svhetlutr the implumentation activities actall1y achieved the iiatreded aims landscaped grceI areas to inaprove rihe s rit1 quali- of the road i1rce plaintation- ace stiggeLred oslvg at itaose places shcrc rcit lical peoplc are tstllitgy at take care of the trees, is maintenance tif tree, is a altajor issue TLIe )ImpeI taL[li onif tinc enhancement drigtsn ciill bae [lie rispticasilalo - of ite conotra crtr uctiid rue supiervlsioii tat the Etiginec Tiac fotrmal arraiaicaaletlts f rc mlain reit tirce dtititig riac tOrBt cosriatrtictiii,r stagy ENHANCEMvIENTS CONSIDERED UNDER TNRSP st-ill he firalscd it cons ultauon svith thc conmuimaiues. Tithc nmodalities still be suLbsequentc- storked ourt bh rite PIU In coiscitatliLtc ri1ii1 thC cotiituiuiitucr durinig IIC dtaiilcd -inuiolnaL, coiss tiltiotIs that are to be 'I ie list of elailitceloent Sites eler Lted I dcc I NRSP' 14 is presented int Tablc 3 1 t 5 A total of 44 sites C-Cr Circ-ica i our for relocaritg the a ffecred cuiltiral priapertiea Ir Is :l-i[, proposed that the P Li ss ll risit ca aC selected for sihich specitic cnhancemcntts designis havc been prepared aiad 1.3 of these ies lie along thc the etihancement locariont dirirng the impicnacntaion stage to dcreritaine the efficact of the enlaancmetclir -I NIl;IS 04. Apart from these 9 generic daiagls sverc aisco prepared I lie I alale also sholts the illlportatice of carriecd out ind the comiaaunin- urchsation of sLIcIa areas cads site switcli is ettiser social (nclidiniig reigIous ImportaIacC) or histornc or borh TYPICAL ENHANCEMENTS DETAILS Chain linki Barbed iere Fenangg - N'\e 2002/Z73121I/Eic/01/54) Chain hnk fencing can be used near construction camps or at any oLher locauon svhere a phvscIal barrier is to be provided maintaining the visual link Cotmpousnd I-a//;(Dtnsorg i\-s 2002/73121 1/ Ln/0 1/54) Twvo trpes of compound 'aalls are desigicd. i e for mosque, for temple Further hoth rhe compound wvalls are daffer in their design wvild respect to association of a pond Pavinnp (Drawing, No. 2002/73/21 /1Et10 1/55) Different types of paving mn brick and stone can be proposed according to this detail. The choice of paving rape shall depend upon the design theme proposed. Signa,ges (Drvzn,g ,rNJo. 20021/7311 71/ Env/O/7) The enhancement sites as well as other tmportant and signiificant site along the project corridor should be provided vitli a proper signage PREPARATION OF BILLS OF QUANTITIES For each of the detailed enhancement lesign and the tvpical desigiis the quanuues shaLl be calculated for every item proposed IMPLEMENTATION PLAN TI'hc R&R poli'c and the enorilentetr provisions for TNRSP suggest relocation of cultural properues impacted due to the project All such properties stll be replaced at the cost of the project The site for relocaung these assets lost s-ll be in coisuitation vvith the affected people wvho are potenoal users, b s the implemenung NGOs All such properries need to be relocated before the conmnmencement of thle covil construction svorks A tumetable for relocation of culcural propertes has been provided in the implementation schedule of the RAP The project authonoes xvdil be responsible for construcung all such affected assets and after construction those wvdl be handed over to the concerned agcncies / departments for mamtenance Februan 2003 .7 I 4444 .4 .0CX.-I4- 4-ic - -- (44 *44 c -, .4-- 04-4-444-4444 I '44 44 4'4''4Q'..' 4- 44 N - '- 4-- 4-.- b . m .444 44' 44 44' K. K. K. -. - -. 44 44 4 4- 4- .4 - - - 44444 - 44 - *   H ' 444 44 - .4' (4- '44  -.44-44 "'V H q 442' _ -44 44-s Lii TT 44 S 5 - - 4- 0 '0 . 0 3 44  4- 0 - (-1 - 0 H 0 - ,- - .4-144-. 4444 '44 Z cj:2 '4- 44 - - 4- '- '' 0 - -44 - H 44 -4- ______ . - 44 '44 ,  4" CC CC CC CCC CC.,Il iu 22/a i, lzUght soil and Llse salne ground water conidiuons existing, limuted species can growe it sucl areas Based OIL a study 7 K i.,, 2(d/i. i itRgh, 8 ,l.k. -eee , 8. ,, iked, 26/2 I I ir ,i.kas.s, r, e ailed SiLEtIu ;/i I. i.i 0 K,l.,k-ri e , tRehs elkud. / i _ (ir II ,I:sksr.,rr t s.lsnikd ;;33/4 i It'igh, 12 I,sahrns e, s siedh , 35/5 ti Rigt, 13 [C,ik:r.s, i., ksril,d, 411/3 __ _ I.r 14 S/...ikui ik , \' sb4r i'/4 1 R8,hr 15 -sbar sa irtrur 34/i1 r ).t i \ -sber r, Rri,iir 5/3 ft 17 \ ember is K5isirur 5/2 i R,55i 1 8 \rsb.ir is, Kaiii.ur 5/2 1 Lot 19 \cmbrr i- hRi,-rrur 1/2 r Ri/sr Februan 2003 aN,i) Ncl,, Ro*0c- Scror> llojcct Appccc , rto Em inaircritcal Manitigecmrent l'lani 1NRS P 04 tacca t,2c--liC a-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~z't~~~~~~~tK] - -~~~-- - --- 7.E LL: I~~~~~~~~~~~~~~~~~ I f>.. I I ~ Lr eii l lI I I_ _ ,.,~~~~~~~~~ ~~~~~~ ,, W -nuiyc T itie c cr ccl i^c iu iFt-t -ccKctF I ~ ~ ~~~~~ I >' t -FX . . . I , : I I - -, _ .Ci t 0 X D ^ U r.c | | :: . X / :5 m ^I~''t FI F __~~~~~~ .__cccc __~ _Fc I: ____ .CcUcJFuFcfi _ _ I _ 'tOIC - ~ ~ ~ ~ ~ DT p _~~~~~~~~~~~~~~~~~~~~ F f- ----- F Fi -----chccI te - -003 ---. - ---- ----- --- c-c ccecc-e --j cc -t cct-ccr- F(FFFOF] a-Icc E be cc -a: act-c e~~~~~~~~~~~~~~~~~~~c -'cccFc dcc -yccdecaca crcc-tc accecra cccc~~~~~~~~~~~~~~CQ Figure 3.121(I) Figure 3121(111~~~~~~~~~U-3 LANDSCPING SRATEG EASERNCORIDR ANDCAPNGSTRTEY ESTEN ORRDO (No Diecly opsedtoSea I Dieoty opoedto ea Note ~ ~ ~ Dsg o ua CosScreF2S,2G N 2R einfrRrlCos etos LS LSAD2R ______ T___________________ n___________________________ ---hIlc - e I re ~~~~pc- n r--,;., y - sh-.1 7-ebuary200 Tamil Nadu Road Sector Project Appendices to Enii,ronmental Management Plan TNRSP 04 MAJOR INTERSECTION T4JUNCTION INDICATIVE CLEAR ZONE FOR CURVES 'NOTE. I) Dist.... Ii,dlC.t.S Min...g Ciog,.nc. Required I. L dc..epw~fhirukuIo adAvoiIa 2) No Fu,th., L-nd A"iIuiIotion Is Euiogodft~ Ploirtkio FIGURE - 3.12.2 SIGHT DISTANCE REQUIREMENTS FOR INTERSECTIONS AND CLEAR ZONE FOR CURVES FebnhUan 2003 Limi- t ad Roisi Sectoi P'inect \ppAcdte Idc at Lv en ronmecl.jI Mi[atgeemci MuPiitTN[(SI' 4 of rhe local flora and Interactionis Mstlt botattical cxperts. thc FollosvItg SpecieL \5cte foLind suittile for fe) \sassern P/las pi,en plaitia/tias T3, ,pestIa starss/sslei L,t assssss/alas an, .- I st/is /5 Si/- ii's! l'fl/)1h2i5// f'ittia/iI f If/ In cOoa.ral arcas rtlt trcr are icred \\ti stirong s itds and stIud a ri,k of gestiag uprootcd lFhrepelli popUilnca Species fCor rhe laindacaping shall be raised in 3 taurseric for castertn corridor t Urnber or capnliig, to bc Iltlougit CaIrt istLitI it ligitl saalte ciandittOits Is 11t 1 sec\- sturdr tree 1 herefore. lhepcsila is 1Oi sutggesreel railcd 1t pilitieCd ;sCa tiac thae saphings are 1 5 to 2 \ears old at tire tistac of plasnia tton A rep1aceitet along stretchle, irecth expocd ti r stea Al)Iaig s trcchcs dirertl faeiiig thc sea, rite spacitag of the Ililicr casoials-t f111° I, coitLidered For es tiiataiiag tltc nLittiber of saplisg, to bc reai,ed e lie nitrseries shall be r itsor tree,s "Is I be e7dvLcCd C l tit Ott rite eas iard sidc so tlitr t \istl evtc a, s \stitdblreak hle Species maintained bla forc[ \strg of Pllbi headed ba- tci AC I- aS er tic t oe titti ianal sleICaic aoinM sLiggestcd 'I [e SLInblC for plarningn tsie ritiner to of Itre c IsICIsd iqa I ns sircidenirtal numlber of slirubs to be raised for planung ast Istersectios sliall tic tvorked oti at ste rite of stpces crc reld s a rcst/lt of r/ld e:iliete atasila, be deselopve l a, lanidicapcl geeid arcea a riteasi esrn talird inpempnteista uort anid provsisiois shall be miadc accordrigh Neirsert stock for I S I stall e fro exotic sprCIes are rCCeotiIeiic1dCLl 1f1i stiCls spacCs Ihe.e tacxlsde Oi ms -rsisDetafli - a [Is is ig tree I's/ii Sas-alkdid iis/rserr Derils are prcscrited in the alialc 3 1 2 3 lacloss vl/sss'isss/5/Ss'-agtaeeflcf,l tree f i g.i rdens. (ia os a' 1/t1/ - i ClHO\ flowtering trce 'I lit t-pical plarstrin g designas siggesgt-I for tse easetril corril' is ire prescnteld I/s Figuire 3 12 1 (I & [I) Table 3.123: Saxsalkudi Nurser', Sirkazi Ran-e TNRSP04 (C) Implemnentatiuon )dechanmsin | n DETAILS 2003-0+01-.5 2005-O2006-07 -7- I hI liglisars depirtsctitr-t6blish i tirseries for the prolect The raising of tlIr vpltag, s-ill start ISmoniths prior to totc compieti' it ot coirnssCn1oia acs-iLies aloig a paructiclar Sectoio of tsIc corridors. 'i| ' I'l Saplings lant are o,er eiiOe tear ield anad haase reached a teriglit of 2 Sm st-il be plintcd. To iiretrt lleretthe avenue plantation sclteme. ait As,tsant Consesantiror of Forests (ACF) has lbera indUeted ferll rnse thin the Nl-- v -sa . C A , pl-I- -.I -| PIL' In performirig his duties Ire wsill bc asiisted bh m-o rangers one cacha for the nortliern and eastern eorridors TIo manage thc operatioins of the nlirser- and to carry- out tire implementauon at the field leel1, l.llp, i 95 | 1 the ranlgers sxill be assisted br 6 foresters. eho still be entrilsted the rcsponsibihr of managing and maimaining each nursery- 4 lZsing /hib 1- f'-las,ispi i-gis I vii d i"' -c/io Numbsi -sI be J-sdL d bISLd in (d) Work Schedzule TOTAL ize3t 45 946 1r17 1376 n29 100 ii 16t 30 Thte schedule of sworking for tree planinng prograirnne has been prepared in tandem s't[h rhe engineering program me for swidemng of roads in TNRSP The plantng prograname s-ld be carried Out simiulancousiv in ad three packages along the ea/tseri Corridor The actual tree plantation programme stall start ai rear after the commencement of consrcticnoa in si parocular stretch. Nursecs stock pianted during the second r ear vail be mantained m the thied lear anrd handed over to tzie Highwass Deparrment at the beginning of rIe fourth rear Nurscr- stock for second rear planung swill be railsed in die first rear The nime schedule for conapletinu of avenue plantation stork along the Eastern Corridor in coti1uncoion wsith the engineerng prograname for the conrract package TNRSP 04 is indicated at Table 3 12.2 Table 312.2s Time Schedule for completion of Road Avenue Planting snorks tn TNRSPo4 Section & Locanon -Length in Time for givng Period for completion of pianting Km Possession of Site storks aIa--asatlv --p-irain - 21 I kin im \ith notrice to ouenmce e Jantiss I - i Edviarnpadal 15 0 j- 14 I4 S,,,akud, ulatlautr *,211 kill 6 oithiirs iftce ,ooucc ro .[tl-211 coin"ie'l 38 2 S,arvikodi TEsilviri 2'(InC) -oneitrceate Loe taoos20 20 Kirlarltac - Tune-uris 21 Sis kmn 1IS mortils sifter isonee so satav[n 255/u | usltan 200- co[n"Mnce 15 0 5 Edampadal - S-alk,di 29 11/ ke 15 /I i marlhs ite 'saner to f anuca, 2007 con"11(alce 29 10 Total Length 117 9 krn 117.9 kn Feb-rian 2003 _____ _____ _____ _____ _____ _____ _____ Table 3.12.4: Tr-ee Plantationi Details Chainage Roa'd ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~Lnth() Type of Type of Side of Road From To Legh() Section Planting Left R__ight Ramanathapuram - Kilakkarai 512700 512800 100 Rural Single Row Left Right Ramanathapuram - Kilakkarat 513400 513400 100 Rural Multiple Row Left Ramanathapuram_-_Kilakkarai 514400 514500 100 -Rural Multiple Row Left Ramanathapuram - Kitakkarai 51 5700 515800 100 Rural Multiple Row _____ Right Ramantaua iakri516600 516700 100 Rural MLaltiple Row Left Ramanathapuram - Kitakkarai 51 7000 517100 100 Rural Multiple Row Left Ramanathapuram - Kilakkarat 517700 517800 100 Rural Single Row Left Right Ramanathapuram - Kilakkarai 518400 518500 100 Rural Single Row Lett Right Ramanathapuram - Kilakkarai 519300 519400 100 Rural Single Row Left Right Ramanathapuram - Kilakkarai 520100 520200 100 Rural Multiple Row Left Riht Ramanathapuram - Kilakkarai 520500 520600 100 Rural Multiple Row Left Ramanathapuram - Kitakkarai 521600 521700 100 Rural MuttipIe Row Left Right Ramanathapuram - Kilakkarai 522300 522400 100 Rural Multiple Row Left _____ Ramanathapuram - Kitakkarai 522800 522900 100 Rural Multiple Row Right Ramanathapuram - Kilakkarai 523900 524000 100 Rural Multiple Row Right' Ramanathapuram - Kilakkarai 524300 524400 100 Rural Single Row Left Right Ramanathapuram - Kitakkarai 524600 524700 100 Rura SingIn Row Left Right Ramanathapuram - Kilakkarai 525000 525100 100 Rur1al MLlle Row Left Ramanathapuram - Kitakkarai 525600 525700 100 Rural Mutpl ow hht Ramanathapuram - Kitakkarai 526600 526700 100 Rural jSingle Row Left Right Ramanathapuram - Kilakkarai 527200. 