E507 Volume 3 22 Mumbai Metropolitan Region Development Authority EA/EMP Report of JVLR Project under MIUTP: Mumbai 0= c= June 2002 CQ 0= 0= 0E EMIndaErMvt iie 0=~ ~ ~ ~ ~~~~~n lo, ,PlmMr,Vsn ia 0=~~~~~~~~~~NwDli 1007 ni 0=~~~~~~~~~~eehne9 1144 0=~~~~~~~~~~Fciie91 144 0=~~~~~~~~~~Eal nitr o 0=~~~R Mumbai Metropolitan Region Development Authority EA / EMP Report of JVLR Project under MUTP: Mumbai June 2002 Reference 15674 For and on behalf of ERM Approved by: ubi Gu ta Signed: Position: aging Director Date: 10 Junze 2002 This report has been prepared by ERM India Private Limited a member of Environmental Resources Management Group of companies, with all reasonable skill, care and diligence within the terms of the Contract with the client, incorporating our General Terms and Conditions of Business and taking account of the resources devoted to it by agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. This report is confidential to the client and we accept no responsibility of whatsoever nature to third parties to whom this report, or any part thereof, is made known. Any such party relies on the report at their own risk. CONTENTS LIST 01'ABBREVIA'I'IONS EXECULI'l VE SUMMA RY 1 INTRODUCTION 1 1.1 OVERVIEW OF MLIMBAI URBAN TRANSPORT PROJECT (MUTP) 1 1.2 CHRONOLOGY OF VARIOUS STLIDIES ON JVLR PROJECT 3 1.3 POLICYAND LEGAL FRAMEWORK 4 1.4 LAYOLIT OF THE REPORT 6 2 JVLR PROJECT BACKGROUND AND PROPOSALS S 2.1 PROJECT DESCRIPTION 8 2.2 ExISTING CROSS DRAINAGE STRLICTURESALONG IVLR 11 2.3 RIGHT'IOF WAY ISSLIES 12 2.4 IMPLEMENTATION PROGRAMME OF JVLR PROJECT 13 2.5 PROJECT PROPOSALS 13 2.6 ALTERNATIVEPROPOSALSANALYSED INPHASE1 1I 2.7 OTHER PROJECTS BEING IMPLEMENTED IN THE SAME CORRIDOR OLITSIDE MUTP 24 2.8 ONGOING 07I-IER DEVELOPMENTAL PROJECTS ALONG JVLR 25 3 BASELINE ENVIRONMENT 26 3.1 LAND LISE 26 3.2 TERRAIN & GEOLOGY 29 3.3 DRAINAGE SYSTEM IN THEIPROJECTREGION 29 3.4 METEOROLOGY 30 3.5 TRAFFiC AND TRANSPORT 31 3.6 WATER ENVIRONMENT 34 3.7 SOIL 36 3.8 AMLIENT AIR QLALITY 37 3.9 AMBIENT NOISE LEVEL 39 3.10 ECOLOGY 41 3.11 PRESENCE OF NATLIRAL I-ABITATS 43 3.12 PRESENCE OFSENSITIVERECEPTORS 50 3.13 PRESENCE OF PLACES OF WORSHIP 50 3.14 UTILITY/FACILITY A LONG PROJECT CORRIDOR 51 3.15 CLIRRENTSTATLIS OF FLYOVER PROJECTSALONGJVLR 53 4 lDENTIFlED ENVIRONMENTAL IMPACTS & RECOMMENDED MITIGATION MEASLIRES 60 4.1 LAND USE 60 4.2 TERRAIN & GEOLOGY 62 4.3 TRAFFICAND TRANSPORT 66 4.4 WATER ENVIRONMIENT' 69 4.5 SOIL 70 4.6 AMBIENTAIR QUALI7Y 72 4.7 AMBIENT NOISE LEVEL 75 4.8 ECOLOGY 77 4.9 NATLIRAL I-IABI3TATS 79 4.10 PRESENCE OF SENSITIVE RECEPTORS So 4.11 PLACES OF WORSHIP 81 4.12 UTILITYDIVERSION 85 4.13 OTHER CONSTRLICTION PIIASE 1Al1PACTS 86 4.14 IMPACT OF ONGOING OTHER DEVELOPMENT PROJECT S ALONG IVLR 87 5 ENVIRONMENTAL MA NAGEMENT PLAN 89 5.1 ENVIRONMENTAL MANAGEMENT PLAN FOR PHASE I OFJVLR PROJECT 89 5.2 ENVIRONMlENTAL MANAGEMENT PLAN FOR PHASE II OF I VLR PROJECT 128 6 PUBLIC INFORMATION AND CONSULTATION 153 LIST OF ABBREVIATIONS AAQ Ambient Air Quality ANL Ambient Noise Level AQMS Air Quality Monitoring Station BEST Bombay Electricity Supply and Transport Undertaking BIS Bureau of Indian Standards BM Marg Bindu Madhav Marg BMC Mumbal Municipal Corporation BSES Baseline Socio-econmnic Survey CALINE California Line Source Dispersion Model for Prediction of Air Pollutant Levels near Highways CBO Community Based Organisaton CD Cross Drainage CEMP Community Environmental Management Plan CES Consulting Engineering Services CO Carbon monoxide CPCB Central Pollution Control Board CRZ Coastal Regulation Zone CTV Classified Trafic Volume CZMP Coastal Zone Management Plan DP Development Plan DPR Detailed Project Report EA Environmental Assessment EC Environmental Clearance EEH Eastern Express Highwat EIA Environmental Impact Assessment EMP Environmental Management Plan ERM Environmental Resources Management, India FHWA United States - Federal Highway Administration GL Ground level Gol Government of India GoM Government of Maharashtra HCV Heavy Commercial Vehicles HTL High Tide Line IIM Impact Identification Matrix IIT Indian Institute of Teclnology IMD India Meteorological Department IMP Independent Monitoring Panel IRC Indian Road Congress JVLR Jogeshwari-Vikhroli Link Road Kms Kilometres L&T Larson & Toubro LBS Marg Lal Bahadur Shastri Marg LCV Light Commercial Vehicles LHS Left Hand Side LRT Light Rail Transit LTL Low Tide line M Minor Impact m meter EXECLITIVE SUMMARY EnvironmenLtal Resoulces M/lanagemnentL Indila (ERM) hias been reLained by Mumbai Ilvetropolitan Region Developmenlt Aulhoiity (MMRDA) lor carrying out Inidepenidenit review and prepare an updatecl repor-t on EnvironmenLtal Assessment (EA) and Environnmenital Managemiienit Plan (EMP) for the proposed widlening and improvement of Jogeshwari-Vikhioli Linik Road (JVLR) prepared by Consultlng Engineering Services (CES) in January 2002. OVERVIEW OF MUMBAI URBAN TRANSIPORTPROJECT (MLUT1) Mumbai, over the last few decades, hias emerged as the financial and commuercial capital of India. Greater Mumbai's population that was around 4 million in 1961 is now around 11.9 million i 2001. It has a unique distinction of satisfying 88 % of its peak periiod travel demand through public tranispor t such as suburbanl trainis and buses. Of tlhe remain-ing 12% peak travel clemand, taxis and priivate vehicles meet 7 % and 5 % of the demand respectively Altlhouglh these proportions are/estimated to remain more or. less same until 2011 (withl pulblic transport sector falling marginally from 88% to 85 %), the number of public transport trips Ui the peak pei iod will rise substanltially given the contuiued i ise in population. In terms of public transporl, suburbali riail services cariry close to 6 inllioon passengers per day. Bus services are proviLded by Brihlan Mumbai Electric Supply and Transport Undertakin-g (BEST), with 3000 buses, and cater to 4.5 million journeys peer day, of wvhich approximately 60 % are conn-ectecd with rail journeys. The road network mi Mumbai is predonunanitly radial along thle peninLsula and compiyises three main corridors - Western, Eastern, and the Central in the Island City and two corridors ui the suburbs. The number of registered vehicles in Greater Mumbai grew from 308,881 in 1981 to 628,488 in 1991and 859,734 in 1998. It is estimated that the number was 1,048,734 in 2001. As a result of population growthi and increase in private ownierslhip of velicles, public tianspor-t is under severe stress. For example, trainis that have the rated capacity of 2600 passengers carrv over 4500 passengers during peak hours. Buses too are overcrowded during peak period. Over-aged buses (500 out of a fleet of 3000) and increasin1g private vehicle ownership particularly of two and tlhlee wheeler vehicles with two stroke engines have given rise to increased traffic congestion and air and noise pollution. In response to the emerging tranisport crisis, Mumbai Metropolitan Regional Development Authlo, ity (MM\RDA) - thle regionial planninlig andL coordinLiatinig agency- was mandated to prepare a tianspoit sector development stralegy. "Comprehensive Tranisport Strategy (CTS)" was prepared in 1994, providing a strategic framewoi k for the transport sector of MMR. Three strategic alternatives were examiinied to meet the projected travel demanid in MMR viz. * Public Transport - PT; * Public Transport with Demand Management mi the Island City - PT+DM; and Road Investmnerit - RI. LRN I LN[)I x MMRDA EXFCSUNIMIR/LA&lMI'O; JVIY/NII.\i/IUNEt)2 The strategic alterniative of PT+DM is fouind to be the optimal strategy from a number of perspectives as outlined in the various environlmental reports prepared by MMRDA. The CTFS clearly established tLhe guldiig prinlciples tlhat are still valid for transport sector today, namely that lhe investmenit pi iorlty must be accorided to public tiansport, particularly subulban railway; road investmenit should concelntrate on improving east-west road links in the suburbs along with the Roacl Over Brldges (ROB) that replace th-e existing level crossings on thle railways; and in the Islanic City wlhere congestion is likely to be acute and there is inadequate space for expanding road network, demand management measures need to be adoptect. The project components proposed for implementation under the Mumbai Urban Transport Project (MUTP) have been selected within the framework of thlis strategy. Therefore on the basis of the framework developed undLer tlhe CTS tlle following project components have been identified for implementation under MUTP: Rall Tran5sport conlip)Oeiet * Railway System - Capacity Optinuzation and Enhianicemenit; * Setting up new corir idors along existing ones; and Purclhase of rolling stock Ronal Tranlispor-t Coiniponteiit * Road Transport - Traffic management (TM) ancd related tn-easures, including area traffic control (traffic signal systems), bus priority and rail station area tranisport integrationi; * Road Transport - Infrastructure, including roads and road over rail bridges, and * Road Transport - Equipment (procuremenit of buses). Reset tleineii and,, Relalnllitatioii * Constiuctioil or purclhase of aboul 20,000 permanent dwelling units; * Constructioni of about 6000 transit dwelling units; and * Landl acquisition and R & R assistance 1.1.2 Descriptioni of tlhe Roard Tr-anisport Coinponent of MUTP The road component of MUTP seeks to strengthen the capacity of the MCGM for traffic management, policy ancl regulation, andL support specific investmenLs in tiaffic maniagemenit, traffic signals, east-west conlecting roads and rail gradle separations. The physical works under this component, whlich requir e review of environmental and social issues dependinlg upon the nature and1 scope of work, include: ERNOIA; MMRDA BiCSUNIM/IRILA&LNII'oIJVLR/MUNIE.I/JUNE02 1i * Jogeshwari - Vikhloli Link Road (JVLR). This corridor includes two flyovers lbeing constructed by Maharashtra State Roadl Development Corporaolon (MSRDC), wlhich are not being financed Lhrougli MUTP. * Santa Cruz - Chembur Link Road (SCLR) Construction of 3 ROBs at Jogeshlwari - Soutlh, Jogeslhwari-- Nor th anL at Vikhroll. Pedlestriani sub-ways, footpatlhs andl otlher pedlestrian facilities. * Station Area Traffic Improvemenl Schlemes (SATIS). * Bus Procuremienit. Pedestrian Underpasses and otlher facilities and SATIS expected to have only very liiuted envirounmental issues durinlg construction and bus procurement will have positive impact due to environimen-t friendly buses. 1.2 POLICYAND LEGAL FRAMEWORK Implementation of JVLR project will be taken up under the World Bank funded Mumbai Urbani Tran-spor t Project (MUUTP). In line witlh Worlcl Bank regulationis, the project pro iosals and its implementation are to be in conLformance to relevant World Bank Operational policies and guidelines Thus the World Bank Operatioonal Policies (WB OP's) and dii ectives (WB OD's) form an importan t policy framework foi the JVLR project. Tle WB OP's and OD's, wlhich aie relevant lo the project, include: Envirounmenltal Assessment (OP 4.01) Cultural property (OP 4 I1) *Involun-tary Resettlement (OD 4.30) Besides, the relevant country regulations and state governlmenLt regulatiolls also govei n thie implemiientiationi of project proposals, wlhich include thle followinig Legislation related to Environment: * Environmental (Protection) Act, 1986 and associated rules alnd notlfications under the act * Coastal Regulation Zone Notification, 1991 * The Maharashtia (Urban Areas) Preservation of Trees Act, 1975. Legislation related to Resettlement and Rlehabilitation: Land Acquisition Act 1894 (LA Act). * Maharashtra Regional and Town Plannuing Act, 1966 (IvIR&TP Act). * Development Control Regulations for Greater Mumbai 1991 (DCRs). * The Maharashtra Co-operative Societies Act 1960. 1.3 PROJECT OBJECTIVE Comprelhensive transport plan for MMR prepared in 1994 reconumended Jogeshwari - Vikhroli link road (JVLR) coinnecting Western Express Highway (WEH) and Eastern Express Highway (EEH) for improvement and widening. Based on the recomunenidations, the existing 2-lane wide JVLR is proposedl for wideninlg to 6-lane carriageway and improvement EIRNI INP)IA MIvIRDA I.\[icSUSi\i/I R/IIA&LNi'- JVIlR/N1UNMo3AI /1FUM 02 III The widening and im1piovement of JVLR lhas been since tlhcn taken up as a sLIb- project Linder tLhe Worlcl Bank funded MUTP. Thie ploject proponent - MMRDA - has carried out various preparatoly sLuLies alt differenL dLuraILonI's on JVLR project and updated them to reflect the status as of'now U 2002. 1.3.1 Project Road Background The exisling JVLR became operationial in -1994. Prior to 1994, tLhe link was available for traffic only in segmenls. The preparalory studiy reports divide JVLR into three sections for easy reference and understanding. The sections iLdeltified imclude: Sectioni 1 The segment of JVLR which starts from WEH juLnction and ends at Saki Viliar road junction (near L&T Factory) has been referred as Section 1 Ior W'Vestern sectioii of JVLR. The length of this section is 4.9 km. Sectio II: The segment of JVLR which starts from Saki viliar road junction anct ends at LBS marg junction (near Gandlhi nagar square) has been referred as Sectiont H or MidlXle sectioni of JVLR. The length of middle section is 4.3 km. Sectioll Ill Tle segment of JVLR, which starts fr Ol1LBS marg junction (Gandhiniagar square) and entds at EEH junction, has been r eferred as Sectioll III or Easferin sectioni of JVLR. The length- of easterin section is 1.1 km. 1.4 JVLR PROJECTPROPOSALS 1.4.1 Descriplt io of the A ligiiiieni t Sectioni I - l'VEH to Saki Viliari Roadl The western section of the rioad passes tlhrouglh resildeniial settlements, barren lands, hill section, and industrial area. Majas drainage channiel (at KnlS 0+900) and Mithli river (at Kmns 3+800) are crossed in thlis section. Sectioii 11 - Saki Vilir Roadl t) LBS Mnrg The nuiddle section passes through institutional areas, residential and conunercial areas. Major surface water body - Powai lake - is located along the section Sectioi III - LBS Mnrg lo EEH I/innctioll. Considerable part of eastern section is occupied by grasslands and slum settlements. Towards the last 10Om, degraded and stunted mangrove vegetation falling under CRZ I area as per CRZ regulationis is presenl 1.4.2 Iniipleilentta t ion Prograniune of ] VLR Project The wideinig an-d impiovement of JVLR corridor lhas been divided inlo two phases of implementation. During first phase, the widening and improvement of Sectioni I and Sectioni 111 will be taken up for construction and during second phase, Sectioni 11 will be taken up for implementaLion. 111N I INDIA NiNR A) .\)( UNINI/I - OF ' UMI )A) uNi')2 IV 1.4.3 Riglht of Way lssutes The Right of Way (RoW) issues as it stands today is as follows: * The RoW in possession is 30m. * Near hiigh embankments and deep cuttings, the available RoW is 60i The DP provision for JVLR cor rtidoi is 45.7. Bul tlhe tIlme frame for acquisition of the additional corridor as per DP is not known. * DPR consultants have attempted to design the alignment within the available width and wlherever not feasible retaining walls lhave been used to restrict the work withinl RoW. * At locations wlher e improvement in tlhe alignment is proposed, acquisition of additional land beyond the available RoW has been proposed. 0 At locations where service roads are proposed, tlhe available RoW of 30m wide is inadequate The constructions of serivce roads at these sections hiave been proposed in plhases to matclh with the progranmue of land acquisitioni as pei DP provision. 1.4.4 Recommiiitellflene Sclhemiie of Witdeninig In Plhase I As peI Lhe recommeni ded scheme, JVLR is plopOSed to be widened to 3 + 3 divided carriageway. Following are the closs sectional details of the road after widen n ig Carriageway 2 x llm = 22m (2.5% slope) Central median = 12m (4% slope) Shouldei / Footpatlh 2 x 2m = 4m (4% slope) Side slope = 2: 1 The total top widtlh of the road will be 27.2m wlhiclh is withinl the available RoW widtlh of 30m. WVidenuing Scliemilefor Bridge Strulcltures The cross drainiage structures/ninor bridges located along JVLR are proposed to be widened to 4 + 4 divided carriageway coLfiguration. 1.4.5 Alterniative P1roposals Aiialysed1 in Plase I The project is to be inmplemented along an existing road and hence there is less scope for alternate proposals. However, few alternates were analysed an1d accordingly modified in the revisecl DPR. The alternative options considered include: Moilifiedt SEEPZ Sub-way Proposal to a Grade Selpr7tol' The sub-way proposal of earlier DPR was revised and modLfied to giacde separator. Reasons for modification include: * Provision of sub-way for SEEPZ road below existing road leads to steep vertical gradient to accomumodate the sub-way. * Conunection of SEEPZ sub-way road with the Aarey colony road was only possible through a system of service roads. These service roads need LI ITN 1\1) \ NINIRIM) lxi CSUMiI/i R/lA&lNiPOFjVLR/Mux\l huN ()2 r etainin1g walls to conltain thle constrluCtiOnl witihin availa[?le RoW and to avoid impact on social environm1i-enA. * Slum i esideltial area on its nortihern edge anc highi-ri-se resILlences on its soutlihern edge maik tlie physical atlribute along JVLR at this junctioni Hfence it is imnperative to restrict con1struction1 witlhin the available RoW. Cuit-seclwnio Prolposeil at Knits 2+10() to 3+200 In the revised DPR, vertical cut section has been proposed between Kims 2+100 to 3+200 for a lengtlh of about 700ni. The depth of lhe cut section prioposed1 at lhis chainage varies between 0 lo 9m. The main objective is Lo redluce thle existing graclient from 7% to 4.5%. In the earlier proposal, the existing vertical geometry was nol altered to avoid severance of habitaLionis located on eithler siLde of JVLR. However, in the revised Dl'R, thie cut-section h1as been proposed along witl Mahakali caves road bridge at Kms 2+460 Movilificl JIiiictio,i Li,y-ott at WlVesteni ELxpress Hglnglvily Illicliuoll The layout of starting point of westerin section of JVLR has been reviewed in order to mniunmise the impact on social environment on the nortilheri side of junction. It was found that scope for shiftinig the junclion1 on south side existed which would result in reduced impact on social envihonm1enit. Moifictittonis in the Verlticail AlignmZent The existing steep gradient (5 to 6.5%) in chainages Kms 0+250 to 0+400; 0+700 to 0+800; 0+850 to 0+950; 3+450 to 3+600; and 3+850 to 4+650 will be flattened for implovecd road geometry, safety and smoolh vehicle movement. Modificatimos in thle Horizoiital Aliginimieiit The horizonital alignment has been reviewed in consonanice with the clhanges effected in the vertical profile. ExisLiiig bridges and CD structures will be wideened fiom botih sides insLead of one side widen-inig piroposed eailier to avoid land acquisitioni and displacemenit of inilabitailts. 1.4.6 Othler Project Proposals in Pliase I Other pioposals founcl i the DPR on JVLR project include: * The entire JVLR coi ricdor has been proposed with a central mediani (divided carriageway) * The existing bridge structures and new bridge proposed will have divided carriageway and footpaths on either side * At-gr-ade improvement woiks at the followmig juLictions have been proposec: * Western express higlhway junction; * SEEPZ road junction; * Saki vihar road junction; * LBS marg junction, * Eastern express highway junction; and * 8 otlier minor junctions on JVLR and 2 inuior juinctioins on lhe suppoi ting r oad network. LRNI N\,i\ NINIRI)A l:\L.C5Uu,M,\//I R/ A&bI ll' crJVI.R/N u\IB\i/ILu\r '02 VI * New vehicular bridge has been pr oposed at Kms 2+460 (Malhakali cave road br-idge) to avoid severance ol hlabitations. * At some locations, the projecL objective hias been achlieved withill the available RoW width Lo avoicl/ reduce displacement of habitation by adlopting retarni tig walls aloing the embankment sections. * DeLailed Storm water drainzage analysis has been cairied out to designi ioad surface Lt ainage, cross-sectional lrainage, and hydraulic adleqLuacy of exisLing bridges The deLailed stoi rn water dlrainage repor0t - 3R[MNISTOWAD - prepared by BNvlC has been extensively used to form the basis for dlatinage design. * The embankment sections have been proposed with slopes no steeper than 1V to 2H and1 wlhere granular material is encountered the embankment slope would be no steeper tllan 1V to 1.5H to avoid raini and wind erosion. * Traffic management and control systems have been proposed as per IRC 35 - 1997 and Traffic signs to be installed as per IRC 67 - 1997 anid Motor Vehlicle Act. Th-e road dehlneators have been proposecl as per IRC 79-1981. * Metal beam crash barriers have been proposed on high embankment sections (heiglht more than three metres) and concrete crash barriers on all bridge/ flyover str uctui es. * Landscapin-g and arboriculture has been proposed alang JVLR as per IRC 56- 1974 for embankmenit teatnienL. * Compensatory plantationi has been pr-oposed as lper IRC-SP-21, 1979 andc IRC 66 - 1976. * Turf ing of slopes of high embankment to avoidI raini and wmid erosion has been reconuiended. 1.4.7 Proposedl Coistrict ioni Scirethleefor Piase I The constructioni program lhas been envisaged to start by September 2002 and would be completed by October 2004. The Construclion program designied for the JVLR project excludes any activity during hieavy monsoon season. 1.4.8 Recoiniiemledl Sclhemiie of Widenintg It Pihase II The muiddle section of JVLR is already widened to six-lane coLfiguration, barrmig 1-km length opposite IIT campus. DPR has not yet been prepared for Phase II of the project 1.4.9 Proposeil GradelSeparators aloniglVLR outsideMUTIP There are two flyover (grade separators) structures proposed along tlle alignmenet of JVLR viz., grade separators near L&T and LBS Marg. These two flyover projects are currenitly being implemented by MSRDC as separate packages oul side MUTP. 1.4.10 Otlher Projects Beinzg linpleinented in tire Santie Corritdor outtside MLITP The developmental works observed along JVLR include. * Laying of Optical fibre coinuirucation (OFC) cables along the roadside. * Construction of grade separators at two locations on JVLR i.e., at L&T- junction and another at LBS marg junction ERM INDIA MMRDA l \rCSUNI/I LA&LMP orJVLR/ MUNIUD /JU2 VI] * Wiliening work In progrless in some portion of Middle sectioll of JVILR along Its southern edge, near Panch-t kutir market area. Besides, * Jogeshlwari - Soutlh ROB prolect whichi is proposedl unide MUTP would link JVLR toSwarni Vivekananid (SV) road. SV roacd is Imiajor lotlh--south linik t-raversing along western coast of MMR. * R&R site chosen opposite Kanjurmarg suburban rail staLioni is currently being implemented unider MIUTP for the PAPs of railway projects * The planuned SEEPZ - Phase 11 extension wvhich is presently under implementation near SEEPZ road junction. * Vikhiroli ROB and Jogeshwari - North ROB projects are a'lso proposedL unier iv[UTP. 1.5 BASELINE ENVIRONMENT In oider to assess the baseline environmental status in the project area, a 300-rn wtde study corridoi (150-rn on either side of the project road) was identified and delinieated at site. The baseline statLs of tlhe JVLR project study coriLdlor is presented: in the followin-g sub-sectLions. 1.5.1 Land LIse Sectiou; I - VIEH to Snki Viliar Road The landl use pattel n Hi this stretch of JVLR is predominanatly residential, especially thie stretch along lhe western entd of the section. 'he mlidle segment of this section passes tlhrough open hiilly area and Aarev Farm area. Besidles residential land use, olher major land uses observed along tllis section of JVLR are viz., inidustrial, commercial, and recreational. Sectioii II - Saki Vdlinr Ronad to LBS Mntg The lanld use pattern mi this stetch of JVLR is predomilnantly institutional, residential and coliumercial. A major surface water body -Powai Lake - is located along the northerni edge of JVLR Section ll - LBS Marg to EEH mlailctiw(ai. In tlhis stretch of JVLR, the lanid area is almost vacant except for the slums near central railway tracks. Degradedt wasteland engulfs project road from etlhel side for most part of iLs length. Towards thie last 'lnOm streLch, stunlted mangroves vegetation is observed. 1.5.2 TerJail & Geology Terrain of the project aiea is varyinlg from sliglhtly rolling (slope-6.5%) to almost level ground at various sections of JVLR. The geology of the region is typical of the western coast i.e. clayey soil unederlain by basalt rock formations. iERNI i'.oA MMRD)A lxEc5u.Ixl/i R/lA&LMI' oFJVlRIlumI /IUNI 'U? Vill Drtuagc' SyXsteuii rin tlt' Pr-ojecl Region The JVl,R section 1 dr aiIIs through Oshiwara r iveri and M tlhi river sYstems Each system has its owvi network of tributaries and clhannels (nallahs) across JVLR. The Oshiwara river flows easl into the sea and Mitlii river flows southi into Mahinm creek. As for JVLR Seclio11-3, the project road dlrains to Kannamwar Nagar Nallah Staltus of Existiig Rotds/ide Draitns Inhdiabited stretches of JVLR have been providedl withi r oadside drains For 111ost part of the stLetch, there are no roadside dlrains. Problems of water-logging and flooilng is not reportedi in the area. Possible reason coulid be the rollin,g Lerrain and existence of good natural drainage systems. 1.5.3 Tratffic Andt Transport A classified traffic volume (CTV) survey was conducted during Novemiber 2001 and February 2002 at different locations on JVLR. Th-e results is reported in tlhe Taible below. Suinnuiiiry Results of CrIV Survey SEE1PZ lDiti I traffic votfiiic rluclcholl* WVcsierii M.tvilc Eesttcr i (botlinoiiys) SEEPZ I VLR scction# section* sectIO 2-wiheeleis 1772 5795 5490 14021 7898 3-whecleis 2279 7312 6675 1981)5 6141 Car/lIeep/Tax 2317 8039 6471 21811 123-i Buses 257 1841 19'lq 4081 1472 1T iucks/ Tempo 1 220 3890 4301 8865 70157 TI otal 2-way traffic 7745 26877 24928 68583 34914 Noh ' - i),Ia Ii t RM l, rdui , ch I C I I in 1 i'rjm F 201)2. # - i)a l]i CEi t; rind n I L I V 11 IL,Ik ii N,'u Iti I Accidentt Huznznli/s and Safe!/i Statistical data oni tiaffic accidents a]ong JVLR could not be collected. TIhe incessant traffic congestioni and slow vehicle speeds folrtunalely reduces the possibilities for accidents. However, road accidenits iivolving school clhildr en has been repoorted by the residents of the habitations located adjacent to Section 1 of JVLR BasedL on the location of inliabited areas along JVLR, the accidtent hot spots could be tile followiig. * Inhabited stretclh between Kms 0+000 to Kmus 2+000 Itnilabited stretchi near Knis 3+000 * Inhiabited stretclh near Knis 4+800 * lnhabited stretclh between Kms 5+500 to Kms 9+300 * Hill section iieat Kamal Amirohi studios * Hill section east of IIT campus All major intersectionis and junctions are provilded witil traffic signals Police personiniel manage lile traffic for major part of tlhe day. IFRNI IN1 MMWRA I\LCSUMSI/IR/ A&I'OI JVl.R/NIInAI/JUNCI12 lx 1.5.4 Waiter E,iviroiniuenit Surface water bodlies locatedl close to thie project road are listed7 below- Iait of I l'LR Witler bodiy Cliaiiagc Scciiln I Majas nallalh At Klns 10+9(1 SctCion I Nlithil/ Nlahiiiii i1%cl At Knis 3+81)2 Section I1 Powai lake At Kms 5+9(X) Section III K,innaniwai na[ital At Kl1is 10+190 All the water bodies are mainly monsoon fedi. Hence, except during monisoon1 months, the water bodies are used for sewage and other liquid wasLe transport and disposal. Powai Lake - larger in geographical spread and significanice - is used for recreational purposes. Conisiderable portion of the lake is polluted and eutrophicated. 1.5.5 Water Quiality Water quality analysis was carried out on two surface water samples allnd tlWo grounLdI water samples (from open wells) collected from various water sources along JVLR. Th-e quality assessnment indicates that all parameteis analysed are withlinl the limits laid down in IS 10500-1991 - Slatidardsfir Drluikiig 7altter1 anld Coastal watler qlua1lity criteriai SW-llIfo, imaiine Tvaters witlh designaled use of recieation (non-contact), industrial and aesthetics. 1.5.6 Soil Soil in the area is alluvial type mixed with sand and falls uLnder the seni- impervious to impervious category. Soil erodibility is m-lioderate. Soil aialysis ndicates that at all locationis it is sanidy loam. Clay content is lhlgh above 50%. As for using it in highway construclion, the soil falls under poor, to fair category. 1.5.7 Ai,ibieit Air Quiality Baseline ambient aii quality results are presenLed below. Anibient Air Qutality il Novemitber 2001 & Februiary 2002* Monitoring S02 NO, Lead CO SPM RPM lHC statioi ( 1g1i13) 'Igg/ni 3) (tgh1ui3) (nigh u13) (plghn'3) (1g/ImJ) (ppuil) AQNIS-I 5()4 355 ND 50(' 3836 181 3 ND (Fantasv ILanLI) 'AQNIS-2 413 368 ND I '9 2728 1238 ND (L & 1 Junction) 'AQNM1S-3 404 291) ND ()57' 2575 1214 ND (Gandhi Nagai Police Station) 2AQMI`S4 (SEEPZ 360)1 522 - 3 83. 521 5 3368 BDID road Junction) 2AQNMS-5 (VVEH 40 7 5D 8 - 4 28' 588 1 366 5 BDI jtillCtolI) NAAQS/ 8011 810( i ) 4I 0' 21)01) 1 () ( ) 2-4- ReiLdentitial Nole - CES' Loiilicclei1 ilie AAQ) iiionillo inig it, Novemilbe, 2001 anuilL tRM) liuiil i I-elbi, oy 2002 I - CES comi5iiussioned miouiiiot iIig sfilio;is, 2 - ERM iid(lia coiiIIIiissIOIuc imoil1oi iuig si(itioiis 3 - 24 lioo1011V171CMig(i'auls, 4 - I lioiiilij fivng.v milues, 5 - Reiciici MiLL:A I c/oil All taluc's inc 24 tomii ly alve,age iialiies iili'ss ol/ief7v'ise ineicilliod ERNI INDIA MMNRDA l;XFKSUMNiN/I R/l,A&ENM'OFJVl.R/MusisIm\i /JUNF'02 The r esults indicate thlat SPNMI, CO andi RPM values at all Lhe stations monitored are more thaln the correspondinLg NAAQS for riesildenLial land use Since Junle 1996, S02 and NO, are showing a itcreasin-g tren-d albeit gradually Thlis can be attributed to the vehicular growlh The same increasinig trend is not observed in SPM antd RPM levels. Pollutant levels for tlhese two parameters show significant variation and the November 2001 levels are almlost one-fifth of June 1996 levels One possible reason could be the seasonal variation in pollutant levels 1.5.8 Amiibienit Noise Level Baseluie ambient noise levels along various locationis of JVLR is presented below. Suminmary Restilts of ANL Moitilorinig, dB (A) Noise levels NLMS-1 NLA1S-2 NLMS-3 NLMS-4 NLA1S-5 FNitaiiisy land Ltyl LBSjn SEEPZ WEII - L,1 Day 80(1 83 2 86 ( 80 4 84 8 55 ) L1 Nigit 72 3 77 5 77 2 71) 6 77 3 4D I - Noise 5t ds ifos /1 1'5sdeuia1 lim(l Il 9s The ANL results show that tTaffic intduced noise is exceedLing the corresponding CPCB standards for residenitial land use significantly. Tlle possible reasonls for highi traffic inducedl noise could be due to: * Highl daily traffic volume observed along all sections of JVLR; Incessant traffic snarl and congestion at major mitersectionis of JVLR, especially the iuddle section of JVLR; and * Undulating and rolling teriain all along JVLR, wlilch causes HCV to acceleiate/ decelerate'vei ofteni generating, noise in the process 1.5.9 Ecology Detailed ecological survey of the project study corrildo was undertaken as part of the baseline assessment of the project area. Results of the survey are presenlted in the following sub-sections. Weslerni Sectioni of IVLR The trees of avenue plantation include Acacia auriculifioniis, AdalntslilL exelsa, Allnzzia lelbbLeck, Boinbax cedba, Cassia siniiea, Ficics liengimleisis, F. Religeosa, F. Glonieilata, Polngalpiniln111111aita, Teriunalia catappa, 771L'spesuit popilea etc. Durimg the ecological survey, the trees located withini the 30m belt on both sides of exist-ig road were identified and counted. A total number of 519 tress comprising of 35 species was identified as 'projLct affected'. Mid(dle Sectioni of J VLR Detailed ecological survey and identification & counting of 'affectedt' trees were not carried out during the present survey, as the projecL proposals and preliminLary construction drawings are not available at present. I-RN)I ND1 MNRI\ )\l.: Nr/R/1 F lIPtii IVI.IR/NDIAi \I / ON) ')D Xi Eastern Section of IVLR The lomjinanit avenue plantation- in tihis regioni showed similar composiLion as that of western section of JVLR. Dur-in1g the ecological survey, it was founid that no tiees are located wvithin the 3Ym belt on both sides of existing road 1.5.10 Presentce of Natulral HlabittIts Along the eastern section of JVLR, mangrove swamps have been observecd along the southern edge of the road. They have been significantly modified by human activity and hence the World Bank OP 4.04 does not apply to JVLR project On eitheer side of existing 2-lane road, debris (mainly comprismig of construction andl top soil waste) has been dumped. The ecological assessment of this mangrove paLclh is presenitedi below Legal Statins of Manigrove Arera 7V1 11M Pro}ect.Road Ro l'V I'ARTICULARS DESCRIPTION Ecological saltus Degiaded/stunted Mangi oves Siatus as pet the Govt of Iidia's RoW devclolpmiient exempted uLIdct CRZ regulatlons as GuiLdelinies a rat t of CZNMII' fot Gicater iMumbai by the NloElF ol Gol Mangrove area to be ieclamied on the 0 2 hectai es Southiet n silde of JVLR RoW Location Southi of JVLR neat EEH jUnC.tion. Ecological status of thie atea on the Grasslanids No piesence of mianigroves. Not thel n silde of JV\LR The mangiove vegetation m the riegion of study is a iuxture of Aviceinna 1marli1na, Acanithiuis ilicifoliuls, Excoecaria agallocia, Sesuznuvimm portulacastriun, and Aeluiopus lagopoindes Table below provides details of distribution and current status of mangroves found withinl JVLR RoW. Distn diutnon anid Culrr enlt Statuls of Manigrove foiund oitliini Project Road RoW Narimes of species obsei ved AV/elea ma maim, Etcox cicciml itgailoi ha, Atatllut ii ,iifolius Avetage heigiht of stand 1 5 - 3 5 mn (niajoity of vwhich is occupied by Avicenitia marina - one of the widely OcCuI I ng species of mlanigioves 1in and arotlndlL Murribat Densit Amcitnniw iniutaiir (abouIt 25 idLlividuials pet hia), EAx.CuI1t, ta aIgallo, ha (about 5 individuals pe li ha), ALianilulis iltLifolitis (thlis is an her-baceous plant anid thletefoie nion-significant in this area) 1.5.11 Pr'esenlce of SenIsitive Receptors There are no sensitive receptors located along JVLR -Phase I stretcl. Along middle section, sensitive receptors located just outside RoW include: * Kendriya Vidyalaya (Central School) located within Indian Navy Housing Complex along northern edge of JVLR near LBS junction. * Indiani Institute of technuology campus along nortlhern edge of JVLR LRiM No \ MMRIDA l \i:cSOMM/l:i A&LMPcor VlR/Mu.2is i /lu\ 112 XII 1.5.12 Presence of Plnces of Worship Mliast I of I VLR I' loject Archeological (prelhistoric), paleontological, historical, andi uniique naLural value sites are not founcd along Ph-iase I st-reetch of JVLR. Few places of wor'slilp have beeni identified within the project RoW The details of whlici are provided below Affectedl Religiouis Places alonig Pliase I Stretclr of 7VLR Name of t/ie Locationt Size of tile Remiaiks place/lieligions s1ll, nl,,e clhatilagei, Ains 5s1lni-tnlle, sq/ft I Gatanan NMla harraj 0+3(001 130 Flie temliple wIl 1 e t,tlfctedl I11)' A i all in f oio nF N1 LI II the temIpII Will n1ot be allCteid stl ICtly going b-' RoW 2 ilildlul1 eiple 0+35(0 <50 Fullyaltected 3 BuLhlia \Vilar Imamhir 0+380 3)00 Ic mple tillI allCeCtdL A liall in fioiit ot lhe tenmple will nolt be affected strictly going by Ro\V 4 Place of voiship 0+450 <10 Piivale wo ship place Fullyaffected 5 Place of worship (0+48() < 10 P ivate wvoiship plaCe FuIllyafteICld 6 Ganpath Mandit 2+75(0 150) Teiiple will be tilly affectel 7 Hanuman llilallt 2+8(0)0 130 TIˇeiplie will be fully allected 8 Place ol wi sh5ip 3+8001) < 10 PiiviIte placeo t woishiip Fully\lleCletd 9 P7lace ol woi ship 4+800)) < I() SIlIusIIt uClUIC rulyI) 1ifeCtUd I() l-JIIIdu LtI iple 9+31)M) < 30 Alletled ltull' dLue to R0B widenmin as paia I 0 1iyovetl coiiii Lctioli at.11 11BS cli PlUIS' Ilse 1 JVLR Project Along Phase II stretches suice Dl'R proposals are not yet ready ildentification of affectedl religious places lhave not been done. The places of worslhip located close to tlhe existing road edge were identified and tLheir enumerat-ion details ale presenited below. Presenice of Religiolls Places alonigPlhase II Stretcli of JVLR Nanile of tlhe laice/ieligtouis sli nctihit, ofstru-tlles allolog Sectlion II I eniples 2 ClhichilI Mosques( G1u7 i u cIi (Place tw oshipofloSikis) I otal 4 1.5.13 Utility! Facility Reloca tion alonig Project Corridor- Summary of utility services to be relocated dtur ing Phase I of JVLR is as below. Utility selvice Sectioll Sectton IlI W'Vatel supply line, mettes 726 6h) Telephone cables, iciites 3,110) 3,JtK) Undlel igtouLndi electi icit)y cables of BSES, nieties 14,594 198 UndeigioUn1delechticitN cablesofMSBl indites 3,214 2,80-1 1.5.14 Current Statuts of Flyoverprojects along VLR MSRDC is currently implementing two flyover (grade separators) projects along JVLR. The current status of the projects is un-der various stages of execution. I:RNl INDIA NMNIRDA lxrcSuMst/lR/IA&LMI or IVIR/Mii /lLN/j'itQ XIII 1.6 IDEN1IFIED ENVIRONMENTAL IMPACrS In order to identify various site-specific environmental issues, which might get impacted due to the implementation of proposed improvement anld widening of JVLR, an Impact ILlen-hficationi Mvlatrix (IIM) is prepared. Based on the lIM, various site-specific impacts identified are desciibed in deLail in tlhe followilng sub-sections. 1.6.1 Laiid Llse During construction stage the available RoW will be cleared iesulting in reclanation of residenitial land use. The impact on land use will be temporarv in duration. Duling opelation stage, induced impacts on1 land use pattern are anticipated to occur. As the JVLR will become a major link connecting EEI-I ancl WEHI, it will lead to exploitation of vacant land area/ space available along the project corridor. The existing wastelands and coastal mangroves along eastei n sectioni miglht be reclaimeed to improve its utility and increase the land value. 1.6.2 Terra in & Geology Inlsignlificanlt adver-se imilpact is anlticipated oni the geological environnmelnt and physiography of the project corridor. 1.6.3 Imiipact oi Drainiage Patteriti Roadside dr-ains have been proposed on1 either side of JVLR as well as regraded SEEPZ road. The new roadsidle dlrains will be coiunected lo the existing storm drainiage system/ drainis in the area at appropriate locations. Alonig Seticioi I of JVLR A review of the vertical alignment of the proposecd JVLR reveals that the fuiushed road level will be well above (5 to 28m above) the level of drainiage systems available in lhe regioni. In hght of this, no water stagnationi problem is anticipated during operation phase of the pioject. Alonlg Sectioii 3 of]VLR The vertical profile designed for section 3 of JVLR is constantly sloping dowIl to Kaiuiamwar nallah with elevation difference of about 7m lHence drainage along project stretch will not be a problem. During operation stage, thie altered physiograplhy may leacd to soil erosion and may take long time for the drainage paltern to stabilise itself. 1.6.4 Traffic And Transport During project initiation and conshruction phase, sigiuficant adverse impact on traffic ancl transport scenario is anticipated to occur for shor t-term duration. As per the local traffic management plan, for a length of about 3.95 kms the available carriageway widtlh available for traffic movement durinig construction will be about 5.5ii whiclh is less thIan exist-ig carriageway widlh of 9.0 m includiLIg the EIZM I\'['I\ MMRDA E\k. SUNINI/iR/ A&I:MI JVIR/MUNII3AI/JLU2 XIV unpavecl shoulders. ThLus tlhere will be constLicted spkce available for traffic movemeiit. During operationi phase, the service roads proposedl in phases will smoolhell out the traffic movemenlt i'eductiig the conflict betweeni local traffic movement andl traffic passing thiougLh JVLR. T Ils wouldL also increase pedestrian safety. Accldle 1-lzaru Is am] 7SalyeI Durinig construction phase, various constructioin activities will cause hindrance to the flow of existing traffic increasing the possibility for occurrence of accident hazaiLds. Minor adverse impact is anticipated due to this reason. During opelation plhase of the project, the vehicle cruising speed along JVLR will increase causing Clifficullties for pedestrians in crossing tlhe 6-lane wide ioad Increased vehicle speed and volume will also ilcrease the probability of accidlent hazards causing adverse impact. The adverse impact will be felt especially near inhlabited areas of Section I and l1 of JVLR. The DPR has proposed pedestrian (zebra) crossuigs at the inhabitecl areas. These crossilngs shoulcd mitigale some of the adverse impacts anticipated on pedestrians' safety. The entire carriageway is proposed with central median, whiclh will avoid head1-on collision of vehicles 1.6.5 Water Environment During conlstr-uctionl plhase, especially dui ing monsoon season, incr-ease in turbidity and suspended solids is expected to occur in all water bodies fouLnCd along JVLR due to loose andL disturbed soil layer erosion and rutting Thlle impact will be insignificant. The construction- program hlas taken this aspect inlto considerationi and n1o activity has been proposedl during the monsoon montlhs. During operation plhase of the project, nunor to misignificanit adverse impact is anticipated on the water quality of lhe surface water bodies located along JVLR Hyilriology The existing bridge and cioss-drainage structures alonyg JVLR will also be widened to eight-lane dlivided carriageway configuration. fydraulic adequacy of th-e wiLdenied structures have been checked. Adequate culverts, storm water drainiage and ioad surface diainage clhanniels have been provided in tlhe designi Hience possibility of water logging and i ciease in flood levels are not anticipated botlh durinmg construction and operation plhases of lhe project 1.6.6 Soil Major impact on lanid environmllenit dlue to the implementation of JVLR project will be because of the quanitum of eartlhwork involved in tlie constiruction phiase. Thle suiiuiary details of eai tlwork estimated are presenltecd below. * Total qty, of cut material = 1,61,785 cum * Quantity of cut material proposed for reuse = 1,21,194 cum * Remaiinig quanitity of cut material for disposal = 40,591 cum Amount of borrow material required to be brought from borrow pits = 1,81,355 cum Total amount of material to be transported I [M,I)u[ MMKiDA I;x cSuMMfI R/LA&LMP OFJVLR/MuMi:\I/JLNt'2 xv in and out of project co rrIdoil = 2,2l,946 cultl Nearly 75% of thie cut material hlas been pioposecl for r euse in the projecl itself This is an appreciable aspect of tlhe project proposal. The remaininlg 25% ofc ut material will be disposed near Aarey colony area located east of SEEPZ road The disposal site is presently a low-lying andt bILarren land. The available width of RoW at this site is 6Win ani-d ownelship of the land rests with thle State governiment. Nearest surface body located at about 300m from tlhe disposal site is Mitlhi ri ver. The Mithi river is seasonal and carries sewage for most of the time in a year. However, good disposal practice slhould be adopted at this site to avoid any adverse impact on soil erosion and aesthetics related issues. During operation phase of the project, minor adverse impact due to soil erosion is anticipated initially and after some years into operation phase, the impact may become insignificanit. 1.6.7 Amnbient Air Quiality limpact on AAQ cluring constiruction stage of botli Phase I andc ll of JVLR projecl is anticipated. The adverse impact will be primarily due to trans,portation of constructioni debris, road constr Uctionl activities, loading and unloadinig of consti uction materials, ancl plyinig of constructLion velhicles along unpaved shouldCei s. DuLi1ig Opeiation phase of the project, in order to estimate the contribution of JVLR to the pollutant levels along its aligtnment an AAQ modelling analysis was carried out. For predicting ambient CO and NO, levels, CALINE 3 - an air quality model for huighways has been used and for predicting PM,1, and Pb levels, a simple roll-back model was used. CO Ileels It is expected that witlh the project road wideninlg, the CO levels are expected lto loweer clown. The project, therefore, will hlave moderate impact on amibient air quality in terms of CO. NO, ICe7els The NOx levels are expectecl to remain below the standar ds only beyond 20 m from the eclge of lhe road. The project, therefore, will have moderate impact on ambient air quality in terms of NOx. SPM nll(l PM10 levZ'els The modelling analysis results slhow that thle predicted SPM and PM10 levels fol th-e years 2004 and 2011 violate ambient air quality standards for residential areas posing significant impact on air quality. 1.6.8 Amiibienit Noise Level During Construction- phase of the project, the operation of construction machinery viz., eartlhmoving machiniery's, loaders, backhoes, concrete iixer etc, I.RNI \I)k \ MMRD)A li t uNI/i'R/IA&I' orI/Mu.x /JLNitt2 xvI and construction vehicles employecl for transporting various construction material will lead to increase in ambient noise levels. During Operation phase of the project, m order to estimate the JVLR traffic uiduced noise levels an ANL modellin-g analysis was carried out using Federal Highway Adminulistration (FHWA) model. The prediction riesults indicale that Lthe traffic induced day time noise level of 55 dB(A) is likeIy tO occur at 200( m andl beyonId from the edge of the alignmenit while the niglht time traffic induced noise level of 45 dB(A) is likely to occuI- beyondl 1000 m. The modellinlg riesults clearly reveal tihat day and night time noise levels are exceeding the prescribed standards. 1.6.9 Ecology The widening of existing JVLR will require felling of about 519 trees durinig Plhase I of JVLR pioject All the trees are indigelnous species and do not fall under enidangered variety Significant adverse imipact is anticipated on the ecological environmilenit of the project corridor due to felling of trees. The compensatory plantation proposed in the DPR will miitigate the adverse impact on ecology to large extent in the long run. The DPR has proposed for compensatory plantation near Aarey colony area, where the available RoW is 60m wide and ownership of land rests with the State goverlnment. Approximate calculation reveals that about 0.6 ha of land area will be available for compensatory plantation mn tlhis area. This is far less than required for planting at least 519 trees. Hence besides -Aarey colony area, other goverrunent-owned vacant area shall be identified for afforestation purpose. The Tree authority shall be consulted for identifying compensatory plantationl area. Compensatory plantation along either side of improved and widened JVLR is not possible for want of space. DPR has estimated and provided an amount of Rupees 4.7 nmllions for compenisatory plantation and landscapilng througlhout Phase I stretches of JVLR. Thus with tlhe compensatory plantation proposed, the slhort-term adverse impact on ecology will be largely mitigated in the long run and improve the aesthetical value of the area as well. No impact on terrestrial fauna and aquatic fauna is anticipated. During operation stage, the vehicular traffic on JVLR will not have major impact on tlle ecological environmen-t. 1.6.10 Natiural Habitaits Baseline assessment indicates that local communiulty has destroyed much of the mangroves and the land use has been chanlged to grass lands. Oni either side of existing 2-lane road, debris is being dumped. Hence tlie project road development and widen-ing will not impact the existuig mangroves swamps found well away fromii the project road RoW. The widening may reclaim 0 2 la of land on the southern side of RoW. It is notable here that MMRDA has mooLed a separate project to develop a marine mangrove park between Kanjur village and Mulund with an objective to ERNI i \ MMRIM)A lE'.cSuNfNt/i'R/LA*&EMP'orJVLR/MWwU,lAI /JU,:02 xvii Iejuvenate and protect the existinig mangroves in dilapidLLated form. The proposed park, wlhichi will be developed ovei an area of 150 hiectares of lantl initially, will be spread to all 1000 hectares of sall pan land available in tlhe region This would go a long way m iutigating any adverse impact the JVLR project miglht have on the existhig mangroves. 1.6.11 Presence of Senisitive Receptors No sensitive receptor will be located along section -I of JVLR as the only kindergar-ten school iocated neai Milintd nagar will be cleared and relocated1 at the R&R site. Helce no impact is anltiCipatedL During operation phase, induced impacts will be felt especially near IIT campus and Kendriya vidyalaya. 1.6.12 Places of Worsliip RAP consultants have carriedl out "p'-roject-affrtctedi-coniaiaini iiitil consultation an.d based on tlat, an action plan has been outlined. Discussion findinlgs anld salient features of action plan are presented below. * Out of nine idenitlfied places of worship, only four of them have an affected1 plmth area of more than 100 sq. ft size * Consultations were carried out witlh concerned temple owners/ maniaginig trustees in the major 4 temples. Shifting the temple to r ear side. of existing location was finalised. The temple conuimttees have accepted responsibility for reconstructioni of the temple. * Project proponent needs to provide the relocation site and.cost of reconstruction. * In the new place identified for temple relocation, the households that will be affected due to shliftig of temple will be included under the JVLR PAH's * The other five places of worslhlp were not significant ones and the issue of clearinlg tlhem iwitlhout relocating it anywlhere was discussed during the communujiity-level consultation process. Consensus and agreement the local commuiuty had with R&R consultanit indicates that no adverse impact or social repercussion is anticipated. Places of Worslizlp Relocation Issutes ini Plise ll of JVLR Durinig Plhase Il of JVLR pioject, MMRDA is plannuing to follow the same approach that lhas been followed in all MUTP's including Pha-ise I of JVLR, towards addressing the issue of relocation of places of worship. 1.6.13 Utility Diversioni During construction phase of the project, sigiuficant number of utility service equipmzents will be relocated. Signuficant adverse impact is anticipated while relocating water supply pipeluies and1 underground electricity cables. The adverse impact will be signuficant on the western section of JVLR. ERN I I XIMIMI)A i .XECuSUNIM1 /L &LNIP oi JVLJR/NLntI,tiA /]L'.\[ xviii 1.6.14 Othier Conistrictioni Pliase Imwpacts InIpacts (i11c to Siting of Labour Cnimps The DPR has not identified or suggested any location for siting construction camps. It would be contractor's responsibility to locate a site suitable for his work under the geneial conditions of contract and as per MRTH specificationis for r oad and bridge works (MRTH specificaLions will form part of the contract). It would be contractor's responsibility to ensure that hie complies local laws, if any, pertaniing to conslruction camps siting and the area identified for siting constructioni camps are approved and autlhorsed by competent autlorities Tlhe PIA/ PMC will approve the area selected/ identified by the contractor. [1nIOacts d1u1e to Sitiing of Borrow-X andl Quarry Mtleri-al Areas SignLficant adverse impact on geological resour ces is anticipated to occur at quarry sites and borrow areas identified for the project. The DPR consultant has identified three quarry sites viz., Dahisar, Vikhroli and Turbhe based on a cletailed study report on quarry sites. Since as per th-e license conditions, the quarry sites will have an approved quarry site management and closure plan, the environmental issues pertaining to quarry site will be addressed and impacts, if any, will be mitigated. Quarry and borrow areas identification will be tLhe responisibility of the conitractor as per his contractual conditions. There are no borrow areas identified along project road corridor and hence thle impact due to borrows areas opening does not arise. 