Government of Environmental Public Works Department , Management Plan

(PHASE 11) Public Disclosure Authorized

December 2003 Bangermau Bypass Route: 4A E505 Volume 14

Projec Cooi kn ConwInts (PCC) Serlce (Loon No, 4114- IN)

Consultancy sevkces for Ufitr Prdwh Public Disclosure Authorized State Road Project

:ngermau Bypass , Ean~~~~sgarmau | \ \ Public Disclosure Authorized

2=SrIgiI;t /~ ~ \ S Public Disclosure Authorized

DHV CONSULTANTS BV Funding Agency: in association wifth THE WORLD BANK Halcrow and Partners Operation Research Group Development Consultants Ltd. MDP Consultants ( Pvt ) Ltd r AV FILE COPY Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV December 2003

Project Co-ordinating Consultants Services for the Uttar Pradesh State Roads Project, under IBRD Loan No. 4114-IN

ENVIRONMENTAL MANAGEMENT PLAN (BANGARMAU BYPASS)

TABLE OF CONTENTS page

1 INTRODUCTION. 4

2 MAJOR FINDINGS OF THE EA. 5 2.1 Bypass Alignment. 5 2.2 Environmental Impacts. 5 3 CLEARANCE. 6

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED. 6 4.1 Pre-Construction Stage. 6 4.2 Construction Stage ...... 7 4.3 Operation Stage ...... 7

5 IMPLEMENTATION ARRANGEMENTS ...... 20

6 INSTITUTIONAL STREGHTHENING ...... 22 6.1 Institutional Strengthening ...... 22 6.2 Training ...... 22

7 ENVIORNMENTAL MONITORING ...... 24 7.1 Introduction ...... 24 7.2 Objectives ...... 24 7.3 Methodology ...... 24

8 REPORTING SYSTEM ...... 27

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS ...... 28

10 ENVIRONMENTAL MANAGEMENT - BUDGET ...... 28 LIST OF TABLES

Table 1.1 Phase II Upgradation roads. 4

Table 2.1 Potential Environmental Impacts along Route 11 Pilibhit-Khutar 5

Table 4.1 Environmental Management and Action Plan for Bangarmau Bypass on 7 route 4A.

Table 5.1 Implementation Schedule .. 21

Table 7.1 Environmental Monitoring Plan for Bangarmau Bypass . .25

Table 8.1 Desired Monitoring and Reporting Process and Responsibilities 28

Table 10.1 Environmental Budget for Bangarmau Bypass on Route 4A .29

Govemment of Uttar Pradesh, Public Works Department, Lucknow, India 1 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) December 2003 DHV Consultants BV

LIST OF FIGURES

Figure 6.1 Proposed Organisational set-up for UP State Road Project-l1 (phase 11) ...... 23 LIST OF DRAWINGS

Drawing BNBP-1 Typical Design for Construction Camp Drawing BNBP-2(a) Roadside Landscape Design Drawing BNBP-2(b) Roadside Landscape Design Drawing BNBP-2(c) Roadside Landscape Design Drawing BNBP-2(d) Roadside Landscape Design Drawing BNBP-2(e) Roadside Landscape Design Drawing BNBP-2(f Roadside Landscape Design Drawing T-1 Brick Pitching on Slope Drawing T-2 Brick Paving Drawing T-3 Drawing For Silt Fencing Drawing TX Wells Drawing T-5 Hand Pumps Drawing T-6 Oil and Grease Separator

LIST OF APPENDICES

Appendix I List of Applicable MoRTH Clauses Published by Indian Roads Congress, New , 1998 Appendix 11 Procedure for Selection of Sites for Construction Camps Appendix Ill MOU for plantation scheme between the UP Public Works Department and Forest Department. Appendix IV Monitoring Standards Appendix V Reporting System Appendix VI Specifications for Environmental Management Works

Government of Uttar Pradesh, Public Works Department, Lucknow, India Project Co-ordinating 2 Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangcrmau Bypass) DHV Consultants BV December 2003

Glossary Of Terms

1. Project Requirement The mitigation/enhancement measure written is essential for implementation. It forms part of the project. The mitigation /enhancement measure may continue during entire project life.

2. Contract Requirement The mitigation/enhancement measure is a part of contract document to be signed between UPPWD and contractor for the implementation of project. The mitigation enhancement measure shall be completed vithin the construction period.

3. MoRTH Specification The specifications published IRC (Indian Road Congress) to be followed in road construction. These have been adopted by MoRTH .

4. Design requirement Mitigation/enhancement measure specified in the highway design of project route.

Government of Utlar Pradesh. Public Works Department, Lucknow. India Project 3 Co-ordinating consultants (PCCI Services for Uttar Pradesh State Roads Prolect Environmental Management Plan (Bangarmou Bypass) DHV December 2003 Consultants BV

Project Co-ordinating Consultants Services for the Uttar Pradesh State Roads Project, under IBRD Loan No. 4114-IN

ENVIRONMENTAL MANAGEMENT PLAN FOR BANGARMAU BYPASS (PROPOSED ROUTE 4A) October 2003

I INTRODUCTION

The Public Works Department, Uttar Pradesh. is carrying out the Uttar Pradesh Roads State Project under World Bank Loan 4114-IN. The project preparation activities including the project planning and design is being carried out by the UPPWD through Project Co-coordinating Consultants (PCC). The project envisages the major augmentation of crpacity as well as structural upgradation of important network highway in the state of UP. As part of the project preparation activities, the carried PCC has out the feasibility study for 18 corridors (slightly modified from 15 identified corridors by the SOS), based on various criteria including internal rates environmental of retum, attributes of the area of influence, the likely social impacts proposed of the improvements. etc. The feasibility study identified 11 corridors (4 corridors comprising 374 km in phase I and 7 corridors comprising 590.74 km of roads exclusive of bypass lengths in Phase 11)for upgradation to SH standards and 22 corridors maintenance for major works wherein 808 km of road is in Phase I and 1736 km in Phase 11 The UPPWD is the executing agency for this project and will be responsible for the overall preparation, implementation and operation of the project. The routes taken up for upgradation under the project are given in Table 1.1. Table 1.1 Phase 11Upgradation roads

Route descdption | Length In cost Route No. From To Km INR million 3 Pilibhit Khutar 72.807 1164.6 4s i Lucknow _ sangoarmau i 73.229 ..._ __ _ _ 1315.9 ______._ __ _ ,______6 _ _ _ _ _ ...______. __ Sitapur Bahraich i 88.336 2490.0 7B Azamgarh _ Phephna 1 100.929 1986.1 IOA I Gorakhpur Shahganj 1 109.656 _ 2642.1 11 Moradabod [uttaranchal Border 36.335 _ 782.1 16 Deoria Ballia - 109,447 1763.7 Total Phase Ii I 590.74 12144.5 The UPPWD. the executing agency for this project, is responsible for the overall preparation, implementation and operation of the project. International selected contractors through International Competitive Bidding shall carry out the implementation. The PWD shall be assisted in the supervision of the construction activities by international consultants. The construction duration of the project will be 2 years. This report details the Environmental Management Plan for Bangarmau Bypass on route planned 4A. The proposed road cross-section of bypass is W3 which will consist lanes-each of two 3.5 m wide, with 1.5m hard shoulders and 1.Om soft shoulder on either road centreline of side necessitating a formation width of at least 12 m The proposed length of bypass 1.851km

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2 MAJOR FINDINGS OF THE EA

Before presenting major impacts on the environment of the study region. a brief description of the bypass alignment is presented below. 2.1 BYPASS ALIGNMENT

The.bypass has been considered as a continuation of the Madhoganj Bilhour-Bangarmau- (No.4A) road upgadation project to divert the through reduce traffic to help congestion at Bangarmau town and minimise the environmental The total length adversities. of bypass is 1.851km with a proposed ROW of 45m. The proposed alignment starts at existing chainages 37038m of Madhoganj-Bangarmau near power road(SH-38), house road, about 1.0km away of Bangarmau and finally joins Bilhaur road the Katra- (SH-40) at chainage 87.57km about 1.1km before the bridge Kalyani. There on rver is no forest area along the project route. The alignment of Bangarmau bypass crosses narrow storm water Nallah between design chainage 1400.0 to 1500.0. also crosses narrow It irrigation canals at five other locations. No water body has been observed. Fly Ash from Panaki thermal power plant is proposed to be used as enbankment fill matenal at Bangarmau bypass. The proposed bypass alignment does not pass through any environmentally sensitive areas such as protected forests, bird sanctt'ary or wild life sanctuary. 2.2 Environmental Impacts

Table 2.1: Potential Environmental Impacts Along Proposed Alignment of Bangarmau Bypass

AtfrIbute DescrIpfon of Impacts Signilcance Assessed Physical | - No new quarries to be opened Low Resources EExisting operoting quarries having sufficient material have been | i__ _ identified_ - l Air Quality i Material transport specially flyash from I Moderate Panki thermal power station and hot mix plants are likely to cause pollution during construction. Some localized - increase in SPM is also anticipated along alignment where earthmoving is | in progress. Air quality standards are unlikely to be ______exceeded by even 2011 A.D. Flora level 52 trees are to be cut to facilitate Low I construction. No endangered species of flora have been recorded close to the project route. Noise Level i - Increased noise levels will occur along Moderate stretches where construction work isin progress. - Operation stage noise levels are projected to exceed the rnorms for residential areas. ______Fauna - No protected areas are to be loca Low

Government of uttor Prodesh. Public Works Deportment. Lucknow, Project Co-ordinating India S Consultanls (PCC) Services for uttar Pradesh Slate Roods Projecl Environmental Management Plan (Bangarmou Bypass) DHV Consultonts BV December 2003

Attribute Descriptlon of Impacts SignKifcance ______j A ssessed with the influence area of the route. - There is no record of any rore or endangered species of fauna near ______the project route. Land use - There isproposal to acquire 8.1 Ha of High land for the proposed alignment. - Further, there will be natural land-use succession following improved

connectivity. _ Water No hand pumps are to be removed Low Resources for the proposed bypass alignment - Pollution of water resources such as ponds adjacent to the proposed alignment and rivers/canals crossing can be effectively mitigated if ____ _ appropriate steps are taken. - Human use - No public property is being impacted Low Values directly along alignment route. | Resettlement - A to½. of 87 families will be affected. Low No displacement of families is | involved.

3 CLEARANCE

The contractor is required the following clearances to obtain after mobilisation but before construction works start

* Clearance of Engineer for location and layout of Worker's Camp, Equipment yard and Storage yard.

* Clearance of Engineer for Traffic Management Plan for each section of the route after it has been handed over for construction.

* Consent of the Uttar Pradesh Pollution Control Board for each hot mix plant used by the Contractor.

* Any other clearance which UPPWD or Supervision Consultants deem fit to obtain.

In addition, the Contractor will submit an assurance to comply with the EMP provisions to the Engineer.

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED

A description of the various management measures during the various stages of the project is provided in the following sections.

4.1 Pre-construction Stage

During the pre-construction stage, the management measures required will include, clearance of the proposed ROW of bypass, tree plantation for compensating the lost trees and afforestation for increasing tree cover, measures for protecting/replacing/restoring community resources such as hand pumps and other utilities likely to be impacted before the start of construction activities.

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4.2 Construction Stage

This will be the most crucial and active stage for the Environmental Management Plan. The monitoring of the construction activity for the pollution levels to be within permissible limits, will also go simultaneously as the construction progresses. To facilitate implementation of the enhancement and mitigation measures suggested, working drawings of the some are provided in the Appendices. The applicable MoRTH clauses to be followed have been compiled and are given in Appendix 1.In addition, the need for a balanced evaluation and planning for risks associated with construction activities related to roads such as accidental spillages and consequent damage to the surrounding environment in terms of loss of flora and fauna, agricultural crop or worse fertile land, continues to grow in importance. Other possible locations where a rsk assessment' will be- useful include the locations of Hot Mix plants (spillage of fuel, bitumen etc) and labour-camp sites. The site selection procedure for construction workers camp has been given in Appendix 11 4.3 Operation Stage

The operation stage will essentially entoil monitoring activity along the bypass alignment. Monitorng for pollutants specified in the Monitoring Plan will serve the two purposes. In addition to checking the efficacy of the protection/mitigation/enhancement measures implemented, this will help to verfy or refute the predictions made as a part of the impact assessment. Thus, it will complete a very important feedback loop for the UPPWD.

The measures adopted and/or to be adopted during different stages of the project have been detailed in Table 4.1.

Table 4.1 Environmental Management and Action Plan for Bangarmau Bypass On Route 4A

Environmental Enhancement/ Reference to Management Acton Implementafon Issues/lmpacts I Mitigation Measures Contract Documents II Responsiblttes PRE-CONSTRUCTION PHASE Uncertainties con- Refer RAP for Details ceming land and other assets acquisition Inadequate Refer RAP for Details compensation and other grievances I Tree clearance (52 |Compensatory j.Indian Forest ACt I*Only trees marked trees .*UPFDC, Sc, PWD & to be cut) I plantation & (1980) will be felled. Fforest Department additional * Compensatory i plantation i plantation of 104 trees @2 saplings for each tree felled.i * Removal of trees only within Cot. * Additional plantation recommended in available free spoce. This will help in encroachment I - _ _ prevention. I Grubbing & levelling IRemovol of remains! eProject eContractor will .FDC. SC & PWD trees to facilitote Requirement carry out the construction and -clearing of stum s_

I WhY n.knI o%gent h.* dedk ..ch,& V -Mh thePhycd eniron.-nt. Reftket Action Pion QdCdJ*USeq,,iy 1eatdtlu on t s -eonon.o- e cp.. ConikVncy P l WYory be adopted to et od. CeoVc- tfI -th .e tt_ ich t-e hi -w at predcting Aty Wd poboih ty of occ.wnce ith "W C t dewe at cC-one. NwwoV fIed prOPhorYn cf the -egency o.x e e o ooci, kept OF-oyo ,tond-b to oornt .vch a ihsO .

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Environmental Enhancement/ Reference to' Implementation Issues/Impacts Miltgation Measures Contract Documents anageme Acin Responsibilaties carting away of and levelling remains. I * Carting away will I bedone by Ihe contractor after ! the stumps are i removed from the ______Ij____ ground. Siting of constructioni *Siting wAil be Project * Contracli SC. PWD yard finalised after *Requirement Iprepare a site plan.l approval of SC who * The contractor will will look into site Rhe u avoid site nePr I and planning of the! water-courses for contractor. site fuel & lubricant storage areas. Machinery ond equipment orea will be protected. CONSTRUCTION PHASE (earthworks: road construction; camp site operation: procurement of material from quarries, crushers and borrow areas; traffic management during construction) Borrow pit .None None *No borrow pit s None exploitation causing required_to be loss of productive opened as flyash is land proposed to be used as fill material Erosion of embank- *Earth works *MoRTH 306.3. *Inclusion of eSupervision ments consult- shoulders and specifications to MoRTH 307 shall be appropnate items ant, PWD. to deteriorafion and stable slope mitigation monitoring of PCC. affecting stobiity construction, com- measures In this im- compriance during and integrity of road pacting and laying pact construction and out turf includrng appropriate watering untOl administration of ground cover Is fuly contracts will be estobrulhed. These ensured. measured are required at crossings of major water bodies at design chainages 1400.0 to 1500.0). Standard turfing wfi be provided at slopes of embankmenls of the minor bridges Measures to be adopted are: .Discharge zones of ! drainage structures I i(culverts and bridges) will be provided with ! jriprap.iI .Construction in ero-! sion and flood prone areas will be restricted in monsoon season. 'Side slopes will be kept flatter i wherever possible. and in case of steeper slopes it will i be established i emechanically and I covered with stone pitching specially at new bridge/culvert locations. . Bypass alignment is not prone to flooding. No ______

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Environmental Enhancement/ Reference to M I Implementation Issues/Impacts MHtigatlon Measures Contract Documentsj| RespontAcionte specific measures required.

