(PHASE II) Ahraula Bypass December Sevces No,documents.worldbank.org/curated/pt/992671468752417153/pdf/E50… · Development Consultants Ltd. MDP Consultants ( Pvt ) Ltd Public Disclosure

E505Government of Uttar Pradesh Volume 21 EnvironmentalPublic Works Department

ManagementLucknow,lndia Plan

(PHASE II)

December 2003 Ahraula BypassRoute No: 10A

Pr,jsct Co-onang Conutnts (PCC) Sevces

(Loan No, 4114 - 1N)

Consultncy senivces for Uttar PradeshState Roads Project

,~~~~FL Copyoraularala

DHV CONSULTANTS BV Funding Agency:

in association with THE WORLD BANK

Halcrow and PartnersOperation Research GroupDevelopment Consultants Ltd.MDP Consultants ( Pvt ) Ltd

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Environmental Management Plan (Ahiraula Bypass) DHV Consultants BV

December 2003

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

ENVIRONMENTAL MANAGEMENT PLAN FORAHIRAULA BYPASS (PROPOSED ON

GORAKHPUR - SHAHGANJ ROUTE)

TABLE OF CONTENTS page

1 INTRODUCTION. 4

2 MAJOR FINDINGS OF THE EA. 6

2.1 Project Corridor. 6

2.2 Environmental Impacts. 7

3 CLEARANCE. 8

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED. 8

4.1 Pre-Construction Stage. 8

4.2 Construction Stage ......................................................................... 8

4.3 Operation Stage ......................................................................... 9

5 IMPLEMENTATION ARRANGEMENTS .................................................................... 22

6 INSTITUTIONAL STREGHTHENING ......................................................................... 24

6.1 Institutional Strengthening .......................................................................... 24

6.2 Training ......................................................................... 24

7 ENVIORNMENTAL MONITORING ........................................................................ 26

7.1 Introduction ......................................................................... 26

7.2 Objectives ......................................................................... 26

7.3 Methodology......... ... 26

8 REPORTING SYSTEM ......................................................................... 29

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS .......... ......................... 30

10 ENVIRONMENTAL MANAGEMENT - BUDGET ...................... ................................ 30

LIST OF TABLES

Table 1.1 Phase II Upgradation roads. 4

Table 1.2 Details of Route 10A-Gorakhpur to Shahganj Route and Ahiraula Bypass ........ .......... 6

Table 2.1 Potential Environmental Impacts along Ahiraula Bypass on route 10A Gorakhpur-

shahganj. 7

Table 4.1 Environmental Management and Action Plan for Ahiraula Bypass proposed on

Gorakhpu r-Shahganj (Route 1 OA) 9.......................................

Table 5.1 Implementation Schedule ................................................ 23

Table 7.1 Enviroinenital Mon-itoring Plan for Ahiraula Bypass Route 1OA ......... ........ 27

Table 8.1 Desired Monitoring and Reporting Process and Responsibilities ............. .................. 29

Government of Unar Pradesh, Public Works Department, Lucknow, India

Project Co-ordinating Consultants (PCC) Services for Uttar Pradeslh State Roads Project


December 2003

Table 10.1 Environmental Budget for Ah.raula Bypass Route 1OA(Gorakhpur-Shahganj) ............ 30

LIST OF FIGURES

Figure 6.1 Proposed organisational set-up for UP State Road Project-ll(Phase 11) 25

LIST OF DRAWINGS

Drawing ABP-1 Typical Design for Construction CampDrawing ABP-2(a) Roadside Landscape DesignDrawing ABP-2(b) Roadside Landscape DesignDrawing ABP-2(c) Roadside Landscape DesignDrawing ABP-2(d) Roadside Landscape DesignDrawing ABP-2(e) Roadside Landscape DesignDrawing ABP-2(fl Roadside Landscape DesignDrawing T-1 Brick Pitching on SlopeDrawing T-2 Brick PavingDrawing T-3 Drawing For Silt FencingDrawing T4 WellsDrawing T-5 Hand PumpsDrawing T-6 Oil and Grease Separator

LIST Of APPENDICES

Appendix I List of Applicable MoRTH Clauses Published by Indian Roads Congress, New Delhi,

1998Appendix 11 Procedure for Selection of Sites for Construction Camps

Appendix Ilil MOU for plantation scheme between the UP Public Works Department and

Forest Department.Appendix IV Monitoring StandardsAppendix V Reporting SystemAppendix VI Specifications for Environmental Management Works

Government of Uttar Pr.idesih, Puiblic Works Deparitmenit, Ltickilow, India 2

Project Co-ordiia.tinig Consiltants (PCC) Services for Uttar Pr.adeshl State Roads Project


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

within the construction period.

3. MoRTH Specification The specifications published IRC (Indian !?oad

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.

Governmient of Uttar Pradesh, Public Works Department, Lucknow, India 3

Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmenlal Management Plan (Ahiraula Bypass) DHV Consultants BVDecember 2003

Project Co-ordinating Consultants Servicesfor the Uffar Pradesh State Roads Project, under IBRD Loan No. 4114-IN


GORAKHPUR - SHAHGANJ ROUTE)October 2003

1 INTRODUCTION

The Public Works Department. Uttar Pradesh, is carrying out the Uttar Pradesh StateRoads Project under World Bank Loan 4114-IN. The project preparation activitiesincluding the project planning and design is being carried out by the UPPWD throughProject Co-coordinating Consultants (PCC). The project envisages the majoraugmentation of capacity as well as structural upgradation of important highwaynetwork in the state of UP. As part of the project preparation activities, the PCn ;iascorried out the feasibility study for 18 conidors (slightly modified from 15 corridorsidentified by the SOS). based on various criteria including internal rates of return,environmental attributes of the area of influence, the likely social impacts of theproposed improvements, etc. The feasibility study identified 11 corridors (4 corridorscomprising 374 km in phase I and 7 conidors comprising 590.74 km of roads exclusive ofbypass lengths in Phase II) for upgradation to SH standards and 22 corridors for majormaintenance works wherein 808 km of road is in Phase I and 1736 km in Phase II

The UPPWD is the executing agency for this project and will be responsible for theoverall preparation, implementation and operation of the project. The routes taken upfor upgradation under the project are given in Table 1.1.

Table 1.1 Phase II Upgradation roads

Route descriptionRoute~~ ~ __ Length In costRoute FroKm INR million

3 }Pilibhit Khutar _72.87 - 1164.4B Lucknow I Bangarmou 73.2291 1315.96 Sitopur Bahraich _ 88.336 2490.0

78 | Azamgarh I Phephna i 100.929 1986.1IOA Gorokhpur IShahganj 109.656 2642.1

Uttaranchal11 Moradabad I Bdr 36.335 782.1

16 Deoria Ballia 109.447 1763.7[Total Phase 11 590.74 12144.5

Government of Uttar Prodesh. Public Works Derarlrnent. Lucknow. India

Environmental Management Plan (Ahiraula Byposs) DHV Consultants BVDecem ber 2003

The UPPWD, the executing agency for this project, is responsible for the overallpreparation, implementation and operation of the project. International contractorsselected through International Competitive Bidding shall carry out the implementation.The PWD shall be assisted in the supervision of the construction activities by internationalconsultants. The construction duration of the project will be 2 years.

This report details the Environmental Management Plan for Ahiroula bypass planned onroute 1 OA i.e,Gorakhpur - Shahganj. The proposed cross section of bypass is W3. In thiscross section two lanes of 3.5m width, hard shoulders of 1 .5m width and soft shoulders ofl.Om width on either side of the centreline are planned. The links and description ofGorkhpour-Shahganj route with reference to Ahiroula bypass are presented in Table 1.2

Environmental Manogement Plon (Ahiroula Bypass) DHV Consultants BVDecember 2003

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


GORAKHPUR - SHAHGANJ ROUTE)October 2003

1 INTRODUCTION

The Public Works Department, Uttar Pradesh, is carrying out the Uttar Pradesh StateRoads Project under World Bank Loan 4114-IN. The project preparation activitiesincluding the project planning and design is being carried out by the UPPWD throughProject Co-coordinating Consultants (PCC). The project envisages the majoraugmentation of capacity as well as structural upgradation of important highwaynetwork in the state of UP. As part of the project preparation activities, the PCC hascarried out the feasibility study for 18 corridors (slightly modified from 15 corridorsidentified by the SOS). based on various criteria including internal rates of return,environmental attributes of the area of influence, the likely social impacts of theproposed improvements, etc. The feasibility study identified 1 I corridors (4 corridorscomprising 374 km in phase I and 7 corridors comprising 590.74 km of roads exclusive ofbypass lengths in Phase II) for upgradation to SH standards and 22 corridors for majormaintenance works wherein 808 km of road is in Phase I and 1736 km in Phase II

The UPPWD is the executing agency for this project and will be responsible for theoverall preparation, implementation and operation of the project. The routes taken upfor upgradation under the project are given in Table 1. 1.

Table 1.1 Phase II Upgradation roads

Routedeuption - Length in Cost

No. From To Km INR million3 Pilibhit i Khutor 72.807 1164.6

. .... .. , ._ .... ..... _ ... _ __ __ __. _ _ _. ._ ._ .....~~~~... ....... ... .. .__ . -- - ---- -

4B ! Lucknow Bangarmou 73.229 1315.96 _ Sitopur Bahraich 88.336 2490.0

7B Azamgarh C Phephna |__ 100.929!i 1986.1IOA Gorakhpur __Shahganj 109.656 2642.1

----I- I ~Uttaranchal11 Moradabad Border 36.335 782.1

16 ! Deoria - Ballia 109.447 1763.7Total Phase 11 I 590.74, 12144.5

The UPPWD, the executing agency for this project, is responsible for the overallpreparation, implementation and operation of the project. International contractorsselected through International Competitive Bidding shall carry out the implementation.The PWD shall be assisted in the supervision of the construction activities by internationalconsultants. The construction duration of the project will be 2 years.

This report details the Environmental Management Plan for Ahiraula bypass planned onroute 1OA i.e,Gorakhpur - Shahganj. The proposed cross section of bypass is W3. In thiscross section two lanes of 3.5m width, hard shoulders of 1.5m width and soft shoulders of

Environmental Management Plan (Ahiroula Bypass) DHV Consultants BVDecember 2003

1 .Om width on either side of the centreline are planned. The links and description ofGorkhpour-Shahganj route with reference to Ahiraula bypass are presented in Table 1.2

C(,vprnmmnt o,f I Ift-r Prn,4-,<h P . i,i,- - A-, fl- r.,-#..-..., i..,-d..;

Environmentcl Management Plan (AhirOula Bypass) DHV Consultants BVDecem ber 2003

Table 1.2 Details of Route 10A- Gorakhpur to Shahganj Route and Ahiraula Bypass

Link description Road No.Link No. I From To ILengthInKm

0OA.1 Gorakhpur (Haraiya Sikriganj MDR 49 32.300_ _ _ _ C hungi) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _O0A.2 Sikariganj jShankarpur |ODR 14.450INewStart of Ghaghra e10A.3 Shankarpur Bridge Alignmen 3.149

Start of, A4 ,End of Ghaghra Bridge BudhanPur ODR 10.057(Kumanya Ghat) bypass ODR 10_057

NewBudhanpur Bypass 1 Alignmen 8.500

End of Budhanpur__End_of Bydhnpass I Ahiraula i MDR 97 10.3001 Bypass|Ne

New Ahiraula Bypass AUgnmen 3.370

10A.5 End of Ahiroula Bypass I Ambari MDR 97 14.90010A.6 Ambari IShahganj I SH 34 1 12.500

2 MAJOR FINDINGS OF THE EA

Before presenting major impacts on the environment of the study region, a briefdescription of the project corridor and bypass is presented below.

21 Project Corridor

The project corridor, from Gorakhpur to Shahganj, has a route length of 109.656 km. Therood traverses in south-west direction starting from Haraiya Chungi and terminating atShahganj. Major settlements along the corridor are Gorakhpur, Khejuri, MahadevaBazar, Sikariganj, Belghat, Budhanpur, Ahiraula, Mahul, Ambari and Shahganj. There areno archaeological/historical monuments along the project route. The corridor mainlytraverses alluvial plains. The soil type varies from sandy clay and silt to heavy clay. Themost commonly found tree species along the corridor are eucalyptus, sisam, jamun,babool, mango, pakari, peepol, banyan, arjun, neem etc. The average tree densityalong the road is 164 per km. The road crosses Ghaghara river, Aami river, Kuanwarriver, Majhai river, Kuano river, Sonawa nalla, Jamura nalla and Tarana nalla. There aretotal 145 culverts (1 for city drains, 33 for irrigation channels and 111 for naturaldrainages) and 10 bridges (2 for irrigation channel and 8 for natural drainages). Apartfrom this, a major bridge over river Ghaghara at Kumariya Ghat has been proposed.The two new bypasses will cross Tonse river, Chhoti Saryu and Pikia nalla where also newbridges have been proposed. The south-west monsoon contributes major portion ofrainfall ir this region. The average annual rainfall in the area is around 1000 mm, whilethe annual average temperature lies between 25°C to 27.5°C. The general altitude ofthe area varies from 200 m to 250 m. The project road lies in seismic zone IlIl and IV. Thehorizontal coefficients (cc) for these zones are 0.04 and 0.02 respectively, as against thehighest value of 0.08 and thus can be termed as moderate zone.

The proposed Ahiraula bypass starts at chainage 13.600 of MDR-97 and terminates atchainage 17.560 after crossing Tonse river. The design chainages of start and end pointof bypasses are 84.482 and 87.872 respectively. The bypass mainly traverses throughagriculture fields. The bypass crosses Tonse river at design chainage 87.525 where a40m wide new bridge is proposed. The bypass will affect two mango plantations atdesign chainages 84.925 and 86.800 respectively. There Is restricted width available atAhiraula town. If desired widening Is to be done In this town then magniude of RLR will


be enormus. In order to help reduce congestion In future years and to reduce pollutionlevels bypass has been planned.

The project route and Ahiraula bypass alignment does not pass through anyenvironmentally sensitive areas such as protected forests, bird sanctuary or wild lifesanctuary.

2.2 Environmental Impacts

Table 2.1: Potential Environmental Impacts Along Ahiraula Bypass on Route 1OA:Gorakhpur-Shahganj

AttrIbute Description of Impacts SignificanceAssessed

Physical - No new quarries to be opened LowResources - Existing operoting quorries having

sufficient materials have been |identified

Air Quality - Materiol transport and hot mix plants I Moderateare likely to cause pollution duringconstruction. Some localized increasein SPM is also anticipated alongstretches where eorthmoving is inprogress.

- Air quality standards are unlikely to be |exceeded by even 2011 A.D.

Flora level - 68 trees are to be cut to facilitate Lowconstruction.

- No endangered species of flora havebeen recorded close to the projectroute. ___

Noise Level - Increased noise levels will occur along I Moderatestretches where construction work is in Iprogress.

- Operation stage noise levels areprojected to exceed the norms forresidential areas.

Fauna - No protected areas are located with Moderatethe influence area of the proposedalignment.

- There is no record of any rare orendangered species of fauna near… -t the-project-route.

Land use - There will be land acquisition for the Moderatebypass alignment. It is estimated thatland acquisition will be 15.1 7Ha.

- Further, there will be natural land-usesuccession following improvedconnectivity.

Water - No hand pumps are required to be LowResources removed in the proposed alignment.

- Pollution of water resources such asponds adjacent to the road andrivers/canals crossing can beeffectively mitigated if appropriate

_____ __ steps are taken.Human use - No public proposed is being directly LowValues impacted in the proposed alignment.

Government otf LIior Prodesh. Public Works Demortment. Lucknow. India 7

Environmental Management Plan (Ahiroula Bypass) DHV Consultants BVDecemb& 2003

Attrlbute Description of Impacts Significance_________________ 4- ________________ _I Assessed _ __

Resettlement - A total of 100 families will be affected. LowNo family is likely to be displaced.Bypass alignment is throughagriculture fields. |

3 CLEARANCE

The contractor requires the following clearances to be obtained after mobilisation butbefore construction works start

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

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

* Consent of the Uttar Pradesh Pollution Control Board for each hot mix plant used bythe 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 provisionsto the Engineer.

4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED

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

4.1 Pre-construcfion Stage

During the pre-construction stage, the management measures required will include.clearance of the Col, tree plantation for compensating the lost trees and affoi-estationfor increasing tree cover, measures for protecting/replacing/restoring utilities likely to beimpacted before the start of construction activities.