1.6.15 liimpact of Flyover projects alonig VLR Two flyovers presently under construction stage and one flyover proposed near SEEPZ road unction along witlh JVLR widening proposal will have significanit positive impact on the JVLR project. 1.7 R ECOMMENDED EN VIR ONMENT MITIGATION MEASlR ES 1.7.1 Landi1 Use During pre-construction and construction phase of tlhe project, constlruction related activities shall be preferably restricted withini project RoW. During operation phase of the project, the service roads, footpaths, shoulders, junctions/ uitersections and on either side of high embankments shall be cleared off encroachiments periodically. 1.7.2 Terra in & Geology Insigniificanit adverse impact is anticipated on1 the geological environmenit and physlogi aph) of the pi oject corridor. I:RNI l\I)IA NINRDA Li\F(:5UNINI/ IR/I A&L-N1I' OPJVLIR/MIUNIFAI /JLNr'oI2 XIX fillpacit oi d'ratiuage system T he new roadside drains shall be conn-ected lo lhe exIsting StOrIm dra11inage system!i/ drainis in the area at appropriate locationis as per DPR proposal Conltr actor shall enlsure that after- constructioIn is over- or pr-ioI- to moInsooIn season, lhe new dlauis ancl old drains existing along JVLR are mainLainied clean of construction debr-is. 1.7.3 Traffic andi Transport During pre-construction and construction phase of the project, traffic management scheme planuned shall be adhered. PMC shall peeriodically review the plan witlh respect to siLe conicitions. The contractor shall take all necessary measures for the safety of traffic durinig demolition and site clearing activities. He shall provide, erect and maintainl such banr icades, including signls, markings, flags, lights and flagmen as may be requir-ed by the engLineer for the informllationi and protectioni of traffic. Special consideration shall be given in the local traffic management to the safety of pedestrians. The temporary traffic arrangemenL within RoW, recommrnenided in the DPR should be kept fiee of encroachments/ coimumercial activities. PMC shall periodlcally inspect the temporary paved shoulders plannled between Kims 0+000 to 2+200 and Kms 2+900 to 4+650 for potholes and depressed patches. Temporary riepairing shall be carried out, if needed. During operation phase of the project, traffic control measures including speed limits to be enforced strictly. Traffic volume and speed on JVLR shall be monitored and tlhe benefits must be recorded to evaluate the effectiveness of the project Accidlenit Hazards aind Saftly During construction phase, contractor shall ensure that the transport vehicles used to ferry materials and dispose debris cloes not create hazalrdous conditions for general tiaffic using the roadway During operation phase, the enLire JVLR corriclor shall be morutoi ed for an) accidents. If any physical correction/ alteration in the geometry of the road is needed, the same shall be carried out. 1.7.4 Water Enivironimiienit During construction phase of the project, Siltation of soil into water bodies shall be prevented as far as possible by adapting soil erosion control measures as per MRTH guidelines. Construction work close to streams or water bodies shall be avoidect during monsoon. Other mitigation measures to avoid siltation will include: Excavated soil should be cdisposed off properly so that it should not block lhe flow of water FRM \IJ)l \ MMRI)A l:CSu,\L.\M/l l/IA&I Ml'q)JVI R/N1u,Im\ I /LCI ')02 xx In areas susceptible to soil erosion, earthwork should be carried out beforc rainiy season & temporary or permanien-t erosion pr6lection work as may be feasible shlall be provided * Benrtonite slurry or simiLilar debris generated from pile drivinlg or other constr UCtiO1 activities shall bie disposed such tLat it does not flow into neairbv suiface water bodies or form mud puddles in the area. During opera tiol plhase of thc project the drains shall be maintaiLned and cleanedl periodically. 1.7.5 Soil During const-ruction phase, soil erosion control measures along embanknment slopes are reconiuellded The measures could be as per MRT-1 guidelilles. Excess eartlh shall be disposed off in identified sites. Good disposal pr actice should be adopted at disposal site to avoid any adverse impact on soil erosion and aesthetics related issues. Debris disposal site shall be monitored for soil andl ground water quality as per the monLitoring plan recommended m the EMP. Duruig operation phase, road embankment & cut section stability should be checked for erosion and rutting. Any sign1 of instability should warrant adequaLe. response immediately and well before succeedinig monsoon season 1.7.6 AmtlbienitAir Qutality The mitigation measures riecommn-enided during constiuction phase are: * All vehicles delivering material to the site shall be covered to avoid material spillage. * Constructioni site to be watered periodlically to miniuise fugitive dlust * The unpaved roads, if used by the contractor, shall be sprn kled witlh wateir al least once in a day to control tlhe fugitive dust emissions. * Contractor shall ensure that Concrete, Asphalt and Hot Mix plants are licensed and aulhorised for operation by concernled autlorities andl shall intimate the enginieer-in-clhai ge prior to procurmig materials from them. * Exlhaust and noise emissions of constructioni equipment's shall adlher-e to emissioni nor ms as laid out by MoEF/ CPCB. During operation, the competent authorily shall enforce vehicular emission norms of the day. 1.7.7 Aniibieili Noise Level The mutigationi measures reconumended during constructioni phase are: * All construction equipment's shall be fitted witlh exhaust silencers. Damaged silencers to be promptly replaced by contractor. * DG sets, if used, shall adhere to noise standards of MoEF. * During blasting of hill section near Kamal Aruolhi studlios, noise levels shall adLhere to local laws. Restricted blasting work hours and interuittent blasting could be few mitigation measures that can be adopted * Operation hours for noise generatinig equipments suclh as pile drivilng, concrele and drilling etc. shall be pre-approved by PIA. The PIA dependinIg on site-conditionis mav regulate and/ or restrict operation hours. I:RMNI INIA NMMRDA I.\F SLN/ IR/lA&lMI'orJVLRIMu,IIALM U2 xxI * Workers exposed to loud noiSe (As per Factory Act requiremnenlts) shIall wear earplugs/earmuffs During operation stage, theie would be an in(crease in the ambienit noise levels along the project road due to increased traffic I1he mitigation measules reconunendecd during operathon plhase include * Noise will become a major problem if smootlh flow in traffic is stopped Clue to congestion or bottleneck situation in tlhe road. The traffic management unlit of MCGM shall identifv such locations causimg hindrance to tTaffic flow and slhall take adequ1ate rectification measures. * Near sensitive receptors "No Hoonkiing" zones shall be anunounced b) placinig adlequate numbei of signboards along the road. Road section along 1L-I campus, Central school, and all residential areas shall be declared as "No honking zones". 1.7.8 Ecology Trees falling withiin the alignment whlicl are to be removed before commenicemiient of constlruction shall be idenitified and approved by PIA Prior perinussion- from MCGM/ Tree authlorities shall be obtained. During construction phase, compensator)y plantationi as provided in thle Dl'R proposal shall be can- ied out in line witlh Tree authority regulationis and guidelines. Tree authority shall be consulted for identifyinig compensatory plantation area. Durinig operation plhase of the project, adequate care of the landscaping and compensatory plantation should be taken up so as to achieve tTee authority's guidelinie survival rates. 1.7.9 Nalutiratl Hlabitats During constructioni phase, all activities, construction vehicle movemenls and other iuscellanieous activities must be restricted within project RoW Temporary disposal of dem6lition debris, felled trees or locating labour camps and stockyaids beyonld the project RoW must be avoided near thie degraded mangrove patclh observed near EEI-l. 1.7.10 Presenice of Senisitive Receptors Traffic congestioni before 1IT campus is frequent especially during peak hours. The DPR consultant shall prepare an exclusive traffic maniagenmenlt scheme for tlhe JVLR section befoie IrT campus. 1.7.11 Places of Worsliip The nune cultural properties identified along Section I of JVLR shall be relocated/ cleaied as per tlhe community-level discussions and the action plan worked out with the local conmunuity/ owner of the structure. LRMI NINIRDA L\LC5UMNI/I'1/1A&I NR JVLR/MUN1II,i /JUNI )02 XXII 1.7.12 Utiliht Diversion In order to mitigate adverse impacts, all utilities, such as water supply lines, electrical installations, telephone lines etc. shall be shifted after prior approval of agencies. Utility relocation shall be carried out in shortest possible time to reduce inconvenience to public. 1.7.13 Other Constructioni Phase Imnpacts Siting of Labour1 Camiips During construction phase, it would be Contractor's responsibility to locate a site suitable for his work under the general conditions of contract and as per MRTH specifications for road and bridge works (MRTH specifications will form part of the contract). It would be contractor's responsibility to ensure that he complies local laws, if any, pertaining to construction camps siting and the area identified for siting construction camps are approved and authorised by competent authorities. The PIA/ PMC will approve the area selected/ identified by the contractor. Siting of Borrow and Quarny Material Areas It would be contractor's responsibility to ensure that borrow and quarry areas that he has identified are approved and authorised to operate by competent authorities. The PIA/ PMC will approve the area selected/ identified by the contractor before he actually procures materials from them. 1.8 ENVIRONMENTAL MANAGEMENT PLAN The EMP measures to be implemented during pre-construction, construction and operation stages have been delineated with assigned responsibilities on contractor, PMC and PIA. The EMP measures has been provided in Tables 5.1 through 5.3 for Phase I of JVLR and Tables 5.11 through 5.13 for Phase II of JVLR in the report. Other components of EMP is presented in the following sections. 1.8.1 Environmental Monitoring Plan The plan includes recommended monitoring sites, parameters to be monitored, time and frequency of monitoring, and collection, analysis and reporting of monitoring data. 1.8.2 Key Perforntance Indicators At the project level, to evaluate the effectiveness of EMP measures, certain performance mdicators have been identified both for consstruction and operation phases. These indicators need to be analysed based on the project level monitoring data collected during construction and operation stages of the project. ERM INDIA MMRDA EXECSUM1M/FR/EA&EMPOFJVLR/MUNIBAI/ JUNET2 XXIII 1.8.3 EMP Reporting Arrangements The supervision and reporting process with respect to implementation status of mitigation measures during construction will initiate from the contractor at the lowest rung who will report to the Project Implementation Agency (PIA) through the Project Management consultant. Desired frequency of reporting process has been outlined. 1.8.4 Instititional Arrangemient The co-ordination model proposed during construction and operation phases of sub-projects under MUTP is presented below Institutional itieclhnnlsm ifor nnizpleinienitatioi of EMP dItrinig Conistructioni Plhase of bothz Phase I anid Phase II of IVLR project IMP 1-1gh Power Steenng Comnmttee Froject l-olination Comumttee < ~~~MMRDA World Jank > PROJECT DIRECTOR MUTP PIA MSRDC PMC \ / Contractor ERM INDIA MMRDA EXEC SUMMINI/FR/ EA&EMP oFJVLR/ MUNIBAI /JUNE'O2 XXIV Instituthonal imnecliamiism tfor imiplemientathon of EMP dmring Operation Plase of botlh Phase I anid Plhase II of JVLR project Hgh Power Steering Comuiuttee IMP Project Co-orduiation Conuiuttee I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I karraiigemieltIt I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I 61H exist for aI r a / : ~~~~~~~~~~~~~~~~~~~~~~~~~pre-defined I lduiation during1 I MMRDA I operation phase I World Bank < > PROJECT DIRECTOR MUTP I 7 MCGM Monutoring agency employed by MCGM/ Traffic Pohce / other relevanit Govt agencies viz Reglonal Tranlsport office, Regulatory enforcement organusations, BEST, Utlity service providers 1.8.5 Possible and Practical Measiuresfor Environmental Enhancement Etnlainceinient Measuires alonig Section I of JVLR Considering the various DPR proposals for the JVLR project, the possible enhancement measures are presented below. Locality Enhancement measures ConigLious ResiLential areas . Pedestran- crossmgs at select locations * Well-planned land use along service roads to avoid encroaclhuent and squatters * Bus-bays along service roads * Planuned space for taxi-scooters (3-wheeler) to park Industrial area - SEEPZ anid proposed SEEPZ . Space for parkuig of heavy vehicles, buses, taxi- extension scooters and other vehicles along JVLR * Automobile service shops shall be allowed neai the parking bay Providuig space for vehide fuel refilliung station (Petrol bunk) near the SEEPZ road junction Commeicial aieas . Space for parkng personal vehildes shall be provided without obstructing tiaffic flow along JVLR The enhancement measures recommended here have been adequately addressed in the DPR and budgeted. Hence enhancement measures recommended for ERM INDIA MMRDA EXECSu.MINI/FR/EA&EMPOFJVLR/MUMIBAI /JUNE'02 XXV Section I of JVLR does not have any additional cost implications to the project cost. Enhlancemiient Measumres alonig Sectton III of JVLR Considering the various DPR proposals for the JVLR project, the possible enhancement measures are presented below. Proposed Plan for Facilitating Mangrove Rejuivenation in the Region Considering the marine Mangrove Park project mooted by MMRDA in the region, compensatory mangrove vegetation along JVLR project corridor may seem redundant. Instead, as an interim measure, about 0.4 ha of the area (0.2ha of adjoining land on either side of JVLR) shall be cleared off all debris and about lOOm of tle nallah on either side of JVLR be cleared off silt. This would facilitate, to some extent, the rejuvenation of mangroves and improving the aesthetics of the area. Cost of facilitating Mangrove Rejuvenation Plan is provided in the following table. No Achvity Cost in Rupees 1. The cost of thus activity may require Manipulation of land (will involve removal of approximately Rs 50,000 per ha entire debris fron the clear felled area). 2. Manipulation of channels (digging and de-siltng Rs. 200 per metre of channel channels for facilitatmg the tidal water m the areas of maimpulation - which are in the upper intertidal region) near Kanjur Site 2. As per the discussion in secton 5.1 5, 0 4ha area Rs 60,000/- shall be taken up for facilitating rejuvenation of mangroves. The cost of facilitating imangroves will be. Enhanicemiient Meassures alonig Section II of JVLR Locality Enhlanmcemtient measutres Residential aieas * Bus-bays along service roads Planned space for taxi-scooters (3-wheeler) to park Insthtutional . DPR consultaiit shall carryout an exclusive traffic maniagemenit study to avoid the bottleneck situation that exists opposite lIT campus The study shall analyse the feasibihty of pioviding Road under pass opposite IIT main gate or ieorganising entty/exit to IIT * Planned space for taxi-scooters (3-wheelei) to park * Bus-bays along service roads Coinuieicial Space for parking personal vehicles shall be provided without obstructing tratfic tlov along JVLR Surtace water body - * The stretch betwveen JVLR and Powai lake shall be converted to a park/garden with Powal Lake adequate seats/ benches 1.8.6 Cost of Suggested Mitigation MeasuresforPhase I of JVLR project The EMP implementation will require financial commnitments for the following: * Budget for strengthening the capacity of the concerned organisations; ERM INDIA MMRDA EXECSUNINI/FR/EA&EMPOFJVLR/MUMIBAI /JUNE0O2 XXVI * Budget for implementing various mitigation measures proposed; * Budget for undertaking enhancement measures proposed; and * Budget for undertaking project-level environment monitoring. These budgets have been estimated and provided in the table below. Component of EMP Buidgeted amount in Ruipees Cost Estuiiates for histiLutional Capacity Buluing 275,000 Cost Estimates for EMP Imlplementation No additional cost Cost estimate tor implementing enhancement measures and project level Inonutonng - Ditiiig 918,000 co,is, iuctioll Cost estimate for project level monutoruig - Duinlg 2,463,000 opeiatioti Grand Total 3,656,000 1.8.7 Cost of Suiggested Mitigationi Measures for Phase II of JVLR project Component of EMP Budgeted aniouift ti Rupees Cost Estuiates for Insttutional Capacity Buddu-ig No additional cost Cost Estniates for EMP Implementation No additional cost Cost estunate for unplementuig enhanicement measuies and project level monutoruig - Dri-ng 1,366,000 construction Cost estuiiate for pi olect level monitom mig - Duiring 73,000 ope, tion Grand Total 1,439,000 1.9 PUBLIC INFORMATION AND CONSULTATION Public consultation has been conducted at various stages of MUTP since the project was conceptualised in 1994. Complete details of the public-consulting processes are provided in the Consolidated Environmental Assessment on MUTP. The brief details are provided below. Details of Public Consuiltation Process Public Conisultation Year Suggestions/Response in Brief Survey of Publc Athtude' 1994 as part of CTS Support tor Public transport improvement schemes/ projects and road uifrastructure PubLic ConLsultation dunng EA of Jitme 1997 Approach and methodology adopted was fine- MUTP tuned as per the suggestions given during the process Contsultation dttung R&R September 2001 As part of Baseline Socio-economic survey the NGO's explaiied the project details to the conmunuty affected Consultationd uring Updated EA November 2000 Impact of ongouig developmental works were to oni MUTP be considered while designing the EMP for MUTP sub-projects Insttutional anaangements wei e I equested ui more detail Pubhc Consultation during Novenmber 2001 A consultation process was exdusively conducted preparation ot Consohidated EA for the project-affected persons The Pubhc Consultaton during Novenmber 2001 A consultabon process was exclusively conducted pieparation ot Consohdated EA for the general pubhc The From the various Public consultation processes, the major issues that has emerged include: ERM INDIA MMKDA EXECS UMNI/FRK/EA&EMPOFJVLR/MUMIBAI /JUNE02 XXVII * Public concem over delay in implementng the MUTP * Because of delay, many felt that planning MUTP on the basis of CTS carried out mi 1994 may not be appropriate. * Strong case was made for providing adequate facilities and safety to pedestrians from the burgeoning vehicular traffic * Public concern about decreasing Public transport system' role in MMR * Railway station area improvement schemes were desired for easy use * EMPs prepared were appreciated m general. However, for effective implementaton of EMP, dissemination of information was sought tuhough electromc media and through NGO and CBO. The details of action taken by MMRDA after the Public consultation process has been presented in Consolidated EA report on MUTP prepared by MMRDA. ERM INDIA MMRDA EXECSUMM/FR/EA&EMP OFJVLR/MuMB1A/JUNE02 XXVIII INTRODUCTION Environmental Resouices Managemenit Indlia (ERRM) hias been retainedl by Mumlibai Meti opolitan- Region Development AuLhority (MMRDA) for cai rying out Independent Review alldL uLpdate of the reporLt on Elnvironmiental Assessmenlt (EA) andt Enviroinimienital Management I'lan (EMP) of Jogeslhwari-Vikhiroli Link Road (JVLR) prepaied by Consulting Engineering Services (CES) in Janualy 2002 JVLR project hlas been proposedl as a sub-projecL undler thie World Bank funded Mumbai Urban Transport Project (MUTP) OVERVIEW OFM UMPAI URBAN TRANSPORT PIROIECT(MLITP) N'lumbai, over the lasl few clecadLes, hias em1ergecd as tie financial andi commeicial capital of India. Greater M/lumbat's population that was aroudli 4 mullioll in 1961 is now around1 11.9 millioni in 2001. The urbani growtih lias spread beyonid ilhe bounldariies of Municipal Corporation of Greater Mumbai (MCGM) in lihe nortLlern, noi'th-eastei n ald eastern directions mainly along tie subuLban rail coridloILrs to form-l Mumbai Metiopolilani Region (MMR). Greatei Mumnbai lhas an area of 438 sq. km and a populationi of 11.9 million andc thie MMR hias an area of 4354 Sl km andL a population of about 18 millioni By 201 I, MMR is expectedl to hiave a populationi of 22 million. MMR generates aboult 5% of natolial GDIP andL contributes to over one tlihid of lindia's tax ievenues. Mumbai hias a uniique distinction of satisfyinig 88 % of its peak period travel dcemand tlirough public tranlspoIrl suchi as suburban- trains and1 buses. Of thle remaininig 12% peak travel dtemaind, taxis and private velhicles meet 7 % andl 5 % of the dlemanLd respectively. AltlhouLglh these pioportions are estimated to remain rnoie or less same unitil 2011 (with public transport sector lallinyg marginally fiom 88% to 85 %), the numilber of public transport trips in the peak period will rise substalitially given le conliluedl rise uI populaio.L In lterms of p ubilc tiansport, suburban rail seivices cairy close to 6 million- passengers per day BLus services are provided by Brihian Mumbai Electric Supply and Transpor-t Under takinig (BEST), with 3000 buses, andc cater lo 4.5 millionl journeys per lay, of whiicih approximately 60 % are coninected wilit riail Jounieys. Tlle rail net-work comprises Westernl Railway, Cenhtal Railway anid Harbour Lines. On1 Western Railway, there are two corridors (ouLe con tido, con ilpi-ises a pair (of ties) between CIlurcligaLe and Borivali andl one corrl'idoir beyoind Borivall Lip to Virar. On Central Railway, there are two coriiidors between Cliliatrapati Shivaji Terminial (CST) and Kalyan antd on Harbor Line there is a single corridor from CST to Andclieri with a branicih to Kurla - Belapur. The road neLwork in Mumbai is predoniiariLly ladial along Ltie peninsula anid comprises thriee main corrildors - Western, Easterin, antd the Central in the Island City and two corridors in thle suburbs. The numllber of registere-d vehicles in GreaterN Munmbai grew from 308,881 in 1981 to 628,488 in 1991and 859,734 in 1998 Itis estimilated that the number was 1,048,734 in 20(01. As a result of populationi growth andcl incease in private ownership of vehiicles, public transport li undcer severe stress For example, raLins tihat hiave tlie rated capacity of 2600 passenygers car ryv over 450(0 passengel s lurIng, peak 11ouLr s Buses III;N I 1\1>l\NINIRI )A I IN\I Pil/I A&I NIP01 JVI 02/N II \I/L\'F U2 too aic OV'eC ICoWded Luillg peak pei od. Over-aged Luses (50() out of a fleet of 3000) ailnd Ilci easing pi ivale vehicle ownership paiI iculaI ly Of tovo andl thi cc wtheeler' vehicles wilth two stroke enginies have giveni r ise to increased Li affic congestlion and air and noise pollution Until now, solutiols to Mumbal's acute transport piroblems have been hiinldereed by the likely magnituLde of displacemelit and iesettle'ment of slum dtwelleis by the fiagmentation of institutiolial responsibilities andl the inadequacy of financial resources. The tianspor-t challenges of MlumIrbai are compouLncded by tile fact tilat over 50 %1/0 of Mumbai's population1 live in sqtiuatter settlemeints Thlese settlemenits are most often located on publicly owned landc ancd lancl reseivec' for public piii poses in the master plans, including the lancl reseived for roadIs, road widening and along thle r ail tTacks Managinig the resettlement and rehabilitationi of a large numilber ol houselholds and businesses, ther efore, becomes a critical part of most transpoi t projects In response to the emerging tranispor t crisis, MuiLbai MetropoliLani Regional Developmeint Authority (MMRDA) - the regionial planniniig and coordinating agenicy- wvas mandated to p repar e a tranispoi t sector developmrient. strategy "Coiplleiehesive Ti ansporL StraLegy (CTS)" was preparecd In 1994, providing a stiategic fiamernwork for thie tianisport sector of MMR Three strategic altei natives w,veie examined to meet the piojected travel demanid in MNIMR viz. * PIublic Tlr anspoi t - PT, * Public Transport withi Demand Mlaianagemilenit in the lsland Citv - PT+DMVI; anld * Road Investimenit - RI. The stiategic alternative of PT+DM is found to be the optimal strategy froill a nunmbei of perspectives as outlIned in lhe various environmeintal ieports piepared by MMRDA. The CTS clearly establishied the guiding principles that are still valid for transport sector toclay, namely that thie investment priority must be accorded to public transport, partcularly suburban railway; r oad investmenit should concentr-ate on imilpr'ovinig east-west rioad links in the suburbs along withi the Road Oveir Bridges (ROB) thiat replace the existinig level ciossiIngs onl the railways; andL inthe lslanl City wheree congestioni is likely to be acute ancl there is inaCdeqiuate space for expandling i oadt netwoi k, Liemandc managemiient measures need to be acdopted. Thle project componenits proposed foi implementation undere the Muimibai Urban Tranispor-t Project (MUTP) have been selected within the framewvork of this strategy. Thei efore on the basis of tlie framework developed uncler lhe C1'S lhe followilig project componenits lhave been icdentified for implementation under MUTP Rail 711aispolrt Collipzlielwt * Railwvay System - Capacity Optimizationi and Enhancemenit; * Setting up new corridoi s along existing ones, andt * Puichase of roliling stock. I RN l1 N lit VA . I iV\\ R[ r/ LA M i'ol IV[ K/NIu,xi\i /Iu\ '02 2 Roii - -i-iilo- Cou oiet * Road TITrals_oi IL - TraflIc InIIaiagenent ([I/I) and Ielaed measures, IIcludILg ai ea traffic conti ol (tialfic sigigal SystemIlS), bLuS prioi itx' anlLd raziil stationi area Lransport integration, * Road Transpoi t - Infrastructure, inCluding oadIs anld ioad ovei r ail bridgeS, * Road Tiansport - Equipment (procuremenit of buses) Resctille 'ieiL'Iit vItd ReCliabdlitatin * ConsirLUCtiOn1 or puurchase of about 20,000 permanenit dw%velling units; * ConsirLuctioll of about 6000 transit LIwellng units; andi * Land acquisitioni anid R & R assistanice. 1.1.2 Descri-ptioni of the Roa,d Transport Comtponent of MLITP The road componienL of MUTP seeks to strengtheni the capacity of the MICGM/ for traffic manaagemenlt, polIcy andl regulationi, andl su,pport specifIc inveslments In traffic m1aniagemilenit, tiaffic signals, east-west coninectinig roacis andl rall gladle separations. The project will also suppor lthe l3riBian Mumbai Electi ic supply an1dl Tliaispor t Under-takin1g (BEST) in impr ovinig its efficienlcy and capacity of service provision tIlhoughi linstitutiol Z1i lefolrIIs anld pi ocUrenienLt of cnivironmilent- fl lendll andc user-fri-endly bLuses h'llrouglgh this component the pr'OJCCt would hCelp N4MRDA improve tlhe systems for developing strategies and policies for effective traffic/ transpor-t planaing for MMR inclucinig their implementation througl demiianid maniagemenit antd user prlicing. The phlysical woi kS Ulndei lhis coimponIent, which 'CeqUII'C I eview of environimenital and social issues depending upon the nature and scope of woik, includle: * Jogeslhwari - Vikhioli Link Road (JVLR). This corridlor includes two flyovers being constructed by Maharashtra State Road Developmncilt Corporation (MSRDC), whiclh are not being financed through MUTP. * Santa Cruz - Chemilbur Link Road (SCLR). * ConstlrUCtilOn of 3 ROBs at Jogeshvwari- - Sou.th, Jogeshwai i- North and at Viklhroli. * Pedestilan sub-ways, footpalhs ancl otlhe pedestriani facilities * Station Area Traffic ImprovemenL Schemes (SATIS). * Bus Procurement. Pedlestrian Underpasses ani otlhe facilities andl SATIS expectecl to have only VerV lI1itted eInviioniimental ISSUeS dkurinig constructioni and bus plocuremient will have positive impact due to environment firienidlv buses 1.2 CHRONOLOGY OF VARIOUS S711DIES ON IVLR PROJECT On the Jogeshivari-Vikhroli Link Road (JVLR) pioject icfentified ulider N'IUTP, a numi'bei of prepaiatory studies have been carriedl out by MMRDA. ERNI 1\I/)1 NINIRI1A FIN\L I- IfI /A& I' \llWt1 IVI,R/NIF.l I:\I /iLNI '(02 MMRDQ hadc appointed A IC Montgomlery-Watsonl ConsUltants (In1dia) Pvt Iltd lo un-1dertake pieparation of the Environmental Assessmenit (EA) for tlie Mu/lUl bai Urbani Tlansportl Project (MUTl'), in accordlaice with VWorldL Bank Opeicitional Policy (tlien called Operational [)irecLive 4 01) on EnvironmenLal Assessmelit. This E-\ plocess resulted in iie pieparation of Sectoral-Level'Environimenital Assessmenit (SlIEA), Prograrimmatic lIevel Envi ron mental AssessmenL (PILEA), andl Nls\icro-Level lnviroiinmenital Assessmenit (MLIEA) 'I'le SLEA w-as a straei',wL assessiment, while the PLEAs wvere prepared foi simall genei ic sub-projects like flyovers, Road Ovei Bridges (ROBs) and Road Under Bridges (RUBs). MlEAs uwel e pi epareci for larger sub-projects like road wicleilig and extensionis These stuiles weie ulnldertaken betweeil 1996 and 1998 and resulted in several oulpults Incluti-lga s;nitlesized final JepotL As a pai tof tiis exercise tlie ILEA of Jogeshvwari - \"ikhroli l Lnk Road (JVLR) was cai irleLl OUt Tlle alignmient of lihe sLibject piojecL road - JVLR - is piesenitecl as Figiure 1.1. As tile MLEA and associated EMP of JVI-R were pi eparedt in 1'998, M NIMRDA/rVlSRDC' appointed CES to prepale upda ted NI LEA report (h1encefor tlh, tllis repoi t is refeiied to as "CES icltim /"). CES.has prepalied updated MLEA report takiilg Inlto accoult tile cilanges in baseltie eilviioilnleiltal co0n10tionls since 1998 and also tile cllanges/ mIllno alterations in technical pi oposals of the project CE S coiLducted a baseline survey in November 2001 ald submitted Ile dilaft updaLed EA/ EMP report to) MNMRDA In January 2(0(02 for ieview/con-nents. This report, is thus a result of ain iiclependeilt review and update of EA/ ENIP Report prepared by CES in January 2002. NMIN/lRDA lhas also prepared a Final ConsoliLlatedi Environimenit Assessment (EA) RepoiL Oil MI UTP, 2002, based oil tile preparatory study leports on various sub-piojects iCleltified unldel MUTP Thle finidiniigs and iecorinlendations of this repoltIlas been incorporated in tlle Final Coilsolidated EA Report oil MUTP, 2002. 1.3 POLICYAND LEGAL FRAM1EWVORK TIle projecL will be inlplemientLecl unceiir tile applicable Indilian legal flaniework and will also comply with the safeguard ppolicies of lhe Woi Icl Bank I'lle preseilt ENlIP report for JVLR project hlas been prepared in Ilile witil tile Policy andi Legal framiewvoi k formulated foi Lile MUTP by M/1MRDA. Tlle Policy and Legal fiamewvoi k for tile NIIUTP as outined in tile Consolicda ted EA Ieport on TOMU VP, 2002 hlas been preseniLed mi Annex A. TIle applicable legal anid policy framewV\oi k for JVIR Project is described below 1.3.1 Applicable Indiani Legnl 1?eql iremiien ts ille applicable Jildcian legal franlework is listect below: Legislalion related to Environment (1)' Is.Il11itiSatl(dll}xl1litleC-itlal0l(IlI:):t1etelilel'01btlll lhilltlig A),Clkx 0 t-ltlel\Vl k IRMI I\I%I NINIIRIDA I IN\ Ri \1i'/I,A&I.NII' i IVL.K/NIUmiAI /IU\I t)' 4 PA I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ A ~~~~~~~~ANMUNIBAI #) iJ T~~~~~~~~~4 ERM India Private Limited JVLR Project road Project: EA/ EMP report on JVLR project under MUTP T Source Conisol,dated EA report o,i MUTP Pro)ect, MMRDA, Client: Mumbai Metropolitan Region Development Authority January 2002 Title *Key map showingJVLR alignment ER N4 F;Zm reER M Envij'ionmcrental (Protection) Act, 1986 and assoiclatedl Iiles anid notilications undeL thlie act Coastal Regulation Zone Notification, 199-1 The MalhaLashtra (Ui ban Areas)' Preservation of Trees Act, 1975 Legislation related to Resettlemzent and Rehabilitation * Land Accluisition Acl 1894 (LA Act). I\lalharaslitr a Regionial andl lTowni Planinilg Act, 1966 (MR&TP Act) DevelopmeniL Contiol Regulations for Grealer Mumbai 1991 (DCRs). Tlle NMlalharashitra Co-operative Societies Act 1960. For JVLR pioject only the folloWing W'Vorld bank policies are applicable and the deLails of these aie further described in Aninex A: * Environmental Assessmenit (OP 4.01) * Cultiral piroperty (OP 4 11) * Involulitary ResettlemnenL (OD 4 30) 1.4 LAYOUT OF I'IIE RaI-r The reiaindlei of the i eporL IS laid OUL d,S follows S'cthlol 2 presenits the subject JVLR project road background details viz., location, details of existing cross-drainage (CD) stiLuctues, wi(ideninig aihd ihiprovement proposals, alternale proposals analysed, otlier project proposals, envisaged constiuction program for implemenitationi, and description of other ongoinig developimeniltal works along JVLR. Sectioni 3 piesents baseline environnmental status for various parameLeis and site-specific issues along the JVLR project corriclor. Tlhis section also presents the status in 1996 as was reported in MLEA documenit and compares the same With Cuirrent baselmie status Sectwoni 4 presenlts valious Identified impacts, which vary in magnit-ude, clurationi and natuLre, on1 various environmental parameteis andl site-specific issues both dur ing project constLuction and operation plhases anld the recomi-melnLledi mitigationi measuLes Sectioll 5 piesenits the recommended EMP, both for coinstIuctiOnl and operationi plhases of the project. TIls sectioni also preseniLs suitable environimenital moniitoriig plan/ schedule for the key environimiienital impacts; key performance indicators during pi oject iiplemilenitatiohi; recomlumended EMP repoitmig schiedule and ready-to-use formats; design related chianges, if'any; measures foi environmiiiental enhdanicemenit of the aiea/site; and lnshtutionial strengthiening/ Capacity building required. LKNI 11I1' NINIRMA I \,\i R Ir'/l M! Nli'tli JVL\ R/NL U\; \I /it I '1)2 6 SccliOII 6 pI esenIts tlhe sulinary dletails of Public Consiultationi process carried out for the Mumbai Urban Transport Project. The Anniexe to this report include: AinLe'x A Policy and Legal framework identified for MUTP Ainie 13 Strip Plan maps of Lhe JVLR project coInI idor- Aninlex C Drawings pei taiming to various improvemenits and wideninlg proposals of JVLR project. AniiLex D Baseline monitoring report. Ainle-x E Ambient air quality moodellinig results AninLex F Ambient noise quality modellinig results. Aninlex G Reporting Format for EMP implementation status. A UnexL H Environimenital management measures for ongoing grade separator woorks alongi JVLR ERNI INDIA MNIRDA FIN \I. Rn'/EA&E*L>IRO(JVLR/NiuliIMAI /IUNI o)2 2 JVLR PROIECT BA CKGROUND AND PROPOSALS 2.1 PROIECT DESCRIPTION In 1994, a Comprehensive transpor t plan was prepared by MMRDA to arresl and improve the deteriorating transport condition in the Mu-ibai Metropolitan Region. Under Lhis stuLdy, several road componenits were selected for improvement. Jogeshwari - Vikhroli link road (JVLR) conunecting Western Express Highway (WEH) and Eastern Express Highway (EEH) is one of tlhe roacls selected for improvement The wideninig and improvement of JVLR hlas been since then taken up under the World Bank funded1 MUTP. The project proponenl - MMRDA - has carrned out various preparatory studies on JVLR project which include. * Feasibility study and detailed project report, 1998 * I\licro-level enviionmental assessment (MLEA), 1998 * Baseline socio-economic survZey (BSES) of the project corridor, 1996 * Rehabilitation action plan (RAP) and Conimunity environment managemenl plan (CEMP), 1998 * Relhabilitation Implementation Plan (RIP), Draft report, January 2002 However, in view of the consiclerable passage of time, MMRDA and the project- implementin-g agency (MSRDC) reviewed and updated all the preparatory study reports. This Environmental Assessment and Environmental management plan report is thus an update of the MLEA report prepared by AIC Watson Consultants (AIC) ui March 1998 and CES Report prepared in January 2002. 2.1.1 Project Roadi Backgroid Litnk roads colnnecting WEH and EEH are the major arterial roads of the Mumbai suburbani road network. Both WEH and EEH run along north to south direchon and are parallel in certain sections. The existing JVLR became operational in 1994. Prior to 1994, access was possible from Andheri - East througlh Mar ol ai ea and up to Kamal Amrolhi studio on the western side. On the eastern side, access was possible from LBS Marg (Gandhmagar square) and up to Indtan InstituLLe of Technology (lIT) campus. In mnd 1980s, the section between IIT campus and Saki VLhar road was conunected south of Powai Lake. The final two-lane wide lik, conunectuig Kamal Anuohi studio and Saki Vihar Road, was constructed ui 1994. In the preparatory study reports, the entire project road starting from WEHI and ending at EEH has been divided mito three sections, possibly for easy referelnce and understanduig. The sections identified include: Sectiont 1: The segment of JVLR which starts from WEH junction and ends at Saki Vihar road junction (near L&T Factory) has been referred as Sectioll 1 of JVLR. The length of this section is 4.9 km. This section bein-g located on the western side is also referred as Westerni section of JVLR. Existing carriageway of the westerin section of JVLR is a two-lane road consisting of 7-im wide asphalted carriageway with 2.5m wide shoulders. LIM l)lh\ iM iRI.)A FIN \1L Ri[ r/EA&FMi' JVLN/N1L.\iII \1 /ILIX I '02 8 Section Il: TIle segmenit of JVLR which starts from Saki vihar ioad LunctLion andl ends at LBS mar g junction (near Gandhii nagar sqLuaie) has been referred as Sectioi 11 of JVLR. This section being located ui the iiLddle of- entire JVLR is also referred as Middlle sectioni of JVLPR Th-e lengtlh of middle section is 4.3 km. Bai ring a length of about one kilometre, Lthe entire muidllle section of JVLR hias been widened by BMC to a cross-section wicdth of six lanes. The existing 6-lane carriageway has no central median except for a stretclh opposite IIT Powai. Out of six lanes, four centr al lanes have been constructed witlh flexible bituiunous concrete anid outernmost lanes on either side have been asphalted. Section Ill. The segment of JVLr, which starts from LBS marg junction (Gandhinagar square) ancd ends at EEH junction, has been referred as Seclioni I1 of JVLR. This section being located on the eastern side is also referred as Eastern sectioni of JVLR. The length of eastern section is 1.1 km - the shortest among the tlhree sections. Thle present status of JVLR in this section is a two-lane carriageway COnlSti ucted withl bituminous concrete. Out of tlhree sections mentionecl above, Section I & Ill are under the jurisdiction of PWD and Section LI is under 13MC. The total length- of JVLR startinig from WEH and endimg at EEH is 10.3 Km. The aligtunent of existing JVLR with v,reious sections identified is slhowni in Figiure 2.1. 2.1.2 Descriptioni of tiheAligiuilenit Various physical and envirounmental attiibutes located along the three sections of JVLR are presented Hi thefollowing sub-sections. Sectiont I - WEH to Saki Vdlia Road( The western section of the road starts from east of Jay coach Factory near WEI-l junction. From WEH, the road passes through series of adjacent residential areas namely, Majeswadi, Pratap Nagar, Anand Nagar, Green fields Society, Durga Nagar and Sariput Nagar. Towards the western end of this section, a comumercial recreation park called Fantasy Land is located, on the northern side of JVLR. Towar-ds east of Fantasy land, JVLR aligns along Kamal Amrohi Studios, State Goverilnment-ownied Nursery, private-owned Matoshri Park, SEEPZ Industi ial area, BSES Office and L&T factory. Betweeni BSES and Larsen & Toubro (L&T) factory, JVLR crosses over Aaiey Farm area, Mithli River, and BMC Watel Pipelines. Towards the end of this section, JVLR aligns tharough Milind Nagar and Tungawa hutinents and meets Saki-Viiar Road opposite L&T Gate No 5. The major physical attributes found along Section I have been presented in the strip plan maps provided in Anniiex B Section 11 - Saki Vildi Ronad to LBS Marg Thie western end of middle section starts with a staggered intersection, located witlhin a distance of about 100-mn, along Saki Vihar road. The section starting ERNI "1\ MmMIRDA 0IN2I Rip!IA&i'oiJVLR/NIU hUN! '2 9 i X n gt14 eESH9NORTH ROB| JSHWARI VAKKROLI - --- - : ~ r~ JSMae -~ -0 ,1 /11 R 11 s IF 7J Xs Pha*a rmim VnCmR vfSk S.a _ 'k '"-:" RetwsayS LU c>l 6/_twg JVLR alignment - Section I (Western wection) Implementation under PhaselI JVLR alignment - Section H (Middle stion) Impementatin under Phase ERM India Private Lunited JVLR ali gnment - Section III (Eastern section) Ituplementalion under Phase I PNoject Improvement and widening of JVLR under MMT Proposed Vehicle Bridge Client Mumbai MefUopolitan Region Development Authority Grade separators under implmentation s '> Proposed grade separator ousd MUTP Til oehai-Vkrl odAlignment mapER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F ig uire 2 .1 ERtM INDLA MMRDA: FMRE/EA&FMPOPJVLRIMUmBAi/. - from thiis staggered inLersecLioni is known as Antd Sliauikaiach/r11Ha!J1 M4r>,g, WhilChI IS alignied along soutLL bank of Powai Lake. Aadil Sharikaiacliarya Marg furthl el traverses through nortlh of Hliranandani gardens, between south of lIT campus and nortlh of Panclh Kutir market area. Inside the Panch Kutii- market area, along the soutlhern edge of JVLR two I-lindu temples arc located. Immedliately after lITl campus, JVLR runs close to Hol) Trinity Church, GuLudwara (a place of worsllip for the followers of Sikh religion) and Kendriya Vidyalaya (Central School located withir Indiani Navy resiLlential complex). After crossing lIT campus, the section furtlher runs down over a steep hill to meet LBS marg at Gandhinagar square near Kanjurmarg. The mrajor physical attributes fou,nd along Section Il have been presented in the strip plan maps provided in Aniiiex B Sectioi III - LBS MA4ag to EEH Juncoiti The eastern section of JVLR starts from LBS Marg junction. Imuediately after thlis major 4-way intersection, JVLR crosses over Central railway line at about 100- metre distance. There is an exist4ng 2-lane ROB on the JVLR at this location. The ROB is located in between Kanjurmarg and Viklhroli suburban rail stations, whichi are located on the north and south of ROB respectively Immediately after the ROB, on the eastern side of it and on either- side of its embankment a sprawling slum area is located. rhe Tagore Nagar slums located on the southern side of JVLR and ROB is large in its spread and is well establislhed Tlhe area located on the northein side of ROB embankment and east of Kanjurmaig subuLbani rail station, has been identified as Relocation and ReliablWitationi site for the Project affected persons (PAP) of various railway projects, that are currently being implemented under MIUTP The land area on either side of JVLR and between ROB and EEH is essentially marshy wilh wild grass outgrowtlh to large extent. Kannuamwar nallah and many other man-made drainage channels carry considerable amount of sewage and criss-cross the marshy land area. The Tagore nagar slums and rehabilitation site are essentially marshy land reclaimed sites. The major physical attributes found along Section III have been presented tn the strip plan maps provided in Annex B. 2.2 EXISTING CROSS DRAINAGE STRUCTURES ALONG |VLR Currently there are five bridge structures located along westerni section anid two bridge structures located along eastern section of JVLR. Middle section has no buidge structures. The details of the existing bridge structures have been presented in Table 2.1. Table 2.1 Details of existinig britdges alonig IVLR # Bridges Location chainage, Kiiis Total length, nits 1 Majas Nallah 0+901 15 2 Aaiev Road 3+310 14 3 Mahim/ Mithi river 3+802 30 4 Pipeline 3i idge #1 4+032 45 2 5 Pipeline Bridge #2 4+407 31 43 6 ROB over Central iailwav line 9+300 69 ENI INDIA MNIMRI)A IINA, Ri-i/1-A&EMI'oFJVLR/NIU\w,\IA/JLNu'0)2 11 # Bridges Location chainiage, Kilis TIotal lengilh, iiis 7 Kannanwai NillIah 1(+19( 122 Nolt '-Pioic(t Ihiumage sit,l Is /Own I Vl-1 (Kins 0+000) ind ttiids at ELI-I (Kins 10+300) Soin: ec ibtt 1 1 firom CES RWpom t, Inu,, V 2002 2.3 RIGHT OF WAY ISSUES The schemiie for wideniniig and upgrading the JVLR was initiLally presented in tlhe Detailed Project Report (DPR) prepared in the year 1998. Theni, the consultants proposed upgradationi and widenin-g of JVLR within the available Right of Wav (RoW) width of 30-rn without recommulendinig geometrical improvement of JVLR sections. The main concein then was to minimise additlonal land acquisition and hence widening was proposed wMthin available RoW. However, in the developmenit plans (DP) prepared by MCGMI and PWD, DP provision of 45.7 m RoW for JVLR has been pi ovided. MSRDC - the implementing agency appointed for executing the JVLR project - wished to go foir geomet-rical improvements as well by utilising Llte 45.7-m RoW Planled Hence the same Consultants ievised the DPR, in December 2001 with an objective to. * Imprrove the vertical and horizontal geometry of JVLR at various locations to bring the geometry as per MRTH/ IRC specifications; and * Widen the existing 2-lane carriageway to 6-lane carriageway witlh central medLian. The RoW available for cohisuiction and addiitioal land corridor proposed are key issues which determines the implementahon of JVLR project. The Righlt of Way (RoW) issues as it stands today is as follows: * The RoW in possession is 30m. * Near high embankments andc deep cuttings, the available RoW is 60m T-The DP provision for JVLR corridor is 45.7m. But the time frame for acquisition of thle additional cor riidor as per DP is not known. * DPR consultan-ts have asserted that wheie tLhe proposed alignment does not deviate much from the existing road alignment, it possible to contain the widening works wiLhin the available RoW of 30m. At some locations, whlere the proposed alignment has deviated from present road aligni-nent, retaining walls 1have been proposed to containi the wideninig works withil the available RoW of 30m At locations wlhere improvement in the vei tical and hlorizontal alignmiiielnt is proposed, additional land beyond the available RoW of 30m has been proposed for acquisition. * At locations where service roads are proposed, the available RoW of 30m wide is inadequate. Hence, the constructions of service roads at tlhese sections have been proposed mi phases to match with the progranune of landc acquisition as per DP provision. I.RM1 I\nl \ N 1MIRDA l IN \l 1;11/LA& I N F JV IFI \I /JLNl 't)2 12 2.4 IMPLEMENTATION PROGRAMME oFFIVLR PROJECT T'he wlicleninig ancd improvemlenit of JVLR cor It iclor has been divided Iilto two phases of implementationi In the first phase of implenlenitaLioni, the wideninug and improvement of Sectioni I and Sectioni III will be taken up for construction. During second phase of JVLR project, the wicleniing and inmprovement of Sectioni 11 will be taken up for impleiienitationi. T1eniatively the Pliase I of JVLR p-roject is scheduled to start by September 2002 and to be completed by start of 2004. The Phase Il of JVLR project is scheduled to start one year later of Phase I implementation. The designi consultant has prepared a revised DPR for the Phase I of JVLR project. As for Phase ll of JVLR project, as pointed out in sLectitm 2.1 1, barring one kilometre length opposite IIT caiipus, rest of the muddle section is 6-laned with central median. Hence, in all probability the remainilng one kilometre lenglh will be taken up for 6-lanuing durinig P'hase -11 of JVLR project. As of now, no detailed project report has been prepared for Phase II of JVLR. It is understood that MMRDA and Project implementinig author ities (PIA) will set in motion the process of preparing DPR for Phase II of JVLR in due course of time. Thus after completion of both Phase I and P'hase II, the entire JVLR would have been 6- laned witlh central median. 2.5 PROJECTPROPOSALS 2.5.1 Reco,ninendIed Sclhemiie of Widening In Pliase I As per the recorumeieded scheme, JVLR is proposed to be widened to 3 + 3 divided carriageway. Following are the cross sectional details of the road alfter widening. Carriageway - 2 x l1m = 22m (2.5% slope) Cenlral median 1.2m (4% slope) Shoulder / Footpatlh - 2 x 2m = 4m (4% slope) Side slope = 2: 1 The total top width of the r oad will be 27.2m. The available RoW widtlh is 30m except near high embankments where available RoW is 60m. Typical cross- sectional drawin-gs of the proposed carriageway are presented in Allllnex C. Service roads have been proposed in phased maimuer at various locations along JVLR Within the available RoW width of 30-in, only 6-lane carriageway, whlicl will lequire a width of about 27.2m, can be accommodated. Since as per development plans of MCGM and PWD, a proposal for adlitional land1 corridor acquisition is in the pipeline to uicrease the RoW widLh to 45.7m, the constructiol of service roads have been proposed after the acquisition is completed. For the proposed wiLdeing and improvement of of JVLR, DPR has recommuiended the pavement as below: i) Granular Sub base - 500 mun thlick i) Wet miUx Macaclam (WMM) - 0.95 m iii) Dry lean concrete (base) - 150 mun iv) Pavenment Quality concr ete (PQC) - 330 mm ERI INDI\o MMRDA IINAI. R',1/EA&EMP cmJVLR/MIuNiTiAI/JUN,L\.2 13 The section-wise widieniing proposals in the DPR are prresenited in the folloWing sub-sectiols. The proposals pertaini to the Phase I of JVLR project. Sectioni I '. VEH to Saiki Vliar Road The exisLing two-lane asplhalledl cai liageway for a lengtlh of 4.9-kmil has been proposedl to be widened to six-lane divicdedi carriageway configuration with centr al median- dui ing the Plhase I of JVLR. Concrete pavemenit has beenl proposed for the six-lane widened carriageway. A grade separator has been proposed at SEEPZ road jntichon. Sectioni III - LBS Mang to EEH Jiuwictioli. The existuig two-lane rigict concrete pavement for a lengtlh of 1.1-kim woulcd be wildened to 2 x 3-lane divided carriageway wiLh central median durilng the Plhase I of fVLR project. Flexible pavement has been proposed for thlis section of carriageway. Widenl iiig Sclieniiefor Bridge Strucltlur-es The cross diranage structures/minor briiges located along JVLR are proposed to be widenled to 4 + 4 divided carriagewvay configuration. The dletails of widening scheeme proposed for existing briclge strucLures is presented in T able 2.2 Table 2.2 Details of Witdeniintg Sclheimie Proposedtfor Existintg Brid1ges oil JVLR # Bridges Existing structural system Wideninig scheme proposed I Majas Nallah Solid deck slab lesisting on PCC Wicleninig pioposed equally on piers Open founlcdationis both sides 2 Aaiev, Road Solid slab iesting on abutimlenits Wicdeninig proposed on boti in C R Masonry Open sides fouLidatlions 3 Mahim/ Mithiu iver Tee beami slab br idge; PCC riei s VVidenling pi oposed on both & abutments Opeen sides foundlationis 4 Pipeline Bl idge #I Tee beam slab bu idge; beams Wideninig proposed on boti suppoi tecl oni indcividual pieis sides. Giavity typeabutments Open foundations 5 Pipeline Bridge #2 Tee beam slab biidge; beams WVidening proposecd on both suppoi ted oni individual pieis sides Gi avity type abutmiielLts Open founldationis 6 ROB ovei Cential l'rest Conc Beam vwith r ciding Widening pi oposed on both arhavaN deck slab sides RCC piers with coImm111on0 piei cap, gravity type abutment Pile foulndaCEltlOil 7 Kannanrivai Nallali Solid slab restnig on PCC piers & Widening proposed on both abutmenits. Open foundationis. sides. Note. Er rsirrg r' beam slr perl sir(' rrcr l e/l *is lrr oposeil /o be rcrra~ r l ni(,l i \\ /~~~~~~~~~~~~~~~~~~~~~~~~E X \ / S10 \ L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0P \ ,// S te / # \, / T\~~~~~~~~~~~~~~~~~1 \ / I A!RWf=B= _ -S sa :zTES tSC tRoJtCl t1 ( s~~~~~~~~~~~~~~~FIG&. t , / \ V\K3N]FdlIA \O /J NYWOdQUUI! I 0390d -X\ / lIUIU ca = --f A '< OYd \N,\\\m, \ \wi___\ MNw alterationi suLggested will not 1have an impact o01 social environiment whiile improving the traffic movement across JVLR. 2.6.5 Modlificationis, in tile Horizoitial Aliginiimenit The horizontal alignmenit lhas been reviewed in consonianice with thle clhanges effected in the vertical profile at the sections mentioned in sectiont 2.6 4 In the earlier proposal, the existing road aligunment was shifted to one side whIeie thlere aie existing bridges to accomumodate new 3-lane bridge structure. During tlhe review it Is noted that available width of RoW is symmetrical about the cenLie line of existing ioad. In tlhe revised DPR, thie bridge structures have been proposed for carrying 8-lane traffic (2 lane existinig and 6 new lanes proposed). The existing bridge structures are widened equally/ symmetrically on eitlher side of centre line of tlle road The total width of each structure would be 35.2m consisting of 14.5m carriageway onl either side of median and 2.Om wide footpath. The revised proposal fully utilises the larger RoW width available near the bridges and em1baknLkment sections of JVLR and addresses the issue of future widening of JVLR to 8-lane road during wlhiclh bridges will not have to be widened. 