527300 1 00 Rural Multiple~ Row Left Ramanathapuram - Kitakkarai 527700 527800 100 Rural 'Multiple Rowl Right Kilakkari - Sayalkudi 529100 529300 200 village Single Row -Left Rit -Kilakkari - Sayalkudi 529500 529550 50 Rural Multiple Row Right Kilakkari - Sayalkudi 530100 530200 100 Rural Multiple Row Left- Kilakkari - Sayalkudi 530700 530800 100 Rural Multiple Row Ri ht Kilakkari - Sayalkudi 531100 531200 100 Rural Multiple Row Left Kilakkari - Sayalkudi 531500 531600 100 Village Single Row Right Kilakkari - Sayalkudi 531800 531900 100 Village -Single Row Left Kilakkari - Sayalkudti 532410 532480 70 Rural Multiple Row Right Kilakkari - Sayalkudi 532700 532800 100 Village Single Row Left Rih Kilakkari - Sayalkudi 533200 533300 100 Rural Multiple Row Left Kilakkari - Sayalkudi 533700 533800 100 Rural Multiple Row Left Kilakkari - Sayalkudi 534000 534050 50 Village Single Row Left Right Kilakkari - Sayatkudi 534800 534900 100 Rural MultipIn Row Right Kilakkari - Sayalkudi 535650 535700 50 Rural -Multiple Row_ Left K(ilakkari - Sayalkudi 535750 535800 50 Rural Multiple Rowl Right Kilakkari - Saya(kudi 536100 536200 100 Rural -Multiple Row Left Kl¸iakkari - Sayalkudi 536700 536800 100 Rural Multiple Row___ _ Right Kitakkari - Sayalkudi 537450 537700 250 Village Single Row Left Right Kilakkari - Sayalkudi 538000 5381 50 150 Village Single Row Left Right Kilakkari - Sayalkudi 538800 538840 40 Village -Single Row Left Rih Kilakkari - Sayalkudi 538900 539100 200 Rural Multiple Row _____ Right Kilakkari - Sayalkudi 539150 539250 100 Rural Multiple RowL Left Kilakkari - Sayalkudi 539350 539500 150 Rural Multiple Row _____ Right Kilakkari - Sayalkudi 540200 540300 100 Rural Multiple Row ~ Right Kilakkari - Sayalkudi 540600 540800 200 Rural Multiple Row~ Left Kilakkari - Sa alkudi 541200 541400 200 Rural Mulihple Row . . Right Kitakkari - Sayalkudi 541800 541900 100 Rural Multiple Row Left Kilakkari - Sayalkudi 542150 542250 100 Rural Multiple Row Right Kilakkari - Sayalkudi 542800 542900 10 Rrl Mlil o ih Kilakkani - Sayalkudi 543500 543700 20 ua utpeRw- Right Kilakkari - Sayalkudi 544200 544300 100 Rural Mulltipe Row Left Kilakkari - Sayalkudi 544900 545100 200 Rural MultipIn Row Left Kilakkari - Sayalkudi 545400 545500 100 Rural Multiple Row Left Kilakkari - Sayalkudi 545900 546000 100 Rural Multiple Rowi Right Kilakkari - Sayalkudi 546400 546500 100 Village Multiple Rowl Left Kilakkari - Sayalkudi 547150 547250 100 Village Single Row Righ Kilakkari - Sayalkudli 547650 547700- 50 Village -Single Row -Left Right Kilakkari - Sayalkudti 548000 548100 100 Rural -Sngl o ih Kilakkari - Sayalkudi 548250 548400 150 Rural Multipte Row Left Krlakar - Syeludi 548800 548900 100 Rural Multiple Row Left _______ Kilakkari - Sayalkudi 549300 549400 100 Rural Multiple Row . .. R. ight Kilakkari - Sayalkudi 549600 549700 100 Rural Multiple Row Left Krtakkari - Sayalkudi 550000 550200 200 -Rural Multiple Row _____ Right Kilakkari - Sayatkudi 550500 550600 100 -Rural MutpeRw Left _______ Kilakkari - Sayalkudi 550700 550800 100 -Rural - utpeRe ____ Right Kilakkari - Sayalkudi 551100 551200 100 Rural Multiple Row Left ______ Kilakkari - Sayalkudi 551480 551520 40 -Village -Single Row Left _______ Kilakkari - Sayalkudi 551480 551700 220 -Village Sinigle Row ___Right Februaiy 2003 Road ~ ~~~~~Chainage Type of Type of Side of Road Road ~~~~~~~~~~~~~~~~~~~~Length (M) c From To Setion Planting _________ Left Right Kilakkari - Sayalkudi 552050 552150 100 Rural MulileRw Left ______ Kilakkari - Sayalkudi 552900 553000 100 Rural _ Multiple Row Right Kitakkari - Sayalkudi 553100 - 553200 100 Rural Multip RwRight Kilakkari - Sayalkudti 554000 554100 100 Rural Multiple Row Right Kilakkari - Sayalkudi 554800 554850 50 Rural MultpleRo Left _______ Kilakkari - Sayalkudi 555250 555300 50 Rural Multiple Row Left _______ Kilakkari - Sayalkudi 555550 5560100 Rural MuIltiple RowRit Kilakkari - Sayalkudi 555900 556000 100 Rural Mlil o ih Kitakkari - Sayalkudti 556500 556550 50 Rural Multiple Row Left Kilakkari - Sayalkudi 556820 556900 60 Village Single Row LeftRgh Kitakkari - Sayalkudi 557050 - 557360 310 v e9 Single Row Left Kilakkari - Sayalkudi 557050 557100 50 Village Single Row Right Kilakkari - Sayalkudi 557280 557360 80 Village SingeRow Right Kitakkari - Sayalkudi 557550 557600 50 Rural Multiple Row Left _______ Kilakkari - Sayalkudi 558350 558400 50 Rural MuWtieRow Right Kilakkari - Sayalkudi 559050 559150 100 Rural Multiple Row Left _______ Kilakkari - Sayalkudi 559650 559900 50 Rural Multiple Row Left _______ Kilakkari - Sakdi560400 560500 100 Rural Multiple Row Left _______ _____________ Kilakkari - Sayatkudi 560800 560850 50 Rural Multiple_Row . Right Kilakkari - Sayalkudi 561300 561400 100 Rural Multiple Row _ Right Kilakkari - Sayalkudi 561700 561800 100 Rural MLultiple Row Left Kilakkiari - Sayalkudi 562000 562100 100 Rural Mu!aple Row Left Kilakkari - Sayalkudi 562600 562700 100 Rural- Multiple Row Right Kilakkari - Sayalkudi 563000 563100 100 Rural Myultiple_Row Left _______ Kitakkari - Saya Ikudi ~ ~ _563600 563700 100 Rural Mu(il Row Left Kilakkari - Sayalkudi 564200 564300 100 Rural Multiple Row Right Kitakkari - ~y ~ O ~564560 564670 110 Village Single ow Left _______ Kilakkari - Sayalkudi 564670 5680130 Village Single Row Riht Kilakkarn - Sayatkudi 564800 564950 1 50 Village- Single Row Left Right Kilakkari - Sayalkudi 565000 565100 100 Village Single~ Roiht Kilakkari - Sayalkudi 565100 565200 - 100 Village Single Row LeftRgh Kilakkari - Sayalkudi 565200 565300 100 Village Single Row RightRi_ht ______ ~~Kilakkari - Sayalku di 565400 565500 100 Rural Multiple RowRih Kitakkari - Sayalkudi -566880 566920 40 Rural MutpeRwRight Kilakkari - Sayalkudi 567200 567250 50 Rural MutpeRw Left Kilakkari - Sayalkudi 568100 568200 100 Vlage Single Row Right nilakar -Sye-ui5_68450 568600 1 50 Village SigeRw Left Right Kitakkari - Sayatkudi ~~569000 569100 100 Rural Multiple Row Right Kilakkari - Sayalkuidi 569400 569500 100 RUral Multi te Row Left Kilakkari - Sayalkudi 570500 570600 100 Rural Multiple Row Left _______ Kilakikari_-_Sayalui ~ 570820 -570900 80 Village Soge RowRih Kilakkari - Sayalkudi 571000 571100 100 -Village S ngle Row Riht Sayalkudi - Vembar 573300 0 573500 0 0200 Village S_ogle R~ow Left Sayalkudi - Vembar 573300 0 573500 0 0200 Vilg Sn eRow . Right Sayalkudi - Vermbar 574120 0 574350 0 0230 Rural Mulipe ow-* Left Sayalkudi - Vembar 575200 0 575400.0 020 Vlae Sngleg Row Left _______ Sayalkudi - Vembar 576050.0 576750 0 0100 Rural MultIpe Row Riht Sayalkudi - Vembar 578550 0 578700 0 0150 Rural Multiple Row - - Right Sayalkudi - Vembar 578900 0 579050 0 01 50 Village Single Row ____- Right Saakdi - Vermbar 579400 0 579500 0 0100 Village Single RowRih Saya(kudi - Vernbar 579800.0 580000 0 0200 village Single Row_ Left _______ Sayalkudi - Vembar 581550 0 581650 0 0100 Vilg SinleRo Left ______ Sayalkudi - Vembar 581600 0 581650 0 050 Village Single Row Rig.. f~ht SayaIkudi - Vembar 582450.0 582600.0 0150 Village ISingle Row Left Sayalkucit - Vembar 582700 0 582900.0 0200 Rural MutileRow Right Sayalkudi - Vembar 583350 0 583500 0 0150 Village Single Row Left Sayalkudi - Vembar 583610 0 583670 0 060 Village Singl Rowight Sayalkudi - Vembar 584150 0 584300.0 0150 Rural Multiple Row . . RigE!ht Sayalkudi - Vembar 584600.0 584850 6 0250 1Rural Mutpl ow Left Sayalkudi - Vembar 585700 0 585600 0 0100 Rural -Multiple Row -Left Sayalkudi - Vembar 586900 0 587000.0 0100 Rural Multiple Row Left Sayalkudi - Venmbar 567175 0 587300 0 0125 Village Singl o Righr Sayalkudi - Vembar 587600 0 587700 0 0100 Rural Multiple Row Left _______ Sayalkudi - Vembar 588600 0 568700 0 0100 Rural Multiple Row . . Right Sayelkudi - Vembar 589300 0 589400 0 0100 Rural MU8liale Row Right Sayalkudi - Vembar 590000.0 590150 0 0150 Rural MLiltiple Row Left ______ Sayalkudi - Vembar 590400.0 590570 0 0170 Village Single Row Right Sayalkudi - Vembar 590400 0 590550.0 0150 Village Sinigle Row Left ______ Sayalkudi - Vembar 591550 0 591650 0 0100 Rural Multiple Row Left _____ Sayelkui - Vemar 5_92100 0 .592200 0 0100 Rural -Multile Rwght Vemnbar - Kulattur 594150 0 594240 0 90 VilgNe-Single R~ow Left ______ 1cb i aury 2003 ApDDiChUs ii 12\1VIL 11 1ii ii t luni:genicoIt P1lu. 1 NRSP 04 Chainage Type of Type of Side of Road Road From To Length (M) Section Planting Left Right Vembar - Kulattur 594650 0 594800.0 150 Rural Multiple Row Left Vembar - Kulattur 595500 0 595600.0 100 Rural Multiple Row Left Vembar - Kulattur 596000 0 596080.0 80 Rural Multiple Row Right Vembar - Kulattur 596400 0 596500.0 100 Village Single Row Right Vembar - Kulattur 598550 0 598600.0 50 Vilage Single Row Right Vembar - Kulattur 599900.0 599950 0 50 Rural Multiple Row Right Vembar - Kulattur 600950 0 601000.0 50 Rural Multiple Row Left Vembar - Kulattur 601500 0 601600 0 100 Rural Multiple Row Right Vembar - Kulattur 601950 0 602000.0 50 V _Village Singl- Row Right Vembar - Kulattur 602500 0 602600 0 100 Rural Multple Row Left Vembar - Kulattur 603100 0 603200 0 100 Rural Multiple Row Left Vembar - Kulattur 603700 0 603800.0 100 Rural Multple Row Left Vembar - Kulattur 604300.0 604500 0 200 Rural Multiple Row Left Vembar - Kulattur 604900 0 605000 0 100 Rural Mul _Ro Left Vembar - Kulattur 605200.0 605300.0 100 Rural Multiple Row Left Vembar - Kulattur 605600 0 605700 0 100 Rural Multiple Row Right Vembar - Kulattur 606450 0 606550 0 100 Rural Multiple Row Right Vembar - Kulattur 607200 0 607500 0 300 Rural Multple Row Left Vembar - Kulattur 608000 0 608200.0 200 Rural Multiple Row Right Vembar - Kulattur 608700 0 608800 0 100 Rural Multiple Row Left Vembar - Kulattur 609100 0 609200 0 100 Rural Multiple Row Right Vembar - Kulattur 609400 0 609500 0 100 Rural Multiple Row Left Vembar- Kulattur 610100.0 610200.0 100 Rural Multiple Row Right Vembar - Kulattur 611050 0 611210.0 160 Rural Multiple Row Left Right Vembar - Kulattur 612300 0 612420 0 120 Village Single Row Right Kulattur - Tuticorin 614070.0 614100.0 30 Village Single Row Left Right Kulattur - Tuticorin 614450 0 614500 0 50 Rural Multiple Row Left Kulattur - Tuticorin 614500 0 614600 0 100 Village Single Row Right Kulattur - Tuticorin 615000 0 615100 0 100 Rural MtulIple Row Right Kulattur - Tuticorin 