Safe site for jSite to be located i -Contract .PWD will approve construction at least at 500 m .PWD, Supervision workers' Requirement the site chosen by Consultant camp ! down wind from i and the contractor Contractor Bangarmau town A * Conditions will be I.PWD. PCC generic plan for the; put construction in contract Consultant camp document for along with various location facilities of site at and their above specified I locations is distances. indicated in Drawing 8NBP. 1 ii Sanitation and *Properavoilability .MoRTH 105.2 *Contractor will disposal facilities at of drinking water iPWD. Supervision construction workers install temporary Consultant and and sanitation toilets comp facilities with septic Contractor at workers' tank/sook pits. camp i oContractorwill ,.PWD, Supervision provide suitable Consultant and collection and Contractor disposal system for domestic refuse. For collection of domestic refuse dustbins in adequate numbers wil be provided. i The coflected waste w3i be disposed off at the I nearest municipal ______disposal______site. Cooking fuel at *Workers' should not, *Contractor workers' camp depend will *PWD. Supervision for ensure availability cooking on wood. Consultant and of kerosene oil Contractor Inclusion of the above conditions contract documenti w,ll be ensured. I Health focilities at eAvoilability of first *The contoctor workers' camp aid and will I *PWD, Contractor. health ensure first facilities aid PCC and boxes in adequate Supervision Con- numbers and m Skesultont i shift dispensary | manned by a m compounder , at ! ~~~~~~~~camp.The ! contractor shall i i ~~~~~~~~~~alsoensure that a physician is available at site about three times a week. The above condition will be Iput in controct Idocument. AIDS/HIV awareness *Workers to be campaign at *To organise *NGO and i mode aware of awareness workers' camp HIV/AIDS and contractor, PWD programme every j and Supervision protection meas- month ures. Consultant Damage to services *Relocation of any .MoRTH 110.2 running parallel or .Potentially affected -Supervision Consult potentially affected services across the proposed services identified i ants/ Contractors/ prior to design stage. alignment of byposs commencement of PWD during construction any construction leading to works

interruption in supply |Controctors will bes .MoRTH 110.6 *Service undertakers *Service

Government of Uttor Pradesh. Public Works Department, Lucknow, India Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) DHV Consultants BV December 2003

Environmental Enhancement/ Reference to t Ath Implementation Issues/impacts Mitigation Measures CContracf Documents IManagemen ctn Responsibilties responsible for I will be notified for iundertakers/ identifying and ! relocation and !NGO/PWD/Supervi- safeguarding necessary sion Consultant services adjacent I programming to to works and for avoid construction compensoting idelays (inci. statutory I payments). undertakers for any accidental damage to such services. j| o.Relocation works .PWD/ Supervision will be completed Con- by service sultant/Contractor | I underlakers before road construction works proceed in accordance with ; an agreed programme. iInclusion of *PCC Consultant appropriate I and PWD clauses in con- struction contracts; monitoring of compliance during construction and proper ad- ministration of con- I trocts will be ensured. Fire Prevenfion eAdopt safe work *MoRTH 111.6 eProvLdon of .Contractor prictice and have adequate fire adequate lire fighting equipment) fighting facilties _ Presence of *Contractor to *MoRTH 105.2 *lnclusfon of jPCC Consultant. contractors provide own appropriote ;supervision workforce increosing suitably equipped clauses in con- consultant and pressure on already and staffed site structiori controcts; PWD strdned local emergency medi- monitoring of faciTities including cal facilties. complionce during health &medicol construction and facilities t proper ad- ministration of con- tracts will be ensured. Incomplete post-use .Contractor will *MoRTH 105.2 !.Inclusion of .PCC Consultant. clearance and rein- prepare site appropriate Isupervision statement of base restoration pians for clauses in con- j consultant and camp, leading to approval of UPPWD! struction contracts; i PWD loss of land and to implement monitoring of i *Supervision consult- productivity or these plans fully compliance during ants/ PWD/ additionol costs for prior to demobi- construction and I Contractor land owners to rein- ! lization. All proper ad- state land i temporary works ministration of con- I sites to be notified tracts will be -Supervision consult- by the contractor I ensured. i ants/ PWD/ Iprior to use. The .AII sites will be ! Contractor contractor will photographed to ensure testoration record pre-use of site to peruse state. The contract i conditions. j document should have a condition to restore in peruse stale. eBOQ's will include nominated lumsum for reinstatement of ______I______temporary site.

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Environmental Enhancement/ Reference to Implementation Issues/impacts Mitigation Measures Contract Documents Management Action ResponsibnlH'es Pollution of land, . During construction * MoRTH 306.3 . Monitoring of *PCC Consultont, ground water and it will be ensured complionce during Supervision surface water arising that contractor construction and Consultant. PWD. from sanitary and does not dispose strict administration Contractor and other wastes and off debris in water I of contracts wilt be i Statutory spillages bodies. ensured. Undertakers *Sedimentation traps will be I provided near to . water body. .Soil laden run off .Provision of waste | *PCC Consultant, will not be diverted Idisposal site for Supervision to water bodies by i disposal of waste Consultant. PWD, provision of j from construction Contractor and sedimentation trap. and storage yard Statutory will be made. Undertakers .Vehicle .PCC Consultant, maintenance and Supervision refuelling will be Consultant, PWD. confined to areas Contractor and under construction j Statutory yard to trap i Undertakers discarded lubricant and fuel spills. *Sanitation waste *Seporate septic !PCC Consultant. from workers' camp tanks shall be used Supervision Consult wil not be diverted for disposal of ant, PWD. to water bodies. sanitary waste | Contractor and The woste water will Statutory Under- be diverted to takers septic tank. *Controctor's to pre- *MoRTH 105.2 *Monitoring of *Supervision Consult pare. for UPPWD's I comprionce during ant. PWD. approval detailed construction and Contractor and public health strict administrotion Statutory Under- utilities plan for the of contracts will be takers | workers comps and ensured. other works sites. which make adequate provision for safe disposal of al wostes and prevention of spiu- ages, leakage of poliuting materials etc. .Contractorwill be *MoRTH 306.2 eMonitoring of *Supervision Consut required to pay all compliance during ant. PWD. costs associted construction and Contractor and with cleaning up . I strict administration Statutory Under- any pollution of controcts will be takers coused by their Iensured. activities ond to poy full compensation to those affected !,____ Contractor's water aContractorto make' *MoRTH 306.2 |Monitoring of *Supervision consult- abstroction resulting suitable .I compliance during I ant. PWD, PCC in depletion of arrangements for construction and Consultant scarce water own supply and Istrict administration resources with local protection of water; of contracts will be users and protection bodies from ensured. of surface water pollution bodies from .Silt fencing to be i construction provided all around! activities the bose of the stockpile of I moterials wherever | material is stockpiled near water bodies as per I typical drowing T-7 _ !

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Environmental | Enhancement/ Reference to M ement A I Implementation Issues/Impacts I Mitigation Measures Contract Documents ana ction tesponscblles Construction traffic I.Contractors will use *Contract iMonitoring of -.Supervision consult- causing pavement I appropriate Requirement compliance during ant. PWD. PCC and structure vehicles and to construction and Consultant damage due to I complY with legal | strict administration overloading. gross vehicle and I of contracts will be I increasing axle load limits ensured. congestion and -Contractors will .MoRTHI 19 & .Preporation and * Supervision increased road repair damage at MoRTH 111.11 enforcement of consultant. PWD. safety hazards own expense traffic PCC Consultant management plans! wili be ensured by I the supervision i ______I consultont. Road safety hazards *Controctors wDIl .MoRTH 112 e.Monitoring of *PCC Consultont, associated with take all reasonable compliance during supervision temporary traffic measures to construction and consultant and diversions minimise interfer- strict administration PWD ence with traffic of contracts will be flow and to provide ensured. .safe transit ot I diversions _ _ ___- _ Air pollution from as- .Asphalt and Hot mix ! *MoRTH II 1.5 *Monthly monitoring .PCC Consultant, phalt and Hot mix plant wi be located j i of air pollution and I supervision plants, construction in down wind timelyactiontoade- consultant.PWD yard and due to direction at a crease the and contractor movement of j minimum cistonce of pollutant mechanical 500 m from urban concentration by compactor. I towns and viages appropriate . along prcect route. measures will be taken up. *Trucks conying con- *MoRTH 111.8 *The supervision *PCC Consultant. struction material consultAont will supervision wifl be covered enforce the consullont. PIU and with tarpaulin to mitigafion contractor avoid spilling. The measures flyash to be used as suggested through embankment fill efficient monitorng. material. Contractor will ensure thot transportation is done in the semi ! wet form and trucks cOriying this material are covered with ! Tarpaulon I .Water sprinkling will .MoRTH 111.8 *PCC Consultant, be carried out in I supervision mornings ond eve- *consultant. PWD nings on hOul roads I I and contractor and compact surface. eVehicles and !MoRTH I11.1 .PCC Consultant. construction supervision machinery will be i consultant. PWD mointoined to I and contractor conform emission standards specified . bySPCB. i *Stock piled sand .MoRTH 111.1 *PCC Consultant. flyash and stone will -supervision be wetted before consultant. PWD loading. I and contractor .Construction debris shall be disposed j only at designated I ___ _ sites.il ______I si es , ______-______Water and land I The supervision Project Requirement | PWD. Contractor pollution due to consultant to specify! i and supervision handling of fly ash in | moisture level in fly I consultant wet form I ash (for semi wet at I i point of lifting from j _ ...__._. _ | Panaki Thermal______

Government of Uttar Pradesh. Public Works Department. Lucknow. India 12 Project Co-ordinating Consultants (PCC) Services for Uttor Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV December 2003

Environmental Enhancement/ Reference to i Implementation Issues/Impacts Mitigation Measures Contract Documents Managemen ActIon mResponsibilities power plant. Further it should be stock piled on an I impervious surface and embankment filling should be done after the ground surface has been provided LLDPE lining to protect land from heavy metal leaching. The stock piled fly ash will be covered with Tar paugln sheet else it will be covered with earth to.avoid air i pollution. Noise Levels .Construction yard .MoRTH 11 1.5 *Supervision consult- will be located at ants, PWD and 500 m away from j contractor Bangarmou town. _ eAII equipment will *MoRTH 111 |Supervision consult- be maintained in oants. PWD and good working contractor order.ln addition vehicles will have properly designed engine enclosures and inbuit silencers I *Construction work *Controct *Supervision consult- wTibe prohibited Requirement ants. PWD and between 10.0 PM - contractor 6.00 A.M. In the entire stretch of i bypass as it is close I to Bangormou town closed to hobitation. High Noise Levels *No noise sensitive *None *None .None receptor is falring along the proposed alignment. Hence no requirement for erection of noise barriers. _ _i_ Water Logging and eNeed to build drains *Design *The supervision .PWD, Supervision Cross Drainage in water logged Requirement consultant will I consultant and areas with properout ensure that contractor. fals at design contractor builds chainoge 1000.000 r up drains as per I to1100.000mof design proposed bypass specification alignment. The above locotions were found prone to water tovoggingi duting site visito I

|Need to build new |.Design .PWD. Supervision culverts crossing of Requirement i consultant and water bodies such ! I contractor. as minor irrigation I chornels. Nollahs, etc.

Accidents Hazards .Following safety * Design *The contractor t oSupervision and Safety ' measures designed Requirement and supervision consultant, PWD to enhance safety: consultants will and Contractor ensure that safety measures are con- structed as per MoRTH design.

Government of Uttar Pradesh, Public Works Department, Lucknow, India 13 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) DHV Consultants BV December 2003

Environmental Enhancement/ | Reference to | naement Action Issues/impacts Mitigatlon Measures Contract Implementation Documents!"' Responsibilitles .Developing of inter section as per !MoRTH specfications at end point and start ! point of bypass I _ Negative Impact on .To compensate for I.Design *PWD will ensure .PWD. Flora due to Cutting ! 52 number of trees Requirement supervision. of Trees availability of consultants. to be cut 104 I budget number to State contractor. NGO. of trees wvil l Forest Department be planted. Forest Department faor plantation and MOU for the plantation consultation that scheme specified number between the I Public of trees are works planted. Department and | Forests Deportment given in Appendix Ill.

*The UPPWD will .PWD, supervision. ensure availability consultants. of budget to State contractor NGO. Forest Department ! Forest Department for plantotion and that specified Faun pantatoandnumber . of trees are i ~~~~~~~~~~~~~~planted. Negative impact on *Compensotory *Design Fauna .Engireer. plonlofion ond Reqtirement PWD wi additional ensture the plantation sholl protection of the nofive provide habitat to species of nesting Avifouna birds along the lost due to cutting bypass alignment. of trees. *Construction workers shall be trained about sofe handring of animals if found by chonce i The contractor vill i arrange necessary I troining to workers on these aspects. The cost have been, budgeted in I training component. I

Cultural Severancess No shrine to be .None t.None . shiffed in proposed! None alignment of bypass. ______Occupational Safety _ oConstruction .MoRTH 111.6 .Thecontractorwill and Health workers .PWDO PCC. will be ensure adequacy provided with per- contractor and and avoilobility of ! supervision con- sonal protective 1 PPEs. equipment (PPE) sultant. such as earplugs, helmefs, sofety shoes, gloves. etic. i ._ _ ._ _ __ - i i| Bridge construction __ _ . The construction ! Design _ __ on rivers, canals, .Maintennce of re- . PWD. Contractor should be in lean Requirement cords Minor irrigation of desiltation season flow as given distributaries in EMP. and ! Oil interceptors o Design Nallas and sedimentation! Requirement traps should be installed to avoid contamination of canal water by oil and debris /soil.

Government of Uttar Pradesh. Public Works Department. Lucknow. India Project Co-ordinating Consultants 14 (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV December 2003

Environmental | Enhancement/ Reference to Management ActIon Implementation Issues/Impacts Mitigation Measures Contract Documents 1 9 ! Responsibillites Siltation into water a) Slit fencing will * MoRTH :306 [ .Conditions will be Bodies be provided at *put in contract the base of the . MoRTH 306 | document. embankment for the entire perimeter ofa any water bodyi (including wells) as per detail in ! drawing I

b) Siltation of soil into the water bodies will be i prevented as for as possible. The contractor will take all i reasonable measures in this case. j c) A construction materiali containing fine particles shall be stored in an enclosure such that sediment - laden water does not go water body. Torrent Run off a) No tree or * MoRTH: 201.2 * Condtions wil be vegetation included in other than I contract those document. designated for teling will be . MoRTH 306.2 & 4 I cut. b) The contractor sholt toke atl necessory precoution and I construct temporary/ permonent i devices to iif prevent water pollution (due ! to siltation and ' increase of turbidity).