2.7 OTHER PROJECTS BEING IMPLEMENTED IN THE SAME CORRIDOR OLITSIDE MUTP There are two flyover (grade separators) structures proposed along the alignmenet of JVLR viz., grade separators near L&T and LBS Marg. These two flyover projects are currently being implemented by MSRDC as separate packages out sicle MUTP, The flyover at SEEPZ road junction has been proposed as part of Phase I of JVLR project. The details of the flyovers outside MUTP is presented i the followuig sub-sections. GrOtl'e Separator ati Saki Viliti,' RoaIdl Jtiuictioni The alignmenit of L&T flyover at the end of Section I crosses Saki-Vlhar Road and passes tlhrouglh Larsen & Toubro campus. In order to improvise traffic flow at Saki Vihar road junction, constructioln of grade separator is undertakenl insLead of a conventional signalized crossing. The ground here rises from R L 17.50 at the junction with Saki-ViJiar Road to R.L. 22.00 at therjunction with Powai Road. A 200m long flyover is proposed consisting of one span of 40Cm and 8 spans of 20 in. The spans over Saki-Vihar Road is proposed to be 40 in consideiing possible future expansioni and Lo avoid pier just in front of entrance gate of L&T. The possible conversioni of this span uito standard spans of 20m will be studied in detailed engineering. Ground being at lower elevation on Jogeshwari side, approaches are provided withI rietauning walls, while on Powai side these are provided on embankment. A iniimuium vertical clearance of 5.5m is provided over Saki Viliar Road while 4.5m is provided inside L&T campus for free movemenit of velhicles. ERM INDIA MMRDA rIN\LRi /FA&EMPOc-JVLR/MUxm XI/ILNVO2 24 Thie flyover provides for 6 lanes divided carriageway witlh an overall widtth of 24.2im No footpatlhs are proposed on flyover as these are p#ovided on otlhe roads at.grade The constructioni of flyover is expected lo be completed witlln year 2002 Flyoz'er at LBS Mnarg Jlinctioni The alignmnent of JVLR crosses LBS road at the end of section 11. Due to heavy traffic on the JVLR as well as on LBS road and to avoid traffic congestioni, a grade separator has been proposed and is currenitly unider constlTlction phase. Lengtl of the flyover is/780( m with 15 piers & 2 abutments. Each spani is 16.4m long except an obligatory span, which is 40m in length. Length of approaclhes on Powai & EEH side is 180m and 146m respectively. At present the status of construction is just about 50% complete. The construction of flyover is expected to be completed wilthin year 2002. 2.8 ONGOING OTHER DEVELOPMENTAL PROJECTS ALONG JVLR DuLring baseline assessment some ongoing developmenital works were observed whiclh would have an impact on the proposed JVLR project of varying significance. The developmental works observed along JVLR include: * Laying of Oplical fibre conununication (OFC) cables aliiost all along JVLR on one side or either side of the existing 2-lane roadl. * Construction of grade separators at two locations on JVLR i.e., at L&T- junction and anotlher at LBS marg junction (tiiis lais 17eLn liscitsset ll ,inetaill I Sectionis 2.7). * Widen-ig work in progress in some portion of mi-itlddle section of JVLR along its southern edge, near Panchi kutir market area. Besicles, other projects, which are at various stages of implementation, will have an impact on the JVLR in futuie. The otlher developmental projects, whllclh are being imliplementecd in Lhe project region, include: * Jogeslhwari - Soutlh ROB project which is beimg implenmented under ltle ongoing MUTP would link JVLR lo SV Road. SV road is major nortl-south link traversing along western coast of MMR. * R&R site choseni opposite Kanjurmarg suburban rail station is currently being implemented under MUTP for the PAPs of railway projects. * The planned SEEPZ - Phase 11 extension which is presently under implementation near SEEPZ road junclion. * Vikhroli ROB and Jogeshwar i - North ROB projects wlhich are also to be implemented under MUTP will have impact to some extent on JVLR as they are located on the secondtary roadl network of JVLR. I:1Nl INDIA MMRDA PI"NAL R-i. /E.A&IMl' orJVLR/NMu.ii I\/JuNI,'02 25 3 BASELINE ENVIRONMENT In order to assess the baseline environmental status in thle project area, a 300-rn Wvide sludyI corridor (150-rni on eithel side of thie project road) was identified and delineated at site. Thec studLy coI ridor width of 300-rn was decideL after a caiefL review of the methocdology adopLed in the MLEA reporLt on1 JVLR project prepared in 1998 and reconn1aissance site visit The Goverunment of India policy guidelinie for conducting EA for higlhway projects specifies that a study corriclor widtlh of 7-km should be consideied during baseline and impact assessment. However, as discussed under secti lw 1.3.1, JVLR project cannot be classified under a highway project, as it is an arterial road located withui MMR Hence, the guideline may not be relevant for a project proposal consisting of improving and widening the existing road, located in an urbanised setting. In view of this, considering Lhe widtlh of immediate impacted area and impact dissipation distance, a 300-m width corridor was identified for baselmie assessment. The baseline status of the JVLR project study corridor is presented in the following sub-sections. 3.1 LAND USE The corridor of land adjacent to JVLR on1 either side is beuig put to extensive and varied use. As the Inik is developinlg ilto a major netWork connuecting EEH and WEI-I, the land use pattein along the project corir idor has unlder gone a rapid change since it was opened to traffic in 1994. Open and barrell wastelanld space available in the western antd miiiddle sections of JVLR ancl the marshy landl area in the eastern section of JVLR is being converted to residential, comtumercial antd industrial land use pattern albeit gradually. The land use pattern observed in thle study corridor is described in the following sub-sections. The regional land use pattern map of the project riegion is presented in Figutre 3. . 3.1.1 Section11 - WEH to Saki Viliar Road The lancl use pattern mi this stretch of JVLR is predominantly residential, especially the stretch along the western end of the section. Residential areas viz., Majaswadi, Pratapnagar, Ananii Nagar, Green Field Sociely, Durga Nagar and Sariput Nagar are located along the western end of Section I of JVLR. The muddle segment of this section passes through open hlliy area and Aarey Farm area. Milindt Nagar slums and Tungawa hutmeents on1 either side mark the eastern segnment of the section. Besicles residential land use, other major land uses observed along this sectioln of JVLR are viz, uindustrial, comunercial, and recreational. Major Industrial area viz., Santacruz Electronics and Export Promotion Zone (SEEPZ) is locatecl along the project road at Kms 3+070. L&T factory located at the eastern end of Section I is one major industry located along the project road. Towards lhe east of existing SEEPZ area, an extension (Phase II of SEEPZ) of the industrial promotion zone is currently being plannued antl under implementation. LRM INDIA MMRDA rixLRi '/EA&FMPor IVER/Muhl i /Iu'1)2 26 .~~ ~ *1~~~~~~~~~~~~~X L71r.1 F' A~~FsCI~i C0,'StA.. WFTNID RMIL41 AhnisTney ofe Sohnr of WJVLR CliOe MALWAY STRegion ____ Sp-ul-serc-RI51 LL cCt$rt(O - KY 0,r"J C'iCLh;L Li WJO ROAP ERM India Private Limited Alignmnent of Section I of JVLR project Widening and Improvement of JVLR Alignement of Section HI of fVLR Alignment of Section H of JVLR Client ~~~~~~~Mnmbai Metropolitan Region Development Authority Alignment of Section Ill of JVLR Title Land use pattern of the project region E R Source: PLEA report of Vikhroli ROB, March 1998 FFgure 3.1 ERM INDIA MMRDA/ 1 FNLREP/EA&EMPOFJVLR/MUmBAI ' Ar, The major phlysical aLtibuLtes observed along the project road have been depicted in the SLi ip Plan maps presented mi Anrniex B. 3.1.2 Sectiont II - Saki Vilitar Rotad to LBS Marg The land use patternin thiis sLtetclh of JVLR is predoinrianLly Institutional, residential and conumercial. Other major land use pattern observed is industiial land use along the western and eastern end of thls stietch of JVLR. A major surface water body -Powai Lake - is located along the nor Lhern edge of JVLR. The significanice and sprawl of the lake can be gauged from the fact that JVLR traverses along the southern bank of Powai Lake for a lentgth of about one kilometie. Major Institutions viz., Indian Institute of Teclunology (lIT), Maritimae Train-ing Institute, Shipping Corporation of India, Indianl Register of Shipping, and private sector consulting firm SGS India Limited are located along JVLR In this section. A major iesidential township - locally known as Hiranandaru Gardens - is also located on1 the southerni edge of JVLR, opposite Powai Lake Besides l-iranandani Garden-s, Income Tax Officers Residential colony, Coast Guard Officers Residential complex, Indian Navy Civilian Residenitial colony and a host of otlhe private residential apai tmients dot the landscape along JVLR. Near the easter n end of this section and towards the soutlhern edge of JVLR, considerable sprawl of slums is also located behind the marble polishing and retail selling uniits. These slums are located in an unplannued and haphazard mairmer along the hilly stretches and hill tops. Solid waste generated from these slum residences is regular-ly dumped along the down slope of the hills causing iniuense blemiusl to otherwise aesLhetically nice area. The land value along this stretch of JVLR is constantly increasing and is considered to be one among highlly valued locations in the metropolis of Mumbai. The major physical attributes observed along the project road have been depicted in the Stiip Plan mwaps presen-ted in AInnex B. 3.1.3 Sectioni III - LBS Maicg to EEII Jutnictiont. In this stretch of JVLR, the land area is almost vacant except for the slums near central railway tracks. The marshy and highly degraded wasteland engulfs project road from either side for most part of its lengtl. A narrow industrial land use corridor located between LBS Marg and Cential railway line and runnuing parallel to them is also observed Major inidustrial facilities belonging to Hindustan Lever Limuted, Sprite Industries and Cadilla Pharmace6ticals are located within this corridor. It is notable that part of marshy anLd wasteland site opposite Karijurmarg suburban rail station has been identified ancd chosen for resetlling some of the Project affected faiulies (PAFs) affected due to the onigo-ing railway projects that are being implemented under the World Bank funded MUTP. Implementation of tLhe subject project of this report - JVLR project - is also proposed for iimplementation under MUTP. With the implementation of various R&R and CEMP measures proposed and recommended for this resettlement site, the lanid use pattern along northerni edge of JVLR stretch will have be altered. The major l RNI 1,) \ NIIRI.)A l IN XL Rt l>/LA&LM OrJVI/NU.IAI /JUNI '12 28 physical attributes observed along the projecl road have been depicteLl in Ltle Strip Plan maps pr esenLed m Annex B 3.2 TERRAIN & GEOLOGY The western section of JVLR passes Ltiiough a sliglhtly rolling terraill encountei ing a few steep slopes (max, slope bemig 6.5%) In the miuddle section, the Ler ra-in is slightly rolluig, but the road aligtunent passes over almost level grouncl from L&T factory to lIT campus. Beyond lIT campus, the aligiunent r'tiins down over a steep hill furtlhei to meet LBS Road. The eastern section passes througlh almost flat terrain except for the elevated emblankmenl of the ROB over central railway tracks The geology of the legion is typical of the westerni coast i.e. clayey soil underlain by basalt rock formations. 3.3 DRAINAGE SYSTEM IN THIE PROJECT REGION The JVLR section -t dr-ains thiough Oshiwara r iver and Mithi rilver systems. Eacl system has its own network of tributaries and chanunels (nallalhs) across JVLR. The complete netwoi k of cdrainiage system is as follows * Oshiwara river * Via WEH drain system - At Kms 0+000 * Via Majas Nallah - At Kms 0+900 * Mithi river * Directly into Mithi river - At Kms 3+800 * Via drainage channiel at pipeline bridge #2 - At Kms 4+030 * Via Saki Vihar road drainiage system - At Kiis 4+900 The Oshiwara river flows east into thle sea and Mithi river flows soutlh mto Mahim creek. As for Section -2 of JVIR, the existing road dIrains to the following systems: Powai lake - a major surface water bocly between Kms 5+000 to 6+200 Mitlhi river * Via Saki vihar road drainage system - At kms 4+900 * Kannamwar nagar nallah * Via LBS marg drainage system - At kms 9+300 As for JVLR Section-3, the project road drains to the following existing systems: Kanuamrwai Nagar Nallah * Directly to Kann-amwar nagar nallah - Kms 10+190 * Via LBS marg drainiage system - Knms 9+300 3.3.1 Status of ExistinigRoadside Drains Along section 1 of JVLR, existing 2-lane carriageway has been provided with open roadside drains along thie stretclhes that pass through habitations. Roadside drains are found on1 one side or either side of the road between Pratap nagal CRNI INDIA -IvIRD 1 INAI Rrr/LA&I:NW ul JVMf/RDuA \I /lUNi. 02 29 (Kms 0+000) to Poonanri nagar road junction (Kms 2+000). Between Kms 2+000 to 4+900 i.e end of section 1 of JVLR no roadsidc dlains are fould. Thlroughout the section 1 of JVLR, no localisecl flooding has been repor-ted except dIUIing micessant rains lastuig for more thaan a week at a stretch. There are no low-lyving areas along JVLR that are not conunected to dr-ainage system. Along section 2, roadside drains have been provilded on etfl,er side neai IIT campus andl one side near the stretches opposite Hiraniandanai gardens. The downl side of the hill section does not have roadside drains. Along section 3, roadside drains have not been provided along existing 2-lane carriagewvay. Thioughout the section 3 of JVLR, no localised floodinig has been reported except durnig incessant rains lasting for more than a week at a stretch. There are no low-lying areas along JVLR that are not connected to drainage systenm. 3.4 METEOROLOGY In order to assess the baseline status with respect to meteorology and climate issues, seconidary data from Santacruz meteorology observatory of lndliail Meteorology Departmenet (IMD).was collected. This observatoiy located at abouL thlee kilometies from lhe project road is the nearest observatory maLitained by IMD. Basedl on the data collected from tlhe IMD observatory at Santacruz, a discussion on the meteor ological environiment of the project area is presented below. 3.4.1 Seasonis The study area experiences tropical savana climate. The moderatuig effects of the nearby sea and the fairly high amount of relative humidity in the atnosplhere have restricted the variability. The four seasons that are normally observed in tlhe area are as follows: Winter, Dec - Feb Pre-inonsooin (summer) March - May Monsoon June - Septemiber Post-monsooln Oct - Nov. 3.4.2 Teinperature Seasonal variations in temperature follow closely the course of the Sun The month of January is invariably the coldest and May the warmest montl. With the onset of monsoon in early June, there is a reversal of temperature curve and the temperature during the period of monsoon remamis very uniform at about 27'C. During post-monsoon season, the temperature slightly increases above 27"C, but gradually falls by the start of January. On an average, the temperature durilng suiuner months varies from 270 C to 350 C, while in winler it ranges from 17" C to 19" C. Highest temperature recorded in lhe region is 40.6"C. E ZRI INPI \ NM IRDA I INm. Ri i'/L A&I Nlo'oi JVLNR/MumIoIJ /Ju\ '-02 30 3.4.3 Relatiive HIu-Innidity The Relative Humidity ranges between 63% to 80% in the monsoon period. Between Noveimber to January i.e. during wvinter montls, the relative hunmdity varies from 57% to 72%. The relative humiiidity generally is hligher than 60% througlhout Lthe year. 3.4.4 Rainfall Monsooln generally sets in around the second week of June and continues till late September. July anid August are the wettest month all over the region. There is hardly a day witlhout ramu during these two montls. Towaids the later part of the season, as the freqluency of rain decreases, the project area experienlces oppressive hot weather associated with high relative humidity. It receives rainfall during southwest monsoon season. The average rauifall received ranges from 1850 mm to 2000 llUIl in a year. 3.4.5 Windf Directioii and(t Speed1 The predominant direction of wind during the month of October to May is from North-East in the morning hours and Nortlh-West cluinlg the eveuiing hours. However, during the monsoon montlh's i. e June to September, the winid is predomiunantly from soutlhwest qluarter, both durinig morninlg and eveninlg hours The maximum wind speeds hlave been obseived for most of the time during the year from North-West quarter, especially durilng south-west monsoon period. During otlher seasons, wincd speed is generally moderate. 3.5 TRAFFIc AND TRANSPORT In ordler to assess the traffic volume across the existtng JVLR, a Classified1 traffic volume (CTV) surve) was carriied out at two locations - one alonig wester n section anid other alonig eastern section of JVLR durinlg November 2001 During February 2002, CTV survey was conducted at two more locations viz., SEEPZ road jun-ctioin and LBS marg junction. The detailed CTV results are presented in Aniniex D. The summunary results of CTV survey is reportecd in Table 3.1 Table 3.1 Summiiiiacriy Results of CTV Suirvey SEEPZ Diiliy traffic voIiile inictwn* Westerni Middic EasteCIii (boythwnays) SEEPZ IVLR sectIon# SCctwVS* scction# roid V 2-wheelejs 1772 5795 5490 14021 7898 3-wheeleis 2279 7312 6675 19805 6141 Cal/Jeep/Taxi 2317 8039 6471 21811 12346 Buses 257 1841 1991 4081 1472 -1-iucks/ Tiempo 11220 3890 4301 8865 7057 Total 2-way traffic 7745 26877 24928 68583 34914 Note - Data f out ERA' I,i,cto 'd (V survey i, I-ebiui 2002 # - Data ji vi- C co,,dndeTl/ survey ,i, Novemnbet 2001 ERN1 IN)IA MMI )A FINAl.RiZrr/ i;A&iMI'orJVI.R/MuXio.\li/IuNcIt)2 31 Thlie velhicles passing through the JVLR were classified into Hleavy commuercial vehicles (Trucks/ tempo), light commulercial and personal vehicles (Car/ jeep/ taxi), Buses, 2-wheelers, and 3-wheelers. The CTV survey was carried out for one day at the above-said locations. C-rV suir-vey r esulLs slhow tlhaL the iruddlLe section of JVLR carriies more t affic when compared to otlher two sections of JVLR. JVLR is used by all modLes of vehlicular traffic consildeably. Daily traffic volume of 2-wheelers, 3-whleelers anvd liglht 4-wlheelers is considerably hiighi ovei the otlher modes of velhicles The SEEPZ road traffic was also counted durinig t[le CTV survey carried out in February 2002 as a flyover is being proposed at this T-shaped junictioni. In orier to justify the flyover proposal at this junction, a CTV survey was carried out. The CTV riesults at thiis junction midicate that a daily traffic volume of bout 7745 vehicles is plying on thlis road. The light commercial and personal vehicles along witlh 3-wheelers comprise more lhani 50% of the daily traffic volume on Lhils road. This could be due to movement of industrial workers/ employees Besides, the SEEPZ road linlks Lhe JVLR with otlher major east to west Imk knownl as Kurla - Andlheri road located soutlh of JVLR. Kurla - Andheri road also carries heavy traffic witlh many major intersections along thle way. To avoid traffic overcrowding and congestion on this road, a portion of traffic volume destined towards northern suburban region diverts to JVLR tlhr ouglh SEEPZ road. The implementation of JVLR project will have an inSduced impact of attTacting more such diverted traffic from Kurla - Andheri road. The MLEA study on JVLR project car riied out in March 1998 has predlicted daily traffic volume for the years 2001 and 2011. The predicled traffic volume at various sections of JVLR is presented below in Table 3.2 Table 3.2 Traffic Projectiouts oni VLR for tihe Years 2001 & 2011 Daily tr-affic volntinle Westerni sectiont Middle seciloni Eastern1 section (botlinvais) 2001 2011 2001 2011 2001 2011 2-wheelers 4435 9143 7914 16312 5068 10445 3-w.lheeleis 8196 16892 20644 42549 4377 9020 Cat/Jeep/Taxi 6672 13751 16171 33330 21284 43867 Buises 742 1530 3249 6696 580 1196 Tiucks/ Tempo 7647 15759 17455 35976 880 1813 Total 2-wvay traffic 27692 57075 67386* 138885* 32189 66342 Sonirc AMILEA of I VLR. A i, 1998, - 7Mach , includes clJcles anld hland cn1, is A comparative analysis was carried out between the predicted traffic volume figures and obseived figures in the yeai 2001 witlh an objective to assess the accuracy of the traffic prediction. Results of the analysis are presented in TIable 3.3. ElRNI INDIA M\IIRD,\ IINAI. I ./LA*I OIJVLR/N'IL.\IB,\I /IUXI:Q2 32 Talble 3.3 Coin parisoni of Predicted andi1 olbservedl Traffic Voliiile oin JVLRfor 1lie Yeatr 2001 Dibotli,iaiff vsI)tnic Westcri section Mid(Ile sectionl EasterI section (botJ,wat(ls) Obls'ii'id Ple'ctedw Obselci- I'elPredcte'd Obse'rv'ed IPtt lCdlded 2-wheeleis 5490 4435 14021 7914 7898 5068 3-wheeleis 6675 8196 19805 20644 6141 4377 Cai/Jeep/Taxi 6471 6672 2181-1 16171 12346 21284 13uses 1991 742 4081 3249 1472 580 lLucks/ Tempo 4301 7647 8865 17455 7057 880 Total 2-way traffic 24928 27692 68583 67386* 34914 32189 9.98'/Y 1.78/, 8.47"/, Difference in the less tl1e iedicteci moie tLle piedicied inoie the predicLte axalue Value value Soetce AM1LEA of IVLR, Ma,mlI, 1998, '- Totil tnclide's tycl,s anidit ha)idt liats The predictioni seems to be more accurate for the muddle section of JVLR thani other two sections even tlhough predictions are fairly accurate inl all sections. In thle muddle section of JVLR, the claily traffic volume of 2-wheelers observed is almost double the predicted value while it is exactly the opposiLe in the case of heavy commercial vehicles (Trucks/tempo). However, thle predictions had assumedl that by 2001 tlhe JVLR project would, have been completed;,which is nlot the case. Hence, tLhe volume of heavy conmuercial vehicles may increase once the project comes into operation stage considerinig the importance of JVLR link in MMR. 3.5.1 Accidenzt Hazards an1d Safety Statistical data on traffic accidents along JVLR could not be collected. However, during Baseline Socio-econoniic survey (BSES) conducted in February 1996, as pal t of preparing the final RAP andl CEMP report, road acciden-ts uivolving sclhool chlildreni has been reported by the residents of the habitations located adjacenit to Section 1 of JVLR. They have cited Lhe absence of pedestrian crossinig in the existing JVLR as thie majol reasonl for the repoi ted accidenlts In other inhabited sections, no such accident hazards have been reported in tlhe RAP report. The rolling terrain and constricted widtlh available for traffic movement is a constraint for cruising at higher speeds. Moreover, nearly 30,000 to 60,000 vehicles travel thlough- the 2-lane JVLR in a day. Due to this traffic snarls and congestion occurs frequently. As a blessing in disguise incessant traffic congestion and slow vehicle speeds fortunately avoids the possibilities for accidents Basecd onl the location of inhdabitecd areas along JVLR, the'accident-prone zones could be the following: Inhiabitecd stretclh between Kms 0+000 to Kmns 2+000 * Inhabited stretch near Knis 3+000 * linhabited stretch near Kims 4+800 * Inhabited stretcl between Kms 5+500 to Kms 9+300 * Hill sectioni near Kamal Anuolhi studios LRNI N\ut MM RDA IWINAI '/LA&I' o,JV LR/ NiHAl/IUNio2 33 * Hill section east of lIT campus All major intersections and junctioiis are provILded withl tiraffic signials. TIe traffic movemeent is enforced witlh the traffic police manmnig all these juncctons for major pai t of the day Because of these reasons traffic intersections/ junctions along JVLR are mostly free of major accidents. 3.6 WATER ENVIRONMENT 3.6.1 PresenIce of Suriface Water Bodies Due to undulating and slightly rolling terrain in the project study area, natural depressions has/formed few surface water bodies viz., a monsoon fecl river, natural drainage clhannels ancd a major surface water body along JVLR sections. The surface water bodies, which lie close to the project road, are as below: Part of JVLR Waiter bodly ChimiiiagC Sectioni I NMaljas nallall At Kms 0+901 Sectlon I Nlith0i/ Nlahim river At Kmls 3+802 Seclioni 11 I'owai lake At Kniis 5+900 Section II Kanniamwvai nallahi At Kmls 10+190 All the water bodies are maii-dy monsoon fed. Hence, except during monsoon montlhs, the water bodies are used for sewage and other liqLuid waste transpor t and disposal. Except for draitving the project area duriing monsoon monlths and carrying sewage, these water bodies do not serve any otheer purpose to the habitations living nearby. Due to disposal of sewage disposal they are m a mucl dilapidated and abused state. Powai Lake can be an exclusion from other water bodies found in the area. Powai Lake - larger in geographical spread and significance - is used for recreational purposes. However, sewage generated from nearby residential areas and IlT campus is said to be dumped into Lhis lake witlhout adequate treatment. Hence, considerable portioni of the lake is already much polluted and eLitroplhicated. 3.6.2 Water Qutality To assess the quality of botlh surface as well as groundl water available in the project area, two surface water samples and two grounid water samples (from open wells) were collected and analysed as per Indiani Standards for drinking water specifications IS 10500 -1991. Samples were collected from the same locations that are referred in the MLEA study report on JVLR, submitted in 1998 The same locations were selectecd in order to compare, assess, anid record the change in water quality of the project area. The sampling locations selected in November 2001 for the water quality assessment are presented in Table 3.4. IRNI WNlX MNIRI)A IINIL RV:IL A&LMI lviR/MUMjBA,I/IUNF'02 34 Table 3.4 Water Quatility Assessment Locationis Part of JVLR Location Source of sample Utility of the Saiiiple Id souice Section I Near NMajas Depot Openi %vell Activities except WVQ-I di inking Section I Mithi I ivei Surface watet Sewage Lianspoit WQ-2 and drainiage Sectioni II Neai IllIcampus Open well Activities except WQ-3 drinking Section III Powai lake SuIface water Recreationial \'VQ-4 PutL poses The reesulls of Lhe water quality assessment carried out in November 2001 is presenlted in the Table 3.5 Table 3.5 Water Qucality Molnitoriig Resuilts Parameter Unit WQ-1 WQ-2 WQ-3 WQ4 IS 10500 Coastal standards SW-III stds.# pl-l - 721 7 19 725 763 65-85 65-85 I uI bid It N'l U Nil Nil Nil 2 2 5 30 lotalI haI(idess Mg/l 286 114 238 1540 300 - (as CaCO;) Total Alkalinihty Mg/l 325 150 250 285 0 Chlotide Mg/l 13 85 26 35 250 - (as Cl) Calcium MI g/I 60 25 60 54 0 75 (as Ca) Sulphiate Nlg/l 186 90 52 Nil 200 - (as SO4) Magnesium Mg/I 33 12.5 21 320 30 (as M\lg) Potassium Mg/l Nil Nil Nil 6 0 - (as K) SodiuLil (as Na) Mg/l Nil 108 Nil 120 Iron (as Fe) Mg/l Nil Nil Nil Nil 0 3 0 5 Lead (as Pb) Nlg/l Nil Nil Nil N.D 0.05 - Tl'otal Coliforiii MPN/ ND 300 ND 180 500 100 1111 Oil & Giease M\lg/I Nil 2.2 Nil Nil No visible oil slick Dissolved Mg/l 25 4.0 27 72 30oi 40% Oxygen saturation value EzRNK iN)IA MMRDA I NAL R U/l A&I;MPOrJVLRfMUMS.\I /IUNI '02 35 Parameter Unit WQ-1 WQ-2 WQ-3 WQ4 IS 10500 Coastal standards SW-Ill stds.# BOD3 Mg/] 23 92 150 420 N D IVot Oetectable, I - GCostal oI(1te, (1jtialiti! stiIIII;IrdIs with dt'sIgIIalt( use of IeCI 'atIvll (Iolon-cout1 t) aid /IL'esthlUIcI SoI ri ( CES stlwd (ondlu ted In Note,,III/11 2001 As per tlhe water- quality assessment observations at site, the surface water sources are not tapped for drinikuig water purpose. However, the quality assessmenlt indicates that all parameters analysed are withlin the limits laid down in IS 10500-1991 - Slandards for Drniukintg ?iuate'r and Coastail wtater q1117alt1/ crlteria SIV-Illfoir nitane wit let'e's witlh designated use of recreathon (non-contact), industiial and aestlhetics. The total hardness and alkaliiuty values have been repoi'Led to be higher in the ground water samples than the surface water samples. Presence of chlorides, calcium, sulphates, and magnesium has been reported in all samples analysecd albeit the levels are withui the correspondinig standards. Powai lake, is presently being used for recreational (non-colntact) purpose. Efforts to desilt and stop sewage disposal into the lake were taken in the past. Much more effort in Lhis direction is plannued to be undertakeni in future The water quality assessment inidicates that th-ere is significanL organic content as noted by the high BOD value. Notably, the dissolved oxygen (DO) contenit is high almost at the saturation limit. The high DO contenit could be attributed to the eutrophicated state of the lake. The organuc content needs to be brought down considerably by adopting various measures viz., stoppilng sewage flow into the lake without adequate ti eatnent; complete desilting of settled sludge; and clearing the clense mat oflalgal bloom 3.7 SOIL Soil in the area is alluvial type mixed wlth sand and falls unlder the seinu- impervious to impervious category. Soil erodibility is moderate. As per the soil classification for highway pavement construction use, the soil falls under poor to fair category for base course construction. However, it is fairly suitable for forinLig homogeneous embanrkment. Soil samples were collected at same regions as specified in the MLEA study report on JVLR project. The soil samples were analysed for various physical and chemical parameters. The results are showni in Ta)ble 3.6 As per textural classLfication, soil at all locations are Sandy loam. Clay content is higlh above 50%. The typical characteristics of the clayey soil include. * less prone to erosion; * high water lholdmig water capacity; * less permeability; and * gradual consolidation of disturbed soil. These characteristics of a typical clayey soil locatecd in the pi'oject region will help iutigate some of the adiveise impacts due to project implementation. Leadl quantitty at all thliee monitoring sLatLions were founld below delectable lilmits. Moisture contenit of the soil at WEH, Kamal Anirolhi studio and EEH was foulld LRNI INolI.\ MRI)A IINALRFr/lA&LMI'OJVLRI MuIrn.\r/ILNiO2 36 to be 22.41%, 3.27/, and 7.5% respectively Organic matter at WEI Kamal Amroli Studio and EEH were found to be 14 3%,14.5% and 33%, which shows organic contamination of soil along the existing road. Notably, organic matter is found to be higlher near EEH among the 3 samples collected for analysis. This uidicates degradation- and decomposition of vegetative matter and sewage solids. The soil quality assessment results concurv witll the inferenice based on visual observaLionis and assessment. The organiic matter ma)' leach dowIn thle soil lavcr to ieaclh lhe grounld water (GW) resource due to persisLent sewage disposal - to wlhichi the present marshy land area near EEH is being subjected - and will contaminiiate the GW resource. Table 3.6 Soil Quiality Moniitoriig Resiults Parameters Near WEH Near lIamal Amrohi Near EEH Studio I extulal Classification Sandci, w/w 4 0 3 0 Silt, % w/w 90 32 Clay, °' /w 87 65 P-1 7 54 7 59 7 69 Electi ical Conductivity, p-nilio/ cm 1 14 086 1 0 SodiumII ,is Na, % by mass 00018 00044 00063 PlotassiLumi as K, % by mlass 0 00023 0 00010 0 0029 Calcium as Ca, % by miass 0 0076 0 060 0 884 Magnesiurm as Mg, % by mass 0 0031 0 0038 0 0043 1 otal Alkahlit, as CaCo3 215 295 330 Chloi ide as Cl 0.086 0 21 0.84 Oiganic Mvattei, % 14.3 14.5 33 0 Nitiogen, % 1 24 0044 058 Lead, ppm ND ND ND NMoIsuie Conitenit, ,' b) mass 2241 3 27 705 SOrIitc LES stiedy oiii(il(cteLt in Noiwe'ijit F o2001 3.8 AAIBIENT AIR QLA LITY In order to assess the baseline Ambient Air Quality (AAQ) in tile project area, an AAQ monitoring was carried out at five locations. Out of the five locations, CES has conducted AAQ monitoring at thlree locations during tlhe baseline assessment study conducted by them ui November 2001. ERM India, which conducted the independent rieview of CES study report, recomunended that AAQ monitoruig be conducted at two more locations and conmmissionied AAQ mnonitoring at the twvo additional locations in February 2002. The monitorinlg was carried out for four non-consecutive days. During eaclh day, monitoring was carried out for 24 hours. Working days' in a week were consciously selected for carryvig out the AAQ monitormig. The details of AAQ monitoring stations, metlhodology adopted and a discussion oni the AAQ monitoring results are presented in the followuig sub-sections. 3.8.1 Metliodology for Amibienit Air Quiality Moniitorinig The methodology, code of practice, and the equipments/ instruments used for analysis during Ambient Air Monitoring has been presented in Table 3.7 Tlhe ERMNI INI\ MMRDI/\ FINAl rl.A&lMI'cnJVI.R/MuMB \I fIUN''112 37 additional monitoring at two locationis viz., SEI,I'Z road junction andl VVEH jullctiOnl, coiIIIssionLedl by ERM India was carr ied ouL by NeLel Cliromat(-aogr-aplis, 'Ithane, Mumbai - a MoEFI certified laboratol y Taclb le 3.7 Metlioilology IPa,ametei Code of Practice Sampler Equipilmenit Methodology SlN i IS 5182 (Pail 5) I-IVS Balance Oven Giavimeti IC Dessicatoi RPNI -IV with cNcloiiE?e BIaiaiico Giavimiettic sepialtil S02 IS 5182 (I'c nt 2) I-IVS Coloiniletei Coloiinnctilac NO\ IS 5182 (Pail t6)) I-IVS Coloiinielea Colo] inwleiIc CO IS 51,82 (PaIl 10) BlIdddel & AspiI atmi Gas Flame loizationi Chli onialogi aph Delectoa 3.8.2 Amitbienit Air- Quality Moniitorinlg Stations (AQMS) AAQ moiitoring wvas car r iedt oul at five locations along the JVLR pioject coi ridoi 'FThe details of the AQNIS commissioned b1y bothi CES and ERMv I nia is presented in the Talble 3.8 Tabile 3.8 AnmbientA ir Quiality Monitoring Stationis SI. No. Siationi Chainage Dist. Fiom C/L 1-11 from CL Landuse I A AQNIS-I 0 140 I,; 20 m 5 m Reside-6tiaF (Fantasw Land) 2 * AQN1-2 4 9 kin 15 IL 7 In Resideni-ial/lIld (L& T Junctioni) usirial 3 A AQNIS-3 9.9 kml 25 III 5 In Coanlijei al/ (Gandhlli Nagai In Isli al l'olice SLationi) 41t AQNIS-4 (SEEPZ 3+070 loi( 2ni Indusit Ial -0oad JlCtioll) 5# AQNS-5 (W'EI-I (+10()) 5m 2 5i1 Residential JLunICtion1) Note - tC S O)iiiissi,iit'i u,ioiii sIiitlii, # - o mAoI I,si0,i t)iiiicssiijmo i'o inoaiitoi tg siosI;t0izA0 3.8.3 AAQ MAonitoring Resiilts & Discussion The parameters monitored iinclude Suspedicled Particulate Matter (SPM), Respirable ParticLilate Matter (RPM), SulphUi dlioxide (SO2), Oxidles of Nitiogen (NO,), Carbon Monoxide (CO), antd Hydiocarboin (noni-metliane). The AAQ monitolinig data is presenited in Ainiiex D. Sumimiary results of AAQ monLitoring aie p resenitecd in Ttable 3.9. T a b le 3.9 Auulbien,t A ir Qua lity in November 2001 & Februaryl2002* Monhtou ing 502 NO, Lead CO SPM RPM 1-IC statioln (pg/min) (pgnil') (I.g/an') (mg/In.3) (pg/inl') (/11113) (ppm) AQNIS-I i 50.-A 355 ND 50' 383.6 1813 ND AQNS-21 413 368 NI) 19' 2728 1238 ND AQNS-3 1 40(4 290 ND 0 573 2575 121 4 NI) I 1RNI i\i)I \ NbINIRI 1,\ I IN \I. R /I.tA&l NII'c'I IVL'/MIUIIAI /IL'N 02 3s8 MoIiluting 502 NO, Lcad CO SI'M Rli'M -IC statioin (pgill1) (pOigl) (pg/rn") (ing/i) (pg/n1l) (pg/ni1) (ppimi) AQWIS -4 2 360 1 -52 3 83'I 5I 5 .336 8 F11T AQNI,S-5 2 407 558 - 428' 5880 3665 13DI NAAQS/ 80 0 800 10D 4 04 200 0 100 () 245 Residential A1,, T) 2'- oiii(iiili'dIIlJ'ATAQ) lllll,uT in N vtIvi'',l 2001 mid ERA') h,dii77V i,, 20O I - CEM (onmitiasionct'l mJi'iiilming ' s/iliens, 2 - ERAII lIndia (aoininissi'iit(I iwiiiloiiring slatliIns 3 - 24 liitil it, ta'agc 'alu'S. 4 - I hum/1u, a, auIt' gl' n'ilues, 5 - Rfiti itt' Ac ILEA it',poil All r'iluc'; awi 24 haul ai ae'm'iat' 'tihiitcs uli,h'ss olIh'i7i'ist' inciili' ,i The results intdicate that SPM, CO and RPM values at all the stationis monitored are more than the corresponding NAAQS for residienitial lantd use. Table 3.10 Coin ptarisont ofAAQ i i Jniie 1996' andii Novemiibeer 2001' Statioll 1SUM (pg/III) TRPM (p1g/n7i") 2 (pg/ni13) Nox ( ng/i') June'96 Nov '01 June'96 Nov '01 June'96 Nov '01 JuLe'96 Nov '01 AQNIIS-I 724 5 267 1 155 1 130(4 384 40 1 414 425 AQI\IS-2 9164 275(J 222 1 130(5 282 374 357 38 1 AQIS 1-3 1099 4 4075 2489 1987 31 7 47(0 34 0 35 0 Nahi' 'Aw\ i() uhI/! til A QA'!S-4 an(1DT 7T11t'Iilt a(iiip(ii'd( suiii i' lIiii' 1996 /AAQ uh,il,i is nat) alll,'aa~i 2001 The comparative analysis to assess the clhanges in baseline socio-economic environiment since June 1296, 1n1dicates that SO2 andL NO\ are showinig a increasing tr end albeit gradually. This can be attributed to the velhicula r gr owtih, whiich vwas muchi alonlg the MLEA predicted lines. lloweveir tihe samae increasilig trencd is not observed for SPM anid RPM Pollutant levels for these two palameters show significant variation and the November 2001 levels are almosL one-fifthi of June 1996 levels. The MLEA report has not reported mn detail the reasons for such high values in June 1996. Hence, it would be cifficult to dlerive coniclusions based on thlese results. One possible reason1 could1 be tlle seasonal vairiation in pollutant levels, as the AAQ assessment for MLEA study was carried out just before monsoon season (Junie) ancd the presenit AAQ monitorinlg was caiiriec Out dui'ing post-monisoon season (November ) Neveitheless, mutigation measures are required foi arresting tile upward trenicl in gaseous and1 pai'ticulate pollutant levels along JVLR as a long-terimi measuie. 3.9 AMAI3ENt NOISE LEVEL In referenice to the discussion in section 3.1, lhe landL use patterni1 ancd presenice of various pliysical attri-butes indLlicate that ambient noise levels will be an importalt parameterl during the implementationl of JVLR pioject. In ordier to assess the - baseline Ambient Noise levels (ANL) in the project area, ANL monitoi'tng was carried out at five lifferent locations along JVLR project corridoi'. The locations were selectecl to represent various landuse categories with respect to whicil ANL standlardLs of MoEF/ CPCB hiave been recommenltdedl. The ANL monitolilig was car riiecd out fol one whiole day. Working days in a week were consciously selectecd for carrying out tlhe ANL monitoiiig. I KN [\a,\ NIIMM ,A I INAI KI P/I AM Nfl& ' |V I ;VL\/NIM 1l; /lu\1 '11\ 39 3.9.1 ANL Moiitoring Stationi Monitoring stationis were selected consider1ing the landl use pattern, tral lic intersectioni and diversion. Details of the ANL moniitor ing station Is p reselIteLd In Tab ble 3. 11. Talble 3.11 Ambient Noise Quiality Monitointg Stationts Ni. Station hainage Dist. from Ht from L s N Station Chaitiage ;road edge GL Landuse Remarks 0 1 0 140 3 in 1 2 in Residential Majoi reSidentidl (Fantas ILand) aiea 2 NI 4+900 2n 1 2 Residential N'ajoI Iiidusti ci (L & TI JuLIction) / Insti LISal aiea The only two sensilive'C NlI i\S-3 S fetoCis louLd 3 (Gandhi Nagai 9+9(( 2 in 1 2 in I LSI ial alon.\'1I scR vz Police Station) Cential scltol and IH] 1 ie located nlec k 4 N1N4(SEE 3+070 2 n1 1 2 in IndIusiLLS l IlMajoi IilLtius,ial N I-Nl 1 95 (\,\/ 1: 1-1 M,Icilj esidellhil 5 NLIS--S( )(+l0 3 in 1 2 in Residentlial aliLl iovld nitelisection1 3.9.2 Metl:otlolo,y The noise levels wvere observed usling Nut-roni SL 4001 handheld noise level meter as pet IS 3029-1980. The instantaneous noise levels were observed at every 6- inu1-te initeival manually. Based on the 6-minute inteival instantan-eous noise levels the lhourly equivalent noise levels were computed. 3.9.3 Results andii Discuissioni The ANL monitoring data is presented in Anniiex D. SuMmary result of ANL monitorinig is presented in Table 3.12. TIab le 3.12 Summunary Resutlts of ANL Monitorinig, (IB (A) Noise levels NLMS-1 NLMS-2 NLMS-3 NLMS4 NLMS-5 Noise stds Lc, Ddy 80 1 83 2 860 80(4 84 8 55 0 1L\ Nighlt 72 3 77 5 77 2 706 77 3 45 ( I - Noa.c stUidaidt Iv ,esidlJili 7ll 7 i Tisc The ANL results shov that tiaffic indctuced noise is exceedinig the correspondinlg CPCB standaids for residenitial land use significantly. lie importanit factor to be noted lere is tie location of ANL monitorinig Tlhe preseit NLMS wvere locatedl very close to the pioject road - at a distance of about 2r1 from thle edge of tLhe road. As the noise level dissipates with ldistaice location of NLMS witli iespect to JVLR is an important criteria to be consideied. The possible reasonis for higi traffic in duced noise could be due to: ;2LR INOl \ 1N1MMI),\ FINAI. Ri i'/l A&l [i' ci VI R/NIU\ili 0 /l'NF'ii2 40 * Higlh daily traffic volume observed along all sectionis of JVIR; * Incessant traffic snarl and congestion at major intersectionis of JVIR, especially the middle section of JVLR, and * Undulating and rolling terrain all along JVLR, whlich causes HCV lo accelerate/cleceleiate very often generating, noise in tihe p rocess. 3.9.4 Cliatage in ANL sinice MLEA SltuI!y condu11c1tedl in 1996 Wlhen compaied to noise levels observed in 1996, botli Leq (day) and Leq1 (niglit) shows appieciable increase in nose levels (Refer Taible 3.13) However noise levels at all the locationis are above Llte CPCB standaids for ambient noise levels in a r esidential land use. Table 3.13 Cliaiige in ANL sinice MLEA Stiuly contduictedl in 1996 Noise levels, NLMS-I NLMS-2 NLMS-3 Noise sids dB(A) June'96 Feb'02 June'96 Feb'02 june'96 Feb' 02 L,I DaV' 777 80 1 84 1 83 2 79 8 86 0 55 0 L, Nqhlit 70 0 72 3 74 3 77 5 75 5 77 2 45 0 N7To Duly / am NLA'IS-4 ol 5 mpad ,,,, I 511)LL' 1996i A NL ,,,, ,,(]la 'ad O'Iu' The reason for increasinig tieiLd in ANL could be attribuLed to thle factols melltiolned in sectlion 3 8 3 The construction of flyovers/ grade separators canlnol be contributilIg to tLiaffic Induced noise levels. Thle reasoni being lhe constI'UCtilOn work on LBS Maig flyovei near NLMS-3 is temppoarily sloppecd and thiere was no activity durinig ANL monitoring. At L&T-junction (near NLMvS-2) thie constructioni of flyover is taking place for the segment witllini the L&T factory area andi henice caninot be a prnmary source of ANL in thie area 3.10 ECOLOGY Vegetationl aloing in-habited areas is mainly comprised of avenue plantation raised bv MuLicIpal Corporation. As the road is not passing tllloughl either foiest or ecologically sensitive areas like national park or sanctuary hlence tlieie are no records of any wildlife, endangered or iare aniimal species wiLhill tile project area Detailecl ecological survey of the project study corridor was undertakeni as part of the baseline assessmenl of the project area. Results of thle survey are presented in the following sub-secLions. 3.10.1 Westerni Sectioni of JVLR This part of the road passes through small villages, indiuslTial esLabislismelits, andL institutionial and residenitial areas. The trees of avenue plantation include Acacma anu icidtfovruis, Ailaiitlihus exelsa, Allbizzi lebbeck, Bomnbax ceiblii, cassmai sainca, Ficits lienglialeL'uss, F Retligeoisa, F. Glowiera1a, IanoiigaaIIIm piiin uata, 7elInnai(a catappa, 77JIel'Sia7 popidea elc. DurinEg tLhe ecological survey, the trees located within lihe 30m belt on both sicdes of existing road were identified and counled, as tlley will be uprooted during project implementation. A total number of 35 species belonginig to 32 geniera & 16 families were identified during the survey. About 519 trees have beell identifed as 'l,oject affrclei' vegetation durinig lhe present survey. Tle trees FRN I I\I 1I11N11i1L,\ IRD 'AXI Ni 2/ LA&I,NIi'O, J\/l MI XII\I '(12 41 identified are found distrtubLtLecl all along the western section of JVIR Significanit niumber of trees affectedl was founl!d at the sectioll eteen hill section and Mitlit river. The list of trees [> 10 cm diiameter aLt breasl hleight (DIBI-I)] recoided withilni the 30 m belt on both sides is given in Table 3.14. T-able 3.14 List of Plaints Record77edi zwithlii RoW aloing I VLR S.# Scien,tific Naiiii' Couiitino Ntinilc UiemF n # 0/ t? ces I At ii iitain iti/ , IlbiIIIS ALIsticlialn Acacia NMiniosaceae S 2 Albizzita lt'blt'cck Shit isli ihnmosaceae 62 3 Als/loiiii scomit, iI 1Dtvin Apocynaceacl 6 4 A, lou arpuis Iii lt'cg iali, Jackl Llit Umllmatcae 3 5 l3o(nisi,s f1labllil /cruis 'I aad PalImaceae 21 6 Bombiinit. Ct'i7b Silk cotton Malvateae 3 7 Clssiti siucimic alwa CAlesalpinaeae 21 8 Csrii ifiim cqulistilc'0/li, SOLt L Ccismuiiliace(ie 23 9 Cows 1111L/if'1 Coconut Pilmiaceae 23 I( C(c,,ll i didiloloilni 131hokat Betaginaceae 3 II DCli0M Wi'uil GCulinioliat Caesalpilnaceav 27 1 2 1!lliiiit onl-l 'llilis Cot ci tiec, 1pa get a FciabaieCac 15 13 Eita ilhiliisspl Nilgirt Mvirtaceae 9 14 FICUiS lXcilgitli'IIsis WVao M 0 owceae 25 15 l,iis Itlit,',it",i U1n111i1 MtNol0ace,e 35 16 Ficus glomiiei'i la Pt pal NIMo0aceaw 2 17 Gli, I( ifilts, 'ctit U nditrimrcil Fa baceae 5 18 I-lola/pelia iilegi i/olha I'adi Ulnimaceae 2 19 Lema,ntiiiu leUtill'io00 SuLtabhlul NIitilosaceae 31 20 A'lnigi/c'ia iiilit(, Nlilaigo Aniiat ii diaccae 22 21 AMuaiuki,ta zapola Ravon Scpotaceae 6 22 A11o ijiga olc'ifi'lr Shet ga Nmot ingaceae 8 23 PCllopliv71,0iiuIkt 'I lguitl'iI,II Copper-pod 1iee Caesalpinaceac 5 24 Pliocitis sylvesII,is Shiliiclt Palmaceae i 25 Pill/'labu,,mi, n (itiluce VdiIavahL Cliiich NM1 inici scee 14 26 PIt u,w, 0iiirub,,, Claiapa Apocynaceae 5 27 Po/i/iiltillil bliltftitit Asupal Anonaceae S 28 Poligaiu1uii pintntlii Katanj lFabaceae 29 29 Stimmicasami', aill Ratintree NI i iosaceae 5 30 S1'aillitidt'c am , a, i l,ll , - Bipd. Blnaiianiaceae 2 31 S iFi/5i iIiI LilIIuIMlllll JaMllU1t NM \' t tacCC 10 32 Taiitiia, iiils iilitii Chiinth Caesalpmaicieae 8 33 7Jo.Iia g(IimidII Teak Vet beaiccae 6 34 7 v/ Iiiii,iulia t-111lippl Janiigl t Baclaiii Comn bletacoleo 32 iERNt i\1i \ NIMRDIA INAt. Rir/tj\&l,tui JVI R/MLU,i / IL AI\112 42 # ul/ s# Scientific N ,,,,,. CVi ititot Namve Ftiifil/ of( 35 '1 beo.Ii.lI ,11 13 h elItLI IMalvil va le 3-i TOI(II 519 Soul ce CES tfIeIlswit-hyr/ coitidotCFei dcit}t,,tg No? 2001 3.10.2 Mitidle Sect ioui of I VLR Thle micdle section of JVLR tiaveises tliiough wvell-developed residelnital andl institutional area. Along the southierin bank of Powai Lake a greenl patchi comilpr-lsliig of trees, shirubs andt dense grass is observel. Between lIT and LBS road, the Iilix' roadside are cut to rock level and are devoid of any plannied ol unplanried vegetationi growth. Detailed ecological survey antd identification & COuLltiig of 'affected' tr-ees were not carried out dturing the present Survey, as the piolect proposals andi preliminai y conistiL ctoni draiwings are not available at present. 3.10.3 Etisteril Sectioni of IVLR The cloiunaniL avenue planitationi in this legioni shiowed sitirlar composition as thiaL of westei n sectioni of JVLR. Otlihe species foundLl alonig eastern sectioni of JVLR IncludLe Cas1u11rina17 eqiuiselifolatn, Cocos niicifer7, B3ornrstisflabiliferriis, Euicalyptu,is sp, Maingifira i(ictiwa, I eicaiena locollihloea, Morialugu oletfea H-lowever, dluing the ecological suivey, it vas foulnd that no trees are located witlin tihe 30m belt on both sidies of existing ioadi Thlle last 100 In streLch of JVLR on the easler n section at Kms -10+200 tiaverses tlhrOUghl legradleLd marshy lan1d area, More diIscussioll specifically on thlis mai siy landl is pi esenLecl in Sectioni 3.11 3.11 PRESENCE OF NATURAL HABITA TS As per' WB OP 4.04, a natuiral hlabitat is definied as habitats that are lanid andl water areas wvheie (i) the ecosystems' biological comimlunilties are formeel iargely by naLive plant and animal species, and (ii) 1humani activity hlas not essentially modified the area's primary ecological function. ImporLanit natuLral habitats mav OCCur, among otlihe environimienits, in manigiove swamps anzd coaslal marshies Alonig the easterin sectionI of JVLR, wviile suchi a manigrove swaamps hlave been observed along tlie southern edge of the r oadl, they have been significanily modified by Luman- activity antd helice tlie World1 Bank OP 4.04 does not apply to JVLR project. The ecological assessment of thiis nangigove patchi is presenitel in thle following discussion. 