615900 0 616000.0 100 |_ill,ge Single Row Left Right Kulattur - Tuticorin 616850 0 616900.0 50 Rural Vlultple Row Left Kulattur - Tuticorin 6173600 61690 0 100 Rural Multiple Row Left Kulattur - Tuticorin 618100 0 618150 0 50 Rural Multiple Row Right Kulattur - Tuticorin 618850 0 618900 0 50 Rural Multiple Row Left Kulattur - Tuticorin 619200 0 619300.0 100 Rural Multiple Row Right Kulattur - Tuticorin 619350.0 619450 0 100 V_ilage Single Row Left Right Kulattur - Tuticorin 620400 0 620450 0 50 Rural Multple Rgw Right Kulattur - Tuticorin 621535 0 621600 0 65 Rural Multiple Row Left Kulattur - Tuticorin __622200 0 622300 0 100 Village Single Row Left Right Kulattur - Tuticorin 622400 0 622500 0 100 Rural M2lYlbip! Row Right Kulattur - Tuticorin 623600 0 623700.0 100 Rural Multiple Row Right Kulattur - Tuticorin 624200 0 624400 0 200 Vilage Single Row Left Kulattur - Tuticorin 624600.0 624700.0 100 Rural Multiple Row Left Kulattur - Tuticorin 625800 0 625900 0 100 Rural Multiple Row Right Kulattur - Tuticorin 626700 0 626800 0 100 Rural Multiple Row Left Kulattur - Tuticorin 627400.0 627500.0 100 Rural Multiple Row Right Kulattur - Tuticorin 627800.0 627800.0 50 Vilage Slingle Row Left Right Kulattur - Tuticorin 628000 0 62814000 140 Village Single Row Right Kulattur - Tuticorin 62870000 628800.0 100 Rural Multple Row Right Kulattur - Tuticorin 629350 0 629400 0 50 Rural Multiple Row Right Kulattur - Tuticorin 630400 0 630500 0 100 Rural Multiple Row Left Kulattur - Tuticorin 631000.0 631100 0 100 Rural Multple Row Left . - Kulattur - Tuticorin 633600 0 633700.0 100 Rural Multiple Ro Right Kulattur - Tuticorin 633700 0 633800 0 100 Rurlt M ltle Row Left Right Kulattur - Tuticorin 634300.0 634350.0 50 Rural lae le Rowlef Right Kulattur - Tuticorin 634700 0 634870 0 170 Village Sngle Row Left Febniary 2003 1ltnil Nad,i Ro:td Sector Proictr Appenidice, to F-tiroumcir:tl Mimar.tgerientr 1'tit TNRSP 14 Appendix 3.13: Guidelines for Rcdevelopment of Borrow Areas Pre-entive mcasures ror All blurrow areas operatiotIal for the project Shall bie rede-cloped oni complerion of rhc borrowing ac^-ities . leachinig Redevelopment shall be carried mte as per redevclopnent plana prepared hr tltl contractor with the - iosqUttto breeding concuIrretnce of rhc taigincer A-Iti g %wirh the redevelopment plan details of itie laorrow% area shall be ater U111-off/concarrnion provided intiteeforlwigformat I-L rierredev elopment or enhitcement of ria sborrow atrea shall be at the discrcooti of the engineer of the (7S( (uidethnes For enliancemeist of borrttrx re;as and criterta ace prov-ided Ant orlaer rnteronmneirtal degradation in the secuotis belo\E . The proposal shouild also be having to milind. avCanLe for generaritin of tncorne/eqUtIpmcn1 to thc pCopIC Documentation of Borrow Pit of the adiotining cOtaiMnuuin so that maintcenatice is einsured t is-i-trs The desigit intst thLis esrisre Derails to isclude/tdentcif * Protecrion agaginst ceosion & degeadLaion PItrovide perennial cover or ititroduce nerw productive LISC for the borrow area o Chainage! Disttiice froias roadl Li Size &, lenigth To represent on Working Plan o Tyx-pe of Access/sv-tidrh/ktitclal/ptLcca etc from carrtagewrm ! Access of Properu /vidch of access/nisarerial o Sod Lo-pe * Orientation of properry with respecc to the road o \sNater Table of the area or identiht from nearest Wvell etc/ask people Site Slope o Existing Land use such as barrcti/agriculnriral/graziig land . Local Drainage / w-ater loggitig etc if anr o Location/Namc/Population/Casre of Nearest Serdemeint/CommuLnoin- & distancc From Borrowv . Location of nearest cuhlert cc itfany to drairi water if required Arca/Type and characrensues of settement . Any- other communin resources such as nube well/well etc in vicimn- o Daly-/oceasionial use of the Boersiry Area by the commumnity if a- . Locanon of trees including Species/gitrth/foage spread acid afternoonl shaded area on ground o Additional facdiities required by cotmmumnv such as dunknlg wvater tank seating etc . Surrounding land use. nearby sertlements (name of srructure/pattern of setdement) O Probable reuse of Borrow pit-ask community NMark on plan part of the borrowv area, most suitable for storing and staking topsoil. o Suggested Trees to be planted-ask communit- To Represent in Cross Seetion o Proposed enhancement maternals locall- aivailable. * Contours if ank-/depth if any o Adjoining land use/Naitural elenscnts * Height of trees O Drainage channels/slope/charactcrsucs of the area * Any other exisung detadis at the road /proper- interface such as signage/rading/erC Guidelines for Enhancement * Details of immcdiate surrounding for at least Sm on either sides Borrow area selected for enhanicement shall be on governmen/coinmun-i land in the vicinit of settlement. Photographs to Include Anv enhancement desigin proposed should be workable, maintelsance free and preferabhh worked out in Overall View from access side consultation with the communitn A\nv other communin- resource in the vicinity If the borrowv area is to be developed ais a Fishpond rise site should be smudied for natUral available . All spots to be detailed such as access to borroxv pLt /cluster of exisutig trees etc catelment for storing water/existting rvater table depth/fish species that cats surv ie TThe borrowv area site should be itipected for erosion cotirrol requLlired Outputs The design should propose addirionat trees to provide shade for the proposed acuv-iw- and to contrrol . \Xorkng plan soil erosion . Cross Section The design should include slope protection measures for erosion conirrol This can be in form of * Longotudinal Section/Elevation of Site vegetable earth/ruble bunds to prevent erosion and formeilation of gullies The borrow area can be develolped as plavfied/fishpond/orchard/or simply as nearbv if a school is, if Details of al proposed Enhancements including signage etc. water is available, Lf the soi tNpe is sultable a community space Elements for enhancement can be . BoQ introduced accordingly Febrr,iany 2003 Tamill Nadul Road Sectot Project -\ppe,,,diccs to El--Aronme-ntal NfIniagemenr Plan TNRSP 04 APPENDIX 3.14 MAP OF IDENTIFIED QUARRY LOCATIONS - I,'I,i,I'l [artagemetir Plait ml PNRSP' (l4 Appendix 3.15 Modifications to MoRTH Clause 111, NMeastires for Safeguarding be included in the training shall be chosen by the Engineer The costs of providing personnel for the Environiiient en-iuonmcntal training are dcemed to be included in the rates gencralh." t'hc Contractor shall abide br rite cg,ulanon and other stipulations nade 1b rhsc MoEF and PCB at the uiic Sub-Clause 111.2 Borrow Pits for Embankment Construction. of according Environmental Cleit tcc of thc Project for impicmetiniig purpose Add the following iafter rile first sentcnce SuLb-Clause 111.1 General "Wiherc borrow material (incliding subgradc and s-b-base) is requircd to complete the Works, details sf the location and extractionr methods of thc borroNx sitebs sh:ll be sUtanutted b- the Contractor to the: Engine:er l)elete rhe seconid scnttcice of the firsr paragraph for hIs crnsent Tlht subirssion to clic Engiiecer shall include thc requLred rapprovals, icences, terms and Add the foll-lwing after the ir-st palragraph conditions for cxtracring the material from the rclcvant Statutory AUthorlries, aid landowners, responsiblc The Env-ronmrriental NManageructir Plan (Il-AM) has been prepared hI- tidepeiident Review Consultrant foir for the area in which the propobed borroxv area is to be located [he edges tf borrow sires sIal1 be io the t-Implo -tr to provide thc (tintracror xith measures to be takcis to manaIgc environmental matters closer than 3 metres from anm fence hine or boundary. Adequate clearance shall le pr-ovided For the during the Contract period LA chnhanccmcnt measures are gixve in the drawilIgs ulnder Appendix 4 1 of consuctiMon catch drains. Borrow sites shall have adequtatc drainage ouders unless the relevant lanidose-nee Et\lP Volume 11 The issuance itt the Environmental lManagement l'LIa does nor relieve chc Contractor of has agreed that the borrow\ area is to create a permanent tank or dam. the responsibihty- to cnsure total compliance wvirh current laws, ruLes and regulanons in force goserning polluuon and environmental prorection applicable to the State of Taird Nadu or where the Works arc Cut batter slopes shall nor bc steeper than 3 to I and shal be left by the Contractor in a udy and safe situated. This total comphance is, rcquired durng the construcuon phase for construcuon related acm-inucs condition to rltc satisfaction of the landowner and the Engineer The Contractor must carn- out the requiremenits of the ELM?P and as listed under Sub-Clause III 15. Wntten clearance from the landowner/village head shall be obtained before leIaving a site from which In all situations where dhe Contractor is tequired to obtain approval or a lcense, from Statutory Authorities borroxv matenal has been extracted. Copies of such clearances shall be prov-ided to the Engineer prior to or Landowvncrs independent of rthe Employer, for am- activitr associated with the Works to be executed issuance of the Taking-Over Certificate. under the contract, evidence of rhic approval or hcensc must be pro-ided to the Engineer for his consent poor to commencement of any operanon associated xvith the work which necessitated this approval or Site preparation for borrow areas shall be in accordance with Section 201. Clearuig and Grubbing, of this hcense. specification Topsoil is to be stripped and stockpded in accordance with Sub-Clause 301.3 2 Where it is required to replace the topsod as part of the reinstatement of borrow areas, the topsod xvil be replaced and All costs associated widt environmental protecuon dunng the construction phase (for construction related seeded in accordance with Sub-Clause 308.3. actnvites onhl) including obtaining the necessary approv-als and licenses, shall be deemed to be included in the -rates for items of work includlcd in the BllU of Quantiues The items mennoned in Ball No. I (b), which Borrow areas shall be topsoded and seeded immediateih after the area is no longer requared for borrowi m ha-e been covered in \IoRT&HI specifications or Section V-I of Bid document (Technucal Specifications) accordance with the requirements of the specification. willl nor be paid separately. Access roads and uracks to borrow areas shall be maintained during use and left in good condluon after The Contractor shall preser-e cxisting trees, plants, and other vegetaution that are to remain wlrhin or closing down the borrow areas. adjacent to the Works and shall take all precauuons necessan- to prevent damage or injury thereto. Any accidental clearance shall be replanted to the satisfaction of the Engineer and at the cost of the Contractor The guidelines for simtug & operation of borroxv areas are given in AppendLx 3.1 of EMP Volume IL. The redevelopment of borrow areas should be done as per guidelines given in Appendix 3.13 of ENIP V'olume On completion of the Works, all treas disturbed bv the Contractor's construction activities (such as areas of II. T'he cost of maintainng and reinstating/redevelopment of