4.2 Construction Stage

This will be the most crucial and active stage for the Environmental Management Plan.The monitoring of the construction activity to ensure the pollution levels to be within thepermissible limits, will also go on simultaneously as the construction progresses. Theapplicable MoRTH clauses to be followed have been compiled and are given inAppendix 1. In addition, the need for a balanced evaluation and planning for risksassociated with construction activities related to roads such as accidental spillages andconsequent 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 possiblelocations where a risk assessment' will be useful include the locations of Hot Mix plants(spillage of fuel, bitumen. etc) and labour-camp sites. The site selection procedure forconstruction camp workers has been given in Appendix 11

I WhV nrk ."ogeone ter elack *.cki.*lV -ith W. phVyid clo f,on . the W emltte,nflt Aclion Plon OdIel 1 *are.,aly ,et 1.d k on hew soci.conomic op.cts. Conlfency

Psoanng n,oy be olopted lo set osi;d. ,eio.ces to, te -ens to, wtlh dw- is no way of prdictig sevedty ond pobob&ity of occ enc. with any gret degs.. o1 co.'fd.nCe

No. tl,heed o,poetion ol the e ~g.ncy 1- . ,esO.C. oocotion is sepl ot on stand-bVto C0ltef uch o slotion.

f.ovornmoni ,ef tIllfr.. PrH h P. s1;t.,- tiAi,-.,'t-.. Wrrlee ,rv no, I s s nr l n Ir4i. F

Environmental Management Plan (Ahiraula Bypass) DHV Consultants BVDecember 2003

4.3 Operation Stage

The operation stage will essentially entail monitoring activity along the corridor.Monitoring for pollutants specified in the Monitoring Plan will serve the two purposes. Inaddition to checking the efficacy of the protection/mitigation/enhancement measuresimplemented, this will help to verify or refute the predictions made as a part of theimqpact assessment 2 . Thus, it wiil complete a very important feedback loop for theUPPWD.

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

Table 4.1 Environmental Management and Action Plan for Ahiraula Bypass Proposedon Gorakhpur- ShahganJ (Route 1OA)

Environmental Enhancement/ Reference to iM RmplementiitionIssues/impacts Mitigation Measures Contract Documents anagemen Act Respoenibilition

PRE-CONSTRUCTION PHASEUncertainties con- Refer RAP for Detailscerning land and Iother assetsacquisitionInadequate Refer RAP for Detailscompensotion andother grievancesTree clearance (68 *Compensatory *Indian Forest Act .Only marked trees ].UPFDC. SC, PWD &trees to be cut) plantation & (i980) to h)e felled. Forest Department

additional . Compensatoryplantation plantation of 136 i

trees @ 2 saplingsfor each tree felled.!Removal of treest

-______ |____ K _____________ _____________ only within Col. _____ _Grubbing & levelling IleRemaval at remains .Project !Contractor to carry; .FDC, SC & PWD

of trees to facilitate Requirement out the clearing ofconstruction. stumps andcarting away Of levellingremains. I Carting away will

be done by thei FDC after the

stumps areI t removed from theI _ ground.

Siting of constructionl *Siting will be final .Project i *Contractor will *SC. PWDyard i after approval of Requirement I prepare a site plon.

SC who will look I . The contractor willinto the site and i avoid site nearplanning of the | water-courses forcontractor. site fuel & lubricant

storage areas..Machinery andequipment area will

I be protected.

2 The inputs from this and other projects of similar nature will help improve the quality of the environmentalmanagement plans in subsequent projects or modify any future activities along this highway too. Risk Managementduring the operation phase of the project almost exclusively deals with the accidents of vehicles carrying fuel orother hazardous materials. At this stage too, a dispassionate weighing up of the severity and probability is a must toensure that neither too mony nor too few resources such as personnel, vehicles or communication facilities areavailable to tackle the situation whenever it arises.

Government of Uttar Prodesh. Public Works Deportment, Lucknow, India 9

Environmental Management Plan (Ahiroula Bypass) DHV Consultants BV

December 2003

Environmental Enhancement/ Reference to Management Action Implementation

Issues/impacts Mitigatlon Measures Contract Documents I o Responslbiies

CONSTRUCTION PHASE (earthworks: road construction; camp sHie operation: procurement of material from

quarries, crushers and borrow areas: traffic management during construction)

Borrow pit *Indemnity by .MoRTH 305.2.2.2 *Contractor to verifyi 'Contractor and

exploitation cousing contractor to that enough PWD

loss of productive UPPWD against quantity of borrow !land third party claims. material is availabl&

I | at identified borrow:pits for this bypassat main route atchainages

I 2.500(ODR) and220.500(SH-34). i

*Equitable *Contract I .UPPWD will check ! .PWD NGO and

agreements for Requirement restoration and | contractor

borrow pit I post-restorationexploitation to be use.reached between

I land owners andcontractors in-cluding measuresfor post-restoration. I

*Contractors will .MoRTH 305.2.2.2 e Inclusion of !PWD and

submit plans to appropriate clause 1 supervision

UPPWD for borrow in construction | consultants

pit exploitation and contracts, moni- !post-use restoration toring of i.before com- ! compliance during'Imencement of construction andwork and proper administra-implementation of tion of contracts will,approved plans. be ensured.

*Contractors will be *Detailed INGO. PWD and| advised that i programme supervision

extensive | covering consultontexploitation of shol- irestoration for other'lOw borrow areas productive use shall

jwill not be be prepared by theapproved i contractor and

overseen by acompetent NGO.

*Restoration and 'Monitoring of * .PWD. Supervisionpost-restoration restoration work will consultant. NGOproductive use of I be taken up duringland will be ensured implementation.by the contractor.The productive useinclude usage toraqua culture. .

Erosion of embank- Earth works *MoRTH 306.3. ' -inclusion of i -Supervision consult-

ments shoulders and! specifications will MoRTH 307 shall be appropriate items ant. PWD.

pavement leading include provision for applicable for in specification. contractor and

to deterioration and stable slope mitigation I monitoring of PCC.

affecting stability I construction, com- measures in this im- compliance duringand integrity of road pacting and laying I pact construction and

out turf including i appropriatewatering until administration ofground cover is fully, contracts will beestablished. ensured.Embankmentprotectionmeasures areure-quired at Tonse Iriver bridge atchainage16.4(MDR-97) and Iother minor bridgesat crossings ofminor irrigation

I channels andNallahs.

|Brick pitching willbe provided at all

Government of Uttar Pradesh. Public Works Department, Lucknow. India 10


December 2003

Environmental IEnhancement/ Reference to IImplementation___Issues/Impacts Mitigation Measures Contract Documents Management Action Resmpoemnsblttien

locations as slopes of,embankments of these minorbridaes/culverts are_not too steep.Measures that wiill beladopted are:*Discharge zones ofdrainage structures;(culverts andbridges) providedwAith riprap.

*Construction in era-,sian and floodprone areas will berestricted in monsoon season.

eSide slopes will bekept flatter

_____ _____ ____ wherever possible. _ _ _ _ _ _ _ _

Safe site for *Site will be located *Contract *PWD will approve .PWD. Supervisionconstruction at least at 500 m IRequirement Ithe site chosen by iiConsultant andworkers' camp down wind from fthe contractor. Contractor

habitations such as *Conditions Will be -PWD, PCCAhiraula, put in contract ConsultantKaptangonj etc. A document forgeneric plan for the! ~ location of site atconstruction camp above specifiedalong with various disac.facilities and their sacslocations isindicated inl

_______ _______ Draw ing_A BP-l.1. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Sani-tation and *Proper availability *MoRTH 105.2 eControctor will * PWD, Supervisi-ondisposal facilities at of drinking water install temporary Consultant and

construction workers and sanitation toilets with septic Contractorcamp facilities at workers' tank/soak pits.

camp Ii*Contractor will .PWD. Supervisionpr~ovide suitable iConsultant andbt,lection and iContractordisposal system fordomestic refuse.For collection of

I I ~~~~~~~~~domestic refusedustbins will beprovided. The

Icollected waste willbe disposed off atthe nearestmunicipal landfillsite.

Cooking fuel at eWorkers' shall not .Contractor will .PWD, Supervision

workers' camp depend for ensure availability Consultant and

cooking on wood. ,of kerosene oil. ContractorI Inclusion of the

above conditions in:contract documentwill be ensured.

Healt facilities at .Availability of first 1.The contractor will .-PWID.Contractor.

workers' camp aid and health II ensure first aid PCC and*facilities will be boxes in adequate Supervision Con-

ensured. num bers and make: sultant.shift dispensary at I1camp. The above condition may beput in contract

_________document.

AIDS/HIV awareness eWorkers will be *To_organis *NGO and _-

campaignat madeaware o awareness .contractor, PWDworkers' camp HIV/AIDS and programme every and Supervision

protection meas- month .Consultant.

ures.

Environmental Management Plon (Ahiroula Bypass) DHV Consultants BV

December 2003

Environmental | Enhancement/ Reference to A ImplementationIssues/impacts Mitigation Measures Controct Documents Managemen con! Responsibiltties

Damage to services | eRelocation of any .MoRTH 110.2 1 *Potentially affected -Supervision Consult-

running parallel or potentially affected services will be ' ants/ Contractors/

across the proposed services prior to identified in design PWD

bypass alignment f commencement of stage.durina construction any construction I sleading to | worksinterruption in supply

|Contractors will be *MoRTH 110.6 .Service undertakers'.Service! responsible for I , wiil be notified for undertakers/identifying and relocation and NGO/PWD/Supervi-safeguarding i necessary sion Consultantservices adjacent i programming toto works and for avoid constructioncompensating delays (incl.statutory payments).undertakers for anyaccidentaldamage to suchservices.

,Relocation works .PWD/ Supervisionwill be completed Con-by service sultant/Contractorundertakers beforerood constructionworks proceeds inaccordance withan agreedprogramme.

*Inclusion of .PCC Consultantappropriate and PWDclauses in con-struction contracts;monitoring ofcompliance during!construction andproper ad-ministration of con-tracts will beensured.

Fire Prevention *Adopt safe work *MoRTH 111.6 .Provision ot .Contractorpractice and have !adequate fireadequate fire ' fighting equipment

_ fighting facilities ! , will be made.

Presence of i *Contractor will I .MoRTH 105.2 1 .tnclusion ot .PCC Consultant.

contractors I provide own j appropriate supervisionworkforce increasing' suitably equipped I clauses in con- consultant and

pressure on already andstaffed site struction contracts; PWD

strained local emergency medi- monitoring offacilities including i cal facilities, compliance duringhealth & medical i construction andfacilities ; I proper ad-

! ministration of con-tracts will be

i________ |____ I ensured.

Incomplete post-use .Contractor to i .MoRTH 105.2 i .Inclusion of .PCC Consultant.

clearance and rein- I prepare site appropriate supervisionstatement of bose { restoration plans fori clauses in con- consultant and

camp, leading to i approval of UPPWDI struction contracts; PWDloss of land and to implement monitoring of .Supervision consult-

productivity or | these plans fully compliance during ants/ PWD/

additional costs for prior to demobi- construction and Contractorland owners to rein- lization. All i proper ad-state land temporary works ministration of con-

sites to be notified tracts will be -Supervision consult-I by the contractor ensured. ants/ PWD/

prior to use *AII sites will be Contractorphotographed torecord pre-usestate contractor willensure restoration

I of sites to perusestotus.

. BOQ's will includenominated


December 2003


Issues/Impacts Mitigation Measures Contract Documents I a ResponsibilItIeslumpsum forreinstatement oftemporary site.

Pollution of land. *During construction *MoRTH 306.3 *Monitoring of *PCC Consultant,

ground water and it will be ensured compliance during I Supervision

surface water arising. that contractor -_ construction and I Consultant, PWD.

from sanitary and does not dispose i strict administration 1 Contractor and

other wastes and I off debns in water of contracts will be, Statutory

spillages bodies by providing ensured. Undertakers

I sedimentationj traps.I .Soil laden run off Provision of waste *PCC Consultant.

will not be diverted 'disposol site for Supervision

to water bodies by I woste from Consultant, PWD,

provision of construction and 1 Contractor and

sedimentation | storage yard will be Statutory

traps. These will be i made. Undertakers

provided nearwater bodies whereiconstruction is inprogress.

*Vehicle 'PCC Consultant,

maintenance and Supervision

refuelling will be | Consultant, PWD.

confined to areas 1 Contractor and

under construction Statutory

yard to trap Undertakers

discarded lubricantand fuel spiffs Oilinterceptor may beprovided atconstruction yord.

eSanitation waste I 'Separate septic jPCC Consultant,

I from workers' tanks shall be used Supervision Consult

camp will not be for disposal of I ant, PWD,

diverted to water sanitary waste , Contractor and

body. The waste Statutory Under-.

water will be takers

diverted to septictank.

*Contractors will *MoRTH 105.2 jMonitoring of *Supervision Consult-

prepare, for i compliance during ant. PWD.

UPPWD's approval I construction and Contractor and

detailed public strict administration! Statutory Under-

health utilities plan of contracts will be takers

for the workers I ensured.

camps and otherworks sites, whichmake adequateprovision for safedisposal of allwastes andprevention of spill-ages, leakage ofpolluting materiolsetc.

,Contractor will be .MoRTH 306.2 'Monitoring of -Supervision Consult-

required to pay all compliance during ant, PWD,

costs associated construction and , Contractor and

i with cleaning up strict administration Stotutory Under-

any pollution , of contracts will be takers

caused by their ensured.

activities and to !

pay fullcompensation tothose affected _i__ ! _

Contractor's water 'Contractor will 'MoRTH 306.2 iMonitoring of -Supervision consult-

abstraction resulting make suitable . compliance during i ant. PWD, PCC

in depletion of arrangements for construction and Consultant

scarce water own supply and strict administration

resources with local protection of water of contracts will be

users and protection bodies from ensured.

of surface water pollutionbodies from .Silt fencing will be | i

ipollufionfP omnerPtewd I __ _ ____ . _ __

o~~~- In if f zrr Prnrvi-Ah Ptiblic Works DeoOrtment, Lucknow. Indio 1 3

Environmental Management Plan (Ahiroula Bypass) DHV Consultants BV

December 2003

Environmental Enhancement/ Reference to Management Action sponsltiesIssues/Impacts Mttlgatlon Measures Contract Documents Mao Responsibilites

due to construction provided all aroundactivities the base of the

stockpile ofmaterials wherevermaterial isstockpiled near

!water bodies as per,I typical drawing T-7 j ! !

Construction traffic -Contractors will use iContract i.Monitoring of oSupervision consult-

causing pavement .appropriate Requirement compliance during: ant. PWD, PCC

and structure z vehicles and to construction and Consultantdamage due to comply with legal strict administrationoverloading, . gross vehicle and ! of contracts will be

axle load limits ensured.

congestion and ! *Contractors will .MoRTH 119 & -Preparation and .Supervision consult-increased road repair damage at MoRTH 111.11 enforcement of ant, PWD. PCC

safety hazards own expense. traffic ConsultantSince bypass will be , managementa new alignment I plans.no vehicular trafficother than involvedin construction isexpected. ___ _

Road safety hazards | .Contractors will -.MoRTH 112 oMonitoring of .*PCC Consultant,associated with take oll reasonable compliance during supervisiontemporary traffic measures to construction and . consultant and

diversions ' minimise interer- strict administration PWDence with traffic of contracts will beflow and to provide ensured.safe transit at jdiversions |

,Few recommended: measures are:

- reduced speedsigns andboards beforediversionindicating suchdiversions.Proper blockingof road under

i construction toI avoid following

of differentpaths atdiversions

L Monitoring twoway traffic flowby providingproperinformation totraffic police

Air pollution from as- .AspholtandHot mix 'MoRTH 111.5 ' -Monthly monitoring .PCC Consultant.phalt and Hot mix plant wil be located of air pollution and supervisionplants, construction indownvvind timely action tode- consultant, PWDy,rdand due to directionata crease the and contractormovement of minimum distance of pollutantmechanicol 500 m from urban concentration bycompactor. town such , appropriate

Ahiraula,Kaptanganj.j meosures will betoken.

iTrucks carrying con-1 .MoRTH 111.8 |The supervision oPCC Consultant,struction material consultant shall supervisioniwill be covered i i enforce the consultant. PIU andwith tarpaulin to mitigation contractor

iavoid spilling. measuresI . suggested through

efficient monitoring.!.Water sprinkling will .MoRTH 111.8 *PCC Consultant,be carried out in supervisionmornings and eve- consultant. PWDnings on haul roads and contractorand compoct

Government of Uttor Pradesh, Public Works Deportment. Lucknow. India 14- - -. _ .-.. .. - - __ . _ _ _, ,.,, I ,. C,n__-_ Onr.r4e DrAro

Environmental Management Plan (AhirOula Bypass) DHV Consultants BV

December 2003

Environmental Enhancement/ | Reference to M ActIon ImplementatIon

Issues/Impacts MItigatlon Measures Contract Documents Management Action ResponsIbilities

surface.'Vehicles and ! MoRTH I1.1 I PCC Consultont,

construction I supervision

machinery wit be I consultant. PWD

maintained to and contractor

conform emissionstandards specified |bySPCB.

.Stock piled sand |MoRTH 1l 1.1 *PCC Consultant,

and stone will be , supervision

j wetted before consultant. PWD

loading. and contractor

*Construction debrisshall be disposedonly at designatedsites. !

