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National Highways Authority of India(Ministry of Road Transport & Highways)New Delhi, India _,

Final Generic EMP: Lucknow- Ayodhya Stretch onNH-28 and Gorakhpur Bypass August, 2004

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4~~~~~~~~~~~~~~~~~~~40

Shri V.K. SharmaGeneral Manager DHV Consultants

Social & Environmental Development Unit Branch Office

National Highway Authority of India C-154, Greater Kailash-I

Plot No. G 5 & G 6 New Delhio- 110 048

Sector - 10, Dwarka Telephone +91-11-646 643316455/5744

New Delhi Fax +91-11-622 6543

E-mail: [email protected]

New Delhi, 10Oh August 2004

Our Ref. MSP/NHAI/0408.094Subject Submission of Final Report: Independent Review of EIA, EMIP and EA

* Process Summary for Lucknow-Ayodhya section of NH-28 and GorakhpurBypass Project

* Dear Sir,

We are submitting the Final Report of Independent Review of EIA, EMP and EA Process Sumnmary for

Lucknow Ayodhya section of NH-28 and Gorakhpur Bypass Project for your kind consideration.

We hope you would appreciate our efforts in carrying out the assignment.

Thanking you,

Yours s iferelyDHV C ultan

M.S. Prakash (Dr.Team Leader

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D:\UmangWH-28Fira Report August 10 doc\covoumglt doe

DHV Consultants Is part of the DHV Group.I (*$Ž4umg I t - -o- o ....... 0. Q-io...,. .-. n rntarnala Huncarv. Hona Kona. rIndia, Inronesi, Israel, Kenya. Laos,

Generic Environmental Management Plan for Lucknow - Ayodhya section of| NH-28 and Gorakhpur bypass

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I TABLE OF CONTENTS

RM-M.3 *.. 0NW 671

1.1 Background of The Project 1-1

1.2 Project Description 1-2

1.3 Environmental Impact Assessments and Environmental Management Plan _1-3

1.4 Environmental Clearances 1-3

3 2.0 Environmental setting 2-1

3.1 Mitigation Measures 3-1

4.1 Performance Indicators 4-1I 4.2 Monitoring Plan for Environmental Conditions 4-2

4.3 Reporting System 4-3

4.4 EMP Implementation Arrangement 4-3

Table 1.1. Details of Construction Packages 1-2

Table-1.2: Existing Features of the Project Stretch 1-2

Table 1.3. Carriage way Details 1-2

Table-1.4: Statutory Clearances Obtained/ Applied for by PIU, NHAI 1-4Table-1.5: Environmental Clearances Required to Obtain by the Contractor 1-4

Table-2.1: Environmental Impacts Matrix 2-3

Table-3.1: Environmental Management Action Plan for Lucknow - Ayodhya Section of NH - 28 and Gorakhpur Bypass. 3-23 Table4.1: Performance Indicators 4-1

Appendix Gi: EIA Notification of Ministry of Environment and Forests 1 to 2

Appendix G2: MOEF Order on Fly Ash 1

Appendix G3: Design Documents I

Design Gi: Design of Schools 1

Design G2: Silt Fencing 1

Design G3: Sediment cum Oil & Grease Trap 1

Design G4: Oil Interceptor 1I Design G5: Noise Barier 1

Design G6: Retaining Wall 1

Appendix G4: Bill of Quantity 1 to 2

Appendix G5A: A. Consolidated - Compliance Status on Environmental Management Plans for Contracts 1 to 4

Appendix G5B: B. Environmental Monitonng Status 1 to 10

Appendix G6 Guidelines for Selection of Borrow Area 1 to 2

Appendix G7: List of Borrow Areas for Lucknow - Ayodhya Section including Faizabad Bypass 1

Appendix G8 Quarries Identified for Coarse and Fine Aggregates I

Appendix G9 Plantation Strategy 1

AppendixG10 Institutional Setting for the Project 1 to4

Appendix Gil Implementation Plan 1

| Figure 1.1: Base Map 1.6

Figure 2.1: Locabon of Quanries 2.6

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IIIII

IIIIII CHAPTER-I

I INTRODUCTION

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Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass

N 1 INTRODUCTION

I | 1.1 Background of the Project

National Highways Authority of India (NHAI) has been entrusted by the Ministry of Road Transportand Highways (MRTH), Govemment of India with the task of the capacity augmentation by 4/6

J laning of the East-West Corridor comprising various sections of existing National Highways fromProbandar (Gujarat) to Silchar (Assam) either through budgetary resources with or without theassistance of International Funding Agencies like ADB and World Bank or on Build Operate and

J Transfer (BOT) basis. The widening is necessary to develop National Highway corridors wheretraffic intensity has increased significantly and there is a requirement of augmentation of capacity forsafe and efficient movement of traffic.

The project under consideration forms a part of the proposed 4/6 laning of existing National HighwayEast -West corridor [from Porbandar (Gujrat) to Silchar (Assam)]. The stretch between Lucknow toMuzaffarpur of NH-28 section in Uttar Pradesh and Bihar is proposed to be explored forrehabilitation and widening of existing carriageway as well as to develop bypass options forcongested areas. The details of consultancy packages in this stretch are as follows:

l Package C-III/I Muzaffarpur- Gopalganj km 386.00-520.00 134.00 km

3 Package C-III/2 Ayodhya- Gorakhpur km 135.00 -251.70 115 km

Package C-1I1/3 Lucknow - Ayodhya km. 8.275 -135 126.75 km

3 Package C-III/5 Gorakhpur - Gopalganj km 279.80 - 386 106.20 km

Gorakhpur bypass 0-13.9Package I 32_469 km

* Gorakhpur bypass 13.9-32.47969Package II

| The Lucknow - Ayodhya section of East-West corridor is a part of contract package C-III/3 stretches,which starts from km 8.250 to km 122.275 on NH-28 then 15 km on Faizabad bypass, which is

* funded by World Bank.

The Gorakhpur bypass is a separate contract package, which starts from the chainage km 251.70 onNH-28 and ends at chainage km. 279.8 on the same. 32.47 km. long Gorakhpur bypass will beI access-controlled bypass with service road at selected stretches. Gorakhpur bypass is NHAI's selffunded project and divide into two construction packages.

The Figure 1.1 is showing the project stretch of the road.

The Lucknow- Ayodhya section of NH 28 is divided into three construction packages and Gorakhpurbypass is in one construction package, which is described below in Table 1.1.

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Table 1.1. Details of Construction Packages

Road Section Package Chainage (Km) Length Cost in CroresFrom To (km) (Rs)

Lucknow- Package I 8.250 45.0 36.75 327.01Ayodhyasection of Package II 45.0 93.07 48.07 266.74

NH 28 Package III 93.07 135.0 44.92 256.61

Packagel 0.0 (km 251.7 on 13.9 13.9 247.80Gorakhpur existing NH-28)

Bypass Package II 13.9 32.469 (km 279.8 on 18.569 331.04existing NH-28)

I This Generic Environmental Management Plan pertains to three construction Packages of Lucknow-Ayodhya stretch of NH-28 including Faizabad bypass and construction package of Gorakhpur bypass

1 1.2 Project Description

The select stretch on the NH-28 has two-lane carriageway, the existing feature are depicted below inTable 1.2.

Table-1.2: Existing Features of the Project Stretch

3 Road stretch Lucknow-Ayodhya section of NH-28 Gorakhpur bypass

Existing 2-lane with 7.0 m carriageway, 0-1.5 m of paved Road is Proposedcarriageway shoulder and 1.0 m of earthen shoulders on either But at start and end point it has two

side lane with 7.0 m carriageway, 0-1.5m of paved shoulder and 1.0 m ofearthen shoulders on either side

Existing ROW 20-39 m till km 92 and 55 m for the rest NilProposed ROW 45 m for widening, 60 m for new alignment 60 m

The Lucknow-Ayodhya stretch of project road also has two bypasses, namely Barabanki at chainageI km 20 and Ramsanaighat at chainage km 63, which are part of construction package I and II. Detailof these bypasses are as given below:

3 Name of the Bypass Starting point End Point Length (km) Construction Package

Barabanki km 20 on NH-28 km 32 on NH-28 12.462 Package l

Ramsanaighat km 63 on NH-28 km 69.7 on NH-28 6.7 Package ll

The carriageway details of the Lucknow - Ayodhya section of NH-28 including Faizabad bypass andI Gorakhpur Bypass have been listed in Table 1.3.

Table 1.3.Carriage way Detailsl S. Attributes Lucknow-Ayodhya Stretch Gorakhpur Bypass

No. including Faizabad bypass

I. Design Life a) Flexible pavement 20 years 20 years1 b) Rigid pavement 30 years 30 years2. Design Speed a) Rural 1 00 kmph 1 00 kmph

b) Through settlements 60 kmph 40-50 for service road3. Carriageway width 7.0 m (3.5x2=7.0 m) 7.0 m for four lane part

*___________________________________ ________________________ 10.5 m six lane part (each

1-2


3 S. Attributes Lucknow-Ayodhya Stretch Gorakhpur BypassNo. including Faizabad bypass

Number of lanes in main carriageway 4 lanes lane of 3.5 m)I 4. Edge strip adjacent to kerb 0.5 mMain carraiage way 0.25 mBypass 0.5 m

5. Paved Shoulder 1.5 m 1.5 m1 6. Earthen/Granular Shoulder 1.0 m 1.0 m (hard shoulder)7. Median Width a) Rural Stretches 4.5 to 9.5 m 12.0 m including 2x0.25 m

b) Built-up Stretches 1.2 m edge strips for 4 lanec) New bypasses 12 m 5.0 m including 2x0.25 m

edge strips for 6-lane8. Embankment Slope (V: H) 1:2 1:29. Footpath along service road at built-up 2.0 m

* areas (Footpath is generally over drainwith cover)

10. Longitudinal GradientI a) Ruling Maxm 2.0 %b) Absolute Maxm 3.3 %

11. Carriage way (m) on bridges/culverts 11.0 m 11.0 m3 12. Footbridge on Bridge and culverts (m) 1.2 m 1.2 m13. Service Road 5.5 m 5.5 m

1.3 Environmental Impact Assessments and EnvironmentalManagement Plan

3 The widening stretch of Lucknow-Ayodhaya section on NH-28 including Faizabad bypass involvesland acquisition more than 20 m, moreover, this section has two new bypasses, which passes throughagricultural land and involve major land acquisitions. Further more, the cost of the project is also1 8 above 100 cores. In case Gorakhpur bypass, it has a new alignment of 3 2.469 km with investment ofmore than 100 crore. Therefore, the detailed design of the Lucknow-Ayodhya stretch (includingFaizabad bypass section) and Gorakhpur bypass have been closely coordinated with EnvironmentalImpact Assessment (EIA) and Social Impact Study as per the requirement of the EIA notification(1994) of Ministry of Environment and Forests (MoEF) issued under the Environment ProtectionAct, 1986 (Appendix-GI).

* Since the proposed four laning of Lucknow- Ayodhya stretch of NH-28 project is being fundedthrough loan from the World Bank, Environmental Impact Assessment was also a requirement ofWorld Bank Operative Directive - 4.01. Along with the EA/SA, a consolidated EnvironmentalI Management Plan (EMP) and separate Rehabilitation and Resettlement Plan including ResettlementAction Plan (RAP) are also prepared. The project has been categorized as category 'A' project, dueto its cumulative magnitude of environmental and social impacts. In accordance with the requirementI of 'category A' project of the World Bank, an independent review of the Environmental and SocialAssessments and RAP has also been carried out to address the gaps and deficiencies in thosedocuments. The EMP is finalized based on the outcome of the reviewed EA report. The EMP has a

8 generic EMP and three specific EMP for each construction packages.

1.4 Environmental Clearances

The project would require total statutory clearances from Government of India and Government ofUttar Pradesh. The present status of the statutory clearances for the overall projects work is described

| below in Table-1.4

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Table-1.4: Statutory Clearances Obtained/ Applied for by PIU, NHAI

Si. Clearance Required Statute under which Statutory Authority Current Status ofNo for Clearance is required clearance

I No objection Certificate Environmental Impact Uttar Pradesh Pollution To be obtainedfor the overall activities Assessment Control Board

* Notification, 1994issued under EP act,1986

f 2 Permission for Mandatory as per the Central Ground Water To be obtainedWithdrawal of Ground notification of central BoardWater for construction Ground waterI 3 for Authority

| 3 Permission for EP. Act, 1986 Uttar Pradesh Irrigation To be obtainedBorrowing Earth from DepartmantRiver BankI 4 Environmental Environmental Impact Ministry of To be obtainedClearance Assessment Environmental and

Notification, 1994 Forest, GOI, New Delhi.issued under EP Act,

* 19865 Felling of trees from Conservation of forest Uttar Pradesh State Forest To be obtained3 ROW of Existing NH-2 Act, 1980 Department

Apart from the clearances for the overall project work, the contractor has to obtain requiredclearances for operating his equipment and canying out construction work. The clearances/ noobjection Certificates (NOC) to be collected by the contractor after mobilization but before startingthe construction work listed below in Table-1.5:

3 Table-1.5: Environmental Clearances Required to Obtain by the Contractor

Si. Construction Activity for Statutory Authority Statute under which Clearance isNo. which Clearance Required requiredI Hot mix plants, Crushers Uttar Pradesh Pollution Air(Prevention and Control of

and Batch plants Control Board Pollution) Act, 1981 and the NoisePollution (Regulation and ControlRules, 2000)

2 Storage, Handling, and Uttar Pradesh Pollution Hazardous Wastes (Management andTransport of Hazardous Control Board Handling) rules, 1989 andMaterials manufacturing, Storage and Import of

hazardous Chemical Rules, 19893 Clearance for Engineering Uttar Pradesh Pollution EP Act, 1986 Manufacturing, Storage

for Location and Layout of Control Board and Import of Hazardous Chemicalsworkers camp, Equipment Rules, 1989and Storage yards

4 Quarries Department of Mining, Environment Protection Act, 1986GoUP

5 Discharges from the Labour Uttar Pradesh Pollution Water prevention and Control ofCamps Control Board pollution) Act, 1974

6 Disposal of Bituminous Intimate to the local civic Hazardous Wastes (Management andWastes, if any body to use the local solid Handling Rules, 1989

waste disposal site

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3 In addition, any other clearance which supervision consultant or PIU, NHAI will feel required forthis project will be procured by the NHAI or Contractor as appropriate or as suggested by NHAIbefore commencement of the respective work of the project. The contractor will submit anundertaking to ensure that no child labor shall be used for any construction and to comply with theEMP provision to the PIU, NHAI.

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1-IIIIIIIII

ICHAPTER -2

ENVIRONMENTAL SETTING

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Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur Bypass

1 2 ENVIRONMENTAL SETTING

lIn existing environmental set-up of the study corridor (7 km on either side of the project road), ingeneral, and within the Right of Way (ROW), in particular, has been described below:

Topography: Lucknow - Ayodhya section of NH - 28 runs on flat terrain in between the Gomti andGhaghara rivers. The region is geo-morphologically part of alluvium deposition of Gangetic plain,

* which is not very old. The ground level along the project between the starting and ending point variesbetween 103.7-119.4 m above mean sea level (amsl). Form Lucknow (the starting point) toBarabanki, the ground level varies between 115.3-119.4 m msl. Between Barabanki andI Ramsanehighat the ground level varies between 109.3-118.3 m msl. From Ramsanehighat toAyodhya (the end point) the ground level varies between 103.7-119.2 m msl. The proposed TheGorakhpur bypass runs on flat to slopping terrain and few stretches through low lying areasI especially while crossing Rapti river. the ground level between start and end point varies between64.496 m msl (at Rapti riverbed) to 77.009 m msl (GIDA Area)

3 Seismicity: According to seismic map of India (IS: 1893, part 1, 2002), the Lucknow -Ayodhyastretch of project road is situated in the Seismic zone III (having moderate seismic intensity),therefore, has a moderate risk of potential damage due to earthquake. While the region throughGorakhpur bypass falls under seismic zone IV (having sever seismic intensity) having high risk ofpotential damage due to earthquake. Although no major earthquake occurred close to the projectareas, but the tract being not far from the great Himalayan boundary fault, experiences the effects ofmoderate to great earthquake occurring there.

Soil: In the Lucknow-Ayodhya stretch soil is light to deep brown in colour and silty clay to sandyloam in texture and slightly acidic to alkaline with pH range 6.93-.8. 1. Soils in the Gorakhpur bypassarea is silty clay and slightly alkaline with pH 7.06-8.25.

Drainage: The proposed road alignment of Lucknow - Ayodhya section of NH - 28 crosses threerivers namely Reth and Kalyani (which are tributaries of the Gomati river) and the river Kasera(which is a tributary of the Ghaghara river). Proposed Gorakhpur bypass crosses Rapti river andGaura nadi and four natural streams i.e, Sonwan nalla, Kurwa nalla, Tura nalla and Pharend nalla.

Ground Water: The depth of ground water aquifer is varies between 25-50 feet in various stretchesof the entire project. The ground water of the area is also slightly alkaline, pH ranges between 7.3-8.04.

Flora: Out of 41,402 existing roadside trees along the project stretch of NH-28 and Faizabad bypass,only 10,254 trees have been identified to cut for widening. In addition, 1147, 571 and 4465 numberof trees identified to be cut from the proposed Barabanki, Ramsanaighat and Gorakhpur bypass,respectively.

| Wild Fauna: Wild fauna of the project area comprises Fox, Jackle, monkey, Mangoose, Nilgai etc.As reported by the local people, wild animals in this area are occasionally encountered except Nilgai,which frequently found in the crop field.