3.11.1 Baselinie Assessimienit of Manigroves wvithinl t1he Project Road' Ro W Mangroves can be defined as "a tree, sliribl), palin, gioiaiifjelii ol a grass exceeLiliuig half a Illetle in leiglit anid growing above the ille/aii sea level in telte iitei'ti(al Zoii' of iunianIl' Co(astal elnuvironinienuits ol estaiidltes ia:l lginS of til' 7w1011rd'S tro/iCal fll/d Sllb-1-tro1)1C coastal egions is calleul inangrove" i:RNI l\rti \ KNIN1)M \ l INAI 101/1 \A&I ' itt 1VL'R/N muiii \l /IL\['t12 43 Legal Sttitius of A IrCIa 7111i111i Pr(JecCI Roald RoW PA7 ICUILARS D)ESCRIlTION Elcological status Degiadled/stunited NMangioves Status as -lpei the Govt of RoW Lievelopmenit exemlIpted ulldet CRZ I egu ldatios aS a pit) ol India's GuLidelinIes CZlvl' Coi Gieatel NMu.lbai by th Nlol l; olF Gol NManigiove aiea to be ( 2 hectaies eclatinied Ol tlle Soutlhet n side of JVLIR ROW lIocation0 SouthI of Jogeshwari-Vikhiolh Lrnk ROIdI'S (JVLR) inIteiceptiont to the Eastei II Expiess l-lighway near KanriialiWal Nagai Nall1h Ecological StatUS of the aiea Giasslainds No presen1ce of 111angroves on1 the Noi thiei 11 sidle of J\'LR Status of raingi ove Degiaded/sturntecl Nlangioves vegetationI on1 the pioposed ROW' III SouLtlhei I side of J\"LRl Since watei situati )n andcl Ltidal forces operate al different intensities in ii lfei ent parts of an intertidal zone, the species of mangroves prosperiing in tilese aieas also are different. If one considels the Thliane creek regioni as one contiguous habitat, the successionial pattern of zonation fromii sea-side (creek side), towalids land Avicennia - Sonniieratia - Aegiceras - Acattlus - Aeliuroplus. The mianigrove vegetation in the region of study is a nuxture of Avicel',mna miarina, Acaniitlhis ilicifoi s, Excoecaria atgalloclita, Sesuivin ii portulaicastri ini, aindl Aelu ropus lagopoill's Tralble 3.15 provides details of distribution ancl current status of Mangroves foundc witlhtn1 JVLR RoW Table 3.15 Distribittioi anld Cuirrenit Statuis of Mantgrovefoundtti zWiithinl Project Road(l RoW Na mes of species obsei ved A iI'iit t I I Ii t 1i, E j 1c iIi tig d lo hI , A t mi I I hi is Ic ifol i Iis Avei age heighit of stand 1 5 - 3 5 Im (niajoi ity of wvhichi is occupied by Aviceninia mai ima - one of the V% Idely occLIl I ing species of mangioves InI andc amound MuNmbai Densith Ar ~,'tctutlt (abOunt 25 iridV ils pei ha), Eic ,ot, m*ta, mtgullo( Jlt (about 5 il ividtitIdUs pc] hia), A caittii,ts di( i/fihuts (thiis is an hci baceous planl and tlet efoie norn-signifianir In this aIlea) It is to be noted lhere that mangroves are founid along southern side of JVILR RoW On Lhe nic)i the nsicle the local comiunity has converted tle mangiove vegetationi lo grasslalds. i-lence no mangiove swamps wvere observed on Lhe noritler-n side of JVLR RoW, dulring the baseline survey. A photo dociuielitation of the inangrove area is appended at thie entd of this sectioni. JVLR is presently a two lane road at tliis stretch and is proposed to be widened to. 6 lanes. The alignment of JVLR hias been approved by the MoEF as a part of CZMP of Greater Mumbai under CRZ regulations. On eitlihe side of existing 2- lane road, debris (mainly comprising of constr-uction and soil waste) has been diumped along the eastern stretch of JVLR. The wideniing may reclaim 0.2 ha of land on the southern side of RoW. 1-RNI M\ot \ NIN IRDA 1 NA Rix i/ A&l.NI I ol V [R/NILmiit \t /loxUN '02 44 ERM l~~~~~~~~~~~~~~~ t . . . ACEK C .MER A : Photo 1: View of Mangrove swaimps located well away from JVLR edge ~~~~~~~~~~~~ 1 Photo 2: Another view of Mangrove swamps located well away from JVLR edge ERMINDIA MMRDA FNL RPT/ EA & EMP OFJVLR/ MUMBAi/JUNE'02 PD ERM Photo 3: Mangrove swamps being destroyed by local community for converting the landuse *_ ' s z G 4 ' ' - -g -t f1 -o4 Photo 4: View of converted mangrove swamps. ERMINDIA MMRDA FNL RPT/ EA & EP OFJVLR/ MUMBAI/JUNE'02 PD ERM ~~~~~~~~~~- . , ~~~~. r Photo 5: Kannamwar Nallah (Natural drain) carrying sewage criss-cross the mangoves area -1 A-~~~~~~~~~~~O Photo 6: Another view of converted Mangrove swamp lands. ER INDIA MMRDA FNLR'r/ EA & E? OFJVLRI MUMBAh/JU NE02 PD Photo 7: Converted Mangrove swamps to a full-fledged farming land with sewage irrigation Photo 8:Mangroves being burnt to clear the swamps ERMINDM MMRDA RNL RPr/ EA & EMP OFJVLR/ MUMBAi/JUNEB'02 PD ERM Photo 9: View of Mangrove swamps located well away from JVLR edge ERMINDIA MMRDA: FNL RPT/ EA & EMP OFJVLR/ MuMBAiJJuNE' 02 PD 3.12 PRESENCE OF SENSITI VE RECEPTORS 3.12.1 PlitLse I of JVLR Project Th-e presence of Schools, Educational Institutions, I-lospitals and othie institutions witiniil the project corriLlor were identified as sensitive r ecepLor. The Filal RAP andL CEMP report on Pliase I of JVLR project has ildentifietd a pire- KG school located withinu the Miltnd Nagar slums as a structLule thiaL wouldl be affectedl dLue to the implementation of JVLR project. The KG schlool (locallI kinowin as Balwadi) is a slumil shtucture of size not more tilanl 100 sq.ft. IThe PAPs are beuig provided with amenities/ facilities at the R&R site more than they have lost lo JVLR pioject. There are no othier receptors located within the ploposecl alignmenit of JVLR 3.12.2 Plhase II of IVLR Project Along the Pliase II stietches since DPR proposals are not vet read)y identification of affectete ieceptois lave not been lonie l-lowveve-, dlIuIIg tlhe ppieparaition ol this ieport, the rieceptors localedl close to the existinig r oadl edge were identified The iLleniLfiel receptols includeL • A Kenclila Vidyalaya (Central School) locatedl withln Indian Navy Civilian Housillg Complex Indcian Institute of teclhuology campus along niorthierin edige of JVLR Bothi this ieceptors aie located outsidle the RoW of JVLR. 3.13 PRESENCE OF PLACES OF WORSHIP As per the United Nations term "cultural property" includes sites havinig archeological (prehistor-ic), paleontological, histor ical, religious, and uniqLue natural values. CultuLral property, thelefore, encomiipasses botli remains left by pievious humani inhabitants (for example, middens, slrinies, and battlegrounds) and uniique natural environimiienital features suchi as canyonis and1 waterfalls. The rapid loss of cultural prroperty in many counti ies is in eversible an1d oftenl unnecessary. (Refereituce IAVB OP 4 1 ) 3.13.1 Plhase I of JVLR Project Archeological (pielhistoric), paleontological, historical, and unique natulal valie sites are not found along Pliase I stietchi of JVLR. Few places of worshiip hlave been identifiedl within the project RoW that will be cleared CdUInII1g COI1StliCtiOI1 pliase of the pioject Enumeration details of places of Vvoiship thiat will be ielocated/cleaiedl is piesenlteLl in Table 3.Z6 l'able 3.16 Relocationi of Religiouisl Worslhippinig Places alonlg Phlase I Stretch of JVLR Name of the place/religious structure # of structures along # of structures along Section I Section III 1'emples 91 T otal 9 1 IERM IUI l\ 02RDA I N'\r RI /LA&I I' CM IVI.R/NILxini /Iu\I (12 50 I - 8 0sas I Pci RA I) r;,poi I, bI umi, l,, 1996 i,it I I iis bee,n ienil III l u,I,',,I/f il i,/ the i i'-ii'i/ii It,' 101 "' , IlIC 0 1'R ,'1op ii isal wo SEEIPZ l,ioll The siginificanice of the religious/worshippinig, places Idelitified can be bet.ei understood from the size of eachi structure to be r elocated. The size details of each idenitified structuie is presenitedl in Tible 3.17 Table 3.17 Strilctiural Details of Religiouis Pliaces ailoing Plihse 1 Stretchi of lVLR Name of the l ocation chainage, Size of the Remarks place/ieligious kms structure, sq.ft structure I Gajanan NIlahiataj 0+300 130 I 1w emple %% it] be Iteted tul Alkilin N'lanlLll II (InIt tI th1e tcllmple Wil I 1ot teL a 1 tIIdCd sti itiv going Lw. RoWV 2 Hindu Temple 0+350 < 50 FullN' atteCt(?l 3 BuIddhla \Vihar 0+380 300 Templelull', aLfecICtL A hailin int Ot malnIdir the temiple %% Ill inot be attectedl sti ictIx going by RoW 4 Place of lvoiship 0+450 < 10 PIIVate w'ol ship place FIullY aftected 5 Place of voi ship 0+480 < 10 Pfivatewoishiipplace Full atIIt1ctLd 6 Gan npa Li Ma nd ii 2+75(0 I5() Temple it ltIIle LItnllV aeted 7 F-la nIu1s11 mciiii midii 2+800 130 Il emiple ill bc Ifllk atte-LCLI 8 PIlaeC of %voislip 3+800( < 10 P'I IVJ1a I)IpIC(a it Wo1i hip FLiIlx at1ek td 9 Place of vo,iship 4+800 < 10 SIlum stiL tuCie FuIll' at1CteLtel 10 1-1IiLnd temllIe 9+300 < 30 Atlected lulI L'I du to ROB J icteiiit as p1,i11i t II\ve,(I contIli ctiolnl It LS jIiIlCtiiiii 3.13.2 Plhase II of /VLR Project Along the Phase 11 stietches since DPR proposals aie not yel iready identificitoin of affected religious places have not been dlone. Howeve, durling hlie preparationi of this report, the places of worship located close to the existinig roaldL edge wete identified and iLtheir enumeration details are presented in Tabile 3.18. Table 3.18 PIresenice of Religiouis Places along Plhase 11 Stietchi of JVLR Name of the place/religiotis structure # of structures along Section 11 temiiples 2 CIILiclII I Nlosques 0 GUiLtLWOld, (Place of woishipof Sikhs) I Total 4 3.14 UTILIv//FACILInYALONG PROJECT CORRIOR 3.14.1 Lltility Services to be sihiftedl in P'hase I Stretchies The inhiabited areas have access to the followmng public utilities/ facilities * Undergrounid telephione cables * Undeigiounid water supply luies * Underground power supply cables * UnderglrouLId sewerage system * Street lighit poles and un1dergroulld cables M t,\I.) -i MMt)DA l iN,\L Li'/LA&LMi'i Jvt.R/NtuNiii.l /IU>'1i2 51 Electric transmllission/utility belonging to MSEB StIreet lightiIg undergrounLl cables, 1636 n length; Milii river bi ldige to Saki vihar roaLl * 11 kV undclerlgrouln1d cables, 1578 m length, Mitli r iver bi idge to Saki vilia r oaLl ULtility Srt'n'ices i1 Easiter SL'CIi(ni of i VLR Water supply lines * 230 mm Lia Main, 60 m lengtih from LBS NMarg to KanjuLrnarg bridge Telephone utility *12-way vduct, no working cables, relocation at 2 # of bricge sites. Length of duct is 80 m. Additionially 2 new manihloles are also requii'ed. * 2 # of PIJF cables, 1380 m lengtih froim LBS marg to ElEH 2x 2000 pairs 3 # of PIJF cables, eacih 760 in length fiomil LBS marg to DP road.1 x800 pail-s and 2 x 2000 pairs * 2 # of PIJF cables, 780 m length fromil LBS imar-g to DP road 2x 1200 pairs Electric transmission/utility belonging to BSES * 1I kV undergiounid cables, 198 ni lengtil Electric transmission/utility belonginig to MSEB * Street lightinig undergiounid cables, 2260 in lengti * 11 kV undergrouLndL cables, 144 in lengtih 3.14.2 Utility Services to be slJifteil in lPllhase 11 Stretclies Along Phase 11 stietchies since Dl'R pioposals are noL yet ready dLata oln affected utility services is not available at present. However, Phase 11 projecl siretchi has access to the following facilities/ services: * Underground telephone cables * UlCiel glrOulnCd water supply lines * UndergrouLId power supply cables * Undeigirounid sewerage system * Stieet light poles and undLergiounid cables Stoirm water surface drains * Bus stopping stations * AuLto-rickshaaw stand 3.15 CURRENT STA TUS OF FLYOVER PROJECTS ALONG JVLR MSRDC is cUirently imipleimenitinig two flyover (grcade separators) priojects along JVLR The current stat-us of the projects is undeer various stages of execution. in ordier to ascertain the enviionimelital status at these flyover sites, a riapid audlit was condiucLec. The main objective of the rapid auLdit was. * lo observe/ assess various site-specific issues at the COllStl uctioll site; t to report the statLus of tlie project at site; andl L'[W kl \ NIN I)RA I5N\L RuI/1 ALM I'0l IV1_R/NIU\IiIHA /fIM'102 53 I to observe/ assess valious mitigationi measures tlhaL aic being imiplenmenletd/ LlllinleiCllCeltCl at site Ihlle fInlings of tapid audit con1ductedl at these flyover sites lhave been presentedl in Ttable 3.19. I:RNI II)l \ MI\RDA IINAI Ri /IA.lA&:INIIt)i IVIJ/N[u\IIw\l/L\I'I\ 2 54 Table 3.19 Findinigs of R7ap hi( Audit car riedi outt at Flyover sites on JViR Environmental j LBS MargJilictioni Flyover 1 Saki Vilar Road Jiniction Flyover Issiies Status at site Flvover is currentlv undier construction stage. I he flyover Flvover is currently unLer consti-uction stage At present construction is at present stoppedL since November onlv the eastern section of the flyover i e the portion wihiclh 2001LAt present, th-e northern side carriagewav runs through the L&T Factory area is unLder construction. construction is almost complete except the abutments. Currentlv flyover deck slab construction is being- carried The southern side carriagewav has been just starteLi and out at this section. The work on the western section of the oniv 2 piers out of total 15 has been completed. flvover, whlch runs along the Slum area located on either siLie of existng 2-lane JVLR carriagewav has not vet started Even the pre-construchon activities viz PRoW clear-ing and R&R are yet to be started. Local I raffic Adequate traffic management measures have been Construction activity is currently taking place inside the management implemented at site. Since pier const-uction of nortlhern L&T Factory area and hence there is no disturbanlce to side carrnageway is over, traffic movmg along Jogeshwari traffic moving along Saki vihar road andI JVLR Opposite - Vikhroli direction is being allowed through the the Office of Indian Register of Shipping located beh-ind const-ruction area. However, few large concrete blocks L&T factorv and on the eastern side, barricaded enclosure left haphazardly along the road can be removed to the have been provided for a length of about 100m to the side, so that free movement of traffic is enhanced at this construction side. Barricades have been proviLied on the heavilv congestedL junction. Po-wai lake side as well. Pedest-ian Service ramps onl eitlher side oT existing RUB at the Since construction activity is currently taking place inside safety eastern e-nd of flyover is partially complete Pedlestrians the L&T Factorv, pedestrians have not faced anvy problem antd rallwav comm-luters from Kanjurniarg railway station due to the activities at site. However, wheni the work on I N 11'K I\II MNI ',\1A I I\M i RI 1 /I McI1 \11f'i VI \ (1 2 55 Enviroslental LBS Marg Jiinctioni Flyover Saiki Viliatr Roiadf Junctctioni Flyover Issutes have started usinig the unpavedl service ramps. Sin-ce all western section o the flvover starts, ad equate temporary the construction equlpments have been removed from the pathwavs will have to be proviLled for safe and easy site, there are no obstructions to the movement of movement of pedestrians across this junction. pedestrians However, earlv resumption of construction andL completion of the project would be beneficial to the pedlestrians. Ecology TIhe fIvover is being constructed along an existing lresentlv site has been cleared ancd construction work has junction There is no adverse impact observed on this proceedied till deck slab const-uction stage inside the L&T issue at the site. Factorv area However, few trees located along the alignment of the flvover uiside the L&T factory nmght have been removed. On the western sidLe, ecological impact is quite negligible Socio-econonmc 'I'here has been no additional acquisition of land as the Slum area locatedt along andL on either sidle of JVLR scenario construction of flyover is takmg place witlhini the available opposite L&T Gate #3 will have to be relocated anid RoW of JVLR. However, the ROB widening being resettled once the construction of western section of implemented1 under the same contract will result in flvover starts. In anv case, the slum areas will have to be displacement of slum residents of Tagore nagar area. removed d1urin-g the widening of JVLR. Hence R&R issues Presently site clearance work is in progress. will be addressed during implementation of JVLR project U tllitv Since thie construction has startedl quite a tew months ` Construction at present is progressing within L& I factory relocation/ back, utility dlversion seems to have been completed As area. Outside the factory area, no utility diversion work diversion of now, no utlity diversion work is in progress at site has taken place It seems that utility diversion work at this site mav be taken up along with that of western secton of JVLR D6 Environmiienital LBS Marg Jznction Flyover Saki Vihar Road Jznction Flyover Issuies Lanai use No major impact on tand use has been observed at the Major adLverse impact on the Slum dwellers locatede site as the construction activity was limited to within opposite L&T gate #3 is anticipated. However, with- the existing RoW. Residentbal land use along a stretch near implementation of R&R measures, the adverse impact on the Tagore nagar slum.areas will be reclaimed for ROB the residential land use can be largely mitigated. In tlie widening and embankment construction. long term the removal of slums will enhance the aesthetics of the area. lPhysiography lPhvsiographv ot the area has not been atfected with the I'hysiography of the area has not been affected with the implementation of flvover project, as there is no large- implementation of flvover project, as there is no large-scale scale earth moving and refilling except for abutment earth moving and refilling except for abutment portions portions. Drainage No major impact on drainage has been observed. Physiography of the area indicates that the area drains into However, roadside drams have been constructed along Powai lake located along northern edge of JVLR and at the the service ramps. The drainrs are quite deep (depth of end of eastern section of flyover. Hence adequate about 3-4m) and has been left uncovered. Since there are drainage system needs to be provided at this site The no hand rails provided along the ramps at present, earthwork carried out should be well stabilised as' there serious accidents nmght occur to the pedestrians using the will be high erosion of disturbed/ altered soil. ramps during night-time. The drains have not been cleaned for construction debris Water No impact on this issue is observed as there are no water Major impact on the water quality ot Powai aake is environment bodies located nearby antcipated. Stacking of topsoil has been carned out properly withm a secluded enclosure which has been adequately barricaded upto a height of about 1.6m. However, nmnor amount of topsoil disposal was observed along the banks of Powai lake at one location, which I RM INmiX MMRIDA I INi Rrl/1A&i Ml' Oi IIR/NILI3 X\ /IlU\NI02 57 Environ:nental LBS Marg Juniiction Flyover Saki Viltar Road Jiunctioit Flyover shouldt be avoidled in future. tugituve dust Since the construction activity has stopped now, the 'I'he construction activity has proceeded till deck slab emission measures taken to control fugitive dust emnssion could construction stage and hence all dust-emitting activities not be observed. The storage yards have been located at have been completed. However, the storage yaris have the BM Thackeray marg -JVLR Junction on the eastern been located a little away from the site at about 250m on side. the western side along JVLR. Hot mix In-situ plants were not located within the project site. In-situ plants were not observed during the audit. / Asphalt plants/ Concrete batchmg plants Ambient Noise Constiuction activity has stopped since November 2T(1. 'he deck slab construction activity is in progress within levels Hence the noise generation from Constructon activity the L&T factory area. Noise impact has been mmor at thils could not be ascertained. site. The vehicular movement along JVLR and Saki vihar road contributes much to the prevalent noise levels m the area. Debris/ l'op At the site, except for the huge concrete blocks, there are I he topsoil stacks have been adequately barricaded within soil disposal/ no stacks of construction waste/debris left within the a 1.6m high enclosure. However, mmor amount of topsoil Construction PRoW Some amount of topsoil debris ~was found stacked disposal was observed along the banks of Powal lake at waste disposal inside the defunct HLL factory on the eastern side of LBS one location, which should be avoided in future. marg. l-resence of A Kendriya Vidyalaya (KV) located within the Naval No sensitive receptor is found near the Flyover site. i-fence Sensitive Civilian Housmg Colony on the northern side of JVLR no major impact I anticipated on this issue I RNM INItI \ MMRI)A IN. 1ARIr/I A&- N1iOFJVI R/ML\ Ih \II it\F02 58 Enviroiiinenital LBS Marg Junction Flyover Saki Viliar Road Jluntctioni Flyover Issutes receptors and western side of LS marg is the only sensitive receptor found near the flyover site. During operation stage, the KV may bear the brunt of deteriorating AAQ and ANL. Location of 1 he storage yards have been located at the BM I'Ihackerav The storage yards have been located at about 250m from Construction marg -JVLR junction on the eastern side. The site the junction towards the westem side along JVLR. The site material selected is closer to the flyover site and also does pot selected is closer to the flyover site and also does not storage yards obstruct traffic movement along the eastern section of obstruct traffic movement along the western section of JVLR. JVLR. Location of Labour camps were not observed within the flvover site Labour camps were not observed within the flvover site or Labour camps or in the areas nearby m the areas nearby. IRIM ImIt\ NIMRI)A I INAI RI P/I A&INI'w* JVI R/MUIn \1 /JL\F'I02 59 4 IDENTIFIED ENVIRONMENTAL IMPACTS & RECOMMENDED MITIGAT1ON MEASURES In oider lo identify vaiious siLe-specific environmental issues, whiclh migh-t get impactel clue to the implemllenltation of proposed improvement and wideningi of JVLR, an limpact Identificationi M/latrix (IIM) is prepared. In th-e IIM, all site-specific issues, perceivable environmental issues and so6ial issues aie listed in a row. Various construction activities expected during tle implementation of JVLR project are listecd in a column. The r esultant impact of carrymig out various activities listed in the colunm against various peiceived environmental issues are assessed and noted. The impact identification anid assessment over a particular site-specific issue is carried out based on baseline environmental status for that particular issue and Consultants experience in similar projects. The IIM prepared for JVLR project has been presented as Table 4.1. Based on the IIM, various site-specific impacts identified are described in detail in the following sub-sections. 4.1 LAND USE A discussion on Impact on land use pattern is presented below for each section of JVLR for better undelstandin-g. Sectiont 1: Impact on land use pattern is expected to be sigiuficant more durinlg operation phase than during construction phase. During construction stage the available/ existing RoW will be cleared for widelnig the carriageway and implementilng various other project proposals. Even clearinig the site withui Lhe existing RoW will displace about 4956 PAPs belongin-g to 1068 PAH's in the western and eastern section of JVLR Since adequate RAP and CEMP measures have been plannled for the PAPs, the adverse impact will b e largely temporary in dulation as some of Lthe residential land use (even tlhough in an encroached land area) will be reclaimed for road construction. During operation stage, Induced impacts on land use pattern are anticipatecl to occui. As the JVLR will become a major link connuecting EEH and WEH, the land values are bound to go up in short duration. This willAead to exploitation of vacant land area/ space available along the westerin section of the project corridor. Specifically, the induced impacts durinig operation phase n-might uiclude * Proliferation' of slum dwellings along eitlher side of JVLR * Increased comunercial activities and the road side land use will be altered to comnmuercial lainicl use * Encroachlmlent of scant wooded area LRNI I\1)1 \ NINIRDA lINAI Rl r/LA&I I' ur JVLR/NIL\IBAI/juNI '1 60 Section 11 Impact on land use pattern during construction of Phase I of JVLR will be practically none. However, during Phase II implementation, the residential ancl comunercial land use activity near Panclh Kutir market area might be impacted adverselv as they are located very close to the project road. Tlhe RAP and CEMP studies planned for the Plhase II of JVLR project will addless the R&R issuies adequately and muitigate the impact to large extent. lence the adverse impact will be of short duration. However, durinig operation stage, induced impacts on land use patternl are anticipatecl to occui The induced impact will along similai lines as has been described for Section I of JVLR. Section III: The adverse impact on lancl use pattern during construction phase will be insignificant, as most of the area is occupied by marshy and highly degraded wastelands. A narrow corridor of the residential land use pattern near the soutlhern edge of JVLR inmmecdiately after existing ROB will be affected due to the embankment proposed for widening the existing 2-lane ROB T he r elocation of slum dwellers of the affected corridor is presenitly bemig carried out and the corridor is being cleared of slum structures. However, durinig operation stage, induced impacts on land use patterni are anticipated to occur. The existing wastelands and coastal mangroves might be reclaimed to improve its utility and increase the land value. The wasteland area opposite Kanjurmarg raibstation has already been earmarked foi relocating some of the PAP's of onigo-ing railway projects, whiclh are bemig taken up undeli MUTP. The CEMP measures proposed for this relocation & rehabilitation site will trigger the induced impacts anticipatecl to occur in this stretch of JVLR. Mitigationi iLeinsiiLes Durinig pre-construction and construction phase of the project, construction related activities shall be preferably restricted withln project RoW. Durinlg operation phase of the project, the service roads, footpaths, shoulders, junctions/ intersectionis and on either side of higlh embankments shall not be allowed to be encroached once againi with residenitial and conmnercial squatter settlements. 4.2 TERRAIN & GEOLOGY InsignificanLt adverse impact is anticipated on the geological environment of the project corridor during construction phase of the project and no impact is anticipated during operation phase of the project. Significant adverse impact on geological resources is anticipated to occui at quar ry sites and borrow areas identified for the project. The DPR consultanLt has I .RNIINIMIA NIRNDI A II1N\I R ll A&I NII rRI .1ffic Inanagelnenlt Planli duiirinlg Plhase I of JIVLR prI oject LU~~~~~ As per the plan,'for a length of aboul 3.95 kms the available carriageway wtitli available for traffic movement diuring constiruction will be about 5.5m e'I'le existing carriageway widtli available for traffic is aboul 9.0 i includilig the unpaved shoulders. Thus tlhere will be constr icted space available for traffic movemncit Th1oughl the whiole lengthi of 3.95 kms won't be laken up for implementationi al a time, ad verse impact is anticipa ted d urimg conStlructio LRNMI 1"1)1 MNIRDA IINMI R1 1/l:/A&1 Nil' IJVI.R/NIKL'II;\I IL\NI'12 66 stage This calls for adequate temporary mitigation measures durling COnlStl;UCtLICl1 slage of tlie pioject. Duiing operation phiase, the service roads pioposed im'phases will smootlihe oult the traffic movement reducinig the conflict between local traffic movement andl traffic passilig tlhrougIl JVIR. This would also increase pedestrian safeLy Tllhe footpatlis proposed in the JVILR project shouldl be mailltalinedL fice of hlawkels and encrcoaclhers 4.3.1 Accidlent l-Itztar-Is andiil safety DuIInIg const-ructLon plhase, vaiious consLructtion activities will cause hincldiace lo tihe flow of existing lraffic increasing the possibility for OCcui lence of accident hazards. Milor adverse impact is anticipated due to this reason. The,local traffic maniagemenit plan discussed in sectioni 4 3 needs to take into account tIlis Issue of safety to pedestrianis and local inihabitants. Durinig operationi phase of the project, the vehicle cruising speed along JVLR will conisiderably increase. Increased vehicular speedl will cause difficulties for pedestritas in ciossiig the 6-lane wide road Increased vehicle speec and volume will also increase the probability of accident hlazards causing adverse impact. The adverse impact will be felt especially near inhiabited areas of Section I andl 11 of JVLR. The DPR lias proposedl pediestirianl (zebra) crossings at tlle followinig locationls: * At Kms 0+000 near WEH junction * Kms 0+371 near Pratap nagar inhabited area * Kms 0+700 near inhiabitectaiea of westerin section K Kms 0+984 near inihabited area of western section * Kms 1+310 near iniiabitecd area of westerin section * Kms 1+747 near iilnabited area of westerin section K Kms 2+550 near pi oposecl Mahakali cave r oad br-icige K-Kms 3+550 near SEEPZ area Neai Saki vlhar road junlcion Near Adi Slialkaracharya maig junction * Near LBS mar g Junctioni Thlese clrossiligs should mutigate some of the adverse impacts anticipated on pedestrianis' safety. The entire carriageway is proposed with central median, whichi will avoid head- on collision of vehicles consider ably. This will be a significant positive impact of implemenitinig the pi oject. It is to be noted here tlhat DPR on JVLR eniphasise on providinig traffic management ancl control systems as per IRC 35 - 1997 and traffic signs as per IRC 67 - 1997 and Motor Vehicle Act. The road delineators have beeni proposed as per IRC 79-1981. These proposals will help mitigate some of the aciverse impacts discussed above. LKNI I\I)I \ NINIII )A I IN \L ki V/I A&IN-MV01 JV1J\/NIL,\I1 \1 /Jt \i '2 67 M ill ol Ill Il 1 fl'S DuLilng site clearance activity, the buildinig demolition andL debris renmoval must be carriedL out swiftlv aiid in well-plained manaer. Possibly debiis removal can be car r ied out durinig noni-peak lhours and with deployment of more vehiicles foir the purpose Durinig pre-coslti LuchLon and constructLon phase of the pioject, adeqLuate traffic management schleme hIas been planned in the DPR in integiation witlh construction program envisagyed, whicih shall be adthered PMC shall periodically review the plan withi respect to site conditionis The contractor shall take all necessary measuLes for tLhe safety of traffic during demolition and site clearing activities. He shall provide, erect and maintaini sucl barricades, includinig signs, markings, flags, liglhts and flagmen as may be ieuLLired by the engineer for the information and protectionl of traffic Special consideiationi shall be given in tlie local traffic management to tile safetv of pedlestrianis The tenmpoi-ary traffic arrangemilenit within RoW, recomimiilenldedl in the DPR sh1ould be kept fiee of encroachmenits/ commercial activities. As per the traffic management plan, for a length of about 3.95 kims tlhe available carriageway width will be about 5.5m. This might aggravate the congestioni andL fugitive dust enussion problems besides vehicular emissions and noise. It wvould be advisable to discourage or regulate traffic usinlg JVLR dur ing constr uction phase. Some of the measures, which PIA/ PMC can tlink of implemenltilng durinig construction plhase, include: * HCV's, LCV's antd 4-wheelers can be banined entLry to the active-construCtion section during daylighit hours and can be advised to take secondary road networks available in the area; * Placinig adequate numnber of notice boards at crucial points viz EEH JuLnctioln, LBS Lunctioni, Saki vilhar road junction, SEEPZ roacl julnction, and WEI-l jun1ction1 The notice boa rdcs slhall iforim the road user s of construction wvork in progi ess anid advise tlieim to take alternative routes, if possiblle, to avoid congestioni and delay. This approachi wouldc reduce the traffic volume on JVLR, whIIch would hielp to manage the traffic across consthuction section. This is feasible at site, as tlhere are 5 entiy/ exit points to JVLR viz, EEH junction, LBS mar g juinctioin, Saki vihar road jun1Ction1, SEEPZ i oacl junction, and WEH junictLio. PMC shall peiiodically inspect tie temporary pavet slhoulders plannued between Knms 0+000 to 2+200 and Kmns 2+900 to 4+650 for potholes and depressed patchies Temporaiy repairing shall be carried out, if needed. Durinig operationi plhase of the project, traffic control measuLes including speed liiuts lo be enforced strictly. Traffic volum1e and speed on JVLR shall be FRNI I\1r1 \NIIRDA rIX\I I l/lA&LM i R/Il \ln\i/I1NI'1)2 68 monitorel and the beniefits must be recorded to evaluale tile effectiven1ess Of Ithe project Acc-l eiIt Hazardls tvid Safet'i DUling construcioni phase, the followiing iuLigationl measures are recommended foi iiiplemen taLion * Contiactor shall ensure that the tranisport vehicles used to ferry materials and clispose debris does not create hiazardous conditions for general traffic using the rioadway * Tlle constlruCtiOnl site sIhould be barricaded at all tiine in a day with adeqiuate mar-king, flags, reflectois etc., for thie safety of genier-al traffic movement and pedestrians. Durinig operation phase, the entire JVLR corridor shiall be moniLored for any accidenits Project r oad management agency shall mainitain a database based on data collected from traffic police They shall analyse tile database and rectify if any physical coriection/ alteration in the geometry of the road is needed. As per DPR, the followinig measures are being planinled for implementationi along JVLR E Emergenicy comrnmurucationi system * Mobile coimmunication syslem * Vai table message sign syslem * Meteorological data systemw * Lighting system. Traffic management unit bf MCGM shall keep these sysLems in effective operational condition. The effectiveness of these systemils shall also be documented periodically to learn from tlie experience and apply to otiler road networks in MMR in future. 4.4 WATER ENVIRONMENT 4.4.1 Water q7itlity As discussed in SecIlou' 3.6, tier-e are quite a few water bodies located along the project corriCdor. The baseline water Cquality levels in these watei bodies indlicate that all momutored paramileters are well within thie prescribed liintuts for Coastal Water criteria. However all of the water bodies are used for sewage and otiler liquid waste dumpmig and tranisport. During constr uction phase, water- quality of Powai lake iughit get cleterioiaLed due to increase in turbidiLy and suspended solids to some extent expected to occur due to loose and disturbed soil layer erosion and rutting. The impact will be insiginificant, however adequate mitigation measures are iequired to be taken during construction phase, especially during monsoon montis. It is notable that the Constr uction program envisaged for implementinig JVLR project hias taken into consideration the heavy monsoon season and no activity has beeni pr oposed duriLg these monisoon montis. During operation phase of the project, minor to 1RNI I\r 1 \ MN RI )A I IN,'A RI Vf LA&I N'I F nJV I R/NIL II3AI/ It 'I 2 69 insiginificanit advei se impact is anticipated on the water cluality of tlle SLII face wa ter bol ies loca ted a long J V LR 4.4.2 lydlrology The existing buiidge andl cross-diainage structures along JVLR will also be widened to eight-lan-e dtivided carriageway configuLationl The DPR on J\'LR hlas taken adeqluate care to ensure tihe hydiaulic adequacy of the widenied structules. Adequate culver ts, storm water diainiage and road surface drainage channuels hlave been providedt in the design (more details and discussi6n has been pireseniLed in sectioti 4.2.1). Hence possibility of waler logging and increase in flood levels are not anticipated both CiLtring constiruction and operationi pilases of the project MAitigaltioit iinisiies During construction phiase of the project, earthwor k carir ied out to improve lhe JVLR and widen it may leadl to erosion T his nugiht occur especially dur ing monsooni seasoil. l-lence the siltation of soil into water bodies shall be prevented as far as possible by adapting soil erosioni control measuLes as per MRTIHI guiLelines. Consttruction work close to streams or water bodies shall be avoided dUInllg mllOnlSOonl. Otlier useful miltigation Imleasures to avoild siltationi will include * Excavated soil should be disposed off properly so that It should not block tlle flow of water * In areas susceptible to soil erosion, earthlwork should be carried out befoire rarinv season & temporary-or permanenit erosion protectioin woork as may be feasible shall be provided * Drainage of watei from road surface & lands along the alignmenl shlall be planined to avoid floodinig & highi velocity flows be proper ly conilected lto natural streams. * Bentonite slurry or similar debris generated from pile drivinig or other construction activities shall be disposed such thal il does not flow inlto suLface water bodies or form mud pudcles in Ltie area Longitudinial di ains of sufficient capacity has been provided in the desigin on both sides of the road to accomuiodate increased run-off. lowever, constiuction material containing fine particles shall be stored in an enclosure such that sedimenit-ladeni water does nol drain into neaiby storm water drauins anid under-gr-ound sewage pipes Durinig operation plhase of the project the diains shall be maintainied and cleaned periodically 4.5 SOIL Major impact on land environment due to the implemenlation of JVLR project will be because of the quantim of earthwork involved in the constiuction phase The sub grade soil except in Section III of JVLR is iesidual soil overlying FRN I h'I II MNIRIDA I IN \ 1\1 I/1 A&I NlP0 IVIJ.I/MUNI II I /IU\NI'II2 70 weathiered basalt at shallow depti. In Section III of JVLR, the soil is silty clay of mai-ine o01igmi overlying weathiered basalt. The Dl'R onl JVLR pioject has estimated lhe quanitity ol earithlwork to be carried oult. The summary details of thle estimilaLe are presenited below * Quantity of Cuttillg involved (in cubic metres - cuLiI) * CuttilIg In Maid MUIUrm = 85,791 cum * Soft rock and hard rock = 75,994 cum * Total qty, of cut material = 1,61,785 cum Quantity of cut material proposed for reuse = 1,21,194 cum Remaininig quantity of cut material for disposal = 40,59.1 cum A Amounlt of borrow material required to be biought from boriow pits = 1,81,355 cum I-otal amount of material to be transported in anrd out of project corr iclor = 2,21,946 cum The project will involve cuttilng and replacing about 86,000 cum of hard muirum withi 181,000 cum of borrow material to be brought from boi row pits. Tlils earthwork strenigthieninig activity will hiave siginificanit adverse impact along tlhe project corriclor, as il is located on a slightly r olling terrain. This calls for adeqluate iutigation measur es dur1ing constiruction phiase of the project. Nearly 75% of the cult mateial hias been proposecd for reuse in the project itself. Thils is an appieciable aspect of the project proposal. The remaining 25% of ciit material will be disposecl in an area earmarked along and vwithlin thile project road RoW. The DPR consulltaiit has identified the Aarey colony area located east of SEEI'Z r oal Junctioll for debris disposal The Aarey colony ldisposal site is presently a low-ly-ing and bariein lan.c The available width of RoW at this site is 60m and owlnership of the lanid r ests wilh tlie State goveniment. Nearest surface body located at about 300m from the disposal site is Mithi river. Tlle Mithi river is seasonal and carries sewage for most of the time in a year. Hlowever, good disposal practice should be adopted at this site to avoid any adverse impact on soil erosioni and aesthetics related issues. During operation phase of the project, the r eorganilsed embankmenlt slopes and carriageway shoulders will take some time to stabilise. Adequate desigil checks have been carriecl out in tlhe DPR for ensuring the slope stability of the embankment and cut sections. Hence minlor aclverse impact due to soil erosion is anticipated initially and after some years into operationi phase, the impact may become insignificanit. litigu?litiut 1lUe1sillcs The soil erosioni and landcl degradationi nor mally occurs durinig constrLuctioll phase of the project 1-Hence, during constructioni phase, thie road embanikmenit slopes shiall be stabilised. The work shall consist of measures as per desigin, or as directed by the engineer to control soil erosion, sedimentalhon and water pollutino, thirough use of berms, dikes, sediment basin, mulches, grasses, slope FRNI 1\1IA,\ MNIRIR)A INFAI. l;l ['/I:A&LNi[\FLl JVI iu/lI.\I /LNI '(Q 71 drains and other devices. The erosional aspect in soil is chiaracLer-izecd by the shrink / swell character of soil mass This has been noticed along Sectioll III of' JVLR, whiere ground improvement is suggested lo prolect embankimienit erosicn. At location- where embankmik-enit heigiht is upto 3 m vegeLative turfing shiall be provided to stablize side slopes Embanikment of leighit more Lihall 3 m are to be pI otecteCl WIthI retaLining wvall and/or by dryl stone pitchlinlg or wvilit tUrfilng Thle species generally Iecomrnendecl for turfinig in soil slopes are: Ctliildani dIactrylou (Doob grass), CQ,iodon pleclosly/ctinl, Clilvo'rsgyiiia, Sacciiii,,7,li Spanlanieninii, sacihinin Ini]aiiji, 1lpon gorniLen, Lanitiani species etc. Debris generatedl due to dismantlinig of existung pavemenit/structures shall be suitably reused in proposed constuctioll. Un-utilisable debils shall be suitably disposed either as fill material or at pre-desiginated dump locations, approvecd by engineer Care should be taken tLhat the material does not block natural dratinage or contaminate water bodies. The total quantity of soil (debris) to be removed is 40,540 cum. This excess soil will be dlumped in low -lying aieas identified by PWD and within ROW near Aarey Colony whiere the existing ROW is 60 In. Goocd cdisposal practice should be adopted at this site to avoiLd any adverse impact on soil erosioll and aesthetics related issues Debris disposal site shiall be monit0otred for soil an1d giountnd.w ater quality as per the moniitoi ig plan recomimleiiclecn in the EMP. Oil andc fuel spills from constr uctioni equipmenit shiall be minimiised by good O&M piactice. Soils contaminiiiatecd by suchi spills shiall be disposed as per MoELI reqLuiriemenits Thle topsoil fromil all areas of cuttinig and all areas to be perimanently covered shiall be stripped to a specified cleptih of 150 mun ancd stored m stock piles. The lop soil from the stock pile shall be used to cover disturbed areas and cut slopes and also for re-development of borrow areas, landscapinig and road side plantation During operation phase, road enibankment & cut section stability shoulcl be chiecked for erosion and rutting. Any sign of instability shioulcd warrant adequate responise immuedLiately and well before succeedeing monsooni season 4.6 AMBI3ENTAIR QUALIn Impact on AAQ during construction stage of both Phase I and Il of JVLR project is anticipated. The aciverse impact will be primarily due lo transportationi of construction clebris, road constructioni activities, loading and unloadinig of construction mateiials, and plying of constiuction vehicles along unpaved shoulder-s During Operation phiase of the project, the AAQ might deteriorate slighitly at all sections of JVLR. Tlle deteriorationi li AAQ will be due to constanit and considerable increase in the traffic along JVLR. I'I\N I I) MNlNIRl)AhN\0\ /I A& IN I '01 IV I R/NL, IBMl/lil'02 72 In or-der to estimate thie contributioin of JVLR to the pollutant levels along its alignmeniL an AAQ modelling analysis was carried out during the MLEA studLC of the project in March, 1998 For predicting the JVLR conti-ibution to ambient CO and NO, levels, CALINE 3 - an air qualiLy moodel for highways has been used and for p redicting PM,,, and Pb levels, a simple roll-back moclel was used. Due lo the chanige in baseline scenario since Maich 1998, tile modelling analysis was redone followiig the same approacih and methodology as that Was adopted in the MLEA study More details on the approach and methodology adopted for cariyinig out modelling analysis andl the results of Lhe analysis has been presentecl in Annex E. CO levels The tbendl in the piedictecl incremenital conceitrationis of CO for No Build scenario (year 2002) when compared to the Build scenari-o (year 2004), the concenitiationis slightly micreases Thle low increase in the concentrations is diue to impr-oved ill-ixing zone of the widened JVLR vis-A-vis improved emissiolis from new vehicles despite increase in traffic during the two scenarios. Between the Build scenarios for the years 2004 and 2011, the CO concentrations are fouLid to be slightly improved during year 2011 due to the fact of improved emission factors foi 'all vehicles complying to the year 2000 stantdard ancl Lhere will be no veliicle of 1996 emissioni factors. The avei age concentration of CO monitored along the JVLR found varying fromil 0.5 to 4.36 ppm (i.e 0 57 to 5 mgin-3). The higih concentrationis violating the AAQ norm for CO (of 3 18 ppm i.e .4 mg/in3) were founcl at Jogeshwari (western section) andl SEEPZ area. The land use in thiese areas is of milxed type i.e iesidcential andL InSdusti ial dlominiated with slum dwellers. Hlowever, at L&T andi LBS NMarg despite heavy tiaffic movernent, the CO in AAQ founicl to vary from 0.5 to 1 66 ppm (i.e 0.57 to 1.9 mgm-3). This suggests that the highi CO level In AAQ in the Wester n Section of JVLR be attributed significanitly fr om othei sources. It is expected that witli the p roject road widening, the CO levels are expectedl to lower dlown. The project, therefore, will have moderate impact on1 ambient aii quality In terms of CO. NO, levqels The trend in the predicted incremental concentrations of NOx for No Build scenario (year 2002) when compared to the Build scenario (year 2004), the concentrations slightly increases. The low increase in the concenitrationsis Is dlue to improved mtixini-ig zone of the widened JVLR vis-a-vis improved emissions from new vehicles despite increase in traffic durinig the two scenarios. Between the Build scenarios for the years 2004 and 2011, the NOx concentrations are founcl to be slgigtly improved during year 2011 due to the fact of improved eiussion factors for all vehicles complying to the year 2000 standard anil there will be no veliicle of 1996 emission factors fITh I;NI \N )MKNINIIDA I IN' I i 1i/1 A/* Nll'n IVI.R/NII \mI\i /It \I t)2 73 The aver age conceniti ation of NOx imoniitor-ed along the JVLR dUIring tlhe year:s 2001 anci 2002 found varying from 29 to 55.8 ligm-3. The 24 hourly IndiaLn standLaid for NOx for iesiLdential areas is 80 igrn-3 Withl the consideration of incremental values as giveni in tlie above table, lhe NOx levels are expected to iemain ibelow the standaids only beyondl 20 m from the edge of the road. lhe project, therefore, will have modlerate impact on ambienit air quality In terms of NOx. SPM andl( PMIO levels The mocdelling analysis results show that lhe predicted SPM levels for the years 2004 and1 2011 (corresponding to the same meteorological conciihons andc monutorinig locations) would range from 276.8 to 560.6 pg/in3 and 427.1 to 864.4 p g/ m3 respectively. The corresponding PM1o levels for the years 2004 ancl 2011 wvould range from 130.5 to 362 6 plg/ mI and 201 4 to 558.3 lag/in3 respectively. All thie monitoied ancl pirojectecl 24 hiouirly average values violate ambient alir quality standaids fol SPMvl and PMKO for residential areas are 200 pg/m3 and 100 jtg/ni3 respectively posing signiificant impact on air *uality. Ml11gal7tion in'a1snlres DLI ing pr oject initiation- ancl construction period, the adveise impacts on ambienl air quality are anticipated lo occur mainly clue to site cleaiaiice activities, construction material movement, and duriLig various r oad consstruction activities The iutigation measures recommenided durinlg constructoll phase are: * All vehicles deliveiinig material to the site shall be covered to avoicd malerial spillage. * Constiuction site to be wateied periodically to minimuse fugitive dust. * All earthwork and constructioni material should be protected in such a maninler so as to minimiiise generation of iust. * The unpaved r oads, if used by the contractor, shall be sprinikled wvith w\atel at least once in a day to control the fugitive dust eiussiois. * It Is understood from the implementing aulliorities, that the contiacLor will utilise the existing ConcreLe, Asphalt and Hot Mix Plants. Contr-actor shall ensuLe tlhat existing plants are licensed and autihorised for operatioll by concerined autoiroities anid shall Uitimilate tlie eniginieer-in-chaige prioI to pr'OCUl'illg materials from tlem. * As soon as constiruction is over the surplus earth shoulcl be utilisecl to fill up low-lying areas. In no case, loose earth should be allowed to pile up along JVILR alignment. * All possible and practical measures to conitol dust enmission duiing drilling operations shall be employed. The engineer-in-charge may diirect to take adeqLuate conltr'ol measures dLepending on1 site conditionis. * Idling of deliver-y trucks or other equipment should nlot be pei iritted during periods of unloading or when they are not in active use. T'his practice musl be ensured especially near sensitive receptors like schools, hospitals, andl places of worship. 