Noise Levels *Construction yard .MoRTH 11.5 lSupervision consult-

(will be located at ants, PWD and

500 m away from ! contractor

Ahiraula and1 Kaptanganj.' All equipment will !MoRTH 111 *Supervision consult-

be maintained in ! ants, PWD and

good working I contractor

order, properly I! designed engine

enclosures andinbuilt silencers.

iConstruction work |Controct -Supervision consult-

I wiH be prohibited I Requirement ants. PWD and

between 10.0 PM -contractor

6.00 A.M. at allhabitations

High Noise Levels *No noise sensitive *None -None None

receptor is locatedeither in proposedRoW or abuttingRoW. No noiseprotectionmeasures in termsof double glazing

I of opening are_ required. _ i

Water Logging and .In order to avoid * Design .PWD will ensure -PWD, Supervision

Cross Drainage flooding on rood Requirement design for new consultant and

carriageway level wilW alignment have contraclor.

be plonned based | been done based

on tlood data of lost I on 30 years flood

30years. data.

Accidents Hazards ' *Following safety

and Safety measures hovebeendesigned toenhance safety:

,Development of .Design rhe supervision 'Supervision consult-

inter-section at start Requirement consultant will ant, PWD and

and end point of ensure that safety Contractor

Ahiranla bypass. measures are con-! structed as per

______ I |MoRTH design.

Negative Impact on .To compensate for .Design | *The UPPWD will .PWD, supervision.

Flora due to Cutting i 68 numberof trees I Requirement ensure availability I consultants.

of Trees to be cut, 136 of budget to State contractor. NGO,

i number of trees will Forest Department Forest Department

be planted. for plantation and

. MOU for the consultation that

plontotion scheme specified number

between the i of trees are

Public works i planted.

Department and |

I Forests !

Department givenin Appendix Ill.

15


December 2003


Issues/impacts Mitigation Measures Contract Documents I en_c_on_! ResponsIbIltles

*Design oThe UPPWD will .PWD, supervision,

Requirement ensure availability consultants,of budget to State contractor. NGO,

Forest Deportment Forest Department

for plantation andthat specifiednumber of trees are,

I__ _ _ _ _ _ _ _ _ _ _ i__ _ _ _ _ _ _ _ _ _ _ _ !__ _ _ _ _ _ _ _ _ _ _ I p la n te d . I

Negative Impact on 'Additional o.Design .Engineer, PWD will

Fauna plantation in I Requirement ensure the

available free j , protectionof the

space shall provideI fauna along the

habitat to nesting j proposed

Avifouna lost due | alignment of

to cuttingof ! bypass.

roadsideplantation.

-Constructionworkers sholl betrained about safe j

handling of animalsif found by chonce."The cost for trainingof workers on this

i aspect has beeni built into project

cost. ! . _I

Cultural Severances oNone shrine along oNone I .None i .None

the proposedbypass alignment isto be shified.

Occupational Safety! -Construction | *MoRTH 111.6 oThe contractor will o *PWD, PCC.

and Health workers will ensure adequacy contractor and

provided with per- and availability of I supervision con-

sonal protective PPEs. sultont.

equipment (PPE)i such as elarplugs!

helmets, safetyshoes, gloves, etc. I


Environmental Enhancement/ Reference to Management Acti ImplementationIssues/Impacts Mitigation Measures Contract Documents con! ResponsibilltiesBridge construction .The construction Design Provision will be i Contractor superon Tonse River (16.4 should be in lean Requirements made in contract i vision consultant.- MDR-97) and Nala season flow ! document UPPWD(06.7 - MDR-97) O *Oil interceptors .Designand sedimentation Requirements - Provision will beItraps should be made in contractinstalled to avoid i documentcontamination of .

iRiver water by oiland debris /soil. Few'construction relatedmeasures are givenbelow: . D

a) The bridge .MORTH 1200 Cnditions will be Contractorstructure shallinlddn contractj be designed document.properly tosupport thestructurol loadof bridges onddesign shall besuch that it hasminimumimpact on ecosystem of waterbody.

b) To limit thepotential forchemicalattack theconcretefoundation Ishould containa 330Kg/CC. FoIunderwater

I concreting 10% iextra cement |may be used.

Environmental Management Plan (Ahiraula Bypass) DHV Consultonts BVDecem ber 2003

Environmental Enhancement/ Relerence to ne t Actlon ImPlementatinIssues/Impacts Migaton Measures Contract Documents, ResponsIbIlitIesSiltation into water a) Slit fencing will * MORTH : 306 * Conditions will be * UPPWD, SC.Bodies be provided at but in controct Controctorthe base of the r MoRTH :306 document. .embankmentfor the entireperimeter ofriver and Nala(including wells)as per detail indrowing

b) Siltation of soil into the water bodies will beprevented as !far as possible. iThe contractorwill take allreasonablemeasures in thiscase.

c) A constructionmaterialcontaining fineparticles shollbe stored in onenclosure such ithot sediment-laden waterdoes not gowater body.

Torrent Run off a) No tree or * MoRTH :201.2 *Conditions will be . UPPWD.SC.vegetation included in contract Contractorother than .. MoRTH :306.2 &4 document.those

designated forfelling will becut.

b) The contractorshall take allnecessaryprecaution andconstructtemporary/permanentdevices toprevent woterpollution (dueto siltation andincrease ofturbidity)

Environmental Manogement Plon (Ahiroula Bypass) DHV Consultants BVDecember 2003

Environmental Enhancement/ Reference to implementationIssues/Impacts Mitgation Measures I Contract Documents Mangm t ResponsibAioHlesAlteration of | a) in selection of 1 MoRTH: 305.3.7, Conditions will be UPPWD,SC,Drainage I water body included in ! Contractorearth, stone or MoRTH 306 ! contractany document.construction

i Materials orappendage

I shall beproperydisposed off soas not to blockthe flow ofwater.

b) All necessarymeasures shallbe taken topreventearthwork.stonework.materials andappendage Ishall beproperlydisposed off sofar as not toblock the flowof water.

Contamination of a) Allmeasureswile. MoRTH 111.1 .Conditions will be . UPPWD.SC.water from be taken to included in Contractorconstruction wastes prevent the contractwaste water document.produce inconstructionfrom enteringdirectly intowater,body as

i directed byengineer.

b] Construction !works on river Ishall beavoided duringmonsoon

cl The dischargestandardspromulgatedunder theEnvironmentalProtection Act. I I1986 shall bestrictly adheredto. All wastearising from the

.bridge is to bedisposed otf inthe manner that'is acceptable Ito the UttarProdesh State |Pollution ControlBoard l(UPSPCB)and theengineer.

Environmental -.Ambient air quality .Contract .Records will be *PWD. PCC.monitoring during to be measured Requirement maintained for contractor andConstruction Phase Ionce in a season reporting and for supervision con-(except monsoon) future reference. sultontat locationIspecified inmonitoring plan.Monitoring


December 2003

Environmental Enhancement/ Reference to Management Action ImplementationIssues/Impacts Mitigation Measures Contract Documents ___________c_on I ResponsibilltIesstandards provided

Iin Appendix IV .eWater quality *Contract

*PWD. PCC,(ground and Requirement contractor andsurface) to be supervision con-monitored once in sultanta year (except

monsoon season)at locationsspecified inr

j monitoring plan'Noise levels to be i *Controct !PWD, PCC.monitored once in Requirement | contractor anda season at

supervision con-locations specified sultantin monitoring plan

.Soil quality along *Contract *PWD, contractorRoW to be Requiremnent and supervisionmonitored once a I consultantyeor

i 'Monitoring of con- *Contact .PWD, supervisionstruction sites for ar- requirement consultant,rangements made contractor,for protection

measures atstorage areas,j drainage and

,PWD, supervision'Inspection of . Contact consultant,construction comps requirement contractor.for sanitation

Enhancement MeasuresEnhancement of ' .Since bypass length .None I *None NoneRoad Side Ponds is little over 3.0kmand Water Bodies no enhancement

measures planned.A foirly lorgenumber of pondsare plonned to beenthanced on MDR-

I 97 on which this !byposs is locoted. i_Rood side 'Plantation along 3Design 'Necessary details of .PCC, PWD,

Landscape the corridor shall bej Requirement outlines enhanced Supervisionas per the typical measures will be in- Consultont. NGOdesigns provided in cluded in contract and Contractor, UPDrawings ABP-2(A) document. State Forestto ABP-2(C). sub-

Developmentject to the Corporation.approvol of these

from UP ForestDevelopmentCorporation.Suitable design asper the land avoil-ability shall be pro-vided.

Cross drainage and 'Desiltation of drains 'Design I.Maintenance of re- .PWDflooding crossing the Requirement cords of desiltationproposed

will be ensured.alignment to avoidwater logging. Thedesiltation will bedone before onsetof monsoon. The jrecords tordesiltotion will bemaintained.Formats to maintainthese records aregiven in EMP.


|Issuesmp IMHb Measu nts Management Acton

ERATIONA crosingrAve

ncreosed Air | PAmbient air Niity pMonitoringPollution s monitoring at Requirement frequency is thriceIfollowing loctons

in the operationalAhiroula mprket ! phase.p lan I i i*End point of !bypass after

crossing river

o maTonsee oise Polilution *oie oo Project Monitoring i .PWDmonitoring at p Requirement frequency is thricefollowing locftces in the operationalong the projlwn phase.route corridor. .PWD.*Ahiraula

I o Local unit of PWD| End point of |to ensurebyps after |maintenance and

crossing river [ ~~to make inspectionWater Pollution *Prvd4noofol .Poet .Mnoig i.PW

neOr the following Q phOs theclocation1 6 .400(TonseriverJ.as per typicaldrawing given in TMonitoring ofsurface and groundwater quality atfollowing locations I at least once atiyear:.Tonse River-Hand Pump atAhiraula

Soil Characteristics |.Monitoring of soi *Project 'Monitoring *PWDquality of Requirement frequency is thriceagricultural field in operation phase.close to RoW atAhiroulo.

*Checking of *Project *Proper *PWD Forestoverflow of spillage Requirement maintenance of | Departmentfrom the avenue trees andcfrriogeway by vegetation jil

bepromoting growth tlken up bof vegetotion covertnalong the road

p shoulders andpreventing overflow!

_ in agriculture field. |Maintenance of $ .The saplings shall I Project i.Appointment of an .PWDroad side plantation be planted and IRequirement engineer forshall be watered at i arboriculture andi regular intervals,

staff to assist him.Replacement , will be made.planting for dead *UPPWD respectivesaplings. unit toke-iiPossible undesirable -Vigilonce to .Project . mproveent UPPWD and theinduced uuhieeprevent Requirement i project route will be: Environmental and

development I unouthorised devel-' properly Socialopments and b y maintained. Management unitefciecontrol by under PWD.regulations and

_ control of land use | _ -Problems arising with oInteraction with .Project t.Recommendations iStatutory Authoritiegeneral road safety local community to j Requirement | made will be im- 0 specitied under

due to increase in explain road safety j plemented in various lawstraffic aspects. i coordination with

other departments(RTO, UPSRTC.

I Private tronsport

Government of Uttar Pradesh Pi ohl.-6 r - -.

Environmental Manogement Plan (Ahiraula Bypass) DHV Consultants BVDecember 2003

Environmental Enhancement/ Reference to naement Action implementationIssues/impacts Mitigation Measures I Contract Documents ! 9 I Responsibilitiesoperation,

_ Education Depart-I ment, Zila Parishad. I_ _ _ _ _ ___ I _ _ _ _ _ _ _ _ , _ _ _ _ i_ etc.)Problems arising with' .lnteraction with

general road safety drivers and driving -due to increase in I institute to imbibetraffic aspect of roadsafety in driving.

i.Interaction withstate road transportundertaking(UPSRTC) to traindrvers in use of thebus-stop and roadtraffic safetymeasures. Cost totrain UPSRTC drivershas been built intoproject cost. l

*Maintenance ofroad safety

I infrastructure to bedone propredy and !

__ _ Itimely. i

5 IMPLEMENTATION ARRANGEMENTS

The responsibility of implementing the mitigation measures lies with the UPPWD. Allconstruction activities being taken up by the contractor under the SupervisionConsultant (SC) will be scrutinised by the PIU. The responsibility of implementing themitigation measures lies with the UPPWD. All construction activities being taken up bythe 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 theimplementation of RAP. The same NGO will help the contactor and supervisionconsultants in getting the equitable agreement signed for borrow pit development /post use restoration between owner of the land and contractors. The NGO shall alsohelp PWD in supplementary plantation / compensatory plantation mainly to supervisesurvival rate and for involvement of farmers whose land is adjacent to RoW. NGO'sterms of reference will include these responsibilities in addition to RAP implementationresponsibilities. Specifications for environmental management works and given inAppendix VI. Implementation schedule is worked for phase wise implementation of themitigation measures as discussed below. Assuming that the clearance for the project isreceived from all the concerned authorities by the end of November 2003. pre-qualified contractors will be finalised by November 2003 and tender document will beready by January 2004 for issue to pre-qualified contractors and actual constructioncan commence in October 2004. In the pre-construction phase of the project thesupervision consultants shall review the EMP and RAP to identify environmental andsocial issues and arrive at a suitable strategy for implementation. The activities to becarried out and the target dates are presented in the Table 5.1. It may be mentionedthat the Ahiraula bypass will be implemented as a part of Gorakhpur - Shahgonj route.It will not be an independent construction package. Because of the above reason theconstruction schedule of bypass is same as for the routes/bypasses of UPSRP Phase 11.

Government of Uttar Pradesh P.ihli WL~ --.-.. -..-. -

I~~~~ I I I

-~~ _ I -1C

II i _ -0 _

g~ 11 1 ! 4 f- V V

Environmentol Management Plan (Ahiraula Bypass) DHV Consultants BVDecember 2003

6 INSTITUTIONAL STRENGTHENING AND TRAINING

6.1 Institutional Strengthening

The current management status of UPPWD is found to be inadequate to scrutinizeimplementation of the mitigation measures. The present organizational setup ismodified with an objective of strengthening the current management capabilities forimplementing the environmental measures and to make enviionmental managementregular, efficient and sustainable in the long-term.

The environmental management plan envisages on-site monitoring of constructionactivities and analysis of the samples collected. For this purpose two chemists would berequired. While they will be based in Lucknow, the collection of samples will involvetravelling to the sites where construction is in progress, as well as where specified in themonitoring programme. Other support staff will be procured from the UPPWD's ownmanpower as required.

Thus an induction of 4 more people is envisoged into the PWD environmental cell. Theengineers and chemists are available from the UPPWD staff itself. While the former areexpected to be from the filed staff, the latter will be deputed from the ResearchLaboratory of the PWD, which is a designated Test House, as notified in the Gazette. Theabove strengthening was planned before start of phase I implementation. It is assumedthat this strengthening will take place.

6.2 Training

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

Module I

Environmental OverviewEnvironmental Management Plan implementation

* Environmental Impact Assessment* Environmental Regulations and Acts

Environmental pollution associated with road projectEnvironmentally sound construction management

* Road projects and environmental issues

Module 2

* Environmental Management in constructionSafe 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 thatof contractor will also organise regular training of construction workers at construction side.


The organisation chart for implementation of phase ll is given below:

Figure 6.1 Proposed organisational set-up for UP State Road Project-lI (Phase 11)

Chief Engineer -World Bank

ProJect Director-LUPSRP -1t

Social Environment LAQ Archifect RevenueAE-4 AE-4 AE-2 Asstt.Architect Kanoongo - 4

ACIRCLES

E-1I

Divisions u

AE-4

iSupervision|NGO i * * -- - - sultant |

Civil Engg.-2 .Sociologist-2

r-z* CD Expert-l IR Expert -1

* I 4r

;-|PAPs .... |* - -- | Contractor *

Note:

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

Government of Uttor Prodesh. Public Works Department, Lucknow. India 25Proiect Co-crciinrilinc, -r%n,d,-,1fnf IPrC i -;- f-, I i-, 0- - e.-. ---.


7 ENVIRONMENTAL MONITORING

7.1 Introduction

The environmental monitoring programme provides such information on whichmanagement decision may be taken during construction and operational phases. Itprovides basis for evaluating the efficiency of mitigation and enhancement measuresand 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 objectives 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 managementplan in future projects.

7.3 Methodology

Monitoring methodology covers the following 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 specifiedare given in Appendix 111.