borrow areas in accordance wvith che compounds, macereal storage, access and haul roads) shall have been restored to their origmal condition, requirements of this Clause shall be deemed to be included in the rates for the borrow matenal" and agreed as having been restored liv the relevant property oswner or as may be acerprable to the Engier Restoration of an area shall include clearing excess material, scarifying the surface, topsoiling, seeding and Sub-Clause 111.3 Quarry Operations. plantng The cost of dhis work shall be deemed to be included in the tates gencrall- Add the following after rhe first paragraph The Contractor's on-site establisliment shall include a nominated environmental representative, available at "Whcre the Contractor intends to operate his own quarries, whether it be for obtaining naturally occurring any rime, who will be responsible for all environmental matters associated with the Works. The nomnated matereals or manufacturing product, it will be the responsibtih- of the contractor to obtain the necessary person shall ha-e a working knonvledge of National and State current laxvs, rules and regulauons us force approvals and licenses from the relevant Authorines and subsequenit operauons wll be in accordance with that relate to the protecuon of the environment with respect to the \Works ro be undertaken as part of this the requirements of these Authonues. Contract. The costs associated with setting-up and maintammg a quarrvmig operations is deemed to be included m che If requested by the Engineer, the Contractor shall on tnvo weeks nouce, nominate and make available site rates for the supply of matenal." staff of foreman level and aboNve for trainig in the envLronmental aspects of road consruicuon. The staff to Pebruan- 2003 N.tiisil N 1io, Ioid Stctot Plolect \ppcndw-s tio Ei-itoroinenral ˇlai,genae,nr pl.,n T`NRSli 04 Sub-Clause 111.5 Pollution from Hot Mix Plants and Batching Plants. Sub-Clause 111.14 Add the Following after the first pr:iagraph: Add nexss Sub-Clausc: "Stung and opcrauon of F-ot rMi\ 'iand Batching Plants shall be undcrtakcii in accordance with all current rules and regulations for protectioni of tre ens-irornent The Contractor xwll lie responsible for obtaining 'The Contuactor shall plan anid execute the xvork so as to imnuIuze the possibilit- of polluL0on Of areIs relcvant approval front the Atilhorities tesponsible for adnunistering the environmental rules and adoloilig the construction work sites or anyv area itilbzed bv the Contractor for the project, fromn regtions" contaminants such as petrolcuns products, trade saste, garbage and other noxioLis substances Impervi-ous bonds shall be construicted arounid all ftiel, ol an1d hquid matcrial stotage areas lat[ge enougb to contain at Sub-Clause 111.6 Substances Hazardous to Health. least 120o' of the total storage volume Adci the Followving aftcc the first paragraph Drainage of these bLinded arcas shall be provided sith lockable gate -alv-es The gate valves shall remain "The Luse of any- herbicide oi ither toxic chermcal shall be subject to the approval of rthe relesant closed and locked at all mimes except during the controlled removal of storm swater from the bonded area Aurhorines and irn stricdi in accoidance wvitl the manufacturer's instrucuons, Tf'he Engineer wvLi be gnven- at The valves shall be manined at all tumes when they are unlocked or open least six (6) working day s otioce of the proposed use of any herbi:ldc or toxic chmciucal. Sub-Clauise 111.15 A register of all hcrbicides and orther toxic cherrucals delivered to the site, shall bc kept and minamtaued up to date by the Contractor The rcgister shall include the tradc name, phy-sical proptirues aind chairactensucs, Add new Sub-Clause' chemucal mgredients, health and safety mformauon, safe handling and storage procedures, and emergencv and First aid procedures for the product." "The Contractor muIst carrn our the following as part of the Works The cost of carrying out these works must be contained in the rates submitted bv die Contractor in the bUils of quantiues. Sub-Clause 111.8 Sub-Clause 111.15.1 Flora and Fauna Management Add tde following after the first sentence' "At the dir-ecuon of the Engineer, the Contractor shall pro-ide for laying of dust palhaua-e on, or waterog Action during construction of, the works and of roads, and other areas immediately adjacent to the Works. The mateoals and methods Potential impact Action Timing used for dust control wvdl be subjcct to approval of the Engineer." Unnecessary clearance of Provide a clearing programme for Engineer's Prior to start of trees and vegetation approval The c esnaig programme xvil construction include Sub-Clause 111.11 Schedule of sctvirtes, Assignment of responsibfiiues, Delete and replace with the following Trasnoig of Contractor's personinel, 'Any seructural damage caused rut pubhc or pn'-ate propert- artributable to the Contractor's coosmaucon Field maps or sunes dravings at a scale of not less than 1 2000 deinean-og areas to be equipment or method of worklig, shall be made good swithout delay and to the acceptance of the affected cleated parer at no anyv extra cost. Idenrft and mark road construction For duration of boundaries on-site with the Engineer and construction activities Sub-Clause 111.12 advise construction wcorkers Delnemate Imits of access uacks, stockptles Pro.r to start of and horrosv pits, so as to 'ninimize ihe consteucron Delete and replace with the folloseing impacts on vegetation "Compliance svith the sub-clause 111.11 sIull not relive the Contracror of ant responsibLhty for complsIng Tsanspl:ain trees in cleared area wchere Prior to construction xvith the requLremiaents of any Public or Starutorv' Authority in respect to use of thicr prope[rt- or sen-ices. pr.icca- The costs of comphance with Clause lil shall be deemcd to be LncIlidcd in the ratcs for items included In .\rcidtntal clearance Review design for each road section and For duration of the Btil of Quanuues " constritcIton catmp . constrtuction activities Sub-Clause 111.13. Sliould excessiv e clearing inadvertentlS \V ithout delar eoccuir. replace topsoil, repliant stall appropiiare local species, undlertake ant- Add new Sub-Clause: other prictical reinstatement, anid fence to "The Contractor's attention Is draWn to the Discharge Standard promulgated under the Environment lmit tther icurSLon Protection Act, 1986, and the Contractor's responsiblittv to adhere to these Limits. All waste ansing from the project is to be disposed of in a manner which is acceptable to the State Polution Control Board and the Engineer." Februa- 2003 Tali Nadu Road Sector Project Appei-hclea to ECr-ironiimcnral AL lanagemeur Plau TNRSI' 04 Sub-Clause 111.15.2 Water resotirces, Drainage, Flood control and Sediment control Action during construction Potential impact Action Timing HaLiige ,1i tL ir1ii to emiankmeiits or orlier ireai of At all inmes Cal shll p--eed ls ivise sufficirist spreading mid ionipacrii-i pl.rrir ii opeiraing ii ihe plHce of depoiiioni Sub-Clause 111.15.3 Waste Management Action during construction Potential impact Action Timing Accidenrtal Clear up ais, actdcnital spillages of Polluranrt Iisisedilatel- oi Spillages occ-lreisce Eniure tire *cqspied dispersan ts and persons trarined in rhe At JIl iliors use of rie aicils ire -ailable oia site io cleaii up ri! accidental spil.lges Ensure that ihi waste, generated from tie clean rip of mnaedicatl, on spillages are diripored of in an approved swaN occurrence Cleats and mails im all silt traps Regularly (frequenti- during set seasona) Environmental All emplosees shill be obliged to maiiaain s clensi work site nuisanice and visual and an inspectiion made ar rhe enid of each wcork day to intrusion ensure that rie w-ork site is lefr tidv and ruibbish-free Sub-Clause 111.15.4 Air Quality Management Action During Construction Potential impact Action Timing Air Pollution Cleared vegetarion timber and other combustble wvaste matenal shaf lsuit be burned Dispose of wvasre materials other thasi by burniiag At all times Sub-Clause 111.15.5 Noise Control Action during construction Potential impact Action Timing Increised ablaient All swork ,ihll be carried our without unreasonrabic aoise Ar all times n1olse Ic-els aird disturblaice Increased aibrsicir Lrmir coirsti siction aisd equipmenat operiation iear Duration of inoise levels dweelhnig aid seinsitis-e areas sucs as schools aisd hospitils constiucrion to the liomi tiit the Contract specifies Refer ro Suib- Clause 45 2 if Section 5 Part II- Conditionis of Particular Febran- 2003 APPENDIX 4.1 NHANCEMENT DRAWINGS (SPECIFIC ENHANCEMENTS) CEMENT PLASrERING 2 t2m PROPIOSED PLATFORM FOR ORAUMA 7Eo~~~~~~~~~~~~~~~~~~~~~~~~~~~ PROPOSED PLATFORM UNDER THE TREE NEEM~ PEEPAL TREE r |1 3 57m ,-_wEA RAorr w m z wr~~~ . . . . . . .IE .EAN _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~oE PLN 1. u .~~~~~~~~~~~~~~~~~~~~36 --______________ - - _______ 157o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ G N E E N FENCING~~~~~~~EW IN Ki LAKKARAI RAMNATHPURAM Drawing No. 2002t73121/Env/04/39 ENHANCEMENT FOR VAZHAVANDAL MARIAMMAN TEMPLE TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED Package TNRSP-04 Kilakkarai to Eravadi 76, Sardar Patel Road, Guindy, Chennai 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ APPROVAL OF SUPERVISION CONSULTANT Chainage 9/8 Designed By, Drawn By: Checked By: Approved By Date: ii LEA Associates South Asia Pvt. Ltd. APPROVALIOF SUPERVISION CONSULTANT _ B-1/E-27, [Ind Floor, Mohan Cooperative Industnal Estate, . rTA a,. I a 1 Rnn A I mAAm h.oA|t o IAA Sra a n,AAI v,O00 M a t h ura R-tiahd IN Mw n TLa IJ h 141nhn4A | / < / ~7v / q /%'m /~-p <,< /-7 7~~~~~~~~~~~~~~~~~~~7 -~~~ I CONSOLIOATION OF SOIL L- r , n e -. -4 0 | | P A V IN G T Y P E 2 S T O N E I _ _ _ _ _ _ _ C lY PE,l s.r :.: L S e PAaA9G 1 STO N E AM T EE @ 3 M VC DrwnSEL IBNAHIM DA F 8.04m N l t 12m ~ -'(~~~-~ ~ ~ PRG~~POSED ~~COMP WALL TYPE 1_.