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Overview of Impacts of Project

The project will provide a much-needed speed on existing NH-28 and better connectivity and safetyto the settlements present along the project road due to proposed service roads and vehicular as wellas pedestrian/cattle underpasses. It will also decongest the already congested cities such asBarabanki, Ramsanehighat and Gorakhpur. There will also be adverse impacts of project relating tothe hydrology, drainage, increased pollution load and break in landscape especially the proposedbypass areas. There will be increased strain on environmentally sensitive receptors, consumption of(non renewable) resources, and increased pollution loads during construction period. The adverse

| impacts will also include the introduction of vehicular pollution in the bypass areas but it willimprove the air pollution in existing NH-28 part because of improved speed and less congestion. Theidentified environmental impacts of the project are summarized in Table 2.1.

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Table-2.1: Environmental Impacts Matrix

SignificanceS. No. Attribute Description of Impacts Pre Construction Operation

Construction Cntuto prtol. Physiography/Land Medium and temporary soil erosion during pre construction and

construction stage, compaction and contamination of soil. In the .bypass area visible and significant impact on physiography and Medium Medium Lowpermanent change in the land use.

2. Air Quality Direct adverse impact on air quality due to exhaust emissions andconstruction activity, which will last almost throughout the pre-construction to construction period. A major source of dust duringthe construction stage is from stone crushing operations from the Low High Lowcrusher and the vibrating screen. Dusts is generated due toprocurement and transport of raw materials from quarries andborrow sites to the road construction area.

3. Water Resources/ Increased sedimentation, loss of drinking water sources, andQuality degradation of water quality. In proposed bypass area alteration of Medium High Medium

drainage is also envisaged.4. Consumption of Earth: Total quantity of fill materials required for Lucknow-

Natural Resources Ayodhaya section of NH-28, is 3214172 cum. Total 18 and sevenI) Construction borrow pits have been identified for Lucknow - Ayodhya section

materials: of NH-28 including Faizabad section and for Gorakhpur bypass* Earth respectively.* Fly ash* Quarry Fly ash: As per the India Government directive (order issued onMaterials dated 18/06/2002, Appendix G 2) the use of fly ash is mandatory Low Medium Low

for the construction of embankments of any new road/ fly over2) Water located within 100 km periphery of thermal power plant. Thermal

power Plants located at Tanda and Panki are within 100 km ofpackage 1, package 11 and package III of project road. As per theDPR consultants 556,200 cum of fly ash will be transported toproject site for these packages. The contractor of respectivepackages will procure the fly ash from respective Power Plants and

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Constructiontransport it to project site in closed dump truck. Fly ash will bedirectly dumped on the embankment. Bulldozer will spread thematerial and a compactor will be used for compaction. No stockpiling will be required.

Quarry materials: Total 2399326 m3 of stone and aggregates and1049704 m3 of sand will be required for entire Lucknow-Ayodhyaand Gorakhpur project. The amount required for this constructionpackage will be procured from quarries identified by DPRconsultants (Figure 2.1).

Water: 252,021 litre/day of water will be required for constructionpackage I, II and III, and 234,359 litre /day of water will berequired for Gorakhpur bypass including earthwork and concretework and drinking/household use by labour colony (considering480 labour on an average for Lucknow Ayodhya stretch and 160labour for Gorakhpur bypass) which will be extracted from groundwater source by dedicated bore well separately bored forconstruction work.

5. Noise Traffic condition congestion will be remove from the NH-28section between Lucknow-Ayodhya and Faizabad bypass, due towidening and congestion will be removed and noise pollution dueto vehicular movement and construction activity will be improve. Low High MediumBut in new bypass areas (Barabanki, Ramsanaighat and Gorakhpur)noise level will increase due to introduction of vehicular movementon the newly constructed road.

6. Ecology/ Flora/ 16619 number of trees from the section of widening on NH-28Fauna section, and 1147, 571 and 4465 numbers of trees from proposed

RoW of Barabanki, Ramsanehighat and Gorakhpur bypass, Low Medium Lowrespectively will be cut. All these trees are common native plants;no endangered or rare plants are present among them.

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I~ ~ ~ ~ ~ ~ ~ ~Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur Bypass


Construction7. Human Use Values Land Acquisition: It has been estimated that the Lucknow-

Ayodhya stretch of NH-28 will require acquisition of around215.37 ha of land including 70.6 ha for Barabanki bypass and 35.6ha for Ramsanaighat bypass. While Gorakhpur bypass will require193.8 ha of land.

Community Properties: 38 temples, two mosques, 11 schools,four state bank buildings, one hospital, one clinic, one veterinaryhospital, 414 tube wells, 28 ponds will be fully affected(demolished/ filled up) and three temples, one mosque, 10 schools,41 ponds, 6 health centers, one veterinary hospital will be partiallyaffected for RoW of Lucknow - Ayodhya section of NH- 28.

For the alignment of Gorakhpur bypass five hand pumps, two tubewells, one pond will be completely affected. . These communityproperties will be relocated/ enhanced/ compensated before theconstruction starts in these sites.

8. Archaeological/Pro The proposed Lucknow - Ayodhya stretch of NH-28 (includingtected Monuments Faizabad bypass) and Gorakhpur bypass is not affecting anyand Other Cultural archeological monuments or structures.Properties

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CHAP TER-3

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MITIGATION MASURS, MONITORING

I REPORTING AND IMPLEMENTATION

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Generic Environmental Management Plan for Lucknow - Ayodhya section of| NH-28 and Gorakhpur bypass k

3 MITIGATION MEASURES, MONITORING,3 REPORTING AND IMPLEMENTATION

| 3.1 Mitigation Measures

Table-3.1 summarizes the EMP of Lucknow-Ayodhya section of NH-28 and Gorakhpur bypass after3 addressing all the relevant issues identified during independent review and addressed during EIA.

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Table-3.1: Environmental Management Action Plan for Lucknow - Ayodhya Section of NH - 28 and Gorakhpur Bypass.

Environmental Issue Mitigation Measures Reference ResponsibilityI I Document Implementation I Supervision

PRE-CONSTRUCTION STAGE

Pre-Construction activities by PIUP. I Land Acquisition, The acquisition of land and private properties will be carried out in RAP Document NGOs; PIU, NHAI

R&R accordance with the RAP and entitlement Framework for the project. Collaborating(Throughout the Project It will be ensured that all R&R activities are to be completed before Agencies; PIU,Corridor and Gorakhpur) the construction activity starts, on any section of ROW of existing NHAI.

road and proposed new bypasses.

P. 2 Advance notice, as per RAP shall be given to the encroachers and RAP document PIU, NHAI PIU, NHAIClearance of squatters present between km 8.275 to 122.275 before Faizabad and RevenueEncroachment/ Squatters then 15 km on Faizabad bypass, and on the new alignment of Authorities

Barabanki, Ramsanaighat and Gorakhpur bypass which needrelocation. All R & R activities will be undertaken. Entitlements asper NHAls entitlement framework for this project will be completedbefore construction starts.

Trees will be removed from the RoW before commencement of the Contractor SupervisionP. 3 Tree Cutting construction with prior intimation to the forests department. Package Consultants and(Throughout the Project wise specifications are presented in specific EMP. The roadside trees PIU, NHAICorridor including are the property of Forest Department and designated as protectedGorakhpur Bypass) forests. For the cutting of the trees (both Forests department as well

as private trees) need NOC from forest department.

Owners (both private and Forests department) will be compensated asper the rate fixed by Forest Department or as suggested in RAP.

Forest Department will remove the roadside trees before theconstruction starts at the site. Disposal of the trees will be as per thenorm, otherwise as mutually decided by the contractor in consultationwith SC& PIU.

P. 4 Quality Relocation All community utilities i.e., hand pumps, ponds, state Bank MoRTH: 110: 3 Contractor, PIUof Community utilities buildings, health center, health clinic and veterinary hospital will be Appendix G3:Design PIU

In Jelin v

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Environmental Issue Mitigation Measures Reference Respon ibilityDocument Implementation Supervision

(Throughout the Project demolished due to this project from Lucknow-Ayodhya stretch document (DesignCorridor including including Faizabad bypass section. GI )Gorakhpur Bypass) Appendix G 4: BOQ

All these structures will be relocated with prior approval of theconcerned agencies before construction starts, on any section of theproject corridor.

The contractor will relocate these properties in consultation andagreement with the owner under the supervision of environmentalexpert of SC.

All other community property resources such as schools, which willbe demolished from the Lucknow-Ayodhya stretch will also berelocated.

The relocation sites for these schools will be identified inaccordance with the choice of the community. The schools will beconstructed as per UP Primary School Construction Guidance. Theselect design (Bhammapurva design) is enclosed as Design l(A-D).The relocation will be completed before the construction starts inthese sites.

P.5 Replacement of All cultural property resources such as temples and mosques will be Contractor and PIU, NHAICultural Property relocated. PIU, NHAIResources(Throughout the project Sites for the relocation of these religious structures will be identifiedcorridor) in accordance with the choice of the community. The contractor in

consultation with local people will finalize design of these temples.The entire process (i.e., selection of relocation sites and designs) willbe under supervision of Environmental Expert of SC

The relocation will be completed before the construction starts inthese sites.

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Environmental Issue Mitigation Measures Reference Responsibility

I I Document Implementation I Supervision

Pre-construction activities by the Contractor/ Environmental Expert of Supervision Consultants ( SC)

P.6 Field Verification and Modification of the Contract DocumentsP. 6.1 Joint Field The Environmental Expert of SC and the Contractor will carry out Contractor/ PIU

Verification joint field verification of the EMP. The efficacy of the Environmentalmitigation/enhancement measures suggested in the EMP will be Expert of SCchecked.

P.6.2 Modification of the If required, The Environmental Expert of SC will modify the EMP Contractor/ PIUContract Documents and Contract documents (particularly the BOQs). Environmental

Expert of SC

P.6.3 Crushers, Hot-mix Specifications of crushers, hot mix plants and batching plants will Contractor/ EnvironmentalPlants & Batching Plants comply with the requirements of the relevant current emission control Environmental Expert of SC,Location. legislations. Expert of SC PIU

Hot mix plants and batching plants will be sited sufficiently awayfrom settlements and agricultural operations or any commercialestablishments. Such plants will be located at least 1000 m awayfrom the nearest village settlements preferably in the downwinddirection.

P.6.4 Other Construction All vehicles, equipment and machinery to be procured for Contractor/ PIUVehicles, Equipment and construction will confirm to the relevant Bureau of India Standard EnvironmentalMachinery (BIS) norms. Expert of SC

The discharge standards promulgated under the EnvironmentProtection Act, 1986 will be strictly adhered to.

Noise limits for construction equipments to be procured such ascompactors, rollers, front loaders concrete mixers, cranes (moveable),vibrators and saws will not exceed 75 dB (A), measured at one meterfrom the edge of the equipment in free field, as specified in theEnvironment (Protection) Rules, 1986.

P.7 Identification and Selection of Material Sources

P.7.1 Borrow Areas Finalizing the borrow areas from the lists of the locations identified MoRTH: 305.2 Contractor/ PIU

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Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass D

Environmental Issue Mitigation Measures Reference ResponsibilityDocument Implementation Supervision

by DPR consultants for borrowing earth, and all logistic arrangement and Environmentalas well as compliance to environmental requirements, as applicable, MoRTH: 305.2.2.2 Expert of SCwill be the sole responsibility of the contractor. The Contractor willnot start borrowing earth from select borrow area until the Appendix G5 (EMP)formal agreement is signed between landowner and contractor. Appendix G6 (EMP)

Locations finalized by the contractor shall be reported to the Appendix G7 (EMP)Environmental Expert of SC and who will in turn report to the PIU.Format for reporting will be as per the Reporting Format for BorrowArea (Appendix G5).

Planning of haul roads for accessing borrow materials will beundertaken during this stage. The haul roads shall be routed to avoidagricultural areas as far as possible and will use the existing villageroads wherever available.

In addition to testing for the quality of borrow materials by the SC, theenvironmental' personnel of the SC will be required to inspect ever)borrow areas location prior to approval. The criteria for evaluation oborrow area is presented in Appendix G6. List of borrow areaselected by DPR consultants is presented in Appendix G7.

P.7.2 Fly Ash Fly ash will be procured from the Panki and Tanda Thermal Power Contractor/ PIUStations. Contractor will work out proper haulage road network for Environmentaltransportation of fly ash from plant to project site. If any village road Expert of SCis identified for transportation of fly ash, the road will be improvedbefore starting the transport work. The haul road will avoid usingagricultural land and try to use the existing road network of the areawherever possible.

The contractor will consult the Environmental Expert of SC beforefinalizing the haulage network and also take necessary approval ofthe Environmental Expert of SC. SC in turn report to the PIU beforegiving final approval to the contractor.

P.7.3 Quarry Contractor will finalize the quarry for procurement of construction Appendix G8: List of Contractor Environment-almaterials from the list of quarries identified by DPR consultants after Quarries Expert of

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Generc Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass


assessment of the availability of sufficient materials and other logistic SC, and PIUarrangement.

In case the contractor decides to use quarries other thanrecommended by DPR consultants, then it will be selected based onthe suitability of the materials. The contractor will procure necessarypermission for procurement of materials from Uttar Pradesh MiningDepartment and State Pollution Control Board.

Contractor will also work out haul road network and report toEnvironmental Expert of SC and SC will inspect and in turn report toPIU before approval.

P.7.4 Arrangement for The contractor will use ground water as a source of water for the Contractor Environment-alConstruction Water construction and will set up the own bore well facility for Expert of

construction work. Contractor can use the ponds, which are not in SC and PIUuse by community or identified to fill up for the project, but in thatcase, before using any pond water contractor will inform the owner.To avoid disruption / disturbance to other water users, the contractorwill extract water from fixed locations and consult the EnvironmentalExpert of SC before finalizing the locations.

The contractor will not be allowed to pump from any Irrigation canaland surface water bodies used by community.

The contractor will need to comply with the requirements of the stateGround Water Department and seek their approval for doing so.

P. 8 Labor Requirements The contractor preferably will use unskilled labor drawn from local Contractor Environment-alcommunities to give the maximum benefit to the local community. Expert of

SC and PIUP. 9 Construction Camp Siting of the construction camps to be as per the guidelines presented Appendix G5: Contractor Environment-alLocations- Selection, below. Locations identified by the contractor will report as per format Reporting Format Expert ofDesign & Layout given in Appendix-G5. SC, and PIU

____________________ Construction camps will not be proposed within 1000 m from the _

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Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass I


nearest settlements to avoid conflicts and stress over theinfrastructure facilities with the local community.Location for stockyards for construction materials will be identifiedat least 1000 m from watercourses.

The waste disposal and sewage system for the camp will be designed,built and operated such that no odor is generated.Unless otherwise arranged by the local sanitary authority,arrangements for disposal of night soils (human excreta) suitablyapproved by the local medical health or municipal authorities or asdirected by Environmental Expert of SC will need to be provided bythe contractor.

P. 10 Arrangements for The contractor as per prevalent rules will carry out negotiations with Contractor EnvironmentalTemporary Land the landowners for obtaining their consent for temporary use of lands Expert ofRequirement for construction sites/hot mix plants/traffic detours/borrow areas etc. SC and PIU

The Environmental Expert of SC will be required to ensure that theclearing up of the site prior to handing over to the owner (afterconstruction or completion of the activity) is included in the contract.

CONSTRUCTION STAGE

Constriction Stage Activities by ContractorC.1 Site Clearance

C. 1.1 Clearing and Vegetation will be removed from the RoW before the Contractor Environment-alGrubbing commencement of construction. All works will be carried out such Expert,

that the damage or disruption to flora other than those identified for SC and PIUcutting is minimum.

Only ground cover/shrubs that impinge directly on the permanentworks or necessary temporary works will be removed with priorapproval from the Environmental Expert, of SC. The contractor,under any circumstances will not damage trees (in addition to thosealready identified to be cut). Vegetation only with girth of over 30 cmwill be considered as trees and shall be compensated.

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C. 1.2 Generation of Debris generated due to the dismantling of the existing road will be MoRTH 112.2 and Contractor Environment-alDebris from Dismantling suitably reused in the proposed construction, subject to the suitability MoRTH 112.6 Expert ofStructures and Road of the materials and approval of the Environmental Expert of SC as SC and PIUSurface of Existing NH- follows:28 Section

. The sub grade of the existing pavement shall be used asembankment fill materials

* The existing base and sub-base material shall be recycled as sub-base of the haul road or access roads

* The existing bitumen surface may be utilized for the paving ofcross roads, access roads, and paving works in construction sitesand campus, temporary traffic diversions, haulage routes etc.

The contractor will suitably dispose off unutilized debris materials;either through filling up of borrow areas located in wasteland or atpre-designated dump locations, subject to the approval of theEnvironmental Expert of SC.

At locations identified for dumping of residual bituminous wastes,the dumping will be carried out over a 60 mm thick layer of rammedclay so as to eliminate the possibility of leaching of wastes into theground water.

The contractor will ensure that the surface area of such dumping pitsis covered with a layer of preserved topsoil.

All arrangement for transportation during construction includingprovision, maintenance, dismantling and clearing debris, wherenecessary will be considered incidental to the work and will beplanned and implemented by the contractor as approved and directedby the Environmental Expert of SC.

The pre-designed dump locations will be a part of comprehensive

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solid waste management plan to be prepared by Contractor inconsultation with Environmental Expert of SC.

Debris generated from pile driving or other construction activitiesshall be disposed such that it does not flow into the surface waterbodies or form mud puddles in the area. The contractor shall identifydumping sites. The identified locations will be reported to theEnvironmental Expert of SC.

C. 1.3 Other Construction The pre-identified dump locations will be a part of comprehensive MoRTH: 201.2 Contractor EnvironmentalWastes Disposal solid waste management plan to be prepared by the Contractor in Expert of SCincluding Fly Ash consultation with Environmental Expert of SC. and PIU, NHAI

Location of disposal sites will be finalized prior to completion of theearthworks on any particular section of the road. The EnvironmentalExpert of SC will approve these disposal sites. MoRTH: 301.3.11

Contractor will ensure that any spoils of material unsuitable forembankment fill will not be disposed off near any water course,agricultural land, and natural habitat like grass lands or pastures.Such spoils from excavation can be used to reclaim borrow pits andquarries, low-lying area in barren lands along the project corridors.