Governmeni of Uitor Pradesh. Public Works Deoartment. Lucknr w Inr.in


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

Table 7.1 Environmental Monitoring Plan for Ahiraula Bypass on Route lOAIi,.. ~~~~~~~~~~~~~~~~~~~~~~~~~~~Institutional--- _cn MONITORING ntuloa |c, M O i Responsibilities

E ci n _ _ _ _ , , i00 -~~~~~~~~Seca Stnad Loaon FIq mpltemen., E ig. s Parameters nce Standards Locaton Frequency Duration ion Supervision

SPM, RSPM, High volume Air (Preven- Wherever the 'Twice a year 'Continuous contracor Engineer..SO2, NOx sampler to be tion and Con- contracto s er f 2 u prov -a' NO. Gla 1 ~)n O-(winter and 24 hours/ or through ap- IUPPWDj CO, HC located 50 m trol of Pollu- dJecides to summer for 1 full proved moni-from the plant Von) Rules, lcate the Hot season) for 2 working day toring agencyo in the down- CPCB, 1994 mix plant yearswind direc-tion. Use

I c i method speci.! ) | ~~fled by CPCBI..|

for analysis i _ i _ _:SPM,RSPM HighVolume Air (Preven- Stretch of the iThnce ayear Continuous Contractor 'Engineer.Samplert4o betbon and Con- Iroad where (winter. 24hours/or through ap- :UPPWD¢°; ,~~~~located 40m rntrol of Pollu- !construction i summer an for I full iproved moni-._from the plant Ition) Rules, !is in progress !post monsoon working day itoring agencypri the down- 1CPCB, 1994 site iseasons)for2

wind direc- years2 l t tion UseC imethod speci-i-0o) ! fied by CPCB

Ifor analysis _j____ _ _ i _ _ __ a1 1SPM,RSPM. |High Volume IAir(Preven. 1.Ahiraula Thriceinop- 'Continuous IPWD ,UPPWD,SO2. NO., Sampler to be tion and Con- !market place) eration 124 hours' CO. Pb. HC located at 15 trol of Pollu- 'i Tonse RivPeriod. Dec I; O ! mtfrom the tion) Rules, 8rdge 2005, Jan Iedge of pave. iCPCB, 1994 1 2008 and Jan

ment 12011!° I i,, pH, BOO. Grab sample Water quality I. Tonse Endof sum. '- ]Contractor IEngineer.t COD, TDS, collected from andards by River imer before I through ap- jUPPWD

i TSS.DO Oil source and ICPCB 2 Hand the onset of |provedmoni-j |& Grease and analyse as . monsoon toring agency! Pb per Standard Pump at every year tor aey2 i Methods for Ahiroula 2 years ,Examination ,0 o t of Water and,r, Wastewater 8j!_

pH. _ Grabsample Waterquality i. Tonse End of sum- - 1 PWD iUPPWD8BOD.COD,TD rcollected from standardsby i IS,TSS, DO, Isourceand CPCB n ItheonsetofPb, Oi and Ianalyse as P o f jmonsoon inGrease. per Standard at 2005. 2008, IMethods for Ahiroula :and 2011

!ExaminationoIof Water andWastewater |_,_

-Floodinq and Flooding loca- jWater quaiity At locations of,Every year - PWD UPPWDCleaning of ltions to be standards of flooding and 'before onset0 drains/water '!identified and ;CPCB and 'locations !of monsoonoi bodies ichoked tcleaning shall jIdentified by

4'' drains, water I be to the the PWDbodies under 'satisfaction of

c Igoing siltation !1he Engineer- and subject to (PWD)

'debris j'disposal

o should moni- !tored undercleaning op- i! erations. The !;drains

!idenbfied!prone toflooding !

,chocking, siltation. etc. !should be ! i cleanedbefore onset

lof-monsoon.

Goverrnment of Uttar Prodesh. Public Works Department. Lucknow, India 27

Environmental Managemcnt Plan (Ahiraula Bypass) DHV Consultants BVDecember 2003

MONITORING Institutional Responsibilities

E Parameters I SGuidance Standards e Location Frequency Duration Implementa-EleersISueionio

iNoise levels ;Free field at 1 Noise stan- IAt equipment Thricea year iReadings to be PWD through i Engineer,i on dB (A) Im from the .dards by !yards (winter, taken at 15 'approved 'UPPWDi tscale iequipment .CPCB summerand seconds inter- monitring

iwhose noise post monsoon Ival for 15 :agencylevels are :season) for minutes every

':beingdeter- i two years, as ihourandthenmined. :required by !averaged. The

the engineer I readings willj oe | - } g i be recorded

! I i i . ! i I for 24 hours of:! _ i ; : ; | jthe day.

Noise levels Equivalent Noise stan- 'As directed by Thrice a year iReadings to be Contractor EngineerondB (A) noise levels dardsby jtheEngineer for 2years takenat 1 throughap- iUPPWD

D i scale using an inte- ICPCB i(Atmaximum duringthe !seconds inter- !proved moni-> u grated noise i 2 locations) constuction val for 15 tofing agency

level meter !period. minutes everykept at a dis- hour and then

z tance of 15 i averaged. Thefrom edgeof readings will

!pavement be recordedi | for 24 hours of:

___________ ___________ ~~~~~~~~~the_day. _ _ _ _ _ _ _ _ _ _ _

Noise levels IEquivalent Noise stan- Ii . End point of iThrice in op- Readings to be PWD through Engineer,

j I ondB (A) Inoise levels dards by bypass after leration period, Itaken at 15 jan approved UPPWDj scale lusing an inte- jCPCB crossing Tonse in Dec 2005, seconds inter- monitoring

I grated noise River. ian 2008 and val for 15 tagency! .9 1 ilevel meter 2. Ahiraula jan 2011. minutes every

kept at a dis- ! hour and thentance of 15 j averaged.

O from edge of

pavement I . !

monitoring of Sample of soil Threshold for At productive Once a year - Contractor '.Engineer,e Pb, Cr, Cd collected to be each contami- agricultural for 2 years through an UPPWD

acidified and nant set by lands abutting arppovedanalysed using IRIS database trafficdetours |monitoring iabsorption of USEPA until and traffi 'agencyspectropho- national stan- diversions, to

E tometry 'dards are be identifted |

_ tv lpromulgated. bytheEngi-

Monitoring of Sample of soil Threshold for At accident / As per the Thrice in op- |Environmental j UPPWD#s heavy metals, collected to leach contami- spill locations occurrence of leration stage 'Cell PIU3 oil and grease acidified and t nant set by involving bulk such incidents for monitoringi

.o analysed using IRIS database transport car- iturbidity

absorption io USEPA until rying hazard-spectropho- :national stan- ous materials

O tometry dards are IS locations I.___ . . _____-_- ~~l ! promulgated. maximum) _

Turbidity in Visual obser- , As specified At the drains, Pre-mnonsoon Engineer !UPPWD.° Stomm water vations during by the engi- ponds and and post-mon- .2 9^; s5jite visits neer PWD/ rivers near soon seasons

| E Water quality construction eachyearfor-c Silt load in satandrs q iuaeahlearfo

ponds tandards site 2 years

o - ._I_ __ __ ___ .

Turbidity in Visual obser- ;As specified Atmajjorwater Thricein 'PVD UPPWDe Storm water vations during by the engi- bodies identi- operation

site visits j neer PWD I fied by the phase during,

vo O Silt loadin 'Water quality |FWD. pre-monsoon. ponds 'standards I and post-Imonsoon

sesons inI0 2005 2008

| __ _ O__ -- !an _ __ nd 2011.Monitoring of: Visual obser- 1To the satisfac- lAt Storage Quarterly in i Engineer UPPWD

I. I 1. Storage vations will tion of the PIU larea and con- the construc-E ii i 3 Area suffice. These iand the stan- lstruction tion stage. |

usVc C c 2. Drainage are to be dards given in camps

. ° C Arrangements 0checked as the reporting |specified in form., 2 I _ 13. Sanitation the EMP as per- c g cO jin Construc- 'CI format of I

00 u lion Camps the reporting i

L system. i i _ I

Gox ernmnn of Uttar Pradesh, Public Works Department, Luckn ow, India 28lProject Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Environmental Management Plan (Ahiroula Bypass) Dl-V Consultants BVDecember 2003

MONITORING Instttuttonal Responsibiliftes

-~~~ E .S~~~~~ Parameters Guidancep( enI- uprviio§ E .e ParometersPGucial Standards Locatlon Frequency Duratfon e SupervisIon

c Monitoring It should be As laid out in All along the During the Forest UPPWD0 of felling of ensured that the Detoiled conridor felting of Department (to assist inu trees only those Design for trees- ctrees that tthe projeclC: are ~~~morked Iodntoc l

_ X ae e vwith the0 o~~re felled. I IContractor)o Survival rate The number The survivol All along the Every year ' PWD UPPWDa of trees of trees rate should conidor for initial five

o ! Success of Surviving be ot least yeors durngo _ re- duvng eoch 70%. below operation Io o vegetation visit should which phase.Cie *be replantation2 compared sholl beo vwith number done.O I of saplings

L I planted. I |

8 REPORTING SYSTEM

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

The reporting system will operate linearly with the contractor who is at the lowest rungof the implementation system reporting to the Supervision Consultant, who in turn shallreport to the PIU. All reporting by the contractor and Supervision Consultant shall be ona quarterly basis. The PIU shall be responsible for preparing targets for each of theidentified EMAP activities. All subsequent reporting by the contractor shall be monitoredas per these targets set by the PIU before the contractors move on to the site. Thereporting by the Contractor will be a monthly report like report of progress onconstruction and wiH 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 foad* 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 beutilized for the reporting are given in Appendix IV.

Table 8.1 Desired Monitoring and Reporting Process and ResponsibilitiesO t Contractor | Supervislon ConsuNtant | Project Implementation World Bank4(SC) Cell PWD (W B)Z a ~~~Item 1lrplementa Oveersee/jltion and Rprigt il eieItem implemenfa1 RportIngptoviIiod Report to WBDeidE [ ' ti and § 1 l IReportiReporting to S i PW C pli,nce. Supervision

J I SC |MonHoring !___ C ___ -_____ __ I__..I CONSTRUCTION PHASE _ j iiC I! Monitoring of construction i Before | | Quarterly | Quarterly Halt yearlysite and construction camp start of II ___ _____ ~ ~ Iwork C2; Target sheet for Pollution After I After Half yearlyI Monitoring required Monitoring | _ |_Monitoring lC3 i Target sheet for roadside Monthly Quarterly Qurterly Half yearly YearlyI plantation j_ j_ I i i

Govemment of Uttar Pradesh. Public Works Deoarlment. Lucknow. Indin 00

Environmentol Management Plan (Ahiraula Bypass) DHV Consultants BV

December 2003

C41 Target sheet for monitoring Monthly Monthly Quarterly Half yeorly Yearlyof cleaning water bodies