- ERAVADI-- . ~ ~ ~ ~ ~ ~ o lo. Drawing No. 2G02/3121/Env/c4/40 ENHANCEMENT FOR VARUSAI IBRAHIM SAYED OLIYULLA TAMIL NADU ROAD SECTOR PROJECT *DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Kilakkarai to Eravadi 76, Sardar Patel Road, Guindy, Chennai 600 025. SPECIFIC CHANGES IF-ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage 7/8 Designed By' Drawn By: Checked By Approved By: Date: 9 LEA Associates South Asia Pvt. Ltd. B l IE-27 lInd Floor, Mohan Cooperative Industnal Estate, ELEVATION (Not to Scale) ERAVADI KILAKKARAI APPROACH ENHANCEMENT TO DARGAN D w ~1CwPROPOSED ENHANCEMENT O m Sm rD Drawing No. 2002173121/Env/o4/41 ENHANCEMENT FOR ERWADI DHARGA ENTRANCE TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP04 Kilakkarai to Eravadi 76, Sardar Patel Road, Guindy, Chennai 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage 4/6 Designed By: Drawn By: Chacked By Approved By: Date: LEA Associates South Asia Pvt. Ltd. B-1fE-27, llnd Floor, Mohan Cooperative lndustnal Estate, Scale 1:250 Abhimod Amnbusnivan 8hupesh Satish Kumar Decernber 2002 Mathura Road, New Delhi-1 10044 91-011-6973950-55 - - - - - -- -- -- - - - - -- - - - - - 6 - - - - - -- ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - -- - - -= - - - -= - - -= - - - 61 74 ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 6174 ……………~~~- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v CONSOLDATIONNOOFSOOL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12-- PALMNSTREE STONE d _ = _-_-_=---= -0------ =--------------=-------- _= - - - - - =-= -=_- -_-=_-_-_-_-_-_-=_ - =_ - - _ ____ CDPAVINOTYPED ASTONN E - - -_a - - E -==_-=-- FR S_ _ ALAYAM T N ROAD SETO P ROJEC _~~~~~ -= - - = = = = = = = _ _- -= - - _== - - - -A -f -C - COCONL MENCN DIMENSIONS ARE IN M UNLESS OTHERWISE STATED Pcae TRP0ErvdtoSylui76, Sardar Paetl Road, Gulndy, Channai 600 025, _~~~~~akg _ __R__S_-==-=_=0---____4 Eaad to SayONEud SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON Dt APPROVAL OF SUPERVISION CONSULTANTnage18/8 Dosigned BY: Drawn By: Checked By: Approved By: DaeJ LEA Associates South Asia Pvt. Lltd. APOA OF SU_19 _PERVISINGCONSULTANT I B~~~~~~~~~~~~~~~~~~~~~~-i1E-27, lmd Floor. Mohnan Cooperetwe Indus-,a Esae Scal 1:400 Abhimod I Ambushivan Bhupesh~ Sayish Kumar December 2002 Mathiura Road, New Delhi-1 1004.4 ____ ____ ____ ____ ____ ____ ___ ____ ____ ____ ____ ____ ____ ___ 9__ _ _ _ __ _ _ 1-011-6973950-55 FLOWER PLANTS I .m C/C GREEN SPACE DILAPITATEO STRUCTURE NEEM TREE PALM TREE 0 3I c/C SOI- L CONSOLIOATION - 1 | . .. . . . . . . . . . . . -- - - -~ ! : j---r i----.- .1 _ _ r~~~~~4m 03 17.7sm \ 24.r7.m 2; tm [ \ ~~~~~~~~ ~ ~~~~~1.ftt _ _ PMAVNGTYpE1 STONE PAVING TPE 2 STONE Sayalkudi Eravadi Drawing No. 200273121Env/0o4I43 ENHANCEMENT FOR AMMAN KOIL TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE-IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Eravadi to Sayalkudi 76, Sardar Patel Road, Guindy, Chennai 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON . Chainage 17/3 Designed By Drawn By: Checked By j Approved By: Date: i LEA Assodates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT ------- B 1/1E27, llnd Floor, Mohan CoCoperative Industtial Estate, | Scale 1:250 Abhimod Ambushrvan Bhupesh Satish Kumar Decamsber 2002 mathura Rtad. New Delhi-i 19004 91-011-6973950-55 GREEN SPACE GREEN FENCING _ PAVING TYPE 1 STONE COVER TO THE TUNNEL. aOEPLANTS§C1. CIC STEPS FOR THE POND WAY TO STATE HIGHWAY Sayalgudi Ervadi ° =mr l SN Drawing No. 2002173121/EnvlO4/44 ENHANCEMENT FOR SIVAGAMI SAMAETHA TAMIL NADU ROAD SECTOR PROJECT * DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 THIRUVANANDEESWARAR Ervadi to Sayalgudi 76, SardarPatel Road, Guindy, Chennal 600025. * SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVIS ION CONS ULTANT Chainage 22/0 - Designed By Drawn By: Checked By: Approved By Date: LEA Associates South Asia Pvt. Ltd. B-1/E-27, l[nd Floor, Mohan Cooperative Inrdustrial Estate, Scale 1:200 Abhimod Ambushivan Bhupesh Satsh Kuaner December 2002 Mathura Road, New Delhi-l10044 91-011-6973950-56 - - - - - - - - - - : - - - - - - - - - - - - - = -- =_ - - =_ -- - - - - I ' - - |r-- -- - - - -- __ - - - _-=_-_-= -- - - - - - - - - - - -_, - SOIL CONSOLIDATION - - - - - - - - - - - - - - - - - - --9i - - - - - - - - - - - - - - - -- - o- - - - I I I -= =3 STEPS FOR iE POiND_ - - - -= - =_=PALMiTPEE C4 Mc; Z ERAVADI| = - ~~~~~~~~~~SAYALKUDI N~~~~~~~~~~~~~~~ Drawing No. 2002/73121/Env/04/45 ENHANCEMENT FOR PANDIAN OORANI TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Eravadi to Sayalkudi 76, Sardar Patel Road, Guindy, Chennai 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON . _ _ . Chainage 22/0 Designed By Drawn By: Checked By: Approved By: Date. ! LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT B-11F-27, Ilnd Floor, Mohan Cooperatve Industnal Estate, Scale 1:800 Abhimod Ambushivan Bhupesh Satsh Kumar December 2002 Mathura Road, New Delhi-i 10044 91-011-6973950-55 TAMRIND TREE ~~~~~~~STONEI PAVING TYPE 1 -'.9 ;. - . -I-m | PROPOSED TAMRIND TREE 10 M C/C NEEM * PEEPAL TREE T'~~~~~~~~~~~~~~~~~~~~~~M~ -LIE,- STONE j / 7.6n,~~~~ 1 > 7.sm t j~~~~~~~TH AVING TYPE 2 .c. 5 8.75 | f 4 , ' .--- > __ OWERING PLANTS VEMBAR SAYALKUDI _____ O____. ~...~ ~ Sm i eo. N Drawing No. 2502173121/Env/04148 ENHANCEMENT FOR ISAKKIAMMAN KOIL TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Sayalkudi to Vembar 76, Sardar Patel Road. Guindy, Chennal 600 025. SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ _ APPROVAL OF SUPERVISION CONSULTANT Chainage 6/9 _,9esigned By: Dnawn By: Checaed By: Approved 8y: Date: - LEA Associates South Asia Pvt. Ltd. B-11E-27. llnd Floor, Mohan Cooperative Industnal Estate, Scale 1:150 Abhimord Ambushvan Bhupesh Satish Kumar December 2002 Mathua Rad, New Delhi-1 10044 91-011-6973950-55 / ~ ~ ~ ~~~~~~~~~ 2 2 E 21 W SPACE FOR PARKING RARBER WIRE FENCING KULATTUR VEMBAR -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ --m lom10 ~~~~~~~~~~~~~~= _ (X) N Drawing No. 2002173121/Env/04/49 ENHANCEMENT FOR SAPPA MANADAPAM TAMIL NADU ROAD SECTOR PROJECT 'DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Vembar to Kulattur 76. Sardar Patel Road, Guindy, Chennal 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON . SPECIFIC O CHANGES VISIANY. TONBE LMADE ON LY ON -Chainage 97 5esigned BF Drawn By: Checked By: Approved By: Date: OM LEA Associates South Asia Pvt. Ltd. APPROVAL OFSPEVSON-1/E-27, llnd Floor, Mohan Cooperative Industnal Estate, Scale 1:200 Abhim6d Ambushivan Bhupesh Satish Kumar December 2002 Mathura Road, New Delhi-I 10044 1 _________91-011-6973950-55 STONE PAVING TYPE 2 FLOWERING PLANTS TGREEN SPACC tD PROPOSED COMPOU D WALL PARKING SPACE AijW nA' XJ~~~~~~*~ U ii ii\ PALM TREE I- S.. W Y~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0 . 1 TAMiRELE TREE B Dm0/mCC / -1? (_ ~ , S m S m roem Drawing No. 2002173121/Env/04/50 ENHANCEMENT FOR MUNEESWARAR KOIL TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package TNRSP-04 Vembar to Kulattur 76, Sindar Patel Road, Guindy, Chennal 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage 36/2 r Designed By: Drawn By Checked By: Approved By Date: II LEA Associates South Asia Pvt. Ltd. B-1aE-27, ld Floor, Mohan Copoperative Industnal Estate. Scale 1 :400 Abhimod ArnbushIvan Bhupesh Setlesh Kumer December 2002 Methura Reed, New Delhi-i 10044 6IO1665-S55 PAVING TYPE ISTONE i ___ - PAVING TYPE 2 STONE / ID I EXISTING TREE v~~~~~~~~~~~~~~~~~~~~ IV | L n~~~~~~~~~~~~AM TREE a 3 C s TUTICORIN KULATTUR 0 5w IOn,~~~~~~0 Drawing No. 2002113121/Env/04/51 ENHANCEMENT FOR ARULMIGU ISAKKIAMMAN TEMPLE TAMIL NADU ROAD SECTOR PROJECT 'MUNLESS OTHERWISE STAT0 Kulattur to TuticonDn 76, Sardar Patel Road, Guindy, Chennai 600 025. DIMENSIONS ARE IN ~~~~Package TNRSP-04KuatroTtirn SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ APPROVAL OF SUPERVISION CONSULTANT Chainage 2 esigned By Drawn By, Checked By: Approved By: Date: - LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT B-1/E-27, lind Floor, Mohan Coopemtrve Industnal Estate,B-1E-2, Sd Foor Mohn Copeatie Idusria Esate Scale 1:300 Abhimod Ambushivan Bhupesh Satish Kumar December 2002 MEthura Road, New DeIhi-1 10044 ________________ _____________________ 91-011-6973950-55 2 5w 2 3.2n, i(j_______ _ ___ r~ ____, _E _i coI 2 _56 9.7 ,,, COMPOUND WALL FOR St.MICHAELS CHURCH 32m (Not To Scale) PROPOSED COMPOUND WALL 'i/ Kulattur Tuticorin Drawing No. 2002973121/Env/04/52 ENHANCEMENT FOR St. MICHAEL'S CHURCH APPROACH TAMIL NADU ROAD SECTOR PROJECT Package TNRSP-04 Kulattur to Tuticorin 76, Sardar Patel Road. Guindy, Chennai 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Cheinage 9/2 Designed ay: Drawn By: Checked Byr: Approved By: Date: LEA Associates South Asia Pvt. Ltd. A OB-1/E-27. lOd Floor, Mohan Cooperative Industrial Estate, Scale 1:200 Abhimod Ambushivan Bhupesh Sabsh Kumar December 2002 Mathura Road. New Delhi- 110044 _____________________________________________________________ ________________ _____________________ 91.0 111011-6973950-5 0O 75~ 6224 544~ 120.W. io 7 1 -i~~~~~~~~~~~~~~~~~L ' TUTICORIN KULATrUR , P _ = , q . . - _ _ _ i ~ ~ Drwn No 20021- .21Env10/-3' ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~10 Drawing_ No. _002312_En_5 ENHANCEMENT FOR PUNITHA ANTHONIAR THIRUTHALAM TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Pakg NS-4Kltu oTtcrn76, Sardar Patel Road. Guindy, Chennai 600 025. 'SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ APPROVAL OF SUPERISION CONSULTANTChainage 9/0 ~ -Designed By: Draw By: Checked By: Approved By: Date: O ,LEA Associates South Asia Pvt. Ltd. B-1IE-27, lid Floor, Mohan Cooperatve Industrial Estate. Scale 1:250 Abhimod Ambashivan Bhupesh Satsh Kumar DecemberS2002 Metha Road. New Dethl-110044 ____ ____ ___ ____ ___ ____ ____ ___ ____ ___ ____ ____ ___ _ __ ___ ____ ___ __ _ _ _ _ _ __ _ _ _9 - 11-6973950-55 APPENDIX 4.1 EN .GANCEMENT DRAWINGS (GENERIC ENHANCEMENTS) !~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~P0OS STO SEN BLOCK 8 1 b ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~R P S M FLOWER PLANTS -4~~~~~~~~~~~~~~~~~~~~~~~~~~~- TAMFRIND TRtEE 'Y1Y4 3- PROPOSED PEEPAL TRtEE 6 @ T A W ER o I N O T P E \PROPOSED FLOWERNG PLAMM STONF \\lREEN FENCNG~PRPaSE PAJG TP~ I km FLO-URNJM PUNTS STONE FENa4NQ 0 &n 1C m * THf DIMsEUASWLBE ECIUAL TO dR GR6X1ER Drawing No 0t320n GENERIC DESIGN FOR ENHIANCEMENT TAMIL NADU ROAD SECTOR PROJECT THAD ltE OIMENSIONS OF THE ORtMINAL PREUISES.e OF TEMPLE RELOCATION 7e. SwPd,_c Wo * THE DIMENSIONS X. Y &Z WILL BE EOUAL TO OR- PacICage _ GREATER THAN THE DIMENMSO OF THE ORIGINAL STRUCTURE. Chalnegl Dt Omn¶wfl. OwdBy: a Aib:d By: MM LEA Assosate South Asda Pvt Ltd. _ O1h~~~~~~aIE-7. [Ind Fbw, M Cepat Irdus&WE ALL CHANGES ALL BE DOME WITH PRIOR APPROVAL , SaUsl2 od , N-0tI 1004 OF SUPERVIION CONSULTANT. kuiNsn U91i- 0ba250 UA,zaR5d. -55eI110 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. -_____________ Package _ 7b, Sanlar Peatl Road, Guindy. Chennai bO0 025. *THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR__ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GRETERUCTHAUH ESOSO H ORIGNA Chainage _ - 9esignrd By: IDrawsn By2 Cherked ByApDe rData: LEA Assocdates South Asia Pvt. Ltd. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- - - I- - - B-1/E-27, lld F-loor. Mohan CoopenatUva IndSuaftat E state, OLF SUANESVI WION BECONESWIThARIRATROA Scale 1:500 AbhIIlodS Ambushivan Bhu,oesh SaUlsh Kumar Drxember2002 Mathura Roadl, New Delhi-110044 OF SUPERVISION CONSULTANT. __________ _____________ 91-011.69739S0-SS 0NvinlSNO3 NOISIAUfdnS 30 "M 0 H14150 maN'pQo8 elnt 200zquIZ J8UJslun4SPB L SU 4sedn4a u snqwv Po(u4qv 009: DS WTVAOddV UOIUd H1IM 3NOa 3g llIM S3NVHHO TlV. 'emuS3 isi4snpui eAIwedoo utovoL d oo ui pulz-3a -I *Pfl 'Ad W !sV t4.OS sglg!OOSSV V31 : e g pacuddv :As pe)qoe3 Aa3 Umejo :Ag peuBisea- - e5eu!e4j 3o H l o SN0ISNz3dIa 3H1 NV ni ionEs uo 01 -ivnl3 3S fi-M Z 'P A 'X SNOISN3NiO 3Hi.. 59z3 oog leuueL40 'ApulnS V 1 le;ud -PJBS'9L ' *S3SIW3Ud 1VNI91IUO 3H1 do SNOISN3vIa 3H1 NVH1 I3rOld SIO13S avod nlivNN llVlV. ONOd ONV 31dW3i 4O iN3JO3NVHN3 dOJ NOIS30 OIW3N30 SUFO/AUa/LC/ZOOZ OUN BU!MBJO U31V3US mO O1 FlvnO3 3d llIM g 7 V SNOISN3VJIO 3HL. 5 ^ Wo wWQ 0 uA wk X~~~~~~~~~ -- - C ---- .