No fly ash will be disposed in any disposal site. Contractor will takecare if any residual fly ash is remain after construction work eitherthis will be returned to the source or used in construction ofembankment elsewhere with proper construction measures. SC willkeep strict vigil on this aspect.

Non-bituminous wastes other than fly ash may be dumped in borrowpits covered with a layer of the conserved topsoil. No new disposalsite shall be created as part of the project, except with prior approvalof the Environmental Expert of SC.

All waste materials will be completely disposed and the site will be

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fully cleaned before handing over.

The contractor at its cost shall resolve any claim, arising out of wastedisposal.

C. 1.4 Stripping, The topsoil from all areas of cutting and all areas to be permanently Contractor EnvironmentalStocking and covered will be stripped to a specified depth of 150 mm and stored in Expert ofPreservation of Top stockpiles. At least 10% of the temporarily acquired area will be SC and PIUSoils earmarked for storing topsoil and following precautionary measures

will be taken to preserve them till they are used:

(a) Stockpile will be designed such that the slope does not exceed1:2 (vertical to horizontal), and height of the pile is restricted to2 m. To retain soil and to allow percolation of water, the edgesof the pile will be protected by silt fencing.

(b) Stockpiles will not be surcharged or otherwise loaded andmultiple handling will be kept to a minimum to ensure that nocompaction will occur. The stockpiles shall be covered withgunny bags or tarpaulin sheets.

(c) It will be ensured by the contractor that the topsoil will not beunnecessarily trafficked either before stripping or when instockpiles.

Such stockpiled topsoil will be utilized for:

. covering all disturbed areas including borrow areas

* top dressing of the road embankments and fill slopes

. filling up of tree pits, in the median, and

. in the agricultural fields of farmers, acquired temporarily.

Residual topsoil, if there is any will be utilized for the plantation atmedian and side of the main carriageway.

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C. 1.5 Accessibility The contractor will provide safe and convenient passage for MoRTH: 112.7 Contractor Environmentalvehicles, pedestrians and livestock to and from roadsides and expert of SC andproperty accesses connecting the project road, providing temporary PIU, NHAIconnecting road.

The contractor will also ensure that the existing accesses will not beundertaken without providing adequate provisions to the priorsatisfaction of the Environmental Expert of SC.

The contractor will take care that the cross roads are constructed insuch a sequence that construction work over the adjacent cross roadsare taken up one after one so that traffic movement in any given areanot get affected much.

C. 1.6 Planning for Temporary diversions will be constructed with the approval of the MoRTH: 121.1 Contractor EnvironmentalTraffic Diversions and Environmental Expert of SC. Expert of SC,Detours in the Existing and PIUState Highways, District Detailed Traffic Control Plans will be prepared and submitted to theand Village Roads Environmental Expert of SC for approval, 5 days prior to

commencement of works on any section of road. The traffic controlplans shall contain details of temporary diversions, details ofarrangements for construction under traffic, details of trafficarrangement after cessation of work each day, safety measures fortransport of hazardous materials and arrangement of flagmen.

Special consideration will be given to the preparation of the trafficcontrol plans for safety of pedestrians and workers at night.

The Contractor will ensure that the diversion/detour is alwaysmaintained in running condition, particularly during the monsoon toavoid disruption to traffic flow. The contractor will also inform localcommunity of changes to traffic routes, conditions and pedestrianaccess arrangements. The temporary traffic detours will be kept freeof dust by frequent sprinkling of water.

C.2 Procurement of Construction Materials

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C.2.1 Earth from Borrow No borrow area will be opened without permission of the MoRTH: 305.2 Contractor Environment-alAreas for Embankment Environmental Expert of SC. Appendix G6: Expert ofConstruction Guidelines for Sitting SC and PIU

Borrow pits will not be dug continuously in a stretch. The location, and Operation ofshape and size of the designated borrow areas will be as approved by Borrow Areasthe Environmental Expert of SC and in accordance to the IRCrecommended practice for borrow pits for road embankments (IRC10: 1961).

The borrowing operations will be carried out as specified in theguidelines for sitting and operation of borrow areas (Appendix G6).

The unpaved surfaces used for the haulage of borrow materials willbe maintained dust free by the contractor. Sprinkling of water will becarried out twice a day to control dust along such roads during theirperiod of use. During dry seasons (winter and summer) frequency ofwater sprinkling will be increased and Environmental Expert of SCwill decide the numbers of sprinkling depending on the localrequirements.

Contractor will rehabilitate the borrow areas as soon as borrowing isover from a particular borrow area in accordance with the Guidelinesfor redevelopment of borrow areas or as suggested by EnvironmentalExpert of SC.

C.2.2 Fly Ash Contractor will ensure that they will strictly follow the specification As specified in DPR Contractor Environment-algiven in IRC: SP: 58 for fly ash embankment construction. Expert of

SC and PIUFurther, Contractor will also ensure that

* fly ash will be transported in covered dump truck to the projectsite and is directly dumped on the embankment. This will not bestockpiled at project site

* weathered (at least not freshly generated) fly ash will be

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Environmental Issue Mitigation Measures Reference ResponsibilitDocument Implementation Supervision

collected from the fly ash pond to reduce the possibility of watercontamination due to leaching of heavy metals

* fly ash surface will be graded and sloped at the end of eachworking day to provide drainage and to prevent the ponding ofwater or the formation of runoff channel

. the side slope will be properly benched and covered with soil andlater vegetation will be grown to prevent the erosion

* run-off from the fly ash embankment/stockpile will be collectedand discharged into proper drainage system

* if any further handling is that will be restricted within RoW.During such handling and also after placing on embankment, ifthe fly ash surface is dried up completely, contractor will arrangefor frequent sprinkling of water for dust suppression. Otherwise,surface of the fly ash will be covered with tarpaulin orpolyethylene sheets

* the fly ash will be placed on an aggregate drainage blanket toprevent water from rising into the fly ash by way of capillaryaction. Contractor will ensure that fly ash layer is separated fromthe drainage blanket by an appropriate filter fabric/sand blanketof adequate thickness over full width of embankment as capillarycut-off.

Environmental Expert of SC will be required to inspect regularly toensure the compliance of EMP.

C.2.3 Quarry Operations The contractor shall obtain materials for quarries only after consent Appendix G8 :List of Contractor Environmentalof the department of Mining. Quarries expert of SC and

PIU, NHAIThe contractor will develop a comprehensive quarry redevelopment MoRTH: 111.3plan, as per the Uttar Pradesh Mining Rules.The quarry operations will be undertaken within the rules and

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regulations in force.

C.2.4 Transporting Contractor will maintain all roads (existing or built for the project), Contractor Environment-alConstruction Materials which are used for transporting construction materials, equipment Expert ofand Haul Road and machineries as precised. SC and PIUManagement

All vehicles delivering materials to the site will be covered to avoidspillage of materials.

All existing highways and roads used by vehicles of the contractor, orany of his sub-contractor or suppliers of materials and similarlyroads, which are part of the works, will be kept clean and clear of alldust/mud or other extraneous materials dropped by such vehicles.

Contractor will arrange for regular water sprinkling at least thrice aday (i.e., morning, noon and evening) for dust suppression of suchroads particularly the unpaved roads.

The unloading of materials at construction sites close to settlementswill be restricted to daytime only.

C.2.5 Construction Contractor will arrange adequate supply and storage of water for the Contractor. EnvironmentalWater whole construction period at his own costs. Expert of SC

and PIU, NHAI.The contractor will source the requirement of water preferentiallyfrom ground water but with prior permission from the UP GroundWater Board. The contractor will take all precaution to minimize thewastage of water in the construction process/ operation.

The contractor will use ground water as a source of water for theconstruction and will set up the own bore well facility forconstruction work. Contractor can use the ponds, which are not inuse by community or identified to fill up for the project, but in thatcase, before using any pond water contractor will inform the owner.To avoid disruption / disturbance to other water users, the contractorwill extract water from fixed locations and consult the Environmental7. 13 W14

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Expert of SC before finalizing the locations.

The contractor will not be allowed to pump from any Irrigation canalor from any surface water bodies used by community.

C.3 Construction workC.3.1 River Training and Construction over and close to the non-perennial streams shall be Contractor EnvironmentalDisruption to other undertaken in the dry season. If Construction work is expected to Expert of SCUsers of Water disrupt users of community water bodies, notice shall be served well and PIU, NHAI

in advance to the affected community.

While working across or close to any perennial water bodies,contractor will not obstruct/ prevent the flow of water.

The contractor will serve notice to the down stream users well inadvance to divert the flow of water of any surface water body.Wherever excavation for diverting water flow will take place,contractor will ensure that the slopes are not steeper than 1:2(vertical: horizontal) otherwise proper slope protection measureswill be taken as approved by the Environmental Expert of SC.

The contractor will take prior approval of the River Authority orIrrigation Department of SC for such activity. The SC will ensurethat contractor has served the notice to the downstream users ofwater well in advance.

C.3.2 Drainage and Contractor will ensure that no construction materials like earth, stone, MoRTH: 305.3.7 Contractor. EnvironmentalFlood Control ash or appendage disposed off so as not to block the flow of water of MoRTH: 306 Expert of SC,

any water course, and cross drainage channels. PIU, NHAI.

Contractor will take all necessary measures to prevent the blockageof water flow.

In addition to the design requirements, the contractor will take allrequired measures as directed by the Environmental Expert of SC to

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prevent temporary or permanent flooding of the site or any adjacentarea.

C.3.3 Siltation of Water The Contractor will not excavate beds of any stream/ canals/ any MoRTH: 306 Contractor. EnvironmentalBodies and Degradation other water body for borrowing earth for embankment construction. Appendix G4: BOQ Expert of SCof Water Quality Design G2: (Silt and PIU, NHAI.

Contractor will construct silt fencing at the base of the embankment Fencing)construction for the entire perimeter of any water body (including Design G3: Combinedwells) adjacent to the RoW and around the stockpiles at the Sediment cum Oil &construction sites close to water bodies. The fencing will be provided Grease Trapprior to commencement of earthworks and continue till thestabilization of the embankment slopes, on the particular sub-sectionof the road.

The Contractor will also put up sedimentation cum grease traps at theouter mouth of the drains located in truck lay byes and bus bayswhich are ultimately entering into any surface water bodies / waterchannels with a fall exceeding 1.5 m.

Contractor will ensure that construction materials containing fineparticles stored in an enclosure such that sediment-laden water doesnot drain into nearby watercourse.

C.3.4 Slope Protection The contractor will take slope protection measures as per design, or Contractor Environmentaland Control of Soil as directed by the Environmental Expert of SC to control soil erosion, MoRTH: 305.2.2.2 Expert of SCErosion sedimentation through use of dykes, sedimentation chambers, basins, MoRTH: 306.2 and PIU, NHAI

fibber mats, mulches, grasses, slope, drains and other devices. Alltemporary sedimentation, pollution control works and maintenancethereof will be deemed as incidental to the earth work or other itemsof work and as such as no separate payment will be made for them.

Contractor will ensure the following aspects:

* During construction activities on road embankment, the sideslopes of all cut and fill areas will be graded and covered withstone pitching, grass and shrub as per design specifications.

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* Turfing works will be taken up as soon as possible provided theseason is favorable for the establishment of grass sods. Othermeasures of slope stabilization will include mulching netting andseeding of batters and drains immediately on completion ofearthworks.

* In borrow pits, the depth of the pits shall be so regulated that thesides of the excavation will have a slope not steeper than I verticalto 2 horizontal, from the edge of the final section of the bank.

* Along sections abutting water bodies, stone pitching as perdesign specification will protect slopes.

C. 4 Pollution

C.4. 1 Water PollutionC.4. 1.1 The Contractor will take all precautionary measures to prevent the MoRTH: 111.4 Contractor EnvironmentalWater Pollution from wastewater during construction from entering directly into streams, Expert of SCConstruction Wastes water bodies or the irrigation system. MoRTH: 113.13 and PIU, NHAIWater Contractor will avoid construction works close to the streams or

water bodies during monsoon. MoRTH: III. I

All waste arising from the project is to be disposed off in the mannerthat is acceptable to the Uttar Pradesh State Pollution Control Board(UPPCB).

The Environmental Expert of SC will certify that all liquid wastesdisposed off from the sites meet the discharge standards.

C.4.1. 2 The contractor will ensure that all construction vehicle parking MoRTH: 111.4 Contractor EnvironmentalWater Pollution from location, fuel/lubricants storage sites, vehicle, machinery and MoRTH: 113.13 Expert of SCFuel and Lubricants equipment maintenance and refueling sites will be located at least MoRTH: 111.1 and PIU, NHAI

1000 m from rivers and irrigation canal/ponds or as directed by the Appendix 10:Environmental Expert of SC. Appendix G4: BOQ

IDesign 4

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Contractor will ensure that all vehicle/machinery and equipmentoperation, maintenance and refueling will be carried out in such afashion that spillage of fuels and lubricants does not contaminate theground. Oil interceptor will be provided for vehicle parking, washdown and refueling areas as per the Design. No 4. Field storage willbe in proper bunded areas.

In all fuel storage and refueling areas, if located on agricultural landor areas supporting vegetation, the topsoil will be stripped,stockpiled and returned after cessation of such storage.

Contractor will arrange for collection, storing and disposal of oilywastes to the approved disposal sites. All spills and collectedpetroleum products will be disposed off in accordance with MoEFand UPPCB guidelines.

Environmental Expert of SC will confirm that all arrangementcomply the guidelines of UPPCB/ MoEF or any other relevant laws.

C. 4. 2 Air PollutionC.4.2. I Dust Pollution The contractor will take every precaution to reduce the level of dust Contractor Environmentalfrom Crusher/ Hot mix along construction sites involving earthwork, by frequent sprinkling MoRTH: 111.1 Expert of SCPlants of water. MoRTH: 111.5 and PIU, NHAI

MoRTH: 111.9The Contractor will confirm that all crushers used in construction MoRTH: 111.10shall conform to relevant dust emission control legislation. All the MoRTH: 118.1plants will be sited at least I km in the downwind direction from the Contract documentnearest human settlement. Clearance for siting shall be obtainedfrom the UPPCB. Alternatively, only crushers licensed by theUPPCB shall be used.

Dust screening vegetation will be planted on the edge of the RoWfor all existing roadside crushers.

Hot mix plant will be fitted with dust extraction units.

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Generic Environmental Management Plan for Lucknow - Ayodhya section of NTNH-28 and Gorakhpur bypass


The suspended particulate matter value at a distance of 40m from aunit located in a cluster should be less than 500 g/m3 . Themonitoring is to be conducted as per the monitoring plan.

C.4.2 .2 Emission from Contractor will ensure that all vehicles, equipment and machinery Contractor EnvironmentalConstruction Vehicles, used for construction are regularly maintained and confirm that Expert of SCEquipment and pollution emission levels comply with the relevant requirements of and PIU, NHAIMachineries UPPCB. The Environmental Expert of SC will be required to inspect

regularly to ensure the compliance of EMP.

C.4.3 Noise Pollution: The Contractor will confirm the following: MoRTH: 111.13 Contractor EnvironmentalNoise from Vehicles, Expert of SCPlants and Equipments . All plants and equipment used in construction (including the and PIU, NHAI

aggregate crushing plant) shall strictly conform to the MoRTH: 111.13MoEF/CPCB noise standards.

• All vehicles and equipment used in construction will be fittedwith exhaust silencers. MoRTH: 111. I

* Servicing of all construction vehicles and machinery will be doneregularly and during routine servicing operations, theeffectiveness of exhaust silencers will be checked and if found MoRTH: 111.13defective will be replaced.

. Limits for construction equipment used in the project such ascompactors, rollers, front loaders, concrete mixers, cranes(moveable), vibrators and saws shall not exceed 75 dB (A)(measured at one meter from the edge of equipment in the free MoRTH: 111.6field), as specified in the Environment (Protection) rules, 1986.

, , ~~~~~~~~~~~Appendix G3:• Maintenance of vehicles, equipment and machinery shall be Design 4-Noise

regular and up to the satisfaction of the Environmental Expert of BarrierSC to keep noise levels at the minimum.

At the construction sites within 150 m of the nearest habitation,

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noisy construction work such as crushing, concrete mixing, batchingwill be stopped during the nighttime between 10.00 pm to 6.00 am.

No noisy construction activities will be permitted aroundeducational institutes / health centers (silence zones) up to a distance.of 100 m from the sensitive receptors i.e., school located at km160.5, between 9.0 am to 6.0 pm.

Contractor will provide noise barriers (Appendix G3: design 4Noise Barrier) to the suggested locations of select schools/ healthcenters. List of Noise barrier are given in each specific EMP.

Monitoring shall be carried out near construction site as permonitoring schedule.

Environmental Expert of SC will be required to inspect regularly toensure the compliance of EMP.

C. 5 SafetyC.5. 1 Personal Safety Contractor will provide: Contractor EnvironmentalMeasures for Labours Expert of SC

* protective footwear and protective goggles to all workers and PIUemployed on mixing asphalt materials, cement, lime mortars,concrete etc.

* welder's protective eye-shields to workers who are engagedinwelding works

. protective goggles and clothing to workers engaged in stone

breaking activities and workers will be seated at sufficientlysafe intervals

* earplugs to workers exposed to loud noise, and workers workingin crushing, compaction, or concrete mixing operation.

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The contractor will not employ any person below the age of 14 yearsfor any work and no woman will be employed on the work ofpainting with products containing lead in any form.The contractor will also ensure that no paint containing lead or leadproducts is used except in the form of paste or readymade paint.

Contractor will provide facemasks for use to the workers when paintis applied in the form of spray or a surface having lead paint dryrubbed and scrapped.