_ _ _ I ______

Government of Uttar Pradesh. Public Works Department. Lucknow, India 1 5 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roods Project Environmental Management Plan (Bangarmou Byposs) DHV Consultants BV December 2003

Environmental | Enhancement/ Reference to Management Action implementation Issues/impacts Mitigation Measures Contract Documents, Responsibilities Alteration of ! a) In selection of ! MoRTH 305.3.7 * Conditions will be Drainage water body I included in earth, stone or contract any| . document. construction materials or appendage shall be property disposed off so as not to block the flow of water. b) All necessary C measures shall ! MoRTH 306 i Conditionwi be be taken to I included in prevent I contract !earthwork, document. stonework, materials and appendage shall be properly disposed off so I far as not to block the flow of water. i _ Contomination of a) All measures will * MoRTH 111.1 Conditions will be water from be taken to included in construction wastes prevent the contract waste water document. produce in ! construction from entering directly into | water body as directed by ! engineer. I b) Construction ! works on river i shall be avoided during I monsoon c) The discharge standards promulgated under the Environmental Protection Act. 1986 sholl be strictly adhered to All waste arising from the bridge is to be disposed off in the manner that is acceptable to the Uttar Pradesh State Pollution Control Board (UPSPCB) and the engineer.

Government of Uttar Pradesh. Public Works Department, Lucknow. India 16 Project Co-ordinating Consultants (PCC) Services for Uttar Prodesh State Roods Project Environmental Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

Environmental Enhancement/ Reference to M e Issues/Impacts Mitigation t Actl Implementation Measures Contract Documents Managemen c on Responsibilities Loss Damage of a) All workers are Disruption *Supervision 1 to fauna to be carried consultant out in such a and contractor fashion that the wnl ensure this. damalge or w e disruption to i aquatic fauna (like different i i bird species like peafowt gary partridge etc. is minimum. fb) Hunting and unauthorized fishing will be prohibited.

Environmental . Ambient air quality . Contract monitoring ! Records to be .PWD. PCC, during I to be measured Requirement maintained Construction Phase fur contractor and once in a season reporting and for (except supervision con- in mon- future reference. sultant soon) at location specified in monitoring plan. Monitoring standards provided in Appendix IV. * Water quality .Controct 1.PWD. (ground PCC. and Requirement | | contractor surface) to be and monitored I supervision con- once in sultant a year (except monsoon season) at locations specified in monitoring poFn C D * Noise levels to be ...... Contract .. *PWD.PCC, monitored once in ! Requirement contractor and a season at locations supervision con- specified sultant in monitouing plan. Moniloring standards in Appendix IV. I* Soil quality along *Contract .PWD. contractor i RoW to be Requirement I and supervision monitored once a I I consultont yeor.

* Monitoring of con- !Contact * Records will be . PWD. Supervision struction sites for ar-I requirement maintained for rangements consultant made ! reporting and for for protection future reference. measures at ! storage areas. drainage. . Inspection of construction camps. for sanitation

_ _ _

Government of Uttar Pradesh, Public Works Deportment. Lucknow. India Project Co-ordinating 17 Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV December 2003

Environmental Enhancement/ Reference to Contract Management Actio I P Issues/Impacs Mitigation Measures Documents M A n T mResponsibilities Flyash handling and I . Fly will be l Project Requirement | SC will decided . SC, PWD Contractor usage Itransported in semi moisture content of wet form ash to be transported I from power plant site Trucksflyash carrying bypass site. Trucks carrying fyash* -Project Requirement ~~tot ba SC, PWD Contractor

|Trapaulin sheet

. Stock pilled fly ash i .Project Requirement The 'SC' will decide i SC, PWD Contractor will be kept wet by | water spray i water spray at frequency on stock constnrution site, piled flyash. Altematively the stock piles will be covered with Tarpaulin sheet. .e TheSC wilI ensure . SC, PWD Contractor * The embankment -Project Requirement that embankment filling will be done filling is done after after proper lining proper lining to with LLDPE sheet. prevent leaching of heavy metals. Impact due to delayed * Traffic manaFement . Project Requirement *PWD will approve . SC, PWD Contractor construction of Bypass plan to be prepared by traffic management the contractor plan through supervision consultant . Improved sign ages . Project Requirement *Supervision . SC, PWD Contractor including rumbled cnutn n W strips, speed consultant and PWD restrition signs and will ensure improved speed breakers will be sign ages provided Enhancenment Measures Enhancement of Road No pond proposed to *None *None None Side Ponds and Waer be enhanced in the Bodies proposed alignment of bypass.

Road side Landscape *Plantation along the *Design Requirement .Necessary details of *PCC, PWD, bypass alignment shall outlines enhanced Supervision be as per the typical measures will be in- Consultant, NGO and designs provided in duded in contract Contractor, UP State Drawings BNBP-2W document Forest Develpment to BNBP-2tC), subject Corporation. to the approval of these from UP Forest Development Corpo ration. Suitable design as per the land avail- ability shall be pro- vided. Cross drainage and * Desiltation of drains *Design Requirement .Maintenance of re- *PWD flooding to avoid water logging cords of desiltation as . Enhancement works given in EMP will be on water bodies shall ensured. be taken up only in dry season

OPERATIONAL PHASE Increased Air Pollution .Ambientairquality .Project Requirement -Monitoring frequency .PWD monitoring at follow- j is thrice in the ing locations operation phase. -Start point of bypass -End point of bypass

Noise Pollution .Noise pollution moni- .Project Requirement .Monitoring frequency .PWD toring at start and end is thrice in the points of bypass. operation phase.

Government of Uttar Pradesh, Public Works Department, Lucknow, India 18 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) DHV Consultants BV December 2003 -

Environmental Enhancement/ Reference to A ImplementatHon Issues/impacts Mitigation Measures Management Action' epnIblte Contract Documents Respons_b___co es

*Local unit of PWD to ensure I maintenance and 4fi ______| to m ake inspection I Water Pollution IProvide 4 nos. of oil-1 .Project .Monitoring |pWD cum-sediment traps Requirement frequencyt thrice in ! at ends of ditches operation phase. near following ! ilocation of water I bodies km 1400.0 to I 1500.0 .Monitoring of surface and ground water quality at following locations at least once a year: f.Riveratdesign i choinage 1.868 to Proposed alignment .Well at design chainage 1.44. Soil Characteristics eMonitoring of soil eProject .Monitoring .PWD quality of Requirement frequency agriculturol field maximum thrice in close to RoW along operation phase. the proposed alignment- Maintenance of .The soprings shall *Project .Appointment of an o.PWD road side plantation be planted and Requirement engineer for sholl be watered at arboriculture and regular intervals, staff to assist him eReplacement wiui be done. planting for dead *UPPWD respective saplings, unit will keep vigil in ______surv.val.v l ______uv Possible undesiroble *Vigilance to *Project eNevwy constructed *UPPWD and the induced prevent Requirement bypass will be Environmental and development unauthoelsed devel- property Sociol opments and maintained. Management unit effective control by j under PWD. regulations and control _ of land use __ Problems arising with! .Inleraction with *Project *Recommendotions *Statutory Authoritie generol road safety ' local community to Requirement made will be im- | specified under due to increase in explain road safely plemented in I various laws traffic j aspects, coordination with other departments (RTO. UPSRTC. Private transport i operation. Education Depart- ment. Zila Parishad. ~~~~~~~..._j___- __ I - -_ ~~~~~~~~~~~~~etc.) _ ..... L ._ -... Problems arising with; .Interaction with .. . general road safety drivers and driving due to increase in institute to imbibe traffic i aspect of road safely in driving. Ilnteraction with state road tronsport undertaking (UPSRTC) to train drivers in use of the bus-slop and road troffic safety measures. The troining cost to drivers included in training component.

Government of Uttar Pradesh, Public Works Deportment, Lucknow, India 19 Project Co-ordinating Consultonts (PCC) Services for Uttar Pradesh State Roads Project Environmentol Monagement Plan (Bangormau Byposs) DHV Consultonts BV December 2003

Environmental Enhancement/ Reference to i Implementatlon Issues/impacts Mitigation Measures Contract Documents ManagemetAction R nslbltes j*Maintenance of road safety infrastructure to be done properly and ; timely.

5 IMPLEMENTATION ARRANGEMENTS

The responsibility of implementing the mitigation measures lies with the UPPWD. All construction activities being taken up by the contractor under the Supervision Consultant (SC) will be scrutinised by the PIU. The responsibility of implementing the mitigation measures lies with the UPPWD. All construction activities being taken up by the contractor under the supervision consultant (SC) will be scrutinised by the PWD. Reporting system has been given in Appendix V. The UPPWD will appoint NGO for the implementation of RAP. The some NGO will help the contactor and supervision consultants in getting the equitable agreement signed for borrow pit development / post use restoration between owner of the land and contractors. The NGO shall also help PWD in supplementary plantation / compensatory plantation mainly to supervise survival rate and for involvement of farmers whose land is adjacent to RoW. NGO's terms of reference will include these responsibilities in addition to RAP implementation responsibilities. Specifications for environmental management works and given in Appendix VI. Implementation schedule is worked for phase wise implementation of the mitigation measures as discussed below. Assuming that the clearance for the project is received from all the concerned authorities by the end of November 2003, pre- qualified contractors will be finalised by November 2003 and tender document will be ready by January 2004 for issue to pre-qualified contractors and actual construction can commence in October 2004. In the pre-construction phase of the project the supervision consultants shall review the EMP and RAP to identify environmental and social issues and arrive at a suitable strategy for implementation. The activities to be carried out and the target dates are presented in the Table 5.1.

Governmenl of Uttar Pradesh, Public Works Department, Lucknow. India 20 Proiect Co-ordinating Consultonts (PCC) Services for Uttar Pradesh State Roads Project W TI I o_ - 1 I I 1111 _

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lli.lX i .1 ]1i Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV Decem ber 2003

6 INSTITUTIONAL STRENGTHENING AND TRAINING 6.1 Institutional Strengthening

The current management status of UPPWD is found to be inadequate to scrutinize implementation of the mitigation measures. The present organizational setup is modified with an objective of strengthening the current management capabilities for implementing the environmental measures and to make environmental management regular, efficient and sustainable in the long-term.

The environmental management plan envisages on-site monitoring of construction activities and analysis of the samples collected. For this purpose two chemists would be required. While they will be based in Lucknow, the collection of samples will involve travelling to the sites where construction is in progress, as well as where specified in the monitoring programme. Other support staff will be procured from the UPP'ND's own manpower as required. Thus an induction of 4 more people is envisaged into the PIU. The engineers and chemists are available from the UPPWD staff itself. While the former are expected to be from the filed staff, the latter will be deputed from the Research Laboratory of the PWD, which is a designated Test House, as notified in the Gazette. It is presumed that management cell based on above recommendations will be available before start of,X implementation of Phase 1.The organisation structure for Phase 11implementation is' given in Figure 6.1.

6.2 Training

The training before start of construction works is important as a part of UPSRP if training component the contractors. Personnel will be recipients of two modules of training. These modules of training will focus on the following aspects Module I

* Environmental Overview * Environmental Management Plan implementation Environmental Impact Assessment Environmental Regulations and Acts Environmental pollution associated with road project Environmentally sound construction management * Road projects and environmental issues Module 2

* Environmental Management in construction * Safe handling of animals, wild life and chance finds during construction. * Training to UPSRTC drivers on safety aspects and usage of bus stops.

In addition to above training the environmental specialist of supervision consultant and that of contractor will also organise regular training of construction workers at construction side.

Government of Uttar Pradesh. Public Works Department, Lucknow. India 22 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypassj December 2003 DHV Consultants BV

The implementation organisation chart for phase 11is given below in Figure 6.1 Figure 6.1 Proposed organisational set-up for UP State Road Project-lf (Phase II)

______C hief Engineer - -World Bank

Project Director- f | UPSRP-I4

Social [Environment LAQ I Architect AE-4 I Revenue AE-4 AE-2 Asstt.Architect |Kanoongo - 4

CIRCLES E-1

Divisions ...... XEN-1 u..... AE-4 s r ~~ ~ ~~JE-8 * Isupervision NGO UU-U- UUuUUUUUUU-|onsultant Civil Engg.-2 Sociologist-2 . . . UCD Expert-1I IR Expert-I .

U~~~~~~~~~

...... F1 PAPs Contractor 1 m-.u-

Note: 1. The Assistant Engineer and Junior Engineer in the will also division incharge of the subsection of the be the incharge ofsocial (RAP) and Environment corridor 2. The (EMP) issues. senior most assistant engineer in the division social will be overall incharge of the internal and environmental issues in the division monitoring of as a whole and will report to the Head office.

Government of Uttor Pradesh, Public Works Project Department. Lucknow, India Co-ordinoting Consultants (PCCOServices 23 for Uttor Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) DHV Consultants BV December 2003

7 ENVIRONMENTAL MONITORING

7.1 Introduction

The environmental monitoring programme provides such information on which management decision may be taken during construction and operational phases. It provides basis for evaluating the efficiency of mitigation and enhancement measures and suggest further actions that need to be taken to achieve the desired effect.

The monitoring includes:

(i) Visual observations; (ii) Selection of environmental parameters at specific locations: (iii) Sampling and regular testing of these parameters.

7.2 Objectives

The objer-tives of the environmental monitoring programme are:

* Evaluation of the efficiency of mitigation and enhancement measures: * Updating of the actions and impacts of baseline data; * Adoption of additional mitigation measures if the present measures are insufficient; * Generating the data, which may be incorporated in environmental management plan in future projects.

7.3 Methodology

Monitoring methodology covers the fo!'owing key aspects:

* Components to be monitored; Parameters for monitoring of the above components: Monitoring frequency; Monitoring standards; Responsibilities for monitoring: * direct responsibility, * overall responsibility; Monitoring costs.

Environmental monitoring of the parameters involved and the threshold limits specified are given in Appendix 111.

Government of Uttar Pradesh, Public Works Department. Lucknow. India 24 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) DHV Consultants BV December 2003

The monitoring plan along with the environmental parameters and the time frame is presented in the Table 7.1.