~~~~~~~~~~~~~~~ -============-= -== -== =. - W~~~~~~~~~~~~~ - - - - -- -- - - - -I I:IIIsIIIIIsIIIiII ~~ -, 4 = - -= - =- - ====== -- - - -=- - - - - - - - -= _ - -= = === -= -o -6 - --------- - - - -= - - (11-~~ ~ ~ Ilwe ou" ==-- -== --- - -=-- - ====--= - -_--_-_-_= -- - ==- -=_ --====- Iuulo!pe) 3dkJ.- s=--=----=ld--======eseq---------------=lo BuLYed =EluGwl BuUGM01:1 IOOLPS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- 4BIR -*OD uo",P"Osu;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __I ._. ._._._. ._._.…. ......~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ (IIeMeIdwa~~~- - - - - - - - - - - - - - - - - - - - - - mdI uid e~a Oujulolpe) ~~~~- - - - - - - - - - - - - 0--UU- - - - - - - - - - - - - - WA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ii F-I 0 o ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0 110 Y N V/U S - - - - - - - - - - - - - - - - - - - - - tu X~~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~C …O N0-- - -d - - - - - - - - - - - - …-- - - - - - -x 1: - - - - - - - - - - - - - - - - - - - - - - - - --. - - - - - - - - - - - - - - ( ~ ~ ~ ~ - - - - - - - - - - - - - - --u - - - - - - - - 4~ ~ ~ ~~.......... ...........flOOO ................................ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~C, . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -z --J-4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0 PROPOSED DECORATiVE GRILL WORK FLOWERING PLANTS SOIL CONSOUDATION \> > ~~~~~~~~~~~~~~~~~~~~NG TP.2 0 Sm 10m THE DIMENSIONSA& BWILL BEEQUALTOORGREATER Drawing No. 2002z7312tlEInvIiz27 GENERIC DESIGN FOR ENHANCEMENT OF SACRED GROVE TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. 76_____ SanarPael____ulny_hena_60_25 * THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR Package _ GREATER THAN THE DIMENSIONS OF THE ORIGINAL STRUCTURE. Chainage - .-Designed By: Drawn By. Cherked By: Apprnved By Date: LEA Associates South Asia PVL Ltd. B-1VE-27, llnd Floor, Mahan Cooperatlve Induatial Estate. *'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Mathura R_oad, Now DelhI-110044 OF SUPERVISION CONSULTANT. Scale 1:100 Abhilmod Ambushhvan Bhupalsh Sati h Kumar December 2002 91-011-6973950-55 TEMPLETCOMPLEX S F T * THE DIMENSIONS XA & Z WILL BE EQUAL TO OR GRAE rwn o 20132/n/12 GEEICDSG FO ENA EM TOFAILAURADETRPOJ T STRUCTURE. Ch~~~~~~ainage -feindB: IDan~ GREATER THAN THE DIMENSIONS OF THE ORIGINAL Ching - DsneBy aw checked Br ApprovedJ By Date: B1E2,llnd LEA Associate South Asia Pvt. Ltd. *ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:200 Abhimod Arnbestriven Bhupesh SelleiKuimar DecJember2002 Methure Road, New DeIlh9110044 OF SUPERVISION CONSULTANT. ______ _1.14790 - - - - - - - - - - - - - - - - - - - - FI.OWERPLAMrS@ in, C/C ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - - - - - - - - - - - - - - _ _ _ _ _ D - - - S O - _-- - - - - - - - -_ -== ---- ---=---_-=====- -= - -_ - - - -TN - - - - - - _ rxs7~~~~~~~~~~~~~~~~~~~~~~POOE cOMPOUNDs _AU FO P ._.-~~~~~~~~~~~~~~ - -: - -a /- -_ -' - - -1 \~~~~~~~~~~~ ~TN -- - - - - Cl - - _- ______ -___-_-=-=_-_-=--- 64~~~~~~ ~ ~ ~~~~~~~~~~~ - - - - -2 - - =_ _== -= =_ =_ _ - = = - - - - -_ EXISTING ROAD EXISTING ROAD~~~STON FLOWER PLANT F *, -, - - - - - 4. - - - - - - - - - - - n - - - - TH I ENIN X WL E Q A T R _ __ _ __......._ __ _ _ __ _ _ __ _ _ _ __ _ _ __ _ _ __ _ _ _ __ _ _ __ _ ___ ______________________ _ _ _ _ _ _ _ _ _ S . e . . - _ - - - _- - -__B-a-B-e - B A- - Date - X,'~~~-', ' ___------- =--- _--- _--------=_--- W~~~~~~~~ - - /- - '- ; - - 7- - - - J - .' - - - - +_ _ . ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~B1E2, _d Floor.' , M.ia C.prv ,nube Estat. EXISTING ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~-ONOIDTO OFA SOITIN -ROAD -- A' CHANGIENSWILLSA BE DONLE WITHL PRIOR AGROVALE ScalengNo 201:31 1v0203 ,blD GENERICvn Bhps esrDcmbr02 Mtur od e DEINFRNHCMNTOTAILNDUODSECTORIPROJECT OFA SUPERVIMESIO ONSULFTANE ORIGINAL73950-65 - - - - - - - - - - - - Package ~ ~ ~ ~ ~ ~ ~ --- ---- *~~~~~~~~~~~~~~~~~~~~ -H DIESIN X, - - - WIL BE -QA TO OR - GREATER~~~~~~~~~~~~~~~~~~~ THA -H DlESIN OF -H ORGIA -I STRUCTURE.~~~~~~~~~~~~~~~~~~ C h i n g - - _ _ C i g e B y - m N R y - h r e - y - - ^e ByDt:LAAsaeSuhAi -v.Ld _~~~~~ - -'/-7 lln Flor -oa -cDrav -rds a - - - - - * AL HANESWIL B DNEWIT PIO APROAL Scae :30 Ahiod AmDshan huDs | a¢h uma Dl>mDe 202Matun Rad ewDehS1 o,4 OF~~~~~~~~~~~~~~~~~~~~~~~ zUERi.O PROPOSEDN ic,' P11-57RS4 EXISTING PALM TREE ms ~ Pakg < TEPL AND STOPOVER *~~~~~~ W TH DIMESION TYP Y &\/IL EEUA OO @ 1t1 ~E | // ? ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I3 Qs~~~~~~~~~PVN TYP 2 GETRTATHD OT OGR CING (0, G.F-N PROPOSED CAR PARKINGi n PAVING m~~TYE 1 SRU . C e Ae I * AlTHANGIENSWILLS BE DONE WITH PREQALTOOR APROVALE Scalen 1N5o.lo Arule hueh Sta mr Dome 2002t711EvBGEEI EINFREHNEETO TMBI NADU ROAD, N ECTO DPROJECT OFRSUPERVISION CO DMNSULT NT. OF____THE___ORIGINAL___________ STRCTRE ChingeDesgnd F Daw B Ceckd y:| ApmedBy at: LA Asoiaes ouh siaPv. td * ALTHEDMNGSWIONSABEOEWIEQATH RRAE DrwnNPR0I711Ev/44 EERCDSG OR ENHANCEMEL Scal TAI 5Nbisd AbsNn Bueh | aihKmf eebr20 athur Road, NsECO PROJECT04 'TH DIMENVSIONSXY Z WINSLLA BE EQA TO OR939Ni GREATER THNTEDMNIN.F H RGNLDre /' X1 m ' PAVINGTYPEI STONE I /ISTING ROAD EXIIUNG rYPE 1 / i q r m I_ r / ~~~~~~~~~~~~ ~ ~ ~~~PAVING TYPE 2 |Y2m I . THA/ TEIEING AREDFENSING EEICDSG F EXISTING ROAD ....................... EXISTING RtlAD 'THE DIMENSIONS X_ Y & Z WILL BE EQUAL TO OR GREATER THAN THE DIMENSIONS OF THE ORIGINAL. S TRUCTURE. Chainage _ - DesIgned By: Dramn By. Checked By: Appmved By Date: LEA Associates South Asia Pvt. Ltd. B-1IE-27. lind Floor, Mohan CooperatIve Industrial Estate, 'ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:200 Abhlmod Ambushivan Bhupesh Satish Kumar December 2002 Mathura Road, New Delh- 10044 OF SUPERVISION CONSULTANT. 914011-69739505 5 > , , z E~~~~~~~SPC FOR PARKING m gC ~~~~~~~~~~~~~~~ARIND TREES lO10 CiC OmN SmN 10m , X~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ *THE DIMENSIONS A& BWILL BE EQUALTO ORGREATER Drawing No. 2002113121/BnvI04I7 'GENERIC DESIGN FOR ENHANCEMENT OF TAMIL NADU ROAD SECTOR PROJECT THAN THE DIMENSIONS OF THE ORIGINAL PREMISES. ROAD REALIGNMENT 76, SardarPatol Rroad. Gulndy, Chennal 600025. Package- * THE DIMENSIONS X, Y & Z WILL BE EQUAL TO OR__ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STRUCTURTHNHE. DMNIN FTEOIIA Chainage - >DesIgned By: Drawn By Chercked Byr Appravad By Date: D9LEA Assocdates South Asia Pvt. Ltd. B-1/IE-27, llnd Fbw,. Mohain Cooperative Induarmsia Estate. *ALL CHANGES WILL BE DONE WITH PRIOR APPROVAL Scale 1:400 Abhimrod Agrnbushivan Bhupashi Sausah Kumar Deceamber2002 MatlhUra Road, New DrelhI110044 OF SUPERVISION CONSULTANT.,10107905 STEELVWIE 483m 4,83m r gin DM, 3m E ~~~~~~~~~~~~~~STONE POST POND COMPOUND WAILL FO TEMPLE GL E| | | o I IE| (NOITO EMile) DL 0 ONAIN 01 0 ~~~~~~~~~~~SAND FILLING CH N FENCING 4|75m 4.75m .~~~~~~~~~~~~~~~~~~~~0 crnnnonn, 14.4Cm POND COMPOUND WALL FOR MOSQUE MOSQUE COMPOUND WAIL dToSuI.( Om To S.W.) Dna _______________________ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0.65 0.35 MONW ELEVATiON SiDE ELEVATION BARBED WRE FENCING CROSSSECnON ELEVATION PLAN NAME SOARD Drawing No. 2002Z73121IEny/01/54 DETAILS FOR GENERIC DRAWINGS TAMIL NADU ROAD SECTOR PROJECT DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. Package (COMPOUND WALL) 76. Sardar Patel Road, Guindy, Chennal 600 025. * SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SUPERVISION CONSULTANT Chainage _ Desoined By: Drawn By Chocked By. Appmved BF Date:P LEA Associates South Asia Pvt. Ltd. B-1/E-27. llnd Floor, Mohan Coopsava Industrial Estate, Scale (Not To Scale) Abhemod AmbushivBn hupeBsh Satish Kumar December2002 Mathura Road. New DelhPi110044 I I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~91-Cl11-6973950-65 1] i lF iF LATERITE PAVING (Type 1) BRICK PAVING (Type 1) BRICSTONE PAVING (Type 1) STONE PAVING (Type 1) 'I: '::: :r'i:::::........................................ ....................... .... .. ...................... . . Drawing No. 20021731211EnvlO1/55 'GENERIC DESIGN FOR DETAILS OF PAVING TAMIL NADU ROAD SECTOR PROJECT *DIMENSIONS ARE IN M UNLESS OTHERWISE STATED. .76, S&ndar PtaSl Road, Guindy. Chennal 60iO 025. Package- *SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON Chainage - Designed By: Drawn By: Ctrecisid B y Appzed By: Date: LEA Associates South Asia Pvt. Ltd. APPROVAL OF SUPERVISION CONSULTANT BIE2,hdFor o~nCoeaieIdsra sae Scale 1:150 Abtshmod lmtwhhen Bhupesh Satirsh Kuniar Decemnher 2002 Mathuna Road, New DeltS1l10044 ........................ ...............~~~~~~~~~~~~~~~~~~~1-11697 95 -5 APPENDIX 4.1 ENHANCEMENT DRAWING (MITIGATION MEASURES) R.C.C. (M20) FINISHED WITH SMM THICK M.S. LEA 100 FLOATING COAT OF NEAT EMENT RC50 675 t SLURY SLOPE 1:40 DRAIN R.C.C. (M20) pr * *. : 1 _ _ INLET PIPE 1OOMM " nj;vvvvevvvI ~ 0BAFFLE WALL 250 MM THICK BRI RAMMED BRICK BAT ~ WALL IN FIRST CLASS BRICKS IN 1-4 CEMENT MORTOR o 75 300 ~~~~~75MM THICK R C C. (M20) BED RAMMED EARTH 5 SECTION A-A AS PER REQUIREMENT S CI N-- SLOPE 1:40 .- 1575 z DRAIN WITH A SLOPE OF 1:40- SCAL X ~~~~~~~~~~~~~~~FOOTING 0 IC~~LPE14085 SLOPE 1:40 ~~~~~BRICK WALL/50S,'20 o 500MM 100MM 0 PIP 1_ rA M.5- LID BAFFLE WALL, 1 LAT: D OIL INTERCEPTOI ROAD SIDE DrrCHr 1375 KEY PLAN PLAN OF OIL INTERCEPTOR SCALE 500MM 200MM 0MM 500MM 10o0MM I I ~~~~~~~~~~~~~~Note: At locations with significant inflow spacing of 100mm will be provided b/w inlet and first baffle well. At other locations, 50mm space will be maintained. NOTES: Drawing No. 2002/73121/Env/01/56 OIL AND GREASE INTERCEPTOR TAMIL NADU ROAD SECTOR PROJECT 1) FOLLOW WRI-TTEN DIMENSIONS ONLY Pcae76, Sardar Paetl Road, Guindy, Chennal 600 025. 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package _ 3) SITE SPECIFIC CHANGES IF ANY, Chainage - -Oeagned By: Drawn By Checked 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 Indutrlial Estate, Mathurm Road, New Dethi-1 10044 Scale 1:20 Abhilmod Amibushlyan Bhupeshr Satish Kumar December2002 91-01146973950-55 1000 DIA. COVER 2100 FOR INSPECTION 50 R.C.C. SLAB M-20 BRICK BAFFLE WALL- - 225 BRICK SLAB 225 x 300 -10 CC SLBM1 PVC PIPE 2000 LONG 0 o -VERTICAL DRAIN WELL o < | AGGREGATE o l - GEOSYTHETIC FILTER FABRIC 00 I _(2000 BELOW THE BOTTOM OF THE CATCH PIT) CROSS SECTION A-A VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS VLF 1500 0 0 BAFFLE WALL PLAN VERTICAL DRAIN WELL FOR DRAINAGE OF SURFACE RUNOFF IN URBAN AREAS NOTES: Drawing No. 2002U73121/Env/01/58 RECHARGING PIT FOR URBAN DRAIN TAMIL NADU ROAD SECTOR PROJECT I) FOLLOW WRITTEN DIMENSIONS ONLY 1) FOLLOW WRITTEN DIMENSIONS ONLY 76 Sandar Patal Road, Gulndy, Chennai 600 025.~~~~~76,Sarar ete Rod, uiny, lrenal600025 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED Package _ 3) SITE SPECIFIC CHANGES IF ANY, Chainage - -Designed By: Drawn By' Checked By., Approved By: Date: i LEA Associates South Asia Pvt. Ltd. TO BE MADE ONLY ON APPROVAL OF THE ENGINEER . B-1/E-27, llnd Floor, Mohan Cooperative Industrbl Estate, MaSthura Road, New DelhA- 10044 Scale 1:10 Abhlrirod Amobushivan Bhupeshi Satish Kum~ar December 2002 91-011-6973950-655 CRECHE SKILLED CLINIC WORKERS LADY INSPECT DR'. STORE 3M. WIDE BRICK PAVING IN PA1:6 FEMALE CHAIN LINK CEMENT WORKERS FENCING PARKING LADIES CONSTRUCTION PLANTS TOILET VEHICLE WASHING DWASHING OFFICE FAMILIES AREA 0 o ONE BRICK THICK 3M. HIGH BRICK WALL TO GENTS PARKING W SEPERET THE SPACES TOILET g 0 MALE WORKERS f7WASHING UAREA ENTRY NOTES: Drawing No. 2002/73121/Env/01/59 LAYOUT FOR CONSTRUCTION CAMP TAMIL NADU ROAD SECTOR PROJECT 76. Sardar Patel Road. Guindy, Chennai 600 025. 