C.5.2 Traffic and Safety The contractor will take all necessary measures for the safety of MoRTH: 112.4 Contractor Environmentaltraffic during construction and provide, erect and maintain such Expert of SCbarricades, including signs, marking, flags, lights and flagmen as MoRTH: 112.1 and PIUmay be required by the Environmental Expert of SC for theinformation and protection of traffic approaching or passing throughthe section of any existing cross roads.

The contractor will ensure that all signs, barricades, pavementmarkings are provided as per the MoRTH specification. Beforetaking up of construction on any section of the existing lanes of thehighway, a traffic control plan will be devised to the satisfaction ofthe Environmental Expert of SC.

The contractor shail take all the precautions at the time ofconstruction of bypass.

C.5.3 The contractor will comply with all the precautions as required for Contractor Environment-alPrecautionary/Safety the safety of the workmen as per the International Labor Expert ofMeasures during Organization (ILO) Convention No. 62 as far as those are applicable SC and PIUConstruction to this contract.

The contractor will make sure that during the construction work:

* All relevant provisions of the Factories Act, 1948 and the______________________ Building and other Construction Workers (regulation of _

-* ;, " 3-21499rY7/vs'bS6,,IN Jeli "mm Wu

m m m m - m m - -- m m mm m Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass


Employment and Conditions of Services) Act, 1996 will beadhered to.

* Adequate safety measures for workers during handling ofmaterials at site will be taken up.

* The contractor will comply with all regulations regarding safescaffolding, ladders, working platfonns, gangway, stairwells,excavations, trenches and safe means of entry and egress.

C.5.4 Risk from The Contractor will take adequate precautions to prevent danger from MoRTH: 106 Contractor Environment-alElectrical Equipment (s) electrical equipment i.e., Expert of

* no material will be so stacked or placed as to cause danger or SC and PIUinconvenience to any person or the public

* all necessary fencing and lights will be provided to protect thepublic

* all machines to be used in the construction will conform to therelevant Indian Standards (IS) codes, will be free from patentdefect, will be kept in good working order, will be regularlyinspected and properly maintained as per IS provision and to thesatisfaction of the Environmental Expert of SC.

C.5.5 Risk Force The contractor will take all reasonable precaution to prevent danger Contract requirement Contractor. EnvironmentalMeasure of the workers and public from fire, flood, etc. Expert of

SC and PIUThe contractor will keep emergency arrangement so that in case ofany mishap all necessary steps can be taken for prompt first aidtreatment.

C.5.6 First Aid The contractor will arrange for MoRTH: 1207.6 Contractor Environmental

* a readily available first aid unit including an adequate supply of and PIU NHAIsterilized dressing materials and appliances as per the FactoriesRules of Uttar Pradesh at every workplace

* suitable transport to take injured or sick person(s) to the nearesthospital

* equipment and trained nursing staff at every workplace and _

3-22

In iloit VsI Wrs wilkVA

- -- - -- m m m mm m Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass


construction camp.

C.5.7 Informatory Signs The contractor will provide, erect and maintain informatory/ safety Contractor Environmentaland Hoardings signs, hoardings written in English and Hindi, wherever required or Expert of SC

as suggested by the Environmental Expert of SC.. and PIU, NHAI

C. 6 Flora and Fauna: Plantation/Preservation/ Conservation Measures

C.6.1 Road side The contractor will do the plantation at median, and turfmg at Appendix G9: Contractor EnvironmentalPlantation embankment slopes as per the tree plantation strategy prepared for Plantation Strategy Expert of SC

this project. The avenue plantation will be of the responsibility of and PIU, NHAINHAI.

Minimum 80 percent survival rate of the saplings will be acceptableotherwise the contractor will replace died plants at own cost. Thecontractor will maintain the plantation till they handover the projectsite to NHAI.

The Environmental Expert of SC will inspect regularly thesurvivability of the plants and compliance of tree plantationguidelines.

C.6.2 Flora and Chance The contractor will take reasonable precaution to prevent his Contractor Environmentalfound Fauna workmen or any other persons from removing and damaging any Expert of SC

flora (plant/vegetation) and fauna (animal) including fishing in any and PIU, NHAIwater body and hunting of any animal.

If any wild animal is found near the construction site at any point oftime, the contractor will immediately upon discovery thereof acquaintthe Environmental Expert of SC and carry out the SC's instructionsfor dealing with the same.

The Environmental Expert of SC will report to the near by forestoffice (forest range office or divisional forest office) and will takeappropriate steps/ measures, if required in consultation with the forestofficials.

C.6.3 Chance Found All fossils, coins, articles of value of antiquity, structures and other Contractor Environment-al

3-23

I ~ 7 p/w II islet iEUWl



Archaeological Property remains or things of geological or archaeological interest discovered Expert ofon the site shall be the property of the Government, and shall be dealt SC and PIUwith as per provisions of the relevant legislation.

The contractor will take reasonable precaution to prevent hisworkmen or any other persons from removing and damaging anysuch article or thing. He will, immediately upon discovery thereofand before removal acquaint the Environmental Expert of SC of suchdiscovery and carry out the SC's instructions for dealing with thesame, waiting which all work shall be stopped.

The SC will seek direction from the Archaeological Survey of India(ASI) before instructing the Contractor to recommence the work inthe site.

C.7 Labor Camp Management

C.7. 1 Potable Water The contractor will provide, erect and maintain necessary Contract requirement Contractor Environmental(temporary) living accommodation and ancillary facilities for labor Expert of SCup to standards and scales approved by the SC at the location and PIU, NHAIidentified for such facilities in pre-construction phase.

The Contractor will provide these facilities within the precincts ofevery workplace, latrines and urinals in an accessible place, and theaccommodation, as per standards set by the Building and otherConstruction Workers (Regulation of Employment and Conditions ofService) Act, 1996.

The Contractor will construct and maintain all temporaryaccommodation in such a fashion that uncontaminated water isavailable for drinking, cooking and washing.

The contractor will also guarantee the followings:

a) Supply of sufficient quantity of potable water (as per IS) in everyworkplace/labor camnpsite at suitable and easily accessible ___________ __________ ________

j41w ~~~~~~~~~~~~~3 - 24

velure wItbVA

m m m m m - m m m m m m m m m mm m



places and regular maintenance of such facilities.

b) If any water storage tank is provided that will be kept at adistance of not less than 15 m. from any latrine, drain or othersource of pollution.

c) If water is drawn from any existing well, which is within closeproximity of any latrine, drain or other source of pollution, the wellwill be disinfected before water is used for drinking.

d) All such wells will be entirely covered and provided with a trapdoor, which will be dust proof and waterproof.

e) A reliable pump will be fitted to each covered well. The trap doorwill be kept locked and opened only for cleaning or inspection,which will be done at least once in a month.

f) Testing of water will be done every month as per parametersprescribed in IS 10500:1991.

Environmental Expert of SC will be required to inspect the labourcamp once in a week to ensure the compliance of the EMP.

C.7. 2 Sanitation and The contractor will ensure that Contract Contactor EnvironmentalSewage System Requirement Expert of SC

* the sewage system for the camp are designed, built and operated and PIU, NHAIin such a fashion that no health hazards occurs and no pollutionto the air, ground water or adjacent watercourses take place

* separate latrine and urinals, screened from those from men (andmarked in the vernacular) are provided for women

* adequate water supply is there to all latrines and urinals

* all latrines in workplaces are with dry-earth system (receptacles)

3-25 4VAJ7/ w "lmllin.emrewfl



which are cleaned at least four times daily and at least twiceduring working hours and kept in a strict sanitary condition

night soil is disposed off by putting layer of it at the bottom of apermanent tank prepared for the purpose and covering it with 15cm. layer of waste or refuse and then covering it with a layer ofearth for a fortnight.

The Environmental Expert of SC will ensure the compliance ofEMP.

C.7. 3 Waste Disposal The contractor will provide garbage bins in the camps and regularly MoRTH; 111.14 Contractor Environmentalemptied and disposed off in a hygienic manner as per the Expert of SCcomprehensive Solid Waste Management plan for the labor/ and PIU, NHAIcontractor's camp approved by the Environmental Expert of SC.

Contractor will follow all relevant provisions of the Factories Act,1948 and the Building and the other Construction Workers(Regulation of Employment and Conditions of Service) Act, 1996 forconstruction and maintenance of labour camp.

The contractor will make arrangement for disposal of night soil bycomposting at the workplace unless otherwise arranged by the localsanitary authority. The composting of night soil will be done as perdirection of Environmental Expert of SC.

MoRTH: 111.1The site will be left clean and tidy, at the contractor's expense,to the entire satisfaction to the Environmental expert of SC.

C.8 Contractor DemobilizationC.8. 1 Cleaning of Contractor will prepare site restoration plans, which will be approved Contractor Environment-alConstruction of Camps by the Environmental Expert of SC. The plan is to be implemented Expert ofand Restoration by the contractor prior to demobilization. On completion of the SC and PIU

works, the site will be left clean and tidy, at the Contractor's expense,to the satisfaction of the environmental expert of SC. The contractorwill clear all temporary structures, remove or burn all rubbish, and

3 -26

In islet hIEINI Wfl

l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'4-

m m m - m m m m m m m m-q m m 3gGeneric Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass


night soils. All disposal pits or trenches will be filled in andeffectively sealed off.

Residual topsoil, if any will be distributed on adjoining/ proximatebarren land or areas identified by Environmental Expert of SC in alayer of thickness of 75 mm-lSO mm.

Construction activities by PIU - Envirnmental CellCon. 1 Tree Plantation Roadside avenue plantation (wherever space is available) will be PIU

implemented by the NHAI either through the state forest department NHAIor through consultants appointed by them. The plantation will bedone as per the plantation scheme prepared for this project. The costof the plantation will be carried by NHAI.

As all the trees felled from the RoW are private trees that will bereplaced in accordance to the NHAI's norm.

Two trees will be planted for every tree lost as per the NHAI's usualpractice.

Trees felled from the existing road sections (section of NH-28,Faizabad bypass, and at the start and end of the Gorakhpur bypass)will be compensated in accordance with the Forest (Conservation)Act, 1980.

OPERATIONS STAGEOperation stage activities by PIU-environmental cell, NHAI0.1 The PIU will monitor the operational perfornance of the various PIUMonitoring Operation mitigation/enhancement measures carried out as a part of this project. NHAIPerfornance The indicators selected for monitoring include the survival rate of

trees, utility of enhancement provision for relocated temples andschools, status of rehabilitation of borrow areas an's utilit.- of doubleglazing for noise sensitive receptors.

0.2 Maintenance of NHAI will ensure that all drains (side drains, median drain and allDrainage cross drainages) are periodically cleared especially before monsoon PTU NHAI

3 - 27 4ir4t

I~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~nJitvnuewt

m - -- - m m m - m - m m

Generic Environmental Management Plan for Lucknow - Ayodhya section of

NH-28 and Gorakhpur bypass


season to facilitate the quick passage of rainwater and avoid flooding.

NHAI will ensure that all the sediment and oil & grease trap set up atthe water bodies along the bypass are cleared once in every three

month.

0.3 Pollution The periodic monitoring of the ambient air quality, noise level, water Pollution NHAI

Monitoring (both ground and surface water) quality, soil pollution/ contamination Monitoring

in the select location as suggested in pollution monitoring plan in Agency.

EMP will be responsibility of NHAI. NHAI will appoint CPCBapproved pollution monitoring agency for this purpose.

0.3.1 Atmospheric Ambient Air concentrations of various pollutants shall be monitored Pollution NHAI

Pollution as envisaged in the pollution-monitoring plan. MonitoringAgency

Roadside tree plantation will be maintained.

0.3.2 Noise Pollution Noise pollution will be monitored as per monitoring plan at sensitive Pollution NHAI

locations. Noise control programs to be enforced strictly. Monitoring

Monitoring of the effectiveness of the pollution attenuation barriers, Agency

if there is any will be taken up thrice in the operation period.

0. 4. Soil Erosion and Visual monitoring and inspection of soil erosion at borrow areas, PIU/NHAI NHAI

Monitoring of Borrow quarries, embankments and other places expected to be affected, will

Areas be carried out once in every three month as suggested in monitoringplan.

0.5 NHAI shall take initiative and act as facilitator to prepar- an action NHAI

Changes in Land Use plan for balanced regional development in consultation with Local NHAI & Local

Pattern Development Authority and State Government to control the ribbon Authorities

development along the project road including new bypasses. A land (Revenue

use regulation control, if applicable need to be adopted. Department andLocal Civic

A land use-zoning map may be developed, under which up to a Bodies)

particular distance from the RoW of the alignment especially in newbypass stretches, no development will be allowed.

A separate governing body may be formed with the representation of

3- -28

In Joint venture wiMth1r



NHAI, Revenue Department and Local Civic Body (MunicipalCorporation/ Gram Panchayat) with the power of taking necessaryaction, if required to remove un-authorized development along theroad . This special body will meet periodically and monitor thedevelopment along the road.

Necessary hoarding will be erected indicating the availability ofRoW and legal charges for encroachment of RoW.

Budgetary provision is made in EDP to control the ribbondevelopment along project road.

0.6 Other ActivitiesOrientation of The PIU shall organize orientation sessions during all stages of the PIU, NAI NHAIImplementing Agency project. The orientation session shall involve all staff ofand Contractors Environmental Cell, field level implementation staff of PIU,

Environmental Expert of SC and Contractor.

3- -29

In Joint unturs withe4mr

II

I

I,IIIII

CHAPTER-4

ENVIRONMENTAL MONITORING

I REPORTING AND IMPLEMENTATION

IIIIIIIII


4 ENVIRONMENTAL MONITORINGREPORTING AND IMPLEMENTATION

The monitoring programme is devised to ensure effective implementation of the EMP. Themonitoring programme contains monitoring plan for all performance indicators, reporting formatsand necessary budgetary provisions. Monitoring plan for performance indicators and reportingsystem is presented in the following sub sections. Budgetary provisions are presented in

| specific EMPs.

4.1 Performance Indicators

Physical, biological and environmental management components identified as of particularsignificance in affecting the environment at critical locations have been suggested as Performance3 Indicators (PIS). The Performance Indicators shall be evaluated under three heads as:

(a) Environmental condition indicators to determine efficacy of environmental management

measures in control of air, noise, water and soil pollution.(b) Environmental management indicators to determine compliance with the suggested

environmental management measures.(c) Operational performance indicators have also been devised to determine efficacy and utility of

the proposed mitigation measures.

The Performance Indicators and monitoring plans prepared for proposed projects are presented inTable-4.1

Table-4.1: Performance Indicatorsl Nlo. Details Indicator Stage Responsibility

Pre-Construction StageA Environmental Management Indicators and Monitoring PlanI 1. Locations for dumping of wastes Dumping Pre- Construction Contractor

have to be identified and Locationsparameters indicative ofI environment in the area has to bereported

2. Location of construction camps Construction Pre-Construction Contractorhave to be identified and Campsparameters indicative ofenvironment in area has to bereported

3. Location of borrow areas have to Borrow Areas Pre-construction Contractorbe finalized from identified listsand parameters indicative ofenvironment in the area has to bereportedI 4. Progress of tree removal marked Tree Cutting Pre-Construction Contractorfor cutting is to be reported

3 r <= 4-1


Sl. Details Indicator Stage | Responsibilityl ~~~No.lllI

Construction stageB Environmental Condition Indicators and Monitoring Plan1. The parameters to be monitored, Air Quality Construction Contractor through

* frequency and duration of approved monitoring agencymonitoring as well as the Noise Level Construction Contractor through approvedlocations to be monitored will be monitoring agencyas per the Monitoring Plan Water Construction Contractor through approvedpresented in Table-4.2. Quality monitoring agency

Soil Quality Construction Contractor through approvedmonitoring agency

2. Progress of measures suggested Tree Construction Contractor for median andas part of the strategy is to be Plantation PIU for avenue plantationreported

3. Contractor shall report Top Soil Construction Contractorimplementation of the measuressuggested for topsoilpreservation to environmentalexpert of supervision consultant.

C Management and Operational Performance Indicators1 The number of trees surviving Survival Rate Operation The enviromnental expert ofI during each visit will be of Trees Supervision Consultant will

compared with the number of be responsible forsaplings planted monitoring up to theI construction period. After

this period of the PIU willbe responsible formonitoring over period of 5years.