Table 7.1 Environmental Monitoring Plan for Bangarmou Bypass c i - MONITORING I instHtutHonal Responsibilttles

0 CL Iimplementa. l~~~~ uevso T E SE Pparameters Special Standards Location Frequency DuraHion ~~~Guidance t Speoiio _ _ _ - _ _ . _ , _ _ _ _ . _ _ _ I iSPM. RSPM. High voiume WAirPreven- Wherever Twiceayear Continuous Controctor lEngineer. SO2. NOR. sompler to tion and the (winter ond CO, 124 hours/ or through op- UPPWD ! 0 HC Ibe located Control of contractor summer for I full proved o50 m from Pollution) decides to season) for 2 working day monitoing *the plant in Rules, CPCB. locate the years agency thet down- 1994 Hot mix I windw direc- plant i tion Use c rimethod 10 o fJ i ispecified by CPCB for i anolysis _ I jSPM. R"M High Volume Air (Preven- IStretch of IThrice o yeor Continuous IControctor |Engineer. i .Samplerfto tion ond the bypass (winter. 24 hours/ or through ap- ;UPPWD ibelocoted Control of where summer o and for I full (proved I 40 m from i Polluion) construction pasto working day monitoring cthe plonin Rules. CPCB. isinprogress monsoon igency o the down- 1994 atsite seosons) for i wind direc- 2 yeors tion Use ! I E itimethod o I I ! ;specified by i i i CPCB for _- - j RSPM.onoiysis + i ,NPMRSO.. HighVolume Air(fPreven- 1Startpoint Thrice in op- Continuous IPWD UPPWD cS02, NO.,. i'Sampler to tion and of bypass erotion 24 hours 1 ' oCO.* Pb. HC be located Control of 2 E.d paint period. Dec j j° oa l .at IS m from Pollution) ofbyPSs 2005. Jan the edge of Rules. CPCB. 12008ond ; pavement 1994 .Jan2011 pH. BOD Grob Water ].Riverat Endofsum- -Contractor Engineer. |COD. TDS 'somple quality chahoge mer before DO.Oil tthough op- JUPPWD *TSSicollected stondards by IJ.6 the onset of proved °& Grease from source CPCB 2.oWe monsoon imonitoring c 'andPb land onlyse located at every yeor agency as per choage tor 2 years _ .~~Standard t14 Methods for . cExamination ' 0. f.ofQ Water i andc Wos:ewoler ! ! I ___

Government of Uttar Prodesh. Public Works Department, Lucknow, Indio Proiect Co-ordinating 25 Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangormau BypasS) DHV Consultants BV December 2003

c -E MONITORING Itnstuuonal Responsibllfies U E>l..Parameters SS! Poometen GujdSpecial Standards Gudace"oni LocaHfon Frequency Duration il e ;mentaSupervislon U~. ~~~__ ~~~~~ .__ _ .._ .,___ . pH. Grob ;Water i:.Riverot iBOD.COO.TD.somple Endof sum- - PWDO UPPWD !quality i choinoge Imerbefore I |S,TSS. DO. ;collected standards by 1.868 Pb. Oil and Ithe onset of |from source !CPCB 2. Well monsoon in iGrease. aond onatyse located at 2005. 2008 cosper chainage ond 201 1. iStandard 1.44 Thricein Methoas for operational Ifi iExomination phase. Once! i of Water ! iin a year. ! Iond I joslewoter; Floocring Flooding lWater At locations Thrice in IPWD and locations to Iquality of UPPWD Cleaning flooding operation of Ibe identified standards of and phase in pre Vi drains/woter and choked CPCB and locations monsoon Zr aO bodies droins. water cleaning 0 Identified by season of i ~ ibodies; sholl be to the PWD. 2005.2008 under going the satis- and2tl1. osiltotion ond lfoction of O i ai subject to the Engineer g$ i i !debris -PWD) |i disposal shoud moni-- ;fored under ior ning op- i i erotions. The idrdins - j1den!;fied prone. siltation of i |flooding. i i ~~~choking etc.|i Ishould be Iclecned j before stort t I Noise of monsoon . I I __j_ t ~~seoson. , I lNoisetevels !Free field ot !Noise ston- At Thrice a year Reodingsto iondB (A) 'm tomhe dards Contractor Engineer. by equipment 1(winter, betakenat throughap- i scale IUPPWD equipment ICPCB yards summer ond s5seconds j 1whose noise j post proved ileves interval for imonitorng ore monsoon 15 minutes aogency beinadeter- i season)for every hour Imined. tw yeors. as ond then i ; . required by overoged. ! the engineer The reading 41v; will be taken; .24 hours of r- I th~~~~~iil e taken Noise levels Equi. ient Noise stan- As directed ion dB (A) Thrice a year Redings to Environment Engineer. inos~!ves dards byIby theEnier 'ni.for 2 yeorsvldrsb bbe takenh otfa el PDiPW scale usin.. an ,CPCB |Engineer(At during intec:oted the 15seconds !through op- I I .maximum 2 construction interval for proved vi I | ' noise level locations) Q) mel.' kept . I51peod. minutes !monitonng S ! every hour agency olata cis- and then '6o! | to-ICocofIo !!veraged . Z ~oftIs . :from edge The reoding tof Ipav-nient will be token j24 hours of S _-| i !_ ;the day. -Noise levels Equ-a:flent Noise stan- 11.Start point jThrce ion dB (A) in op- iReadings to PWD Engineer. noise levels :dards by of bypass ;eroaion be token jscole at through on UPPWD i2 an C End point jperiod, in j IS 0 ! -intecr:oted seconds approved noise level of bypass *Dec 2005. interval for monitorng jJan2008 1minutes agency 1 -iic 1 -meter kept i al o cis-2011. andna Jon every hour = nd thenh |0 j-tonce :of ~anai-soof ISjjaergd oSveraged.- Sa. | ; from edge , The reoding ! i° of ; i opa v en ; v i~~~~~~~~~~llbe taken 24 hours of i _ _ _ |______i _ _ _ _ ithe da y.

Government of Uttar Pradesh. Public Works Deportment. Lucknow. India Project Co-ordinating Consultants 26 UFCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

- -; i MONITORING Eaaetr;- -- ; Se 1 IInstitutionol Responsibilmffes __E |--.-.. Specia Par_mefers_ G 1idn SandordsSe Locotion ~~~~~~~~~~~~~iImplementa-I I Frecuency Durotion i 'Supervision Monitoring |Sampieot iThresholdftr jAt Once a year- of Pb. Cr. Cd soil leach Iproductve iContractor iEngineer. 1, 0collected for 2 yeors -ithrough an !UPPWD to 'contominant agrcultural ! ax lbeacidified set by IRIS lands !Opproved i iand database of abulhng monitoring icanc>ysed aogency *. *_i IUSEPA until proposed iusing ;national olignment ot . aobsorpfion standords Ibypass and i spec ropho- are I I lome.ry promulgate diversions. I S to f i jd. be identified i 'O i | j by the Engi- | 4.neer .Monitoring Saomple of Threshold for At of heavy accident As per the Thrice in op- !Environment 5oil eoch / spill occurrence IUPPWD metals oil eration :ol Cell. PWD Icol:ected to contaminont locations of such P Iand grease iocid: ied !set by IRIS stoge for ; | rnc involving incidents monitoring database of bulk Ilurbidity , 9! lonc\sed USEPA until 2 itransport usins, notional carrying i r|obs_rtionIstondords Ihozordous o I ispec1topho- are materiols (S ijtalome:iy jpromulgote i I ! locations [d. maximum) ' ! I c iTurbidity in Visuc .obser- - As specified At the |Pre- jEngineer Storm water vations by the UPPWD . engi- drains. monsoon during site jneer PWD/ ponds and and post- 2 Silt load in visits c - Water rivers neor monsoon o ponds quality construction seasons of stondards site eoch yecr c _ _ | Turbidity ~~~~~~~~~2 yemr ~ ~ ~~for in Visuc: obser- As specified At mqaor e Storm water Thrice in fPWD | UPPWD votizns by the engi- water bodies operofion cduri:: site neer PWD/ identified by phase o Sil lood h visits Woter Stled in V Iqualitymosn the PWD. during pre- 2 Imonsoonr standasseosons ° int ______Iand 12005.2008. 2011. I _ -t-itoring n Viso: obser- !To the mAf Storoge of: Quonedyin iIPPWD vva;-Iis will satisfaction area and the or °E | g | I S'oriwe suffice. lof the - U PIU construction construction Area These ore to londthe camps c .be 'stage. * c c:-ecked istandords <}; v 2D|na2iGezen 1os s: ecified given in the , A rjongemen in teEMP reporting _ _I3.Sanitan aOsi- rCI Iform. ac I 03.Swtatfon orrri.tof 0i U lin Construc- rQ tion Canmps ISyslteml.the r- corling| i ! c IMonitorng llt sh- uid be As laid out in All along the i During the of tellingoftensL red that the Detailed -- forest UPPWD ireesf3 corridor tfellingofa Deportment aonly ase !Design for titrees ito assist in Lc |I(eeltroi hot !the project !,rdinaton co- c E' are ^Ned o | ; | iwithContractorl the a |Survivalrate |The:umber The survival e Allalong the Every year j- PWD rDa,i jof trees lot leCas rote should corridor UPPWD o|Success Ifor forinitiol o ' of surv:-..g be ot least Ire- dur* each 70%. below !during fivef years ; oa c vegetation visi' - !ould which oplalo -be replonlation phase. icor -:ared ;sholl be - i Iwith: 'umrber done. , j O 1°ip sco.11gs ojpl ed. iIi _ _i_!_!__I

8 REPORTING SYSTEM

Reporting system provides the necessary feedback quality for project management to ensure of the works and that the program is on system schedule. The rationale for a reporting is based on accountability to ensure that Environmental the measures proposed as part of the Management Plan get implemented in the project.

Government of Uttar Prodesh. Public Works Department. Lucknow, India Project Co-ordinoting Consultants (PCc) 27 Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) December 2003 DHV Consultants BV

The reporting system will operate linearly with the contractor who is at the lowest rung of the implementation system reporting to the Supervision Consultant. who in turn shall report to the PIU. All reporting by the contractor and Supervision Consultant shall be on a quarterly basis. The PIU shall be responsible for preparing targets for each of the identified EMAP activi! es. All subsequent reporting by the contractor shall be monitored as per these targets set by the PIU before the contractors move on to the site. The reporting by the Contractor will be a monthly report like report of progress on construction and will form the basis for monitoring by the PIU, either by its own Manager (Environment) or the Environmental Specialist hired by the Supervision Consultant. * Monitoring of facilities at construction camps * Monitoring of air, noise, soil and water parameters including silt load * Monitoring of survival rate of roadside plantation. * Monitoring of cleaning of drains and water bodies.

The designed monitoring process is indicated in the Table 8.1. The forms that need to be utilized for the reporting are given in Appendix IV. Table 8.1 Desired M-anitoring and Reporting Pro- ss and Responsibilities I id LOntractor | Supervision - (Contractor_ (SC)Consultant Project Implementation World Bank z I C RellWD (Ws) Itern mplementa Oversee/ Non to Supervision Reporting to Field ReporftIng to rt lo W^ Desired o .. e'Isn Pwo CompUane Duervsiron Sc_ Monitoring . CONSTRUCTION PHASE S o _ Cl Monitoring of cons1ruc 'n i S Before ! Quarterly J Quarterly site and construction c ::lp start of l Hlf yearly H ! work E I I C2 Target sheet for Polluti.. j As Moitorting t After { After Half yearly - required Monitoring , Monitoring C3 Target sheet for roods:, e I |Monthly plantation Quorterly Quarterly Hall yeady Yecny C4 Target sheet for moni?c *'n Monthly MoniNy Quarterly of cleaning water boc: -; Half yearly Yearty

_ ._____._._I_i_--_ OPERATION PHASE _-_-_ ,-.-I i I j l_._l 01 Target sheet for Pollut;c Monitoring iAs per After Twice monitoring monitoring during . ; ,plan I operation 6i Target S v ; -_- .1 ! .______02 Target sheet for survivc: 'I__phose -- -- r-- . Quarferly After reporfing of roadside - Once after plantation monitoring 3 years of !end of constructi I i ! 03i Target sheet for monii ion of cleoning water bo . 'Quarlery After Twice monitoring during i______operation .______I______!_____ phase

9 BILL OF QUANTITIE:: -OR TYPICAL ENHANCEMENT DESIGNS

Due to very small lenKt:h of bypass no enhancement measures are planned along the proposed alignment. -ience no bill of quantities.

10 ENVIRONMENTAL l?'.ANAGEMENT- BUDGET

The environmental Llidget for the various environmental management measures proposed in the EMP is detailed in Table 10.1. There are several other environmental Government of Uttar Prodesh, Pulh'. Works Department. Lucknow. India Project Co-ordinating Consultonk 28 -c) Services for Uttar Pradesh State Roods Project Environmental Management Plan (3angarmau Bypass) DHV Consultants BV Decem ber 2003

issues that have been addressed as part of good engineering practices, the costs for which has been acccunted for in the Engineering Costs

Table 10.1 Environmental Budget for Bangarmau Bypass on Route 4A I Unit C'ost Total Cost Component 1 Stc e Item UnH (NR) uanty Mitigation/Enhancement N ,rsures Dust Management with , AIR Construc !on ,sfprinkling of water. covers km | Covered in Engineering -br vehicles transporting i 000Costs tonstruction material : re-Construction Handpump No. 40,000 Nil f 0 Incf CoTEtru .on Wells No. 100,000 . 0 0

RESODURCESRESOURCES ~~~OilanderWte Greaseois Separators.No.0 SS.05.0 4 f 220000200 r near Water bodies ,Constru; :on Silt Fencing around soil I C i stockpiled near isq.m. 370 Costs

.______Waterbodies _____

rr ~~onstru,Constru joi.Turfing/Pitching ,sq.q. m. ~~~~~~~~~~CostsCovered in Engineering aOIL x tj ,Redevelopment of BorrTow Covered in Engineeng ~~Jperaticireas qm. 50Costs NOISE lOperatic ouble Glazing f.or m. 1.400 0 0 ______ensitive receptors' sq. ______ULTURAL Pre-Cor.; uction I I PROPERTi ES aConstrucnd lRelocation of Shrines No. 12.000 Covered in RAP *construc.cn i - l Plo~~Intation including , 'i iCompensotory plantation LORA Constru--on .2saplingsforechtree oINO 1.100 I 104 114400 Ifelled (staggered to folowl i. ______ICivil W orks)2 _ 5 ,, I emarcating Borrow m Covered in Engineering Areas I Costs AFETY 0l) ,ProvisionEConstru. for hoardings at ,Cnstrkonstruction Camps & LS Covered in Engineering Costs health checks at _Construction Camps Enhancement of Ponds 3 i 200000 0 bs perdrawing 1OA-2 ,

ENVIRONMENTAL 'Enhancement of Temples3! 1 5 0 0 ENHANCEMENTS3 Constru. - 'os per Drawing 1OA-4 ' 5 Enhancement of Ponds' , with Temples as per ,No. j 250.000 0 , 0 -______drowing 1OA-5 (A) Mitigation / Enhancen i: Costs j 334400 Monitoring Costs (at prevc: )c; market rates) Monitoring near all hotmix o , 0 plant locations approved Samplesr' day 4 20.000 by the Eng neer Monitoring at construction Construc cn sites in tandem with AIR -progress in construction fNo. of 5.000 for 1 6 30000 including haul roads (At Samples day ! one location due to small ___ ,, __engthj_ I At locations of baseline bperctif- monitoring specified in the of 6 30000 ri!lg Psamples iday .... ______-- m ~ nonitoring planan ATER QUALITY Construc;o Al oainsseife nfr).o 4.000 4 16000 the monitoring plan Samples 4

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Component Stage Item l UnitUnitCos Quantit | Cost (iNR) At locations specified in the :No. of Imonitoring plan Samples 5,000 6 30000

L.nstruc As directed by the Engineer Construction 18 samples at construction No. of 4 NOISE ites and 6 samples at hotmix Samples 4 plants)l l t locations specified in the No. of Operation nonitoring plan Samples 6 24000

kt agriculture land and traffic No. of 6,000 letours. 6 Sampes __00 6_____L 36000 Construction Soil erosion including silt oad in ponds and turbidity in Cover in Engineering Costs lormn water at drains near site OIL Afconstruction. kt accident location ,vhenever 0 ~~~~~.of required at poes 6,000 360000 Operation rnaximum six locations mples Oonitoring of turbidity and ilt load in major water Covered in Engineering Costs _ __ies along project route. I Monitoring Costs 318000

Erection of Hoardings for N f 2000 87 Covered in 3rotect RoW stlement 200 8 ngineering Cot REVENlION OF IBSON Operation Holding meetings for policy EVELOPMENT kers and review meetings ith Revenue Depatmnent, No. of S000 7 Covered I representatves, in town- meetings 8 ngineering Costs lanning authories. NGOs B)Monitoring 318000 OTAL COSTS (A) + (B) 6524000 OTAL BUGETED COSTS with 5% contingencies 685020 OUNDED-OFF TOTAL COSTS 700000 Notes This is a budgetary provision as a contribution towaids the cost of barriers at sensitive locations after consultation carried out by PWD with the owners to be of these structure and area for glazing is assumed as 20 Sq m per structure. 1: This includes additional trees required to achieve density of 200 trees per km with consideration for settlements. 2: The allocation for enhancements will be made once accurate measurements are available with the Engineer. for these should be available from Contingency The funding and rounding off. If required, the Engineer may request for additional funds under this head with the prior approval of the PWD. 3: Cost of Training to UPSRTC drivers on road safety measures and training animals to construction workers on safe handling of and wild life found by chance have been covered under training cost separately.