1) SITE SPECIFIC CHANGES IF ANY, Package _ TO BE MADE ONLY ON APPROVAL OF THE ENGINEER L A | I P Ltd. Chainage | - |sgned By: Drawn By., Checked By: Approved By. Date: B-1/-27 llnd Fbor Moha Coe uth AInstia PvaLtd. Mathura Road, New DeIhI-110044 Scale - Abhtrnod |AmbushNvan Bhupesh Satish Kumar December 2002 9141-0973960-55 Taint] Ne,do Rotsd Seeros Proicci Appendices to Ett-icorssneatirs .lanageseoi Plan, 'NROlP 04 Appendix 4.2: BoQs and Specifications of Enhancement and Mitigation Measures Ie oIetUn tatt lii limes cement plai-c 14 (I c-n-n 4 Fli-- od)i,,the-sde-it b-ck alk F-osh,d Sq, N[ 11 3' 4.2.1 Bill of Quiantities-h-,n--kS\1 57 Table 4.2.1: Bill of Quantities for Specific Enhancement (SE) of Cultural Properwy, TNRSP 04 1 2 P--ceg .u ..iiitieii h e,ppror -it-cie ce1e P-ie Sq \l 5 76 SE 55 Temples, Km 17/3. Ercadsto Sa-akod' (floe No 2002/735_2t/E-s/04/43( [sect No Item I Uett ] I I -oriha irk liicsisia,e ] Cs NI 3041~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I 'q""~C. 5 4 SE 01- T-eplst, Km 9/S,1~.k--tlaats Er-di Iflvg No, 2002/73121/Esi/04/39(2)ne~lp2 eks l54 l-i,iee- kp,If NIM ole -h grOi, -nk tooeVcto bi P'i-en'citbhe---etomdcpt4i3'st,C--mcesNlo-t.iel Sq NI 435,) 1 bsnle bde ceiNcNli 4 15 sie--oct pbnte 14 (I ce-n 4 F --ccod) in h- iSc ofbeck cd1 fikhe~bd dq NI 12 9 Ii I'see gnedsao iir eeig costof est-eicet Sq NI 12 711 5 [-tei tleqsblm no ceickenbheriec.oo.. Sq NI t1727I 7 Ple-en,,lne.....g PI.ti ItM NI6I (1 I'ieec os u apeed --ltrnceeipoet T eq NI II 72 SF 00 Peed, K.m 22/0, E-eds to Saralkodi, (Dog No 2002/73L21tEoe/04/44)12EX 7 P1-1111,9 fi-11 -19 Pk-11 R NI 15 ~~~~~~~~~~~~~~~~3 Fnneg9cpe1-q Nh7-7k SF 02 - sfosq-s and Peed, Km 7/0, KiAhk.ot so E-ads (flo,g No. 2002/73t2I/E-e/54140) I27 I Se-the , -e-hicndo-e s1-g ib e~ dg- cod -,m,sg ehn sidet.-- t hts b Ca.N 38 59 lite0te amN 20 edges end da~p-is o se-plotceatdit -1 -dote lead of 5G SE 07 Pond & Temple, Km 22/0, Eseds so Svscakuds, (Dog No. 2002/7312I/En-/04/451 2 Ileoc-g -Type I Sq 51 24 00 I Eiathi-ek eee-odao- alog doe idges -d tocrig the sidri se encedace the F NI 26000 edges ed da~po-l o -aplet ene-a-d -1t n-t ,,alid of 50 i 3 Pleo...eg - Trep 2 Sq NI 30 00 2___-__-_T__ ___I____M_62_16 4 C-mp-ad coil ip so height if 60'" todsiRFNI 24 00 3 Floatig - Typo 2 5451, 79 00 3 Pl.ncco0trie- Shodtog -aeet-Tam-cd Nit 4 Pls-oe Onicr-g plati R NIM 9 00 0 Platge se-PsIm N. 5 Pls-eg ginned cvtSq l 13 00 7 ~~~~~ Plioti F NI 979 6 Get-ce feet-icg 30" high Rid 1920~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ IG-F- g '0' ghR_NI192 8 Plsicig Gised Cocci Sq. NI 1000 SE 58 Temple, K-n6/9, Sovyllktd, to V-nb-r ('Dg No. 2002/73121/E-e/04/48) SF 03 - Doegah, Km 4/6, Kilakha..t to KE-di (D-ig. No. 2002/73121/Ets/04/41) 17 _` vp qN 20 I E.,t,- ... C~~~~~~~~~~~~~~~ NI 0 76 2~~~~~~~~~ ileeceg - Type I Sq M 7500 2 Pue oFoeedseoc nod bea-rn nt-i do tintiad i eqated to lae- eat es-tadig C, NI 5 12 3 PlaI.t met3SaigvieeTeaid 2Sem sedpthi ic-otig -seg, pec,eg, mose-g-id --tsodat,,g -Nc- 3g -Y- d 3 Fdh.g ., -d b-- -h -t-d -I .~~~~~~ -j.-d ~~ 1.~~ - .., C~~ NI 0 28Itleting-meet-Palm Ne3 2eete 0 em tedpth -eldig--oeotg, pokig, -esg and tee-lis-g 5 Pis-te One, -tg Plan R. NI 6 00 4 Prviding and lacing e-teo e--tes 1 4 8 ( te f,edeene and OnIon Ilc-gi Cs NI 0 08 0 PIni,,g gioctid cove -Sq NI 0808 5 Fe-feicd Ce--rt C--etete-ck~ I I V 3 Ce NIi 0353 SF 09. ~-.enalopel Site, K.i 97/0, Vembe to Koletci (Dog No 21002/73121/Eei-/04/49( 6 15m e- -tnplinti 14 (I eem-o 4 leeia-d(ote ie of beckk o -h,,ehd Sq 5%1 9 31 1 plpplig and hat-bed se -f-eg (S ley-es -ttO os--md- pos ts std-sse- of IR- N 30000 it sh Seating net of ems e-meel 2,,,___ f e pse e height nfl 5m SEnse" neeh- g ettb - . lime e kcm net h ed 3 at m t o nSq N I 9 31 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 Peein-g 7 tet sotbeppt-eed yserhee, -6me pant Sq N%I 9 931 SE1 T p,K.3/2,V b, .- _g_N,202712__/0/0 8 Fibbed to isee le et,t-t, enteld be-dieg. bieding and plneig its ptee Kg 49060 1 FIn-n -Tp,2Sq NI 108351 S Ca-p-ad -el tp in ht-igbt ef S'' t d-sge RI j li Cu,h .k. -- b,3 SF 04 Temple sod Pood, Km 16/8, FEe.d5 so S-aak.di (flog No 2002/73121/FE./04/421 3 Pls-cg ten- Shading -t,e N. IS6 I Facthena,k L,co-... Ce NIf 41 50 Pl-ttig it-en- PsIm, No I I 2 Floeneg - Tips I Sq I 22 39 5 Plsoceg Seine-g plants R NI1 900L 9 qt , ,-T~ 2 SqMN 260 05 PanIe_g ge-uS se e S 29 81 4 StoiePon0inOecna depth 45S" toC-meeslot-m 1 5 SqM NI 205 7 Cetciete Fa-ntoe No 5 5 Ptlafom 2' high Sq NIf 4011 ~SE ii Temple, Km 2/0, KFulst, so T.ostees (Dog. No. 2002/73121/E-e/04/S1) h Plie-ig mt-Sh.dteg -e-e (lemand) No I I l. -T~2SqNI\ 204 00 7 PeIm Tre No. C_pood s-a1 open 3'hbght -thb totemeiert beck pdl-a-t-spr 6' h,,ght os 2 4m F SI 20 gg O C-e-a T-s Nc2 /c -hi g,,11 cork en spt-efieuio shove 3' 9 G-ce feccg 3'0" high R NI 10 75 A. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Februarv' 2003 Tfaint Nadu, Road Sector Pcc1cct Ap-\)eidiics to Ettt'icctiitontal f\ointagcincot 'laoq. -f NRSI' 114 lion. No Item Unit Qttoettrv f IretoNo - Item~~~~~~~~~~~~~~~U. Uni" Q......r SE 12 Chitri, Approah Enh-n-e-co, Kin 9/2, KoIt-to to Toti-or, (Do-g N.' 2002/73121/Eov/04/52) 2 lIiiig-ic2RN! 411.44 cc" ap-icido dopili- iU licg op 'Ii ucc . oil iu, S'p-i.il ii liqilc- -', ,,o it Roll c-ik ni p-FiRcorico ab-, V I-illigci(O-cdac-oc.d b,--oicbciiuici cqoird c I Ii- -an ciidico Cc NI ''12 4nF-- GioKco3l1"b,gl RN 4912' 20___ ~ uJp1 dd,, -,.ILg -gdGE 04 Sacrd Gr-. (Do,g No 2002/73121/Eoc/RI/27) N lill,gioiod.c.ocdbccicaicrk caiiWo4ooqiicdcLici-oi .0 I i21 I --cbci-kd cIl clic-r,NI 1I 4 l'taiJgoocdlc-o - ociteeri 4 0 Co N \I Kgi.42 Mi-o S R-ho-icc ...c... ....ccok, I Ii 3co-1i, Ca NI 1) 53 N klc-cog- l',Ipi4 Soon o,-cot pbic 14 (1 c--oil 4iNc od) i,,cc th d,iiF b-k cII do lNhbd Sq NI f31 4 1-Icocri-g pianol 7 NI loich-lcabooR c uk Noo1 cc r o,r 3 Ie -cr c-ci lq NI " I GE 09 riloqno o-th Pond (Dog, No. 2002/73121/Eoo/02/33( 9 Pantig 2 o ucih cppri cd otlrCt,c ce-c po-l Sq NI 9 3! I lc-hbcck C. NI\ 66391 4) IRabbd e--cc foe e -ifecocoiiolato bcedoig. bu,cd,g rod pl-occtg op-otc- Kg 49 6cc 2 llcao,t - C cgc I Sq N 4! 044 3 H-1eog-Tc-pc 42 NIM 13 23 IS Co-p-cd ic11 Op to he~11.gb of N in oi-P R NI 10 011 - - p.Vh~h,,A- d -,pl p.t'h~h ~cc R 0 SE 13 Church, Kin 9/0, Klatt- to Turuc... (Drog. No- 2002/73t21/Eno,/04/93) -o 1'eN cl . ock to cp-o--co foe 2' Coropoatd -1c pcpo h,oight of 69O to d-cig 9 I 91'1) NOTE Pe-coto. 0CC Joll of' oppt od dreg. aod make, i-ikoc-c2iieehr-ee fo-cd 2 IPlanog chiS. R MI 4911 o ith orrdo- sopplc cod e terie ,h cpcmgc provded om-t -oh gro-oc foe peemg -oth 6m to rod biro 1" long co co ced- f thr ally cleane bhtn d od cppbcd on tot of poo complet c-oilk, emotd 10-0 cro cbo co-d hr 0-e-g the Into cob octe Table 4.2.2: Bill of Quantities for Genetic Enhancement (GE) of Cultural Property, TNRSP 04 fot IN doe, (2.m oR k6n) _ _ 7 C.mPo.nd -il opec height of R'ot NI M 1 3 Item No. IIen Unt Qantt. N Plontig ttre-Polm No S GE SI. Temple (Do,g No, 2002/7312I/En-/04/38) 2 Ploocog fl-r-ng plo-,, RN M"144 1 ~ Bohd lieFeociog(S layce) cith t,o-ednclct pot. to d,-t-co 3m`2 c/c open height K 'I 239 90 Ploe-g geo-d coec Sq NI 145989 ,If I 5 - ~~~ ~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~GE 06, Spoo creted due to Koad Realign.tnn (D.ag No- 2002/73121/Eteo/04/47) 2 Flcoemg - Type I Sq NI 69M figcoI Plai-g te- - hodmg o-oci (To-oid) 1No 9 3 Hloocog - Topc 2 Sq NI 6911 2 tI Cooce- Foe-or No. 4 4 C-mpe...d wol cpto 3 height o ith itee-diot bock pdles open 6'1,c.gher 2 4m c/c K 5()G 7 - -. p-.F fT p D, NIo591 _2002________7312I_________ E-_____01_____2______ with poll work ro cpo-.ca-oocv yb GE0:ledea Saen rn3toepe(rgN.202711EeO/8 5 Plo-oog rec hodmg vone (T--nno. No I I Peng-rp I 42 6 PL-ecg ten - pobo No ID 2 FIno-mg plo-t R61 29 63 7 Plooog Sor-ceg pl-oe RN! 6400 3 g cover Sq NI 133320 8 Plc-cggenoed- coeR NI 36 11 4 C.ee feocio.g 9O" high Kb! -4832 9 G-et f-oemg 39'0 high ~q'Nt 29990 GE 08: Temple and Stopo-e (Dre No. 2002/7312I/E-n/04/46) GE 02. Temple -th Peed (DIg No. 2002/73121/En-/01/15( I P-ono - Ty'pe I SqNI1 590 7 I Raroh-o1k Co NI 106 2 1floo..oo-Tipt 2 9q2M 2699( Plconog - limo I Nq NI 2! OR 3 Ccm~~~~~~~~~~~~oond ooll apto V height orb intennediote bock pdlcot optop t.i height cth 2h 4mh c/c- K- NI 191111V ],~gh, 4~ M 'O (N 3 flco....g -Tlime 2 0q N[ 144 4 (iren fencig aO high R NI 2381) C-imp1o1d- oI-ptrOf.. I higt. 2'binondoobc ile pr uh t24 / I 11 GE 09 Temple Rel-ctto fDe9 No 2002/731-21/E-e/01/03( ___ T loro -Ipe I 1Sq N I [Os89 NOTE Pec-corRCC Jal- f peiedicigaado,k.thceo 25 ochc-e-ohrcd lm-d Tre -Ne 1-l6 - o ith mc~ todo- ocpp ol - - - co.ooo th. op-mg p-oidd Jon.-ih g- for lermog -_______ o,t,h Reai n- rod hi.. I" cog - fce ode,, ofthe oIl, clc-ci, heerhod and oppbcd o-i 3 PoIoro,g shrobs 5 38 00 coot ofp--e -opl-i cork, ceerd Onit oe tc ho c-,co hi -toug rhc oi,- o ith ote4 Hlcoc-ig pIc-i RKNI 48900 for 10 dao (3m aR Nm) 5 Gree f-oig 39O high R NI I0009 5 RhodiogTe- N. 2 N Concee, Fom-rtr Nc 17 N I'lo--ng plotnra M NI 96 7 Gro-d coc q NI 99946 GE 03: Sh-n retth Pond (Ding N.. 2002/73121/Ene/01/1g( I REr,,hoork oneodo 1-oog the edgc cod -onog ehe, oidcr in --inoidot thc cdge RN! LI2- m ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Febm.co 2003 bI I, 15,9h3010'I1 oi I Is b ,od1303111S S to01 ~ -5 0]. 14101 DDd '3J 12 10 b] SIJ 101103141104 010001 j-p do,9 01 j-q114 14 11j1j 0 lOp] j 11481114 t SOOt 111004 1 sos 1 [5 ~~~~~ SI [SD 111 600003 0010100L 103 -1S410o \4 I4 1I ND1-111133 9 _____________ ____________ 90301410014 103 - (o0/0o/003~~~~~~/00ZT00/00OZ 0N AOMfI) IS`8001-0 01011 60531 90 j 1140\( 1 1 1-0 310 p00-0 -pq --0015 S 100% 110,! t Sb [5 0] oo 8oopo~~~~~~~ooo 1011113101 III p100001 11 p001 11.10, 1-4-1I1--31 1113b000101II4-- 0a0011-0pp003.q 01-0I 41, £ Vs00 50 DYD)! j 1-0pq4000 p0000111.- 001-403 801-0nlpjo 1413p01I Oo-pq-.,o p-l Ounolo 'Isojod 1ullolo o8o100100 pd3.p 01 oo Ios 1 0] ST --p10 11011 01 [111b01 00 p100 1.10 50- 1011101 p.0 .00000301 - 1 ,330. 141.001 103 (Vs/bo/ oo3Rohtf/0000 0ON 813(4) m00 11112 5s 81J111-0 -11 p01-90so8031 100100 -R w(4 -1 o310000113 p--ddi33q -41110 T So--,i I I 9±0 8t oo,,3t 8o,o-, P. 90 Slpos Ool,p-q OUp0l113131J00 104 03.1 101[11413 H TI 0 ISD0 OIS I 000.1309104011101100 0--14100141014. -101 -01 j LOS [5 Oo41.004 0u1 115 91 0 15 0] S I115],-- 01 0101010 p0.q14101 -IjI 911 TO 91% ID S IS 0110313111 1.040-,10130.1411140 1-00-01-11 Sooop14o-oo [11080010 81-103 '800010.1181110 141p 01 -1 000 15I0D (o 13, I 1I.0)1.1 p-01.0011 - 111-000 TT 0 15 0] ( ST 0111010-- 1011p10=b01 00p. -. p,0111.1p0..p- 1510000044000400 000913 000 1D 0] 00 I 110.1 -111100 1`19 0 NID 9~o/o/u/fo/oo 43011)fl05~10 110 4 101000 1\5 0] 00110341.110 00L0t 15 Os -d10 10100 003410.1 p-.1133 1410003- 000 t 000 9 8 00100 Oulorpd 410-0po11 '8ol,poq 801p01j- 010o0001 0 01120 0194q1 TI 000t IS 0s 1--3 0000001101-p 01- 14-d . 