2 The Environmental specialist of Status Operation The environmental expert,supervision consultants and PIU Regarding Supervision Consultant willI will undertake site visits to Rehabilitation be responsible fordetermine how many borrow of Borrow monitoring up to theareas have been rehabilitated in Areas construction period. Afterline with the landowners request this period theand to their full satisfaction. Environmental Cell of the

PIU will be responsible formonitoring over a period of

* ~~~~~~~~~~~~~~~~~~~~~~~~~~5 years.3 The PIU will visit sensitive Utility of Operation The environmental expert of

locations along with the Noise barrier Supervision Consultant willenvironmental monitoring provided for be responsible for

* agency (responsible for Sensitive monitoring up to themonitoring of noise levels Receptors construction period. Afterduring operation stage) to check this period thethe efficacy of the installed noise Environmental Cell of thebarriers. PIU will be responsible for

monitoring over a period of5 years.

4.2 Monitoring Plan for Environmental Conditions

For each of the environmental condition indicator, the monitoring plan specifies the parameters to bemonitored; location of the monitoring sites, frequency and duration of monitoring. The monitoring

| plan also specifies the applicable standards, implementation and supervising responsibilities. The

Idew-U07,00W 4 -ZF,< 2 A04


monitoring plan and details of monitoring locations for environmental condition indicators of the

project in construction and operation stages are presented with specific EMP (Appendix Px VI).

4.3 Reporting System

Reporting system for the suggested monitoring program operates at two levels as:

(a) Reporting for environmental condition indicators and environmental management indicators

(b) Reporting for operational performance indicators at the PIU level.

J Contractor and construction supervision consultants operate the reporting system for environmentalcondition and environmental management indicators. The Environmental cell of PIU will operate the

reporting system for environmental management operation performance indicators. The PIU will see

* the targets for each activity envisaged in the EMP beforehand and all reports will be against thesetargets. Contractor will report to the environmental expert of construction supervision consultants, onthe progress of the implementation of environmental conditions and management measures as per theI monitoring plans. The environmental expert of supervision consultants will in turn report to the PIUon a quarterly basis which will be reviewed by an independent environmental expert as reviewer ofthe EMP compliance. This independent Environmental reviewer of EMP compliance will be

accountable for entire TMNHP section of NH-28 and will be responsible for

- Quarterly monitoring of the implementation of the EMP till the completion of thecivil works

- Taking timely measures im case of non compliance of suggested EMP measures

- The Suggestion or modification of the EMP measures for any particularI environmental issue, if required

- Preparation of computerised database using available data to monitor the progress ofthe environmental management activities against the targeted performanceindicators.

The Independent reviewer of EMP compliance will submit quarterly report to ESDU at corporateoffice of NHAI at Delhi and this will be forwarded by the NHAI to the World Bank. The quarterly

reports of the EMP will form an integral part of the 'Quarterly Progress Reports' that are to beregularly submitted to the Bank. A detailed reporting system for all the Performance Indicators hasbeen developed and is presented in Appendix-G5 a and b. Reporting formats for contractors havebeen prepared, which will form the basis of monitoring, by the environmental expert of supervisionconsultants and/or the environmental cell as required.

| In addition to these formats, to ensure that the environmental provisions are included at every activityof the implementation by the contractor, it is suggested that the approval of the environmentalpersonnel of the supervision consultants is required in the 'Request for Application to Proceed" or

other similar reporting formats used by the constructor. These will not only ensure that theenvironmental provision are addressed but also link the satisfactory compliance to environmentalprocedures prior to approval of the Interim Payment Certificate (IPC) by the supervision consultants.

| The activities by the contractor that can impact the environment will be identified based ondiscussions between the environmental specialist of the PIU, team leader and the environmentalpersonnel of the supervision consultants. The decisions will be communicated to the contractor.

4.4 EMP Implementation Arrangement

The NHAI is responsible for the implementation of the provisions made within the EMP through thePIU. The services of a supervision consultants will be procured to assist the PIU for monitoring the

4-3I~~~~~~lp

Generic Environmental Management Plan for Lucknow - Ayodhya section of| NH-28 and Gorakhpur bypass

environmental aspects of the project during implementation (mainly pre-construction andconstruction phases). Contractor will also have an environmental expert. Environmental expert of thecontractor will provide key inputs to the project implementation.

lllI

lIlllIIllIl

1 ~~~~~~ ~~~~~~~~~~4-4 ,,,


| | NH-28 and Gorakhpur bypass

The proposed organisational chart for the implementation of EMP is presented

below:

MemberiChlef

General Manager

(World Bank)

NHAI3 I 8 e Corporate office at

General Manager k , General ManageF|

| _ r~~~~~~~~Tecr.r .... c3il 2t-'one,J,

sr8>eperreent Peviiewe| eperde, Re-wer r,t3 c~~~~~~~~~~~~~~~~~~!~~FfE MP Crtaw PAP( an

I ~ ~ s ProJect Direcltor6

| = ~~~~~~~~~Lucknow-Ayodhya | Project Director

at LuQkno-) | Gorakhpur)

Structure of PIU will be sam D

, I package wlse separate setMn3mger for,f 13 n Josl Manager, Supervision

Eac-.r.P, :,age, and Contractors will be

3 under PD of each

I I r rtr-,sr. iel df,frr ,CrA a

U Detail responsibilities of various institutional players are given in Appendix-G1O.

4 - 5 Azropzav

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~01-4

II

I.IIIIII

I APPENDIX'SIII

I

11

IIII


* Appendix -GI

F A Nofi lica litn .Aitic derment daited .J une 1. . 2i,2

Ministry of Environment and Forests

3 Notification

New Delhi, the 13th June, 2002

S. 0. 632 (E). - VVherea5 by nntificarnon of the Government of India in the Ministny ofEnvironment and Forests No. S.O. 6HtE), dated 2 7 th January, 1994 1herelnarter referred to asthe said ctirF:atic;nr issued under sub-section (1) and clause (v) of sub-section (2) of sectionI 3 of the Environment .Prctectinn) Act, 1986 (29 of I986) (hereinafter referred to as the saidAct' read with clause (d) of sub-rule (3) of rule 5 of the Environment 'Protection) Rul 1986(hereinafter referred to as the said pulus), the Central Government imposed certain3 < trii,ioris and prmhjbit,n on the expansion or modernization of any ictivity or theundertaking of any nr,7 e(t. unless environment clearance has been gjrarted by the CentralGovernment;

I And 'A'tiert..s, sub-rule (4) of rule 5 of the said Rules provides that, whenever it appears to theCentral Government that it is in puhlic interest to do so it may .i p.en'.,e with the requirement3 of notice under clause (a) of sub-rule (3)of rule 5 of the said rules;

And .. lr,>s the central Government is of the opinion that it is in public interest to dispense,ith the requirement of notice under clause (a) of sub-rule (3) of rule 5 of the said Rules;

I Now, therefore, in exercise of hlf. powers conferred by ;ut '.::t,rn (1) and clause (v) of sub-section (2) of section 3 of the said Act read with sub-rule (4) of rule 5 of the said Rules, theCentral Government hereby makes the !i'ia .'.... further amendments in the said n. tfiwation,

I narnely:

In the said notification

I (i) in r, 2, in sub-para I , -.ft r clause (a), the f:-,l-l .,ini provisos :c.,.i be added,namely:-

3 *r ,idt,d that for i il * .r j.- .J Environmental Impact Assessment report willnot be required:

| iJ I r l further, that for pipeline and highway projects, pu>i;iu ".riri :na., beconducted in each district through which the pipeline or highway passes through'":

U (ii) in paragraph 3, for sub para (b), the r, '1-.iJ.q sub-para shall be,. ih--tiit. -.1, namely:-

"(b) any item falling under entry no. 1,2, 3,4,5,7,9,10,13,14,16,17,19,21,25,27 ofSchedule-I if rhll investmlent is less than Rs 100 crores for new -r -, l r . and less3 than Rs. 50 crores for expansion / modernization projects.";

(. l) in paragraph 3, for sub-para (e) , the folkvving sub-para shall be substituted, namely

In 311 SVI 0I 11rl I r I



I

3 1.1 ,\ N m liudI ;tiont ,No in Anwndcmr iit dalcd Jniic 1, 20(111

Iii r, item - ,l ii-9 under entry no. 8 of Schedule-1, if that product is covered byI the r.. r- r G.S.R.; E dated 5th December, 1989.

(f) Modernization projects in irrigation sector if * -' -ii command area is less3 th,an 10,000 hectares or project cost is less than Rs. 100 crores.";

(iv) in Schedule IV, in paragraph (1), for item (i), the foiio..in,a item wIid!l be substituted.namely-:

"(i) An executive summary containing the salient reatw-, of the project both inEnglish as -'u I as the local ! ,ngu.d e along with Environmental Impact Assessment(EIA). However, for D:T-i:]'r- project, Environmental Impact Assessment report willnot be required. But Environmental Management Plan including risk -ri g:Iti inmeasures is required."

i in paragraph (4), for the words 'E-'ŽcujtI.e Surnmry", the words n .tII Summary and ,r1.ir n ,r, e i Impact Assessment -- L.: cr *shall be substituted,

2. This notification 'n.31 come into force oen the date of its publication in the Official Gazette.

[No. Z-1201314/89-IA. I r:ir ]

| Dr. V. RAJIACFCPA: AN, Jt, Secy.

Foot note - !he Prinripal Notifcatlron was pub1mshed vlde number s. 0. 60(E) dated the 27t lanimary, 1994 arnd, ubseqilently amended vide numnber S.O. 356 (E) dated the 4,h May, 1994, 9.0. 318 (E) dated the iOu April,I 9IC97, s .S E73) dater1 the a January, 2000, s.o. I I 19 'E) dated the 1 3tb De(emnber, 2000. 5.0. d datedtt-e I" August, MM01 led 50. 1118,s (E) dated 2,' riovenitber, 2001.

IIII

I

I ~~~~~~Ii lilihiXFr uti r °

| I Generic Environmental Management Plan for Lucknow - Ayodhya section of


Appendix -G2

I T-O BE PUB-LISI IED IN TIIE GAZETTE OF INDIA, EXTRAORDINARY, PART 11... Page I of 4

3 The Gazette of India

Extraordinary

3 | I'art lI, Section 3, Sub- Section (ii)

New Delbi, Wednesday, November 6, 2002

3 MNlinistry of Enivirontnent and Forcsts

New Delhi, the 5th November, 2002

Notification

S.). 1 164 (E) - 'lThe following drail of a notification to amend the notification of the Government of

Ind(iia in the Ministry of Environment and Forests number S.0.763(E) dated the 14th September,

1999. relating to restriction of excavation of top soil for manufacture of bricks and promoting the

utilization of' 1½y ash in the manufacture of building materials and in construction activity within a

specified radius of coal or lignite based-thermal power plants which the Central Govermnent'I proposes tO iSSsi", in exercise of the powers confcrred by sub-section (1), read with clause (v) of sub-

section (2) of section 3 and clause (e) of sub-section (2) of section 6 of the Environment (Protection)

Act. 1986 (29 of 1986) is hereby published, as required under sub-rule (3) of rule 5 of the

'nvironiment (IProtcetion) Rules, 1986, for the infornation of all persons likely to be affected

I thercbv: and llotice is hereby given that the said draft notification will be taken into consideration by

the C'entral Govermment on or after the expiry of sixty days from the date on which copies of the

Gjazette contair-ing this notitication are made available to the public.

Al\nc personi interested in filing any objection or suggestion on the proposed draft amendment may do

|o ini writing J thc Secretary, Minishy of Environment and Forests, Paryavaran Bh4wan, CGOU C*oniplex. Lodi Road, New Dcilii-n 10 003, withfor the said period of sixty days.

l '| ~~~~~~~~~DRAFI'A.NlENDNIEN;TS1. In thc skiti ilnotificationl, in the lreanble, fur the words "fifty kilometers" the words "one

| hundrled kilornetres" shall be substituted.

2. in lihe said notification, in paragraph 1,-

a(;) in sub-paragraph (I), for the words "fifty kilometers" the words "one hundred kilometres" shall

I | be substituited:

(b) alftcr sub-paragraph (1), the following sub- paragraphis shall be inserted. namely:-

"( I A) Every construction agency engaged in the construction of buildings within a radius of one

*lhundred kilomictrs from a coal or lignite based thermal power plant shall use fly ash bricks or

blocks or tiles or clay fly ash bricks or cement fly ash bricks or blocks or a combination or aggregate

of' them in :uch constnuction as per the following minimum pereentagc (by volume) of the total

| bricks. blocks and tiles, as the case may be, used in each construction project narrnely:-

(i) 5 pler centi by 3 't March. 2003;

c ~ (ii) 50 per cenit by 3 1s Dccember. 2003;

ihttp: .'enx fiir.nliein, lcgisihsnvfanlote.hhn 7/17/03

ll -1-/ s



TO BE PUBLISHED IN THE GAZETTE OF INDIA, EXTRAORDINIARY, PART II... Page 2 of 4

| (iii) 75 per cent by 3 15 December, 2004; and

(iv) 100 per cent by 3 15t December, 2005.

* ((I B) Thc provisions of sub-paragraph (I A) shall be applicable to-all construction agencies such as

Housing Boards and those in the privatc sector builders of apartmnents, hotels, resorts and cottages

and the like. It shall be the responsibility of the construction agencies either- undertaking the

construction or approving the design or both to ensure compliance of the prvisions of sub-paragraph(I A) and to submit such returns and compliance reports to the State Government.";

(c) in sub-paragraph (2), for the words, brackets and figure 'as per para (I) above" the. words,I brackcts and figure "as per sub-paragraph (I)" shall be substituted;

(d) alter sub-paragraph (2), the following sub- paragraph shall be inserted, naraely>-

'(2A) The concerned State Government shall be the cnforcing and monitoring authority for ensuring

compliancc of the provisions of sub- paragraph (I A).";

(e) in sub-paragraph (3), for the words, brackets and figure "under pam (I ) the words, brackets and

figure "under sub-paragraph (I r shall be substituted;

(f) aftcr sub-paragraph (3), the following sub-paragraphs shall be inserted, namely:-

"(3A) A decision on the application for manufacture of fly ash bricks/block/tiles and similar other fty

ash based products shall be taken -within thirty days from the date of receipt of the application by the

competent authority. A decision on consent to establish the brick kiln shalL be taken by the PollutionI Control Board or the Pollution Control Committee, as the case may be, within a period of thirty days

from the date of receipt of application.

(313) In case of non-compliance of the provisions of sub-paragraph (1) of paragraph 1, the competent(3 authority, in addition to cancellation of consent order issucd to establish the brick kdln, shalt move

the district administration for cancellation of the mining lease.

(3 C) All authorities sanctioning or renewing any land, soil or clay mining lease shall not grant such

Icase or cxtension of lease or renewal. to clay brick, block or tile manufacturing unit within a radius

of one hundred kilometres of the coal or lignite based thermal power-plant in casCs where the

manufacturer does not mix a minimum of 25 per cent by weight of fly ash or pond ash in the

manufacture of bricks or blocks or tiles. The cancellation of mining lease shall be decided by the

* district administration after due hearing. To enable the competent authority to verify the actual use of

ash, the thermal power plant shall maintain month-wise records of ash made available to each brick-8 kiln.

(3 D) It shall be sufficient compliance of this notification if withintwelve months from the lt day of

April, 2003, manufacturers of clay bricks, blocks and tiles located within a radius of 50 to 100

kilometres of a coal or lignite based thermnal power plant comply with the provisions of sub-

paragraphs (1) and (2)".

(g) afler sub-paragraph (4), the following sub-paragraphs shall be inserted namely:-

I { '"(5) No agency, person or organization shall, within a radius of 100 kilometres of a thermal ower

plant undertake construction or approve design for construction of roads or flyover embankments in |

_ 'conitravention ot the guidelines/ specifications issued by the Indian Road Congress (IRC) as?'

contained in IRC specification No. SP: 58 of 2001. Any deviation from this direction can only be

| hltp://envfor.nic.inllegis/hsmnfanote.htm 7/17/03

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I TO BE PUBLISHIED IN THIE GAZETTUE OF INDIA, EX-TRAORDINARY. PART 11... Page 3 of 4

agreced to on technical reasons if the samc is approved by Chief Engineer (Design ) or Engineer-in-

Chiief of thc concemcd agency or organization or on production of a certificate of "Pond ash not

available" from the thermal power plant(s) (TPPs) located within 100 kilotnotres of the site of

I construction. This certificatc shall be provided by the TPP within two working days from the date-of

* ~~~~~~~~makingc a request for ash.

.A6) Soil required for top or side covers of embankments of roads or flyovers shall be excavatcd from

lthc cilibankmcnt sitc and if it is not possible to do so, only the minimum quantity of soil required for

the purpose shall be excavated from soil borrow area, and this soil borrow arca shall be filled up with

pond ash with proper compaction as required for structural fill. This would be done as an integral

part of cembankment project within the time schedule of tdie project.

(7) No agency, person or organization shall within a radius of 100 kilometres of a coal or lignite

based tlhermal power plant allow reclamation of low-lying areas with any material other than pond

ash. They shall also ensure that such reclamation is done in accordance with the bye-laws,

regulations and specifications laid down by the authorities mentioned in sub- paragaph (3) of

paragraph 3."

3. In the said notification, in paragraph 2, in sub- paragraph (1), aftcr the words "products such as

l | cement, concrete blocks, bricks, panels" the words "or a combination thereor' shall be inserted.

4. In the said notification, after paragraph 2, the following paragraph shall be inserted, namely:-

I | "\2A. Utilization of fly asih for reclamation of sea.-

(I) Subject to the rules madc under the Environment (Protectio .) Act. '986, reclamation of sea sball

bc a pennissible method of utilization of fly ash."

5. In the said notification, aftcr sub paragraph (2), paragraph ., the .ollowing paragraphs shall be

inserted, namely

| | "(3) All augencies including the Central Public Works Department and State Government agencies

concerned vwith utilization of fly ash for construction purposes shall, within three months from the

............... 2. 002 (date of commencement of the amending notification will be filled in here at the

appropriate time),-

(a) make provisions for the use of fly ash and fly ash based bricks, blocks or tiles or aggregates of

them in the schedule of approved materials and rates.

| * (4) All agencics undertaking construction of roads or fly over bridges including Ministry of Road

T1ransport and Ilighways (MORTII), National Highways Authority of India (NHAI), Central Public

W\orks Department (CPWD), State Public Works Departments and other State Government

Agcncies. shall. within three months fromn the ................ 2002 (date of commencement of tho

amending notification will be tilled in here at the appropriate time),-

(a) maake provisions in their tender documents, schedules of approved materials and rates as well as

* I| technical documents, including those relating to soil borrow area or pit as per sub-paragraph (7) of

paragraph I; and

(b) make necessary specifications/guidelines for road or fly over embankments that are not coveredI s by the speciFications laid dowvn by the Indian Road Congress (IRC)."