1:1Ni1 I\t)\ NhINIRI)A I1NA\1 Ill V/ A&l NII'0rJVl R/NILUIB \1/lLIL \'(2 74 ExhlausL and noise emissions of conlstlrUCtiOln eqLLlipmlnelit's shall adhleire to emisSioin n1oi Ills as laid ouIL by MoEF/ CPCB * Pel IOdiC inspection at construction siLe shall be cariiedl out Lo ensurl e removal of constiuctioni debiis to thie landfill sites Durinlg the iriial yeais of the project into operation, the air qLuality of the stUdy area will i-mprove dLuLe to increased tiaffic speecl all along hlie project road. Fuurther techniical impriovemilenit in forim- of superior enginie desigin in order lo meet the stringent Governmenit iegulationis will also reduce emissionas in the yeais to come. As a iritigationi plan, the competeniL authority shall enforce vehicular enmssion nor ms of the day. 4.7 AMBIENT NOISE LEVEL Durinag Construction phase of lhe pioject, the operation of construction machinery viz , earthlimlovuig machinlery's, loaders, backlioes, concrete mixer etc, and constructioln vehicles employecl for transporting various construction material will lead to increase in ambienit noise levels. The noise level generated from a souice will dLeciease w'itlh distanice from1 souice as per the following Inverse SqLuare law. SPL2 = SPLi - 20 logiL, (r2/ri) Wheie, SPLi, and SPL2are Sound pressure levels [dB(A)] at distance ii ancd r2 metres iespectively Considlering the stationary constructioni equipment as a point source gener-atinig 90 dB(A) at a reference distance of 2m, compuLted distance required to meet the peermijissible liiUts durnlg day time for various lanld usc categories is presen1teCd in the Table 4.2 Table 4.2 Minimum ilistanice r equiire ffor operatinrg stationaiiry eqjuipmnen ts Land use category 1'ermissible limits in day time, Minimumii distance iequired, in dB(A) Silence zone 50 20( ResiLciCil, 55 113 Coninei;al 65 36 IIuIsiLtiSti 75 1 1 The minimium ldistances esinmated in the above table, neecis to be maintainied fronm the coriesponding nearest land use category. Durmig Operation phase of the project, the ANL might i ncrease at all sections of JVLR. The increase Ui ANL will be due to conslant and considerable increase in the traffic along JVLR In order to estimate the JVLR traffic induced noise levels an ANL modelling analysis was carried out during the MLEA study of the 1:RNI kinjlX MNl Il;l,A INl'l, lil/ I \&i N'i Pci IV R/ N C l:xi/J i'iNR 75 pr oject in Marchi, 1998. ITlhe modellinig analysis was carriled ouL usilig ederal Highway Admililstratioll (Fl-IWA) modlel. Due to the clhange in baselinle scenario since Marcih 1998, the modelling analysis was redoine followiing thle samne appioacih and methodology as Lltat was acdopted in tlhe MLEA stuid) More details on tie approach and metlhodolog,y adoptedI '6r cai rying out modielling analysis and the results of the analysis has been presented in Anniiex F The L aqdlv and u.mt1 ight noise predictions were carriecl out for various receptor clistances viz, at 10, 20, 40, 60, 80, 100 and 200 m distance from the edge of tlhe road. The day time LeqL,ia,v covers 0600 to 2200 hours whlile night time L,,1 i,,glit covers 2200 to 0600 hours coiresponding to the prescribed standard for noise levels for different land uses The results obtained oult of thie Fl-IWA modelling were projected as traffic iidlitCe(d ntoise levels. BackgrouLId noise levels of 70 dB(A) for clay timie and 55 dB(A) for night time were furtlher added to the results obtainied thiough modelling so as to represelnt these as ,evsnilt iIi noisei levels f(OI the differenit locations along lhe JVLR The modelling exercise indicate that the day time resultanit noise level likely to occui in the r ange of 70 2 to 71 6 dB(A) at 200 m from the edge of the JVLR aliginmenit wliile the coriespoidiig niglit timiie i esultaiL noise level at 200 mi fiiom lhe edge of lhe JVLR alignmenet would likely to OCCUI in the lange of 56.5 to 61 L dB(A) The modelling results clearly reveal that day andclnighl time noise levels are exceeding the prescribed standaids. The predicted noise levels indicate thIat sensitive receptors located along tlhe middle section of JVLR onl its norther n edge will bear tihe brunit of increase in noise levels. MAligaItoi /Li'/751s'L's The pi ime sources of noise levels dur ing the constructioni phase are thie constrIuctioll machiineiv and the vehicular noise duLe to material movemenit at the site. Ihouglh the effect of noise would be insignificanit during daylime, the residential areas located in the near viciniity of the construction site may experience increased ambient noise levels during nighttime. The mitigatioin measures recommended during constr uction phiase are. * All constr uction equipment's shall be fitted witlh exhaust silencers. Damaged silencers to be promiiptly replaced by conitactoi * DG sets, if used, shall adhere to noise standairds of MoEF * Durinig blasting of hill section near Kamal Aniuoli studios, adeqLuate noise control measures shall be prepared in advance prior to the blasting work starts The noise levels shall adhere to local laws. Restricted blasting woirk hours anc internmittent blasting could be few mitigation measures that can be adoptel. IRNI 1,l \ hNIRDA IIN LI R /ILA&I-MV1 1\'1 R/MLmIiAr /ILAF't2 76 * Constructio1 activiLy Induced noise levels shall be ruligated to tlle extent possible near residenitial area andc scnsitive rieceptors suchI as schools, religious places andl hospitals. Tle conitactor can emilploy mitigationi measures such as restricted and/or interi-utteniL activity or as directed by engineer-in-charge * Opeiation hour's for noise genleratinig equpmllenits Suclh as pile dlivilg, concrete and cdrilling etc. shiall be pre-approved by PIA. The PIA depenlding on site-conditions may regulate ancl/ or resti ict operation h1OUrS. * Workers exposed to loud noise (As per Factoiy Act iLcquirements) shiall weai earplugs/earmuffs DInllng operation stage, there would be an increase m the ambient noise levels along the project road due to increasedl traffic. The mitigation- measures recommlilen-ded duiing operationi phase iniclude * Noise will become a major problem if smootlh flow In traffic Is stopped due to congestioni or bottlenieck situation in the road. The traffic management un1it of MCGM shall Identify suchI locaionis causing hindriciance to traffic flow and shall take adeqLuate reclificat-ion measures. * Neai sensitive receptors "No H-lonking" zones shall be annilounced by placing adequate numbei of signl boards along the road. Road section along lIT camapus, Cenral school, and all resideiitial areas shall be declared as "No hionikinig zones" 4.8 ECOLOGC' The widellilIg of existing'JVLR will require felling of about 519 trees dLiliiig Phase I of JVLR ploject Thle pr-edominanL species to be felled include Slii is/i, Gliiomlvta, T,7adtt, P'ee,al, Ktir-1,zy and Manigo All these trees are indigellous species and cdo not fall undei endangered variety. Thus during construction plhase of the project, significanit adverse imi,pact is anlticipaLed 1on the ecological environlmiienit of the project corriLdor The comiipenisatoiy plantationi piroposed In the DPR will mitigate the adivelse impact on ecology to large extent in the long r ul. The DPR has proposed for comipensaLory planitation nlear Aar'ey colonly area, whlere the available RoW is 60m wide and owneislhip of land rests wilth the State government. As has been discussed in sectioni 4 5, the area has been identifiedl fol construction debris disposal as well. Compensatory plantation on a closed landfill site will be an ideal solution for ecological restoration ancl landfill siLe stabilisation. Nearly 200 m long streLch of JVLR traverses thri-ouglh Aarey colony area. Aboul 30m wide RoW wrill be available for compensatory plantaLion. Thus approximately 0.6 ha of land area will be available for compensatory plantation. Plantinig tress at 5m spacing, nearly 240 Liees can be planled in tlhe area available within the RoW. This is far less than the number of tress felled. Hence besides Aarev colony area, other government-owned vacant aiea shall be identified foi afforestation purpose. At least the same amouLtil of land (i.e. 0.6 ha) nught be requlir-ed to equal thle nulimbei of tiees felled and the numLlber of tress planted as i:RM IN1H\ N IN1I, DA I IN \1 RI P'/I A&\ MI't I \'VI k/NIL,\11;\1/IL \1'(12 .77 compenisatory measuie '.'lhe landl area behiind BSES traininilg instituLte and on eith-ei side of Mithi river wouldl be an ideal location for carrying OuLt comp ensator planitation besILdes tICe DPR-iclntified Aarev colony ai ea Howvever, the Ir'ree authoriIty shall be consuletel for identifying compenisatoi y planitationi area. Compensatory planitation along either side of iiiprovecd and wvidened JVLR is not possible for want of space. ''he available RoW wicitli of 30m will be occupILed largely by 27.2m wvide JVLR. The remiiaining widitlh wvill also'be used for service ioad consILuciCont l proposed in stages DPR has estimated andl piovided an amount of Rupees 4.7 millions for compensatory plantation and lanciscapinig throughout Phase I stretches of JVLR. ThIus with the compensatory plantation proposedl, thle shor t-term adverse impacl on ecology will be laigely) mitigated in the long run and improve the aesthetical value of the area as well. As for terrestrial fauna, the project does not pass tlhroughi any habital of terirestirial faun.a. F-lence the issue of impact on terrestrial faulia cloes notl arise Flhe proposed project dLoes not envisage filling up of any existing water boides HerIce, the Issue of imrpact onl aquatic faunia also dLoes ncoL arise. DII ing operationi stage, thle vehiIculai Liaffic on JVILR will not lhave majoi impact on the ecological envir-onmenit Mil'galitioi imeasulres DuLiing pre-constructioll phiase, the widening of existing JVLR will require felling, of about 519 trees essentially from thie roadside plantatiois. Trees falling wviLthi the alignmenL whichi are to be r emoved before comiumenicement of construction shall be identified and approved by PIA Prior periiussion from MCGM/ Tree authiorities shall be obtained as laid out in the Tree act (the piovisionls of Tree act have been presented in Seclhoi 1 3 1). Durinig constructioni phase, compensatory plantation as provLied In the Dl'R proposal shall be carried out in line with T'ree autlhority regulationis and guidelinies. Plant species suitable for the area shall be planted. Typical species shall imclude a comlbination of indigenlous, fast growing, big ancd small canopy trees such as Acuisii tuiicidlifori,iii,, C7aurima equisnlafliha, Poligii7it puimlda, Alstolti(l scliolrII-is, Thespesui 1J)O/ lliena, Treri-iiilwi can/rlpn etc. Trees wiLh ornamental anld shade values such as Albizzrn IL'IbLeca, Oeloinix regla, F,c:is religioiisai, Sizygiiii ciuininiiil etc can also be incluted. Besides Aarey colony area, oLhei government-owned. vacant area shall be identified for afforestation purpose. At least the same amounl of lancl (i.e. 0.6 hla) iughit be required to eqlual the number of trees felled and the numlbei of tress planted as compensatory measure. The land area behind BSES training lstitute and on either side of Mithi river would be an ideal location for carrying out compensatory plantation besidles the DPR-identified Aarey coloniy area. I RN) I\I,I \ INI RI)A I N\I R111/1 A\& INl'¾i 1\I /NI /II\I 112 78 Hlowever, the Tree auLiLolltY sliall be consultecd for idenitifyinig compensaloy plantationi aiea DPR proposal includLes untkei takinig landiscapinig ol thIe r oadsiSlde andl medtlials, wviierever feasible space is available. Along tlhe medians flowei ing plants andl shlrubs tLhat gi ow to a h1eighlt of about 2m shiall be preferred Thc plantationi in Lh-e imediian will serve as a bariiei against glaring hieadlighL of tiaffic plying in the opposite direction. Over and above this will improve the aesthietics of tile alignmiiienit. DuLing operationi plhase of the project, adequate care of the landscaping and compenisatory plantationi shoLIl. be taken up so as to achiieve'tree authority's guideline survival rates 4.9 NAT7-LIRAL HA131TATS Baseline assessment of the manigroves (discussed in SectioII 3 11) indicates thiat mangiroves ale found only on thie southIenll side of JVLR RoW. ITle local comImuniLty has desticvted niuchi of the mangroves andc the landt use has been changed to grass landis. 3aseline status also Indlicates thiat niangroves founlLd along and withlinl JVLR RoW is sparse anid is being unlider destlruCtiOnl wit tile disposal of dlebris. Hence, the applicability of thie World Bank OP 4 04 cloes not arise in this project. FIom the Indian legal framework perspective, the JVLR aligimient in this regioni has been approved by tile MoEF as a paart of CZMP of Greater Mumbai undiei CRZ regiIlattiois. On either side of existing 2-lane road, debris (mainly COmpi iSilg of COlSttrUctlion andc soil waste) has been dumped along the easterin stretchi of JVLR. l-lence thie project rioad developmenit anld wideninig will not impact the existinig mangr oves swamps found well away fr-om the project roadl RoW. The widening maya reclaim 0 2 ha of land on the southerin side of RoW It is notable here that MMRDA has mooted a separate project to develop a marine mangrove park between Kanjur village and MuLundIL witlh an objective to rejuvenate and protect the existinig mangroves m dilapidated form TIhe proposed paik, whicih will be dLeveloped over an area of 150 hectares of landl initially, will be spread to all 1000 hectares of salt pan land available in tLhe region1. This woulcd go a long way in iutigating any adverse impact the JVLR project might have on the existing mangroves Miligation meass111res DLurilg constiuctionl phase, all activitlies, consItiuction vehicle movements and other miscellaleous activities must be restricted within piroject RoW Tempoiary disposal of dlemolitioni debris, felled tLees or locatinig labouL camiips and (2)' Souice Ne" spapertepoitil the linmesol ndma dahtdt'A,, J ene201)2 IIRNI l\D)I I NINI RUA I INRAl 1I /LA&FNII't JVLR/NIL\III \ LNI (2 79 stockyards beyond the project RoW must be avoicled near thae degraded mangrove patch observed near EEH. Dui ing opeiation phase of LlIe project, N/ICGNM anc MN4RDA shall ensuLe thlal indIuCedl impacts of JVLR p roject dloes not affect the sp,arse mangrove swam11ps foudIll in tlhe area. The Induceel effect of JVLR piro)ect will be mainly p rolifeiation of slulms along tlhe R&lR site p roposedL neai KanjuL marg ra,ilay statioin MCGM and MlvlRDA can also conIsider imi-eplemntiiig a scpai ate pro)ect (oi iecl,iimirig and conservinig the mangriOves In the region 4.10 PRESENCE OF SENSITI VE RECEPTORS During construction stage of Phase I of JVLR project, one kinderga.i Len school located near Miluid nagar along western section of JVLR will be removec. The RIP prepared by MMRDA for Phase I of JVLR has adequately ad1dressed this issue. The R&R site identifiedi near Majas village for tlhe JVLR PAPs has been providted with 11 number of Balwadi (Kindergardleni schools) facilihes. Before iemoval of the school, the PAPs will be relocated to the R&R site readiedl with all facilities andl ameituies as provided in the RIll' repolt lence there would be no significant i-mpact on tlhis Issue DuL1ig o)peiation phIase, tlhe aciverse impact on sensitive ieceptois will be cILue t iniducedl impact. The induced impact due to traffic movement will be felt especially in Phase 11 stiretches ol'JVLR. Along Phase II stretches, two sensitive receptors viz., IIT campus and Kendriya vidyalaya are located Tlhe 111T campus is faiily wooded and Its instituLionial buildings are locaLed.litlk' far away from JVLR behilnd the wvooded area. Due to tilis the induced impact will not be significanitly adLverse As for Kendriya VIldyalaya located outside the Rol/W but'close to the JVLR near LBS Nlarg juIction the induced impact miguht be adveise. Near this school, lhe tiaffic on JVLR will m1ove at two differenit gracdes durilng operation phase. 'I'le traffic moving at gi ade level of existing JVLR antd other maoving over flyover being constlucledl at LBS marg juLiction. The 2im hiigih bounidary wall of the school andl the I 15m highi side barrier wall pr ovidLed in the flyover structu ri eiaav mitigaLe some of the noise emanaled from vehiculci traffic on JVILR. Thle plantationi measures could mitigate some of the adlverse impact furtiler However, plantationi has to be car r ied out inside school campus fol wanl of space witlin JVLR project RoW Mlitigti7lni HIlil175 Ure'S One kindergarten school has been reported to be locatedt wiLhini the RoW along the wvestern section of JVLR. The R&R site chosen for the PAP's will be pr ovided witlh about 11 numbeir of Balwadi's (kindceigarten school) along with manly otlhe amenities proposed in the RIP. This is a sufficient R&R measuire The R&R site amenities shall be made fully functional before relocatinig lhe PAP's ERNI l\DIIA NINIRDA I INAI R I A/1A&LNMIP1 IVIR/NILNl; \I /IL NI\'i2 80 Duiling Pliase 11 of JVLR piroject, IlT antd Cential Schiool located along RoW of JVLR may be impactedl adLversely CduI tng COInStl UCtIOI1 arl opei atioii phase Impacts will be felt mainly on AAQ and ANL Issues. MliLigaLioni measures recoMImenlded undcle respeclive sections shall be aclhei ecl. Iraffic congestion befoIe IfT campus is frequent especially during peak hours. The DPR consultant slhall prepare an exclusive tL-affic management sclheme for thle IVLR section befoi e lIT campus 4.11 PLACES OF WORSHII' Nine cullulal properties com1prisin-g mainly of religious structures and pirivate places of worship have been idenitified as affected along the western section of JVLR The eastern section has one such temple near the soutlherii embankmelnt of existing ROB. MMRDA has prepyared the RAP & CEMP epoi tin compliance to Gover-nmelnt of Malar-ashtra's R&R policy specifi-cally outlined for MUTI P. Sinlce tlle pr oject incepLion sLages, MMRDA has carried out the following studies pertailling tc R&R issues of the pi oject * Baseline socio-ecornonLmicsurvey (BSES) of the projecltcorrLdo1, I1996 . Rehabilitation action plan (RAP) and Communlty environimenLt mlalnagemelnt plan (CEMP), 1998 * Relhabilitation Implementation Plan (RIP) ieport, Diaft, January, 2002 As pait of these stucdies, MMRDA has carried out "I'-roject-affectedi-conlliiuiiiiiitl' consultation and basecd on that, an action plan for R&R implemenitation las been OutllIneCt, wliich is presenlted ui thie followinig sectioIns. 4.11.1 Project-Affected1-Cominriuiity CoIIstilta ioi As per the RIP report, in view of the time gap betweeni BSES (car riied out in 1996) and the project im1plementation (tenitatively schecluled for star-t in Sep'02), dletailedl infor mation about the R&R schene, its impacl and each household entillement was once again disseiriinated to thle lAHI's. Individual homne visits and group meet-ings weie eimployed for clisseminia tion of information. DuLinig this conisultaLion pi ocess, the Issue of relocating nilne cultuLal ploperties was also discussed with respective place/ structure owner. Out of ninie idenitified places of worslhip, only four of thlemii have an affected plinith area of more tlhan 100 s°5 ft size as can be inferred fr om 7 alyle 3 17 i7i secliou 3.13 1 The other five places of worship wer e not significant ones and thle issue of clearing them without relocating it anywlhere was discussecd duruig the comimunity-level consultalioni process. The Slum Rehabilitatioii Society (SRS) - a Consulltait appointed for overseeinig the R&R implementation durin lg Phase I of JVLR hias asserted lhat clearing these five places of worship would nol cause any socio-political repercussionis as the PAH's and the left-ovel community living near these affected structures have been consulted and notified. LAWI NI) 1\ NINMI)A I IN \1I i '/I/\&I NII'L'i VI R/N1ILMI1.\l /IL\1')2 81 The results of commullity-level consultatton process for tihe other 'bigfour" - if thev can be classifleLl so Is pI vided below. Resudlts of the commiiiiunity-level co,isultatio,i oni relocaitiiig iltices of zvorshily Namie of the l ocation Results of consultation place/religious chainiage structlue , kis i GtlandI Nlahaial 0+300 Ilc teiiiple N ill be atfectet lullv btit t[he lall in lioonl oi it will nlot be teimple (IDNo 143 as affected Consultilon Was ciii I oLul t With Nl Sutldhakei Ballpute, pea SRS) PiesLilentotSliiSucLfLakei Bl3aiatlieKalkaChaliittbleTiust,A4-4173, NMl.nbai Dii U1g the coLrsultation, iIe wvas inloiounied tiatt le teginpIc couldL ble SlilftedI to J Site at tlle eai of the existing site andl the tlemple c.itnitiittee shldtlLi accept iesil atisibilitv ,iI recon sti Lictilo ot thlc teliplC Trhe constultants have iLeitiilledl tle leal of em\sting teitiple clicli Is ist a waW fitoni ROW\' Will bIe suitable ftf lehocatoll Inl thlie tIeCs place tilntifil lfot leiiiple idelocalion, the RAP L (iItulIta its hakV iLicidtifiedl 2 ltlicilds tHIM Will be affeCtcLt de toL shi tShugitt 01 te(itiple 1 lie 2 ['Al-I have been inClUIde ue1idL e tile IVLR pi olect altetedd PA-I-'s Tlhis would enable Ilict i to jeceive all RAP and CENiP eiititleti eIits tl at Ihave leeii %c oi ked- otut ,s pa it of JV IR pi oecCt T1 in the Issue ot piovilidig Space has b[eci Sotl teCI otUt As lot 1a 1 piovidiig 10onetaIN' SiltppOI t th tle IeCoIsIti 1.tion, COiiSUI tal itaie In ll iSCUSsicto With Poloeect aLtlIotlties to Woi koutt lile ll(oldllltie's 2B tLi i hail (t380 I Eihl iZlUlict FUMPICW%ll hbe tleeCO l luIN butint thielhalt iu Ui foul oi it will Nla1id.1ii (ID No 97 as ii t Ibe aflected Colistillttioll wtws (:,t Iit( out with Ml N A\ Clhavan, lSci SR) Pi et lltCq ilt tL t temIIpIle ' IiSt DOii 11to the iCiisllaticn, lIe c\ as It ciiedLc tliat tlhe teiniple coL I'i be slut eted tic a site at the rca ti t the existing, site alld tIlc lelmiple committee shilod accept iesponsibilitv fto meComisti tltmIOll OIt the teiple 1iesdetlit ct1 thle ti ulst algled toi uLIeL tlake such i espoInIlitIltV pI ovIlIed the I eIica0lMon sie1 Is IdeitilmedL amlid cost ol lewiLst iluctm ii is sanctolooedL I lie cilnstiItXatlIS itslave Idelitifedi tIle Ieat itf existing e tellltIe WhI tl Iti st ci 'ci 1 Ot Ru oV Ill be suitable lot telcxation In the new place identilied lot temiple telocatioi, the RAP consulIanis havc identi iedi 2 househIoild It %m till be ate(lettd dIuC to sIlitltlg ot temlile lle 2 P AH have beeii imieludIC u.idet tile JVLR pIlOcct affeCtcle PAt-Is hlilis Would enable tlieiiu to Ieceive all RAI' atld CEvlP eiittleeiiilts HiMatlave been Woi kel out as patt ot JVLR piolect Thlus thIe ISSuc ot fpiovidtlIg space lias beeil sirted out As toI as pc-OV tIlls' g iii 0tni *0 V stIppol I to tIli reconistrtictioti, Consultant-i tsate I liscussion Wlh1 Pit Olet aitLtll itters to wot kotout the m(odalillies 3 ntipaIt NlanLtti 2+750 1i is temple was idtite d il ecetitit uL lie toi mod ldfica tion ill tFDleD pioposal It is locatedi on the piopcsedi allgientCit (fsetivtee i oails iieai Kmimal Amittolti sttudios, Coiisltatm.1LIiOi W'cdS C.iIi ied Lciit W1th Ilte N'tl lD)Ita PItilavaie, PICesidelI .itid NlI NIniii a Diii ng [lIe Ccci IN-tlat eion, lie was iltiio m edi tliit Ithe te plIe coul li be sllf te i tc .a site dt file i C of utlte existilg Site dtid thi telti lPIe coni1 iuttee siould aecept responstbiltt foi eCCOilStltl UO1t 01 tIle tetlpipe 'I ie coliuiltalits hlave ieiCiltitCLI tItllea of e\tstting telihile wslici is itist aiay ioiiii RO WV wc-ill tie sutitable tot telocatou ll it Ile neIc place iLdenltitedl tot tetiiple telocation, tltete is vacant space available T111S itLe ISSit e of pt ovid ig sliace has beeii sot ted ccitt As tot as p iv vidint gllo ntiell sitppiit to the IeCOIIsti iCti]c1u, CoIiSUltalts ale In d11isCUisici1 wiIih P Ioeet autt LltIiies ltto '\i kioult the iL 10.cilWtes IkNt t;NI XI, NIN IMt A I-)N\I 1u11m/I A& N-I l'lt IVI lR/NIL.\Iii,\i /I ,I112 82 E8 x.1l >\ §INlN/>-IAl10 .lN'i'V:/J 11 l\Nl lVlINININ VICN\ INIlMi {AlIIpIA&)Id SU lo 11'\ 1 ; 1 to,; UI Oq sL'L i)1t,d%s 'AilI11IA0d Jo aL) si o'1 AlIAOidSL' ol' sV IluL'L' x 0 3IatIl0Ill)Ia) ;1do,31 'j alvl tl' . I -)I. ' 0. 1[ L 11' hillS ko IN I o Nli I 1[(k 1 511 121 li Is I io d2 I[Il\ .]tpnsil r'jiti rs po 1. p2'21 Ciiim' 1n.3i t q Ir . 11t o21pIciis21 i 2 611dtk _11i1 OIk [lO ll lId-.1k 1,11.1' II SIk kStkL 41101 111 11° ' p .11,1k 1 . *1 , 1 1i11k. 11 d 115O1e1 0 1,"1 u Ikkl )LI,] 0 e 1k i 2 m1 2110 ;1' Ill .lmktis .Ij lk.1 Jo1(1121) 2111-A mI'qm 101k IJk 211k1A1( lIi 'kkkt'IkSL1 1 211 1, OD IJIM lIO( .)]dI "];) ;Dtil lrUP .DIN ',411.SIV) -'L11 1) IP.I ZL ;"1 IP .I LIs O l IN).z I(S O( 1)[1- aILI,) illon it. l It 'll] J)DUI 1111 O 1 'IOJliILl- 3LI.] ,('l lolilsi: A ll HItiC] Is1 m 211) JO(' l2qIll21I.\l - Il1 Indk'll11l'N I1I)(IklkVC] SI'J `We SICCI 'I'II N 1IN ]1A kN 'Lill i st i 11 I -DI] 111° .)p "ls d 'd Iltlt'A, eN k L vItL V 11'N t11 JI I l) (zt-i IN Ci) I. [1 r 1 0) (kl t'm1- l'.SI koj L l lilii po1pal i, 1 1110 211dL l'I k L l l tkiiLle I OO)s+z III)tItI1. 1 fLL ltkr L'V tf- sami) aifl)plhls tiOilu1InstfolSUo Jo slnsll uoiJI:OoJ aqi JO sallUIN 4.11.2 Action Plani Basedi on the feedback obtaiined tlrough Public consultation process, R&1R Consultant has outllinel an action plan. The actioni plan is presentetd below. | - Metihoilologyfor i of E tnt o Propotped ICoitintion IlA rrongellieut C tin TFi No ilecdiltg itsfate & Yenr St Mrs ) aeffSctred Treatmient tilplmlielitatllou Supervisio ir Rniie Colisulklboll ~ (i tvltrs thefece ID No 97 COnsultation With th FII hntO B eu1I 2 monithis ifter the Buddhlla Vihar Mandir PraI p Nagar - coiiiiiitees andl tIl 27 5 Partiia0 the realr snto B\ People SRS 70,000 shitting ot the 2002 af.tted families ID No 143 C ltatiolwith tlhe 2 moniths atter the , Ga)Ianan oPratap N - committees anlL the 7 Fullv Relocation to 2 montig of the 3 anr Sanput Nagar trustees on 301 Apnl the rear side Bx People SRS 2002 atf-tedl taifmilies Consultation With the1 2 months after the HanUman NlandLir ID No 474 comiuittees andL thle 11 7 Relocation to B\Peopl IR shlitin-g o-f thie Sariput Nagar' trusteeston 3r,l April thec rear side B ep5,0(1 atceltanis 2002 aftdfmle Consultationii with thle 2 mion-th-s attcr the 4 Ganipab NvlaiLoilr Sanppitnagar coide l lsttees on tiile 1352 Fullv Relocation to B1 Peopie SRS 60,00K) shithig of tie OppOsitC SiLle trustees on 3;rJ Apf i the rear slde ateel ais 2002 Rxl lEn tXll\ll;ll\ 1 1x I;n/l hererMid affected taml/hes IRMI\t Nr' MNIRIiA I i\ RI i '/t A&t Mlti' yrI R/Nitisv \1 /Ji NI'0)2 84 4.11.3 Cultural P-r)oper-ty Issues iii Pliase II of I VLR During Phase IL of JVLR project, some religious places wi"hich are located very close to the RoW, will experience the fallout of adverse impact on ambient noise levels, both during construction and operatioi stages of thle projecL Since the DPR proposals are not yel ready for the Phase 11 of JVLR, the places of worsllip that may have to be relocated could not be ideentified in the present study NMIRDA is plannuig to follow, the same approaclh th-at has been followed in all MVIUTP's incluting Phase I of JVLR, towards addiessing the issue of relocatioll of places of wvorship. The adverse imrpact, if anv, will be suitablv addressed in the RAP and CEMP tlhat will be prepared for the project. As for other cultuLral properties viz., archeological (prehistori-c), paleontological, historical, and unique natural values are not founid along JVLR. MAitiganlumo iiieasui es The nine cultural properties idleniLfied along Sectionl I of JVLR shall be irelocated/ cleared as per the community-level discussions and lhe action plan workedl out withi thie local community/ owner of thle structuie. The conilmunity-level discussion reveals tllat all tlhe culturlal proper ty owners are willing to relocate/ clear the area for the implemeintation of JVLR project. Hence, no aciverse impact is anticipated Onl this issue. However, the R&R consultanLs shall constantly interact with the communilt till tie temple is reconstructed at the agreed relocation-site. The Consijltarits shall also ensuLe lhat the affected households due to relocationi of Lemples are adequately compenisaLed as per the RAP entitlements worked out for thie JVLR project. No aichaeological or historical sites exist wiLhini the project sludy corrildo and hence no impact is anticipated on this issue. However, as a stanidard practice, any clhance finds of fossils, corns, articles of value of antiquity, strucLuLes and otlhei remiiauits or things of geological or archaeological interest durinig pre- construcioll or constructioni stage, shall be tlhe property of the Goverinmelnt anid shiall be dlealt wvitli as pei provisions of relevanit legislation. Thle PIA shiall seok dii ectionis from Archaeological Survev of India (ASI) before instructing the contiactor to recommuienice the work on site 4.12 UTILiTYyDIVERSION Durin-g constTuction- phase of the project, significanit numuber of utility service equipmenits will be relocated. The list of utility services, which are lo be relocated, has been presented on Sectioni 3.14. A surnnary of the utility services to be relocated has been presentied in the Table 4.3 URNI-R I\11l \ Nl\IMRI)M A I INAI Ri /1I A& I WI\'I R/hILM13 /l\1 02 85 T1ab le 4.3 Suimiinary oJf iutility services to be relocated dluring Phanse I of JVLI? Utility service Sectioni I Sectioni III Watei suLppl1 line, meties 726 60 Telephone cables, meties 3,110 3,0(10 Undeigiounld electi city caibles of B3SES, ineties 14,594 198 Uncleigiounldi electricity cables of l\MSE13, nieties 3,214 2,804 As per tihe construction program, the Utility services relocation will be doine in two phases for Section I portion of JVLR. Both the pliases will be carried oult in abouLt five monili's time. Along Section 111 of JVLR, the utility service ielocation will be carried out in smigle phase witlinii 2.5 monithi's time. Significant adver-se impact is anticipaled while rielocating water supply pipelines and Linder groLtnCl electricity cables. The adveise impact will be significanit oil the westeril section of JVLR In oiLler to mitigale aclverse Impacts, all utilities, sucIh as water supply lines, electrical installatiois, telephionie lines elc. shall be silifted aftei pric)i approval ol agencies Utility relocationl shiall be carried out in slhorltesL possible tlime to reduce inconvenlienice to public. 4.13 07-IlER CONSTRLICTION PHASE IMPACTS 4.13.1 1iwpacts dute to Sitinig of Labour Camips Construction camps include woikers' i'esidenltial areas, and tlhe grounds where equipmenit is stored and serviced anid wvhere materials are stockpiled. Careless ConlstiruCtiOnl camp designl and maniagemilenit can lead to seriOLIs envilronllellal degradation includinlg * sew,vage and garbage pollution, Ldepletioni of faunia and flora Lhroughi illegal harvestilg (poachilng); * infrastructure overloadinig- health services, * sewage Lteatimienit, * schioolinig * law enforcement; and * spills from constructioll eqluipment operationi and servicinig. The Dl'R lias not identified or piovided any location fol- Sitilng constrLuctioll camps. It would be contractor's responsibility to locate a site suitable for his woik linder lhe general conditionis of contract and as per MRTH specificatiois for road and bridge works (MRTH specifications will form part of the contiact). It would be contractor's responsibility to ensure that he complies local laws, if any, pertaininig to construction camps siting and the area identified for siting construction camps are appioved and authiorised by competent authioritles. The PIA/ PNvl' will approve the area selected/ identified by the contractor. IRN I\i)i \ NINRI)A I 1N \\1 RUL'/LA&L;N1' ( \i 1J'1 R/U.IIi \r /IU. '(I 86 4.13.2 Impacts ildue to Sitinig of Borr7ozv aiiii Qtuarry Mtterital Areas Quarry andc bor r ow areas ideLitificationi will be the responsibility.of tihe contractor as per Iis contiLactual condlitionIs T'Ihele are no borrow areas Idenltified along project road corridcor and hlence the impact Lue lto borrows ar eas opening does nol ai ise The PIA/ PN'IC will approve the area selectecl/ id-entified by the contiLactol before he actually procures materials from tlhei. Il would be coniLactor's responsibility to ensure that boriow ancd quarry areas that he has ideniLified aie approved and authiorised to operate by compelenL authorities. 4.14 IMPACT OF ONGOING OTHER DEVELOPMENT PROJECTS ALONG JVLR Twvo flyovers presently under construction stage and one flyover proposed near SEEPZ road junction along with JVLR wideninig proposal will have significant positive impact on the JVLR project. All hlie thiree flyover siLes have been chiosen at major jUllCtiOlnS where considerable traffic flow has beell obscrved Thle positive impact of Lhese flyovers will be felt duLIng operatio n pilase of JVLR pi oJect As per the traffic volulmie suivey carried out in February 2002, a daily traffic volume of about 68,583 vehicles is plying on the middle section of JVLR. The eastern entry/ exit point to the niiddle section of JVLR is through LBS Marg junction. Since LBS mnarg is another major link in M4MR, the,traffic intersection al this junctioni is considerably congested thioughiout the clay. Traffic signals have been insLalled at this junction At tihe vvester n entry/ exit point to middle section of JVLR, anothier flyover is presently tLiLler implemenitation The western entry is' tih'oughl Saki viliar road juniction. At this junctioL tiere is a staggered intelsection along Saki Vilar icad This causes ulIdue hardshillp to the traffic creatiig a bottlenleck situation l-lence constructioni of L&T f'lyover will hlave significanit positive impact on the JVIR project Near tihe SEEPZ road junction, one new flyover has been proposec. 'rThe SEEPZ area with an extensioni being plauiecl hlas potential to gIrow exponentially l-lence lraffic at tliis Jun1ction1 will increase anid hlence a flyover at thlis junction IWouldl have significanit positive impact on tlie JVLR pioject. M11t ga tllh Ilct'aslilres Thle construction programmune/ schedule for tlle two flyovers (near L&T and ILBS marg junction) presently under construction stage may overlap witil the JVLR Pliase I implementation schedule. In order to avoid any adverse impact on JVLR clurig lhe construction phase of flyover projects, Environmental managemenl measures are being reconmliended and are presenled in Annex H. IRM RNI I)I XINIMRDA) I IN \1 R AI'/i A\& l NIj'p lVLR/NMloll\m/luj\f ')2 87 These flyover projects are being implemenled by MSRDC untder separate contracts outside NM UTIP. The measuies reconmuien-idecd in Annex H do not have any cost implications andl complises of good construcLtL6n practices andt housekeeping measures. As implemenitinlg agenicy, MSRDC - which is also the implemen-tinig agency for the JVILR project - shall ensUre that tlle recommenlded measules aic followed antd adloptedl by the contractor. LRN DIA IV NINlRIlA II\L RI if LA&INil' I VI .R/MNu,M\mI/Iu,W'o2 88 5 ENVIRONMENTAL MANAGEMENTPLAN An EnvijonimenLtal Management Plan (EMP) hias beenl recomimiended in1 this Section. This EMIP takes inlto accoLtit all the environimilenital issues andl thle coliesponding mitigation- measures l:roposed in Secti6ivi 4. The EMP plesented below includes: * Specific actions to be taken' vis-A-vis site-specLfic issues, * Responsible agencies for its implementationi & supervisioni, * Time frame for implemileniiLing iuligative actions; * Reference to contract dlocumenits and specifications; * Project level envirounmental monitorin-g; * Environumienital status ieporting fiequency, anid * Institutional ariangement, StrengtLheninig of tlheii capability, and role. 5.1 ENVIRONMENTAL MANAGEMENT PLAIN FOR PIIASE I OFI VLR PROJECT The EMP lhas been delineaLed for all the thiree stages viz., Pre-construction, ConstliUctioin and Operation stages of tlie project anad is piresenited in Table 5.1 tIhI1oiIgII 1table 5.3. 5.1.1 Environmental Monitoring Plan In the Consolidated EA reportl oni MUTP prepared by MIMRDA, project level environimental monitoring plans have been developed for various MUTP sub- pro)ects. Ihe plan included reconmuiencded monitorinig siLes, parameters to be monitored, time and fiequenicy of maoniitoring, and collection, analysis and repoi Ling of monitoiing data The objectives of the monitorinag plaan are * To iecorcl thie impact of MUTP on urban environmental quality during the cons tmLction and operation phases. * To evaluate the effectiveniess of the ziiitigationi measures during the consti u-ction and operation plhases. To satisfy the legal andc community obligations To iespond to the unanticipated environimenital issues at an early stage and to verify thle acculacy of environmenital impact prediction. The monitoring plan reconimended in the Consolidated EA report for Lhe JVLR was reviewed ancl revisecd Hlence, withi some modificationis tlhe m1oniloring plan is presenited in Taible 5.4. LRNI INiml \ NINIRIM)A lIN \1 1\11i/I /N&I KIIM.I VI R/ MUN11 \1 /IU.Nl 1)2 89 Taible 5.1 Pre-Construction stage EMP for Pliase I of JVLR Project Environmental Mitigation Measures Cross to Time Frame | Responsibility Issue Documents Implementation Supervision The entitlement framework to the PAPs shall be Resettlement in accordance to the RAP of the project. It shall be RAP Before Start of and ensured that all R&R activities be reasonablv Requirement construction of MMRDA MMRDA rehabilitation completed as per RAP, before the construction relevant section. activity starts ui the relevant section. Resettlement of All cultural properties that have been identified ui Before Start of cultural Table 3.17 as affected shall be resettled as per the RIP requirement construction of MMRDA MMRDA action plan laid out m Rehabiltation section proper,y Implementation Plan (RIP) and Consolidated EA Trees falling within the alignient which are to be Preservation of Ecological removed before commencement of construction Tree Act of Before Start of PIA impacts due to shall be identified and approved by PIA. Prior Maharahtra, construction of Contractor MMRDA tree cutting permission from MCGM/ Tree autlhorities shall 1975 relevant sechon be obtained. I RNI [Nfl N\ 1N RI A I\ Ni' 1\ 1'/I.A& INP11 IV R/NIL\ I;x/IL \1 02 9(1 Cross Responsibility Environmental Miti-ation Measures Reference to Time Frame Issue Documents Implementation Supervision All activities, construction vehicle movements ancl Natural otlher nmscellaneous activities must be rest-icted Entire Pre- Natural twithin project RoW near the mangrove habitats const-uction habitats neai- found between Kitis 9+750 to 10+300. Temporary MRTH 201 2 and Contractor/ PivIC PIA sestioerii disposal of demolition debris, felled trees or consbuchon section of JVL locating labour camps and stockyards beyond the phase project RoW must be avoided near thlis section. l emporary traffic arrangement durig ig construction within RoWV has been plaimed ui the DPR. This plan shall be periodicallv reviewed Local traffic with respect to site conditions. MRTH: 112 clearance and Contractor/ PMC PIA/ arrangement During site clearance activltv, the demolition .MIMRDA construction debris shall be preferablv removed durmig non- peak hours and with deployment of more vehicles for the purpose. The contractor shall take all necessarv measures for the safetv of traffic durinig demolition and site Traffic Control clearmg activities. He shall provide, erect and MRTH 112.4 During pre- and Safetv mamitami such barricades, mcluding signs,. MRTH. 112 construction & Contractor / PMC PIA , markmgs, flags, lights and flagmen as mav be const-uction required bv the PMC for the information and protection of traffic. I I'M I ' ,NI \I I ) I N I 1;; P/I A&I NI, VI R\ NI II; \1 /IL \,[' 12 91 Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementation Supervision Special consi Leration shall be given in the local traffic management to the safety of pedestrians especially at sections between Kmiis 0+000 to 1+500, Before Safety of K,nis 2+500 to 3+000, Kniis 4+500 to 5+000 anlrd Kmiis MRTH 119 Construchon Contractor/PM4C PIA pedestriais 9+250 to 9+750. The temporarv traffic and durmg arrangement within RoW as recommended in the construction DPR shoulTd be kept free of encroachments/ commercial activities. LDuring entire Impact on land Construction related activities shall be preferably sTte clearance use outsidefeM T 02 a ohco I RoW restricted withm project road RoW. construction phases All utilities idtentified for relocation in the L)l'R Utitvit (details provided in section 3.14.1 of this report) to Before Start of rel-cahon be shifted after prior approval of agencies. Utilitv MRTH 110 construction of Contractor/PMIC PIA relocahon shall be carried out in shortest possible relevant section time to reduce mnconvenience to public. \lote PIA - Project Imiplenmenting Auttlhority, PMC - Project A4aIIagemient Coislailtinit, AARDA - Mulminnba AlIetiopolitan Rgion1 Deze!ozllopmnt Authority, NIRTH - Munistry o1 Road Transportation anld HlghUia11is (formierly Ministry of SaIfaIce Tianspot t, AIOST Specifications for Roald eandl Bridge I Vorks, 3rM Rezvision, 1997), RAP - Reiabilitationi Actioni Planll RIP - Rcliabilhtation 7inpleIcnien ttion Pl/ti, R&R - Resettlemient & Reiaibilitatittol, CEAM1P - Comimni iiity E7i,1on nien tal Aniaiiigemrien t Plan, CEA - Cobisoidaited Eiiv7 o)i iiiint,at Assessienlt, MCGNI - \Allniptln Corpoatton of Greater \AllMimbi, RoW" - Riglit ofay, PRo lV - Proposed Riglit ofl'Vay [,,,I 1' NIMII \A I\ \1 1\1 P/I A& NUi' ' IVI R/N u\NILM /IL\I.t2 92 Tawble 5.2 Conistrutctioni Stage EMP for Pliase I of JVLR Project Environmental Cross Responsibility len Mitigation Measures Reference to Time Frame Issue Documents Implementation Supervision I he unpaved roadis, it usedl by the contractor, Plying- veh-iicles shall be sprinkled with water at least once in a on unp ved day to control the fugitive dlust enussions. This MRTH 11110 Construction Contactor PMC/A practice shall be adopted especially near sections phase between Kuis 0+000 to 1+500, Kiis 2+500 to 3+000, K)is 4+500 to 5+000 nit Kiis 9+250 to 9+750. All vehicles deliverina material to the site shall be MRlH:111.9 kntire Material spill o MRTH:111 11 construction Contractor PMC/PIA covered to avoid material spillage. MRTH:111.12 phase It is understood trom the implementing authorities, that the contractor will utilise the existang Concrete, Asphalt and Hot Mix Plants. U Conhtactor shall ensure that existing plants, which Usig existig are sourced, are licensed and authorisedi for During entire Concrete/ operation by concerned authorities and shall MRTH 111.5 construction Contractor/PMC PIA asphalt plants mtimate the PMC/PIA prior to procuring phase materials from them PMC shall procure relevant documents from the plant owners to ensure that the' are adhering to relevant emission norms as laid out by MoEF/ CPCB. kM' nI;,X MM j,R \ NtIN)II;A 1~XI ki~s,\1 1l/I ,\&I NuI'n'M JVRI) I/NIL\ll \P /At\F 12- 9. Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame It F Documents Implementation Superision Watering to Construction site to be watered periodically to During entire control dust at 1M11mize fugitve dust generahon MRTH. 111.8 consteuction Cont-actor/ PMC PIA site miiiefgtv utgnrto.phase C(ont-actor shall ensure that the transport vehicles Roads used for used to ferrv materials and dispose debris does During entire transport not create hazardous conditions for general traffic MRTH.111.9 construction Contractor/ PMIC PIA usinlg the roadlway especially the WEH and phase nuddle section of JVLR. The construction site should be barricaded at all During Barricading site time ui a dav witlh adequate markmig, flags, MRTH 112 construction Contractor/PNC PIA reflectors etc., for the safetv of general traffic phRase movement and pedestrians. Ali earthwork~ and construction material should During entire Earthwork be stored in such a manner to minimnse MRTH 201.4 construction Contractor/ PMC PIA generation of dust.and spillage on roals. phase ILdling of delivery trucks or other efquipment Idling of should not be permitted durmig periods of During vehicles unloadmg or when they are not m active use. NIRTH 201.2 construction Contractor PMC/PIA This practice must be ensured especlally near phase sensitive receptors like places of worship. N9N t14'1 i\ l R /l A&l Nil't'i IVI R/N41,\1B3I /It m t2 94 Environmental Cross Responsibility Mitigation Measures Reference to Time Frame Issue DcmnsImplementa'tion Supervision Documents All possible and practical measures to control During Drilling noise emission during drilling operations shall be Durcng MRTH Ill construction Contractor/ PMC PIA operations employed. The PMC may direct to take adequate p Iase control measures depending on site conditions. Construction Exhaust andL noise emissions of construction Legal During equipment equipment's shall adhere to emission norms as L e nt construction Contractor PNtC/PIA emissions laid out by MoEF/ CPCB. requuement Noise trom construction All construction equipment's shall be fitted wilth relateruchants exhaust silencers. Damaged silencers to be MRTH: 111 During Contractor PMC/ PIA related plants & construchion equipments promptly replaced by contractor. Noise impact due to DG sets, If used, shall adhere to noise standards of MRTH:111 During Contractor/ PMC PIA operation of MoEF. construction DG sets During blasting of hill section near Kamal Amrohi studios, adequate noise control measures shall be Noise control prepared in advance prior to the blasting work MRTH: 302 Before Start of starts. The noise levels shall adhere to local laws. PC Sub Clause construction of Contractor/ PMC PIA measures Restricted blasting-work hours and intermittent 45.1 relevant section blasting could be few mitigation measures that can be adopted. IFRM INDIR\ DNAIIRJ)\ I INAI RlfP/I A&l NMl' IVI R/ ML\\IXI /IL\I '102 95 Environmental Cross Responsibility Mitigation Measures Reference to Time Frame Issue Documents Implementation Supervision Noise level -construction activity induced noise levels shall be During near residential nt between K,,,s 0+000 to 1+500, KiMis 2500 MRTH:111 construction of areas and to 3+000, K.s 4+500 to 5+000 and Kns 9+250 to PC Sub Clause relevant Contractor/PMC PIA sensitive 9+ 750. The contractor can employ mitigation 45 1 sections reeptrsie measures such as restricted and/or mterrruttent receptors activity or as directed by PMC. Noise due to Operation hours for noise generating equipments foun-idation such as pile driving, concrete and drilling etc. works at shall be pre-approved by PIA. The PIA PC Sub Clause During flyover site/ depending on site-conditions and as per 45.1 bridger slte/ prevailing local laws may regulate and/ or restrict operation hours. Exposure to Workers exposed to loud noise (As per Factory MRTH: 111.6 Durmg Contractor PMC/PlA loud noise Act requirements) shall wear earplugs/earmuffs MRTH 105.2 construction Construction material containing fine particles shall be stored m an enclosure such that sediment- Storage of laden water does not drain into nearby storm consthtuction water drains and underground sewage pipes MRTH: 306 Durmg Contractor PIA This practice shall be ensured especiallv between construction material Kitis 0+000 to 1+500, Kiis 2+500 to 3+OO, Kuuis 4+500 to 5+000 and Kiis 9+250 to 9+750. Where drains and sewerage system is in place now. I RM I)I \ MNI Rl I IN.\I ltrI/ l A&1 \II'01 JV I R/MUMIIAI /ILNi (;2 96 Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementaton Supervision Near Majas Nallah (Kms 0+850), Mithi river (3+600), and Kainamwar Nallah (Kms 10+100) earth, stone or any other construction material shall be properly stored so as not to block the flow Blockage and of water. change in If the channel/ drains get blocked due to MRTH: 306 During Contractor PMC/PIA drainage negligence, contractor should ensure that they are construction pattern cleaned especially during monsoon season. Once the work is completed m all respects, the contractor shall, as a mark of good gesture, clean up the drains along the project road to the extent possible. Roadside drains have been proposed at all Construction of sections of JVLR in the DPR to improve the MRTH: 306 Durmg new roadside drainage along JVLR. The drams shall be cleared MRTH 309 construction Contractor PMC/PIA drams off all construction debris before handing over to PIA. Onr road embankments, slopes shall be stabilised. Soil erosion The work shall consist of measures as per design, MRTH: 306 During Contractor PMC/PlA or as directed by the PMC to control soil erosion, construction sedimentation and water pollution. FRNI iNri'l NINIRI I)\ I XI Ri 1'/I A&I MP'iJVI I/Mu\ ifX!\/J-NF('2 97 Environmental Cross Responsibility Mitigation Measures Reference to Time Frame Issue 1 1 b d M N 11 h Documents Implementation Supervision Siltation of soil into water bodies viz. Maas NaHah (Kms 0+850), Mithi river (3+600), and Kanaiamwar MRTH Siltation of Nallah (Kms 10+100) shall be prevented as far as guidelines 305 Durmg Contractor PMC/PIA water bodLies possible by adapting soil erosion control measures thlroug 309 construction as per MRTH guidelmes/ or as per the directions of PMC. bentomte slurry or similar debris generated from Foundiation pile driving or other construction activities shall excavatioii be disposed such that it does not flow into surface Project Durng Contractor PMC/PIA water bodies viz. Majas Nallah (Kms 0+850), requirement construction debris Mithl river (Kms 3+600), and Kannamwar Nallah (Kms 10+100) or form mud puddles in the area. Construction work at sections close to water Work durmig bodies viz. Majas Nallah (Kms 0+850), Mithi river monsoon near (3+600), and Kannamwar Nallah (Knis 10+100) Project Durmg Contractor PMC/PlA water bodies shall be avoided during monsoon or completed requirement, construction before monsoon i-RNI lNi) NVARI )A I IN\ IRI/I A&I M POFJVI R/NIUNI\hI /JuNr112 98 Environmental MiCross Responsibility IsEniomna Mitigation Measures Reference to Time Frame Ipeetto uevso Issue Documents Implementation Supervision In areas susceptible to soil erosion, e'specially at A saroios steep gratliet locationis lefzfieni Kiais 2+000 to rerosio to 4+900, earthwork should be preferably carried out MRTH 306 Durmg Contractor PMC/P1A suscepi before rainy season or temporary/ permanent const-uction erosion protection work as mav be feasible shall be provided. Dailv inspection at construction site should be Durmg Insitechon of carried out to ensure removal of construction MRTH 3013 construction Contractor/ PvIC PIA site debris phase As soon as construction is over the surplus earth Earth-iwork should be utilised to fill up low-lymg areas or the During dEristhwisposal area identified in the DPR i.e near Kiius 3+250. In MRTH 301.3 construction Contractor/ PMC PIA dlebris disposal no case, loose earth should be allowed to pile up phase along JVLR alignment. Debris generated due to Llismantling ot existing pavement/structures shall be suitably reused in proposed construction. Un-utihlsable debris shall Debr sosal be suitably disposed at the site identified in the MRTH 301.3 Durig Contractor PMC/PIA DPR near Kiuis 3+250 or at locations approved by construction PMC/PIA. Good disposal practices recommended by various agencies/ authorities shall be followed. I i rN'I INfIX NINIRIDA I IN.\I NFl{/I ,\&I,XlN1' &'i ivi RfMu6iIX/ltNF-'41A 99 Environmental Cross Responsibility Issuenro et Mitigation Measures Reference to Time Frame lssue Documents Implementation | Supervision Soil (Oil andL fuel spills from constructioi equipment contamination shall be mmimised by good O&M practice. Soils Project During Contractor/ PMC PIA by construction contaminated by such spills shall be disposed as requirement construction wastes, fuel etc. per MoEF requirements. Sourcing Sand, aggregates and othler quariy material shall be sourced from licensed quarries. DPR has MRTH 1113 Durmig quarry identified few quarries viz. Dahisar, Vikhroli and consthuction materials Turbhe in the region for sourcmg the material. Compensatory plantation as provided in the DF'R at Kms 3+250 (over debris disposal location) shall be done in lime with Tree authority regulations and guidelnes. The species recommended in sechoni 4 8 of this report shall be considered for Preservation of Compensatory plantation. As per the Tree Act, 1975 (described Trees Act of During Tree Authority PIA plantation in section 1.3 1 of this report) it is the duty of Tree Maharashtra, construction Authority (TA) to transplant the trees which are 1975 required to be moved due to construction of new roads or widenmg of existing roads Hence PIA shall consult with TA to carryout compensatory plantation. I'MI R NI)?I MNIRD)A IN \I Rrp/I.A&I MlloiJVI R/MumII1 m /JL\,r'02 100 Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementation Supervision Adequate lancdscaping of the median, During tag en-d embankment slopes and other open space of construction Aesthetics and available within RoWKshall be carried out as Project phase or withm LAndstecs ape provided in the DPR and as per the direchons of req t 6 months after Contractor/ PrvIC PIA Landscape PMC/ PIA. The area can be utilsed for growmg requirement operation starts dwarf vaneties of plants (e g. Alstonia scholaris,, and before Thuja etc.) monsoon Provuding c s he contractor shall abide by the contract MRTH 105.2 labour camps conditions and directions of PMC/PIA with PC Sub Clause During Conoactor/PMC PIA and facilities respect to siting of labour camps, providing 34.2 conshuchon sanitation facilities and labour welfare issues etc. l he contractor is required to comply with all the Occupational precautions as required for the safetv of workmen MRTH 105.2 Healthl and as per the International Labour Orgarusation PC Sub Clause Constuction Conractor/PMC PIA Safety (ILO) Convention No. 62, as far as those are 34.2 applicable to the contract. lProvision of NRIXTH 105.2 Safety The contractor shall supply all necessary safety PC Sub Clause Durig acessories/ appliances such as safety goggles, helmets, safety 34.2; uContactor/nPMC PIA appliances to belts, ear plugs, masks etc. to the worker and staff. PC Sub Clause each worker 80 I RM NI)I \ MNIRI)A I IN \I RwI/I A&lMl'%VW JVI R/MLI\II\I /JL\'F(12 101 Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementation Supervision Adequate precautions shall be taken to prevent PC Sub Clause Safety danger from electrical equipment. All 34 2 Durin machlies/equipment used shall confirm to the 3. g Contractor/PPMC PIA relevant indian Standards (IS) codes and shall be PC Sub Clause Construction regularly inspected bv the PMC. 80 MRIH1()5.2 Availability of A readilv available first aid unit including an I S Cluse first aid kit at adequate supply of sterlized dressing material PC Durmg Clau construction and appliances shall be provided as per the PC Sub Clause Construchon site requirements under the Factory Act. 80 All anti-malarial measures as prescribed by the MXTH 105.2 Workers health PMC shall be complied with, including filling up PC Sub Clause During Contractor/ PMC PIA and hygiene of burrow pits. 34 2 Construction Voit PIA - PrjeCLt liiplL'e'ientitng Authority, PMC - Proiect Manlagemwent Consultant, 4'IMRDA - Milmzbzi Mc etropolitan RMgion Dcz7c opmnet Anthority , MRTI - Mfiistni of Road Tranisportationz mild Hilglmays (formlerly Mmlrist-ij of Sutitice Transport, MOST) Specifications for Road tamd Bridge IVorks, 3rd Rcision, 1997, RAP - Rehlabilitatitonz Actioni Plan, R&R - Resettlemiieiit & Rehabilitationz, CEA4P - GConiinnnniolty En;zonionmzentaztl Manlageenzcelt Plan, AMICGM - Mumncipal Corporation of Grcater A'lnonbai,, DG sets - Diesel Generator st, Rol V - Riglt ot' 71fay,PRol'V -Proposed right of ivay, O&M - Operation and Malamnteantce, PC Sub-Clause - Particu(lar Conzdlitions of Contract I-RM ftni \ M RII)'\ IIN\I R1/i A&1-MI¾n- VI R/Mij\Ii \i /Ji\1')2 102 Table 5.3 Operationi stage EMPfor Plhase I of JVLR Project Reference to Responsibility Environmental Mitigation Measures Contact Time Frame Impact/Issue Documents Implementation Supervision Ambient air concentrations of various pollutants Project Starting Pollution shall be morutored as per the pollution rect immediately montoring MMRDA Air quality monitoring plan presented in Table 5.4 of this r after completion agency (MCGM) impact report of construction Vehicle emussion norms of the day shall be Legal Routnely after Competent enforced requirement operation phase authority/MCGM MCGM Starting Pollution MMRDA Monitoring of noise levels at sensitive receptors as Project immediately monitoring World Bank per monitoring plan. requirement after completion m of construction agency. (MCGM) -Noise will become a major problem if congestion Noise pollution or bottleneck situation exists in the road. Such Startmg locations causing hindrance to traffic flow shall be Project imrnediately MCGM MCGM rectified. requirement after completion Adequate "No Honkmg" sign boards at sensitive of construction locations shall be installed. I INMI INxN1 MMRDI)A IINAI RF P/I A&I Pl''F VI IR/Muxm\t/JuLNi'012 103 Environmental Reference to Responsibility Impact/Issue Mitigation Measures Contract Time Frame Impact/lssue Documents Implementation Supervision Storm water Starting and drain All drains to be mamtained and cleaned Project imrnediately MCGM NCGM maintenance periodically, requirement after completion of construction Traffic control measures includmg speed Limrts to Traffic and be enforced strictly. Traffic volume and speed to Project Through Traffic safety be monitored to record benefits achieved from the requirement operation stage management unt MclI project of MCGM Adequate care of the compensatory plantation Upto 3 years Survival rate of should be taken up so as to comply the survival Project after project MCGM MCGM plantation rates recommended in the relevant policies of the requirement becomes Tree authority operational The landscaping provided shall be guarded from Upto 3 years Aesthetics and animals with adequate monitoring to ensure their Project after project MCGM MCGM Landscape growth requirement becomes growth ~~~~~~~~~~~~~~operational i R,MI INI)I X MMI RA I N \I Ri 1X/1 A&l M oioJVI R/MumB xl /JUNI '02 104 Reference to Responsibility Environmental Mitigation Measures Contract Time Frame Impact/lssue Documents Implementation Supervision Public Health Provision of adequate traffic signals, signlpost / Project During MCGM/ Traffic INICGNI and safety road crossing etc requirement operahon stage management unit Road Road embankment & cut section stability should embankment & be checked for erosion and rutting. Any sign of Proect Throughout e mistability should warrant adequate response hMCGM NICGM cut section I requirement operation stage immediately and well before succeedmg monsoon stability sao season lIhe entire J V LI( corridor shall be monitored for any accidents. Project road management agency Accident shall maintain a database based on data collected MRTH 3000 Throughout MCGM/ Traffic MCGM hazards from traffic police. They shall analyse the operation stage management ulUt database and rectify if any physical correction/ alteration in the geomet*y of the road is needed. To-te Pt'1A - Project Inipicnienting Auttloritj, PM'C - Project M'anageintnt Consultant, Ni RA - MnnFi aiMetropolitan Re'gion Dezielopmnwnt Auitlorihj, MRTfl - Alinistiy o-f7 Road Transportation an,d Highways (fonirerly AMlinistny of Suirfazc Trtiansport, MOST), RAP - Relhabilitationi Action Plan, R&R - Resettlenienit & Rehabilitation, CEAMP - Coninniiiiihy Environniental Ailanagenicnt Plan, MCG,MI - Municipal Corporationi of Greater Mlwnn'ai,, DG sets - Diesel Generaitor set, RolV - Right of lioay, PRo1'V - Proposed night of 0nay, O&Ml - Openition a,d Maintenaince, I1l;M INDI.