OPERATION PHASE i iOl Target sheet for Pollution As per After Twice

| Monitorina monitong monitoring duringI~ ________________________ _________ _________ plan operation

~~~~phase021 Target sheet for survival Quarterty After Once after

|reporting of roodside monitoring 3 years ofplantation I end of

constructilon

03 Target sheet for monitoring Quarterly After TwiceOf cleaning water bodies monitoring during

operationphase

9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS

No enhancement measure planned along the proposed alignment. Hence no bill of quantities.

Typical enhancement measures are taken along main route.

10 ENVIRONMENTAL MANAGEMENT- BUDGET

The environmental budget for the various environmental management measuresproposed in the EMP is detailed in Table 10.1. There are several other environmentalissues that have been addressed as part of good engineering practices, the costs forwhich has been accounted for in the Engineering Costs

Table 10.1 Environmental BudgetforAhiraula bypass Route lOA(Gorakhpur-Shahganj)

Component Stage Item UnH | U os Quanty T otal Cost_ _ IJINR) QuantIty (LNR)

Mitigation/Enhancement Measures

_.___ < _ _ Dust Management with - --

AIR iConstruction for vehicrpnkling of water, covers 00 Covered in Engineeringfor vehicles transporting ' ~ Costs

i- construction material . !

Pre-Construction 'Handpump No. 40 000 0 0and ___ jt ___ -.

Construction Nels NO. I 100,000 0 ; 0

ATER ~ ~ ~ ~~~lilad Grease Separators!RESOURCES il ano 55000 8 440000

PerWtrbodies ioConstruction neart Waern around soil ~8400wons Silt Fencing around s Covered in Engineering

stockpiled near jsq. m. 370_waterbodies Costs

; . . i I Covered in EngineeringConstruction Turfing/Pitching q. m. 5 Costs

S__- -- PperatiOnILReds eof Borrow c sm.1 150 Covered in Engineering

_ __ __.__ __. _ _. _ ________._._ .t .-. ______ Costs

NOISE iperstion D Oouble Glazing for ________ _______ ~~ensitive receptars' .m .0

Pre-ConstructioniCULTURAL ,and Relocation ot Shrines No. 12.000 Covered in RAP

PROPERTIES_ _ _ _ _ _ _ 0 0_ __

___ __ ' C onstruction I_ _ ____.._--- ___

-Plantation including ! ,Compensatory plantation I .

FLORA Construction P 2 saplings for each tree NO. 1.100 136149600I jfelled (stoggered to follow i 190

_~~~~ . .__.__._Civil Works)2 -__ .____ ! I_ SAFETY IConstrucin emrcting Borrow m. 54 Covered in Engineering

p k~~~~~~reas I vrCosts


Component Stage Item Unit IUn;RCost I Quantity |Toto CostProvision far hoardings atZ.onstrction Camps & S Covered in Engineering Costsiealth checks atC_onstruction Camps

_._;____Enhancement of Ponds3 S 200000 0 0Ds perdroawng IOA-2

ENVIRONMENTAL Enhancement of Temples3IENHANCEMENTS3 Construction as per Drawing N0A- . *0

)Enhancement of Ponds32

tvith Temples as per ao. 0250000 0 °Idrowng I OA-5I (A) Mitigation / Enhancement Costs A

589600Monitoring Costs (at prevailing market rates)

m onitoring near all hotmix o olant locations approved atple 5000 o 4 20.000Samples dayt he Engineer y1 2.0vonitoring at construction

Construction rites in tandem withA icldn auros. ape g dYSIR p rogress in construction o. of 5.000 tor I incuighaul roads. Samples day 6300

onitonng at maximum Itwo locations i :lAt ocations of baseline aoat 5000 for I 6 30000Operation rnonitodng specified in th 6300____________ ~~~~ianitodnQ ~~~ ~amples day

IConstrctian t locations specified in a. at 400f 60Eonstruction jtemntrngpo Smlsi4 °°00 4 16000'11e ontofngpln Iarples IATER QUALITY t m p am

Fperation iAt locations specified in O. ofS p 5.000 6 30000

s directed by theConstruction Engineer (12 samples at No. ofII construction site and 6 a 4.000 18 72000NOISE | samples at hot mix plant Samples

Opeatinasite) specified in qo atOperalion It locations00Ohe monitoring plan Samples' 4000 6 24000__.. _ _.___ ___ , ___ ___. __ ___ _____ _______ A~~~~~t agriculture land and a4. otj TATa9r;CUItUrelOndOnd ° ° | ~~6,000 4 24000graffic detours. Samples .Construclion |Soil erosion including silt

lood in ponds and;turbidity in storm water at Covered in Engineering Costsdrains near site of'construction.

OIL -t--- -- -

'At accident location No. ofwvhenever required 06amplesO(maximum 6 locations1Operation ~Monitoring ot turbiditybnd silt load in major Covered in Engineering Costs'water bodies along

- __ _ project route..ionitoring Costs

282000

No. of Covered inErectio of Hoardings tar settleme 2000 87 Engineering'Protect RoWnsCot

PREVENTION OFRIBBON OperationDEVELOPMENT p

Governmo'nf nf II -,.. .n


Component I Stage Item Unit INCR) QuantHty LToJ, cRS-lolding meetingsfor: olicy makers and review l

ineetings with Revenue No. of I Covered inlepartment, local meeting 5000 ! 87 EngineeringIepresentatives, town- Costsllanning authorities. I Costs

__________ i'JGOs etc. j _ _(B) Monitoring ! 282000TOTAL COSTS (A) + (B) 871600TOTAL BUGETED COSTS with 5% contingencies 915180ROUNDED-OFF TOTAL COSTS 950000

Notes

This is a budgetary provision as a contribution towards the cost of barriers at sensitive locations afterconsultation to be carried out by PWD with the owners of these structure and area for glazing is assumed as20 Sq m per structure.

1: This includes additional trees required to achieve density of 200 trees per km with consideration forsettlements.

2: The allocation for enhancements will be made once accurate measurements are available with theEngineer. The funding for these should be available from Contingency and rounding off. If required, theEngineer may request for additional funds under this head with the prior approval of the PWD.3: The costs for training to UPSRTC drivers on road safety measures and to construction workers on sofehandling of animals and wild life found by chance have been covered under training cost.

&b*omUw Mwegeat Plan (ANriia Bypass) DHV Consittnis UV

APPENDIX ILIST OF APPLICABLE MORTH CLAUSES PUBLISHED BY INDIAN ROADSCONGRESS, NEW DELHI, 1998

(Specification for Roads and Bridge Works)Clause No. Title105 Sope of Work110 Public Utilities111 Precautons for Safeguarding the Environment112 Arrangement for Traffic during Construction119 Use of Surfaes by Construction Traffic305 Embankment Constuction306 Soil Erosion and Sediment Control307 Turfing with Sods

Govmmert of Uttar Pradesh, Public Works Department, Lucknow, India 1.1

Projec Co-ordinaing Constita (PCC) SenAces for Uttar Pradesh state Roads Project

Envirornental Manag Plan (Ahiraula Bypass) DHV CoriAt3rts BV

APPENDIX II

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

Government of Uttar Pradesh, Public Works Department, Ludcnow, Inda 2-iProject Co-ordinating Coniits (PCC) ServAces for Uttar Pradesh State Roads Project

Envirrnental Manageert Plan (AhlraNia Bypass) DffV ConstAtuts BV

Appendix III

MOU for the plantation Scheme-Between-the

Public Works Department & Forests Department

1. This Memorandum of Understanding is being signed by the Public Works Department,Govemrnment, Govemment of Uttar Pradesh (hereinafter referred to as PWD) and the ForestsDepartmnent (hereinafter referred to as FD), Govemrnment of --- for the cutting oftrees and subsequent compensatory plantation stipulated in the Indian Forests Act, 1980 andthe rules formulated under as part of the ------ -(Name of the Project) being undertakenwith World Bank assistance. It covers the entire process of cutting and removal of existingtrees and the plantation of new saplings at a ratio of ---: 1 as decided separately by the PWDand the FD.

2. The identification of the trees to be cut has already verified during the joint inspection of theofficials of the PWD and FD on-----. The trees been required to be cut have been mnarkedc'_arty with a distinctive 'X' on them. Only such trees which have been marked as mentionedabove shall be cut for facilitating the proposed project.

3. The trees cutting shall be carried out by the Forest Department (or its authorizedrepresentative) as per TIME SCHEDULE annexed to this MOU as Attachment 1 and signedby appropriate officials of both departments signifying agreement of both parties followingdetailed discussions regarding the timing of project activities of the PWD's implementationschedule and the availability of resources with the FD.

4. The compensatory afforestation shall be carried out at the locations shown in the MAPannexed to this MOU as Attachment 2 duly signed by appropriate officials of bothdepartments signifying agreement of both parties following detailed discussions regarding thesuitability of these areas for the proposed afforestation as proposed by the FD. Both partieshave satisfied themselves, before selecting areas outside the RoW, that all reasonable efforthas been made to accommodate the samplings to be planted for compensatory plantationwithin the PWD's RoW.

5. It is further agreed that:a. The PWD shall pay the cost of compensatory afforestation at the rate of cost of 10saplings induding the post-plantation maintenance actvites for a period of 3 years,for each tree felled 1000/% in advance to the FD.

b. The dates agreed for afforestation as per Attachment 1 referred to in item no. 3 ofthis MOU have been agreed upon taking into consideration all the resourceconstraints and possible delays except force majure. The FD shall inform the PWDregarding the progress of the work regularly and in case of any anticipatedlag from the proposed schedule immediately upon discovering the likelihood ofsuch an event. In case of such an unanticipated delay, the PWD shall retain theright top get the work done by an external contractor, chosen jointly by theFD and the PWD. However, The payment to the contractor for the reminder ofthe agreed works shall be made by the FD at suich rates as may be agreed uponat the time, subject to a maximum of the prevailing rate of the FD for the works. Incase the lowest quoted rate for the plantabon exceeds the base rate of the FD forthe works, the PWD will bear the remainder of the cost

Glvnimet of Uttar Pradesh, Pubilc works Department, LuLdaow, Inda* 3-1I t%1'4 Co-ordlunatng Conutts (PCC) SeNwces for Itar Ptadesh 9zte Roads Project

Envworenuta Maagemert Plan (AIrada Bypass) DHV Co ns BV

6. It is hereby agreed th't both parties shall put adhere to this MoU in good faith and try toresolve any differences in interpretation amicably. In case of a continued disagreernent, acommittee consisting of the Engineer-in-chief PWD, the Prindpal Chief Conservator of Forestsand a third member, who will also head that committee will come to a final dedsion.

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

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

Government of Uttar Pradesh, Public Works Departrmert, Lucdnow, Inda 3-2Projoect Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

Enroventai maragenert Plan (ANraia BypasS) DHV Consulnts BV

Attachment 1

MoU between the Public Works Department and the Forests DepartmentFORM ATime Schedule of Deforestation Activities

S.No. Stretch Activity Start Date End Date(Chainage)Start End

1. Identification and marking oftrees for cuttingCutting of trees markedCarting away of trunks, branches,etc.Removal of the stump and rootsystem from the groundCarting away of the stumpsLevelling and Grubbing of site2. Identification and maring oftrees of cutting __Cutting of trees markedCarting away of the trunks,branches, etc. Removal of the stump and rootwystem from the groundCarting away of the stumpsLevelling and Grubbing of site3. Identification and marking oftrees of cuttingCuttinq of trees markedCarting away of the trunks,branches, etc.Removal of the stump and rootsystem from the groundCarting away of the stumpsLevelling 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 DMsionFor Public Works Department, For Forests Department,Government of Uttar Pradesh Government of .

Goverrvnent of Uttar Pradesh, Public Works Departnent, Lucknow, Irnia 3-3Projec Co-ordinat*ng Consultarnts (PCC) Services for Utta Pradesh State Roads Projet

m tromental Mamagenet Plan (AhNratia Bypass) DHV C;onsutwts BV

Attachment 1 (contd.)

Fonn BTime Schedule for Reforestation Activities

|S.No. Stretc Activity Start [ Endl (Chalnage) Date Date1.

Establishment of NurseryDigging of Pits

Planting of SeedlingsWateringMulching / Fertilizer addition, if requiredWeeding, if requiredThinning, if required

2. E*ablishment of NurseryDigging of PitsPlanting of SeedlingsWateringMulching / Fertilizer addition, if requiredWeeding, if requiredThinning, if required

3. oEdy ablishment of NurstfyDigging of PitsPlantinc of SeedlingsWateringMukhling / Fertilizer additbn, if requiredWeeciing, ff recquiredThinning, if requireci

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

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

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

Govemment of LUtar Pradesh, Public Works Deparbtnert, Luduow, Indra 3-4Project C oxdnatim CGisttants (PCC) Servies for Uttar Pradesh State Roads Project

Envirorneatal Managamert Plan (ANratda Bnpass) DHV CBVrits DV

Attachment 2

Map showing Location/s of the compensatory Plantation for ........ ............... stretch

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 .

Govenment of Uttar Pradesh, Public Works Departnent, Ludcnow, Inda 3-5Project Co-orinaibn Consuttanls (PCC) Servtoes for Uttar Pradeh State Roads Project

Enornnutal Managent Ptan (Araia Bypa) DHV Conavitts BV

APPEhDIX IV

MONlTORING STANDARDS

Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters recDmmended for road transportation developments are

Respirable Particulate Matter (RPM), Suspended Partculate Matter (SPM), Carbon Monoxide

(CO), Oxides of Nibtogen (NOx), Hydro-Carbons (HC), Sulphur-dioxide (SO2) and Lead (Pb).

These are to be monitored at designated locations starting from the commencement of

construction activity. Data should be generated over three days at all identified locations in

acoordance to the National Ambient Air Quality Standards (Table 1 National Ambient Air Quality

Standards). The location, duration and the pollution parameters to be monitored and the

responsible institutional arrangements are detailed out in the Environmental Monitoring Plan.

Table 1 National Ambient Air Quality Standards

I ~~ResadentiSeme sathre lndustrial al

Pollutants Welghted r Rual Method of nIsurenma*average 41other

Sulphur Diacide (SO2) Amul 15 pg/rr 80 pqlmn 60 pg/m 3 Inroved West and Gaeke~~~~~~~~~~metod

.2U hours'_ 30 _ __ 120 pg/fi 90 pg/m'3 Ulbaviolet fluoreoceOxddes of Nibogen (NO.) Arnhaw 15 palm? 80 pjmge 65 pgomn Jaob and lHodeisve mocnfed

(Na-r4serto rehod)

24 hours- 30 pgm t20 pg/X 91 G phase Chem1hmiionceCarbon Mondde (CO) 8 hours" 1000 poe 5000 pg/rn 2000 p 'l Nan ispere Wrarea

1 hotx 2000 pg/fr 1000 pag/m& 4000 pg/rn' IP6bPPY

Lea (Pb) Annual 0.50 Z .4 0.75 poi MAAS Mehod 24 houts atr24 hoxr*s 0.75 pg/rn 1.5 pom -1.00 pgoJr s sn sh V EPM 0 or

Respirable Partlai Anua SO pg/n'? 120 pg/rn 60 pgjMr

(RPM)- Sze le3s than 10 pm 24 haous* 75 pg/rn lS0 p4o/ ' 100 pg/m'Susper Parucu*e Annual 70 pn 360 1 140 a/ Avrage flow rate not lm OaMatter (SPM) , 24 hours-* 1 00 e I Soo 1 200 pg/rn 1.1 cum / m

Soww Anon 1996-, Naobnul AmblAt Alr Qualty M- f-odn 5g -er NAUQ4S/a/199697, CaraiPftadh C oN&VI r4 D0.am.

*A,w& AnRhmedcauw of mh*aum 104 aasuomwOnt In a yw tkea fra we 24 houdyat mhbimkrtwvaL

**24 hourfy/ hou* vaIuso dd meet 98 pe'cwt of fie Urme in a yer

Water Quality Monitoring

The physical and chemical parameters recommended for analysis of water quality relevant to

road development projects are pH, total solids, total dissolved solids, total suspended solids, oil

and grease, COD, chloride, lead, zinc and cadmium. The location, duration and the pollution

parameters to be monitored and the responsible institutional arrangements are detailed in the

Environmental Monitoring Plan. The monitoring of the water quality is to be carried out at all

identified locations in accordance to the Indian Standard Drinking Water Specification - IS

10500: 1991 (stated in Table -2)

Government f LUttar Pradesh, Public Works Department, Ludcow, Inda 4-1Projea Co-ordinaing Consultants (PCC) ServAces for Uttar Pradesh Stae Roads Proje,

Envoriment Managemert Plan (Ahiraida Bypass) DHV CDrgitants BV

Table -2 Indian Standard Drinking Water Specification - IS 10500:1991

St RSuubst Unceble ect of n M ethods of5J bst2n~ or S nt i Otsibib cl3 i TestI(ReO.OTo Remarks

No I Charactmsk (DU - ra)b Dsrnieemi e. Tes JSRet To

.~~~~~~~~~:eial t;l @S 9: Umft)

ESSENTIAL CHARACTERISTICS

C1 Cour, Hazen S5 rna 25 3025 (Part 4) E,xEdendod to 25 orgy ifi units;, Max. ; acoeptance deceases 1983 toxic substaces are

. Max.; I not suspe*ed, In! absence of aftenate

I . Isou

Odour Unobjection-; - 3025 (Parts 5):19B4 a) Test cold and when| able he iIatedi j | . ~~~~~~~~~~~~~~~~~~~~b) Test at seveal

i ! ~~~~~~~diluJonls3 Taste Agreeable - - 3025 (Part 7 ard 8) e ucted

! I . . 1984 only afer safety has_______________ ____________________________ _______ ______________ _ been esata ished

4 Turbidity N5U, j S Above 5, consuer 10 i 3025 (Part 10)M4ax.8 i aoceprnce deases 1 1984 _

5 pH Value 6.5 to 8.5 Beond tNs range, the No 3025 (Part 11) 1water wl,l affectthe rdaxation 1984Mucous ntrane

i and/or water supply

6To hardness (as 300 B'u,a,on in water 600 i 3025 (Part 21)CaCO3) mgl, Mar a.q,ply snctzme and 11983

iadm drets on Idomiec use I

7 Iron (as Fe) ng/I, 0.3 Beyond tis lirnt 1 - 32 o 3025 * 194

8 irIcles (as CI) 250 -- --I 3 of302 - 96

tastelaa Tarende areoe afedm/d, has a i 6eI!relc on dc iisi U# anld watersupplytI

ltes iro paa n b badi8 alide (as Ca) 250 Beyond th'ns lwatr 200 g 3025 (Part 32)

mg/I, Max tasW plmyos and 1988

___ __ _ ___I.____ does_ .s _ ___ _ __ _ _ _ __._

9 Mg en 0.2 - -mj 3025 (Part 26) To be appnak,e o13 5ydM)rmnea mgl, MIA s 19,86 vwen waand 3

. ~ ~ ~ ~ ~ ~~~~~~~irkoe. Tested, atconsumer end. When

. domestic pse _ _ _ __ob , a _ nst!rosaon0(p nv iral ,cn Is

. ~ ,vd !hsqtred, t sd be_ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ . . _ _ __ _in 0.5 rrXs/

D,EIRAB CHARCTERISTICSI oissed dsd,Ps Bepond eNs 2000 !3025 (Part 16) ! -

g/', r a r s P paic Utty deaeases t 1984! , ! ~~~~~and My cautse gastro! j l ' ~~~~~~~Ir,tesUnal Irritat',on!I

2 Ca,,diurn (as Ca) ', 75 ErKntabio in wa,ter |200 ;302S (Part 40) ;-,mg/l, mar I suipp,y stuCe ar,d i1991

I i , ~~~~~adverse effects r,n ;, r. ~~~~~~omesic use

3 |Magroesium (as 30 Enrsation tD water ! o,, 16, 33, 34 of ,'S'Mg), mcg/l Max stuPPY s'ructure an,d ''3025: 1964

' $ad&ff effectsi on i I rJ<xTl~~~do estIc: tsiei

4 jCopper (as Cu) j 0.05 ,Astjinget taste, j 15 36 of 3025: 1964 j $ mg/1, H.r- discoloratiornd, cor- |.

i i ~~~rosico, of Pomp, firdng i ." : : ~~~~~~and utensils win be ! T ^ ,~~~~~-aused beynd thris *

GovT-t of Uttar Pradesh, public Workm Departrernt, ,tucknow, India ect

PrOje C-odi,natng C-rt,,s (PCC) S,ervices fObr Uta Pradesh 'StRads Proj e ct2

En*w entai Managemet Plan (AhUata Byp s) DHYV ConsLitwr BV

_ ~ ~~~~ _ I Requh em. UndindUbh ere i Methods ofSi Sub~stance or ut Obdeh . Test jttef. To RemarksNo Ch;grcterstcs (DeiIruble DfArabIeOLknUt

S Man wse (as | 0.1 Beyond this IhUmt 03 35 of 3025: 1964F4n) mg/l, I" t3bste/appearn are

affected, has adverse0f!cds on domestc

I uses and wa sLe Ppf

7 Nbe(asNO! s 2 )34 1I6Sa.A*e (as 200 j 200 Beyond tIs CaKes 400 j3025 (Part 24) 1986 May be exNded up

50,) nV|;gasto ktesUnS maity 100 400 provided (as8'hxr~(F I I hton when magberkeI Mg) does n1t exceed

ocr souom are mresert 30

7 NPa (as N02) 04. Beyond Uis, tmay 100 3025 (Part 34) 1988 -

MgIn , mg/i tca adse. t ndmcbmernglobinernia

8 Fuc1mde (as F) 1 i Fluordde may be kept o.S 2(3 No 3025: 1964 Tmg/l, Max _ as low c as possiboe.

I ! ~High Imede may, I ~cause fluorsai

1 Sheno aSc 0.001 Beyond tUs, t may 00o02 54 of 3025: 1964 o- .Vm !tids (As cause objadIonableC;FAg0e) MgIn, tmeand odour

10 MercLdy (as Hg) 0.001 Beyond thi, the water No (see NPte) Me3)1ry To be teswB whenn Sl, Sr _ basmes In dc niontk Ion analyser polluton is suspecbB

11 Cbrrurn (as Cd), 0.01 Beyond Is, mth water No (See note) To be when_g__, Afar be_ffies __relaxation poltMJon Is supected

12 SeTekgn (as Se), 0.01 Beyond MIS, fte watf No 28 of 3025: 1964 To be tested whenmgl, MR r I beoomes t n d reaxade pokAlon Is sugpefBd

13 Arci (As As) O.OS Beyond dis, the water No 3025 (Part 37) 1988 To be ;ftd when

_ Mg&, mr bammes tmd reaon pouBon Is suRspet d

14 CVwlde (As CN), O.OS BeVnd t lhs tm th ee No 3025 (Part 27) 1986 To be w t"! wen

I ffl, mm I water bomes tm reIC tlatlon Pollution Is sseed

15 Lta (as Pb), O.OS Beyond Oft Nlmi, the No (see rncte) To be Irtdwthen

_ mog. vvre I pr beams tadc rekmin poluon Is guspecbed

16 Zin (As 2n). Mg(l, S Beyornd dti Hm1t lt can is 39 of 3025: 1964) To be ldwhenAtwr cause aS*1 t taste . Is st

and an opaesice In

17 Ardhric ddergerts 02 Beyond this limit t car I Meyiene-blue To be - when(As MBS) mgl, cam a gtt frot In xaclon menhod pol8*on I s ueedAJ _watEf

18 Chromtltun (As 0.05 May be carngrc No 38 d 3025: 1964 To be tesld whenC-+) M7g, Afar Iabov this lint relax,ion pIu*on Is suspectBd

19 Pdy nuar - May be adno *a tic sabove thk limithydroarbos (as _

_.PAHi) g/1, Fh _ _

20 un;al ol mg/i, | 0.01 Bepnd this limt urt- 003 GasAaxi I desirable taste and Crmaogaphic

1 odoir afber cidna- method_ _ _ *i bn take pbce .

21 PesidesmgJ1, Absent Toxic 0.001 | -

22 RarioaCtre maaials:- - 158 of 3025:01964 j-

23 a) Alpha efmftes -r- 0.1 I

WIxJt, Map I

24 Beta eirters pd/1,i ' - 1 -

25 Aklungilun (as Al, 200 Beyond tis lhmt taste 600 13 of 3025:1964 |_____ beames unpleasart 1-

26 Aluirnnium (as 0.03 Cumiatle efFect Is 0.2 31 of 3025: 1964Al), nSW, Mfair I |nortad to cause_______________ I de'a rtia _| ____ __ dem n_J

27 Boron, mal,Mar j 1 5 29 of 3025: 1964 ;-

SOar: Lb&an Sbndard Dnng Wa&er S,c105%cato't-f1OSOX:1991

Go-e-rt cf Lt Pradesh, PubKA Wois Department, Lucknow, Inia 4-3

Projed C-rdraku C-itants (PCC) SwAces for Utwr Pradesh State RoadS Project

Envrornental Managernt Plan (ANriaa Bypass) DHV Condtrits BV

Noise levels Monitoring

The measurements for monitoring noise levels would be carried out at all designated locationsin aordance to the Ambient Noise Standards formulated by Central Pollution Control Board(CPCB) in 1989 (refer Table-3) Sound pressure levels would be monitored on twenty-four hourbasis. Noise should be recordedat a- -wAeighted-frequency using a ' slow time responsemode' of the measuring instrument. The location, duration and the noise pollution parametersto be monitored and the responsible instti.htional arrangements are detailed in theEnvironmental Monitoring Plan (Table-3 Noise level standards (CPCB).

Table-3 Noise level standards (CPCB)

NdLse kvd fob | Nobie bwd fourKm. Da y Night TlmeIndusbial area 75 70Comnerdal area i 65 I 55Reskideta area Ss 45SDence zone so 50 40Day 3me - 6.Wa7a - 9.00pn (15 hoss)NOVt Unw -9.yn - 6.Wam (9 Lms

Goverrunent of Uttar Pradesh, Public Works Department, Lucknow, Inda 4-4Projert Co-ordinating Gonstlatats (PCC) Services for Uttar Pradesh Stae Roads Project

Environmental Management Ptan OAhiraula Bypass) DHV Consultants BV

December 2003

Appnedix V REPORTING SYSTEMCl: Construction camp and storage areaConstruction Stage Report: Date _Month Year_

(Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format)

Format to be submitted before target date (decided by PP.) of establishing camps as

Camp no.WC

Location of Camp (km_ Package ._ )

S.No Item Unit Details Remarks by SC,if any

1 Detail of item camp

a Size of Camp mxm

b Area of Camp sq.m

c Distance from Nearest SettlementType/Size/Capacit

d Distance from Nearest Water Source y/PresentUse/Ownership

Date of camp being operational dd/mm/yyPresent land useNo other trees with girth > 0.3m.

e Details of Storage area(Availability of impervious surface) mxm

- Availability of separate waste disposal from storage area Cum

2 Details of toposoil stacking _

a Quantity of top soil removed sq.m

Describe stacklingb Detail of storage of topsoil arrgemet

arrangemient

3 Details of workforce

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 children nos

4 Details of dwelling unitsa No of dwellings/huts nos

b Minimum Size of Dwelling m ____________ mxm

c No of openings per dwelling nos

d Minimum size of opening mxm =

e Walls specifications

__ Roofing specifications _

B Flooring specifications =

h Drinking Water Tank specifications

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 _

S Details of facilities _ _ X_ _ _ _

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 Itr) nos

Certified that the furnished 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)

Gowrnin'crt of LJtar Pradesh, Public Works Depanrment, Luckiow, tndia

tVier t Co-ordlmatintg Consultants IPCC) Services for UtIar Pradesh State Ro;.ds Proije s-1

ErMronmtal Management P1an (Ahiraula Bypass) DHV Consultants BV

C2: POLLUTION MONITORING

|Construction Stage: Report -Date_Month Year___|( Locations at which monitoring to be conducted as per EMP)

. Completion Target

S.No Chainage Details of Duration of Instruments Target Date of Completion Reason for DelayLocation Monitoring Used Date if task completed if any

Air Monitoring

2 I I I I I I I ___-

Water Monitoring

-2 ______ ________ _______ _____,__

4 _

,3

Soil Monitoring Contractor

Noise Monitoring Consultants (PCC) S_ces lor Uttar Prds_tt_od____

2 ~ ~ ~ ~ ~ ~ ~ ~~~~~

'~~~

Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMP and as per the directions ofthe SC

Project Engineer Contractor,(Supervision Consultant)

G-ricrment of Uttar Pradesh, Public Works Departmrent. LuCknow. IndiaProject Co-ordinating Consultants (PCC) Sefrvices for Uttar Pradesh State Roads Project

S-2

Environfiental Management Plan (Ahiraula Bypass) DHV Consultants B'

IC3 REPORTING FOR ROADSIDE PLANTATIQNIAll landscape works to be as per Landscape Plan

Construction Stage: Report -Date Month Year. |

S. No. Landscape Trees along roadside Trees on Shrubs in(Km-Km) footpath median(Km-Kin) Ist row 2nd row 3rd row__________

Government of Uttar Pradesh. Public Works Departmnent. Lucknow, IndiaProject co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

5-3

Environrnental Management Plan (Ahiraula Bypass) DHV Consultants BV

C4: CLEANING OF WATER BODIES

Construction Stage: Report -Date-Month Year

Completion TargetS. Location/ Side(N/S) andNo. Chainage Dist from CW(m) Target Date Date of Completion Reason for Delay if

Target Date if task completed any

-3

-6

8 _

10-11 ,.. ~.:

13 _

Project Engineer

(Supervision Consultant)

Government of Uttar Pradesh, Public Works Departrnent, Lucknow. IndiaProject C4o ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project 5

4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ ~ ~ ~ ~ ~ 5 -

Environcntal Managenent Plan (ANiraula Bypass) DHV Consultants B'

01: POLLUTION MONITORING

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

Details Completion Target

S.No Chiae Dtisof j Duration of Instruments Target Date of Completion1 Reason for DelayLocation Monitorng i Used Date if task completed | if any

Air Monitoring_

2- =

Water Monitoring41_ Soil Monitoring _ _ _

Noise Monitoring j _

Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMP and as per the directions ofthe SC

Project Engineer Contractor(Supervision Consultant)

GoVernment of Uttar Pradesh. Publc Works Department, Lucknow, IndiaProject Co-ordinating Consutants (PCC) Services or LUtar Pradesh State Roads Project S-S

02: SURVIVAL REPORTING OF ROADSIDE LANDSCAPING

Operatlon Stage: Report .Date Month Year_

LSndscape Roadside trees Shrubs In Medlan Turfing on Medlan Turfing on Embankment

S. No.Ttl Ttl %SrTotal oaAra Total turfed Toa ra Total tunfed

Km-Kr Total Trees Total Survivin g % Survival Shrub t area % Survival area % SurvivalPlanted Sriigtnd(q) surviving trd(q) surviving

__________ ros nos %nos nos nos nos nos nos

Certified that the turished information is correct

Project Engineer(PIU)

Gowernet of Unar Pradesh, Public Works Department, Lucknow, IndiaProlte Co4rdinatbng Consultants (PCC) Sqryices for Uttar Pradesh State Roads Project

546

Environmental Managemnent Plan (Ahiraula Bypass) DHV Consultants BV

03: CLEANING OF WATER BODIES

Operation Stage: Report -Date Month Year

Completion TargetS. No. Location/ Side(N/S) and