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APPENDIX I

LIST OF APPLICABLE MORTH CLAUSES PUBLISHED BY INDIAN ROADS CONGRESS, NEW DELHI, 1998

(Specification for Roads and Bridge Works) Clause No. Title 105 Scope of Work 110 Public Utilities 111 - Precautions for Safeguarding the Environment 112 Arrangement for Traffic during Construction 119 Use of Surfaces by Construction Traffic 305 Embankment Construction 306 Soil Erosion and Sediment Control 307 Turfing with Sods

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APPENDIX 11 PROCEDURE FOR SELECTION OF SITES FOR CONSTRUCTION CAMPS The Contractor will identify potential accessibility, sites based on requirement distance from stretch under of land area. etc. Consultation construction, surface water sources, facilitated by local settlements, perceptions/aspirations NGO will be held on site of local villagers and and the Contractor will other stakeholders will be recorded. then select one site based on The conditions imposed an aggregation of all these factors upon him by the EMP (including and forward the same for approval minimum distance criteria) and by the Supervision Consultant. The the registration of the land in the Contractor will confirm revenue records and provide eviaence the SC for the selected site. The of the same to Contractor SC will approve the site after ascertaining has considered the views of the that the of the EMP. local people as well as satisfied all A conceptual layout for the Construction conditions attached to each Camp has been prepared EMP. Further details regarding these and 17 of the RAP. As part camps are available from Chapter of the EMP. monitoring of the construction devised and formalised. camp sites has also been

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APPENDIX -111 MOU for the plantation Scheme Between the Public Works Department & Forests Department

1. This Memorandum of Understanding is Department, being signed by the Public Works Government, Government of Uttar referred to as Pradesh (hereinafter PWD) and the Forests Department (hereinafter FD), Government of ------referred to as for the cutting of trees and subsequent compensatory plantation stipulated in the Indian Forests Act, 1980 wules formulated under as part and the of the (Name of the Project) undertaken with World Bank assistance. being and It covers the entire process of cutting removal of existing trees and the plantation -: I as decided of new saplings at a ratio of separately by the PWp and the FD. 2. The identification of the trees to be cut has already verified inspection of the officials during the joint of the PWD and FD on ---. The trees to be cut have been marked been required clearly with a distinctive 'X on them. trees which have been marked Only such as mentioned above shall be facilitating the proposed project. cut for 3. The trees cutting shall be carried out by the authorized representative) Forest Department (or its as per TIME SCHEDULE annexed Affachment 1 and signed to this MOU as. by appropriate officials of both departments signifying agreement of both parties following detailed discussions regarding the timing of project activities of the PWD's implementation schedule and the availability of resources with the FD. 4. The compensatory afforestation sholl be carried out at the locations the MAP annexed to this MOU shown in as Attachment 2 duly signed by appropriate officials of both departments signifying agreement of both parties following detailed discussions regarding the suitability afforestation of these areas for the proposed as proposed by the FD. Both parties before selecting have satisfied themselves, areas outside the RoW, that all reasonable made to accommodate effort has been the samplings to be planted for compensatory plantation within the PWD's RoW. 5. It is further agreed that: a. The PWD shall pay the cost of compensatory afforestation rate of cost at the of 10 saplings including the post-plantation maintenance activities for a period of 3 years, for each tree felled 100% In advance to the FD.

b. The dates agreed for afforestation as per Attachment I referred in item no. 3 of this MOU to have been agreed upon taking into consideration all the resource constraints except and possible delays force majure. The FD shall Inform the progress of PWD regarding the the work regularly and in case of any from the anticipated lag proposed schedule Immediately upon likelihood of discovering the such an event. In case of such an unanticipated the PWD shall retain the delay, right top get the work done by an external contractor, chosen jointly by the FD and the PWD. However, The payment to the contractor for the reminder of the agreed works shall be made by the FD at such rates as may be agreed upon at the

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time, subject to a maximum of the prevailing works. In case rate of the FD for the the lowest quoted rate for base rate the plantation exceeds the of the FD for the works, the PWD the cost. will bear fhe remainder of

6. It is hereby agreed that both parties shall put adhere faith and try to to this MoU in good resolve any differences in interpretation a continued disagreement. amicably. In case of a committee consisting of PWD, the Principal Chief the Engineer-in-rc--" Conservator of Forests and a also head that committee third member, whi 3-1 will come to a final decision.

Signed on the ...... day of ... At ...... (Month)of ...... (Place) (Year) Signed by

(Name of the Project Director) Project Director ...... (Name of CCF) For Public Works Department, Social Forestry Division Government of Uttar Pradesh For Forests Department, Government of .

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Attachment 1

MoU between the Public Works Department and the Forests Department FORM A Time Schedule of Deforestation Activities

S.No. Stretch Activity f Start Date End Date (Chainage) Start End 1. Identification and marking of trees for cutting Cutting of trees marked Carting away of trunks, branches. etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site 2. Identification and marking of trees of cutting Cutting of trees marked Carting away of the trunks. branches. etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site 3. Identification and marking of trees of cutting Cutting of trees marked Carting away of the trunks, branches. etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site

Note Add stretches as required to cover each route for its entire length.

Signed on the ...... day of ... (Month)of ...... (Year) At ...... (Place) Signed by ...... (Name of the Project Director) (Name of CCF) Project Director ...... Social Forestry Division For Public Works Department. For Forests Department. Government of Uttar Pradesh Government of

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Attachment 1 (contd.)

Form B Time Schedule for Reforestation Activities

S.No. Stretch Activity (Chainage) | Start End 1. Date Date Establishment of Nursery Digging of Pits Planting of Seedlings Watering Mulching / Fertilizer addition, if required Weeding, if required_ Thinning, if required 2. Establishment of Nursery ___ Digging of Pits Planting of Seedlings Watering Mulching / Fertilizer addition, if required Weeding, if required Thinning, if required 3. Eitablishment of Nursery DigSing of Pits Planting of Seedlin(gs watering__ N'u'ching / Fertilizer addition, if reqxuired Weeding, if required Thinning, if required Note: Add stretches as required to cover each route for its entire length.

Signed on the ...... dcay of ...... (Month) of ...... (Year) At ...... jPlace) Signed by

......

...... (Name of the Project Directcr) (Name of CCF) Project Director ...... Social forestry Division For Public Works Departmer-+. For Forests Department, . Government of Uttar Pradesri Government of.

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Attachrnent 2 Map showing Location/s of ihe compensatory Plantation for ...... stretch

Signed by ......

...... (Name of the Project Director) Project Director ...... (Name of CCF) For Public Works Department Social Forestry Division For Government of Uttar Pradesh Forests Department, Government of .

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APPENDIX IV

MONITORING STANDARDS Ambient Air Quality (AAQ) Monitoring Ambient air quality parameters recommended for developments are Respirable road transportation Particulate Matter (RPM), Matter (SPM), Carbon Monoxide Suspended Particulate Carbons (CO), Oxides of Nitrogen (NOx), (HC), Sulphur-dioxide (S02) and Hydro- at designated Lead (Pb). These are to be monitored locations starting from the activity. Data commencement of construction should be generated over three accordance to days at all identified locations the National Ambient Air Quality in Ambient Air Quality Standards (Table 1 National Standards). The location, duration parameters to be monitored and the pollution and the responsible institutional are detailed out in the arrangements Environmental Monitoring Plan. Table 1 National Ambient Air Quality Standards

Residentla Pollutants Pollutants Weighted Sensitive Industrial Weighaerdge Area Area Ruhr Method ol measurement !______Sulphur Dioxide _ _ Are, (SO2) j Annual' 3 _Are 15 pg/m !80 pg/m 3 60 pg/M 3 l______Improved West and Gaeke I ______z4 hours- 3 m ethod '30 Lg/mr 1120 pg/M 3 90gg/m 3 Oxides of Nitrogen (NO.1 3 Ultroviolet fluorescence Ar,nual& |15 pig/mr 80 pg/mg3 3 65 g/m Jacob and Hochheiser modified (Na-Arsenite method) 24 hours" 30 pg/M 3 1120 pg/mr 9nIg/M3 Gas phase Carbon ______Monoxide (CO) 8 hours" 1000 _Chemiluminescence 3 5000 2000 p,g/r 3 Non dispersive infrared ! I pg/mr Vg/M spectroscoppy I I hour i 2000 1000 ______3 3 4000 1 Lead (Pb) 1 Xg/m pg/`1 pg/m 3 , Annual' 0.50 pg/m3 3 L 1.0 pg/rn 075 pg/n3mj AAS Method 24 hours" 3 3 24 hours after 0.75 pg/M 1 5 Vg/M i 1.00 pg/Mr3 ______sampling using EPM 20000 Respirable Particulate ______- _ _Iequivalent or Annuali' 50 pg/m3 3 filter paper Matter 120 pg/mr 60 pg/rM I (RPM)-Sizeless thano10 124hoursI 3 175pg/Mr 150 pg/M3 [ 3 pm _ pooPg/r| ...._;_... .__. _...._ - ...-:...... -- _ Suspended Particulate 3 _-__ __ _ ..._ ___ Annual'" 70 pg/Mr 360 3 3 Matter (SPMI pg/M j 140 pg/M | Average 24 hours" I100 pg/M 3 500 3 3 flow rate not less than pg/rM 1200 pg/Mi n 1 cu.m / minute Source: Anon 1996-97. National Ambient Air Quality Central Pollution Control Monitorlng Series NAQMS/a/1996-97, 'Average Board, Delhi. Arithmetic mean of mnnimum I0. measurement in a year uniform interval. token for a week 24 hourfy at `24 hourty/8 hourly values should meet 98 percent of the time in a year Water Quality Monitoring The physical and che:-nical parameters recommended quality relevant for analysis of water to road development projects dissolved solids, total are pH, total solids, total suspended solids, oil and grease, zinc and cadmium. The location, COD, chloride, lead, monitored duration and the pollution parameters and the responsible institutional to be Environmental arrangements are Monitoring Plan. detailed in the corried The monitoring of the water out at all identified locations quality is to be Drinking in accordance to the Indian Water Specification - IS 10500: Standard 1991 (stated in Table -1)

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Table -1 Indian Standard Drinking Water Specification - IS 10500:1991 SI Requiremer~~~~~~~~~~~~~~~iI!

Su e Requiremen Undesirable Effect |, ajc Nog Characteristics t (Desirable Outside Nol CharactLrmit)cLim the Desirable 'I | Methods ofTest, S ~~~~~~~ii t i Limit=t l (Ref. To IS) Remarks

______I ______ESSENTIAL CHARACTERISTICS _ _ .____ _I__ _ _ IColour. Hoze - 'Aboe ,con IHzen S 5 Above 5. consumer 25 I 3025 (Part 4 . Extended units. Max. acceptance to 25 only j 1983 if toxic substances decreases . are not suspected, in i absence of _ _~~j~tion1i - 3025 (Parts 5):1984 alternate sources 2 Odour nobjecli- 3025 (Parts 5j:1984 a) Test cold able I and when heated j ______g j: b) Testat several ______;_ dilutions 3 Taste Agreeable) - 3025 (Part 7 and 8). Test to be !I - i 1984 conducted only after ______safety has ______been 4 Turbidity established NTU | 5 Above 5. consumer 10 Max. 13025 (Part 10) j - Iacceplance 1984 -~decreases- J I 5 pH Value 6.5 to 8.5 Beyond this range. No 3025 (Part 11) 1 . the water will affect frelaxation 1984 the mucous

membrane and/or ______water supply system 6 Total hordness 300 Encruslotion in watere 600 3025 (as CaCO3) (Part 21) supply structure and 1 983 mg/I. Max adverse effects on domestic use ______| 7 rn(sFe) mg/l.! 0.3 taste, ihi bmi - 32 of 3025: 1964 __ _ _

domestic uses and auesnd promotesi I~ ~ ~~~~~r ffectedo .hj 8 Chlorides (as CI 250 Beyond Ihis limit 1000 mg/x 13025 (Part 32) - Max ne I1988 1sfeop

9 Residuoli 0.2 free - I chlorine, mg/I . j ~~3025 (Part 26) To be applicable ! 1986 onlywhen water is | Min d chlorinated. Tested e s y sid at consumer end. 'When protection ! , against viral : '' E~~~~~~~~~~~~~~~~~infection is required. iron boc ait should be Mi 0.5 DESIRABLE CHARACTERISTICS_ mg/I___ I I Dissolvedsolids ! 5oo0 j Beyoncl this 2000 13025 (Part 161 jmg/Il Max i ! polatcbility r1984 I ij dec: eases and may

___|____ fcaue9stinirioio ; ____ i ___ 9 RCalcium (as Caf . 75 Mg.mg/I, Max Icrustiionwater)li in wter 200 13025 (Part 40) ! lmg/i.Max supply 98 - structure and w n1991 effects on a cadverse end. I____I ____ domestic use :__ ,tI _W Magneslvmg/l Mx3(as Magnesium30 Encrustation to 100 16.a33.34 B i supply ! 3025: 1964)of ISvIr- | structuue and 1991 adverse effects on | ______|domestic use i i_i