\ viN9IRI )I,\ I \1 Rri'/] \& Ii'tM IVI R/1MUNIR\I /JL i '0i2 105 Table 5.4 Enivironmiiienital Moniitorinig Plani for Plhase I of JVLR Project Institutional Responsibility c o Parameters Standard Location Frequency Duration lnmplcmentationi Supervision SPM, PM10, NAAQSof - 5EEI'Z road junction Once every season - 24 hr/day for 2 Pre-approved PMC/PIA SO2, NOx CPCB - L&T Summer, Winter, consecutive working days monitoring C _s - Gandhi Nagar .post-monsooni per weel; for 2 weeks agenicy U W ~~~~~~~~Square 0' m CO, HC (non- NAAQSof - bEkPZ road junctioni Once every season - 8 hr/da for 2 consecutive Pre-approved PMC/PIA 6 methanie) CPCB - L&T Summer, Winter, working days per week monitoring - Gandhi Nagar post-monisooni for 2 weeks agency SPM, PM1r0, NAQo - SEEFZ road junction Once every season - 24 lr/day for 2 MCGM MMKDA >1 C S02, NOx CPCB - L&T Summer, Winter, consecutive working days -M G- Gandhi Nagar post-monsoon for 1 per week for 2 weeks. 01 bSquare year after operation starts. < 0 I RMN1 n NIMI )A I IN\I RITr/l A&l MiNl'FtJVI Ki/MU%\III \I/ULN'4l)2 106 Institutional Responsibility M. ~ Parameters Standard Location Frequency Duration I Rlemestation Supervision E 0 U (CO, HC (non-- NAAQS - SEEPZ road junction Once every season- 8 -hr/day for 2 consecutive MCGM MMRDA : nimethane) - Near L&T factory summer, Wilter, working days per week - Gandhi Nagar post-Monsooni for 1 for 2 weeks ,_ O Square year after operation 0 ~~~~~~~~~~~~~~~~~~starts L,-q day, L,q CPC1B - SEE PZ road junctioni Once everv season- Continuous 24 hour tre-approved FMC/PTA > o night, LIO, noise - Near L&T factory summer, Winter, reading with a frequency monitoiing X u L50, L90 standards - Gandhi Nagar post-Monsooni during of 10 minutes for 2 non- agency u) -, dB(A) Square construction period consecutive days per Z U week for 2 weeks L.day, L,, C' -SEEPZ road junction Once every season- Continuous 24 hour MCGM NIMRDA >v o night, L10, noise -L&T summer, Winiter, reading with a frequency L50, L90 standards - Gandhi Nagar post-Monsoon for 1 of 10 minutes for 2 non- _ G~- dB(A) Square year after operation consecutive days per z starts. week for 2 weeks R RM NDl \NINIRD)A I IN \I R1iP/t AMI M1IR'i J\'V K/M'\uII m /Jt2\102 107 Institutional Responsibility o o Parameters Standard Location Frequency Duration I iP elThefltatim Survisio E 0 pH, BUD, Coastal - Mithi river Once every followiing For Mithi river, 2 grab Pre-approved PMC/PIA TSS, TDS, water - Ground water season - Summer, samples each at upstream moniltorinig DO, quality - sample near Disposal Winter and post- and downstreanm side of agency i c Turbidity and SW III & site monsoon. JVLR. One sample near U '' O&G relevant Disposal site Stds for 3: U Heavy metals in ground water pH, BUD, Coastal - Mithi river Once every tollowing For Mithi river, 2 grab M1CCGM_ MCGNI TSS, TDS, water - Ground water season - Summer, samples each at upstream DO, quality - sample near Disposal Winter and post- and downstream side of 21 - Turbidity SW III & site monsooni Morutoring JVLR One sample near - c and O&G relevant shall be done for 1 Disposal site Stds for year for litlhi river Heavy For GW sample near 0 nmetals in disposal site, it shall ground be done for 3 years water annually MMRDA I IN.i1 Ri r/l AN,\ il'evrJ\VI R/NIU\11j\i /JuNr)'02 108 Institutional (V ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Responsibility o *a bo o o M Parameters Standard Location Frequency Duration Ifip leflenta honl Supervision U Heavy metals taii i- - At all stockyard At the start and end One time sample l're-approved PMC/PIA and Oil and ant locatiois set-up by of cQistruction moniitoring grease threshold contractor Exact activity at the relevanit agency level given sampiling spot at the section _1 u by USEPA yard as directed by PIA/ PMC -Debris disposal u location/ site Heavy metals Contammi- - At accidentalTspill -In the event of an -One time sample MCGM _ .b o2 and Oil and ant sites accident cc s grease threshold -Debris disposal -Once durmig post- -Annually for 3 years 0' G level given location/ site monsoon season by USEPA Monitoring of As laid out At all locations/ During tree telling PMC PIA/ a tree felluig in project sections where tree is NMMRDA t detail felled design 0 I RiM 1\'1' \ MMRI ) I I' IN 11 Ir[/ I A&! Ml'OFJVI R/MuIUmml U /JUNP'(02 109 - ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Institutional Responsibility o c Parameters Standard Location Frequency i I lTpl tentIL su Sic is E "u O u Survival rate Survival At locations of Aninually For 3 yeaWO'A#W6peration MCGM MCGIvM/ c of roadside rate as per compensatory starts NIMRDA _~ plantation the tree plantation and Q anid other authority landscapUig o compensate policy plantation guidelines I rarfic As per -SEEPZ road junlctioIn- 3 day hourly counts Annually for 3 years MCGM MCGM/ volume, relevant -Near L&T Junction MMRDA characteristic IRCspecifi -Near Gandhi Nagar E > O and speed -cations square RkIM INni M NIRIA),\ I IN 1;1 P/I \,',I IMIPOJVF R/MNIUIr \I /JL VF02 110 5.1.2 Key Performatnltce Indicators At the project level, to evaluate the effectiveness of EMP measures, certaui performnanice indicators lhave been identified. These indicators need to be analysed based on1 tlhe project level monitoring data collected. durin-g construction arid operaLion stages of Lhle project The performance indicators that should be analysed during construction andl operation phase have been provided in the Table.5.5 and Talble 5.6 respectively. Table 5.5 Key Perform-latnce Inidic top-s dIutring Conistrctioni Pliase Environinental lssiue Key Indiiicators Benchinark Valuiesl Standiiartds Ambient air quality S02, SPMI, PMIO, CO, Baselinie values NO, and HC (non- measured during pre- methane); project scenario ancl corresponding NAAQS standarids Amblent Noise level Lc, day and L,,, Night Baseline values calculated based on measured durling pie- hourly equivalent noise project scenario and levels observed corresponding NAAQS standards Surface water quality pH, TDS, TSS, Turbidity, Baseline values BOD, DO and O&G measured during pre- project scenario and Coastal water criteria SW-Ill Soil quality near debris Soil contai-unanits as USEPA soil contam-inant disposal site identified in USEPA or threslhold limits or equivalenlt BIS standards equivalent BIS standards Ground water quality Heavy metals and Standards for lheavy near debris disposal site contam1-inants as per metals and contaminianits USEPA oi equivalent as per USEPA or BIS standards equivalent BIS standards Talble 5.6 Key Performlzantce Ind(licators dlutrintg OperationI Plhase Eniviromnniienital Issiue Key lIniicators Benlcinnlark Valutesl Stanidar(ds Ambient air quality SO2, SPM, PM,(, CO, NAA(_5 standards NO. and HC (non- methane); Ambient Noise level L.!, day and L,,, Nigh1t NAAQS standards calculated based on1 hourly equivalent noise IRM INDIA MMRNIII)A I INAL RI/I V &1 A Nil'Oi JVI R/MUN-IUFXw 7/JUN'I.2 1i11 Environmnental Iss,ie Key lndicators Benchmark Valuesl Slamnlards leve's Surface water quality pH, TDS, TSS, Turbidity, Coastal water criteria BOD, DO and O&G SW-Ill Soil quality near debris Soil contami-nants as USEPA soil conltaminiilant disposal site identified in USEPA or threshold Iiiuts or equivalent BIS standards equivalent BIS standards Ground water quality Heavy metals and Standards for heavy near debris disposal siLe containLianLts as per metals and contamiunanLs USEPA or equivalent as per USEPA or BIS standards equivalent BIS standards Compensatory Survival rate As per relevant policies plantation of tree authority Traffic scenario Traffic volume and Baseline values observed density during pre-project scenario 5.1.3 EMP ReportingArrangements The supervision and evaluation of the EMI' are critical acLivities in implemenLaLioni of the projects. Supervision uivolves periodic checkinig to ascertain wlietlher activities are going according to the plans. It provides necessary feedback for project management team to keep the program on schedule. The supervision and reporting process with respect to implementaLion status of mritigation measures during construction will iiutiate from the contractor at the lowest rung who will report to the Project Implementation Agency (PIA) througlh the Project Management consultant. The desired frequency of reporting process has been presented in Table 5.7. Table 5.7 Moniitorintg anid Reportinig Process Contractor | 'PMC I'IA MMRDA Wo Reporting Reporting reporting reporting Bank to rIEReportinig Parameter Reporting Reporting Frequency Frequency desired v7 o ~~~~~~~~~~~~~Freqttency Freqtiency Frequency Frequency ~to to WorlId supervisio to l'MC to PIA MMRI)A Banik n PC Stage PC- I Pie-coiisLi Ctiot stg Miotlnly) Monthly, Monthil Quarter IN,' Qutlrlye i) I cllii tlilg I . . I. i12lllOiol 1mg littil C-1 IPolltion monlimng As per monlitorinig plani Refei IJi'be 5.4 scheleiile anid iepor ts E C-2 Fugitive d ust mil tigationll NMonithly NMonthliy Monthly QuLr tcl Iy Quar tei INi Soil eiosioii locationis andtt ndC-a u t e Quaricrl Quarterly Quarterly Quarterly Quarterl% r^ v~~~~itaiiiage imeasuiics tak;cil. U Repoi ti, g for, ioLtlsicie C eoM t Mon tihly Monthl Nloln thht Qual ter IN Quar terly Survival a epoI tiig of C 2 0-1 r Aninually Annually Anniually O -i oadtsiLtc plantationl EIRMI NDIA MMRIDA IlNALI.Ri',t/A&LMNI' orJVLR/MxUmsArli/JUNi'1)2 112 I'IA MMRIDA WVo] Id Contractor i'MC eporting eporig eportig reporig 3ak on It lleporting l'arainelej Frequency Frequency desited uO 0 ltrequency lrequency to to World stipervisio LL to PMC to PIIA MMRDA l3anik ,. 0-2 Annuava A111 lllI Anulultally Annually I uadside landscape 0-3 Pilltitioll intuiotl ing As pei nionitot ing planl Retti 'I able 5.4 Note F/iTc , cad y-to-:isc joyi ijits S ci Table 5 51 il ctiju c ii i ovuci in A inWeAtG 5.1.4 Inistitiutional Arrangenient During the constructioni phase of the project, the EMP implementation comprises of the following key activities: * Implementing various mitigationi and enhdanicement measures within tlhe time frame recommended; * Overseeing the implementation of mnitigation and enhlanicemnenlt measures and fine- tuning/advocating more measures, if needed, depenidinlg on site conditionls; * Project level mointoring of key performanice indicators to evaluate the implementation of EMP measuies at the recomunended inlervals; * Periodical reportinlg of status of EMP implementation and monitoring resulLs of key performance indicators; and * Constant evaluation of the EMP measures implemented based on the dala available from project level monitorinig and status reports and providing directions accordingly. These activities are to be carried but by various agencies that will be involved in the implementation of JVLR project. It is also to be noted that all these activities will be carried out concurrently or at regular in-tervals and at differ ent dLuration and locations. This makes it pertinen-t that all agencies involved work witlin a pre-def-ined sel-up. The co-ordination model proposed during construction and operation phases of sub-projects under MUTP is presented as Figiure 5.1 and Figulre 5.2 respectively. The agencies identified in Figure 5.1 and their sphere of work is presented in the following sections. Pr,oJect liplelllatiOII Ageitc.y (PIA) The responsibility of implenientinlg environmllental mitigationi measures lies witlh the PIA. PIA in this project will be Mahairashtra State Road Development Corporation (MSRDC). The responsibility also micludes various tasks suchi as notifying various affected parties such as the residenits anid commeircial establishments, facilitate the relocation of people, notify other utility departnents such as telephone, water supplv, sewerage etc which use the r oad for providing public utility services. ERM INIJIA MNRDA I \LIef I A&I MP'rJVLR/M 'ii /JUNI '02 113 Figutre 5.1 InistiLtuLio,ial mecdanisi for iinipleimnentllaioin of EMP tilrinig ComisiruicLioni Phliase of bolli Plhase I and Plhase II of IVLR project IMP High Power Steering Coiuiuttee Project Co-ordinatioi MMRDA World Bank < > PROJECT DIRECTOR MuTP P1A:| MSRDC| LIo \ / |Cont-ractor ERtMI INDIA MNI RI )A I INAI - RLP/ LA&L NIIII oJV-IR/NIU-\IAI /JUNI.'T)2 114 Figutre 5.2 Inistituttionial imiechlainisim for imiiplemiienttationi of EMP durini- 1g Operation Pliase of botlh Plhase ) andii Plhase II of JVLR project F----------------------------------------------I_____ IMP High Power Steering ConMunittde Project Co-ordination I 17j -eiIici % I C"" 1ti I 1 idflgcfl lt I l I I i l C\iSt ht., I I ~~~~~~~~~~~~~~~~~~~~~~~~~~I I (ilni,,{, I I MMRDA I I phaise I World Bank < PROJECT DIRECTOR 1 MUTP I \~~~~~~~~ / | MCGM Monitoring agency employed by MCGM/ Traffic Police / olher relevant Govt. agencies viz. Regional Transport office, Regulatory enforcement orgaiisations, BEST, Utility service providers IRM NINIA NIMl I )A I INA; v1i'/I / I c11'i JVI, R/NIucIII h\ /JUNI 1(2 115 Project M!ValaigeLILeIlt Contstiltatntt (PMC) The PIA will get the EMP implemented thirouglh the Project Managemllent Consultalnt (PMC) appointed otherwise for managinig and overseemig engineering and construction related issues. TIhe PIA will entrust the responsibility of overseeing the implementation of EMP on the PMC in the contractual agreement that PIA will have with PMC durling the construction phase In otder to effectively discharge the duties entrusted on tle PMC, it is iequired that PMC has an environimenital officer/ expert in the project management team. The environment officer shall be available on a full-time basis at the site office of the PM1C. The environmental officer must possess experience in the envirouniental management of infr astructure projects especially highway projects. Pioject Con tractor- The Project Conhtactor will be th-e lower most agency in the multi-level institutional arrangemenit. The Contractor will implement the EMP measures, erhihancement measures and measures as diirected by I'IA and PMC. The responsibility on the contractor for implemenitinlg the EM4P measures will be buLilt-into the contractual agreemenlt that thle contractoi has with ithe PIA. As part of his responsibility, the contractor shall subirut a report on compliance witlh the environimental mitigation measures (Einvir-oinmenital Compliance Reports, ECRs) periodically to the PMC. The PMC will review and approve the ECRs submitted by the Contractor. After approval the PMC will forward the ECR to PIA. The PIAs will then subiut the ECRs to the JPD (Env), which after review and inoiutoriing will be submitted to IMP through the Project Director, MUTP for confiirmlatioii of the implementation of the environlmental mitigatlon measures. The Pioject Director will accorduigly submit the report to the World Bank MMRDA MMRDA as an apex organisation shall miitiate co-ordination process among the concerned organisations for EMP implementation MvMRDA shall take lead In: * reviewing the progress of the project and plans for the subsequent year - InsLitution wise * reviewinig and dlscussinig the salient features of the report mL the year on environmental aspects/statistics like eiussion check and violations. * organrsing and co-ordinatinig training programmes for all member organusations An Independent Monitoring Panel (IMP) has been constituted by MMRDA with tLle objective to ensure that the Bank's policies related to social and environmental issues are followed. The Chairman of IMP is Ex-Chief Secretary to Government of Maharashtra. The other members are an eminent Environmental Enguieer, a senior Journalist and a leading Advocate. The IMP will meet periodically to review the periodical reports, environmental compliance report, etc. submitted by PlAs and PMCs / Contractors A co-ordination model is being proposed for promotinig effecLive implementation of EMPs at sectoral level and at project level durinig construction & operation phases. The responsibilities of key functionaries for EMP implementation are: EIRM INDIA MM NI)A I lNAL i I] L.i:Nii IV LR/N HAll/I UNI 2 116 The Project Director, MUTP hlas the overall responsibility of implementationl of EMPs and co-ordination of all the environimental relatecd matLers of the transpoirtationi projects The Joint Project Director (EnvirorunenL) is responlsible for both envirounmen-tal planninLg and management. He will also be responsible for co-ordinating tlhe environimenltal related works anid ensuring preparation and implementaLion of sectoral and project level EMPs for the tran-spor-tation projects. Ilustitiouual A rrtugeiiieiits andii ItS Strenigtliemniiig The implementation of an envirotunenitally sound transport strategy imvolves a number of institutions / organisations at various levels, with each organiisation havilng a distilnct role to play. Introducing envirounmenital dimensions in foimulating and implementing a transpoltation strategy would lequire that these institutions shoulder additional responsibilities for ensuring that the strategy does not result in any sigiidicant adverse envirornuiental impacts. In order to exaiune the existing capacities & identify the additional responsibiliLies that the concerned Organisations / institutions shall take up to acldress environmental issues, these Organusations are categorised mito four groups - Apex Orgalusations, Project Implementation Agencies, T'ransport Service Organisations and Regulatory Organisations. MMRDA is the apex organisation and being the regional plannWig authority has to be regular uiteractions with various Project Implementhilng Agencies. The existing capacities of these organisations for envirounmental management have been carefully assessed. The envisaged roles & responsibilities of these organisations and additional strengtheniinlg requirements to meet the environmen-tal obligations defined in tlhls EA report ai e given in Table 5.8 ERM INDIA MNIRI)A FIN \I R1 i/ 1A&I MI' 0! JVI 1R/MUNIIVAI / IUNI:'02 117 Table 5.8 Roles/Responisibilities for the Imipleoienttation of EMP Organiisationt Roles & responsibilities S trengtlhening requiired (Mumbai Metropolitan Region Review of implernentation ot Environmental Enilanice the capabilities of the existing Development Authority Mitigation Measures (EMPs). Environmental Cell" of MMRDA by out sourcing (MMRDA) Facilitate implementationi of policy directives/ wheniever required emission laws etc 'for pollution prevention/mitigationi by uiteractinlg withi various Trainilg needed on the government departments like Environimenit Department, Urban Development Department, RTO Environimelital assessment, social impacts etc Review the environimental management capabilities Appreciation of Environmental impacts and EtvPs of implementing agencies, particularly municipal Procedure and responsibilities for EMP authorities and to assist them in developmg their tmplementahoni, monitormg and reporting etc capabilities Obtain and analyse environmental information generated by organizations like MCGM, MPCB, RTO etc Municipal Corporation ot Greater Monitoring of ambient air quality and noise at MCGM is operating air quality monitoring netwvork Mumbai (MCGM) existing locations for last several years and already have trained personnel Training in relation to Quality Regular report to MMRDA to enable environmental Assurance, data analysis and dissemination and planning at a regional level other issues as suggested in the report "Study for Strengthenmig Air Quality Monrtoring network bf MCGM, Nov 2000) However the existing staff and monitoring equipment need to be upgraded for the additional I RN I INnI MK41IDA 1[ix'IR \IlIl,\&I AM PF lV[ K/KU I lim\l/u\I/ 1'02 118 Organiisation Roles & responsibilities Strenigthleninlg requiired monitoring load due to project. Maharashtra State Road nsuring implementaton of ENlPs t iough Environmental appraisal capabilities ot existimg staff Development Corporation Contractors The iesponsibility also includes facilitate to be enhaniced through training programs Short (MSRDC) the relocation of people, notify other utility term module type training programs needed for departments sucih as telepihone, water supply, sewerage etc which use the road for providing public Environimenital assessment. utility services Appreciation of Environmental impacts and EMPs The PIA will get the EMP implenmenited through the identified. Procedure and responsibilities for EMP Project Mvanagement Consultant (PMC) by implementation, monitoring and reporting etc uicorporating the EMP requirements in the contractual agreement Entorcement / Regulatory Entorcemeit of vehicular emission s,tandards, wvitli These organisations are normally aware ot their Organisahons. more emphasis on heavy vehicles, taxies and 3 responsibities MMRDA and PIA shall emphasise Regional Transport Office (RTO) wheelers their role in the implementation of operation stage EMP throughi meettigs and discussions 1RN1 8nI ' NlINlRnA I-IN \I RF'/IA&[I-MP(Iv! M' R/NIRLII\IX /JuL'(02 119 Possible antd Practicirl Measuresfor E,wviro,,,nielatal Eiiliatincellielnl As pei the recommended scheme, JVLR is proposed to be widened to 3 + 3 diviLded carriageway. The total top widtlh of the proposed road will be 27 2m The available RoW wlltlhl is 30(m except near high embankments where available RoW is 60m The available RoW will be utillsed almost at all sections. ThIus space is a major constraint for undertaking project enhlanicement measures. DPR Pioject proposals include provision for service roads along JVLR. However, the implementation has been proposed in phased maruier after additional acquisition of land as envisaged in development plans of MCGM and PWD is completed. Besides the service roads, the revised DPR on JVLR project hlas many other proposals discussed in Sectiont 2.5.1. Major project proposals tllat would enlhance the project area uiclude: The entire JVLR corridor hlas been proposed witlh a central median * The existing sthuctures and new briclge proposed will have divided carriageway and footpaths on eitlhe side New vehicular bridge at Kms 2+460 to avoid severanice of habitationis * Juliction improvement scheme hias been pi-oposed * Traffic management and control systems have been proposed * Landscapuig and arboriculture * Compensatory plantation * Tuifing of slopes of high embankment The DPR has addressed all the basic issues and needs of the project aiea based on the primary and secondary data available of the project area'. However, some endhancement measures could be considered for implementation along with JVLR project. The project enhlancement measures proposed are presented in the followiing sub-sections. Enilriacemiiielt Measures alonig Sectioni I oflJVLR The proiunent physical and envirorunental attributes found along the section include * Contiguous Residential areas; * Open 1hilly area; * Aarey Farm area; * Industrial area - SEEPZ and proposed SEEPZ extension; * Commuercial areas adjoining JVLR near Pratap nagar; and * Recreational areas. Considerinig the various DPR proposals for the JVLR project, the possible enhianicement measures are presented below. ERNI INDIA MNIMRDA rI-NALRI:1P/!A&EMNFOFJVLR/IUNIBr\I/nJUN)\02 120 Project Eiihancenieni iieasiures alotg Sectioni I Locality Enhancemiienit measures Conitiguouis Residential areas * Pedestriarl ci ossinigs at select locations Well-planinied land use along seivice r oads to avoid enci oachimienit and sqLuatteis * Bus-bays along service roads * Planined space for taxi-scooters (3- wlieelei) to park Industi ial area - SEEPZ and pi oposed . Space for pai kilg of hieavy vehicles, SEEI'Z extensioni buses, taxi-scooters and otliei vehicles along JVI_R a Automiiobile service shops shiall be allowed neai the parking bay * Pioviding space for veliicle fuel refilling station (Petiol bunk) neai the SEEPZ road JuLnCtiOnl Comimleicial aieas . Space for pai king personial vellicles shall be pi ovicded withiout obsti UCtilng traffic flow along JVLR Many of the measures reconum ended here have been adequately addresseci in the DPR. The deLails of enhdancement measures and the budget allocated aie provided below. Hence enhancement measures recommended for Section I of JVLR does not have any additional cost implications to lhe project cost. Project Enilianicemlenit i,neqsuires Proposed alonig Sectioni I in the DPR Enihiatncement measures Name of the costinig head Budgeted cost, Its Ilecestiian crossinigsatselect * Tiaffic signs ald Road 2,702,900 locations fui nituie's * Bus-bays along seivice ioacis * Landscapinig . Landscapinig and 4,/00,000 u TLu-fig of embanikmilenit compenisatoi y slopes plantationi Eiliainiiceiuieuit Measures aloing Sectioni 111 of lVLR In this stretch of JVLIR, the promiun-ent physical attributes based on land use miclude slums near central railway tracks; mangrove swamps on eastern coastal wetlands and nariow industrial land use corridor. Considering the various DPR proposals for the JVLR project, the possible enhancement measures aie presented below. [RNI INmIA NMRDA IINV]. Rl.l/IA&Ii'OI IVI R/MuNmIi \I /IUm,'02 121 Project Enhanicemeit measures l loiig Sectionli II Locality Enhancemilent measures JVLIW - LBS Mai g ju1ctioIn * Pedest ian ci ossing * I'affic signal systeml Exclusive ea'sy left-tII n movemilenit lanes fiom each arim of tile jullCtio Coastal wvetlands near Kaninaalivvil Nallah . Desilting and cleaninig of tile nallahl upto a lengtil of 100m oni either sidc of JVLR Removal of ear theni bund createcd on either sicle of nallal uipto a lengtih of 100m on eithier side of JVLR Pi ohibitionl oni disposing solicd wvaste on eitilei side of JVLR along this sti etchi JVLR-LBS Marg Junction improvement measures r ecomunended here have been adequately addr-essed i the DPR Hence, Junction enihancement measure mav, not have cost implication. Flowever, cleaninig of Kaninamwar Nallahl to avoid stagnation of sewage and facilitatmig tihe coastal wetlanldis for ialigiove rejuvenation will have cost implications. The approximate cost estimates have been presented in detail in the followmig paragraphis. Proposed Plani for Facilitatnitg Manilgrove Rejuilveinitoni in the Regioni The project implementationi will reclaim about 0.2 ha of sparse mangrove area located within thie project road RoW on its souLherin side. The densiLy of existing mangrove vegetation is about 25 plants/shrubs per ha., whichi is insigni-ficanlt in number. Considermig the marine Mangrove Park project mooted by MMRDA in the region, compensatory mangi ove vegetation alonig JVLR project corridor may seem redunidanit. linslead, as an miteriim measuie, abouL 0.4 ha of the area (0.2ha of adjoininig land on either side of JVLR) shall be cleared off all debris antd aboUt 100m of tlie nallah on either side of JVLR be cleared off silt. Thlis would faciliLtaLe, to some extent, the lejuvenation of mangroves and improvuig the aesthetics of the area. Carrying out following measures will facilitate the rejuvenation of mangroves, present mi the immediate area adjoining RoW: * Removal of the eartheni bund located alongside the Kannamwar Nallah (Canal); * De-silting of Kanniamwar Nallah * Altermig site conditionis (facilitation of tidal inundationi, drainage, etc.) for facilitation of tidal water in the area of study; Cost of facilitatinig Mangrove Rejuvenation Plan is provided in the following table. I-RNI INDI\ NIN1RI )A IrINAI R L M P o JVl NIlIl \i /J(NI 1)2 122 Cost Estiuniatesfor Facilitating Manigrove Rejuvena tiviri 'litii No ActivitA Cost in Rutpees I Tlhe cost of this activity ma%' equLte Mlanriptilationi of land (will involve removal of appioxionately Rs 50,000 pet ha entiie debits fromii the clear fellecd allea) 2 Manipulation of channels (digging and de-siltilg Rs 200 pet mletre of chianiel clhanniels fot facilitatinig the tidal water in the areas of manilpulationi - wvhiclh ate In the uppet intertidal I egion) neat KaijuLr Site 2 As per the discussioni n section 5 1 5, 04ha atea Rs 60,000/- shiall he taken Upl for facilitating tejuvenationi of niangi oves/'I he cost of facilitatinlg mangroves vill be 5.1.6 Cost of Suiggestedl Mitigationi Measures for Phlase I of JVLR lproject Th-e EMP implementation will require financial comiruutments for the following Buciget for strengtheniiig the capacity of the concer ned organisations riesponsible for inmplementinig the plan; * Budget for implemaenting various mitigation measures proposed Hi the EMP; * Budget for undertaking enh-ancemenit measures proposed for implementation along witlh pioject; and * Budget for undertakinig project-level environmenit monitorilg. These budgets have been estimated and provided in the following sub-sections. Cost Estznritesfor Juistitutionial Capacity Buiildinig The training would cover the basic principles and postulates of envirotunental assessment, mitigation plan and prograimmes (Particularly Lhe World Bank Operational Guidelines ancl National Policy perspective) implemenltation techniques, moniLtorinig and management methois and tools. Looking into the potential reLluilements, several traininag modules are being suggested. The details of module contents are illustrated below Module ID Brief details of module Modtlule I Envirounmental Overview. Module ll Environmental Regulations and Acts Module Ill Environmental Impact Assessment. Modulle IV Enviroiunental Management Plan. Modlule V Road Projects and Environmental lssues. Moduile VI EMP for Hilghway Projects. LRM 1X)l \I MMNIRDA I IN \it RI i'/1 A&LMI' oi JVLR/NIuxmi /Ju,I'12 123 Modutile VII EnvirounmenLtally Sound Construction Management. MAodulle VIII Claturing for Environmiiienitally SUstainable Operation of Hlighiways Modile IX Long rerm Envirounriental Issue Ui Higghway Management Table 5.9 lists these trainiing programmuies and also provides cost estimates for these programmes. The total cost for the training programmues is estimated to be Rs. 2,75,000/-. Cost Esti1lmtesfor EMP lInpleinenlaliton There are no cost implications for implementing various EMP measures presented mi Tables 5.1 thlrouight 5.3. The measures recoilmended in the tables are part of good constiuction practices that are ieconunended in MRTH specifications for road and bridge works, and FIDIC General conditions of contract. These specifications, guidelines and conditions of contract are to be adopted by the contractor and other implementing agencies as part of their contractual obligations with no additional cost. Cost Esthiimates for liplenienting Enhaniiicemienlt Alleaisi ies (iul Pi'olecl LeVel Monllo ing The costs estimated for implementing enhdancemenit measules as discussed in sectiont 5.1 5 and for carrying out project level environment monitoring proposed in section 5.1.1 are presented in Table 5.10. Provisions for these EMP implementation costs are expected to be made by the project proponent under the indLividual project budget It is to be noted that revised DPR on Phase I of JVLR project, has estimated tlhe costs for the following itemns/ heads: * Landscaping along JVLR = Rs 4,743,150 * Cross-drainage works = Rs 12,087,949 * Drainage and protective works = Rs 37,567,888 * Traffic sign-s and road furniture = Rs 2,702,900 Besides, the budget for implementing R&R and CEMP measures as planned in the RAP & CEMP and RIP reports has been estimated separately and accounted for in the overall project cost. In view of this, cost estimates have been worked out excludinlg these provisions and otlher measuies which are expected to be part of general contract agreement. The measures/ issues that would form part of general conditions of contr act and whiclh the civil contractor is bound to provide as part of his responsibility and legal obligations include the followin-g: * Providing labour camps and all other facilities as laid out in the EMP throughout the pre-construction and construction phase. * Cost uicurred towards mainLaininig labour camps, sanutation systems, and providin-g potable drinking water etc., ERNI I\I\ MMIRIA IINl.; RFP/IA&I:MP OFI VU/ MUMFI \l /JUNL02 124 * Cost incurred towards providing labourers with safety equipments antd appliances durinEg construction phase. * Cost incurred towards organisinig and conducting periodical healtlh camps for the benefit of labourers and their families ERNI INDIA MMRDA I-INAL R-j/EA&IMPL'oiJVI-R/MUMBAI/JUNI'(12 125 Table 5.9 Cost Estimnatefor Imiiparting Trainin2g Target Group Subjects Method Time Frame of Cost/ Batch Total Batch Cost MMRDA, MSDRC and Environnenital over view Working day atleast MCGM Staff, Regulation, Acts, EIA, Notification, Process and Lectures 3 nontlis befofe tle 1 15,000 15,000 Supervision Consultanit, Methodology for EoA EMP and their use iementatiof Environmenital Specialist , mplementatio Manager Level (Env.) ImizplemienPtationi of EMP - from MMRDA / MSDRC Basic features of EMP, Planniniig, Designillg and Workshop 3 working day, one / MCGM & Supervision Execution of Environmental mlitigationi and and montlh before the 1 60,000 60,000 Consultant evaluation of environmenital condition - during Semninar construction begins Environmllental Specialist construction and operation Manager Level Env )_ from MMRDA / MSDRC Entvironmiiienitally Soutnid Coistnrctioni Practices - Senminar/ / MCGM & Supervision Clean Highway construction techlnology, alternative lectures 1 week just before 1 1,20,000 / MCGMla &Supervision techniques for roads, waste management and and site construction Consultanit mniinisation in constructioni Visits Environmental Specialist Manager Level (Env.) Monitorinig Enivironmiiienztal Perfoniianice dutriing from MMRDA / MSDRC Contstruiction- Lectures, / MCGM & Supervision Air, Water and Noise monlitoring, Evaluation and Workshop 2 days 1 40,000 40,000 Consultant Review of results, reporting requirement and site Environmental Specialist mechanism visits Lo1Ig terni E,Iviro,IIe1ital issiue in Road All Manager (Env) Mantagentienzt - Workshop MMRDA / MSRDC / Designing and Implementing Survey for ambient and W2 days during 1 40,000 40000 MCGM air, noise, biological and water quality survey, data Services Implementation , storage, analysis, contact documents and Environmental Clauses vote Ue eBat cl)ii ay cover 15to .O)partiLzpanlts I'RNI INX NINII;I)A IN l\IE RIB'/I IM&) AI R'lA JVI ;R/MU\L,IB\i/Ju\E02 126 Table 5. 10 Cost Estimiiatesfor Iimpwlemilenitinig Enhancement Measures nlll Proiect Level Moniitorintg Si. # I Item Particulars Assumptions Unit Rate INR Total Cost INR Investment during construction phase Ai pollutiol 0nitolinig 12 samples per season and 7,500/ 540,()(0 36 samples pet veal and saniplimig dlU inug 2 yeal of consti uction total sami;ples =72 2 Noise mionitoli ng 12 sam1ples peer season and 2,000/ 144,000 36 samples pet yeai and sampling dui ing 2 year of constr uctioni total sainples=72 3 W\Vatei quality monitoL ing 5 sa mples pei season ancl Rs 5000 150,000 15 samples pet year andl 1'er sample during 2 yeai of construction total saimples =30 4 Soil quality monitolring 6 samples one-time 4,000/ 24,000 saiplitig Pi oject enhicancemiienit neal Facilitating mangigove Cost as 60,000 nangroves stietch along vegetation in an area of discussed in easter n section as pi ovided in about 0 4ha on soutihei n section 5 1 5 Section 5.15 side ofJVLR Total cost of Environmental Protection Measures for Construction Phase INR 918,000 Au quality monitoi ing 12 samples pei season aid 7,500/ pei 270,(00 36 samples per yeai samplle 2 Noise quality ilonitoi iiig 12 samples pei season and 2,000/ 72,000 36 samples pci yeai sam1pling 3 Vviatei quality monlitol-lng 21 samples as pei Rs 5000/ 105,000 I'able 5 4 Samiple 4 Soil quality' monilolring 3 samples as peer Rs 4000/ 12,000 Ta'ble 5 4 sample 5 rPlantation and landscaping 5.3 km1 foi 36 mionthls LumlpsuLII 1,908,000 maintenianice foi 36 moniths 10,000/- (pei month] pei kini) 6 Survival iate of road sicle Ecological survey once per 5,000/year 15,000 plantation andc other annum foi tice yeai s compensatory plantation Classified traffic volu7e Cl'V surveys @ 3 sites foi 3,000/day/ 81,000 (CTV) survey thliee days pei year1 for 3 site yea i s Total Investment for Environmental Protection Measures for Operation Phase INR 2,463,000 EIRNI INr)IA NINiRMA INAL Re'! / AFi:NA LRJVlR/MunIt\l /LLRNI '02 127 5.2 ENVIRONMENTAL MANAGEMENT PLAN FOR PHASE 11 OFJVLR PROJECT The EMP has been delin-eated for all the three stages viz., Pre-constructioni, Construction and Operation stages of the Plhase 11 of JVLR project. Tle EMP is presented in Table 5.11 throug iTable 5.13. 5.2.1 Enivironmiitenital Moniitorinig P'lani Recomunended Project level Environment monitoring plan is presented in Taible 5.14. 5.2.2 Key Performanice Inidlicators The performance intdicators that should be analysed dUrin1g construction alnd operation plhase have been piovided below. Key performiance indticators duirinig coiistrutctioi phlaise Environmental issue Key indicators 1Benchmark values/ standards Ambient air quality 502, SPM, PM1o, CO, Baseline values NO, and HC (non01- measured during pre- metlhane); project scenario and corresponding NAAQS standards Ambient Noise level L,,, day and Le.( Niglht Baseline values calculated based on measured dur ing pre- hour ly equivalent noise project scenario and levels correspondinig NAAQS standards Surface water quality pH, TDS, TSS, Turbidity, Baseline values BOD, DO an1d O&G meaSuLed during pre- pi-oject scen1ar-io and Coastal watei criteria SW-Ill Soil quality near debris Soil contaminants as USEPA soil conltaminiianit disposal site identified in USEPA or thlreshold limits or equivalenlt BIS standards equivalent BIS standarcis Ground water quality Heavy metals and Standards for heavy near debris disposal site contaminants as per metals -and contam-inants USEPA or equivalent as per USEPA or BIS standards equivalent BIS standards EIRNI INlDI NMMRI)A j NAt EF I/IA& I'I JVI.R/N lIi \I/JU\i2 128 Key performtian1ce indicators iurint,g operattioni pliase Enviroinmental issue Key inicators I3enclh mark vaI LueS/ standards Ambient air quality S02, SPM, PMlu, CO, NAAQS standlards NO, and HC (noni- metlhane); Ambient Noise level L.,, day and L,,, Night NAAQS standards calculated based on lhourly eqluivalenit noise levels Surface water quality pH, TDS, TSS, Turbidity, Coastal water criteria BOD, DO and O&G SW-III Soil quality near debris Soil contamiinianits as USEPA soil conltaminiilanlt disposal site identified in USEPA or tlhreslold limits or equivalent BIS standards eqLuIvalenit BIS standirds Ground water quality Hieavy metals and Standards for heavy near debris dlisposal site contam1-inanlts as per metals and contaminants USEPA or equivalent as per USEPA or lI3S standards equivalent BIS standards Compensatory Survival rate As per relevant policies plantation of tree authority Traffic scenario Traffic volume and Baseline values observed density during pre-project scenario 5.2.3 EMP Reporting Arrangeinen ts The EMP reporting process and arrangement is similar to the one recommended for Phase I of JVLR project Discussion on this issue has been presentied Hi Section 5.1.3 5.2.4 Institutional Arrangement The lnstitutional arrangement for the implementation of Phase II of JVLR project will be the same as recommended for Phase I of JVLR project. Moreover, thle strengtheninig of institutional capacity to maniage the project will not be required, as that has been addressed in Phase I of JVLR project. Hence, cost provision for capacity development and thaining for the inistitutions involved is not accountecd for in the Phase II of JVLR project. 5.2.5 Project Enhllanicemiienit imieasuires a lonig Sectioni II of JVLR The pi ominent physical attributes based on land use founid along tlhe section Lnclude. * institutional EINI INDIA NIM RI)A FINAI NIT/I A&IEMI'P1 1 )VI,R/NIIJII1AI/J t',I '112 129 * residential . coinuercial * surface water body -Powai Lake Considerinig the various DPR proposals for th-e JVLR project, tlhe possible enhdancement measures have been presented below. Project Enhlanicemiienti Imleasutres alontg Sectioni II Locality Eniiancemenit measures Residenitial aieas . Bus-bays along service ioads * Planinled space for taxi-scooteis (3- wlheeler) to park Institutional . DPR consultanit shiall carryout an excilusive tiaffic Imlanlagemilenlt StUdy to avoid tlle bottleneck situation that exists opposite 111 campus Thle study shiall analyse the feasibility of piovicing Road unlder pass opposite lIT main gate oi reoi ganitsiig entry/exit to 11l * Planined space fo r taxi-scooters (3- wlieelei) to pai k' * Bus-bays along seivice ioads Comiuercial * Space for parking personial vehiicles shall be provicded without obsti uctinig traffic flow along JVLR Surface water body -Powai Lake * The stietch between JVLR and Powai lake shall be conver ted to a park/gal dleni withi adeLIuate seats/ benchles ERNI INIJA MN1RiDA I INALRI if/I.A&SINi''0I JVLIR/MUNIB \I /IUi.'0)2 130 Table 5.11 Pre-Con1stnrctioni stage EMPfor Plhase II of JVLR Project Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementation Supervision The entitlement framework to the PAPs shall be Resettlement in accordance to the RAP of the project. It shall be RAP Before Start of and ensured that all R&R activities be reasonably R . t construction of MMRDA MMRDA rehabilitation completed as per RAP, before the construction ecunemen relevant section. activity starts m the relevant section. Resettlement of All cultural properties that have been identified as Before Start of affected shall be resettled as per the action plan RIP requirement construction of MMRDA MMRDA culperal laid out in Rehabilitation Implementation Plan section property (RIP) and Consolidated EA relevant 'lrees talling within the alignment wliich are tobe Preservation of B S Ecological removed before commencement of construction Tree Act of Before Start ofPIA/ impacts due to shall be identified and approved by PIA. Prior Maharahtra, construction of Contractor MMRDA tree cutting permission from MCGM/ Tree authorities shall 1975 relevant section be obtained. I R INfIA MNIRPA INAI Rl r'/lA&I NII' oi JVI R/NL\IIli m /IU\ 1'F02 131 Environmental Cross Responsibility Mitigation Measures Reference to Time Frame Issue Documents Implementation Supervision T'emporary trattic arrangement during construction within RoW shall be planned in the DPR itself. This plan shall be periodically During site Local traffic reviewed with respect to site conditions. MRTH: 112 clearance and Contractor/ PMC PIA/ arrangement During site clearance activltv, the demolition Mclrv NfIMRDA debris shall be preferably removed durmg non- onsucon peak hours and with deployment of more vehicles for the purpose. The contractor shall take all necessary measures for the safetv of traffic durmg construction and Traffic Control provide, erect and mamtam such barricades, MRTH: 112.4 Durmig pre- and Safety including signs, markmgs, flags, lights and MRTH: 112 construction & Contractor / PMC PIA flagmen as may be required by the PMC for the mformation and protecton of traffic. L.RNI NI) \ MMIIRDA I I.\-mI 1Ff/I *\A&-MI'(*JVI I[/MUL,\l\I /JU\l 012 132 Environmental Cross Responsibility Issue Mitigation Measures Reference to Time Frame Documents Implementation Supervision Special consitderation shall be given m the local traffic management to the safety of pedestrians The temporar,y traffic arrangement within RoW as Before Safety of recomunended in the DPR should be kept free of MRTH: 112.2' Construction Contractor/PMIC PIA pedestrians encroachrnents/ comnerciat actvites. The and durmg sections near IIT campus and opposite Panch construction kutir market area are the critical ones where pedestrian safety needs to be addressed. Durmg entire Imaton land . ..site clearance Impact olad Construction activities shall be preferablvyieclaac use outside C . s MRTH 201.2 and Contractor PIA RoW restricted within project road RoW. construction phases All utilities, such as water supply lines, electrical Utility installations, telephone lines etc. to be shifted after Before Start of relocation prior approval of agencies. Utility relocation shall MRTH 110 construction of Contractor/PPMC PIA be carried out m shortest possible time to reduce relevant section mconverience to public. Vo'te1 PIA - Project Implementing Atithority, PMC - Proect Management Consiultanlt, vIMRDA - THlimibi N etiopohtan Region Dec pnient Authority, NIRT-I - iMvinistny j of d Transportation anld Highways (foni)erly Miniistny of Surf ice Transport, IvIOST) SpecificLationis for Roali anili Bridge Works, 3rn Revision, 1997, RAP - ReilLlbditationi Actionz Plan, RIP - Rcliabilitatioi hmplcnicnetation Plaii, R&R - Resettleinic11t & Rehabilitation, CEMP - CGommuniiiiitjy E,nVirominental AManagemient Plan, CEA - Conisolidated Emvlionninetal Assessment, AMCGAI - Munit ipal Corporationi of Greatcr AMunba,, Rotl V- Right of way, PRo1 - Proposed Right ofl Ilay FRNM I\p, ' MMII)\I I i, m R1 r/I A&-l NIl'i JVI R/ M IF\II m /JU\'F (12 13-3 Table 5.12 Conistruiction Stage EMPfor Plase II of JVLR project Environmental Reference to T F Responsibility Issue Mitigation Measures Contract Time Frame Documents Implementation Supervision Material spill AlYvehicles delivering material to the site shall be MIR lH:111.9 Entre Conractor PMC/PIA covered to avoid material spillage. MRTH:111.12 phase l'he unpaved roads, it used by the contractor, Plying vehicles shall be sprmikled with water at least once in a on unpaved day to control the fugitive dust emissions. Dust' MRTH:111.10 Consructon Contractor PMC/P1A roads emission will be a critical issue opposite IIT and phase Panch kutir market sections. It is understood trom the implementing authorities, that the contractor will utlise the existing Concrete, Asphalt and Hot Mix Plants. Using exlstmg Contractor shall ensure that existing plants, which Using existing are sourced, are licensed and authorised for Durmg entire hot mix/ Concrete/ operation by concerned authorities and shall MRTH 111.5 construction Contractor PIA asphalt plants intimate the PMC/PlA prior to procuring phase materials from them PMC shall procure relevant documents from the plant owners to ensure that they are adhermg to relevant emission norms as laid out by MoEF/ CPCB. I:RNI i \I)I\ MMRIDA IIN \I Rl P/i A&l ,\IP1F JV I R/NIL\F \I /JuNi 'tl2 134 Environmental Reference to Responsibility Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision t Construction site to be watered periodicallv to Watering to .. .,Duru-ig entire contol iust at minimize fugitive dust generation as the project MRTH: 111.8 construction Contractor/ PMC PIA control dust at road is in the midst of residential, institutional site and sensitive areas. Contractor shall ensure that the transport vehicles Roads used for used to ferry materials and dispose debris does During entire tiansp used fornot create hazardous conditions for general traffic MRTH:111.9 construction Contractor/ PNMC PIA tiansport using the roadway especially the LBS marg and phase Western section of JVLR. lhe construction site especially near Panch kutir market area, opposite IIT campus, and along slum area ontheeasernsid shold e brrlade atDurmg Barricading site areas on the easter side should be barricaded at MRTH 112 construction Contractor/PMC PIA all time m a dav with adequate marking, flags, phase reflectors etc., for the safety of general traffic movement and pedestrians. All earthwork and construction material should be stored i-isuch a manner to minimise generation of dust an'd spillage on roads. The During entire Earthwork stacks of earthwork shall be preferably located MRTH 201.4 construction Contractor/ PMC PIA away from Panch kutir market areas, opposite IIT phase campus and along Powal lake. 1-KNI hm)l MMRDzA I 1\ N Rrv/l AIM Nil orJ\/i R/ tvlumlfi \1/JU.