0100- 000003 1d 000z pq bOs (H-8-1011),0 -3101140.10..103080003d TI tOL 0r js, bS 000101011. 1.14111.1 00 011.11 10118010 010qA5 01 s0o 9 110, bo310000140 p13-1300p4.00-0000000 11 iOTtI 15 0]D -.IOOd-.,-,03 SI0 65o91, S-qq, ~-- 0011 0) 10oII 0 509 15 O bs 010101041.11.10 SI 411 Ooo. 11 01 010 [50100113101 (0 131..U.[qp--p.j.~ ip [000)-d 2000 ISD 0] IIIS 01000 -100103p101-01 100[ 1113 000 [5 0] 00 OulpIllol 100 110111 p 00 .. 501010 p-l S1-0 1411j.0d0001 [100. 0000p00- 01, ,ol - [-0s[ 0 ]\ 00a, -1~-~ -by. - 14103j 31313110] -ID 9( OOl14000 10 0.0.021010101 01010z 13011I 11101010111 11 .111- 1411 1001101 [10 -00p-000 01 81l11p. (V51101'.211mazooz -N ~~~~~~~~~~~~~~~~~-Ila) -114 - P--9 -N1 'dOoo Sooo 0080000181)0'OoI10N01J.pl 90dp 001 4110/IO/.103/on£L/0000 03 0¸ofl( 010414 -p100440111033 033 19031 000 IS p- 0] 0-0l11.1-0003fl/OO0 .1dl. - H 14%p .. d-.1OI-Ul.zIE[j 0 14001113000T 11801 0 ooaoo(o/4/oo/Ino/ooo 3 0o~)11300113 085 000100 014¸1003 0 [ 0] -0111103 1 011043 oo u1p11 Oopoo Oo[1O11I 11001030010 144 101111 [114119 _______ o 8]1.001301301110 311111 -0144I1 T lOt IS ) 3110030 1101. I 5 I 031003 1010031 9 0 I 03 111, 3110011014111 11"0 10p0,1011 I410 310I.0...0[Id 911 is0) - -- I30.) OOIO1000031 0~03003 _ _I '0I'i l 11.03'--l4 -a ZO~~~~~~~~~~010lll0l1o 011113111301.01001l'3l11011100 IIs. ..... 1I>013 01-121 -00 ,,.I I"". 'N ....... q,~~TI 5 14 I]0 1.1110401l4. 31101.331II 11 1014 .3 11. oo I IS o4 10 3100000 110 .130 01[1010311 109111. 1 III1410 10010014 00.001011113 0 004.1. 0 111115 ',,,1.1C,,010121 I01333 90.90 -4 1 -10 110 I I N~ ~ ~~ ~~~~oo'1.oo[l 01011101) oj, 15311 4390 0 43 i ]1 4-0 I j~~~ o] 00 0141903300 110! llOlOj 01 pooioO.o 'o 9011. 1010 14011 11100000114 [100000090003 01 30131.4 o 000 [5 0:1 0 0 I 1410¸131110001 0~~~~~~~~~~~~~8( O 1% 111-11110II..3...1. 001l. j11¸ 1480111010 10/10/-03/I010/ZOOZ 03 Oo0) ,14013.-H11085 P0111-30-0 1031 or o 0> - 3 0013033 tOO 3o1[1IlIq 301[1o314 3olpo4 011100115013p0- 113] -1,15' I 1~~~~~~ bS J-~100 11110 3.1410"I [1 103 l 1,000110, I 1,00 I 11 0""M11 _________ 0310014N siu)UW8[3 (nj) :u)Lu8W83101uuq [go!&idAj s03 811u11n30jo jpg :C-Zrv o1qoj 00081151 Jld.1ltoOOolOJ~ JDDIO100101l1]0 oo1ood~1041 101005 P"II)) 0P0M\ 11010.L T,uril Nadu Road Secror Project Appe.dic,c ro Lnvironimental N lacagenieat Plaii TNNRSP 04 -son No. .liom Unri Qososs 4.2.2 SPECIFICATIONS FOR ENVIRONMENTAL ENFANCEMENT WORKS 10 Br-1 Pi-g Trpr I (Doe No 2002/73121/Eov/5i/55) - For .irc. f 100 rq. ft .Irlh-,kr I (\ l I 1 35 EMP 2.0 AIDS AWARENESS HOARDINGS 2 Saold 3i3oln :as 6 {73 T i li-uk Par .\1 [o Hoarding for AIDS a\varencss wilul be as per specifications of Taiml Nadu Stare TEI Iv - l -ork P h. AIDS Control Society- (NSACS) 2 \crl I I,crnwri . o ,\12,k 2s ON ckxlanX.cc,6 L 1>1 . 2ss EMP 3.0 LANDSCAPING AND PLANTATION ; 4 j_i.orrai_SlI._ rt riaricuiiJ N.r+ u i......... ,\ 4:-' TE 12 S-o- Pa-r, T,p, I (D,, No 2002/73121/Eoo/i/55) - Forarcs of 100 sq ft EMP 3.1 Tree Plantation -! fFi 1 2 srrrrr. I',c,,.g i61 x l 0s,- Tree Pl a nd maintenance \\ll be a. per specifcauo of o ie T Tml Nadu i| 4 5 rorar \hkrrrr IroaLld .I,rrre L k1 ,\ - [12 Forest Department - f j1 TE 13 Sico P,v-g T,pc 2 (Dorg No 2002/73121/BOv/0t/15) -Por rrr of 100 sq ft i i F Icr-h -rk I:1 .0 EMP 3.2 Tree Guards I 3 \ 0 soo. u io ) . 4 Tree guards made of brushwvood shall be erected for fast grossing species upto a I _ _ _ 4 cl.m1n05 lorrar .rroocd . ( Sl .11 height of 2 m. Iron tree guards shall be untized for sioNv groxiong species It shall + TE 14 Bri-k Stone Pa,vg for cross oai Tsc 2 ( Dg No 2F.2/73i21/En/1/l - For .. of t s bc prepared sith the ditdmensions shown in ie ac figure A 10 gauge eldI I Lock lacrk rL 436 mesh shaDl be used around 10mm RTS rods for legs. s.. Table 4.2.4: Bill of Quantities for Typical Mitigation (TM) Elements EMP 4.0 MONITORING SPECIFICATIONS I0- lion No Uoo | n,r | QW.inoi EMP 4.1 Environmental monitoring for environmebtal management, TMl01- I- Inirrl-p-or (Dog No,. 2002/73121/E.c/01/36) environmental condinons and operational performance shall be as per tie monitoring plan presented in 1 E-,c,ar 1.0 C 5734 EfP, Chapter 5-0 2 P C C(C1 Coo3 265 3 R L C C. mc 1182 EMP 4.2 All reporting for environmental montormg shal be as per the reporung system presented in 4 t S p'pc Kg 1k secuon 5.3 of the ENIP. ; r\tooholccraror (I 5x07) No 6 Mtacholc c Irs 6(I('5 773) N-, 7 Gnd C so m EMP 5.0 SPECIFICATIONS FOR ENHANCEMENT WORKS ,7 CcotulXsUC IcS/(pcn1[.t./)--Ls t,_______S[[ltmxlt (m) l ._ | < I D", 'd cmp b ... g "'a dd/-m/ .l 15a[X/w sst ( (I ll[llumrE ( >lsulrl[1{n/< l _ | t _ __ _ _~~~~~~~~~~~~~~~~~~~~~~~~~~Iip/Src/apni /licco Lc/cc th,hnc,i ,i larg-p c-)ictruisa li I D-r ., P--u.n from V di.iq C-6ci Prodn(CP) |A dhlno kpLacsa[ ,g ,a r, voacaX u I>rnp-zed FuturC -sL Of [hc S- Q - - -'-d-_ ci,_ h - . _I____f ___________m b -i Di c I ,f concc of .op-doo D,,lb, aLd/n/c ______ I Selected Site (tick anv one column onl) Dusoi Erf e,, Certfied that h e above infoIhmation is correct to the best of mv knowledge and behef b TN Wofk- - -- __1_ n. (Contractor) ML _ F-,], nf l cmalc-k-rs b__oI 18 rkg_ o Venfied Date f N - cruldren irr 4 Dctd of d-1,,gt/h t-n Recommendation on the suitabilityiofthe site b _a i-i of toptori S- aOtaO I d ONtn f -op cot ptr t b-i inng nr,s Selned DateS( a e u lo N Icho-oun ricien__ f I R'oF.n pcct Name & Designatbonv h toDtal w,ofStal -oik oar I I p No of Dt'kner blc Imk eouo Decision Taken (tic k one): Approved/N ot Approved S- 57of D-k hn W-,c T-nk b I k otal n of mcWC ns SVgned Date T No of mmum ftcof S -C -kr |p j2 Cof, betW= Tak I., WTC,/Ba,h,s -xx g- prp Name and Designation o f Deciding Authority, F-g4 ticiomt -ofndot omrr Enclosures Ib| Nn. o.O S-lm :NN,-%/ Alr Mom-or-g Nol-e M..-ormlng . a -5 sir M.nitrin ___tt ab___icg Nai- Mon-irin Soil ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~ ~ai Monooringcor roec 4 ____ _____ ______ ______I_____Certified that the above information is correct Certified that the Pollurion Monitoning has been conducted at all tiae locauions specified in the ENEP Assistant Conservator of Forests Tamil Nadu Road Sector Project Signed (Environmental Specialist of EC of PIU) Febianr 2003 T.iisiil 1N.,id Io;d d.1Scvtoi Pioeci .-\Ippeidics to Ilini innincrital iri\lig.ie lla0p1 N1l1-rNRSI P14 Format OP3: Redevelopment of Borrow Areas Format OP2: Utility of Enhancements for Cultural Properties. Waterbodies & Incidental Spaces Opcratuon Stage Report DaMe _ _iondi___ Yeart To be monitored bi PIU diring operation period Operation Stage Report Date Month _ year Detadls of remarks to be aDpended whercver ntcesan- Tio bc monimrerd 1)a PUL diring operation period D -u, Ac|icnq Sl N Ac-lvi PsrawslaI construction Financiali i)Tochnical FninncilJ SgFtln Detalts of remairks to be appended wheres er necezasa __ liens iir liio,a ire.i n 1 Usb of the m p-r | Drw-backs Identified Imprivecntcs Required 2 I,J ,f ii bireoi ics SI. No A,tsi,-t, 1byb,h ...mutry | Shcscrelrbibrien hbr b- Numbhr of peopi Others (Ack Re-arks/ i ir cu 1 Ine -h ii in C-nstruc-on Finnc-il communry) Technical Fina ncial S_ggesto_ns_4____________ 2 W:,iart Bodies a Number of tress pIanned 3 Incidentrl Spacte - G Reuse of top-cl_ P--L-ue meniiikce far 7 lM-q-io Breding AVnit-r -Antff!ronios -Othb r En-n-ns-nrnl DOrgada-on 8 A.e pusblens f-cd by ovcur Signed 9 a A- p-obl-nc F-ed be fibe ne- (Environmental Specialist of EC of PIU ) If a has bccs des..luped as a hb --sng as se B is of I-h sh,p.cacs bt can s-r-is in C Economic B-nFei-/UcLmih_ II If s hbas beeni deeerloped as ai o.aih d A Drsails )f suiiabii it soil and .i -rrs B i r T ip i a . Signed (Environmental Specialist of EC of PIU) Februarn 2003 'I.ond N-,'dLt [,O.Id SCCt'rL Pol L-r \Srli crso E,,,-iIo ....cll MI.oi.Iguuent I'Li 'IPI. NRbI' I)I Format OP4: Utility of Double Glazing OpCrat0on SUige Reporr Dare Monl_h_ Year_ To be mocirored bY P'l U durira1g operauomi period Derails of reimarks to be appelnded whercver- necesearn _ [ Dross iDki ld..fi.d Inrprosmr--r Requir,d Si Aerrerri Units P-rticulars Other- . No Coisitictiori Frer,.,l (AMk T-ch-ncai F-sacitl SIu rso--Wns M\lori ie .......... g ll-,' .P-t_ D--crs dO 5) _ \Xls the d, picuirses frc,m die m \ of l C Silxlts c tcire hiri Rec-q-rr, of ihe road O.r, d. rhe Distorte: dB (A)/ B o,t-rd dierh from .them B premises i)f rho rm h Sensors-c Iteerpior nof toe rod 2 MuilFP Standard& Depending dB (A) _ ~~~~~~on lundsec Uta- ofdob d (A) 4 Addinonul M-easures Reuired 4(If results ore unsotrafocrore) Exua ArAu to be Sq m A Ilozed Compo-nd \Vall, V,,gcuos-e B Other P'lo-I- Earner. B,,arsetn _ ~~~~~~~Bcrns etc Signed (Environmental Specialist of EC of PIU) M L-J Februar 2003 LOOp urlooqop -~~~~~~~~~~~~~~~~~~~~~~~~~~~~pS,J / .m-v - toot m 4tttp lOoOlrl 31140303 - - -"T, - - mmd ooompo 1oo1o il " - ItlotmIloOlood~~~IIA P 1 Otl(otllttl trot op dop po(t0111Il i-010 (14 oodtptSo]1tpA 11t10O±tloj ty oi top 14oodjqq.,j.o (I410Io/oo r P- '- -d AN oooboloto Itutd1 JO 10(1 1113(11 '1t4 (.O...1..3 0101o od ((ix') IlotouPoplurullIp 114 (po') oooboomoo p00tIololtIp it mol (1(1 lWtIOlld0t11 .140001t004\ tottoilup 0'~~ 11(1 uOltIStV putd oonood~ jo oo.S~~ 4011101 01r100[ 301(13.3(11 1.414 (014443J0 q-000011-tOl 01 lOWtOtOm mottop pt ~ lo Soioo. I gy( onoldol I l10~\ ~~ j oooooo tpl tIl 41i, 01A __ __ _ __ __ _ __ _ __ __ _ __ __ _ __ _ _ P-_ __ _ __ __ _ __ __ _ __ _ llA 010114JOl-1)1410dC1 p ttH. dOltIoo 1O_O00AI F300¸400011Tt0 tlItJ.to 31 lt o4po, 0tId(0OtllI n 0033 olto tId4 ttJ- dotti Ill 001110 J- `30 V pPolp1ooV)1lt(1V 1111d( -i I10X( 3pp.114 3 (MI'OlddO loololoolPtldlllltJ. p Otpoj 014(01 dop 140111000 1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ - 1101l1111( -o~-~ alj-"l P - .V-- _____________________ ____________ 100011413 40011101( 10011110 ontI7 0 1 lItoOoot'pod )ttA.110011 J. -0011--t PII tI-llIlP ili 0100 (1H -- -j .pI 100 l Iopv o -431( -P.14 11 0 nooo000( oto\11, ~pj 1010001V(1V P rllOd J101114 l'001 11Illp0)100 0001111 01000hnDID'110d0 lor4otI ,'ilo 110 311 214'1 (00 0Jm1(-110 Iodmj * X 1( 0000001l000 pp 001000t11000001001010l14 (ill 30 (30) 10000403 1110111113 014 t,oooodmoo~~~~~~~~~~olo S.p~q,~I -j-,V~ ~ ~ ~ ~~~~~i 4pj (m)100130111(10114 J. -, P--s P- ~~~~--(O 11 ll11 11 -100 (14-1 ,11Pj(O 01I, O OltI41 30p 5-t-ot (0000\ doppVoP1 fl0d0001_001 0 014010(1430014 3 3 1(1 1411(14 '0(1(09110 (1001001041041 otOiOotoctovI 1000011403 1001110114' 03 (3(1y) (011(000140101011400011114(14 _______________ ± 001110001,1401--014(1.......01j010W- slootlIp 400011.tI( 11101111140 ___________________________Al -__-__..O.l. 00010011400. (ltOOrOO)3D 'DID '1(0±1q03- b3oooI\--t0- 0)to-o-3tiIo4tqp-,4 10, OOIlOOtIlOOO 14'3 -0010001000 OOttOOOOlljp lodmop t-q- o 1dmJo 30000.3 (00000 3 Olopoip OlOItIP 341 O01I0t1lI000 10000. 010011114 .~ (00 IlollOp 10.00001.14P 440 ~~tp (iii 01 (OllOt 100111 pot~~~~011000 01 t0000Io1 moot 0111 411 114(1 114(1(113 (314 (01 30 001100301 0111 (03 tto4opO.. ........I.. 140310.3 30 13(1 13(1140 1314 (00 01130 (III~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~a J( 0141010014 I 114~~~~~ 01"Io -- 4-0(1 (031-) 1001143 10111114 op(J\1- 0 1 4 'v)lloo 1101 '4Iooo 0110 I~~~~ItN L I-li-Ici 110~~~~~~~~~~~~~~~~~~~~~~~~-z M-011 "P"N I"Llul~~~~~11110)0 Pm , tII.00 4