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'Requifemen Undesirable Effect .0 &D5 Si Substance or t Dsral.usreteDeial Q: No Characteristics 4) Methods of Test. t DsrbeOtid h eial - uRemrk, Limit) Limit E 4 (e.T S eak

Copper (as Cu) 0.05 Astringent taste, 1.5 36 of 3025: 1964 - 4 jmg/I, Max discoloration and corrosion at pipes. titting and utensils will be caused ______~~~~beyond this Manganese I (as I 0.1 Beyond this limit 0.3 135 of 3025: 1964 5 Mn) mg/I, Max taste/appearance are affected, has adverse effects on domestc uses and waler supply structures 6Slphte(as 200. 200 Beyond this causes 400 SO4) mg/I. Max I3025 (Part 24) 1986, Miay be extended IgastIra intestinal up to 400 provided irritation when (as Mg) does not Magnesium or exceed 30 iSodiumn are present 7 Nitrate (as N02) 45 Beyond ti,may 100 3025 (Port 341)1988 - Mg/I, Max lcause ime;hc--:mogIiobinem I 8 Fluoride (as F) IlFit oridumoybe 1.5 123 of 3025: mg/l. Mox 1964 kept cs low as . possible. Hi-gh fluoiid... may cause Aluzrfo!.S 9Phenolic 0.001 I Beycanc mis, it may 002 5ot2519641 compounds (As Cause- C,6HsOH) mg/I., objectionable taste 10 Mercur(as Hg) 0.001 Beyond this, the -No I(see Note) mgAi, Mox Mercur To be tested when watei ;.;.ecomes Irelaxation! ion analyser Pollution is ______~ 1toxic ______suspected I I Cadmium (as . 0.01 IBeycr.c., this, the No note) Cd). mg/I. Max I(See To be tested when wajet :I,ecomes relaxation' pollution toxic is ______~ suspected 12 Selenium (as Se), 0-01 Beyoci, tiNS, the No i28 at 3025: 1964 ITo be tested when Mg/I Max .wafie. oecomes relaxation: pollution is to xc - ---- suspected 13 Arsenic (As As) 0.05 Beyon-d this, the Na :3025 (Part 37) Img/I. Max 1988 To be tested when water ri-ecomes relaxation pollution is .1ox0c 14 ___ suspected Cyanide (AS 0.05 Bey~:-, :nis limit, the No +;3025(Part CN), mg/I, Max 27) 19861 To be tested when wn.,E: econmes relaxation !pollution is lox: suspected 15 Lead (as Pb), CO05 Beyoc. -1!his limit. the No (see Mg/I Max note) iTo be tested when WaJC11 ecomes relaxation 'pollution is suspected 16 Zinc (As Zn). 5 -Bey o: ..:his limi: it 15 39 at 3025: Mg/I. Max 1964) :To be tested when caIC:uCpollution is Ot.Qnttaste anid , suspected anoraq;escence in 177Anionic 0.2 Be~ /~i: !his finii! it I Methylene-blue To be tested when detergents (As .cci ccuse a light I extraction method: pollution is I MvBAS) mg/[. Max - tran :. %valer ___ suspected 18 C-hromi,u+m(As 0.05 MyNo Cr6+) Mg/I, MaX 38 at 3025: 1964 ro be tested when ccicinogenic aboverelaxalion' pollution is Ithis !ir t I suspected 19 P-oly nucear ______mayb - - K aromatic ca c:i. c3qenic above -__ hydrocarbons thiis fi;JI (as PAH) g/ 1. Mox . -- - Beo-ItImur- 03 20 Mineral oil mg/I. 0.01 Beo rislii un 003 GasI

Government of Uttor Pradesh, Public Works Deror ra:!int, Lucknow, India - Environmental Manogement Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

1 Si Substance or NRequiremenDirable UndesirableEffect !S 4sZ It (esirbleutsie th *~4 Methods of Tesj No Characteristics LIK ii Desrabl 5 (Ret. To IS)Reak eak

i Max Tdesirable taste and I Chromatographic odour after chlorina- | method .______|tion take place _ I _i 2 Pesticides mg/I. Absent Toxic 0.00° j_ . ______. -.- ... ..----- 22 Radioactive materials: 1 _. of 3025:01964 - 23 a) Alpha emitters; -0.1 Bq/l.MaxMa ! - 24 Beta emiters - 1 .pci/l, Max I 25 Aluminium (as 200 Beyond this limit i Al). mg/I. Max 600 13 of 3025:1964 I- 1taste becomes I i - X~~~~~unpleasant 26 , Aluminium (as 0.03 | Cumulative eftect Al). mg/l. Max is 0.2 ,31 of 3025: 1964 reported to cause I I ____ dementia ______27 Boron, mg/I,Maxl I I - | 5 129 of 3025: 1964 - Source: Indian Stondard Drinking Water s ,,cification-IS 10500:1991 Noise levels Monitoring

The measurements for monitoring noise levels would be carried out designated locations in at all accordance to the Ambient Noise Standards formulated by Central Pollution Control Board (CPCB) in 1989 'refer Table-i) Sound pressure levels would be monitored on twenty-four hour basis. Noise should be recorded at a "A weighted frequency using a " slow time response mode" of the measuring instrument. The location, duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plon (Table-I level standards (CPCB). Noise

Table-I Noise level standurds (CPCB) Km. t Noise level for I Noise level tor Km._N_gh_Ti Day N.ShI Industrial Time area 75 i 70 Commercial 65 55 Residential area 55 45 Silence zone _0 _0 Day time -6.00 om - 9.00 pm (IS hours) Nighit time - 9.00 pm - 6.00 am /9 hours)

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Appnedix V REPORTING SYSTEM Cl: Construction camp and storage area Construction Stage Report: Date _Month Year_ _ (Site Layout of Construction camp and working drawings of dwelling units with allied facilities Format to be submitted before to be attached with format) target date (decided by PP.) of establishing camps as Camp no.WC Location of Camp (km_ Package )

S.No Item Unit Details 1 Detail of item camp Remarks by SC,if any a Size of Camp mxm b Area of Camp sq.m c Distance from Nearest Settlement Type/SizelCapacit d Distance from Nearest Water Source y/Present Use/Ownership Date of camp being operational dd/mmn/yy Present land use No other trees with girth > 0.3m. e Details of Storage area(Availability of impervious surface) mxm f Availability of separate waste disposal from storage area Cum 2 Details of toposoil stacking a Quantity of top soil removed sq.m b Detail of storage of topsoil I ~~~~~~~~~~~~~~arrangemfentDescribe stackling 3 Detls of wodtforce a Total No of Labourers nos b Total no of Male Workers nos c No of Male Workers below 18 years of age nos d Total No of Female Workers nos e No of Female workers below 18 years of age nos f No of dhfldren nos 4 Details of dwelling units_ a No of dwellingsjhuts _ nos b Minimum Size of Dwelling mxm c No of owenings per _ dwelling nos d Minimum size of openinRt mxm e vWalls secifications f Roofint _ g Flooring specifications specifications h fDrinking Water Tank specifications i Capacity of Drinking water Tank cum i Size of Drinking Water Tank mxmxm k Total no of WC nos I No of Wcs for female workers nos m Minimum Size of WC mxm n Total No of Bathrooms for female workers nos o Size of septic tank for WC/Baths mxmxm p Capacity of Water Tank for WCs/ Bathrooms and general purpose q Fencing around camp Y/N 5 Details of facilities a Availability of security guard 24 hrs a day Yes/No b Details of First Aid Facility Yes/No c Availability of Day Care Centre Yes/No d Availability of dust bins (capacity 60 ltr) nos

Certified that the fumished information is correct the quality of work is as per god practice and all relevant information as required is attached

Project Engineer (Supervision Consultant) (Contractor)

Govemnment of tJttar Pradesh, Public Works Department. Lucknow, India Project Co-ordinating Consultants (PCC)Services for UntarPradesh State Roads Project

5-1 nmromgrrwnai tAnargeffent r an (arwgarmau Bypass) DHVCortsutants SV C: POLLUTION MONITORING

Construction Stage: Report -Date Month Year Locations at which monitorinz to be conducted as per EMP)

Completion Target S.No Chainage tas of uration of nstruents Target Date of Completion Reason for Delay Air Monitoring1 L on Monitoring _ Used Date if task completed it any

I ______I______I__ I ______I__ _

SdlMonltorIng3 ______4 2 Noi Monitoring ,

_

-1_ 1__ i___ i _ 2 I __ _ 1 - _____-i_ ___ Noile I___ _-_ _ Eonitoring ______43 _ _ 1 ______77 _ _ _ - 3 _ _ I__1 7 | 1

CoertiCoedrthattheMonitoring Pollution has b een on cte th loc o sso

2~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- LflvituimieuImdI managerment ran (t%angarrnau tiypass) OHV Consultants eV IC3: REP-ORTING FOR ROADSIDE PLANTATIONI All landscape works to be as per Landscape Plan

Construction Stage: Report -Date Month_ Year__

S. No. Landscape Trees along roadside Section Trees on Shrubs in (Km-Kmn) 1st ______row 2nd row 3rd row footpath median

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Construction Stage: Report -Date Month _Year-

S. Location/ Completion Side(N/S) and Target No. Chainage Dist from CW(m) Target Date of Completion Reason for TargetDate if task con$leted Delay if any 2 . 3 . 3 . 41 X 61 Engineer e 6 Consultant) X 7 ot UarsPio an,cwd

8(Supervision__Consultant)_

Nenmn ofUtarPrdeh,Puli Wrk Department,___ Luckn__w India____ _

Poject EoodnatingeoslatePC)Sriero Poject Eoodngtinee CoslatIPC UtrPaehSat evcsfrUta rds tt ododrjc rjc 01: POLLUTION MONITORING

Operation Stage: Report -Date Month Year_ Locations at which monitoring to be conducted as per EMP)

Completion Target S.No Chalnage Details of Duration of Location Monitoring Instruments Target Dte of Completion Reason for Delay j Used Date jif task completed If any Air Monitoring 1 _ __ ._ 2 _ _ _ _ 2._ 1 _I _ _ _ __ 3 [ 1 _- __I _ 4 I. _ Water Monitoring 1 g 2 3 4 5 Soiiol itowinil

2 3 4 5

3

aCriidthat the Pollution Monitoring has been conducted at a81 the |teSCI locations specified in the EMP and as per the directio-ns do|

|ProJect Enineer

(SuPevisioni ______Contractor Consultant)- 2 1 ______~ ~~~ ~ ~~~~~~~~~~~~~~~5-

C--vtofd Uttw Pradesh. Public VAwD"rbent. 1,dww PropOd OOWimtkVr Indzi Conaxjlbtsh (POC) Seri bt Uttar Pradesh Stte Rod$ Protect 02: SURVIVAL REPORTING OF ROADSIDE LANDSCAPING

Operatlon Stage: Report Dat _ Month_ Year_ 4

Landusape Section RoadsIde trees Shrubs InMedian Turfing on Median S.N-No Turf ing on Embatikment -- Total Trees Total K-m Planted Total Suryvh'ng Totl Total Area % Suvia Shb SurvIving Total turfed Total Area % Survival Ttairea(sm area Total turfed Planted %/Survival trdsq) area %Survival _ nos nos ~~~~~~~~surviving nos nol surviving nos nos nos nos %

Certifie that the furished Information Iscorrect .. : Project Engineer _ _ _ _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~5 (PIUW

ooswTviwit of Utt_Pradesh. PtLic Works Department, Project Lucknow. India Co-ordvsatb1gCorns,tants (PCC)Services for Uttar Pradesh Sltat Rosds Project Environmental Managerent Plan (Bangarrnau Bypass) DHV Consultants eV

03: CLEANING OF WATER BODIES

Operation Stage: Report -Date-Month Year_

Completion Target .No. Location/ Side(N/S) and Chainage Dist from CW(m) Target Date Date of Completion Reason for Delay if task if 1~~~~~~~~~~~~~~~~~~~~ completed any 2 . 3_ j

4 E6-3 ______47 ______5Engineer ______,

(Supervision Consultant)__

______

12 -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-

Project Eoodnatinge oslaterC)Snie o UtrPaehSat od rjc Environmental Management Plan (Bangarmou bypassl December 2003 DHV Consultants BV

APPENDIX VI SPECIFICATIONS FOR ENVIRONMENTAL MANAGEMENT WORKS 1 Clearing and Grubbing

All site clearance works shall be done as per section 200 of MoRTH specifications for Road and Bridge Works.

2 Earthwork

All excavation, disposal, filling and related works shall MoRTH be as per section 300 of specifications for Road and Bridge works.

3 Materials

All materials used in environmental enhancement works 1000 of shall be as per section MoRTH specifications for Rood and Bridge works.

4 Bricks Work

All Brickwork including Laying. jointing finishing of joints, curing, shall be as per scaffolding etc shall be as per section 1300 of MORTH specificotions and Bridge works. for Road

Brick paving / Flooring

The preparation of base concrete for laying bricks shall be as per section 409.3.3 and bricks paving shall be done as per clause 409.3.4 in all respects except that bricks shall be used.

5 Stone Work

All stone masonry work shall be as per section 1400 of MORTH specifications Road and Bridge works. for

6 Concrete Work All concrete work including size and grading of material, of materials etc admixtures, stacking shall be as per section 1700 of MORTH specifications.

7 Cement Concrete Tile Flooring/ Paving The base for laying the concrete flooring/paving, size tiles/stone slab of cement concrete shall be as per section 409 of MORTH specification and Bridge works. for Road

Government of Uttar Pradesh. Public Works Department, Lucknow. India Project Co-ordinoting Consulionts (PCC) 6-1 Services tor Ultor Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypassl December 2003 DHV Consultants BV

8 Formwork

All formwork shall be as per section 1500 of MORTH Bridge works. specifications for Road and

9 Cement Plastering

All cement plastering works and finishing of surfaces shall be section 1312 of MORTH done as per specifications for Road and Bridge works.

10 Gabion Structures

All Gabion works shall be done as per section 705 of MORTH specifications Road and Bridge works. for (a) Footpaths Matetial and Construction of Footpaths shall MORTH be as per section 409 of specifications for Road and Bridge Works. (bl Cement Concrete Kerb And Channels Material and Construction of all cement concrete Kerb stones shall and channel be as per section 408 of road MORTH specifications and Bridge works. for Road

11 Railing

Section for the railing shall be square pipe section as per detailed The railing shall be as drawings. per section 808 ot MORTH specifications except railing section shall be square that the and as per the detailed drawing for the some.