\-F 52 135 Environmental Reference to Responsibility ronm a Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision Daily inspection at construction site should be carried out to ensure removal of construction debris. Debris removal frequency shall be quicker Inspection of to the extent possible. Piling up of debris Contract Durmig site generated near Panch kutir market area, lIT document const campus, Powai lake and steep slope section neai plKase LBS marg would create hazardous condition for traffic movement and pedestrians As soon as construction is over the surplus earth Earthwork should be utilised to fill up low-lyuig areas. In no MRTH 201.4 Durmig debris disposal case, loose earth should be allowed to pile up MRTH 301.3.11 phase Contractor/ PMC PIA along JVLR alignment. Idling of delivery trucks or other equipment should not be permitted during periods of Idlng of unloading or when they are not in active use. During vehicles This practice must be ensured especially near MRTH 201.2 construction Contractor PMC/PlA sensitive receptors, viz., IIT caulipis, Clzrcli, Places phase of worship, Cenitral scliool an1d Panicli kutitr niiarket area. (Construction Exhaust and noise emissions ot construction Durmig equipment equipment's shall adhere to emission norms as Legal construction Contractor PMC/PIA emissions laid out by MoEF/ CPCB. requffement I RNI INPI\ MMKDA I INXI Ri r/1 '&02l'OIj\'1R/MU\lF;\/JUNi 02 136 Environmental Reference to Responsibility Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision Noise from All construction equipment's shall be fitted with construction exhaust silencers. Damaged silencers to be MRTH: 111 During Contractor PMC/PlA equipments promptlv replaced by contractor. Noise impact DG sets, if used, shall adhere to noise standards of due to MoEF. Operation of DG sets shall be preferably MRTH:v11 During operation of avoided near IIT campus, Panch kutir market area construction DG sets and sensitive receptors. It blasting of hill section near LISS marg is required, adequate noise control measures shall Noise control be prepared m advance prior to the blasting work MRTH. 302 Before Start of starts. The noise levels shall adhere to local laws. PC Sub Clause construction of Contractor/ PMC PIA measures Restricted blasting work hours and intermittent 45.1 relevant section blasting could be few mitigation measures that can be adopted. Noise level -Co(nstruction activity induced noise levels shall be During Nolse level mitigatedl near IIT caiiipits, Ceiltral Sciool PanilcitDrn near residential m c t MRTH:111 construction of areas and kuttir niarklt area, residienttial areas anild places of PC Sub Clause relevant Contractor/ PMC PIA Iweorshlip The contractor can employ mitigation measures such as restricted and/or intermittent 45.1 receptors activity or as directed by PMC. Exposure to Workers exposed to loud noise (As per Factory MRTIRH: 111.6 During Contractor PMC/PTA loud noise Act requirements) shall wear earplugs/ earmuffs MRTH 105.2 construction I RNI D)l M NIRI )A I 'Af RI r-/i A&i'Mi' o1 [VI R/ MU,? \I /i tl' 137 Environmental Reference to Responsibility Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision Construction material containing fine particles Storage of shall be stored in an enclosure such that sediment- Durig construction laden water does not drain into Po7aI lake, other MRTH: 306 consruction Conractor PIA material nearby storm water drains and underground sewage pipes. Along Pozw7ai lakte and near steep slope section located towards the eastern end, earth, stone or any other construction material shall be properly stored, if storage can't be avoided, so as not to Blockage and block the flow of water. change in If the channel/ drains get blocked due to MRTH: 306 During Contractor PMC/PIA drainage negligence, contractor should ensure that they are construction pattern cleaned especiallv durmig monsoon season. Once the work is completed in all respects, the contractor shall, as a mark of good gesture, clean up the drams along the project road to the extent possible. On road embankment near steep hill section, Soil erosion slopes shall be stabilised, The work shall consist MRTH 306 During Contractor PMC/PlA of measures as per design, or as directed by the construction PMC to control soil erosion, and rutting I RM INDIA NINIRDA I-IN %I RI r/I A&I-NIP0l JVI R/MiU\h V I/JU' 'il2 138 Environmental Reference to Responsibility Issue Mitigation Measures Contract Time Frame Documents Implementation Supervision Siltation of soil into Po7ai lake shall be prevented as MRTH Siltation of far as possible by adapting soil erosion control guidelines 305 During Contactor PMC/PIA water bodies measures as per MRTH guidelmes/ or as per the tlirough 309 conshucton directions of PMC. Along tlhe steep hill section located near LBS nharg, MRTH Areas earthwork should be preferably carried out before 306.2/Project/ Durig susceptible to rainv season or temporary/permanlent erosion Contract construction Contraclor PMC/PIA erosion protection work as may be feasible shall be requirement provided. LUebrs generated due to dismantling of existing Debris disposal pavement/structures shall be suitably reused in MRTH :112.10 Durmg Conhactor PN4C/PIA proposed construction. Un-utilisable debris shall MRTH 301.3.11 construction be suitably disposed at sites approved by PMC. bentonite slurry or similar debris generated trom Foundation pile drlvmg or other construction activities shall excavation be disposed such that it does not flow into PoW7a Project Durmig Contractor PMC/PIA debris lake, nearby suirface drainis, seWage mainhilioles or form r mud puddles in the area. I RM Nni MNIKPA I \,\i Rrir/l A&I \AI'oi JVI R/ML\mIm \i/Jut '02 139 Environmental Reference to Responsibility IEnvironmenta Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision Soil Oil and fuel spills trom construction equipment contamination shall be runinmised by good O&M practice. Soils Project During Contractor/ PMC PIA bv construction contaminated by such spiUs shall be disposed as requirement construction wastes, fuel etc. per MoEF requirements. qourcing Sand, aggregates and other quarry material shall MRTH 111.3 During Contractor/PMC PIA quarry be sourced from licensed quarries construction materials Compensatory plantation as provided in the DPR Treservaton of Compensatory proposal shall be done m line with Tree authornty Trees Act of During Tree Authorvtv PIA plantation r . Maharashtra, construction reg-ulations and guidelines. 1975 Adequate landscaping of the median, g end , ~~~~~~~of construction embankment slopes and other open space Aestletics and available within RoW shall be carried as provided Project phase or within 6 months after Contractor/ PMC PTA Landscape m the DPR. The area can be utilised for growing requirement p dwarf varieties of plants (e.g Alstonia scholarls, anbore Thu]a etc.) and before mornsoon Providing 'l'he contractor shall abide by the contract MRTH 105.2 labour camps conditions and directions of PMC with respect to PC Sub Clause' Durmg Contractor/ PMC PIA and facilities labour camps, providing sanitation facilities and 34.2 construction labour welfare issues. I RM INfli MKRI)A I i, \i Ri i/I ,\&I NIP' )JVI R/MtumlnmI/JuNF '02 140 Environmental Reference to Responsibility Mitigation Measures Contract Time Frame Issue Documents Implementation Supervision I'he contractor is requiredi to comply with all the Occupational precautions as required for the safety of workmen MRTH 105.2 D Health and as per the International Labour Organisation PC Sub Clause Durmig Contractor/PMC PIA Safetv (ILO) Convention No. 62, as far as those are 34.2 applicable to the contract. The contractor shall supply all necessary safe-t Provision of appliances such as safety goggles, helmets, safetyh MRTH 105.2 Safety belts, ear plugs, masks etc. to the worker and staff. PC Sub Clause D acessories/ All laws related to safe scaffolding, ladders, 34.2; Construction Contractor/PMC PIA appliances to working platform, gangway, stairwells, PC Sub Clause each worker excavations, safety entry and exit etc. shall be 80 complied with. Adequate precautions shall be taken to prevent PC Sub Clause Safety danger from electrical equipment. All precautio, s machines/equipment used shall confirm to the 34.2; g Contractor/PMC PIA precautions relevant Indian Standards (IS) codes and shall be PC Sub Clause Construction regularly inspected by the PMC. 80 MR'lH 1()5.2 Availability of A readily available first aid unit mcluding an PC Sub Clause Di first aid kit at adequate supply of sterilized dressing material 34 9 Durmg construction and appliances shall be provided as per the PC Sub Clause Construction site requirements under the Factory Act. 80 I RIM\'I)i \ NIKRiiA IN\ RFr/l A,&- MI oil VI R/ MuL\,B\1 V/JtNF '(02 141 Environmental Reference to Responsibility Mitigation Measures Contract Time Frame Issue Documents Implementahon Supervision Workers health --All anti-malarial measures as prescribed ky th_e MKITH 105.2 Durm PMC shall be complied with, including filling up PC Sub Clause g Contractor/PMC PIA and hyglene of burrow pits Constiucton Note PIA - Piojeet .iiiptenieintinig Autholrih, PMCA - Projcet MAaniagenient Consultant, '4IAIRDA - A tinnhtr A' etropolitain Region DeVeoptnpucut Azitlionhl, A4I7T - AMiinstrrl ot Ro adt Transpottatiori a,idt High/rijils (fornmiely mAilistrij qf Srtiifec Transport, MOST) Splcifi,Lations fo Roaid and Bridtge lVorks, 3rd Revision, 1997, RAP - Rehabdiilitatiorn Ahon Plan, R&R - Resettleiiiemit & Reihiabilitationz, CEM'IP - Comnunitzty Environmental Maniagenient Plain, AMiCGAI - Manicipal Corporation of Greter At'ruibai,, DG sets - Diesel Geznraitor bet, Rol V- Rig/it of way, PRolV- Proposcd1 rrgigt of 7ally, O&M - Operation and Maintenance, PC Sub-Clausc - Particular Codlitions of Coiltra-ct I RM I \niX NIMREDA 1 N' Rl P/I A&I )l'(VI JVI1/ NML \%II\ /JUNF'F02 142 Table 5.13 Operation stage EMPfor Plase n of JVLR project Cross Responsibility Environmental Mitigation Measures Reference to Time Frame Issue Contract Implementation Supervision Documents Ambient air concentrations of various pollutants Starting Pollution shall be monitored as per the pollution Project immediately Air quality monitoring plan presented in Table 5.14 of this requirement after completion monitorig MMRDA impact report of construction Vehicle emission norms of the day shall be Project Routinely after Enforcement MCGM enforced requirement operation phase agency Starting Monitoring of noise levels at locations as per Project immediately Polluton MMRDA monitormg plan. requirement after completion agency. (MCGM) of construction Noise pollution Adequate "No Honking" sign boards at sensitive Project Immediately locations viz. Church, IIT campus and Kendriya requirement after operation MCGM MCGM Vidyalaya school shall be installed. phase starts H1NN'I NIII M N IRI A I IN \1 1RI1/ I\&I NIN'1 1\1 1\/M L'\II\X/JUNI-'N12 143) Cross Responsibility Environmental Mitigation Measures Reference to Time Frame Issue Contract Implementation Supervision Documents Noise will become a major problem if congestion Starting Noise due to or bottleneck situation exists in the road. Such Project immediately ICGM MCGM congestion locations causing hindrance to traffic flow shall be requirement after completion rectified. of construction Storm water All drains leading to Powai lake and other drains Startng and drain along the project road to be maintamed and Project immediatelv MCGM MCGM mamtenance cleaned periodically. requirement after completion of construction Traffic control measures including speed linuts to Traffic Traffic and be enforced strictly. Traffic volume and speed to Project Through management unit MCGM safety be-monitored to record benefits achieved from the requirement operation stage of MCGM/ project Traffic Police Adequate care of the compensatory plantation Upto 3 years Survival rate of should be taken up so as to comply the survival Project after project MCGM MCGM plantation rates recommended in the relevant policies of the requirement becomes Tree authority operational INI RM N NlINIr\ \)A I IN \1 RP/I A&I NIl' JVI R/MNlAIT \iI/luN\ t1)2 144 Cross Responsibility Environmental Mitigation Measures Reference to Time Frame Issue Contract Implementation Supervision Documents The landscaping provided shall be guarLted from Upto 3 vears Aesthetics and animals with1 adequate monitoring to ensure dieir Project after project MCGM MCGM Landscape growth requirement becomes gff l operational Feriodic maintenance ot trattic signals, signpost9, Public Health road markings, zebra crossnigs etc. especially near Project Tlrough MCGM/ Traffic MCGM and safety IIT campus, Panch kutir market area and requirement operation stage management ulUt Hiranandani garden junction Road embankment & cut section stability should be checked for erosion and rutting The high Road embankment section near LBS mnarg flyover and embankment & near eastern end of L&T flyover shall be Project Throughout MCGM MCGM cut section periodically checked for soil erosion and stabilty. -requirement operation stage stability Any sign of instabilitv should warrant adequate response immediately an-d well before succeeding monsoon season I RM NDi NMI R)A I INA\ RI P/I AM& MI'i'0FJVI R/ MU\l 3X 1/ LTNE ('12 145 Cross Responsibility Environmental Mitigation Measures Reference to Time Frame Issue Contract Implementation Supervision Documents Ilhe entire J V LI corridior shall be mnonitored ,'or _ any accidents. MCGM shall mainitau- a database Accident based on data collected from traffic police/ Project Throughout MCGM/ Traffic MCGM hazards competent authority. They shall analyse the requirement operation stage management unit database and rectify if any physical correction/ alteration m the geometry of the road is needed. Notc PIA - Projcct Imiplemnenting Authority, PMC - ProjeLt Managemenzt Consultailt, JVTIRDA - Munibai A ttropolitni Regioli DcCIclopment Autflonty, AjRTtk - Mi4nistry ot Ro adl Transportalionz anid Highwlays (formerly Mvinistry of Snirfice Transport, hOST), RAP - Rehabilitation Action Plant, R&R - Resettlemient & Rehabilititioii, CEMP - Coniilty Em17iroln0mnenItal M4anagemCnt Plaz, MCGM - MVunicipal Corporation of Grcater Mlumbi,, DC sets - Diesel Gcencrator set, RolV - Right of I(ay, PRoWV - Proposeri nght of Uoaiy, O&MYfi - Operationz and Manteaianc, I )i _ NOr \MINIRI)A i ,'JAI ZP/I A\&l Nil''lRJVI I R/MU\FIFNI (12 146 Table 5.14 Enviroiiinental Monitorinig Plan1lfor Pltase II of JVLR Project1 Institutional Responsibility c o < Parameters Standard Location Frequency Duration Impe sp;ntiton, S,Upervson 2 SPM, PMW,, NAAQS of -Near 111 Maingate Once every season - 24 hr/day for 2 Contractor PMC/PIA SO2, NOx CPCB Summer, Winlter, consecutive working days througlh pre- post-monsoon per week for 2 weeks approved _:1 2 moniltoring _________________ ~~~~~~~~~~~~~~~~~~~~agrency U u CO, HC (non- NAAQS of - Near 1IT Main gate Once every season - 8 hr/day for 2 consecutive Contractor PMC/PIAI _ U methane) CPCB Summer, WuCter, workmg days per week through pre- post-monsoon for 2 weeks approved moanitoring agenicy SPM, PM1o, NAAQS ot - Near ITI Main gate One time after 6 24 hr/day for 2 MCGM MMRDA G SO2, NOx CPCB months into operation consecutive working days stage per week for 2 weeks. 0' (1) For abbreviations used in the table please refer list of abbreviaions l RM INDIA MMRD1A I IN.I PI/ A/ -,\llI! l IVI R/NILP\If\i/lLNI ' 02 147 Institutional Responsibility T Parameters Standard Location Frequency Duration IfIIpictlcfli taoil Suprvtsioity O 0 CO, HC (noi- N - Near II Main gate One time after 6 8 hr/day for 2 consecutive MCGM MMRDA _ methanie) months into operation working days per week stage for 2 weeks 0' L,,1 Day, L,, _CPCB - Near IIT Main gate Once ever v season- Conttnuous 24 hour Contractor l'NvlC/ I'IA O o niglht, LIO, noise sunummei, Wmntet, readuig with a fiequency thliouglh pie- > ._ L50, L90 standards post-Monsoonl during of 10 minutes for 2 non- approved av t,> dB(A) constructon period consecutive days per monitorinig , week for 2 weeks agency Z T7Day, L,, CPCB - Near IIT Mai gate One time after 6 Continuous 24 hour NvlCGM MMRDA v night, L10, noise months into operation readmg with a frequency -u <5C L50, L90 standards stage of 10 minutes for 2 non- dB(A) consecutive days per week for 2 weeks LKI INDI MMRDA I xi\i KwR/1 \&M v'rIV!R/MlxBxI I 148 - uIX R nstitutional Responsibility o o~ = Parameters Standard Location Frequency Duration limpiL'ielitatlol Superm'slon E & u O u pH, BOD, Coastal - Powai lake Once every followinig For Powai lake 4 grab Contractor PiIC/7PIA o TSS, TDS, water season - Summer, samples along JVLR at t , u DO, quality - Winter and post- different locations Z ._ Turbidity and SWIII monsoon. ' O&G u pH, BOD, Coastal - Powai lake Onle time after 6 For Powai lake 4 grab NMCGM kICG?vl , TSS, TDS, water months into operation samples along JVLR at a . DO, quality - stage different locations _~ < '. O Turbidity and SWIII cn Z. vO&G Monitoring of As laid out Along Powai lake and During tree felling During tree felling period PMCPI _ tree felling m project other areas where tree QJ O , detail felling is required > - c tJ . :design G0 bSurvival rate Poiices/ At locations of Aninually For 3 years after operation MCGMrl MCG11 o of roadside guideline compensatory starts plantation of tree plantation and other authority _ compensate 0 plantation I RM I \ MKIM I)A I\A\ RII/I A&I M 1IIoi JVI R/ML\I\1; I/LM 012 149 5.2.6 Cost of Suggested Mitigationi Measitres for Pliase If oJJ VLR project The EMP implementation will require financial conunuitments for the followilng: * Budget for sqrengthening the capacity of the concernled organiisationis responsible for implement-ing Llhe plan, * Budget for implementHig various mitigation imieasures proposed in the EMP; * Budget for undertaking enhdancement measures proposed for implementation along with project; anrd * Budget for undertakin-g pr oject-level environment monitoring. These budgets have been estimlated and provided in the following sub-sections. Cost Estiainates fol InstittilolInl Ca7piacity Buidiing The Institutioial arrangement is expected to be the same for the execution of Phase II of JVLR project. Hence no additional cost is reiquired for lhe capacity building component of the EMP Cost Esthinatesfor EMP MIpleineanttioi There are no cost implications for implementinig various EMP measures presented in Tables 5.11 tlhrouight 5.13. The measures recommnenlded in the tables are part of good construction practices that aye reconmmended in MRTH specifications for road and bridge works, and FIDIC General conditions of conbtact. Thiese specificaiions, guidelmes and conditions of contracl are to be adopted by the contractor and other implementinlg agencies as part of tlheir contractual obligations with no additional cost. Cost Esthinatesfor liinlplemneiittig Enliaiiicemienlt Aleasuics anid Project Level Molittorilng The costs estimatecl for imjilementiig enhaancemenit measures as discussed in sectioni 5.2 5 and for carrying out project level environment monitorilng proposed in section 5 2 1 are piesented in Table 5.15 Provisions for these implementation costs are to be made by the project proponent under tlhe individual project budget. It is to be noted that DPR Consultant will estimate the budget for providing the following items/ heads: * Landscaping along JVLR * Cross-drainiage works * Drainage and protective works * Traffic signs,and road furniture Besides, the budgel for implementLig R&R ancl CEMP measures will be estimated separately ui the respective RAP report and accounted for in the overall project cost. IERNI INDIA MNIRDA I INAI RCi1/] A&I4MP'OrJVI,R/MUNi /\1/)L'Ni. 02 150 In view of this, cost estimates have been worked out excluding these provisions aned otlher measures which are expected to be part of general contract agreement The measuLres/ issues Lthat would form part of general concditions of contiact ancd whlich the civil cointiacLoi is bound1 to provide as palt of his iesponsibility ancd legal obligatLions includle the followmig. * Provideig labour camps and all other facilities as laid out in the EMP throughout the pre-construchion and constructioni phlase. * Cost micurreed towards maintain-ing labour camps, sanitationl systems, and1 providinig potable drinlking wvater etc, * Cost incurred towards providing labourers with safety equipments and1 appliances dur uig conistruction plhase. * Cost uicurred towards organising and conductinig periodical healthl camnps for the benefit of labourers anid their families. The costs estimated for implementing enhlancemenit measures as and fol carrying out project level enviro-unent monitoring are presented in Talble 5.15.The project proponent i e. MSRDC shall in-clude these costs as part of individual project budget. Table 5.15 Cost Estimiiatesfor Implementing Enhancement Measutres andtl Project Level Moniitorinig in Pliase ll of JVLR project Sl. # I Item Particulars I Assumptions Unit Rate INR Total Cost INR Investmenit during construction phase \II pollution moni0toilig 4 samples per season andl 7,500/ 60,000 drilng 0 5 N ear of sampiliig coinstr'uctio n total samplles =8 2 Noise imonitoring 4 samprles pei season andl 2,000/ 16,000 dUI ing 0 5 year of sampililg consti uctioIn total samples = 8 3 atei quality moniltorinig 4 samples per season andl 8 Rs 40,000 sa m ples within assumedl 5000/sa miple construction timiie of 6 4 Plioject eniiancemileilt nea r Developing small r oadside Lu m psuim 1,250,000 Powai lake as piovicled I paik vith exotic variet) of amouit of Rs Section 5 2 5 vegetation, lawnis, 5 0 lakhs per landscapinig iaid pi oviduig I-la all public amenities like pathways, rest benchies, lighting and sanitation facilities etc over an appioximiate aiea of about 2 5 -lia Total Investmilenit for Enviroiinienital Measures for Constructionl Pliase INR 1,366,000 .lRW NI)m.\ NI MRUA I IN v 1; I A&I hNII!1 JVI NIL.ilUAi /JUXI 02 151 SI. # Item Particulars Assumptionis Unit Rate INR Total Cost INR 1 /7..u qualty mo1iitol 111g 4 samiples as pei Table 5 14 7,500/ pci 30,00() saniple 2 Noise quality monitoi ing 4 samples as pei 'I'able 5 14 2,000/ 8,0(( sampliing 3 ZWatei quality -oni`toi ing 4 samples as per 1 able 5 14 Rs 5000/ 20,000 Sample Survival iate of ioad s ide Ecological surv'ey once pei 5,000/yeai 15,000 plantation and other aninumil for thiee veais compenisatory plantation Total Investment for Enviroinimental P'rotection Measures for Operation Phase INI' 73,000 ERNI INDI\ NNIRDA l INAI Rbi'/ A&IMPJVLR/ MUNIBAI/JUNI 02 152 6 PUBLIC INFORMATION AND CONSULTATION Public consultation hlas been conducted at various stages of MUTP since thie project was concepLualisedl in 1994 In 1994, a Comprehensive Lransport plan was prepared by MMRDA to arresL and improve tihe deteriorating transport contditionl in the Mumbai Metropolitan Region. The preparation of plan entrusted to M/s WS Atkins International started with a survey of Public attitude'. Some of the wish list expressed by the general public includes * No priority to tramway or Light Rail Transit (LRT) or undergrould metro; High pilority to increased reliability on traini services; * Putting more buses and providing separate bus-ways; and * Priority to r oad investment. These considerations have reflected in the various MUTP piroposals. Since thllen many public-consulting processes have taken place. Complete details of tLhe public-consultin,g processes are provided Ui the Conlsolidated EnvIroilirenltal Assessmenl onl MU TP. TIhle br ief delails are provided. below. Detarils of Piiblic Conisiiltatio,i lProcess Public Consultation Year Suggestions/ Response in Brief Sui-rvev- oF Pllic Atti-tudIe 1994 as pal t of Cl S Support loI Public tianspoll illlpl ovemlenit schemiies/ pi ojects anlLd toadl inifiastiLctLute PlFC1 i ( iilCaoiosu ttTR tig EA-u7 e Ii17 Appi oach and mietlihodology of NFIU'I' u addopted was fine-tuned as pet the suggesLionls given dui irig the process Consultationi duI iiig R&R Septetiibet 2001 As pai t of Baseline Socio- economtc survey the NGO's explainedl tIle pIoJcCt detcils to lhe coitniunit i affccted Consultation dur-inig UlclatedL Noveimber 2000 Impact of ongoiing EA on MUTP dlevelopmenital *works %vete to be consideted while designing the EMP for NIUTP sub- projects. InstItUtional arrangemiienLts were tequested 1in moie dLetail. Public (Consultation duLing Noveinbet 2001 A consultation piocess was piepatation of Consolidated EA exclusively conducted foi lhe ptoject-affected plersons The PliiEc Cot_sultationl dutitig ln~~iber 2001 A consu ltation piocess wvcis piepatationi of Consolidated EA excIusively conductedI fol tile genetal public 'I'he (2) ' Cl S I jclilical N leniiorandLltiuii No 5 - Anialysis of l'ublic AttitlLe Survey, WS Atk nis i nlma tional iLRNI INDIA K NIRDA lNAL Ru'/lA&Nll'cFIVlR/Mu\ili / UN. 112 153 Fromli the various Public consultattion processes, the major issues thlat has emerged include. * Public concern over delay in implementinlg the MUTI' * Because of delay, many felt that plannig M UTP on the basis of CTS carried out in 1994 may not be appropriate. MMRDA has provided in the budgeL for conductinig a freslh CI'S to clevelop a long-teim strategy and investment program * Slrong case was made for providing adequate facilities and safety lo pedestrian-s from the burlgeoning vehicular traffic * Public concern about decreasing Public transport system' role Ui MMR * Railway station area improvemenit schemes were desired for easy use * Regardinig R&R, major concern was expressed related to resettlement of occupants of transit housing to permanent housing witlhi 3 years promised. * Concerns over locating ti ansit camps in CRZ prohibited area were also expressed * EMPs prepared were appreciated in general. However, for effective implementation of EMP, dissemination of information was sought tlhrougl electronic media and tlhrough NGO and CBO. MMRDA and PIA's concernied have addressed all the issues/ concerns expressed during the Public consultation process to the extenLt possible. The delails of actioni taken by MMRDA and PIA's after lhe Public consultationl process lhas been presenLted in Consolidated EA report on MUTP prepared by MMRDA. NI iNFFx DNI IIAM A I RD NA. LI'/L-&:& - 01 JVIR/MLxIIAI/JUNI 02 154 Annlex A Policy and Legal Framework outlined in the Consolidated EA Report on MUTP, MMRDA, 2002 LEGAL AND POLICY IFRAMEWORIK FOR MUTP' SUB3-PROJE-CTS The, project will be impleimenited within the Indian legal Iraaimiewor k and wvill also comply wvith tile safeguard policies of the VVoi IL Bank The applicable legal aiId policy fiamewvork is described below Applicable Indian Legal lRequiremiienits 2. The applicable Indian legal piovisions are descib ed in two giloupS onle related lo environment and the othier ielatedl to iesettlernenit. Legislation related to Enviroiimeiit: 3 Ther e are val IOUs Acts, Rules and Notifications applicable for diflel enil environimilenital componients sucil as Air Pollttioll, Water- Pol lition, Noise Pollution, Coastal Areas, I-laZardouS at\rials Hanldling anld Tranisport, Forest andL Wildlife. In adiLtiloll, regulatory pirovisionis by way of enivironlilienital clearance also exist TIhe applicable acts and regulations are listed below Environmental (Pi otet tion) Act, 1986 4. Thisis an umbrliLiella acl lor envii oniilenital protectioni Various rules and notificatic)is ai lssued fromi time lo tille ulicler the provisions of this Act. Environmental Protection Rules (2000) specify standaicds for ambienit air cluality wheleas Noise Pollutioni (Regulationi and Contiol) Rules, 2000 provide lol thle ambient noise staldaicds in pLiblic places. H-lowever legal mechanism to aclhleve these are not explicit in terms of emission at source in tianispor t sector except foi the vehilcle emission norms like EuLo II or Bliarat II that liave been piescribed The Environimental Impact Assessmeint Notification, 1994 (as amiiendLed ln NWla' 997) make environmenLtal clearance mandatory for 29 categories of developmental projects listedL in SchedLule I ol thie notificaLion. Railways are nlot listed In scIlediule 1 and henice dIO nO1t need environimiienital clearance. For othier compolnelits uLidel MUTP, MoEI has confirmed hliat envi ronnien tal clearanice EIA notification is nOt recquired. Tlel elter reeceived(frouio NIMolF ii thlis r-egar- iis nalpeiilenld on) iiext l,gge. Coastal Regulation Zone Notification, 1991 5. ''lhe notificaLioni provides for detei mining certain aieas betveen the Low TIdL(' Line (LTL) anid I-ligih Tide Line (HTL) and adjacenit land iward area as thle CoasLal Regulationi Zone and its classification inlto CRZ I -ecologically sensitive anldl coastal wetland between l-ITL and LTL, CRZ 11 - where developiment has alreadVy oCCuI red and CRZ III - the residual area largely rulal In chaiactel. Coastal Zone Maniagemilenit Plan (CZMP) of Greater Mumbai specifyinig the classification of CRZ as approved by MoEF is appended as Mali 1 in this Annexure The notification also prescribes pi ollibitecl activities in CRZ and activities thiat cani be takell ip wVilt the approval of N/loEF. Reclamation being a piohibited activity cannot be undler-taken In CRZ I. EI1NI I\DIX MNIN 11I)A\ Ii\\t Aii k il I/J NIPI'I%, 1R R NI \h.\i A -2 No.J-2001 1/8/99-IA.llI Government of India Ministry of Environment & Forests Paryavaran Bhavan C.G.O. Complex, Lodi Road, New Delhi -110003. Dated the 27th July, 2001 To Shri U.P S.Madan, Project Director, M.U.T.P. Mumbai Metropolitan Development Authority, Bandra-Kurla Complex, Bandra (East), Mumbai - 400 051. Subject: Mumbai Urban Transport Project (MUTP) - environmental clearance regarding Sir, The undersigned is directed to refer to your letter no. T/EA/MUTP/461/2001 dated 18th July, 2001 addressed to Shri K.Roy Paul, Special Secretary in this Ministry regarding the above mentioned subject. 2.0 In this regard, it may be clarified that rail projects do not attract the provisions of the EIA Notification, 1994 and hence do not require environmental clearance under the provisions thereof. As regards the road projects to be undertaken as part of the Mumbai Urban Transport Project, it is noted that these projects do not fall in the category of highway projects and hence would not require environmental clearance under the provisions of the EIA Notification, 1994. 3.0 However, environmental clearance under the provisions of the CRZ Notification, 1991 and amendments thereof would need to be obtained for road and rail projects/components falling under CRZ, as may be applicable. Yours faithfully, Sd/- (S. K.Aggrawal) Additional Director Tel. No. 436 2434 ERM INDIA MMRDA nRprT NI. RRF/EA&LMI' orJVl.R/MUMN1AI /4 AI'R '02 17 COASTAL ZONE MANAGEMENT PLAN FOR GREATER MUMBAI _- LrTO..c_ .,',,tAAJo 0010 oSCALE: 26c@ e - Io t*nla£zl - LC~ t~~~~~~ K Jh L ,o 4rce: Cmtsolidated EA Report an MvUTP, M4MRDA, January 2002 ERM India Private Limni The Maharashtra (U baLi Areas) Pieservatoio of T'ices AcL, 1975 6 GOlM legislationi reqiuires every local authority to conlstiulte a 'Free Authoi itv No tree can be felled wiLhoult Lhe permission- of this aulthoriltv The Roadl deevelopImIentl agencies wvill have to obtai tlie perimission of tihe T'ree utlhority for felling of' Llees in the ligilL o)I way andl follo, tlihe 'V'iee Autlior-ities sLipulatIonIs inl iespecL of' transsplantinig oi compen-satol y plantation. Legislation related to 1R & R. Land AccIuisition Act 1894 (LA Act): 7. This act providles fo' compuIlsory acqluisitioni of land fol pubitc puiposes by payin g compensationi at tlie market iate wvith 30% solatiuli, for hILe Compus1USory5 nlatUre of acquisitioni anjd initeest at -12 percenit pier anium froim tlle ldate of notificationl of lancd foi acqIuisiLionI Maliarashitra Regional andl Towvin Planning, Act, 1966 (MR&'TP Act)' 8. The act piovides foi pieparation of Regionlal Plan for tlie MvIMR as a wh1ole and preparationi of Development Plans (Masteil Plans) fol tlle local juI isicLIonll Of individLual munLicipal authoiity like MCGM 'I'lTe Regional P'lan of NlIMR hias been sanctioniecd in 1999 wlhereas the Development Plan of Greater- MiLumbai was sanctionied in 1991. The Regional Plani is policy oi'ieniLel an-d strategic in natuiLe whereas Develop lmenit Plan is moie specific antd prescribes dletailed lalld5 use zoninlg Includinllg designation of Ilad required fol public pruIposes, whIiicih can tlien be acquiled in conjuLIctionl wVith thle pi'ovisionis of Landi Acqulisition Act The act also piovicles a slatutory fiamewoik fol fo ImulaLioin andl enfolicemenlt of Development Contiol Regulatiois. The sub-projects are reqiii1i'ed to be consistenit wvitli the Regionial Plani anc tlihe Developrlmenit Plan Development ConiiLol Regulations l'or Greater Mulimbai 1991 (DCRs) 9 The DCRs set oul the standIlards for butilding dtesign andl constiuctiol, plOVIsioIl oi services like wvater supply, seweerage, siLe di'alinage, access ioads, elevators, fire figihting etc. A separ ate set of regulatiolIs Is IncltldedL foi tlie redevelopmeinti or resettlemeitIL of slumIIs, whicih are adminislei ed by the Slumli Relhabilitatloll Autlioi itv (SRA). Buildilnlgs piocurecl foi R & R hiave to coniforiml to tliese DCRs Up-froint clearanice of the entire pi'oject is lhowevei' not reqluired binder tlihe DCR Approvals aie tc) be obLarined foi' indivCiual schene, as it geLs prepared 10. 'lTese legulaLions prepaeud unnder the MR & 1'P Act offer an alteinative to acquisition llLnei LA Act by way of Tranisfer of Development Rights (TDR). Ilhe perimlissible Floor Space Intdex (FSI) definies the.developmeiL i iglits of eve'y parcel of lanl in lluMlilbai If a particulai pai'cel of lantd is designalted for a public pui'pose the landown-ei has an option of accepting monietar compensation0 u tei the LA Act 1894 or accept TDR (equivalenit to the plot area times tlie permissible FSI), I:RNI NI)'I MNIII IM l)AI il\ R .I/I A &IN I Ih'/i I\VIR N It\II,\i A-5 wvhich can be soltd in the m1ar ket for USe elSeWIeie In MUInlbad. TIhe DC RegUlatiOnIS have been amellnleCd Lo provide incentives for reliabiltLation (inciLn.ltIg resettleient of S1Um11 dwVCelleis) inl 1997. For landowners pi epred to pi ovide 225 sqL.fL. dwvelling uinits free ofl cost to slum dwellers, tlle incenitive is in the foirIm of r ighit to buldLI andt sell floor space eqLuivalenit to tlaL reqLulireld for SILIlum iehabilitathon SUbjecL to tlie maximumLlil 1-SitIf utilization of FSI of 2 5. The remiiainider of the total development righits can ble usecl as TDPR In case of lan clesignatecd for resettlement of slum dwelleis affectedl by infrasrIucture piojects, the landl owner hias an optLioi of offerinig dwvelling units to the project imipleml-enitinig agencv free of cost andl gettinig the benefit of maximuLim of TDR equivalenit to floor area calculated at FSI of 3 5 (1 for land1 andc 2.5 for the built-up area). The MlahaiashLra Co-opeiative Societies Act 1960 11 I his act piovicles for establishinig, registering andL adminilsteriing the co-opeerative socieLies. I-lousiig co-opeiaLive is a special form of co-operative societ, wvlere thle lanid and bLuilding is owned bv the co-operative andl its members have occupancy r ighits of apartment occupied by tlem. Sale and1 purchase of SUCI Linits can take place onl with the consenit of thie society TI l1s is a comImii1on0 form of tenure in Mumbai's apar-tml1en1t buildings anld IS WidelyV understoodl Applictble Worl'l B3tllk Policies 12. Giveni that N/I UTP has been d*eveloped withi thle inientioni of miobilizinig fnianicial resouices ftromil the World Baik, project preparation hlas IncludIed a num-lber ol stuLdies andl assessments which have-sought to adcliess andL m1eet tlie iqetuirlilelits of the WorldL Bank's environimilental andd social policies, ofteni refel redL as the Isafeguard' policies. The next paragraphis provide a surnimar overview of h1ow these guidlelines hiave been consideried EnvxionmiiienLtal AssessmenL (01' 4.01) 13 In the context ol the Bank's Operational Policy (OP) 4.01 on Environmental Assessment, N'IUTP hias been classified as category A" project, laigel on lthe basis of the large number of people reqluiring resettlemenit andl r eliabilitation. Because ol the large-scale resettlement and the triggering of more tliain one safeguar d policy the project is also classified as "SI" in terms of safegUaidLI i9sues A consolidatketd LEA incltuding SEA hlas been prepared thiat provides the framework for prepaLing sub- project specific EA antd EMI's mi compliance with the World Bank policy Cultural Piopertv (01P 4.11)' 14 Thle United Nations tei ni "cullural property" includes site2s hiaving archeolog,ical (prellistol Ic), paleontological, historical, relilglous, and unLiLue natuL al valuies Cultural propertv, therefore, encompasses bothi remains lelt b) previous humLIa inihiabitants (foi example, mlidclens, slrinles, ancl battlegrouLInds) anid Unique nat-uial enIvironmenItal featUres sucIh as canyons andt water-falls The World Bank's geniel al policv regardiLing cultuiral properties is to assist in their p reseivation, andL to seek to avoi thleir- eliminaition LRNi iNDI\ IONMMRIiIN\, \[ 'I;/IA&IMi'"1 Vi N, Nit \11\ A-6 15. llumrbai vith its Ihistory of neai 1! Lhi ee hundred years is richi In cultur,al properUV paII tiCUlarly in tile frri of bLilt heritage GON/I and NICGNl arecIcutclv aware of the nleedL to conseive such hieritage GOMi in 1995 wviLh tht-e involvenienlL of NGOs listedl ovei 600 bull-ilings anL pi ecincts as of heritage signilicance DCR 67 governs Lhe development of thiese listed buLildings and piecinicts GONMI hias also constitutedl a Heri-tage Conser vation CommitLee in 1995 to adivise tlle M/luni. CIpal CommissionLi regaiding development per missioni to be granLedl in case of lisLed bullilings and pr ecincts. No d1evelopmenit permission can be grantedL of the listed buildilIgs oi Within tlle Precincts wltIhut the consent of tli' 1-leritage Committee. 16 Dulirig le execuLLio of vvoi ks, if a "chance find " of arciaeological significance OCCUrIS, tile cont11ract I ecLuIR les the conLractor to I teIfo- nlle emplolei andl stop uil tllelr Work Employei wVIll In tuI 1n infol III thle state Aichaecology Depar tmllenlt for furtlhei investigationi. 17. The only cultural properties tliiat are dii ectly affected by tile suLb piolects aie small places Of worship established by thIcommunity lo-\f scLLjuatters withiLn thIe I ih1ltof \ay. These hiave been created by tIle alffecet communilties for tleiil oW1 n use SucI places ol \V'orsiIp dIo not possess an! IisLoi ical or aichi1tecCural sigific 111e d may not thi efloi e sti ictlv qualify to be tr eatedl as cultual pi operly. Nevertheless tliev are Ltreatedl as an integr al part of preparation of RIPs. The places of wvoi shlip andl othier COlIlImUliltV assets are iLletililledt diurinig the BSES Thleir ieliabilitation is being implemilenlted as a part of tihe R & R process in conisultation with the communi1tV. TI'he imipact on1 these propel ties and thle manniiei in whl-ich suclh imnpacts can be ideentified can be classifiecd in tlihree categor ies Firstly the buildilnlgs th are only partially affectedl can be helped to add eqLuivalenL area elsewhiiere adjacent to tlie bullCling. Secontdly structures that are fully affected by the righit of way but are pationizecl by the commuLilt tLhat is iiot affectedt by the p roJeCt COLIL e ieLit outsidte the righit of waay In consullationi wvitli the comm11unityl and with assistance ol lhe NGO. In some cases the enitrance to the structule couldL be ieorienLed to ensuLe safety of tlhe dLevotees visiting the place. Thirdly tihe aflectedl srLuctuLes thIat patronized by the communiLy beinig resettled couldl be telocatedL In consulltation with the communlity In addition, tIle commli11un_ity may agie c to forego some places withll-out inlSIStlllg pnOI their resettlement Natural 11abitat (OP 4.04): 18. Natiiril halylils aie defined as landl andL wvater areag whei e (i) the ecosystemis biological comm1il1un1itles ai e formedl largely by native plant andi anim11ial speCIes, and (11) hlLinaal activity has niot essentiallY Modified the araeas pi initny ecologalC functiois. All natui al habitats have importalt biological, social, econolilic, anId existence value Importanit natuial habitats ma) OCCcIu in lropical humliid, drv, andl cloudL foiests, temperate and1 boreal foiests; t\lediterranean-tvpe silrub lanIs, nattlial ai it ai6d semi-ariit lancts; mangrove swamrips, coastal maishes, antd otlier hRNI IH NINIR /\ I I \A I R Iursr/i A\ & I NMi I N. V I L\R i \I A -7 wetlands; estluaies; sea grass beds; coial reefs; freshlwater lakes an d rivers; alpine andt sub alpime enivitonimlentLs, including het b fields, grasslailds, and pai a mos, and tropical andt tempeiz te grasslands CIl-1ical lliltiill 111t1C, mis Idide existing protected areas and areas officially proposecl by govei nimlents as protected areas (e g , reseives thLat meet the critei ia of tihe Worlld Conseivation UniooL [IUCN] classificationis I e Strict Nature Reserve/W1dilerniess Area protected area mariinaged for science or wilderness pioLection; Il-Nationial Park: protected1 area maniaged mainly for ecosystem protectioni andl recieation; lII-NatuL al M/1on1ument. piotected area managed mainly foi conseivation of specific natulal featules; 1\- HabiLat/Species Management Area pi otecled area managed mainlyt for consei vation lt roi. 1gh management interventiLo; V-ProLecLed Landlscap e/Seascape protectecd area maniagecd mainly for lanLdscape/seascape conseivatioll and recreation, and \J I-Managed Resource P'rotected Area: protected area managed mainil for thle sustainable use ol natural ecosystems 'I'he conservation of natuiralI hiabitats, like otlie measui es that protecl and enihanice the environimenit, is essential for long-ter m sustainable dlevelopmienit. The Bank thereforee supports thle protection, maiintenanice, andl rehabilitatLioi of na iial Ial habitats andl tlleir fuLctiCons in its economic and sector work, project finianicinig, and policy dtialogue. The Bank suppoits, and expects boriowers to apply, a precaUillonal)' apploach to naLural iesource management to elIsuLe opporlunities for environment,ally sustainlIe develop mien t 19. Fromi this peispective one of Mulnbai's notable naturlal hiabitat is limited Lto the '103 sq.km National Park at Borivah, whliclh is located in the northlier n part of tlie penilnSula betwVuen the two I ail cortidors The National Park is piolecedl linderi the Indian Foiest Act Nonie of the sub-projects passes tlhroughi the National Park. The othiei impoi tant Natuial H-labitat is the coasLal wetlanids in the eastein anid wveslei n suburibs andl along tihe Vasai creek These are protected by tlle Coastal Regulation Zone (CRZ) Notificationi of 19 Februaly 1991 InvolunLary ResettlemlleniL (OD 4.3() 20. The Operationial Directive 4.30 describes Bank policy and procedur es on involuLIntary riesettlemiienit, as well as the conditions that borroweirs ate expected to meet in operationis involving imvolu ntatry resettlemenit. Planninilg and finanicinig resettlemenit of projects are an integral part of preparationi foir piojects that cause involuntary displacemilenit l\lUTP will require resettlemenlt of about 19000 11ouseholds (68000 piersonis) The Woi Id Bank Policy on InvolunItarv Resettlement is thierefoie applicable to the pioject In compliance withi to this policy anl R & R Policv has been prepared aIlnL adopted by GOM foil MUTP RAP provitIng Lhe ovei'all fi amevvork of policy, entitlemenits, con1sulLative piocesses, grievance ieclressal i mechianiisnm, compollellt costs andl iionitoi ing and evaluation imechalias has alreadly been pr epaied. Sub-project specific R1Ps are being prepaled. ERNI l\'I NINIRILA II\1 \1 1\1 Il)RI/I ,\ &. I NI['( I IVIR, NII %I x\1 A-8 Indigenous People (OD 4.20) 21. This operational directive dlescrilbes K3ank policies antd piocessing pIoCeCdLI-es for projects that affect Indidgenlous peoples It sets oult basic defililLiolns, policy ob)ectives, alrid guidCelI1nes fol the dLeslgig anicd imiplemientaLioni of project plroVisIOlos or componienits for indilgenlous peoples. The terimis 'indigenous peoples," "inldigelnOuS etilhliC milinoities," "Lribal grolLIps," andLl "schedUleld tri-ibes" describe social groups with a social and cultural identit)ly distinct from the dominii1anit society that makes them vulnerable to being disaqvanitaged1 in thle developmenit process Foor the purposes of this directive, "inidigenlous peoples" is the term thiat wvill be used1 to r efer to thlese groups. Indligenous peoples can be ildentifiecd in par-Licular geographiical aieas by the p resenice in varying degrees of the follow"ing characterisLics. (a) a close attachimient to anicestral tei iLories and to tlie natural resources In these aieas, (b) self-identification and idtlenltification by othiers as membeis of a tlistinict culLural gi oup; (c) an indigenous language, oftel differenl from lthe nationial language;(d) presence of customary social andl political inlstiLtution1s, anid (e) primly,111 subsistenice-orliented p r0oduLction 22. About I '1, of lihe PA-Fl[ of NMIUTP b' elong, Lo thIe ScIeIuledLLI FT bhs A field-based revieQW was uLndeLtiaken to determine II these I'AI--s wIeie sulJecL lo applicaLion ol this Policy sinice they imighit hiave originially belonged to tribal comimuniies In thle distant past. As of nowv they are integiatecl wilit tie city life an1d do nolt have tlihei traditional habitat or follov traditioLial wavs of life More pai ticularly, (a) tliey nio longei have close atLachmiienilt to ancestral territories; (b) tihe)' do niot icdenify themselves or are iLlentiifiedl by others as diStilct cultural gl oup; (c) they dLo not speak an indligelLous languiage; andl (cI) lhey no lollger belolng lo customalry social andl political institutiois. There is also a genieral reluctance to reveal the caste oi tribe particularly pyron1oulIceeC 'when clata is to be kept in public domain It was cletei milledl by the review that the social impact of tihe proj ect on sucIh people Is tiherefore similai to lihat on otlihe PAI-Is and LILus tile policy dIOces nIot apply No separate fnidigellous P'eoples Developmenlt P'lan (IPDP) hias tlieireore bee pi eparecl. Other Safeguard Policies 23. Worldl Bank has othier safeguard policies dealing with Pest Manageienlt, rorestly, Safety of Dams andl Projects in IinLerinationial Waterways or in DispuLted Areas These are however not applicable to MlUI'P L-RNI I''lI NINI ,)A 11\\i Imi R \I1/l, A & Wi i .NIt A-9 I I I AAnnlex B I Strip Plan Maps of the JVLR I Project Corridor Majwaas Nallah Pratap Nagar s ailp ents, PrLatp Nagar aetmeNts e Pratap Nagar saUkn-ts Pratap Nagar stdnhf Sanput Nagar stla,zft5 WV Ot edBre essln Sargmt Nagar settlerments ~~~~~Farday land Barzn wwte land Barrc wat land Majaswadi dqxct _ Green Wid scLdy e Punjabi dawl High-rise r,uideftid buidtngs Saput Nagar sements Larg aleawn Barren waste Land Kmf Ammhi studio State Gmanment Nuray Auto Ganaes Z JiVr Propose-d Mahaka Cves road bndge Steep dowmDard slope kiards east 0 Opcnsp~~~~~~Maoai Club I Barrenf wasteland p - ab Cu Hamn~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Tg rise kd HdUy and barrn area Residential are M,onba .ERM Irna Prttua Lanited Mu Metrpitan Region Developmet Autority RaidentiAmi s\ruchares ~ A~CIeJ re wor.p EVEWMP Repor ean IVIR Proet _ Ship Plan maps ofVLR poect -andor D1 B, 9, k RC 0 51 51 Deb: so lDV.. I IX Dft Z. JF {ll~~~~~~~~~~~~~~~~an wat ln BSES Inatitute D wstL r ~~~~~~ ~Bamn mate land // / // / 8__________________________ C7wen s,ace Aareq y ubt y area i_ e lifirdi for ow';env ah'n, ph ilattion Iropoi SpEPZ7=yoter forlhon. z SEEPZ roatlvncuon Aarcy colony area i Witfiedfir debris dsposa* SEEPZ road SEEPZ Barmn ashe land Baren wask W_d Industrial ayea Barren waste land- BDan waste land 3; WIL Factory M AhimdNagarstulms#¢ \\ Milind Nagar slums Mtlindl Nagar slums 0 g NW d. loe iniside L&Tfuictory under construction Barmn waste kwgnd ;tYltss \\X5, * Milind Naaar S L&T Factory OffaG of the Indian regiastefor Sh*nppig Barren waste land Psuzeti 14ike Maritime training Institute Income ta residenht, cobny AutomobileGcaragea Hindu em"pLe coast Guard affirem rmdnmh l atny ERM India Private Limited Mumbai Metropolitan Region DemIpmnt Authorfb Hiranandani Garns EA/EMP Report on MLR Project Residenmialstructuesm Affected rebigoufwordslp places Strip Plan maps ofJvLRprject dor '>'~~~~ I t 1-' 1 .~~~~~~~~~ Po7ai L4ke -T Residential area _ Only 4-lane is aailUablefor traffic moTiemt Dense Commerci area Dear Cm area Deim Co,nmercal are, Dense Cminerdcal area Hindu temple Panch d utir ra t area IT Ennce Ga1e#l IJT Eiternce Gabe2 Only 4-lane is avableJor traic mnouent Dense Commercial anr Pane utir maket arca Dense Conmercl area Hnhj Vertical i I~ ~2~) India Nanj Civiyian Housing Complex 4 i 1 ~~~~Holy TrinitChurch X S I * ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~Verticaildrmhill(depth -1520tn) Gurudwam ra 7"t area Slumn residentu arca MrnnJai Mpbv ulfzmRgon DevdpbentAudwiy PM- EA/EMP Report an IVLR Project Residentialtstmrumhc A"c b 2 T5 l WrDIAN Qx:msTsq / (0>201} @10 T CO 20AO I W I g a : F 0 AS W1 0001 2611 19. 1001 0AA. 11l6C00 4 2 DY TNtA C 000100 #3 .0160 066307400000 115 0[7~~~~~~~~~~~~5 ~ ~ T SEE7. V - 000 006946 00660 6440L a r 6616,014-640 46/66,6 ~ I I 04006/70060 ~9I -m0 01 2 e=10 04 6 In UEDIAN~~~~~~~~~~~~T OEAI BE SPU LEVEL ltEDIAN ATAI AT ...I LEEKRADG'TE II~~~~~~~~~~~~~~~~~~~~~~~~~~~~A PAER1160-A IS lAW US a 110010 00 VWT PS/ (UP TO 60Cmm^ CARRtAGE'rVAYS (GREAtER THAN 60Omm) CARRIAGFisAYS EEDDING DETAIL ~ ~ ~ ~ ~ ~ 5260110 60104.. 71 00A16 6(70* BARRIER KERB MOUNTABLE KERB 6610 WERE 10E0.LL DETAIL 'A' DETAIL 'B 1061 11176 7 6 E0*E007. AS ¶1OL.0 -20 . 1 (TYKE A A,3 PEF' -6 -7 - 661aT" 6 1111 Vl WA 00 0- 001 4 =96 Al R0 FIGVRE L'7 -TYPICAL CROSS SECTION OF *100 IN Cl-0N1 PER 1610A 0 0C- ED00=060IA A .CA.000AAA6T 1160 IWC"W 01016 C000lfl6 601DL...r. 1004011 WOCAIID 00 6016 0/6 0006600 /640 TA A. cr.- Mt,Aunts 160 51 -l 0007~~~~~~~~~~~G .m 0 7*010111711 MEDIAN DETAIL AT SPLIT LEVEL MEDIAN DETAIL AT SPLIT LEVEL KERS AND GUTTER (UP TO 600mm) CARRIAGEWAYS (GREATER THAN 600mm) CARRIAGE'AAYS BEDDING DETAIL FIGURE 1-3 -TYPICAL CROSS SECTION OF ROAD IN CUJTTING r or s-' - Illat~~~~~cm MCItot _~~~~~~~~500 atoo~ cAiilIt 25~ 1woo I - tat. o i m-@ 11 UE"f-0 OTS S---'__i SC usu -------------- aIsO \00 50bo I~~~~~~~~~~~~~~~~~~252 I. 00000 ums0 - WL 02.0, L oRce sat ID E R;lO TO 111 D~~~~~~~~~~~~~~~~~~~~~~~~~~ORsE 70~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~ ~~~~~~~~~~~~~~~~~~~~~~n SO- RE, 4O E z N f, TYPICALCROSS-SE RIER T AND AA TYPICAL ROAD CROSS-SECTON OF 6MAIN CARRIAGEWAY FOR SECTON 1 (WITHOUT FooTPATH) T/ rwe~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~&t 0n0ss10 -.l. 5-R 0. ¢cw roU .arE *R:S 55aC WO nOr 1 50.150 05.01) / 0-25 1r55b5'C ' tfin22 a l il, wL ^~~~~~~0D PE051 )21 1 t2051= 1 12s cOnt 1 1 t ;. I B .El &Z*. (,~~~~~ l CWE_ IsoosO 1105.1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.- DETAIL A' DETAIL B' DETAIL 'C' (1005~ .0) o t DETAILDD ETAI tsa L FIGURE 12 -TYPICAL CROSS SECTION OF tOAD IN EMBANKMENT AP RAF 25 Rl-I -T CRRCEVAr (CLEA_R) BlARRIER -SDP 2.5 WE| N COAT G C~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~RI< SPU _S SHOOULE EJSTIINC CCRRIAWEWAT SHYU CRA551NC 2 UCHTISC FOUE R, P -SIJRFACE To BE REMOVETD _____ IS 65 RSHOV~~~~~~~~~~~~~ WWMANED WHERE DIRECTEDAH) l DMEDU UIALEMATERAI TYPICAL ROAD CROSS-SECTION OF MAIN CARRIAGEWAY IN FRONT OF SEEPZ JUNCTION NOTES. I AL DIENSDONS ARE IN MtLMETERS UNxLS STATED OTHE 2. THE CARRLRCEWAY CROS$FALL, OF >5X SHON CS FOID gOR,,D SCRQSS-SECTON CROSSFALL VARIFS FOR SUF'ERELEVATED CRDS- SC1ION AS SHOWN ON ROAD CROSS-SECTION DRAW=DS' . FODR CONCRLETE PAVOAER7 JOiNT OETA.S SE SrAND Rp DD-I01 AND OD- 0Z. 4 llUIY SEVICES RELOCATIONS ARE To BE UNOER THE FoP,pH OR BEYOND THE FOO>AT FIGURE L4 -TYPICAL CROSS SECTION OF ROAD AT SEEPZ JUNCTION I i .o L _0 7o -- FOOTP--- CILEAR CRIAR `EWAY I F1CTPATH ANT] CRASIF j 1 ARR.ER _A~RA G liNENF !G :DAT SLCFE 2~% SLOPE_20 ~ II - __ _ t _ ,,ER rcp OF MECIAN ' PrCPCSED RCAC) SURFACE F0.,T:NG CROSS SECTION OF BRIDGE PROPOSED VEHICULAR BRIDGE NEAR MAHAKALI CAVES AT JOGESHWARI-VIKI ARDLi LINK ROAD. DRG.NO.971 18/BS(SK-002 ERM India Private Limited Project Preparation of EA/EMP report for JVLR project Client Mumbai Metropolitan Region Development Authority Source: Detailed Project Report on JVLR project, December, 2001, Title Proposed c/s details of SEEPZ flyover ER M ____ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ ___ Fisgure: A nnex c EC ^F JAR r - 252909 1,2^500 >'cn _ c2it 0 , seL 2500 sco_ , RCPCSE, A-131AN sco _- i ns I , 12e, ____ _, __ '18C5 , [ D'CPOSED A0C5J-ICN ' C _s AC0I72N i'ECO _.C, Z:AS i'PIE ' 'L,N I FOL-NDING LE VEL' :CCLNCING LE .EL PROPOSED AODI-t ICN _ _ EXISTING BRi0OE PROPOSED CADITION CROSS SECTION .::=PORTION OF WS71NG BRiNEt .O -' ^-'NTi- TYP CROSS SECTION SHOWING WNIDENING SCHEIMIE FOR EXISTING MINOR BRIDGES AT JOGESHWARI - VIKHAROLI LINK ROAD ORG NO 9?