Chainage Dist from CW(m) Target Date Date of Completion Reason for Delay ifif task completed any

__ _2 E i_;

3

_82 I T_

Project Engineer(Supervision Consultant)

Governrnent of Uttar Pradesh, Public Works Department, Lucknow, IndiaProject Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project

5-7

erontalb Managemet Plan (ANratJa BYPass) DHV Consultrts BV

APPENDIX VI

SPECIFICATIONS FOR ENVIRONMENTAL MANAGEMENT WORKS1 Clearing and Grubbing

All site dearance works shall be done as per section 200 of MoRTH spefications for Road andBridge Works.

2 Earthwork

All excavaffon, disposal, filling and related works shall be as per section 300 of MoRTHspecifications for Road and Bridge works.

3 Materials

All materials used in environmental enhancement works shall be as per section 1000 of MoRTHspecifications for Road and Bridge works.

4 Bricks Work

All Bridckwork induding Laying, jdnting finishing of joints, curing, scaffolding etc shall be as pershall be as per section 1300 of MORTH specifications for Road and Bridge works.Brick paving / Flooring

The preparation of base conaete for lying bridcs shall be as per section 409.3.3 and brickspaving shall be done as per dause 409.3.4 in all respects except that bridcs shall be used.

5 Stone Work

AJI stone masonry work shall be as per section 1400 of MORTH specifications for Road andBridge works.

6 Concrete Work

All concrete work induding size and grading of material, admixtures, stading of materials etcshall be as per section 1700 of MORTH specifications.

7 Cement Concrete Tile Flooring/ PavingThe base for laying the concrete flooring/paving, size of cement concrete tiles,stone slab shallbe as per section 409 of MORTH speafication for Road and Bridge works.

8 Formwork

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

Govmment of Uta Prades, Pub0ic Works Deparnert, Lucknow, Inda 6-1Project Co-ordin*ing CormMants (PCC) Seces fo Uttar Pradeshtate R Project

EnvIromenta Mwagernert Ptan (Ahiraa Bypas) DHV Consuftarts BV

9 Cement Plastering

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

10 Gabion Structures

All Gabion works shall be done as pec section 705 of MORT! specifications for Road and Bridgeworks.

(a) FootpathsMaterial and Construction of Footpaths shall be as per section 409 of MORTHspecifications for Road and Bridge Works.

(b) Cement Concrete Kerb And ChannelsMaterial and Construction of all cement concrete Kerb and channel stones shall be as persection 408 of road MORTH specifications for Road and Bridge works.

11 Railing

Section for the railing shall be square pipe secon as per detailed drawings. The railing shall beas per secbn 808 of MORTH specifications exoept that the railing section shall be square andas per the detailed drawing for the same.

12 Horticultural And Landscaping Works

(a) Scope

Contractor to fumish all materials, labour and related items necesary to complete thework indicated on drawing and spedfied herein.

b) Materials

Plant Matwedals

Plant Materials shall be well formed and shaped true to type, and free from disease,insects and defects such as knots, sun-saled, windbum, injuries, abrasion ordisfigurementAll plant materials shall be healthy, sound, vigorous, free from plant diseases, insect'spests, of their eggs, and shall have healthy, well-developed root systems. All plants shallbe hardy under dimatic oonditions similar to those in the locally of the project. Plantssupplied shall to confirm to the names listed on both the plan and the plant list. No plantmaterial will be accepted if branches are damaged or broken. All material must beprotected from the sun and weather until planted.Any nursery stock shall have been inspected and approved by the EnvironmentalSpecialist of the Engineer.

All plants shall conform to the requirements specified in the plant list. Except that plantslarger then specified may be used if approved, but use of such plants shall not increasethe contract price. If the use of the larger plant is approved, the spread of roots or ball ofearth shall be increased in proportion to the size of plant.Deliver plants with legible identification labels.

Goumet of ltar Pradenl Public works Departmnert, uxdc, Irda 62Pea Co-oDraiting corwAtarts (PCC) Seicefs tar LarPradesh Sate Roads pRoet

Evownena managoert Plan (Ahratia Bypa) DHV Conrsutarts BV

Top Soil (Good Earth)

Topsoil or good earth shall be a friable loam, typical of cultivated top soils of the localitycontaining at least 2% of decayed organic matter (humus). It shall be taken from a well-drained arable site. It shall be free of subsoil, stones, earth skids, sticks, roots or anyother objectionable exbtaneous matter or debris. It shall contain no toxic material. Notopsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6and 8.5.

Fertiliser

Measurement of sludge shall be in stacks, with 8% reduction for payment. It shall be freefrom extraneous matter, harmful bacteria insects or chemicals. (Subjected to safetynorns).

RootSystem

The root system shall be condudve to successful transplantation. While necessary, theroot-ball shall be preserved by support with Hessian or other suitable material. On soilswhere retention of a good ball is not possible, the roots should be suitably protected insuch a way that the roots are not damaged.

Condition

Trees and shrubs shall be substantially frM from pests and diseases, and shall bematerially undamaged. Torn or lacerated roots shall be pruned before dispatch. No rootsshall be subjected to adverse conditions such as prolonged exposure to drying winds orsubjecion to water logging between lifting and delivery.

(c) Supply and Substituton

Upon submission of evidence that certn materials induding plant mnaterials are notavailable at timne of contract, the contracr shall be permitted to substitute with anequitable adjustment of price. All substitddons shall be of the nearest equivalent speciesand variety to the original specified and shall be subjected to the approval of theLandscape Architect.

(d) Packaging

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

(e) Marking

Each spedcmen of tree and shrub, or each bundle, shall be legibly labelled with thefollowing particulars:o3 Its name.O The name of the supplier, unless otherwise agreed.O The date of dispatch from the nursery.

(f) Tree Planting

Plants and Shnibs

Trees should be supplied with adequate protection as approved. After delivery, if plantingis not to be canied out imrnediately, balled plants should be placed back to back and theball covered with sand to prevent drying out. Bare rooted plants can be heeled in byplacing the roots in prepared trench and covering them with earth, which should bewatered into, avoid air pockets round the roots. Trees and shrubs shall be planted asshown in architectural drawings and with approval of site supervision engineer.

Governmat or Utar Pradeh, Public Work Depaftnent, Lu1cnow, Inda 6-3P-ject Co-ortinawn Ccngitan (PCC) Serves for Uttar Pradesh State Roads Project

En*orneta Maragent Plan (Ahraia Bypass) DHV Consutants BV

Digging of PitsTree pits shall be dug a minimum of three weeks prior to baddilling. The pits shall be120 an in diameter and 120 cm deep. While digging the pits, the topsoil up to a depth of30 cm may be kept aside, if found good (depending upon site conditions), and mixedwith the rest of the soil.If top soil is not suitable, it shall be replaced with the soil mixture as specified furtherherein. If the soil Is normal it shall be mixed with manure; river sand shall be added tothe soil if it is heavy.The bottom of the pit shall be forked to break up the subsoil.

Bac* Filling

The soil back filled watered through and gently pressed down, a day previous to planting,to make sure that it may not further settle down after planting. The soil shall be presseddown firmly by treading it down, leaving a shallow depression all round for watering.

Planting

No tree pits shall be dug until final tree position has been pegged out for approval.Care shall be taken that the plant sapling when planted is not be buried deeper than inthe nursery, or in the pot.

Planting should not be canied out in waterilogged soil.Plant trees at the original soii depth; soi marks on the stem is an indication of this andshould be maintained on the flaished level, allowing for setting of the soil after planting.All plasic and odher Imperihable continers should be renxoed before planting. Anybroken or damage roots should be aJt back to sound growth.The bottom of the planting pit should be covered with 50mm to 75mm of soil. Bare rootsshould be spread evenly in the planting pit; and small mound In the centre of the pits onwhich the roots are piaced wiU aid on even spread. Soil should be placed around theroots, gentiy shaking the tree to allow the soil partices to shift Into the root system tDensure dose contact with all roots and prevent air podcets. Back fill soil should be firmedas filling proceeds, layer by layer, care being tcen to avoid damaging the roots, asfbilows:

The balance earth shall be filled in a mixture of 1:3 (1 part siudge to 3 part earth byvolume) with 50 gm potash, (Mop) 50gms of Super Phosphate and 1Kg. Neem oil cake.Aldrin or equivalent shall be applied every 15 days In a mixture of 5mI in 5 litres of water.

Staking

Newly planted trees must be held firmly although not rigidly by staking to prevent apocket forming around the stem and newly formed fibrous roots being broken bymechanical pulling as the tree rocks.

Methods:

The main methods of staking shall be:(a) A single vertical shake, 900mm longer than the dear stem of the tree, driven

600mm to 900mm into the soil.(b) Two stakes as above driven firmly on either side of the tree with a cross bar to

which the stem is attached. Suitable for bare- rooted or Ball material.(c) A single stake driven in at an angle at 45 degrees and leaning towards the

prevailing wind, the stem just below the lowest branch being attadced to thestake. Suitable for small bare- rooted or Ball material

(d) For plant material 3m to 4.5m high with a single stem a three- wire adjustable guysystem may be used in exposed situabons.

GoverWriet o tar Pradesh, Pulic wo,5 Departnert, udkuow, Incja 6-4Prjec Co- n Cxitats (PCC) Sae4ces for U1J Pradesh sa RoaS mjet

Environental Manage Ptan (Abdraua Bypass) DHV Consultants BV

The end of stake should be pointed and the lower lm to,1.2m should be coated with anon-injurious wood preservative allowing at least 150mm above ground level.

Tying

Each tree snould be firmty secured to JUc taike :s o to prevent excessive movement.Abrasion must be avoided by using a buffer, rubber or Hessian, between the tree andstake. The tree should be secured at a point just below its lowest branch, and also justabove ground level; normally two ties should be used for tree. These should be adjustedor replaced to allow for growth.

Watering

The Landscape Contractor should allow for the adequate watering in of all newly plantedtrees and shrubs immediately after planting and he shall during the following growingseason, keep the plant material well watered.

Feft lising

Fertilising shall be carried out by applicabton in rotation of the following fertilisers, every15 days from the beginning of the monsoon till the end of winter:(1) Sludge or organic well-rotted dry farm yard manure: 0.05 cum or tussle.(2) Urea 25 gm.(3) Ammonium sulphate 25 gm.(4) Potassium sulphate 25 gm.

All shrubs, which are supplied pot grown, shall be well soaked prior to planting.Watering in and subsequent frequent watering of summer planted container- grownplants Is essential.

(g) Shrub Planting In Planter Beds

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

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

For planting shrubs and ground cover shrubs in planters, good earth shall be mixed withsludge in the proportion as above and filled in planters.

Positions of planters shall be planted should be marked out in accordance with thearchitectural drawing. When shrubs are set out, precautions should be taken to preventroots drying. Planting holes 40 cm in diameter, and 40 cm deep should be excavated forlonger shrubs. Polythene and other non-perishable containers should be removed andany badly damaged roots carefully pruned. The shrubs should then be set in holes sothat the soil level, after settlement, will be original soil mark on the stem of the shrub.The holes should be back filled to half of its depth and firmed by treading. The remainderof the soil can then be returned and again firmed by treading.

(h) Grassing

Preparation

During period prior to planting the ground shall be maintained free from weeds. Gradingand final weeding of the area shall be completed at least three weeks prior to the actualsowing. Regular watering shall be continued until sowing by dividing the area intoportions of approximately Sm squares by construcbtng small bunds to retain water. TheseGovament of Utar Prades, Pubc Work Departanet, Ludcow, Inda 6-5Pmject Co-orri1ng Costaris (PCC) Se5ocs for 1ka Padesi Sta Poas Project

Envirornental Managert Plan (Airaula Bypass) DHV 8Contutlarts eV

bunds shall be leveled just prior to sowing of grass plants; it shall be ensured that thesoil has completely settled.

Soil

The soil itself shall be ensured to the satisaction of Landscape Achitect to be a goodfibrous loam, rich in humus.

Sowing the grass rootsGrass 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 grass roots stock received at site shall be manually deared of all weeds and watersprayed over the same after keeping the stock in place protected from sun and drywinds.

Grass stoc received at site may be stored for a maximum of three days. In case grassingfor some areas is scheduled for a later date fresh stock of grass roots shall be orderedand obtained.

Execxton

Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will onlybe accepted as reaching practcal completion when germination has proved satisfactoryand all weeds have been removed.

Maintenance

As soon as the grass is approximately a 3cn high It shall be rolled with a light woodenroller - In fine, dry weather - and when it has grown to 5 to 8 cm, above to groundweeds must be removed and regular cutting with the scythe and roiling must be begun.A top-dressing of an ounce of guano to the square yard or well decomposed well brokensludge manure shall be applied when the grass Is sufficiently secure in the ground tobear the mowing machine, the blades must be raised an inch above the normnal level forthe first two or three cuttings. That Is to say, the grass should be cut so that it is from 4to 5 cm in length, instead of the 3 cm necessary for mature grass.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 seedingout of normal season shall be the responsibility of the contactor. Any shrinkage belowthe specified levels during the contract or defect liability period shall be rectified at thecontractoes expense. The Contractor is to exercise care in the use of rotary cultivator andmowing machines to reduce to a minimum the hazards of flying stones and brikkbats. Allrotary mowing machines are to be fitted with safety guards.

Rolling

A light roller shall be used periodically, taking care that the area is not too wet andsodden.

Edging

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

Fertilising

The area shall be fed once in a month with liquid manure prepared by dissolving 45gmsof ammonium sulphate in 5 litres of water.

Goverrmnet od Uttar Pradesh, Pubic Works Departinent, Ludckow, Inda 6-6PmJe± Co-ordling Consuarts (PC) Selces for Utar Pradesh State Roads Projec

En6orvnetd Karageaet Pban (Ahrala ftass) DHV Consuttarts BV

WatringWater shall be applied at least once in three days during dry weather. Wateringwhenever done should be thorough and should wet the soil at least up to a depth of20 cm.

WeedingPrior to regular mowing the contractor shall carefully remove rank and unsightuy weeds.

(i) Maintenance

Cultivating

The Landscape Contractor shall maintain all planted areas within Landscape contractboundaries for one year until the area is handed over in whole or in phases. Maintenanceshall indude replacement of dead plants, watering, weeding, cultivating, control ofinsects, fungus and other diseases by means of spraying with an approved insectfcide orfungidde, pruning, and other horticulture operations necessary for proper growth of theplants 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 bepruned and all injuries repaired where necessary. The amount r' pruning shall be limitedto the necessary to remove dead or injured twigs and branches and to compensate forthe loss of roots and the result of the transplanting operations. Pruning shall be done insuch a manner as not to change the natural habit or special shape of trees.

Tree Guards

Where the tree guards are necessary, care should be taken to ensure that they do notimpede natural movement or restrict growth. arcular iron tree guards shall be providedfor the trees at enhancement locations. The specifications for which one given below:Circular Iron Tree Guard with Bars.

The tree guard shall be 50 cmn. in diameter.

The tree guards shall be formed of (i) 3 Nos. 25x25x3mm angle iron verticals 2.00m longexduding splyed outward at lower end up to an extent of 10 cns. (ii) 3 Nos. 25x25mmMS fiat rings fixed as per design (iii) 15 Nos. 1.55 metres long 6mm dia bars. Eadc ringshall be in two parts in the ratio of 1:2 and their ends shall be tumed in radialty for aleng of 4 cm at which they are bolted together with 8mm dia and 30mm ong MS bdtsand nuts.

The .txtical angle irons shall be welded to rings along the circumference with electricplant 15 Nos. bars shall be welded to rings at equal spacing along the circumference ofring. The lower end of the angle iron verticals shall be splayed outwards up to an extentof 10cm. The lower end of the flat of lower ring shall be at a height of 45cm. and upperend of the flat of top ring shall be at the height of 2.00 metres. The middle ring shall bein the centre of top and lower ring. The bars shall be welded to rings as shown in thedrawing. The entire tree guard shall be given two coats of paint of approved brand andof required shade over a priming coat of ready mixed primer of approved brand.

(j) Nursery Stack

Planting should be carried out as soon as possible after reaching the site. Where plantingmust be a necessity and/or be delayed, care should be taken to protect the plants frompilfering or damage from people animals. Plants with bare-roots should be heeled- in assoon as received or otherwise protected from drying out, and others set dosely togetherand protected from the wind. If planting is to be delayed for more than a week,

Govemnent of Uttar Pradesh, PubAc Works Depatmert, Luducow, Inda 67Prect Co-orcinating Corsutarts (PCC) Servloes for Uttar Pradesh State Roads Project

BAoE" _pagunt Plan (ANraLda Bypass) DHV Cor8Vints BV

packaged plants should be unpacked, the bundles opened up and each group of plantsheeled in separately and deadiy labelied. If for any reason the surface of the rootsbecomes dry the roots should be thoroughly soaked before planting.

(k) Protective Fenang

According to local environment, shrubs shall be protected adequately from vandalismuntil established.

(I) Completion

On completion, the ground shall be formed over and left tidy.

13 SPECIAL CONDMONS AND PARTICULAR SPEaCFICATIONS

1. Landscape Architect mentioned herein shall meanand/or any person nominated by him.

2. Wherever applicable, work shall be done according to CP.W.D. specifications, in vogue, at thetime of invitation of tender.

3. Water shall be made available, near the tube well at one point. Contractor- shall make theirown arrangement for drawing water from there. Water charges at of value ofwork done shall be deducted from the contractors Bills.

4. If electricity is required for the works, the same shall be made available at one point wvthin thesite of works, for which recovery @ Rs. per Kwh. Shall be made fromthe contractors bill.

5. The works induded in the schedule of Quantities indude grassing as well as planting of treesand shrubs. 'Contractors quoted rates shall indude execution of these works at different levelsand nothing extra shall be paid for any item, for working at these levels.

6. The Contractor (s) shaNl not be entitled to any comnpensation for any losses suffered by himand/or revision in the rates originally quoted by him.

(a) On account unforeseen delay in commendng the work, whatever the cause of suchdelays be.(b) On acount of reducbon in the scope of work.(c) On account of suspension of work, or abandon after award of work.

7. The Contractor shall provide all facilities to Landscape Architect ] Project Engineer and / or hisauthorized representatves to make frequent inspection of their Nursery and ascertain theprocess / quality of various categories of trees/plants etc., grown by them.

8. Contractors5 quote rate shall indude the cost of transportation of tools and plants to and fromthe site, sales tax, exdse duty, octroi, etc. It shall be deariy understood that no daim for anyextra payment on account of sales tax, exdsed duty, octroi etc., shall be entertained alter theopening of the tender.

9. The safe custody and up-keep of various categories of plants brought to site is the soleresponsibility of the contractor and he shall employ sufficient supervisory personnel to enrsurethe safety of these items.

Govermment od Uttar Pradesh, Public Works Departnent, Ludcnow, Inda 6-8Proj ea Co-ordinaing ConsuitAnts (PCC) Services for Utar Pradesh Stle Roads Project

E ental Mar_agemert Plan (A*a3La Bvpam) DHV Consul WV

10. The site of work mnay be handed over to the contractors for shall work in phases, as soon as thesame are available and the contractor in tum shall work in these areas forthwith. Nothing extrashall be payable for such phased execution of work.

11. While excavating / executing the work the contractors shall ensure that the existing cables /pipe lines / structures / fittings are not damaged and if due to his negligence, these aredam-aged, the same shall be set right with no extra cost to the dients.

12. The Contractor shall co-o,-dir.ate h;s work vw,T;h -ether igendes emp!oyed by the Clients andensure that the work of other agendes are not hampered in any way during the duration ofcontract

13. The Contractor shall keep the site of works neat and dean during the execution of the work.Any debris found at or near the site of work shall be morved immediately as and when sorequired by the landscape Architect / Project Engineer.

14. On completion of the work, the site of work shall be thoroughly deaned and all debris removedbefore the work is handed over satisfactorily.

15. The Conbtactors shall, without any additional charge to the dients, renew or replace any deador defective plants/grass and shall fully maintain the whole landscape for a period of 12 monthsafter the certified date of completion.

16. 'General condition of contract and standard contract Forms of shall also form part of thecontact

17. Trees shall be of minimum length as specified in the schedule of quantities and shall be straightand symmebica with a aown and having a persistent main stem. The size of acown shall be ingood over all proportion to the height of the tree.

18. Small trees and shrubs shell be well formed with the acown typical of the species or variety.19. GENERAL REQUIREMENTS OF PLANTS:

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

All trees, soon aftber planting, shall be properiy supported with bamboo stocks to ensure theirsafety against winds or any other factor, which may affect it adversely.

20. PROTECTION OF 'TREE TO BE PRESERVED"The contractor shall be responsible for the protection of tops, trunks and roots of existing treeson site. Existing trees subject to the construction damage shall be boxed, fenced or otherwiseprotected before any work is started.

21. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTIUSERSEARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum,shingles, rocks, stones, building rubbish and any other foreign matter. The earth shall be freefrom dods or lumps of sizes bigger than 50mm in any direction. It shall have pH1 rangingbetween 6.5 and 7.5.

Govemmt o( Uttar Pradesh, PtbIc Works Deparbnet. r,udow, Inda 6-9Projec co-ordnatirg CormAtaifs (PCC) SerAcs for Uttar Pradesh SO Roads Project

&Enmental Magamert Plan (ANraLia BVPaes) DHV Comultant 8V

MANURE: Manure shall be of well-decayed organic matter obtained in dry state from theMunldpal dump or other similar source approved by the Project Engineer. The manure shall befree frorn earth, stone or other extraneous matter. Manure shall be supplied, at site wellscreened.FERTILISERS: If the soil tests indicate pH value not as per the above spedfication namelybetween 6.5 and 7.5, folowing measures need to be taken.If pH exceeds -7.5,-aluminiu-nYmTphate or equivalent fertilizer should be added at the rate of 1kg per cubic metre to lower the pH by one full point.If pH is below 6.5, add ground limrestcne Dr e' .!ivalent fertilizer at the rate of 1 kg per cubicmetre to raise pH by one full point

Govermerit of Uttar Pradeh, Public Worts Deparxnent, Luknow, India 610Project Co-ordinating Contif (PCC) Seaies for ULa Pradeh Sltie Roads Project

833NISN3 3H1IVD NOlloInldSNO 80: nlOAvi 31111 SIN 31VDS 340 IAOddV NO AlNO 3awVV 3S 01 ANY 3I S3SNVHDI 0I1O13dS 311S (£

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,TATE ROADS PROJECT -11 Public Works Department, Govt. of Uttar PradeshIn *nasso~Ion rwn ICONSULTANCY SERVICES FOR- DHV Consultants BV | STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT' Hatcrowv and Parners I PROJECT CO-ORDINATING CCNSULTANTS (PCC) SERVICES -LUCKNOW - INDIA'ONSTRUCTION CAmp Operal.on Research Group jDevelopment Consullanls LId. jFUNDED BY THE WORLD BANK (Loan No. 4114-IN)MDP Consultants (Pvt.) Ltd |, , N ' N __~

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UTTAR PRADESH STATE ROADS PROJECT .1 Public Works Department. Govt. of Uttar Pradesh

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UTTAR PRADESH STATE ROADS PROJECT- Pubic Works Department, Govt. of Uttar PradeshUTrAR PRAESHSTTE OAS POJET 04STANCY SERVICES FR

DHV Consultants BV gTATeym *s AsIWTLm CwLOfl"T TEL ASSSTME _ECT

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PROF

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GULMOhAR TREES -@5M C/C

WASHING PLATFORM FORCOMUNITrY USERS AS PER

TYPICAL DETAIL T-1

-p 0 N D- ~~~~FLOWERING SHRUBSS- - - XORA SPECIES @1 MG C/C

SALIX AND GULMOHAR TREES

BRICK PITCHED EMIBACKMIENT AS PER i TYP CAL SECTION T-2 GROUND LVL -1 SRL

PROJECTNOTES Drawsing No- 3-2 UTTAR PRADESH STATE ROADS PROJEC1) FOLLOW WRITTEN DIMENSIONS ONLY

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF TITLETHE ENGINEER SCALE: NTS DESIGN FOR ENHANCEMENT OF POND

STEPPED ACCESS AS PER DETAIL T-5 f,,! 5_i

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PAVING TA T PE 4

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AS PER TYPICAL DESIGN DETAIL T-3. TYPE-i

GROUND W_ - PROPOSED WASHING PLATFORM-1.50RL. _ _ _ _ _ FOR COMUNITY USERS

|1~5ORL. _ _ P O _ _AS PER TYPICAL DETAIL T-1

GULMOHAR TREES~5M OCi

CASSIA FISTULA SPECIES

BRICK PITCHED EMBANKMENT

BRICK PAVED PATHWAY Ar 1 2 SLOPE (REFER TYPICAL DETAIL T-2)(I 25M wode)

iUL OHAR TREES PAViNG T-4. TYPE-4

RAILING ASPERT-YPICAL DETAIL BRC ICHING

GROUNDL1 1 - SLOPE 1 2

5000 BRICK PAVING - - 75 I V SCALE:

SECTION A-A 0 10 20 30 40 50mSCALE 1.25

-1 S TATE ROADS PROJECT -11- Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FOR

DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTHalcrow and Partners PROJECT CO-ORDIt4ATING CONSULTANTS (PCC) SERVICES -LUCKNOW -INDIA

HA1 CEMENT OF POND Operation Researct GroupDevelopment Consultants Ld FUNDED BY THE WORLD BANK (Loan No. 4114-IN)MDP Consultants (Pvt.) Ltd.

_

PROPOSED BRICK PAV)NC AS PER ~ ~ ~ ~ ~ ~ EISTNG

TYPICAL~~~~~~~~~~\ ETAi 1T-3. Typ 3 4

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PROjECT

NOTES Drawing No 3 -4 UT-TAR PRADESH STATE ROADS PROJECT

1) FOLLOW WRITTEN DIM6ENSIONS ONLY

2) ALL DIMENSIONS IN M0M UNLESS OTHERWIvSE STATED

3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY TITLE

ON APPROVA~L OF THE ENGINEER SCALE. NTS DESIGN FOR ENHANCEMENT WELL AND TEMPLE