12 Horticultural And Landscaping Works (a) Scope

Contractor to furnish all materials, labour and related items necessary complete the work to indicated on drawing and specified herein. b) Materials

Plant Materials Plant Materials shall be well formed and shaped true to type, from disease, insects and free and defects such as knots, sun-scaled, windburn, injuries, abrasion or disfigurement. All plant materials shall be healthy, sound, vigorous, free diseases, insect's from plant. pests, of their eggs, and shall have developed root healthy, well- systems. All plants shall be hardy under conditions similar climatic to those in the locally of the project. Plants shall to confirm to supplied the names listed on both the plan and the No plant materiol will plant list. be accepted if branches are damaged or All material must be protected broken. from the sun and weather until planted.

Government of Uttar Pradesh. Public Works Depa;tment, Lucknow. India Project Co-ordinating Consullonts (PCCI 6-2 Services for Utfor Prodesh State Roads Project Environmental Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

Any nursery stock shall hove been inspected and approved by the Environmental Specialist of the Engineer. All plants shall conform to the requirements specified in Except that plants larger the plant list. then specified may be used if approved, use of such plants shall not but increase the contract price. If the use larger plant is approved, the of the spread of roots or ball of earth shall be increased in proportion to the size of plant. Deliver plants with legible identificotion labels.

Top Sofl (Good Earth) Topsoil or good earth shall be a friable loam, typical of cultivated soils of the locality containing top at least 2% of decoyed organic matter (humus). It sha'i be taken from a well-drained of subsoil, arable site. It shall be free stones, earth skids, sticks, roots or any extraneous matter other objectionable or debris. It shall contain no toxic materiol. shall be delivered in No topsoil a muddy condition. It shall have pH value between 6 and 8.5. ranging Fertiliser Measurement of sludge shall be in stocks, with 8% reduction for payment. It shall be free from extraneous insects matter, harmful bacteria or chemicals. (Subjected to safety norms). Root System The root system shall be conducive to successful necessary, transplantation. While the root-ball shall be preserved by support other suitable material. with Hessian or On soils where retention of a possible, the roots good ball is not should be suitobly protected in such roots are not damaged. a way that the Condition Trees and shrubs shall be substantially free from pests shall be materially and diseases, and undamaged. Torn or lacerated roots shall before dispatch. No be pruned roots shall be subjected to adverse conditions as prolonged exposure such to drying winds or subjection to water between lifting and delivery. logging

(c) Supply and Substitution

Upon submission of evidence that certain materials including plant materials are not available at time of contract, the contractor shall be permitted to substitute with on equitable substitutions adjustment of price. All shall be of the nearest equivalent species original specified and variety to the and shall be subjected to the Landscape Architect. approval of the (d) Packaging

Packaging shall be adequate for the protection of the plants and such as to avoid heating or drying out.

Government of Uttor Pradesh, Public Works Department, Lucknow, Project Co-ordinating Consultonts {PCCj India 6-3 Services for Utaor Prodesh State Roods Project Environmental Management Plan (Bangarmau Bypass) December 2003 DHV Consultants BV

(e) Marking

Each specimen of tree and shrub, or each bundle, shall labelled with the following particulars: be legibly n Its name. o The name of the supplier, unless o otherwise agreed. The date of dispatch from the nursery. (f) Tree Planting

Plants and Shrubs Trees should be supplied with adequate protection delivery, if planting as approved. After is not to be carried out immediately, should be olaced back balled plants to back and the ball covered with prevent drying out. Bare rooted sand to plants can be heeled in by placing roots in prepared trench and covering the watered them with earth, which should be into, avoid air pockets round the roots. planted as shown Trees and shrubs shall be in architectural drawings and supervision engineer. with approval of site

Digging of Pits Tree pits shall be dug a minimum of three weeks prior to pits shall be 120 cm backfilling. The in diameter and 120 cm deep. While pits, the topsoil up to digging the a depth of 30 cm may be kept aside. (depending upon site conditions). if found good and mixed with the rest of the soil. If the top soil is not suitable it shall be specified replaced with the soil mixture as further herein. If ihe soil is normal river sand it shall be mixed with manure: shall be added to the soil if it is heavy. The bottom of the pit shall be forked to break up the subsoil. Back Filling The soil back filled watered through previous and gently pressed down, a day to planting, to make sure that it after planting. may not further settle down The soil shall be pressed down leaving a firmly by treading it down, shallow depression all round for watering. Planting No tree pits shall be dug until final tree approval. position has been pegged out for Care shall be taken thot the plant sapling deeper when planted is not be buried thon in the nursery. or in the pot. Planting should not be carried out in Plant waterlogged soil. trees at the original soil depth: indication soil marks on the stem is an of this and shiould be allowing maintained on the finished level, for setting of the soil after imperishable planting. All plastic and other containers should be removed before or domage roots planting. Any broken shculd be cut back to sound growth.

Government of Uttar Prodesh, Public Woiks Project Co-ordinotina Department. Lucknow. India Consultants ([ICCI AA Servces for Utta 'C.-dshState Roads Project Environmental Management Plan (Bongormau Bypass) December 2003 DHV Consultants BV The bottom of the planting pit should be covered soil. Bare roots should with 50mm to 75mm of be spread evenly in mound in the centre the planting pit; and small of the pits on which the roots even spread. Soil are placed will aid on roots, gently should be placed shaking the tree to allow around the system to the soil particles to shift ensure close contact with into the root Back fill soil should all roots and prevent air be firmed as filling proceeds, pockets. being taken to avoid layer by layer, care damaging the roots, as follows: The balance earth shall be filled in a port earth by mixture of 1:3 (I part sludge volume) with 50 gm potash, to 3 Phosphate and 1Kg. (Mop) 50gms of Super Neem oil cake. Aldrin or equivalent every 15 days in a mixture shall be applied of 5mI in 5 litres of water. Staking Newly planted trees must be held firmly although prevent a pocket forming not rigidly by staking to around the stem and roots being broken by mechanical newly formed fibrous pulling as the tree rocks. Methods: The main methods of staking shall be: (a) A single vertical shake, 900mm longer than tree. driven 600mm the clear stem of the to 900mm into the soil. (b) Two stakes as above driven firmly on either cross bar to which side of the tree with a the stem is attached. Suitoble Ball material. for bare- rooted or (c) A single stake driven in at on towords angle at 45 degrees and the prevailing wind, the stem leaning being attached just below the lowest branch to the stake. Suitable for materiol small bare- rooted or Ball (d) For plant moterial 3m to 4.5ni high with adjustable guy a single stem a three- wire system may be used in exposed The situations. end of stake should be pointed coated with and the lower I m to 1.2m a non-injurious wood preservative should be above ground level. allowing at least 150mm Tying Each tree should be firmly secured to excessive movement. the stake so as to prevent Abrasion must be avoided rubber or Hessian, between by using a buffer, secured the tree and stake. at a point just below The tree should be ground its lowest branch, and also level: normally two ties should just above adjusted or be used for tree. These replaced to allow for growth. should be Watering The Landscape Contractor should allow all newly planted for the adequate watering trees and shrubs immediately in of shall during the following after planting and he growing season, keep watered. the plant material well

Governmenl of Uttor Prodesh, Public Works Department. Projec1 Co-ordinating Consultants Lucknow, India (PCC) Services for Uticir Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

Fertlising

Fertilising shall be carried out by application fertilisers, in rotation of the following every 15 days from the beginning of winter: the monsoon till the end of (I) Sludge or organic well-rotted dry farm tussle. yard manure: 0.05 cum or (2) Urea 25 gm. (3) Ammonium sulphate 25 gm. (4) Potassium sulphate 25 gm. All shrubs, which are supplied pot grown, planting. shall be well soaked prior to Watering in and subsequent frequent watering of summer planted container- grown plants is essential.

(g) Shrub Planting In Planter Beds

All areas to be planted with shrubs shall be excavated, trenched to depth of 750 mm, refilling the excovated a mixing earth after breaking clods and with sludge in ratio 8:1 (8 parts of reduction stacked volume of earth after by 20%: 1 part of stacked volume 8%.) of sludge after reduction by

Tall shrubs may need staking, which shall be provided if approved contracting consulting by the engineer, depending upon the individual plant specimen. conditions of

For planting shrubs and ground cover shrubs in planters, good be mixed with sludge earth shall in the proportion as above and filled in planters. Positions of planters shall be planted should be marked out accordance with the architecturol in droawing. When shrubs are set out, precautions should be taken to prevent cm roots drying. Planting holes 40 in diameter, and 40 cm deep should be Polythene excavated for longer shrubs. and other non-perishable containers should any badly domaged be removed and roots carefuliy pruned. The shrubs should set in holes so that then be the soil level, after settlement, will be original on the stem of the shrub. soil mark

The holes should be back filled to half of its depth treading. The and firmed by remainder of the soil can then be firmed by treoding. returned and again (h) Grassing

Preparotion During period prior to planting the ground shall be maintained free weeds. Grading and finc! weeding from of the area shall be completed at least three weeks prior to Ihe aclual sowing. Regular watering shall be continued until sowing by dividing the area into portions of approximately Sm squares by constructing These small bunds to retain water. bunds shall be leveled just prior to sowing be ensured of grass plants; it shall that the soil has completely settled.

Government of utlor Piadesh, Public Works Department. Lucknow, India Project Co-ordinaling Consultants (PCCJ 6-6 Services for Uttor Pradesh State Roads Project Environmental Management Plan (Bangarmau Bypass) DHV Consultonts December 2003 BV

Soil The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good fibrous loom, rich in humus.

Sowing the grass roots Gross roots (cynodon. dectylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The gross roots stock received at site shall be manually cleared of all weeds and water sprayed over the same after keeping the stock in place protected from sun and dry winds. Grass stock received at site may be stored for a maximum of three days. In case grossing for some areas is scheduled for a later date fresh stock of grass roots shall be ordered and obtained. Execution Small roots shall be dibbled about 5 cm apart into the prepared grounds. Gross will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed.

Maintenance As soon as the gross is approximately a 3cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8 cm, above to ground weeds must be removed and regular cutting with the scythe and rolling must be begun. A top-dressing of an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied when the gross is sufficiently secu,e in the ground to bear the mowing machine, the blades must be raised an inch above the normal level for the first two or three cuttings. That is to say, the grass should be cut so that it is from 4 to 5 cm in length, instead of the 3 cm necessary for mature gross. In the absence of rain, in the monsoon. the lawn shall be watered every ten days heavily, soaking the soil through to a depth of at least 20 cm. Damage failure or dying back of grass due to neglect of watering especially for seeding out of normal season shall be the responsibility of the contractor. Any shrinkage below the specified levels during the contract or defect liabilily period shall be rectified at the contractor's expense. The Contractor is to exercise care in the use of rotary cultivator and mowing machines to reduce to a minimum the hazards of flying stones cnd brickbats. All iotary mowing machines are to be fitted with safety guards.

Rolling A light roller sha,l be used periodically, taking care that the area is not too wet and sodden.

Edging These shall be kept neat and must be cut regulardy with the edging shears.

Government of Ultor Pradesh, Public works Department, Lucknow, India Project Co-ordinoting 6-7 Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Bangormou Bypass) DHV Consultants BV Decem ber 2003

Fertilising The area shall be fed once in a month with liquid manure prepared dissolving by 45gms of ammonium sulphate in 5 litres of water. Watering Water shall be applied at least once in three days during dry weather. Watering whenever done should be thorough and should wet the soil at least up to a depth of 20 cm. Weeding Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds.

(i) Maintenance

Cultivating The Landscape Contractor shall maintain all planted areas within Landscape contract boundaries for one year until the area is handed over in whole or in phases. Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control of insects, fungus and other diseases by means of spraying with an approved insecticide or fungicide, pruning, and other horticulture operations necessary for proper growth of the plants and for keeping the landscape sub-contract area neat in appearance.

Pruning and Repairs Upon completion of planting work of the landscape sub-contract all trees should be pruned and all injuries repaired where necessary. The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplanting operotions. Pruning shall be done in such a manner as not to change the natural habit or special shape of trees. Tree Guards Where the tree guards aie necessary. care should be taken to ensure that they do not impede natural movement or restrict growth. Circular iron tree guards shall te provided for the trees at enhancement locations. The specificatons for which one given below: Circular Iron Tree Guard with Bois. The tree guard shall be 50 cm. in diameter. The tree guards shall be for-ed of (i) 3 Nos. 25x25x3mm angle iron verticals 2.00m long excludir,3; splayed outward at lower end up to an extent cf 10 cms. (ii) 3 No:. 25;.2:2mm MS flat rings fixed as per design (iii) 15 Nos. 1.55 metres long 6.nm cloa bars. Each ring shall be in two parts in the ratio of 1:2 and their ends slall be turned in radially for a length of 4 cm at which they are bolted together with 8mm dia and 30mm long MS bolts and nuts. The vertical angle irons shall be welded to rings along the circumference with electric plant 15 Nos. bars shall be welded to rings at equal spacing along the circumference of rina. The lower end of the angle iron verticals shall be splayed outwards up to an extent of lOcm. The lower end of the flat of lower ring shall be at a height of 45cm. and upper end of the flat of top ring shall be at the hei!!,, of 2.00 metres. The middle ring shall be

Government of Ultor Pradesh. Public Works DepaLtnn-nlt. Lucknow. India Project Co-ordinotinq ConSult(anis 6-8 (PCCI Sevicf-s!r - :1:! Prardosh State Roads Project Environmental Manogement Plan (Bangarmou BypQssI December 2003 DHV Consultants BV in the centre of top and lower ring. The bars shown in the shall be welded to rings as

drawing. The entire tree guard shall be given two coats approved brand and of required of paint of shade over a priming coat of mixed primer of approved brand. ready (j) Nursery Stack Planting should be corried out as soon Where as possible after reaching the site. planting must be a necessity and/or taken be delayed, core should be to protect the plants from pilfering animals. Plants or damage from people with bare-roots should be heeled- or otherwise protected in as soon as received from drying out, and others and protected from set closely together the wind. If plant'ng is to be delayed a week, packaged plants for more than should be unpacked, the bundles and each group of plants heeled opened up in separately and clearly labelled. any reason the surface of If for the roots becomes dry the roots thoroughly soaked before plonting. should be (k) Protective Fencing

According to local environment, shrubs shall be protected from vandalism until established. adequately (I) Completion

On completion. the ground shcl be formed over and left tidy. 13 SPECIAL CONDITIONS AND PAP71CULAR SPECIFICATIONS

I1. Landscape Architect mentioned herein shall mean

him. and/or any person nominated by

2. Wherever applicable, work shc:l be done specificotions, in vogue, according to C.P.W.D. at the time of invitation of tender. 3. Water shall be mode availoble, near Mhe shall moke tube well at one point. Contractors their own arrangenient for drawing charges at water from there. Water of vc:ue cf work done contractors Bills. shall be deducted from the 4. If electricity is required for the works, 'he sGome point within shall be made available the site of works, for which at one Kwh. Shall be recovery @ Rs. made from the contractors bill. per 5. The works included in the schedule of Quantities include planting of trees and grassing as well as shrubs. Contractors quoted rates of these works at different shall include execution levels and nothing extra shall for working at these levels. be paid for any item, 6. The Contractor (sJ shall not be entitled suffered to any compensation for any by him and/or revision in losses tie rates originally quoted by him.