6. Th:e existing sub paragraph (3) of paragraph 3 shall be renumbered as (5)

llhttp i:/enftor.nic.in.legis/hsni/fanote.htm

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NH-28 and Gorakhpur bypass ON

I .TO BE PUBLISHED IN THE GAZErrE OF INDIA, EXrRAORDINARY, PART II... Page 4 of 4

[F.No. 16-2/95-HSMD](Dr. V. Rajagopalan)

Joint Secretary to the GovL of India

Footnote. - The principal notification was published in the Gazette of India, Part II, Section 3, sub-

section (ii) vide S.0.763 (E) dated 14.9.1999.

i

I -II

iI

11

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

http://envfor.nlic.in/legis/hsns/fanote.htm 7/17/03

I

llII

Appendix G3: Design Documents

I Design Gl - Design of School> Design G2 - Design of Silt FencingU Design G3 - Design of Sediment and

Grease Trap> Design G4 - Design of Oil Interceptor

I > Design G5 - Design of Noise barrier(Brick Wall)

> Design G6 - Design of Retaining Wall

I

IlII

7 7- -mmm - -

~~~~~_ __ ._ _ - _ _ I_ - a _ _ _

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

TM---= 5 n ..... -----

RTI Efif w L^ ll>

AT~~*6$I Z E

DESIGN Gl DESIGN OF SCHOOL (BHARMMAPURVA DESIGN)

____________- -slots 100mm c/c

Supporting M -Angle Frame A

C C > O ~~~~~~~~~~~~~~~~~~~~~~~~In0~~~~~~Geotextile mira 0

140 n or simila M.S. Angle

approved m 0 (25mmx25mmx3mm)

~~~ __ r G.L

ELEVATION SECTION A-A

GEOTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIREA ~~~~Geotextile miraf1-1-275 140 n or similar IM.S. Angle

approved make 2m x25 x3mngle (25mm x 25mm x 3mm) supported on me I(2m x25mx3 )

625 irtV, ire625Thlooutgn s lslt

PLAN AS DETAIL AT A

DESIGN G2T SILT FENCING

B

…4--~~~~~~~~~~~~~~~----, I--

- - - - - - - - - - - - - - - - - - - -

HF 1.4 ~ ~~SIOM.Md WA PLAIKORM

I jj~~~~~~~~ ~PIPE AS MOR 0I 7511 ~ ~~~~~~~ ~~RAILMOG STANDING Ob

D X-ii~ -~ I AND SAuD I ____ ________NDSAD__01] T~~~~~~~~~~~~~~~~~~j~~~AS FLTER 11

6850~~~~~~~~~~~~~~~~~~~~~~~~~~~

_ ]I __ _ _ __ Ir I a IS HME ADCARR

I ~ ~ ~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~I 1 I L. -B ROOF PLAN

nmmou MANHOLENMANHO

INLEr 1200 ~~~~~~~~~~~~~~~~~~~~~~~~a m INLET

s~ ~~~~ H

150 OUTLET~~~~~~~~~~~~~~~~~~~~~~~~0.I.W

2 00 j { 75PE.S.GPI PE MO

FiOTEa~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ETO

5 LATEFDRA INLEMTO , DIAEFRF~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~O

fa. SECTION A~~~~~~~~~~~~~~~~~~-AL SETIN -BELVAIO

I) FOLLOW WRITTEN DIMENSIONS ONLY.2-) ALL DIMENSIONS IN MM UNLESS OTHERMSE STATED. DESI(,N (3: SEDIENT CUM OIL & GIREASE TR3) ANY CBANCES TO BE MAMDE TO BE APPROVED BY THE

SUPERVISION CONSULTANT.

a a a -a a - a a a - a a a - a a a

P.C.C. FINISHED WIrH 5MM THICK M.S. LD

FLOATING COAT OF NEAT 73510

CDAENT SLURRY. - 1 100 1 350 _ | 675 , | 350 1 1005067

P.C.C. (M20) |

77 ~~~~~~~~~~~~INLEr PIPE 0100

BAFFLE WALL

I v vv ~Iv-v v -vvaI 250 MM THICK BRIICK§L vvvvvvvvv ~ ~~~~~~~~~~~WALL IN FIRST CLASS

I 1575.

AS PER REQUIREMENT r 1 .

SLE 1: 40 M

RAME DRICN B ITh A SLOP f 1:4

'a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '

0.~~~~~~~~~~~~~~~~~AM F* %)

KEY PLANL____________________J1375

PLAN OF OIL INTERCEPTOR

Fig. No. G4 - OIL INTERCEPTOR

0:~~~~~~~~~~ B T, B

I * ljrlll lllf(xLn*VE,ELI,L_* .

l,|'kErEl lL'X%

EX..-"W I l ,kl IIWAL

Tr

ELEVATION SECTION _ 'SE

ELEVATIONSEIO

FIRST COIJRSE OF FIRST COTURSE OF AIJTOCLAVE

EXISTION WALL CELLUJLAR BLOCK

iI~]Ij~]I~ IE1 i FIRST COIJRSE OF BRICK SECOND COUIRSE OF BRICK

IN RAT-TRAP BOND IN RAT-TRAP BOND

SECOND COIJRSE OF SECOND COIJRSE OF AIJTOCLAVE

EXISTION WALL CELLIJLAR BLOCK TYPE-2: NEW BRICK WALL WITH CAVITY

TYPE-i: EXTENDING EXISTING WALL AS ANOISE BARRIER

DESIGN G5: NOISE BARRIERS (BRICK WALL)

- - - - -- - - - - - -

RETANING WALL (1:4)

0.23e /

0.30 200.30 4 ~GORUNDLEVEL

WATER LEVEL . -.-. -FILLING

- --POOM- - - -- .30

- - - - - - - - - ' ' ' .... '.'. ..'. 1.75

-ODBTO-..._________ I... -I

0.60I________ ____-

_ _ _ _ \ { 1.75~~~~~~~.05'

0. 30 PC 1453:6

0.525 0.15

DESIGN G6: RETANING WALL


Appendix -G4

Bill of Suantit

1 Blill of oNnuafUs fr cach schlei

S. No. Description Unit Quantity

l School Building at chainage 190.775

I Excavation m3 70.0 m3

3 2 Filling m3 70.0 m3

3 B.F. Soling m2 52.0 m 2

3 4 Plain Cement Concrete m2 18.0 m2

5 Brick Masonry (1:6)

a) Foundation & Plinth m3 12.0 m3

b) Superstructures (Expose of B/W) m3 42.0 m3

c) Superstructures (Ordinary) m3 10.0 m3

s 6 Half Brick in Cement to Partition Wall m2 15.0 m 2

7 Dump Proof Course m2 16.0 m 2

3 8 R.C.C. Work m3 15.0 m3

9 Shuttering for R.C.C Work m2 80.0 m2

5 to Reinforcements T 3.0 MT

11 Roof Water Proofing Treatment m2 55.0 m2

12 Doors (mm)

a) 1200X2100 DI Nos. 2.0 Nos.

3 b) 1000X2 100 D2 Nos. 1.0 No.

13 Windows (mm)

a) 1200X 1500 Nos. 10.0 Nos.

1 14 Floor Finish m2 55.0 m 2

1 15 Skirting/Dado m2 10.0 m 2

16 6 mm thick Cement Plaster to Ceiling m2 55.0 m2

17 15 mm thick Cement Plaster to Wall m2 300.0 m 2

3 18 Cement Paint to External Surfaces of Wall m2 200.0 Im

19 White wash to Internal Plastered Surfaces m2 300.0 m2

I' Location of schools are given in specific EMPBOQ is worked out for the select 'Bhammapura Design' as per UP Primary School Construction

Guidance.

3In loand



2. Billf QantlUmes fr each IlI lnmrceptmrs

SL. No. Description Unit QuantityI Excavation m3 30.83

2 Filling m3 30.33

3 P.C.C. (M-20) m3 2.06

4 R.C.C. (M-30) Cum. 10.44

* 5. Reinforcement T 1.044

6. Manhole Covera) 1300 x 700 mm. I

b) 1600 x 775 mm. I

7. 50 mm dia pipe railing m 2.50

8. Uniformly graded gravel m3 1.73

9 Uniformly graded sand used as oil filler m3 1.24

separated by filter membrane

3. lIIl Quantlsesfor eaclic ShImentalhn Chamber cum Oill Greas Trap'

SL. No. Description Unit QuantityI Excavation m3 20.48

I 2 Filling m3 20.48

3 P.C.C. m 3 1.02

4 R.C.C. m3 9.55

5 Reinforcements T 0.96

6 Manhole Cover No. I

7 M.S. ring 0.45 m wide No. 8

8 Cast iron paper (900 m dia.) No. I

9 16 mm dia bar grating m 3.75

10 12 mm thick plaster m2 52.60

11Billsf QuantWls for htilnhhl wall Per Muter Running Moter fur 1 75 m ligh'

S.No Description Unit Quality1. Exavation Cum 0.98

2. Back Filling Cum 0.433

3. Brick Work Cum 0.5444. PCC base (1:3:6) Cum 0.0795. Plaster (12 mm thick 1:4) Sq.m 3.2

I3 2 List of sediments cum Oil/Grease Trap is Provided in Specific EMP (Appendix Px- 5)

3 List of Retaining Walls are given in Specific EMP (Appendix-Px 2)

AI -nlulneunh2 2-


| NH-28 and Gorakhpur bypass

5. Bill Quonflties for each NHise Barner per Running Muter (5.5 m Ilghl'

S.No Description Unit Quantityg I Excavation Cu.M. 0.051 2 Back Filling Cu.M. 0.2573 Brick Work Cu.M. 1.5804

4 PCC Base (1:3:6) Cu.M. 0.1035

| 5 PCC Layer Cu.M. 0.02596 Coping (1:2:4) Cu.M. 0.08897 Damp Proof Course (DPC) Sq.M. 0.345

6. millet QuantiUes for laundarv Wall per Running Meter 11.5 m High)'

S.No Description Unit QuantityI Excavation Cu.M. 0.4575

2 Back Filling Cu.M. 0.2593 Brick Work Cu.M. 0.47796 Damp Proof Course (DPC) Sq.M. 0.233 | 7 Plaster (12mm thick,1:4) Sq. M. 3

3|1. Rill of QsaiMes for Median Planialn

S.No Description Unit Quantity1. Plantation of saplings of

specified species includingthe cost of sapling,preparation of surface, pitdigging, planting, closure ofpits and maintenance Nos Shrubs /km ininclusive of watering, one rowweeding, casualtyreplacement up to 3 yearsand all items as considerednecessary as per the

l____ plantation scheme.

34 Locations of Noise Barriers Shown in Specific EMP (Appendix -Px 2)5 Location of Boundary Walls are Shown in Specific EMP (Appendix- Px 2)

I |I t a uth

-~ - m - ---------------Genenc Environmental Management Plan for Lucknow - Ayodhya section of


Appendix - G 5 A

Reporting Format

A. Consolidated - Compliance Status on Environmental Management Plans for Contracts

No. Packages Gorakhpur Bypass Status and

Package - I Package - II Package - III Package I Package II other Remarks

1 Site clearance - Tree Felling

% of trees cut

2 Tree Plantation:

3 Borrow area management

I .No. of borrow areas approved

2.No. Rehabilitated

4 Top-soil management1. Estimates of excavated soil

2. Estimates of top soil re-used Package - I

In joint-venture with

V ~~~~~~~~~~~~~~~ ~~~~~~In Joint venlture with;




Issues Package - I Package - It Package - II Package I Package l other Remarks

5 Site Management

Construction/Labour camps

Facilities at camn sites:

AccommodationFencingMedical care

Drinking water

Creche facility

W.C. for men/womenHIV postersSoakpitsSeptic tanks

6 Site Management

Debris/Soil disposal plans

- 2-

in joint venture with

m~~~ m m -mi - m m m - m. m Generc Environmental Management Plan for Lucknow - Ayodhya section of



Issues Package - I Package -11 Package - III Package I Package ll other Remarks

7 Pollution control

NoiseNoise control devices on equipments

Ear plugs provided / used

DustDust control devices

Sprinkling of water

Cover on the vehiclesCover on stocked material

Oil SDIIaeGrease trapsSolid platformsWaste waterDrainageSoakpitsMaintenance of equipment

8 Pollution monitoring duringconstructionAirWater

NoiseSoil

^?P#44 4W In joint venture with

_ ,_ _ _ _ _ _ _ _ _ _a" NW_ _Ml _, - -IGeneric Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass


Issues Package - I Package - 11 Package - III Package I Package II other Remarks

9 Workshop on Environmentalmananement practices

10 Enhancement of Common PropertiesSite specific plans preparedWork startedWork completedNoise barriers for sensitive receptors.

11 Road safety

Traffic diversionSignals and signage

-4-

In joint venture with 1

Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass '

Appendix - G5B

B. Environmental Monitorin2 Status

| . Achievement of the Objectives Till Date

1. Mobilisation Status - (Contractor)

Sr. Package Stretch Name of the Civil Date of Name ofNo. Chainage Contractor Mobilisation Enviromnental

Engineer

Issues:

Action Taken:

2. Mobilisation Status - (Supervision Consultant)

X Sr. Package Stretch Name of the Civil Date of Name ofNo. Chainage Consultant Mobilisation Environmental

__________ Engineer

3 Issues:

31 Action Taken:

ll

I~~ hZf dl l


3. PIU Staff

l Sr. Package Stretch Name of the Project Name of EnvironmentalNo. Chainage Director/PIU HQs Manager/HQs

Issues

I Action Taken/to be Taken

3. Institutional Capacity:

| Details of workshops organised at the PIU levels are given below:

Sr. Package No. of No. of No. of workshop organ.sed at3 No. officers Workshops held H.O. level____ ___ __ ___ ___ tra in e d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Package - IIssues Action Responsibility

lll3 ^r -2 - .<

Genenc Environmental Management Plan for Lucknow - Ayodhya section of


Package - II

- Issues Action Responsibility

I Package - III

3 i Issues Action Responsibility

3 Gorakhpur Bypass

Issues I Action Responsibility

ENVIRONMENT MANAGEMENT AT THE CONSTRUCTION WORK SITES

* | Earthwork

Package Estimates of Estimates of Preservation Debris and soilexcavated topsoil to be measures? disposal plan, if soil is

soil re-used Arrangement of not be re-usedstockpiling the top

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~so il _ _ _ _ _ _ _ _ _

Issues/Action

Machinerya) Condition of the machineriesb) Pollution control equipment for machinery

l _- _ -- 3-

Generic Environmental Management Plan for Lucknow - Ayodhya section ofI NH-28 and Gorakhpur bypass _

Issues/Action

Monitoring of Air Quality/Water Quality/ Soil/Noise during Construction

Sr. Package Agencies Location of Pollution Within If exceeding

No. deployed for Monitoring levels CPCB limits -

monitoring Chainage Permissibl action taken

e limits

l_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y es/N o

| | Issues/Action

3 ENVIRONMENT MANAGEMENT AT THE CONTRACT AND LABOUR CAMPS

Establishment of Contract Camps and Labour Camps

The locations of the construction / labour camps are as follows:

Sr. Package Location Chainage Date of Present Area of

No. Establishment Land use Camp

I __ =__=_='

Management Measures:

Issues Yes/No Action required Responsibility

J ~~~Area sufficient for labour campsAccommodation for staff and labours

* ~~~sufficientSafety measures like fencing/boundary wall etc.

I -4-

Generc Environmental Management Plan for Lucknow - Ayodhya section of

NH-28 and Gorakhpur bypass | ;

Issues/Action Taken

General Facilities at Campsite

Labour / Manpower Resources

Facilities provided/other features Package-I Package-II Package-III Gorakhpur

Labour nos.1 .Transient

2.Permanent3.Women ___Medical careDrinking water/Tank capacity1 .No. of tube wells

l 2.No. of hand pumps

3.Tank capacity

1 4. Overhead Storage Tank

Separate drinking water facilitySecurityCreche facility

3 l 1.No. of Quarters

2.size of dwelling unitLocation from construction worksiteAvailability of doctorLocation from settlementCooking facilities

l l 1.No. of WCs

2.WCs for women

I | 3.No. of bathroom for womenHIV Posters provided

I | lManagement Measures:

| Issues Yes/No Action required Responsibility

Separate drinking water facility _ _

- Adequacy of WCs3 - Separate WCs for womenI Adequacy of medical facilities

| EII

U ~ ~ _dE -5

Genenc Environmental Management Plan for Lucknow - Ayodhya section of


Issues/Action Taken

Machinery / Materials and Other Physical Aspects

Indicators Package-I Package-II Package-III Gorakh urSolid waste mgmt/garbage disposal etcSanitation

_* No. of septic tanks/soak pitsDrainage to collect any waste waterTreatment of water from fuel use areas

f Oil and grease traps:

3 1l.Solid platform provided

2.Fuel storage

3 33.Fueling equipmentStockyard planning

l I.Solid platforms

2.Material covered

3 .Segregation of materials

l 4.Layout of yard

5. Routing of heavy vehicles

6.Ground levelling

7.Lorry covers for fine material l

Dust suppression1 .Haul roads

U 2.Stockyard

Safety equipment in useCamps fenced


I |_________________________________Issues Actions ResponsibilityDrainage to collect any waste water

\ | ~~Dust suppression* l~~~.Haul roads

2.Stockyard| ~~~Stockyard planning* l~~~.Solid platforms

| ~~~2.Material covered| ~~~3.Segregation of materials

Ii _ -6- -s


I NH-28 and Goralkhpur bypass o

4.Layout of yard5.Routing of heavy vehiclesOil and grease traps:1 .Solid platform provided2.Fuel storage3.Fueling equipmentSanitation/ adequacy of septic tanks/soak pitsSafety equipments like helmets, ear plugs etc.

Borrow Areas: The details of the borrow areas are as follows.

Sr. Package No. of No. of Current Distance Distance ProposNo. Borrow Borrow land use from from ed

Areas Areas settlement/ constructi rehabilidentified Approved Water on work itation

X____ in the EA by RE source site plan


Issues Actions ResponsibilityConsultations with land owners w.r.t.rehabilitation plansPreparation of rehabilitation plans

l Haul roads maintenance

Issues

Location of Batch Mix and Hot Mix Plants:

l l Sr. Pkg. Type of Plant Location Chainage Distance from Distance fromNo. nearest const. Work site

settlement

l ___ ___ _________ _ _______7__

I -7-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~




I Issues Actions Res onsibiliPollution levels as per CPCB permissible limits1.Air2.Noise3.Soil3| Dust suppressionRegular maintenance to comply with CPCBg standards on above parameters

Construction of Noise Barrier Walls: The noise barrier walls are to be constructed near theI sensitive locations like schools, hospitals etc.

Sr. Package No. of Type of Chainage Proposed noise WorkNo. sensitive sensitive barrier startedI locations receptors wall(concrete Yes/No

identified wail, vegetation____ ~~~~~~~~~~~~~~~~~~~~etc.)

I

E ___Environmental Enhancement of CulturallReligious/Archaeological Properties:

Sr. Pkg. How many sites identified Category of site / Site specific plans No. of sitesNo. religious /water prepared - (link with where work

l__l____ source/cult. Prop./ micro plans) started3 1 | | Enhancement Shifting any other

J I_ _ _ I l l_

I '

llI - 8- Z

Generc Environmental Management Plan for Lucknow - Ayodhys section of

NH-28 and Gorakhpur bypass .


I Issues Actions Responsibility

Consultations with people / local bodies on5 ~ -Dplanning and maintenanceTime schedule for re-location and

£ enhancement

The common property resources, which require enhancements and relocations, have been

identified by the NGOs. Such properties have been identified which are close to the

I highway, and can improve the aesthetic quality of the corridor. Accordingly, Site-specific

plans for all the Common property resources are now in place. The common property and

religious structures have not only been relocated but some enhancement measures have also

been adopted like providing drinking water facilities, paved access, cemented platforms etc.

The proposals have been worked out in consultation with the local people.

I Road Safety during Construction

Sr. Package Traffic diversion and Use of Signage

No. Management Plan

I = -_______

I _ _ _ _ _ _ _ _ _ _ _ _ _ _1

Tree Felling Status: The concerned PD will give status of tree cutting in the priority

stretches of the package.

Sr. Package Priority Actual no. of Tree cutting status % of trees

No. stretches(chainage Trees to be cut cut

I I _ ____ ___9 _____ ____9

Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass | .

Management measures:

I I Issues Action ResponsibilityRoad safety during cutting

- Transport of logs without delayEnsuring the sites clear of logs and trees instipulated time

Tree Plantation:

Sr. Package No. of Trees No. of Trees/Shrubs No. of plants requiredNo. proposed for proposed to be planted for junctions/ site

compensatory in median specific locationslt plantation

Issues Action Responsibility| ~~~Inventory of nurseries that will| ~~~supply saplings (2 to 3 year old)

Coordination with the Forestii ~~Department to develop an| ~~~activity plan

Landscaping plans onenhancement sites

II

I

1 ~ ,-. -10.-ott'.t


Appendix-G6

-,Guidelines for Selection of Borrow Area

Borrow area will be finalized from the list of locations recommended by DPR consultant inDPR/ EIA report.

The contractor will finalize the borrow area locations and will get approval from theEnvironmental Expert of supervision Consultant. The borrowing operation will not be carriedout in cultivable lands, unless and until it agreed upon by the Environmental Expert ofSupervision Consultants that there is no suitable uncultivable land in the vicinity for borrowing,or there are private land owners willing to allow borrowing on their fields. Borrow area will be

| finalized based on the following criteria:

* sufficient quantity of suitable soil is available from the borrow pit* the borrow areas are as close to the proposed alignment road as far as possible

the loss of productive and fertile agricultural soil is minimum* there is minimum loss of vegetation.

I The Contractor will not start borrowing earth from select borrow area until the formalagreement is signed between landowner and contractor.

3 The contractor will ensure that the excavation from identified borrow area will be directed byfollowing principles:

3 Borrow areas located in non cultivable lands

1. Borrowing of earth will be carried out up to a depth of 1.0 m from the existing ground level.2. Borrowing of earth will not be done continuously throughout the stretch.

* 3. Ridges of not less than 8 m width will be left at intervals not exceeding 300 m.4. Small drains will be cut through the ridges, if necessary, to facilitate drainage.5. The slope of the edges will be maintained not steeper than 1:4 (vertical: horizontal).

Borrow areas located in cultivated lands

1. The contractor will obtain the prior permission of the Environmental Expert of SupervisionConsultants.

2. The preservation of topsoil will be carried out in a stockpile.3. A 15 cm top soil will be stripped off from the borrow pit and this will be stored in stockpiles

-3 in a designated area for height not exceeding 2 m and side slopes not steeper than 1:2(Vertical: horizontal).31 3. The depth of borrow pits will not be more than 30 cm after stripping the 15 cm topsoil aside.

Borrow areas located in elevated lands

3 At location where private owners desire their fields to be leveled, the borrowing shall be done toa depth of not more than lm or up to the level of surrounding fields.

3 Borrow areas near river sides

Borrow area near to any surface water body will be at least at a distance of 15 m from the toe of3 the bank or high flood level, whichever is maximum.

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Generc Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass |;

Borrow areas near settlements

1. Borrow pit location will be located at least 0.75-km form villages and settlements. If- unavoidable, the pit will not be dug for more than 30 cm and drains will be cut to facilitateI drainage.

2. Borrow pits located in such locations will be re-developed immediately after borrowing iscompleted. If spoils are dumped, that will be covered with a layer of stockpiled topsoil inI accordance with compliance requirements with respect to MOEF/UPPCB guidelines.

The contractor will facilitate inspection, supervision and monitoring of all borrow areas by theEnvironmental Expert of Supervision Consultants and PIU, NHAI and fulfill all environmentalcompliance. Any non-compliance will be the Contractor's liability.

| Before start up of activity in borrow area, the contractor will consult the owner of the land, prepare areport as per the reporting format given in appendix 4. The contractor will make an agreement inwriting with owner and collect necessary clearances and permissions from Environmental Expert of3 Supervision Consultants before starting work.

A redevelopment plan will also be prepared by the contractor before starting the work and will beapproved by the Environmental Expert of Supervision Consultants. The redevelopment plan willinclude the following:

* Description of the borrow area including dimensions and area to be filled* Assessment of baseline conditions that include soil type, distribution, land use, vegetation

cover and slop aspects5 * Time schedule for implementation Detail of monitoring plan.

Redevelopment of borrow areas will be taken up in accordance with the plans approved by theEnvironmental Expert of Supervision Consultant. Preferable redevelopment of used up portions willstart simultaneously.

The contractor will keep record of photographs of various stages i.e., before using materialsfrom the location (Pre-project), for the period of borrowing activities (Construction phase)and after rehabilitation (post development phase), to ascertain the pre and post borrowingstatus of the area.

The Environmental Expert of Supervision Consultants will regularly inspect these areas (to checkborrowing and redevelopment activities) at a frequency specified in monitoring plan.

Borrow areas might be used for aquaculture incase landowner wants such development. In that case,such borrow area will be photographed after their post use restoration and Environment Expert ofSupervision Consultants will certify the post use redevelopment.

llI


.

| Appendix-G7

List of Borrow Areas for Lucknow-Ayodhya Section including Faizabad Bypass

Si Chainage/ Borrow Yield Lead Access Village/Town Land Owner- Remarks

No. Side of Yield Area No. (m3)x from Road Use shipI _______ ___j105 NH-28

Package-lReth Nadi BA-I 10 5.5 E Daudpur A/B Pvt.

U on

BarabankiBypass (R)__ _ _ _ __ _ _

3 5+860 (L) BA-2 6 1.0 E Kuddarpur B/A Pvt

37+890 (R) BA-3 10 1.0 BT Raipur A/B Pvt

144+020 (R) BA-4 10 1.0 Zaipur B/A Pvt. Near village Zaidpur

Package-1l48+300 (R) BA-5 >20 1.0 BT Bariarpur A Pvt. High land

55+000 (R) BA-6 >20 1.5 BT Maduva A Pvt. High land59+680 (R) BA-7 >20 5.0 BT Puradulanu B/A Pvt. Land not much of agricultural

use

69+650 (R) BA-8 >20 2.0 BT Kussar B Pvt. Land not much of agriculturaluse

I _ 75+050 (R) BA-9 >40 1.0 BT Kazi Ka Purva A Pvt. High land

85+515 (R) BA-10 >10 1.0 E Gul Chappa A Pvt. On opposite side at FirozpurI__________ _______ _____ ______ ______ _____________ _______ v illag e (I k m .)

Package-Ill

199+850 (R) BA-Il >10 1.5 BT Godva A Pvt. High land109+100 (R) BA-12 >10 0 BT Shakkupur A Pvt. At 2 km - Bisrampur village soil

is available

115+265 (R) BA-13 20 1.0 E Mohammedpur A Pvt. At 3 km sand quarry on the

| I| * l l l l l l l | | opposite side (Firozpur village);

sand same as RS- 1; soil is

I__________ I___ _ _ _ l | |available

121+700 (R) BA-14 20 2.0 BT Mirzapur A Pvt. Nearly 2 km away river sand isavailable

121+700(L) BA-15 10 1.0 BT Banvirpur B/A Pvt. _HighlandFaizabad Bypass

| 7+450 (R) BA-16 5 1.0 BT Firozpur A Pvt. High land

11+150 (R) BA-17 5 3 BT Halatara B/A Govt/ 3-4 Tillas are present,Pvt. permission from Gram Saba

I I | l l l l l l l | | required and approach road of

0.75 km not good

11+900 (R) BA- 5 3 BT Kalu Purva A Pvt. Lifting of soil closed by DM in| 181 | _ _ _______ Faizabad District

Access road BT-Bitumen F-Earthen

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I Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass

Appendix-G8

Quarries Identified for Coarse and Fine Aggregates

Lucknow-Ayodhya Section including Faizabad Bypass Type of

Type of Gorakhpur Bypass MaterialsType of Package-I Package-IT Materials Package-Ill Available

Materials Available

Name Distance Name Distance Name Distance Name DistanceNae (km) Name g!) Nae (kin) Nae (kin)

Kabri 250 Kabri 250 Aggregate Dala 300 Dala 329.5 Lire-stoneCoarse S~~~~~~~~~~2r2aeAgrgton

CAgregte Jhansi 250 Jhansi 250 Granite Billy 300 Billy 325.5 SteAggregate Aggregates Bly 30 ily 255 Aggregrate

| Naut- 300 Naut- 110.0 Stoneanwa anwa Aggregrate

Chopan >300 Chopan 320.0 Sand

Hamir- 172 Hamir-pL 172 Sand Kota >300 Kota 343.0 SandFine pur

Aggregat Hetim- >300 Hetim- 51.0 Sand

pur purStone dusts Naut- 110.0 Sand

anwaKabri 250 Kabri 250 Dala 300 Dala 329.5

Billy 300 Billy 325.5 Stone dusts

4

U

IIU

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Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Secton of NH-28 and Gorakhpur Bypass

Generc Environment Management Plan o.

Appendix G9

| Tree Plantation Strategy along Lucknow-Ayodhya Stretch of NH-28 andGorakhpur Bypass

* 1. Introduction

One of the most effective, economical and useful remedies for control of environmental pollution is

tree plantation. Plants purify air by assimilating carbon dioxide and releasing oxygen thus keeps

check on the vehicular pollution on road and its surroundings. It also helps in soil and water3 conservation, and offers shades. Big foliage trees also help in reducing noise and dust pollution.

The main objectives of planting along the project road are as follows:

1 1. To reduce the impacts of air and dust pollution2. To provide shade on glaring hot road surface during summer3. To reduce the impact of vehicular noise caused due to movement of vehicles3 4. To arrest soil erosion at the embankment slopes5. Beautification of the project corridor by planting selective ornamental trees, landscaping

and turfing with grasses and shrubs6. Prevention of glare from the headlight of incoming vehicles

The plantation scheme prepared for Lucknow-Ayodhya section of NH-28 including the existing and

all proposed bypasses, (i.e., Barabanki, Ramsanaighat) and Gorakhpur Bypass in accordance with

the plantation strategy of GTRIP and TNHP to maintain the harmony in roadside plantation along

the highways in the sttes.

2. Plantation Scheme

3 The proposed plantation schemes has been broadly classified into 3 categories which are as follows:

A. Tree plantation along the side of main carriage wayB. Plantation (low height trees and sbrubs) on the mediansC. Grass turfing on the median and at the embankment slope

A. Avenue Plantation

The plant species are selected based on the climatic condition, soil characteristics and conditions of

the strip like alkaline soil / water logged areas (particularly near water bodies in Gorakhpur bypass)

etc. The last row along the main carriage way will be of shade plants. Similarly, first and

subsequent rows will comprise of ornamental and flowering species. The stretches, where space is3 available beyond third row will be planted the trees, which are tall and conical shaped.

Mainly native deciduous species, which retain their foliage longest, with high crown forms,

resistant to fungus and insects with rapid growth rate are selected for avenues. In the road stretches

because of land constraints where only one row of plantation is possible, ornamental trees will be

planted instead of shade tree species.

- Species Selected for the Avenue Plantatlon

3 i) Ornamental Trees

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Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Secton of NH-28 and Gorakhpur Bypass; ~~~Genenc Environment Management Plan

The low height omamental tree species recommended for the first and subsequent rowsexcept the last rows of avenue based on the land availability within the RoW are listed inthe Table 1.

Table 1. Flowering Tree Species for Second Row of Avenue Plantation and| Central Part in the Median

Local name Botanical nameSilty -Clay, Loamy and Sandy -Loamy Soil

GuLmohar Delonix regiaAmaltas CassiafistulaKachnar Bauhinia sps.Jacaranda Jacaranda mimosaefoliaSilver oak Gravillea robustaPeltophorum PeltophorumferrugineumJarul LagerstomiaflosregineaBakain Malia azadiractaKanji Pongamia pinnata

________________________________ Acaccia auriculiformisKala siris Albizzia lebbekShisam Dalbergia sissoo

Hetrophregma adenofillumAxjuna Terminalia arjuna

Water Logged ConditionAujun Terminalia arjunaJamun Syzynium cumin izLasoda Cordia dicotma

Alkaline Soils (usar)Arjun Terminalia arjunaKanji Pongamia pinnataKala Siris Albizzia lebbek

3i ii) Shade Trees

Lists of the species recommended as shade plants for avenues are given below (Table 2):

Table 2. Shade Trees Recommended for Roadside Avenues(Both the side of the corridor)

SpeciesLocal Name Botanical NameStretch with Silty -clay to Lo my Soils

Peepal Ficus religiosaPaker Ficus infectoriaMahua Madhuca indicaMango Mangifera IndicaNeem Azadirachta indicaImli Tamarindus indicaJamun Syzynium cumin iiShisam Dalbegia sissoo

Stretch with Sandy-loam to Sandy SoilsShisam Dalbergia sissoo