~~~~~~~~~~~~~~~~~~~~~~Il..;3#3rm

EXISTING ASHOK TR E

PROPOSED CHABUTRA_______ IAROUND EXISTING TREE

AS PER TYPICAL DETAIL- T-3, TYPE-2

EXISTING CHABUTRA TO BEREINFORCED BY 100 TK P.C.C. LAYERSLOPING TOWARDS DRAINEXISTING WELL

PROPOSED CONCRETE BLOCKPAVING AS PER TYPICALDETAIL T-4, Type-3

U I 13 1 b t (( \ )) I I W3 | PROPOSED RAILING AS.p i AE w IlIIPER TYPICAL DETAIL T-6. Type-3

PR JECT-Il ~~~~~Public Works Department, Govt. of Uttar Pradesh

PR~~~~~~~~~~~T RJE T - H 1I

:n ~ ~Ih CONSULTANCY SERVICES F=IRDHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNIC-AL ASSISTANCE PROJECTHalcrow and Partners PROJECT COYORDINATING CqNSULTANTS (PCC) SERVICES LUCKNOW - INDIA

LL ND TEMPLE Operation Research GroupDevelopment Consultants Ltd. FUNDED BY THE WORLD BAIK (Loan No. 4114-IN)MDP Consultants (Pvt.) Ltd.