Government of Ultar Pradesh. Public Works Project Co-ordinaling Deporlment. Lucknow, India ConsulMan!s tPCC) Services 6-9 tor (Jitar Pradesh State Roads Project Environmental Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV (a) On account unforeseen delay in commencing the work, cause of such delays be. whatever the (b) On account of reduction in the (c) On account scope of work. of suspension of work, or abandon after award of work. 7. The Contractor shall provide all Engineer facilities to Landscape Architect and / or his authorized representatives / Project their Nursery to make frequent and ascertain the inspection of trees/plants process / quality of various etc., grown by them. categories of 8. Contractors' quote rate shall include the cost plants to and of transoortation of tools from the site, sales tax, excise and understood duty, octroi, etc. It shall that no claim for any extra be clearly excised duty, payment on account octroi etc., shall be entertained of sales tax, alter the opening of the tender. 9. The safe custody and up-keep of the various categories of plants sole responsibility of the brought to site is supervisory contractor and he shall personnel to ensure employ sufficient the safety of these items. 10. The site of work may be handed over to the contractors phases, as soon as the for shall work in same are available and work in these areas the contractor in turn shall forthwith. Nothing extra shall execution of work. be payable for such phased 11. While excavating / executing the work the controctors existing cables / pipe lines shall ensure that the / structures / fittings are not his negligence, these are damaged and if due to damaged. the some shall cost to the clients. be set right with no extra

12. The Contractor sholl co-ordinate his work the Clients with other agencies employed and ensure that the work by any way of other agencies are not during the duration of contract. hampered in 13. The Contractor shall keep the site execution of works neat and clean of the work. Any deb:is during the moved lound at or near the immediately as and site of work shall be when se required by the Project Engineer. landscape Architect / 14. On completion of the work, the site of work shall be all debris removed before thoroughly cleaned and the work is handed over satisfactorily. 15. The Contractors sha!l, without cny cc!'-Iitional charge replace any dead or defective to the clients, renew or landscape -l, 'grass and shall fully maintain for a period of 12 months the whole .; er the certified date of completion. 16. "General condition of contract and stcndard contract part of the contract. Forms of shall also form 17. Trees shall be of minimum length- as soecified in the schedule shall be straight and symmelrical of quantities and w; i a crown and having stem. The size of c(own shaHl a persistent main be i n a over all proportion tree. to the height of the

18. Small trees and shrubs shell be well formed with species or variety. the crown typical of the

Government of Uttar Prodesh. Public Works Department. Proiect Co-ordinating Corsultonis Lucknow. India (PCt Setvicns for 6-10 I 111nr Pradesh Stale Roads Project Environmentai Management Plan (Bangarmou Bypass) December 2003 DHV Consultants BV

19. GENERAL REQUIREMENTS OF PLANTS: (1) Plants shall be typical of their branches, species and variety, well-developed and well foliated witn fibrous from defects root system. Plants shall be and injuries. Plants shall not free (2) Plants shall be pruned before planting. be free from defects and (3) Plants injuries. shall not be freshly dug and (4) Nursery nursery grown. grown plants shall have (5) been at least once transplanted Bark shall be free from abrasion.

All trees, soon after planting, sholl be properly supported to ensure their safety against with bamboo stocks winds or any other factor, adversely. which may affect it 20. PROTECTION OF "TREE TO BE PRESERVED" The contractor shall be responsible for the protection of existing trees of tops, trunks and on site. Existing trees subject roots be boxed, to the construction damage fenced or otherwise protlcted shall before any work is started. 21. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILISERS EARTH: Good earth shall be cgricut'r'rl morrum, soil of loamy texture, free from shingles, rocks, stones, ouik.:;;g kankar, The rubbish and any other foreign earth shall be free from clods matter. direction. or lumps of sizes bigger It shall have pH ranging than 50mm in any bD!.veen 6.5 and 7.5. MANURE: Manure shall be of well-ci>-cayed organic state from the Municipal matter obtained in dry dump or other similar source Engineer. The manure approved by the Project shall be free from earth, matter. Manure shc!l stone or other extraneous be supp:'e.!, 'c e well screened. FERTILISERS: If the soil tests indicate namely p!' value not as per the above between 6.5 and 7.5. fo'!ow; specification : measures need to be taken. If pH exceeds 7.5, cluminium su!ohc' - or equivalent at the rate of fertilizer should be I kg per cubic meIre t: >ower added the pH by one full point. If pH is below 6.5. add ground limes .-:e or equivalent kg per cubic me're fertilizer at the rate of to raise p! -/ c:c, ull point I

Goverrnment of uttar Pradesh. Public Works Project Co-ordinating Department. Lucknow. India Consultants (PCc) Services for 6-1i Ultir Prodesh State Roads Project STORE

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LEGEND:.

Proj.dScI

UTTAR PRADESH STATE ROADS PROJECT -11I| Public Works Deparmnt. Govt. of Uttar Pradesh .__ CICN5UTANCY Nol.: |N In t SERVIESFOR be P d - 2 o OHV Consultfnts Fig. BV sTAlwft pAsTflcSrWjCf I A2) eet i~.. No OWLOPVEWTeO4CL .p &de * of 11 om P.O.rCOOMM.ING A3STA,C PFCT o be rold CONaA.TMSV00C )S_R I s.. VWpc IE POj I .L uLKOOW- uN'. ;5OO is am hoo4.fisdsc BYBMEP-2(TW00t* SAWC^DbN 41 L 1 .I- 24000 t000 5 7000 1500 Q20 24000

!tI <-r=-0~~~~~~~X - 1

it~~~_ t- X__.;

PLAN

LEGEND:- m•CROW •..m

UTTAR PRADESH STATE ROADS PROJECT.- 11 T I Publlc Works Department, Govt. of Uttar Pradesh _CONSANTCYSERVICES FOR Nob-:- 1) No tree DHV Consufants b tO be ploted Ithi. 2.5rn of .ett ; -. EV sTATE TIE OEWJTmocltsm wwwOewC Fig.No. rc"MNQ0u8TATSO=ES TEO*cm ASSIsTAIN Yzcr Nt:- 2) Altomt. l.W 0.d 4.tSF #US4 _OC aw ~ tetob cr ISd _ of eIes Ore to be ,ope@td Lu - -u-e. WIr0Ps dIte_ b$4 f BMBP2(t C8.L RROW. SY~*TM~ 1h@sees. e O.oobI. mhm owt speciiwd. -MDSW(- W. 4 41 L_ I

BRICK LAJO ON EDGE

BRICK LAWDON FLAT

THIS SPACE. OBTAINED FROM THE PERTICULAR ARRENGMENT WILL FACILITATE GROWTH OF VEGETATION ON SLOPE

KERB STONE

Z CGABION BOX

, I111III M I 1 I1)t111- I /. WATER BODY - BRICK ARRENGMENT ELEVATION

1605

< ms t:~~~~~~~~~~~~~~~~~AB10t, ------= X

- ~~~~~-- -S -

=__=-==- = ------

S 11 _ ROADS PROJECT- w DRAWING: T-1PROJECT UTTAR PRADESH STATE in assoeathn DHV Cons andP Halacrow Res ON EMBANKMENT Operston TITLE DESIGN FOR BRICK PITCHING De.velopmentC SCALE: l:SOt MDP Consulta O.GE

.LAT ~~

:)I rPAINED R'ICULAR , KE8I^SPRDTISILNE RWN 'ALS a0TH OF )M SLOPE g I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

AF|ER TWO omm (Brick loid on Flot) COURCES ONE COURCES OF 70mm (Brick laid on edge)

KERB SLAB AS PER DETAILS IN PLANTER DRAWING GOOD OUALfTY BRICKS (CLASS I3) HAND LAID ON THE SLOPE.

GABIO,N BOX AS PER DETAILS IN GABION STRUCTURE DRAWING

BRICKO PITCHING OF SLOPE SURFACE

SCALE

500MM 200MM Omm 500Om NOTES I I i~~~~~~~~~)F'OLLOW WRITEN DIMENTIONS ONLY 2) ALL DIMENSION4S IN MM 3) ANY CHiANGES TO BE MADE TO BE APPROVED B3YTH-E SUPERVISION CONSULTANT

Public Works Department, Govt. of Uttar Pradesh In associaWnCON SULTANCY SERVICES FOR DHV Cons tants BV STATE ROADS INFRASTRUCTURE DEVELOIMENT TECHNICAL ASSISTANCE PROJECT Halcrow an nt Operation Rer rch Grou PROJECT CO-ORDINATING CONSULTANTS (CC) SERVICES - LUCKNOW - INDIA Development SUItSfttd FUNDED BY THE WORLD BANK (Loan No. 4114-IN) MOP Consula (v.)Ld _ G. L.

ELEVATION

GEOTEXTILE fIXED TO L AND T SECTIONS W!TH BINDING WIRE --1 275 275

., '.'M.S. ANGLE 25mm x 25mm x 3mm

625 PLAN B o

. k~~~~~~~~~ - I_, ~ ~~

i0.(25 S X 25 PM X 3 MY)

SECTION A-A L NO T iGiRE GEOTEXTlLL WIRARF 14,0 N OR SIMILAR

75 APPROVED MAKE -M. S. ANGLE SUPPORTEDO OEG MESH (25 MM X 25 MM X 3 MM)

BINDING WIRE T1HROUGH SLOTS

=A I ______

Title: Silt Fencing Arrangement For Water Bodies T-3 ISO 435 ~~270 i 50 CORNER TILET Zl 0 i 4l tC X 270 . R

CD a

7 TLLE HALF

TYPE I TY1PE 2 CEMENT TILE

AS PER TILE ESIG CORNER TILE 210 270

BE 2 I O L H X L rl~~~~~~~~~~~~~~~~~~~~~~'XING o)r TI

T HALF TILE D rN

SCALI.

500MM

PROJECT OrawingNo: T*2 ~UTTAR PRADESH STATE ROADS PROJECT - 11 tn nuU. DHV Consultar TITLE Hadcow and Pthnem SCALE: 20 * PA,VING raUonReatn R E.. MDP_. .Consuftsnts. ._ (PR IO 450 450

E1 1

TY1PE 2 TVrPE CEMENT TILES IN 1:6 CEMENT MORTAR

MM MORTAR CAP 11 nd CLASS BRICKS LAID ON FROG AND FIXED IN 1:6 CEMENT MORTAR l1OMM MORTAR GAP W L f 375 f ~~~~~~~~110 MM MORTAR GAP ~~~' ~~P.C.C. (M20)

,g.- iRAMMED EARTH (M20)41 I IXING Or TIlES RAMMED EARTH

FIXING. OF HRICIlS

SC ALlE

50OMM 200MM OMM 500MM 1000KIM

NOTES 1) FOLOW WRITTEN DIMENSIONS ONLY 2) ALL OIMENS:ONS IN MM UNLESS OTIHERWISE STATED 3) SITE sPECIFIC CHANGES IF ANY. TO 8E MADE ONLY ON APPROVAL OF THE ENGINEER Public Works Department, G? t of Uttar Pradesh ICONSULTANCY SERVICES FOR Consultants BV STATE ROADS INFRASTRUCTURE DEVELOpMENT TECHNICAL andPtners ASSISTANCE PROJECT ptIownR%cQs p .PROJECT CO-ORDINATING CONSULTANTS (kCC) SERVICES - LUCKNOW - INDtA insuflS SUttafbLtd. FUNDED BY THE WORLD BANK (Loan No. 4j 4-4N) BRICK PAVING RICK STEPS WTH _ ~~~S'TONECLADDING

300 THK. SRIW / / / ~~~~~~~~~~WITH SMNE ClDl \\eI

{ / / ~- ---- __------/------=--- -/======-- - BRICK PAVING

/ , , , e------__^\\\ /~~ ~ ~/ ~~~~ ------\

I I / -- __ -- _ --- _ _ ------_ _ _ _ _ ------_------\ \

X ------

==- ====-EL OPENING (3600 )=-=-

\- - - -======_ I

\ \ \ --- == ---= = --- = ------=-== =

TREKD - 300- RISER - 1SO

PROPOSED PLAN

SCALE: 1:50

PROJECT Public Dqwf No. T - UTTAR PRADESH STATE ROADS PROJECT -11 CONS[ _ _ . ~~~~~~~~~~~~~~~~~~STATE

SCALE: KS .T7EPROJE WELL - TYPICAL DETAIL FUNDE WI,|r STONE CLADDING -O- _ I -..r. Lvi.

ELEVATION RICK PAVING SCALE: 1:50 BRICK PAVING

X T~~~ _ -- STONECCLADOING

NOTE: - i) FOLLOW WRITTEN DIMENSIONS ONLf'

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IFANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Departmnent, Govt. of Uttar Pradesh CONSULTING SERVICES FOR __STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL~ ASSISTANCE PROJECT PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA FUNDED BY THE WORLD BANK (Loan No. 4 14-IN) 13

I~~~~~~~~~~~~~~~~ ,PIA

E3--- PLAN~~~~~~ANCL I

d= *_ 5~~~~~0 75= ,OLi-_ A

_ ECTIONA- 'iC' MANHOLE FO^ S&' ''-:: ~IRSTCHAIdC s

Il 0t~~~~~ 10 ~ ~~~~~~~~~~~~~~ .:~~~~~~~ , IS75I

I L : rmI . L t ; L ' i

ROOF PLAN

IE PNNCIC

*~~~~~~~~~~~~~~o

Wl FO E¢N __-60 | I l 2GC tJkNHOLE

|7110G0 1200c 35 UANHOLE~~~~~~'XLE

< ~ - C11CH Ll[TILET- Ij-SI TSol''Ln I

. O .. i

Ud.S. PIPE T HIKP

::j:~~~~~~~~SETiNO(14a !F 2~~~C ~ ~~~ L. *jJ ~~~~~~~~~~~~~~~~~~WALLor OITCH 2rC OilanfGeseSeart 0~~~ 6ile~~~~~~~~~~~~~~~~~~~~~~PLATEr0RI o ° SECTION B-B~~~~~~~~EC;O*FOR I ~~~~~~~~STANDN

S.ECTIO N -BELEVATION HAND PUMP

6" HIGH PARAPET

CEMENTED PLATFORM

X 1 50// 1 OOO / t\ X

PROPOSED PLAN

SCALE: 1:50

Public Wor .rw*tV No. T - PROJECT Draw No. T-5 UTTAR PRADESH STATE ROADS PROJECT -11 CONSULTIN STATE ROA PROJECT C SCALE:NTS HANDPUMP - TYPICAL DETAIL FUNDED BY

FUNDEDBY~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~______I HAND PUMP

Ln ~~~~~~~~CEMENTED BASE

6"X6" PARAPET

\PET >//

ATFORM ELEVATION SCALE: 1:50

HAND PUMP

0 10) CEMENTED BASE 6"X6" PARAPET

LO C r. Lvi1. LO SECTION XX

SCALE: 1:50

NOTE: - I) FOLLOW WRIT-TEN DIMENSIONS ONLY

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IFANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar Pradesh CONSULTING SERVICES FOR STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA FUNDED BY THE WORLD BANK (Loan No. 4114-IN)