- iOS(SK*OO ERM India Private Limited Project Preparation of EA/EMP report for JVLR project Client Mumbai Metropolitan Region Development Authority - Source: Detailed Project Report on JVLR project, December, 2001, Title Proposed c/s detalls of SEEPZ flyover Figure: Annex C Construction Program 2002 2003 2004 ID Task Name I S I | N I D J F I M |A M |J I JI A I S O N D J F M A |M I J I J I A I S I O _ I jMoisatonii_ 2 Establish Site Office. Laboratory, etc I - jii I __ __j_t__! ____M 3 IS,-rng .,n 6 Confirmator Bor _t____ r___ -_ _____ I 4 o enroliticr and Cleanmg _i3 *--t=_- '- S Set re(Saa ar. | ec 3y,,ver.! -Cehstructon Acttitttes ot JVLR Section1 I , 1Fi-i 6 Culvert wcrks -_ ' 1 . I,| II NI MS-1 NI NIS-S I * . railisay I a-1 (IllS 1 i f(roa raMd edlg.) Nr I VI I-Wil I ()DWl 3 ol fron- wad edge) NSlI-loriaag Dale 7/2/1)02 7/2/2002 I pine Nois, I oil (dll) Noise I e"e (dII)A )IIrly Ireq -,[ ,ri'en lr1inlle lIlry I eq H,rI nPi-- Pernidl Pen enie 50 90 98 50 90 98 II..\ (6 60 4 681 81) 2 82 1 66 2 72 4 83 ) 88 3 7 615 69 4 8 72 3 75 I 9 735 786 II) 77 4 79 5 ii 792 813 12 81 5 82 5 13 82 3 84 6 II 83 1 867 S 82 5 88 4 16 82 1 9(1 1 7 81 6 88 1 Is 81 2 85 2 19 798 816 20) 815 83 2 21 80 2 827 \ilght 22 762 1184 5i8 7(1) 812 6338 70 7 798 23 (7 1 79 2 21 61) 5 765 ;5 4 72 1 2 425 689 3 40)3 64 1 4 155 617 56)1 658 La) DIav 80 1 84 8 I i'iq Night 72 3 77 3 I *-I Diy & l,.I 81.1 85 9 Night I Classified Traffic Volume Survey Location: IIT campus near LBS Marg Date of Sampling: 8/2/2002 Dail traffic volume, numbers Time Two 'lIree Four Heavy Vehicles Wheelers Wheelers Wheelers Light iBus Trucks & Tempo 08 00 - 09 00 386 594 627 140 340 09 00 - 10.00 524 698 847 152 372 10 00 - 11 00 645 846 1051 160 390 X X00 - 12 00 766 1085 1240 210 542 12 00 - 13 00 948 1564 1749 290 658 13 00 - 14 00 640 1145 1342 241 580 14 00 - 15.00 685 1089 1269 224 526 15 00 - 1600 729 1148 1146 196 511 16 00 - 17 00 850 1346 1289 220 598 17 00 - 18 00 967 1546 1484 269 645 I S00 - 19 00 1240 1642 1764 286 574 1900 - 20.00 1311 1648 1786 271 580 20 00 - 21.00 1204 1581 1772 240 417 21 00 - 22 00 941 1 071 1246 210 397 '2 00 - 23 00 548 756 951 180 310 23 00 - 00 00 469 524 629 160 280 00 00 - 01 00 261 316 408 124 210 0100 - 0200 148 169 210 98 104 02 00 - 03 00 80 92 140 27 74 03 00 - 04 00 41 49 75 20 80 04 00 - 05 00 60 75 98 45 98 05 00 - 06 00 110 165 147 82 11( 06 00 - 07 0D 178 240 187 112 200 07 00 - 08 00 260 416 354 124 269 otal dalIx volume 14021 19805 21811 4081 8865 Notc Two 1Wh'LCIis Scooter, Motor1 Biket Tbilet I'VIceclels Auilos 4 MiVIeclets Liglit Jeep, MiI biIs, M11l(oI0, Ca7 H1-eavy VeIt CIeC Buis, 7-Timiks, Temp/IIo Classified Traffic Volutmie Survey Location: SEEPZ junlctiotn; Traffic coutnt on JVLR Date of Sampling: 6/2/2002 Dail traffic volume, numbers Time Two Three Four Heavy Vehicles Wheelers Wheelers Wheelers Light Bus Trucks & Tempo 08 00 - 09 00 186 217 241 85 140 0900 - 10 0( 216 241 309 97 151 1000 - 1100 241 326 318 101 163 1100 - 12.00 270 448 457 93 182 12 00 - 13 00 370 504 619 113 230 13 00 - 14 00 264 455 498 99 221 14(0 - 1500 291 419 480 94 214 15 00 - 16 00 324 411 457 85 226 16 00 - 17 00 385 475 463 92 238 1700 - 1800 403 532 501 100 247 1800 - 1900 497 602 652 107 186 19 00 - 20 00 533 617 675 116 202 20 00 - 21.00 487 526 629 99 169 21 00 - 22 00 324 401 419 85 145 2200 - 23 00 252 300 318 66 132 2300 - 0000 163 140 186 54 116 00 00 - 01 00 109 116 132 45 106 01 00 - 02 00 62 47 85 31 97 02 00 - 03 00 29 38 62 14 113 03 00 - 04 00 12 29 56 12 99 04 00 -05 00 38 53 70 35 136 05 00 - 06 00 76 85 97 62 124 06 00 - 07 00 116 138 152 75 143 07 00 - 0800 147 192 163 81 110 Tlotal dailk,' tafflic 5795 7312 8039 1841 3890 Notc Tioo WhVeltCI s Scoo te , Motfor Btk ( TlilC Ve Micele, s Aoulos 4 IA/heele,s Liglit /eep, MIvui bu1s, MAlatttulou; Cau 1-levio/ Vehicles Bl/s, Trucks, 7I CIIp70 Classified Traffic Volume Survey Location: SEEPZ junction; Traffic count on SEEPZ road Date of Sampling: 6/2/2002 No. of Vehicles Time Two Three Four Heavy Vehicles Wheelers Wheelers Wheelers Light Bus Trucks & Tempo 0800 - 09.00 54 65 69 12 40 09 00 - 10 00 62 79 89 13 43 1000 - 11.00 69 49 92 14 47 1100 - 12.00 78 192 132 13 53 12(00 - 1300 159 154 179 16 66 13 00 - 14 00 98 121 143 14 64 1400 - 1500 106 151 138 13 62 15 00 - 16 00 94 126 132 12 65 16 00 - 17 00 111 148 134 13 68 17 00 - 18 00 116 103 144 14 71 1800 - 19.00 143 185 188 15 54 19 00 - 20 00 154 -185 194 16 58 20 00 - 2100 - 140 157 181 14 49 2100 - 22 00 98 145 121 12 42 22 00 - 23 00 73 97 92 9 38 23 00 - 00 00 47 62 54 8 34 00 00 - 01 00 31 45 38 6 30 01 00 - 02 00 18 43 25 4 28 02 00 - 03 00 9 31 18 2 32 03 00 - 04 00 3 15 16 2 28 04 00 - 05 00 I I 25 20 5 39 05 00 - 06 00 22 21 28 9 36 06 00 - 07 00 33 35 44 10 41 07 00 - 08 00 43 45 47 1 1 32 Total daily' volome 1772 2279 2317 257 1120 Note Tim 1eI'cle, s Scooter, Motor Bike( Thice I5eLe,S Aulos, 4 W'VhecI ers Liglht lee7, Mill, hi is, M,,itao,1,; CG I-leao/ Veh1ele s Bi,,, Trucls, TemI1po Annex E Projected Air Quality along JVLR El PROJECT ED All? QLALITY The an Luality projections (predicti0ons) have been carried oult for polluLanlts like CO, NOx, 5PNl anlLd PN/11(j. Tlhe CO anit NOx levels prdjections in ambient aii have been can- ied oult Using tihe air LlUality model CALINLE developed by Califorinia Departimienil ofl'transportation, while for SPM and PMI1 0, the projecthoins are based on simple Rollback model The CALINE3 modLel is based oni Gaussian diffusioni equation and uses mixinig zone conicept to ciaiacteiise pollutant dispeision over tihe roadway Thle tmodiel hias beeni extensivelv tested for its precictive capability for traffic related ar qIuality imlpacts. Given tlle source stiengt1, meteorology, site geonietry andl site chaaracteristics, the maocdel can reliablI predict p0ollu ta lt concenitiationis for leceptors fromii within 500 m of thie roadWaV, tlle mlost impor tanit regioni for estimating the impacts of road pi oject due to low elevation emilssions 'I'lhe impact on air Cluality withi respect to CO and NOx due to the pr oposedl JVLR project have been worked out both foi "No Butid" and "Bui3.ld" scenai ios. I'le projectionis for CO hiave been ascei tained foi an averaging tilme of 60 minutes cor r espondilng to I hiourly standLardL fol CO uISilng peak hourly traffic. Wlhile for NO\, prescribedl corresponlLilnlg standard of 24 11oui'ly average lhas been considered as the basis usinig hiourly average traffic dlata The JV LR is pioposed to coImlprise of 3+3 dividedl carriageWay which wIouldl be initiated Im the vear 2003 aned completed In the year 2004 With thlis backgroulid, the year 2002 has beeni considiered as "No Build" sceniario, wvlile years 2004 and 2011 have been considered as "1Build" scenarios. T'ie carriageway of the JVLR for No Build Scenario is 2 lane Iodbl (except for tile imiddle sectioni covering LBS MNarg locationi, whiichi is alrealdy 6 lane) lhavinig 3.5 mn of black top and shoulders of 2.5 m on1 eithier sidle of tile centrelilne makinig the iclad to be of '12 nm vidti. For the BuilId scenlario the J\ILR is proposed to be ol' 6 (3+3) iane divided caririagevx'ay wvith l().5 in of black top and 2.5 rn of shoulders on eitheli sicte andcl the canl iagewavs separated by a median of 1.2 Im. The necepLois have been chosen to accounL fLu its location with respect to diistan1ce from the centrelinie of the car r iageway with adjusted diistanices fromii the edge of tlie road. The peak and average 24 lhourly traffic values consildered for pi edctin1g thle AAQ durinlg years "No Butild" and Buiild1 scenarios lhave been presented In Tbh'b1es E-1 a & b1. Tlle peak hiouily tiaffic volumIles for thiese categories of veliicles as giveni in J\LR Iepont of AIC Watson andL tiaffic data collected Lby ERM dILI 1ng Februaiy 2002. The locations for- whiiclh inict-emelltal projections of aii' quality wrt CO ilIcludies Jogeslhwai i near Wlesterin Express -lighiwav, SEEPZ Road on JVLR, L&T (near Saki Viliar Road), LB3S M/laig and near Eastern Expiess l-Highway. 'I'he traffic volume foi' the vear 2004 and 2011 iVele obtained Using an alnllual traffic growth factoI of 7 5%. Thle soUI ce emission levels for CO wvere estimated for vehicles of Cal.e0ories TIrLucks/ BuIses, LCVs/Cais, Tvvo-) ancld lhiee-vviheeleis Table E-ia Peaik Hoiurly Traffic Pr o jection Sl. Location Year Vehicles No. Twvo Wheeler TIhiee Wheelei Catl/Faxi/Jeep Bus/I tuck/I emipo TIola Old New Tota Old New TIota Old Newv I ota Old New 1 Jogeshwari 2U02 483 418 65 665 576 90 715 512 203 794 687 lU7 (Westerln 2004 558 418 140 769 576 193 826 512 314 918 687 231 Sectioli) 2011 926 0 926 1276 0 1276 1370 0 1370 1523 0 1523 2 SEEPZ 2002 506 438 68 582 504 78 652 467 185 293 254 39 JcIIICtioll 2004 585 438 147 673 504 169 753 467 286 339 254 85 2011 970 0 970 1116 0 1116 1250 0 918 562 (1 562 3 L&TJunchIon$ 2002 359 311 48 406 351 55 464 332 132 224 194 3(0 2004 415 311 104 469 351 118 536 332 204 259 194 65 2011 688 0 688 778 0 778 890 0 890 429 0 429 4 LBS Maig 2002 1261 1091 170 1624 1405 219 1774 1271 503 790 684 106 2004 1457 1091 366 1877 1405 471 2050 1271 779 913 684 22') 2011 2599 0 2599 3347 0 3347 3656 0 3656 1628 0 1628 5 JVILR laslein 2002 398 344 54 344 298 46 1672 1197 474 114 99 15 sectwoll 2004 460 344 115 398 298 100 1932 1197 734 132 99 33 2011 763 0 763 660 0 660 3205 0 3205 218 0 218 Iu,n ito /tll'n'iil app/n i/h' ciiuiti/ nn t ' in1ft aid 1'i/n t1> t(I ' c ic 'l/ s bc/oil and II/it.) Hic 11c n 2000 S /',i/li lIt L &1; = I ial/li at SEII/z'7 anVI.R -VS/RPZinlao, to 1WVL.R Ttable E-I b Averatige 1Hourly I'Traffic P lro ectius Si. Location Year Vehicles No. Io Wlheele 'Ilhiee Wleelei Cai/Faxi/jeep BusfiILIck/I ellpot I'ota Old New ITota Old New I ota Old Newv ilota Old/ New I I I Jogeshwvari 2002 199 172 27 368 318 50 299 214 85 376 325 5I (Westelrn 2004 230 172 58 425 318 1(07 346 214 131 435 325 1M19 Sectioni) 2011 382 0 382 706 0 706 573 0 573 721 () 721 2 SEEI'Z 2002 241 209 32 305 264 41 335 240 95 239 207 32 Junction 2004 279 209 70 352 264 89 387 240 147 276 207 69 2011 462 0 462 585 0 585 642 0 642 458 0 458 3 L&Tjunction$ 2002 167 145 22 210 182 28 238 170 68 181 157 24 2004 193 145 48 243 182 61 275 170 105 209 157 53 2011 320 0 320 403 0 403 456 0 456 347 0 347 4 ILBS Marg 2002 584 505 79 825 714 III 909 651 258 539) 466 73 2004 675 505 170 953 714 239 1050 651 399 623 466 156 2011 1120 0 1120 1582 0 1582 1743 0 1743 1033 0 1033 5 JVLR Eastern 2002 227 196 31 196 169 26 954 683 271 334 289 45 section 2004 262 196 66 226 169 57 1102 683 419 386 289 97 2011 435 0 435 375 0 375 1828 0 1828 641 0 641 'As tic 7,° gl 7on'tw i /tlac /'o i 'r ctii I c/ass of, lct'/iie/s 771t, olili i7t, nt' vt/tIt'S iit 111 IIls//ils Ac n (lZilt to 1!(, I{£1l1 diffi'll-lifIRWI. /01} Pica' t' l o111li/t 17'11' 's I 1'7, m1ilt I( s ', /, hilow ,{/t,l IIIl M 1/1, 1/'11 7/)() S 7'b//i( /. LT = hit/ni( tit SEEPZ Otl IVLR - SEEPZ in//tlt' lo 1V/, LRNII I\t,i' NINIKI'O I\ ii, \1 1 'til''l.ll / A tt Ki, 't [VI I NIt \11t;\ E-2 El.1.1 EmiissionsfJrom Vehlicles Ihe extenlt of impact oni ail LlLaliLt, at any giveL- Lim e, mainly depend ild ponI tlhe iate Of Veh11CUlai em111issioI within a givenl stietch of the load anldL pe\Valllng nieteotiological conditions. As pei the IndIlian liistiLute of letroleum (lIP), emissioni standlarids applicable for Ilidiani vehlicles, all vehliCkles mallUfactuiCed aftei the vear 2000 have lo comply with the year 2000 stanldards while tILe oldel vehlicles are reCquired to comply with 1996 sLandaids (except in Delihi) Foi the p uipose of modelling, it is considereed that a mix of old andl new vehicles pIv on JVLR compIling withi 1996 (old) andl 2000 (newv) emission sLaltLalnais TIhle numILber of old anld new types of vehicles wvere ascertained Using 7 5% as the gi o\wtlih factor for all tvpe of vehiccles A longer timile hl0orizon hias nioL been consllidered because of uncertainty in ascertainillg thle emissioll factors for various categori-es of velhicles beyond lihe veai 201 1 dlue to, piobable changes in tCech0ology andl fuel use [he emission' stanlLdardLs selected for tile mocdllinig aie based On undlerstallndillln that durills the veal 2011 vehiicles comilplying witli 1996 emissioni stanldards will be over 15 veai s older in tlhe vear 2011 anid will not be allowed lo ply on roads. Tlerefoi e, in the veai s 2002 andl 2004, tilei e will be a mix of old and new vehicles while Cdurling thle yeai 2011 thlere wiJl be Only nee veliicles plyin g on the JVLR Thle emissioni factois considLeledL for the p1ojecLed air qluality predi2cilons are presented in Taible E-2. T atble E-2 Emiiissioni Ftictors in giiVki;/Vehicle' Vehlicle T\ pe CG I bon Nitiogen O\ide (NOq NIoonoxide(CO) 1996 2001 1996 2001 2- WVIheelci 4 50 2 ()( I 58 ( 658 3- Wheelei 6 75 4 00 2 37 (I 658 Cal /Taxi/jeep 8 68 2 72 1 32 0(427 TIuck/13us 9 00 3 62 3 2 1 78 *TIC aIbovt'e ellllSIsloII Cfiicto l e inltt ilelTi td by 1 6 to get IhlwSc lit (Is Ini g/1Ill( /ot1, IlIC illlod ,,,ig E.1.1.2 Meteorological Data Considered for Modellinig To accouLL for the effect of tile ciurnal variations in the moidel inputs (vehilcular emissionis and meteorological conditiois), the averaging time for modLel predictions hias been restricted to 60 minuu.tes hlie aveiaging timie is so selected because the pinmarv imieteoirological facLors that Influenice the air quality pi edictiolIs i e. Wind speeds and directions dIO not remiiaini steadv loi loniger time periods. For ail qlualltV w,%rt CO, avei'aginig time of 60 miniutes has been COn1SidelrCed COI r espondlinlg to its one hIoully standlardL using peak h1ourly tiraffiC data InpuLts 1RNI l\i) 1\1elx N 1Ri\ I ' lu. Ri iXM.vi/i,\ & blM'rAl-l 1;, NL\lr E3 E-3 as gilen in Table it E-1ia Thle rileteloi0'o0g) ConSIdLeredL f(-I a1i a LILalitL' for CO is basedt Oll LIse of 2 mis-1 of wind speed peisisLeniL for- I hoL1r wNit neL ral stabilitv class anLdl 10( mi of miiixinig heigliht For aii quality wvi t NOR, averaging time of 24 hou r s lhas been colisidelred coii esponding to iLs 24 hIourly; starndai LI Ising hour.1y\ imeasIredL ald projected Lraffic Lata Ltising difleient rietnel. olog-ical conditions prevailing ovei 24 11oUis foi the month of Janll-uay wlen day time (7 aim to 6 pmii) mi-xing hieighiL varying fromii 100 to 1400 m wvith prevailing atmospheric stability classes of 2 antL 3, aned nighit time (6 pm to 7 am) nuxing height varying from 50 to 100 in vitlh prevailing stability classes of 4 an1d 5 The hIouly) average traffic data as given in Taible E-1b lhas been used withi correspondi.ng stability classes and vwind speecds spreacl over 24 h1oUIs with pr-evailing Noritl- easterly and Sou-li- *\vesteilxv wiids as inputs to the moldel. Thle e24 11oLily aveiage values live been worked out based on hIouL-ly wveighted-average concentrations Tlle finatdings of thle pi ojecLeL alr cuLialitv lor different scenarios hiave been presented in the following sectionis E1.2 RESUL L S ANt) DISCliScSINS FOR NO BUILD & BLiILD) SC ENARIoS Carl t' A'lowniWc Leivls The ob served hIoul!V hlgllest incremental values for CO atc presentedl in TalSbles E-3. T able E-3 ResiiltsJfor Peaik Houirlyj CO Coniceitta-tttonis (in ppin) In wnni(tal Concentialions o(f CC) (In pliii) on Jogeshn'ai, \Vikhi,1,i 1ink Road Distaince fi o0l Loca lions Edge of JV R, In jogesililI neai SEPllZ Road L&T Ieda 1L 13S Mai g l aslelI Section WiEI-I oni JVILR SV RoadL (Mid Setion) nell L1.-I No Build Scenario foi the Yeai 2002 5 00 1 02 071 ((51 226 9() ()() () 71 () 47 0(34 1 47 062 2(000 0 46 0 28 0 20 1)93 0 40 4()0( 0 25 0 13 ()()9 049 () 23 60 0) () 15 0(07 ((05 ((27 ( 14 80 0( 0 (9 0()3 0 02 0 I4 ( (S U 0(0 ()((5 (0) 0() (( 07 ()((5 2(00 00 ( ((O 0 00 ()()() ()()() 0 0( a) 13uild Scenajio for the Year 2004 5 00 (((4 ( 77 0 55 2 3(0 98 10(()( 06S 055 039 1 52 0 oS 2000 ( 47 038 )27 0 96 0 46 40 ()( 0 27 0 22 0 16 0 50 ( 26 6(0() 0 17 0 14 0 10 0(27 ( 16 800() 0 10 009 0()6 0 14 (1()9 10000 1)05 005 004 0U06 (1()5 200 UJ 0 (( 0 00 0 0( () 111(11 I:IRNI 1\ -IN NINIROA,\ IN' \1 R1 1I 'i/, A & N(1'ei1 (VLk, NML\i \ E-4 oIr I eIie1ICtl Concentiatilolns of CO (in lip In) on Jogeshiwii Vi kioli Link RodLd Dist, nce fi oio ILoca Lions Edgeol J\'1LR,mn JogeshLAaIiicar l 5 S MZIRoad 1 ..&1 neai 1.35Nia ig IIasi nSectio k'1\'1-1 Oil J\VI'R S\V Road (NIILI Sectioll) ne,ii 'll - b) Build Scenario for the Year 2011 5 00 0 92 0 66 0 48 2 21 9( 10 ( ( (4 0 47 0 34 1 40 0 63 2( 00 0 43 0 32 ( 23 0 86 1 42 40()) 0 24 0 19 0 14 0 43 0 24 600( 0 14 0 12 (009 0(22 0 15 8000 00(8 ()07 0(05 (II 00(9( I n() 0 04 0 04 0 03 0 05 0 04 200 00 0 00 0 0( 0 ()(0 0 00 0 Note I l-IoLi IV Indian Staiidlai d for CO in aibient aii is 348 ppmii The tlendl in the precdictedt icremilenital concentiationis of CO for No 13Bu-d1 scenario (yTear 2002) wvhen compared to the Build scenalrlo (year 2004), thle concenitiationis slightly increases. The low iicrease in the concenltiatiolis Is due to improvedl IlxinXIIg zone of tlie widenetd JVLR vis-i-vis improved emissionis fromil newv velhicles despite increase in traffic diUi nlg the tvo sceniai ios Between the Bul3d scenaarios for tihe years 20()4 and 201 I, tie CO concenti ationis are found lo be slighitly improved dturlilng year 20l 1 due to tile fact of impi oved emissioni factols for all veihicles comply/ing to the veci 2000 standcai cl and there will be no vehicle of 1996 emissioni factors. The average conceitrationi of CO monitored along the JVLR foundLl varying from 0 5 to 4.36 ppm (i e 0 57 to 5 mgm-3). The hligh concentiations violating the AAQ normlil for CO (of 3 18 ppm i e 4 mg/rni-3) weic fouLdLl at JogeshIvaril (westei n section) alld SEIEPZ area. Ihe landl use in these areas is of mixed type i ei resLicidtial anrd industri1al domininated with slumII dwellers H-loveVel, at L&T' and LBS l\larg dLespiLe heavy tiaffic miovement, tlle CO tin AAQ founLd to vary from 0.5 to 1.66 ppm (i.e 0 57 to 1.9 mgm-3). Ihis suggests thiat the highi CO level in AAQ in the Western Sectioni of JVLR be aLtrIbuted siginificanitly fi om)l othier sOuices It is expectedl that vvith the project ioacd widening, tile CO levels are expectedl to lovei dolwn. hlie p roject, therefore, will hlave modei ate impact on amrbient all Luality in terms of CO NO, Leivls The air quality withi respect to NO hlas been assessedl basedl on prescriibed standlaid of 24 hourly average anid hourly average traffic dLata as given In Talble E-11, with dlifferent wincd speeds an'd stabilily classes spread ovel 24 houis as inputs to the motel. The weighted-average of hourly concentratiolns has been used to aririive at 24 hourlv average values The iesults ai dCiLscussed in Taible E-4. I.l;NI I\I, \ NINIhil)\ i IN\I rIi/I A& N& Iii l\'o .I NIL\ i1: E-5 T'atble E-4 ResIIltsfoI 24 hrAfi Average' NO, Iicirei,iei,uiil CoceuIitlios (Un p10v/u) I ncremintiLa I CoinceiLiations of NO\ (In pig/mi') on Jogeshwmii Vikiiioli ink Road Distance I oni LoLaliouns Edge of JVI-R, m jogeshwai I nel SEEPZ L& FJunction L13S N la ig E`stei n \\;11-1 IMnction (IM Id Secti on) section 1nc,] F1- 1- 11 a) No B3uldd Scenlill IC fOi the Yeai 2002 500) 8b9 735 470 1()03 46o 1000 56 9 48 4 31 7 72 0 33 6 200 0 33 5 26 6 18 9 51 6 22 8 40(0( 137 119 9 1 3-4 1 148 6000 72 64 4 1 257 1Wi 80(00 2 1 38 09 195 84 1( 0(0 1 6 1 6 (00 14( 8 ) 4 200(00 0 0 f(0 ( 0 6 (1 a) 13u1ildi Scenim iio foi the YeCi 2(004 5 00 894 783 488 106 1 51 5 I00 ( 59 2 50 6 32 8 74 9 382 200 0 33 5 29 ) 20 9 52 4 26 8 40 00 158 135 9 1 35(1 1711 b((OO 78 68 39 263 127 80()0 2 1 45 1 6 20(9 10 3 100(00 1 6 1 o0(1 180( 78 2(1(0 (10 00 00 12 2) b) 13Lu11d Scenai Iio foi the YeaiI 20)11 5 00 740 7.1 1 498 839 o3 o 10( (1 517 564 l 367 61 1 427 20 00 30 9 28 8 20 2 44 4 17 1 40 00 138 122 9(0 30 0 78 60 00 72 60 29 23(0 56 80(1(1( i34 38 1 5 182 3 1 1 c00 0 8 08 015 ( 3 20)000 00 00 00 1 0 00 I'lle fiend in the predicted increminital concenLrations of' NOx for No Bu3ld scenai io (year 2002) when compared to the Build scenario (veai 2004), the concentiations slightly iicieases TI'le low increase in thie concentatirons is due to improved mixilng Zolle of tile WILlenied JVLR vis-A-vis impioved emissions fromii new, vehicles despite increase in tiaffic duLilng tile tWo scenarios. Between thie Build scenar-ios for thie years 2004 and 20-11, thie NOx concentLrations ai-e found to be slighitly impl ovedl dting year 2011 clue to thie fact of im1 iCoved emiUssioll factors for all vellicles coimipliing lo the year 2000 stanidaicl and theie will be no vehiicle of 1996 emission factors. T'lhe aveiage concenitrationi of NOx monitored along tle JVLR duning the ealis 2001i andc 2002 fouLtin varying0 fromil 29 to 55.8 itgm-3. Tle 24 lhoti 1 INli1an standaid for NOx for ICesIdential aieas is 80 ptgm-' Withi thie considerationi of inciciiieietal values as giveni in the above table, the NOx levels aie expected to remain belov the standards only beyond 20 ill fromil the edlge of. tie road. Tle EIRNI 1'1 NINIRI)A 1 N cI \ ll n/i ,A & 1NII'Pi IVI R, NMl\I \1 E-6 project, th-lerefore, will ihave imiotlera at iipact. in anibinl t11i t 111 (tic1 LV III tF1 Ins of NOx S'Al9 l & P'M1,, Levels Thle levels of SPI\1 i e. Suspeended Particulate Matter andL l'M1,, i e. Respilable Particulate Matter (RPM/1) In ambient aii llualit) hiave been modelled using Roll Back nmodel (i e C,/C2= Q/Q2, werCeIC1 I&C2ref'ers oI as ConIcenl I-ti onIs al recepltol andc Qi & Q2 as souLICe dlata), whicih gives ouLcomie foi tlle samne set of meteorological coniditionis and same locations of imionitorinig Tlhe predicled levels increases with corresponding increase In traffic projections for Llhe corresponding years ItL has been consicdeiec tlihaL SPNYI is emitted at an emissioni factoir of 2 g per vehiicle km 3Based on SPM and PNi41 levels observedl d.,i ing tlle years 2001 and 2002, the pr edliction lhave beeni cai iecl out for diffeienit locations oni the JVLR iis givenl in the 7Tilae E-5. Trable E-5 Ireliclte(l SPM & PM,, Levels (pg ulrl) talonig thle JVLR Project Roadl Dest r lptlon l-ocaitions/Cofneeiititalioens illn pgnl jogeslilwi I nleall Sl.lPZ L& I'Jo(lnetlon 1[IS N hig lastel II Wt/lil-I JorwtiLroll (Mil deciloll) Sett lonl ner Monitored Levels 1ei iod coi N loitoi iiig Dec 2001 Feb 2002 Feb 20)02 Dec 2001 DeM 2001 aI) SPN] 383 6 521 5 272 8 257 5 257 5* b) PN III) 1813 3368 1238 1214 1214' Piojected Traffic ,r) 13,ISe YeaCII 29811 28930 20)558 73721 4106t) 1h) Year 2004 34450 31100 22100 79250 47-150 c) YeaI 2011 5715t) 51550 36650 131450 787()0 Projected SPM ,i) Year 20)04 443 3 560 6 293 3 276 8 297 (o 11) Ye ,i 2011 636 4 864 4 452 4 427 1 -127 1 7iojected PM6,, El) Year 2004 2095 362 1 133 1 13()5 140(3 16) Year 2(1)1 300t8 558 3 2(5 3 2(01 4 2(01 - *For ELI-I, SPN I & I\M Ioi hae LbeenI con1sidered to bie tibe si mle owing to close pirOxIri tx (Ci O\ I kin ), it b3ose ear I eel s to the (ca s of lmlol nitolrlig Tlhe above table show,vs that thlle predliCLed SPM levels foi tlhe years 2(0(04 and 2011 (cor esponding to tihe same meteorological conditions and monliLoi ing locations) would ranige fromil 270.8 to 560.6 ,i.g/mn3and 427.1 to 864.4 fIg/ml' iespectively. The correspondnlIg PMJ0 levels for Llte years 2004 andl 2011 wrould ranige from 130.5 to 362.6 hg/in anid 201.4 to 558.3 hg/nin respectivelv All the moniitored and projected 24 hourly average values violate ambienl air qualiLt stanidaids for SPM and PIVIo for residenitial aieas are 200 pag/n3 and 100 pg/ rn3 iespectively posing significant impact onl air qLuality I.RNr r\rI \ NIMNI A),\ I IN Xl ki lll l/1,/\ A \&NII'ii J\VI1Y Nie\XIl \X E-7 Annex F Projected Noise Levels along the JVLR F1 PROJECTED NOISE LEVELS ALONG THE JVLR F1.1 INTRODUCTION Projections for traffic noise levels were presented by AIC Watson using Federal Highway Administration Model (FHWA) model for the years 2001 and 2011 covermg western, middle and eastern sections of the JVLR. As three major at-grade works are proposed along the JVLR at junctions like SEEPZ Road, Saki Vihar Road and LBS Marg, there is need to predict noise levels at these locations also. For this, ERM has undertaken noise levels assessment using t-affic densities observed m February 2002. F1.2 PROJECTED NOISE LEVELS ALONG THE JVLR In order to estimate noise impacts with respect to existing situations, noise monitoring was undertaken in February 2002 at 5 locations along the JVLR. With the Build up scenario, uninterrupted movement of heavy and light vehicles at high speeds is expected along the JVLR, which may give rise to increase m ambient noise levels. The impact of noise levels from the existing and the proposed widening on the neighbouring population is addressed by carrying out computations using Federal Highway Noise Model developed based on the guidelmies suggested by Federal Highway Admmnistration (FHWA). The details of the model and the model computations are described below. Noise Modellinig The Highway Noise Model presented below is used for calculating the one- hour Leq. The model is based upon calculating the hourly L,q for automobiles and trucks separately and then adding these logarithamically to obtain the overall hourly Leq as follows: Leq (hi) = LOEI + 10 Log Ni + 10 Log( 15 )A(1+a) 13 Si*T) ( D) LorI Reference mean energy level for (Ith) vehicle type Ni Number of vehicles of (ith) class passing in time (T i.e 1 hour) Si Average Speed of vehicles of (itl) class (kmph) T Time duration correspondinig to Ni, one houw D Perpen1dicular distance in (in) from centerline of the traffic lane to observei a alpha Factor relating to absorption characteristics of the ground cover between roadway and observer The combined effect of all the sources can be determined at various locations by the following equation. Leq (h,total) = 10 Log E 10[Leq (h,)/1O] EERM Ildia MMRDA r-INALR\EI'itI/EA&EMPOFJVLR,MUNIbAI Fl Based on the above equations, user-friendly highway noise predictions were carried out for identified additional locations on the JVLR. Traffic Volhii,nes anid Speed The hourly traffic volume for the SEEPZ Road, L&T (near Saki Vihar Road) and IIT (near LBS Marg) as presented in Annex D were taken as inputs for the model. The average speed for each category of vehicle considered for the years 2002, 2004 and 2011 are presented in Table F-1. Table F-i Average Speed of Vehicles along the JVLR Location Vehicle Type & Average Speed (kmph) No Build Scenario Build Scenario Year 2002 Year 2004 Year 2011 Cars Trucks/ 2/3 Cars Trucks/ 2/3 Cars Trucks/ 2/3 Buses W Buses W Buses W Day Time 60 50 50 70 60 60 60 50 50 (0600 to 1800 hours) Night Time 40 40 40 65 55 60 55 45 45 (1800 to 0600 hours) I_ I F1.3 PRESENTATION OF TRAFFIC NOISE PREDICTION RESULTS The noise prediction results for the project road i.e Leq day and Leq night are presented for 10, 20, 40, 60, 80, 100 and 200 m distance from the edge. The day time Leq day covers 0600 to 2200 hours while night time Leq night covers 2200 to 0600 hours corresponding to the prescribed standard for noise levels for different landuses. The results obtained out of the FHWA modelling were projected as traffic infduiced notse levels. Background noise levels of 70 dB(A) for day time and 55 dB(A) for night time were further added to the results obtained through modelling so as to represent these as resutltant nioise levels for the different locations along the JVLR. The traffic induced and resultant noise levels for locations like SEEPZ Road on JVLR, L&T and IIT (near LBS Marg) are presented m Tables F-2a & b. While the same for Western, Middle & Eastern Sections of the JVLR as done by AIC Watson are presented in Tables F-3a & b. ERM Iindia MMRDA F;INAL REIPOPT/EA & EMP OFJVLR, MUNIBAI F2 Table F-2a Traffic Induced Noise at SEEPZ, L&T & IIT (near LBS Marg) Distance At SEEPZ on JVLR L&T n1ear Saki Vil1ar Road IIT (near LBS Marg) fron1 2002 2004 2011 2002 2004 2011 2002 2004 2011 Edge, m L.xlD L.2N Lo,i) LE,1N L,11) le1qN LacqD L,.IN l ,N) LcqN L,eq) L.,IN Lq1u) L,,IN Leq1) 1,IN L,11D LeIN 2 811 75 8 76 6 73 3 79 7 768 799 74 6 754 720 78 5 75 5 85.1 774 80 7 748 837 78 3 5 78 3 73 0 75 2 71 9 78 3 754 770 71 7 74 0 70 6 771 741 823 745 79 3 734 823 76 9 10 75 2 70 0 734 70.0 76 5 73.6 74 0 68 7 72.2 68 8 75 2 723 79 3 715 774 '715 805 75 1 20 71 6 66 4 70.8 67 5 73 9 71.0 70 4 651 69.6 66 2 72 7 69.7 75.7 67 9 74 8 690 779 725 40 676 623 675 64 2 70 6 677 66 4 61.1 66.3 629 69 4 66 4 71.7 63 9 716 657 74.6 69 2 60 65.2 59 9 65 3 62 0 68 4 655 63 9 58 6 64.1 60 8 67 2 64 3 69.2 61 4 69 4 63.5 725 670 80 63 4 58.1 63 7 60 4 66 8 63 9 621 56.9 625 591 65.6 62 6 67.4 596 67 8 61 9 708 654 100 62.0 56.7 624 59.1 65.5 626 60.7 55 5 61 2 57.8 64.3 61 3 66 0 58 2 66.5 606 695 64 1 200 576 523 58 2 54.9 61 3 584 563 51 1 570 53 6 60.1 571 61 6 538 62.3 564 653 59 9 Note Noise imtodellinig baised on traffic count done ini February 2002, Lday = EqLiivalentt Noise lezndlfor 6 amii to 10 pin While Lniiglit = Equivalent Noise level from 10 pin to 6 ani Day tinic Standard 55 dB(A)for Rcsidcntial Arcas anzd 50 dB(A)for SCnSIti7vc Arcas likc Sclhools/llospitals ctc, Niglht Tinic Standard 45 dB(A)_or Rcsidcuittal Aicas anid 40 dB(,A) for Sensithve Areas like Scliools/h1ospitals etc Table F-2b Resuiltant (Predicted) Noise at SEEPZ, L&T & IIT (near LBS Marg) Distance At SEEPZ on JVLR L&T near Saki Villar Road IIT (near LBS Marg) froImi 2002 2004 2011 2002 2004 2011 2002 2004 2011 Edge, in L,,i) Lq N Lq D 1qN' L,jo LeIN Le1) L.qN Le1i) LcqN Le1q) LeqN LeqD) LNqN Leqi) LqN Lx.qn LNN 2 81 4 75 9 77.5 73.3 801 76.8 80.3 74.6 765 72.1 79.0 75 6 85.3 77.4 81.0 748 839 783 5 78 9 731 76.4 72.0 78 9 75 4 778 71 8 754 70.7 77 8 74 2 82.5 74 6 79.7 734 826 769 10 76.4 70.1 75 0 70 2 774 73 6 75 5 68 9 74.2 69.0 76 4 72 4 79.8 71 6 78 2 71 6 80.9 751 20 73 9 66.7 73.4 67 7 75.4 711 73.2 65 5 728 66 5 74.5 69.9 76.7 681 761 691 78.6 72.6 40 720 63.1 71.9 64.7 73 3 679 71 6 621 71.5 63 6 72.7 66 7 73 9 64 4 73 9 66.0 75.9 694 60 71 2 61 1 71 3 62.8 723 659 71 0 60.2 71 0 61 8 71 8 64 8 726 62.3 727 64.1 74 4 673 80 70.9 59 8 70 9 61 5 71 7 64 4 70 7 59 0 70 7 60.6 71 3 63 3 71.9 60 9 72.0 62.7 73 5 658 100 70 6 58 9 70 7 60 5 71.3 633 70 5 58 2 705 59.7 71.0 62 2 71.5 59 9 71 6 6'1 6 728 646 200 70 2 56 9 70 3 57.9 70 5 60 0 70 2 56 5 70 2 574 70.4 59.2 70 6 575 70 7 588 71 3 611 Note The Background Noise Level considered Is LJ,, = 70 dB(A) and Lm,,,h = 55 dB(A) I.RM Iinlia MMRDA FIN 8i. Ri.FORT/1-A &- IMI' OrJVIR, MUNIBAI F3 Table F-3a Traffic Indtced Noise at Westen, Middle & Eastemn Sections of thte JVLR Distance from Edge, m Westeri1 Section of JVLR Middle SectioI Eastern Section 2001 2011 2001 2011 2001 2011 LT,Ll) L.qN L,11) L-elN L,,1l) L.,IN L\lD) L.tNN L,.ll) L"p\N L.ID1 I-,IN 1 0 72 3 67 0 76 9 70 2 76.8 70 6 80 5 73 8 73 5 67 8 77 6 70 9 20 702 648 747 680 74.6 684 783 71 6 71 3 656 754 687 40 67 2 61 9 71.7 65 0 71 7 65 5 75.3 68 6 68 4 62 7 72 5 65 8 60 65 2 59.9 69.7 63 0 69.6 63 5 73 3 66 6 66 4 60 4 70 5 63 8 80 63 7 58.3 68 2 615 68 1 61 9 71 8 651l 64 8 59 1 68 9 62 2 100 624 571 669 60 2 66 9 607 70 5 63 8 63 6 578 67.7 610 200 58 3 53.0 62 9 56.2 62 8 56 6 66.4 59 7 59 5 53 8 63.6 56 9 Soutrce AIC lAVltsoni Report oan EAIEMP for thze IVLR, Day thme Standard 55 dB(A)for Resideitial Areas anld 50 dB(A)for Sensitive Areas like Sclhoolsl/lospitals etc., Nighit Tnme Standard 45 dB(A)for Residential Areas anld 40 dB(A)for Sensitive Areas like Sclhools/hlospitals ctc Table F-3b Restultanit (Predicted) Noise at Westeni, Middle & Easteni Sectionis of the J VLR Distance from Edge, in Western Section of JVI.R Middle Section Eastern Section 2001 2011 2001 2011 2001 2011 '-"Di) LeqN L.ID LeqN Lcql) L,,IN Leqi LeNN L.SID L,,N LeqD L.xN 10 74 4 67 5 77.7 70 3 77 7 70 6 80 9 73 8 75.2 68.2 78.3 70 9 20 731 654 76 0 68.4 75.9 68 9 78.9 716 73 7 66.1 76 6 69 2 40 71 9 62.7 74 0 65 5 73 9 66 0 76 5 69.1 72 3 63 4 74.5 66 3 60 71 3 61.1 72 9 63 7 72 8 641 75 0 67.0 71 6 61 7 73.2 64 4 80 703 600 72 2 624 72 2 62.8 74 0 65.6 71 2 60 6 72.5 63 0 100 709 59 2 718 61.4 71 8 617 73 3 644 70.9 59.7 720 62.0 200 70.4 57.2 70 8 58 6 70.8 58 9 71.6 61 0 70.5 57.5 70 9 59 1 Souirce AIC /lVatson Report oni EAIEMPfor t1te IVLR, Day tinie Standard 55 dB(A)for Residenthal Areas anld 50 dB(A)for Sensitive Areas like Sc)iools/lliospitals etc, Niglht Tinie Standard 45 dB(A)for Residential Areas and 40 dB(A)for Sensitive Areas like Sclhoolsll4ospitals etc ERM India MMRDA -iNAi. Ri:ORI/IkA & I-MP orJVLlR, MIJMII-\i F4 The modelling exercise indicate that the day time resultant noise level likely to occur in the range of 70.2 to 71.6 dB(A) at 200 m from the edge of the JVLR alignment while the corresponding night time resultant noise level at 200 m from the edge of the JVLR alignment would likely to occur in the range of 56.5 to 61.1 dB(A) . The modelling results clearly reveal that day and night time noise levels are exceeding the prescribed standards. The data presented clearly reveals that day and night time noise levels are exceeding the prescribed standards. The noise computations are carried out for worst case scenarios, i.e. without taking into consideration the local features like landuse, barriers etc. In reality, the noise levels are expected to be on the lower side, as the area along the existing road stretch is covered with roadside plantaton, which will act as a sound barrier. The presence of roadside plantations and berm walls would substantially help attenuate the noise levels ERM Inidia MMRDA FINAL REPORT/EA & EMPOFJVLK, MU\IBAI F5 Annex G EMP Implementation Status Reporting Formats Glossary Acronym Description m Meter C Construchon phase CEMP Communitv Environmental Management Plan cum Cubic Meter EMP lEnvironment Management Plan ID Identification JVLR Jogeshwari - Vikhroli link road Kg Kilogram Krn Kilometer pcd LLiters per capita per day MMRDA Mumbai Metropolitan Region Development Authority Nos. or #Number O Operationi phase PAA Project Affected Areas PAH Project Affected HcGusehold PAP Project Affected People PC Preconstruction phasee PIA Project lmplementin'g Authority PMC Project Management Consultant PlfROW PrAopose Righ of Way4. Desired Monitoring and Reporting Process Stage Forniat# Foriiat title Pre-construction PC-1 Reporting for Pre-construchon stage C-1 Pollution momntormg schedule and reports C-2 Fugitive dust nitigation Construction stage 0 C-3 Soil erosion locations and drainage measures taken C-4 Reporting for roadside plantation 0-1 Survival reporting of compensatory plantation Operation stage 0-2 Survival reporting of roadside landscape 0-3 Pollution monitoring PC-1 PC-I Reporting for Pre-construction stage Reporting By Reporting To Reporteng Reporting Period Date of Submission Report Ref # Contractor PMC Monthhl PMC PIA Monthlv PIA MMRDA Monthly MM)RDA The WVorld Banik Quarterly I I S No Activitv Reported by Units Total Qty RTas Targaet D Reasons for delay, if any) ___ ___ ___ ___ _ _________ com pleted date com pletion _____________ 1 Total quantity of trees felled Contractor 2 Status of utilitv & comimnunity resources Contractor/ Concerned _____ shifting Govt Deptt I Water Suppiv Sewverage svstem__ Telephones/Comniiuication_ Electricty-Overhead & Underground Others _ For Contractor For PMC For PIA C-i C-1: Pollution Monitoring Reports Reportinig By Reporting To Reporting Reportitng Period Date of sutnbmissioni Report Ref. Con tractor PMC Seasonally PMC PIA Seasonallv PIA MMRDA Seasonallv MMRDA The World Bank Seasonallv __ Details of Duration of Actual date of Reason for delay, if Monitoring Chainage location monitoring Target date monitoring any Air monitoring Noise monitoring Soil monitoring Water quality monitoring Note Aiiitcx Moniztoring report carnetd ott during reportmng period Certified that the Pollution monitoring has been conducted at all the locations specified m the EMP and as per the directions of PIA For Contractor/ Monitoring agency For PMC For PIA C-2 C-2 Fugitive Dust Mitigahon Measures Reporting By Reporting To Reporhntg Frequency Reporting Period Date of Submission Report Ref. # Contractor PMC Monthly . PMC PIA Monthly PIA MMRDA Monthly MMRDA The World Bank Quarterly I_I Chainage Current construction activity in brief Measures taken to control fugitive dust emussion Certified that the above information is correct For Contractor For PMC For PIA C-3 C-3 Soil erosion locations and drainage measures taken Rep1or-tin1g By Reportzng To Reporting Frequienicy RPerpodti SDate ossf Report Ref # Contractor PMC Quarterly PMC PIA Quarterly PIA MMRDA Quarterly MM\RDA The World Bank Quarterly Waterlogging, if Mdasures-taken to control so1l erosion Frequency of drain cleaning Wany Y/ SI. # ChainageanYN Note Anniiex Map sh1ow7n11g sutsceptible soil erosioni locationis, open n)id uindergrounid drains in the pryoect area Certified that the above information is correct For Contractor For PMC For PIA C-4 C-4 Reporting for Roadside Plantation Reportinig By Reportinig To Reportiig Reporting Date of Suibmiiissioni Report Ref. # _______________ ~~Fregutenic; Perio'd Contractor PMC Monthly PMC PIA Monthly PIA MNMRDA Monthlv MIM4RDA The World Bank Quarterly I_I_I Total Trees Total Shrubs 'Y., survival Maintenance/ Watering Other measures S1. # Chainage Totee Total Sa Turfing on median frequency taken to protect planted planted rate frequency plantation Certified that the above informationi is coIrrect For Contractor For PMC For PIA 0-1 0-1 Plantation Survival Reporting Reportijig By Reportiiig To Reporting Reporting Date of Report Ref. Fregiieiicy Period Sulbm12issiont Monitoring agency MCGM Annually MCGM MMRDA Annually MMRDA The World Bank Annually SI. # Chainage Details of location Total # of trees Total # of '/o survived planted surviving trees 2 4 Certified that the furnished information is correct For Contractor For PIA 0-2 0-2: Survival Reporting of Roadside Landscaping Reportintg By Reportin1g To Reporting Reportinig Date of Frequienicy Period Submiission Repot Ref. # Monitor-ing agency MCGM Aniually MCGM MMRDA Annually MMRDA The World Bank Annually L Shrubs on median Turfing on median Sl. # Chainage Details of location Total shrubs # of Shrubs Total area Total turfed . ~'/{) survival .,. '%/, survival planted survived turfed area surviving -3 Certified that the furnished informablon is correct For Contractor For PIA 0-3 0-3 Pollution Monitoring Reports Reporting Bi| Reportitg To R eportuig Reportinig Period Date of Suibmitzssion | Report Ref. # Nlonitorinig agency MCGM Seasonallv_ NICGM MMRDA Seasonallv I\INIRDA The World Bank Seasonallv Details of Duration of Actual date of Monitoring Chainage location monitoring Instruments used Target date monitoring Reason for delay, if any Air monitoring Noise monitoring Water quaht% monitoring Soil qualiht monitorinig Plantation survival rate survev Classified traffic volume suyvev Notc Aiuzi.x Allonitonng report carricd out during reporting period Certified that the Pollution monitoring has been conducted at all the locations specified in the EMP and as per the directions of PIA For Contractor For PIA Annex H Environment Management Measures for ongoing Grade Separator Works along JVLR TABLE 1: Recoin,,iiendleil Eniviroinmiie,ittil imzanagemizenit imieasuiresfor onzgoinggratde separttor wvork- ait LBS Mtarg jiusctioIi E,iviron,nneyttal Mitigationt Measiures Timje Frt,uc Responsibility Isstic Implcmentati ton SupCrivision Local trathic ml1anagement pland sall be prepaied behore collsti LuCti011 aCtI% its tesum0es PiesVntl\ 110i til sid Lcai r ige% a" e\Cept toi embankment section s almost copleltt The ha ltic manag11Cemlt pl1 1 inU1 WonSiLIeI tie tollowf0 ing opitionS Western side of tlyover * Clearinlg Rok\' oni the westernl sle and consITuction ot slip roaLds, it 111n', as pCI design * Divertin IVIR t\at ti alhlg botih thie slip roadls/ road edIges to secluie thIe conIstruction al ea * CWSh 1.t tiCtiof ot 15 peI s IIlni deck slab shall pioLced 1l0lit %i CMs h) CteSt Li CCitiOl Local TrathL S11.ultalneouslh embakinkment works can be carredt out ConStTUCtin Phase Contractom NISRDC management * Obligators central span shall be constructed tinally Eastern side of flyover * Diverting IVLR thathL alon1g both the shp roads/ road edges to secludLe the co01struction aiea * Construction ot 7 piers and dIeck slab shall proceed trom east to is est diirection Simuultaiieouslv embankmenit w*orks caii be cairied out * If needied, trathc on eastern section ofJVLR cai be niaie one-way diuriiig constructiomi stage * Other ophon is to complete-construcihOll o t numrtlieiii cariageway ot tile tlyover and allow both-wa\s trattic movinig along JVLR over it SerVICe iamps on either side to existing ROB at tie easten end at toflover are partially complete Slum resiLdenits aiid railwvay comiiuteis have started USUIg the unpavedl PCeLestil an satetv service raiiips Resumliptioni ot coistruction at LBS uiictiol mighlt attect pCLdestrall ConIstTUCtion Phase ConItra(cto0 NISRDC mox ement Peestriaiis shall be gutiled aloiig ti ediges ot roadway in all the toul arilis ot tbe junichomi Their movemileiit shall be proliibitet iisiLe aLtive-constructioi area AdLeqLuate barricades be put Ii place to achieve the objecthve The RIP report on j\ LR intoims that 331 PAH's ot bo th the grade separator projects are Soci-conomitic being rehabilitated as per NILITP's R&R policy M91SRDC, it seems is in the process ot Constructiol pPhase NISRDC NMISRDC sceiiaril reloc,ating the PAH's at N1HADA flats located at Diiidoshi Utfitv ielocation/ Uhlitx relocation, such as water supply Ines, electrical installahoins, telephoiie lines etc Durilnl LOiistruchioii ol Cmntrictor/ -ilvel s101 tio be slittel atter prior appro al ot agenicies Utmilit' icluxationl s1iall be cart Led ou otiii 1e t hoiS NISRDC shoi test possible hime to redLuce in1cnvenience to public r____a__ ________ _____ISR H-"Nll;l AM N1111 IVI K/%1L 11. H -2 Tile e\lstng roaidszli dithins along IVLR shall be cleaetltilottcornstructholn dliCi is Diamnage espeeLialls betlie illmlosooll scason As thle flyvei site is located oll downsid sltp e Consti uctioll pIhase Contlactoi N ISRDC of a hill, ani obsti uctioni to diainage mav resuilt InI flooLdIng Fugittuve d tist For all con tiuctn aCti ItiL' that genelaIC LtITst, adtqiaIc 1teColltl l l iC.I Ure L i Conitruchotwn phasC Coiintiactor N ISRIDC emiionll in teriilttenit i ipeiahon 'llxi IV e ploseLd at site Hot miix A p llt In-situ plants were not ibser\ ki'l diing ttiC a JidL1t It thcintliactir poture troim plan ts/ Co nrete existing plants in the i eg,t in. \ ISRDC shal 11 ntll. utt ani 'nsu 1e1 that the Cot i Lat toi C inl Li i tltl ii phase Co nit tiactili \ ISRDC- batching plants procures troin NIPCB aUtithoi iel plalts All possible andi p i aL tlical niCasL rcs to collt O 1ol ni u 1se IsSioln I u I ling il illing ope e a tii 01ns Ambienit Noise level shiall be emplovet NISRDC maV !Liect It take aieqtlU.ate Ointri0l measures clepentiiing on ConshtuLtiol phlast Coinh actor NiSRDC site contalitionls Const uctio n E\ha List antd nOise em ilsItIns of cunsti LiCholl etiti p men ts sihll ahilere to eriiiswilt noi Im C actoi N ISRDC cLquiLiiientl emissiO1is IS laitd ou t bv NIoEF/ CPCB Construction phase cot oI Noise hrom ctNstrtise on T ilated All constrtictioin eiutilpoClent' shall be htted %s ith t-\lxIaLst silencers 'Damaget sitlencers to Const uction pixuse Cinti at i NISRDC planstsuction etti e libe promptlI replaCetI bv ContidLator plaints &- equilpiiieltit Noise due to I I operathio of DG sets DC sets, It Liseti, shall dltihere to noise standtaris o NioEF Con struction phase Conhactor N ISRUC operahon~~ ~O nofs DGram seset Noise tItie tO Operation iiours tor noise generating equipimienits such as pile dim Uig, conciete antC tunltilation \orks at dtrilling etc shiall be pie-appIoVetd b MSRDC NISRDC depentling on site-contitions Constl uctiolnplase Ctontractoi NISRDC flvover site/ britiges mad regtilate anti/ or restrict opelation hours Debris/ Top soilI dirsposal/ At tie site. e\cept tor the tilge concrete bloclks, there Ire nio stacks of constctiulnC Constructio waste wsaste/tiebris left *% ithin the PRoi\' It shall be entiUred that all kitl Is/ consti tictlnl C0lIshOhl pildsC Conh actor NISRDC tiispOsal Waste are disposei at NISRDC approved sites A oKenttrnva aVad a (KV\) locatetL Within tile Nai al Cit hian Housing Colon0 oll tHIe I eelee;ofSell lh e northlersintie of IVLR andt estern site of LBS marg Iling ot equipnents/tveh Iiicles CoshIchol piase Contractor \ISRDC shall not be permitteti en thee le not In acihve tuse at this lOCation Location oft The sttrage \ait d II a e beeni locatet at tihe BN1 Thackeray mairg -1' LR junctioll on tlel ConstILtitin aterial eastern sitle It shall be eiisureti that construCtion clilp achvities tlo not obshtLrt trafhc Constiicton phase Contractor \ISRDC nh0%o emenlt alolng the easten section of Il\LR antil also ot spill o\ ei to tliegraticti stor,we vtrtl l l mangrot es area nearb\ I RM Nl i, 1NUMM u .xt,XIA I\,ut I/Flui I 1 l-i iI1 \&iI\\1t' IVt t i ' TABLE 2: Recoiimmiiendiled1 Enzvironimizenital imiiianagemize)nt imeasuires for ontgoinrggradle separator work at L&T junction Issuic 1 I:opl4emncta tion Supervision EIslvIolhIInt Afl:tiga tioj Measulres [ Tiiiic RespleIzl/wll,toiiSibltj stl CnoItluctit II CtlI h lcuL-relltIV tkgtin Iietil ei Oitti eastern section, retaining walls t i tIlheundrpass is pi esentfl% being c0nstr-LutLd Boti eLIbaninkiment section and western section of t1vo ei is vet to [IL contl ACtLd TheC 1loCal tidc IthmlInagemIIenlt pladn reveolinllelllCd Is as below * On the eastern section construct the underpass anid slip lads as the wIll not disturb the e\lstulg caarragcwav Local TratI tic * Divert the hathc along nts' slip roatis art below uLtiui pas betoie starting conlstructoll (t casterni embanknientsecthon Cotl Luctoll PlIase Contiactor NISRDC manilage me nt * On the western side, dear RoW and1 construct slip ioad1s either side of flyover alignment as per Lesign * DI% ert JVLR traffic on both the shp roadis beioie starting coish ItrLtloli of WCesten embankment and flvover * Construct the obligatory centre spani in the shortest possible timie NISRDC shall review the local traftic arrangement permodlcall to assess the conditIoii at site Since construction activity is curreintlI' taking place uidsle the L&T Factorv, pcIestrianIs have nolt facedI any problem dlue to tle activities at site However, when the work on i\ estern section ot tle ft over starts, adequate tempolar\ patim ax s aloig the edges ot Pedestrian safet\ roadiva\ shall be piOVIded tor sate amld easy movemilenit ot pedestrians aicloss thlis ConIshtuChonl Phase Contiactol MISRDC lUrich0l BEST buses can halt titice before andl after the colstrLueCoh alea tor the benetit ot coliui.uters Dunig obligatory span construction at the middle ot the )unchon, petiestrian movement shall be guided by putting up barricadles Fet% trees located along the alignmiient ot the tlx over insilde the L&T tactors might h\a e been remo% cr1 On die western sILde, eVological 1Impact IS quite negligible NISRDC sliall ensurc that compensatory plantaho n of not less than the trees telled diuruig consti ucLtin IR Ecologx be carned1 out Preterabl thie plantation can be dione within the L&T tactory area as Constructon phase NISRDC adlequate protection and maintenance can be carmied out by L&T i% ithout any addiliholal burden NUNN l\. MNIROA\ \\,\I \ I I/0ial Ri '1\ 'I&I Mi'11s J\l R/mi \1101 H -4 :311 PAH's affected by the flyover piojects IIcluLes those affected in Milind nagar are das SocIO-eco1n oi11C well R&R measuIes dic plesentlt i\ pl ogress Cons,tructionl wvot k has not yet stai tel at Dii ing construchon of Contiactor/ scenano this location, which Ls adn appreciable feature It shall be ensuiedL that all RAP relevant sectionl MSRDC reqLuirements are complete betore site cleaianice starts Utiiitvrelocatiiol/ Utyhhh relocation, suci as i\ ater %uppl\ lies, elehtrical installahtios, telephole lines etc to be shitted after pnor appioval of agencies Uhlit' relocation shall be cainedI out Inl Construction pI.e Conh.lctol NISRDC shortest possible time to Iedluce incolnvellienlce to public Pl1\ siographx of thle area Illdicates that the area LdraiIlS intO Pov\al lake located at the endt oi easteni section of f1vovei Hence adequate tirainage systemIC needs to be pIovILLedt act Diainage this site The eal thvwork carried out should be vell stabilised as thelie will be higih Constrcion phase Contractor/MSRDC NISRDC erosion ot disturbedl/ altered soil The dirains shall be providiedL with dLesilting chambers i111pact onI water qUalilt' of Powai lake LItirinig conistruction stage is likel) dlue to the close plOi\loxit\ ot the site Stacking of eai thwork has been cairnedL out properly wiitiun a seclutdedl enclosure which has been adLequatelv barricadled upto a height of about 1 6m Water eniironmiet Ho%% ever, mnior amlount of topsoil disposal vwas obser\ edl along tlhe banks of Powat lake Construction phase Contractor \ISRDC at onie locahon, svhich should be avoided in tiutLire Durinig nionsoon season, nio loose Sod/ Lebris shall be kept near Powai lake It neetdedI temporary earthern bundIs of sutfficielit heigilt may be createdl to divert drainage trom coistruction site flowing to Powai lake Fol all construction activities that generate dust, adequate control measures ILke Fugutuve diust interiuttent operabion shall be emplovedl at site Concrete andL bitumel, it seems, is CoSRDC emission bicng piocured fTrom existing plants as there are no concrete nuxers and hot miLx pLints Constructon phase Contractor near stoiage yards The sourcing plants shall be authorised ones by competent authorivt Hot nmi\ /Asphalt in'-situ plants were niot observed Lturinig th-e audtit If the contractor procures troii plants/ Concrete exishng plants ui the region, NISRDC shall uistruct the contractor to procure trom NIPCB Construction phase Contractoi NISRDC batclihig plants a.tithOnised planlts ALH possible and practical measures to contiol noise emLision S1 unng drilllng operations Ambienit Noise levels shall be employed The NISRDC mna direct t) take cidequate contiol measures Construction phase Contractou NISRDC dlepeinLtlllg on site conditions Constrhucion EXhaust dld noise enmLssions of construchon equipmenit's shill adhere to emussion norms Construction phase Contractor ISRDC equipment emissions as laild out bv MoEF/ CPCB Noise tronm All construchon Ltluipilit seshall be htteLi wifl exhIaust sileicers Damaged silencels t Co construction related be promptly replacedL bv contractor Constructhon phase Contractor MISRDC plants & equipmenits NOISC Llue to DG sets, if usedl, shall adlhere to noise standards of MoEF Coinshuctoni phase Contractoi N'ISRDC operahon of DC sets I-RM lx)ii MNIRI .A '\r\,i \ I l/[1Io I Rnl I' A M1' /\ [VI R/IL %11; Si H -5 Noise dlue to Operation hours tor noise generating equipments such as pile dnvin,g, concrete andl foundation works at drLirthg etc shall be pre-approved by NISRDC The NISRDC depending on site- Construction phalse ContiaLtoi NISRDC flvover site/ bnLiges conditions may regulate adiL!/ or restrict operahOnl lhours Debris Top soil The tolpso stacks have been adequately barricadLedL within a I 6im higi cnclosule d ."Posal/ Hoi% ever, minor aimou t ot topsoil d1 si 'osal was obserL ed l long the hal bas ili iot P 1. lAe Conlti UL tioll phase Coliti attii N ISRDC Conistructioni waste disposal a~~~t onle location, wVhich sholdOI be a)voidedI in1 tutre disposalI Location ot The storage aitds hlave been loCated atabout 250)m trom tie junction towmads tihe CoILstruction material western side along IVLR It shiall be enLsuredL that achtvities insile do not Spill outidle adlLi CoLstructioni phase Contractol NISRDC stoi age yards d1o not obstruct tratfic movemeCIt alollg the wsestern section lit IVLR I RM lam N NIRDA'\ ANNi. 1 II- Ru .i; 1-,A&I MI'l iVi R/ NILmi \i H -6