I.1 ,

TURFED AREA WITH FLOWRING SHRUBSLANTANA SPECIES Olm C/C

PAVING AS PER DETAIL T-4,TYPE-2-

RADIUS-6.

PAVING AS PER DETAIL T-4,TYPE-3 0 ( A <

PROPOSED SHADE TREES AZADINACHTAINDICA & TAMARINDUS INDICA OlOM C/CTO BE ALTERNATED

EXISTING TEMPLE COMPLEX

EXISTING TREES

TREE SITTING AS PER DETAIL T-3,TYPE-2

BRICK PAVED PATHWAY AS PER DETAILT-4,TYPE-4

PROJECT

NOTES DRAW ING 3-5 UTTAR PRADESH STATE ROADS PROJECT -11

1) FOLLOW WRITEN DIMENTIONS ONLY

2) ALL DIMENSIONS IN MM3) ANY CHANGES TO BE MADE TO BE APPROVED TITLE

BY THE SUPERVISION CONSULTANT SCALE 1.500 DESIGN FOR ENHANCEMENT OF TEMPLE AND F

U~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

PROPOSED SHOLDER EDGE

FLOWERING TREES GULMOHAR,SALIX & AMALTAS )1lOm C/C

- - _ - - _ - _ - _ - _ - _ - - - - -EXISTING

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PROPOSED SHADE TREES-fi - _ _ - - -- -POND- - - - | AZADARICHATA INDICA &

-7 _ _~ _ _ _ _ _ _ _ >TAMARINDUS INDICAa - _ _ _ _ _ _ _ t t X t ~~~~O10M C/C

N~~~~ - - - - _ - _ - _- -_- B- , Y) @lm

PROPOSEDBRICK PITCHEDSLOPE PROTECTION

\9 di . - _ - _ - _ _ _ , |f AT 1:2 SLOPE AS

DETAIL T-2, TYPE-4

......... ..... - GREEN TURFING

|______ SCREEING TREES ACACIA

NILOTICA 03m C/C

\D PROJECT - II 71 Public Works Department, Govt. of Uttar Pradesh_ In .%ssoc..Wn -sth CONSULTANCY SERVICES FOR

DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

O TEMPLE AND POND Halcrow and Partners PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW -INDIADevelopmenit Consultants Ltd. FUNDED BY THE WORLD BANK (Loan No 4114-IN)MDP Consultants (Pdv ) Ltd.

_UI

iAN O WASH iNG AROF WellA

PLAN OF WASHING AREAI

NOTES: PROJECT

1) FOLLOW WRITTEN DIENSIONS ONLY U *,TTAR PRADESH STATE RCDS PR(

2) ALL DIENSIONS WI M

3) SITE SPECIFIC CHANGES IF ANY, TO BE ADE ONLY ON APPROVAL OF SCALE OT TOALE ITLE WASHING PLATFORM AT THE OGE OFTHE ENGINEER j ________________ _-~~~~~~~~~~~~~~~~~~~~~

5 IN" C O MO" (1.2) VIM I 1.2 CE£r MORt

I ODD 1I 0SW OK 11( LA 4I 1.6 CEMCT MORTAR

D 450 WOr aG PIJTCMXt

AS PEit DPAWN NO. T-27 lYPE iE

SECTION SIDE ELEFVATIO

S. TlOM CE4 MORXTA (12)

DETAIL6ALT I &OO

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sECTION A-A (REVERSE FILTFR WFLLI

SCALE

_ u r ~~~~~~~~Public Works Department, Govt. of Uttar PradeshSH STATE R(rDS PROJECT - 11 nbhlbCNUTCYSRIEFO

Ifl~mAalIIlwAhCONSULTANCY SERVICES FOR

DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT

FC RM AT THE DGiE OF POND Hakwrow and Paertne PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAFC RM |ATgzlmeloo> FNE THE bLE OFBAOND gperatiNonr LResearch Group.

Deeopmnt Consultanits Ltd FUNDED BY THE WORLD BANK (Loan No. 4114-IN)MADP Consultanis (PyI.) Lid

I BRICK LAWD ON EDGE

BRICK LAWD ON FLAT

THIS SPACE. OBTAINED_ _ _ cFROM THE PERTICULAR

ARRENGMENT WILLFACILITATE GROWTH OFVEGETATION ON SLOPE

- KERB STONE

GABION BOX

1

WA=TKER BK SLAEGOOD OUAL

-- - - - - - - - - _-_ -: - CGABION BOX AS PEF~- - -- - - -

DRw: T-2 PROJECT PRADESH STATE ROADS PROJECT-- 11In assocgaaion wWt~

DHV Consultants BVTITLE Haicrow and PartnersSCALE: 1:500 DESIGN FOR BRICK PITCHING ON EMBANKMENT Operation Research uroupDevelopment Co-sult--ts LtdMDP Consultants (Pv- ) Ltd.

-U- - - - -

ArEr TWO 110mm (Brick laid on Flot) COURCESONE COURCES OF 70mm (Brick laid on edge)

NOTF:

KERB SLAB AS PER DETAILS IN PLANTER DRAWINGGOOD OUALITY BRICKS (CLASS 11) HAND LAID ON THE SLOPE.

G, BION BOX AS PER DETAILS IN GABION STRUCTURE DRAWING

BRICK PITCHING OF SLOPE SURFACE

SCALE

500MM 200MM OMM 500MM NOTES

1) FOLLOW WRITEN DIMENTIONS ONLY2) ALL DIMENSIONS IN MM3) ANY CHANGES TO BE MADE TO BE APPROVED

BY THE SUPERV1SION CONSULTANT

Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FORon ultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTid artnerS'Re arch.Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA

,ult ntsuaPvLtd FUNDED BY THE WORLD BANK (Loan No. 4114-IN)_ul .t .P. ..

d.

- I

A 2 A

Sitting ArTengment EarthFilling

| XQ ~~~~~~~6460 1

PLAN OF SITING AREA (TYPE 1)TRLw4K OF TzE1/

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125tMM TH:CK BRICK VI

SRI ~ ~ ~ ~ ~ ~ ~~~~~~1 ~~~~~~ ~~~~0.00 M

PC.d. (M20) * ..

SECTION A-A (TYPE 1')

PROJECT S040n6 No: T-3 UTTAR PRADESH STATE ROADS PROJECT - 11I

in aSsoc8ioAwi

DHV consu ntsTITLE Haicrow and Pa ers

SCM :50TL SEATING ARROUND TREE - 1 Operation Res GrcDevelopment U tanMDP Consutan I(t.)

U I-~~~~~~

A \(OTL A)B g L ~~~~+450/AET BACK REB

3A +10 500

PLAN OF SITTING AREA (TYPE 2)TREE TRU4K

FILL 250 480 560 300BtCK R-ST \ t/ _ _

BRICK WVALL BRC WALL AOGONERICK PAVING

?[co ;,A\NG

±0.00 GROUND

SECTION B-B (TYPE 2)

NOTZS:SCALE i) FOLOW WRnrN DONSION ONLY

2) ALL MUD4ONS IN MM WESS OTfRWtSE STATD,3) SffE SPEC:FIC CKV4AN IF ANY. TO K( MACE OM.Y ON APPROVAL OF

_- 4c0*C.

Public Works Department, Govt. of Uttar Pradesha w*. - CONSULTANCY SERVICES FOR

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435 Z~~70 220 50 ieo S

i n , g 4t X 270 n CORNER TILE

_ _ I~~~~~~~~~~~~~~~~~~~~~~~~~~~~I

HALF TILE DHALF TIL

TYPE I TYPE 2

CEMENT TILEAS PtER TILE DESIG

CORNER TILE210 2701

500MMl S

F1XNG OF Tll

TYPE 3

PROJECTDrnwnf No: T-4 UTTAR PRADESH STATE ROADS PROJECT- 11I

DHV ConWuItants ITITLE ~~~~~~~~~~~~~~~~Haicrow and Psrtners

SCALE: 1:20 TILE PAVING Operation Rent Gtu

MDP Consultnts (Pvt.) Li

: , 88 <~~~~~~~~~~~~~~~~e 375 <

TY8E 2 TYPE 4

CEMENT TILES IN 1:6 CEMENT MORTAR

_ n ~~~~~~~~~~11 nd CLASS BRICKS LAID ON FROG ANQ) FIXED IN 1:6 CEMENT MORTARl ~~~10OMM MORTAR GAP3710MORAGP

T ~~~~~~~~RAMMED EARTH P.TC.C (M20)lFIXING OF TILES

RAMMED EARTH

FIXING OF BRJCKS

SCALE

500MM 200MM OMM 500MM 1 OOOMM

NOTEs:

1 ) FOLLOW WR ITTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MS UNLESS OTHERWISE STATED)

I . ~~~~~~~~~~~~~~~~~3) SITE SPECIFIC CHANGES IF ANY, TO SE MADE ONLY ON APPROVAL OFTHE ENGINEER

< ^71< ~Public Works Department, Govit. of Uttar Pradeshas vAM CONSULTANCY SERVICES FORCE 4ltEs BV STATE ROADS INFRASTRUCTURE DEVELOPMENTTECHNICALASSISTANCE PROJECTzel and PEartners Gr PROJECT CO-ORCDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - IND:AR_ rwb (PV ) ,- RAMMNDED BY THE WORLD BANK (Loan No. 4-14-IN)

FiXIN OFILSRME AT

CEM1ENT TILES TYPE I. LAc P. C.C (MZO. 75,Mn TH.CA)

SIP TCn FrNF 1F P,Iw

.. . . .. . . .. . . ... . . .. . . .. . . .. . .. . . . .. . ... . .. . . . . . . . . .. . . . . . . . . . . . I. ..I. .L ~ ~~~~~~~~~~~~~~...........

........................... .. . .. . . . . . .... ... .. . . . . . . . . . I. . . . . . . . . .. . . . . . . . . . . . . . . . . .

Pt A TYPE I ACC(ESS AS STLM

Drawng o:T- PRJ ET TRPRADESH STATE ROADS PROJECT - 11In association vith

DHIV Consultants BVTITLE Haicrow and Partners

SCALE: 1:50 STEPPED ACCESS TO EMBANKMENT ~~~~operation Research' GroupSCALE: 1:50 STEPPED ACCESS TO EMBANKMENT ~~~~~~Development Conisuttants LtdMDP Consultants (Pvt.) Ltd.

- -l l -olst{R~~~~L? L5

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.. .. . . ...... .

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aIio ~~~~~~bqlh CONSULTANCY SERVICESNSON FORMUNESSOTERISESTTE

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TYPE-1

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_ TITLE ~~~~~~~~~~DHV Consultants BVSCALE. NTS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I

asoperation ResarhGiUSCALE: NTS RAILING DETAIL Development Consultatnts Ltd.MDP Consultants (Pvt.\LId.

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:JTYPE-3

8 ~~~~~~~~DETAIL AT B SCALE 1:25

t1 1111141

DETAIL AT A SCALE 1 25 NOTEST1) FOLLOW WRITTEN DIMENSIONS ONLY2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OFTHE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTANCY SERVICES FOR)n ultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT'd antners IRe arch Gicup PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA-nt osuta ts Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN)ul s(Pvt. Ltd.

G. L.

-~~~~ /

ELEVATION

GEOTEXTILE FIXED TO L AND 1SECTIONS W!TH BINDING WIRE ---1 A

0 ~~~275 . .275 i-

m .-t;' ;. .625

[> ANGE 5m 25m x Pmm _PLA

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...- .~W , -E A G=TXLF WRF

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APPROVED MAKE S. M .ANGLE-1 = X; ~~~~~~~~~~SUPPORTED ON MESH Kt(2 5 M,. X 2 5 M M X .3 M M)IINGNG WIRE A WR

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_ __.A DETAI AT 'B '

Title: Silt Fencing Arrangement ForWater BodiesT- 7

BRICK PAVING BRICK STEPS WTHSTONE CLADDING

300 THK. BRI WALL O/ / Z ~~~~~~~~~~WITH STONE Lbl\\ T

BRICK PAVING

, ,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~U

, , , - - - - - - - -TRE.D .300RISER . 0 .PROPOSED PLAN

/~ ~~~~RJC Puli W \or\ RCKPVN

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x I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~ ~ ~ ~ - - - -- - --- _ _ _ _ _ _ _ - - -l . / F--------------- --- -------- \ II

WELL OPENING (3600 D)I F-UE -B-Y-l ~ ~~~~ __ _ __ _ _ - - -

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PR POE PLA___N _==_=_= _= SC LE 1:50_ _ _ _ _ _ _ _ _ _ _ _ _ _

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300 THK. BRICK WALLO 1 = _ _ = = . H WITH STONE CLADDINGo)

BRICK PAVING

O l r BRICK STEPS WITHO - _________________._________I_______=_____= = __-I STONE CLADDING

I C-r. Lvi.

ELEVATION'K PAVING SCALE: 1:50

x

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BRICK PCCVING 1

| c S i | X 1 | P i S D ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~G. Lvi.

SECTION XXSCALE: 1:50

NOTE: -

i) FOLLOW WRITTEN DIMENSIONS ONLY


3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FORSTATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTPROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIAFUNDED BY THE WORLD BANK (Loan No. 4114-IN)

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HAND PUMP

6" HIGH PARAPET

CEMENTED PLATFORM

PROPOSED PLANSCALE: 1:50

PROJECT PublicDrawigNo. T-9 UTTAR PRADESH STATE ROADS PROJECT -11 CONSL

STATETITLE PROJE

SCALE: NTS HANDPUMP - TYPICAL DETAIL FUNDE

HAND PUMP

0Lo- CEMENTED BASE

6 X6 PARAPET

41 , o d ; P i ~~~~~~~~~~~~~Gr. Lvl.'1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~5

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PLATFORM

ELEVATION( SCALE: 1:50

HAND PUMP

0L( CEMENTED BASE0')

6"X6" PARAPET

0-LC) TGr. Lvi1.

LCD

SECTION XXSCALE: 1:50

NOTE: -

i) FOLLOW WRITTEN DIMENSIONS ONLY


3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY

ON THE APPROVAL OF THE ENGINEER

Public Works Department, Govt. of Uttar PradeshCONSULTING SERVICES FORSTATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECTPROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA

FUNDED BY THE WORLD BANK (Loan No. 4114-IN)

F~~~~~~~~~~~~~~~- -- -

i-I

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WALLif ~~~1200 ~v~V

SECTION F IC-1CC

FIRSr FOR Ij rI1I UN?IL

SETTUNG CA.AOILR

CHAMBER 1150

WFLE ~~aGEOTEXTILE5 0 800ao WALL aMEMBRANE v YYvvv

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SECTION A-A

U4ANHCLE Fa - --

iRS' CHAI,..

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A'X ~~ ~ ~ ~O'

ROOF PLAN

M;_

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75 35c~ 1 1l I 3i 00c

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ROO. PLANC

o SECTION P-i3 ELEVATION

(IC IE 0EIF G DIC

STUAN.DING

I I 4 SECTION~~~~~~~~~~~ C ~NB - EEATO

|Title: Oil and Grease Separator

I~~~~~ T-15