Stretch with Alkaline S ils (usar)Neem Azadirachta (up to 8.5 pH)Kanji Pongamia pinnata (nornal to 9.0 pH)Axjun Terminelia aguna

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Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Secton of NH-28 and Gorakhpur BypassGeneric Environmnent Management Plan

Water logged areaJamun I S_znium cumin ii

Ajun Terminalia aruna

f Long Conical Shaped Trees for Third RowPoplar i Populas nigraDevdaru Polyalthia longifolia

* B. Plantation of Shrubs at Median

Main purpose of plantation at median is beautification and prevent glare from the headlights ofincoming vehicles. The existing NH-28 section will be four lane divided carriage way and in certainstretch of the widen road will have a wide median ranging from 4.5 to 9.5 m. This wide median hasbeen designed to retain the existing roadside trees to minimize cutting of existing trees. Besidesthese existing trees in the median, shrubs are proposed to plant.

For all proposed new bypasses, four lanes divided carriageway will be constructed at present andI the 3.5 m land for the future expansion (ultimate 3-lane, six lane divided carriageway) will be lefton the both sides of the 5 m wide median. Hence, now 12 m wide medians will be available forplantation in all new bypasses. Shrubs are suggested for entire 12 m wide central part [the 5 mI wide central part (original median) and 3.5 m (future lane) wide strip on the both side of themedians].

3 Specles for Median

The names of the shrubs recommended for median are listed m the Table 3.

Table 3. Shrubs Recommended for Side and MedianS.No. ShrubsALocal Name Botanical NameI 1. Kaner Thavetia nerifolia

2. Chandini Ervatamia divericala3. Bouganvillea Bouganvdlea sps.4. Gurhal Hibiscus sinensis1i 5. Cassia glauca Cassia glauca6. Chameli Jouminum grandiflorum7. Lantana Lantana camara8. Oleander Thevetfa peruviana

C. Turfing with Grasses:

Grass lines are used to provide a strong surface cover at the slope. But turfing also suggested at theside of carriageway where sufficient space is not available (below 2.5 m) on RoW or at medianeven for shrubs. Grass turfing needs a well-prepared surface in which to be planted. If grass is to bean effective form of surface cover then it must be allowed to establish properly on a slope whichdoes not subject to undue stress from erosion and mass movement in its initial stages. To ensurethis following measures are suggested for the grass turfing:

3 * A cover of 25 grams of grass seed per square m. of surface will be made

* Bed will be prepared in June. The seed sowing must be carried out before the onset of| monsoon so that they yield desired results. Till the onset of the monsoon, watering of the

surface to be done by tankers

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Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Section of NH-28 and Gorakhpur Bypass^ ~~~~Generic Environment Management Plan

After sowing, mulch of prepared and dried out herbs will be laid over the whole seededarea in a thin layer so that the direct sunlight and transpiration loss may not affect the3 grasses

* The grass species recommended for median are Cynodon dactylon, Cythoclinepurpurea,Solanum nigrum, Xanthium strumerium etc.

* Saccharum spontaneum, and Saccharun bengalensis two common local grass species arerecommended for the embanlcment slope at major rivers and stream crossings. These arelocally available species and good soil bounder. Sowing of these species on theembankment will help in maintaining the habitat continuity across the bypass. Such watercrossings will serve as natural passages of wild animals because of presence of nativegrasses

* * Desmostachya bipinnata, Cenchrus ciliaris and Aristida hysterix are recommended forthe side embankment of eroded and dry patches. All these species are locally available inthe surrounding area of proposed bypass.

3 Contractor will ensure that the condition of the site is good enough for'the successful establishmentof grasses. They will also supervise all field operations like preparation of surface, sowing ofgrasses and quality of grass seeds used.

Besides the embankment slop, grasses are suggested mainly on the carriageway or median havingbelow 2.5 m of space to provide a strong surface cover, which needs a well-prepared surface.Therefore, it is suggested to remove all loose debris, fill up all convexities and concavities by goodsoil to le-el the median before planting. To ensure better growth and survival of grasses andshrubs, surface should have sufficient layer of good quality soil (up to 45 cms).

3 3. Technical Specification of Plantation at Avenue and Median

The technical specifications for planting of median height ornamental and shade trees along the maincarriageway and shrubs along the median and the available space below 4 m along the maincarriageway are as follows:

i) Low Height Ornamental Trees along the Carriageway

Distance from edge ofshoulder of original median I m.

*| Spacing between plant to plant: 3 m.Size of the pits:

Normal soil- 60 x 60 x 60 cmsAlkaline soil- 1.25 m deep x 0.35 m.Water logged areas- Mounds with 60 cm top and 100 cm base height vary

depending on the water level

* Species recommended: As per Table 1.No. of plants per kIn: 333 (for each row)Height of the plants: More dtan 1 m.Age of the Plants: Not less than 3 years

ii) Row of Shade Plants (Third Row)

* Spacing between plant-to-plant: 12 m.

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Independent Review and Consolidabon of EIA, EMP & RAP for LucknowAyodhya Section of NH-28 and Goraihpur fBpassGenenc Environment Management Plan

* Spacing between the row(plant-to-plant): 3 m.

5 * Size of the pits:* Normal site - 60 x 60 x 60 cms.* Alkaline soil - 1.25 m. deep x 0.35 m dia

| - * Water logged areas- Mounds with 60 cm top and 100 cm.base height vary depending onthe water level

U * Species recommended: List of species provided in Table 2.

* Number of plants per km*: 84 (Approximately I tree/12 n.)* Activity and time schedule: As per Table 4.* Height of the plant: Not less than 2 m.* Age of the Plant: Not less than 3 years

Soil along the project is normal to alkaline in certain patches (pH 6.93-.8.1) in Lucknow-Ayodhyastretch and soil is slightly alkaline with pH 7.06-8.25 in Gorakhpur bypass area. It is proposed to

use the same species on either side of a road for at least 5 m or so. This will secure regularly grownavenues of the same form and type. Such avenues will mature at about the same time, give pleasantavenue appearance and can be replaced with minimum sacrifice.

To provide ample growing space for most species an average spacing of 12 m is suggested for 84

plants per km.

Iii) Row of Shrubs (below four meter space, along with avenue plantationI and at median)

* Distance from edge of shoulder: I n.

* Spacing between plant-to-plant: 1.5 m.* Size of the pits:

* Normal site - 45 x 45 x 45 cms.* Alkaline soil - 0.5 m. deep x 0.25 m dia* Water logged areas- Mounds with 30 cm top and 50 cm.

base height varying depending onthe water level

* Species recommended: List of species provided in Table 3.* Number of plants per km.: 666 (Approximately 1 shrub/1.5 in)

* Activity and fime schedule: As per Table 4* Height of the plant: Not less than 1 feet| Age of the Plant: Not less than 1 year

The trees/shrubs in the consecutive rows will be planted in such a manmer that the trees in thesecond row will come in between the two plants of first row and the tree of third row will come onthe line of tree of first row.

5. Protection Measures:

Barbed wire fencing around the plantation area will be provided to protect the plants. Angle ironwill be fixed at a spacing of 5 m. and 3-stand barbed wire will be stretched.

I , ,A, ,,, V- ,.A.&, ,X,z,~~~~~~-V

Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Secfion of NH-28 and Gorakhpur BypassGeneric Environment Management Plan

I6. Detail Activity Schedule

Detail activity schedule for plantation along the Lucknow-Ayodhya stretch and Gorakhpur bypass arepresented bellow in Table 4.

* Table 4. Activities Schedule for Plantation

Year Month Activities to be doneJan-March 1 Surveying and cleaning of the area

1F Year 2 Digging of pits3 Procurement of angles iron and barbed wire

April-June I Purchase of farm yard manure2 Fixing up angle iron3 Stretching of barbed wire

____________ 4 Filling up of pits with farm yard manure and soilJuly-Aug. 1 Transportation of plants

2 Planting of saplings2 nd Year 3 Watering

*___________ 4 Weeding and hoeingSep-Nov. 1 Weeding and hoeing

__________ 72 Watering four times a monthDec.-Feb. 1 Weeding and hoeing

2 MaintenanceMarch 1 Watering four times a monthApril-June 1 Watering six times a monthJuly-Aug. 1 Casualty replacement (20% of the total tree)

2 Weecling

3 rd Year 3 Maintenance by MaliSep-Nov. 1 Wateing two times a month

2 Maintenance by Mali~~~~~~~Dec-Feb. I Maintenance by Mali* _ _ ~~~~~~~Dec.-Feb. I Maintenance by Mali

March 1 Watering four times a month______________ 2 Maintenance by Mali

4 th Year Apr.-Mar. I Watering2 Casualty replacement (10% of the total planted saplings)1 3 Maintenance by Mali

7. Precautionary Measures

I * Plantation will be made in the monsoon months (July -August)* The height of the plants should not be less than 1 ft. and should be in polythene bags and these

are not to be removed until the moment of plantingUl * All plants supplied must be planted within three days of removal from the nursery* The contractor will be required to water the area in case of insufficient rains after planting* 2 kgs of compost / manure are suggested for each pit before plantation

8. Tree Planting along the Main Carriage Way on Lucknow-Ayodhya SectionI including Faizabad Bypass

The availability of space along the side of the main carriageway varies in different stretch* of the existing NH-28 section of the project road. Over all plantation strategy for the side of

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H Independent Review and Consolidabon of EIA, EMP & RAP for Lucknow-Ayodhya Secion of NH-28 and Gorakhpur Bypass

Generic Environment Management Plan

the main carriageway has been divided into six categories depending on the availability of

space, which has been described below:

A. Space available upto 4 mr-only shrubs

| ~ Below 2.0 m space -grass turffrngUpto 2.5 m space - one row of shrubsUpto 4 m space - two rows of Shrubs/ one row of low height ornamental tree

B. Space available from 5 m to 7 m- two rows of median height ornamental trees

C. Space available from 8 m to 10 m- two rows of ornamental trees and one row of shade

treesD. Space available from 1 1 m to 13 m - four rows of avenue plantation

E. Space available above 14 to 16 mr-five rows of avenue plantation*

F. Space available upto >17 m - six rows of avenue plantation*

*Applicable where level of embankment is same with the ground level; in high embankment

stretches, number of rows will be decided as suggested by the engineer considering the

embankment safety.

Chainage-wise details of the availability of the space along with suggested plantation scheme for

Luckncwv-Ayodhya stretch including Faizabad Bypass are given in tabular form at the end of this

annexure in Table 5.

| For Gorakhpur Bypass no avenue plantation is suggested because of high embankment.

Only shrubs will be planted at the 12 m wide median as per the suggestion made in this

plantation scheme.

Table 5. Area Available for Plantation in Various Stretches

X Package I____ _____ _____

Chacnage(ln Sid-o Area of Suggested

Chainage (km) Servi~~~ce Rmud Totd Total Are Plantation on Plantation

ROW Width of ed Sian e' Width of for Side of Side (m) Category

- - - ~~~~~Constructe Width (in Service Plantation Widening - -

From To LenRih (m) gL () (i) Left Right(k in) I_ _ _ _ _ _ _ _ __I

8.25 9.00 0.75 39.2 19.5 1.2 5 5 10 8.5 Concentric 4.25 4.25 A

| 9.00 11.00 2.00 40.7 19.5 1.2 5 5 10 10 Concentric 5 5 B

11.00 11.60 0.60 36.7 19.5 1.2 5 S IO 10 6 Concentric 3 3 A

11.60 13.45 1.85 40.7 19.5 1.2 5 5 10 I 10 Concentic 5 B

13.45 13.95 0.50 36.7 19.5 1.2 5 5 10 6 Concentric 3 3 A

. 13.95 19.40 5.45 40.7 19.5 1.2 5 5 10 10 Concentric 5 5 B

19.40 19.80 0.40 60 19.5 1.2 5 5 10 29.3 Concentric 14.7 14.65 E

19.80 19.95 0.15 40.7 19.5 1.2 5 5 10 10 Concentric 5 5 B

l 19.95 20.00 0.05 60 19.5 0 5 5 10 30.5 Concentric ROB ROB ROB

0.00 0.85 0.85 60 19.5 0 0 0 0 40.5 B ROB ROB ROB

0.85 1.70 0.85 60 19.5 12 O O 0 28.5 Bypass 14.3 14.25 E

1.70 1.93 0.23 60 19.5 12 O O 0 28.5 Bypass 14.3 14.25 E

1.93 2.54 0.605 60 19.5 12 5 5 10 18.5 Bypass 9.25 9.25 C

2.54 3.20 0.665 60 19.5 12 0 0 0 28.5 Bypass 14.3 14.25 E

3.20 7.69 4.49 60 19.5 12 0 28.5 Bpass 14.3 14.25 E

7.69 8.31 0.62 60 19.5 12 5 5 10 18.5 Bass 9.25 9.2 C

,.-- R R t .-! ! . r VlE ,0. t t. ' .ttvi

Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Section of NH-28 and Gorakhpur BypassGeneric Environment Management Plan

| ! Package l

Chainage (kin) Seride Road TTotal oa eArea of SuggestedI~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Width of Median Sevc odWidth of Toa raPlantation on Plantation

- -R Constructe Width Service for Side of Side (in) CategoryLength Part Road ~Plantation Widening - -

From To (Lengt Left Right (i) "' Left Right

8.31 12.11 3.8 60 19.5 12 0 0 0 28.5- Bypass 14.3 14.25 E

*: 12.11 12.37 0.26 60 19.5 7.5 0 0 0 33 Bypass 16.5 16.5 E

32.11 32.39 0.28 60 19.5 7.5 0 0 0 33 Bypass 16.5 16.5 E

32.39 32.49 0.1 60 19.5 12 0 0 0 28.5 Bypass 14.3 14.25 E

32.49 32.80 0.313 45 19.5 4.5 5 0 5 16 Bypass 3 13 A/D

32.39 32.49 0.1 60 19.5 12 0 0 0 28.5 Bypass 14.3 14.25 E

32.49 33.74 1.25 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

33.74 34.00 263 54 19.5 4.5 0 0 0 30 Right 15 15 E

34.00 34.01 0.01 54 19.5 12 5 5 10 12.5 Right 6.25 6.25 B

34.01 34.17 0.16 40.7 19.5 1.2 5 5 10 10 Concentric 5 5 B

34.17 34.64 0.47 36.7 19.5 1.2 5 5 10 6 Concentric 3 3 A

34.64 35.04 0.40 54 19.5 4.5 5 5 10 20 Right 10 10 C

35.04 35.13 0.09 45 19.5 4.5 5 5 10 11 Right 5.5 5.5 B

35.13 42.63 7.50 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

42.63 43.06 0.44 45 19.5 4.5 5 0 5 16 Right 3 13 A/D

43.06 43.33 0.265 4 19.5 1.2 5 0 5 19.3 Concentric 4.65 14.65 A/E

43.33 43.55 0.223 24.39 19.5 1.2 5 0 5 ___ Concentric Zaidpur forest

43.55 43.60 0.05 24.4 19.5 1.2 0 0 0 3.69 Concentric 1.85 1.845 A

43.60 43.80 0.2 25.6 19.5 1.2 0 0 0 4.9 Concentric 2.45 2.45 A

43.80 44.06 0.262 25 19.5 1.2 0 0 0 4.3 Concentric 2.15 2.15 A

44.06 44.76 0.7 45 19.5 4.5 5 0 5 16 Lef 3 13 A/D

44.76 45.00 0.238 45 19. 4 0 O 5 16 Left 3 13 A/D

Package I _

Width Side of Total Area of

Chainage (km) of Median Service Width Total Area Sdof Plantation SugseChainage ~ Length ROW Const- Width Roa.d (in) of for Sideng of Sd latto

(ikn) (in) ructed WideningPlntaionM PCantatiory

Part ~~Road (Mn)CtgrFrom To (M) MLeftRight| (i) Left Right

45.00 45.08 0.08 45 19.5 4.5 5.5 0 5.5 15.5 Left 2.75 12.75 A/D

45.08 48.382 3.302 45 19.5 4.5 0 0 0 21 Left 10.5 10.5 C

48.382 48.61 0.228 36.7 19.5 1.2 0 0 0 16 Concentric 8 8 C

48.61 48.832 0.45 36.7 19.5 1.2 0 0 0 16 Concentric 8 8 C

48.832 48.957 0.125 45 19.5 4.5 5.5 5.5 11 10 Concentric, 5 5 A

48.957 49.20 0.243 45 19.5 4.5 5.5 5.5 11 10 R 5 A

49.20 49.782 0.582 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

49.782 50.052 0.27 54 19.5 4.5 0 0 0 30 Right 15 15 E

50.052 50.25 0.198 36.7 19.5 1.2 0 0 0 16 concentric 8 8 C

50.25 50.567 0.515 36.7 19.5 1.2 5.5 5.5 11 5 Concentric 2.5 2.5 A

* ...S1i

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Generic Environment Management Plan

Package II

I Width Side Of Total Area ofof MeinSrieWidth Total Area PlantationChaiage km) engh RO Cont- edia Serice Of for Side of on Side Suggested

Chainage ~"' (kLngt ROW rcnted Width Road (in) Servici Plantation Cieig (M lnategory(kin) (in) arcte Widnig Panategony

Part (in) Road (m)From To (n) Left Righ;t (m) - L Right

50.567 50.982 0.415 40.7 19.5 1.2 5.5 5.5 11 9 Concentric 4.5 4.5 A

50.982 51.20 0.218 45 19.5 4.5 5.5 5.5 11 10 Right 5 5 _ A

51.20 51.732 0.532 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

51.732 53.415 1.683 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

53.415 56.09 2.675 54 19.5 4.5 0 0 0 30 Right 15 15 E

56.09 56.415 0.325 45 19.5 4.5 0 0 0 21 Concentric 10.5 10.5 C

56.415 56.999 0.584 40.7 19.5 1.2 0 0 0 20 Concentric 10 10 C

56.999 57.18 0.181 36.7 19.5 1.2 0 0 0 16 Concentric 8 8 C

57.18 57.569 0.389 36.7 19.5 1.2 5.5 5.5 11 5 Concentric 2.5 2.5 A

57.569 58.019 0.45 40.7 19.5 1.2 5.5 5.5 11 9 Concentric 4.5 4.5 A

58.019 58.419 0.4 54 19.5 4.5 5.5 5.5 11 19 Right 9.5 9.5 C

58.419 58.885 0.466 45 19.5 4.5 5.5 5.5 11 10 Right 5 5 B

58.885 62.775 3.89 45 19.5 4.5 5.5 5.5 11 10 Right 5 5 B

0 1.325 1.325 60 19.5 12 0 0 0 28.5 Bypass 14.25 14.25 E

1.325 1.925 0.6 60 19.5 12 5.5 5.5 11 17.5 Bypass 8.75 8.75 C

1.925 3.02 1.095 60 19.5 12 5.5 5.5 11 17.5 Bypass 8.75 8.75 C

100- Toll Toll .3.02 3.62 0.6 125 Plaza Plaza 0 0 0 #### TollPlaza # Toll Plaza

3.62 6.7 3.08 60 19.5 12 0 0 0 28.5 Bypass 14.25 14.25 E

6.7 7.05 0.35 60 19.5 12 0 0 0 28.5 Left 14.25 14.25 E

69.679 69.764 0.085 45 19.5 4.5 0 0 0 21 Left 10.5 10.5 C

69.764 70.1 0.336 36.7 19.5 1.2 0 0 0 16 Concentric 8 8 C

70.1 70.289 0.189 36.7 19.5 1.2 5.5 5.5 11 5 Concentric 2.5 8 A/C

70.289 70.925 0.636 40.7 19.5 1.2 5.5 5.5 11 9 Concentric 4.5 4.5 A

70.925 71.079 0.154 40.7 19.5 1.2 0 0 O 20 Concentric 10 10 C

71.079 72.479 1.4 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

72.479 72.85 0.371 40 19.5 4.5 0 0 0 16 Concentric 8 8 C

72.85 73.304 0.454 40 19.5 4.5 5.5 5.5 11 5 Concentric 2.5 2.5 A

73.304 73.55 0.246 45 19.5 4.5 5.5 5.5 11. 10 Right 5 5 B

73.55 75.871 2.321 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

75.871 76.20 0.329 36.7 19.5 1.2 0 0 0 16 Concentric 8 8 C

76.20 76.746 0.546 36.7 19.5 1.2 5.5 5.5 11 5 Concentric 2.5 2.5 A

76.746 77.00 0.254 36.7 19.5 1.2 5.5 5.5 11 5 Right 2.5 2.5 A

77.00 88.886 11.886 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

80.886 81.936 1.05 40 19.5 4.5 0 0 0 16 Concentric 8 8 C

81.936 82.086 0.15 45 19.5 4.5 0 0 0 21 Concentric 10.5 10.5 C

82.086 82.40 0.3 14 45 19.5 0 0 0 0 25.5 Concentric 12.75 12.75 D

82.40 82.636 0.236 45 19.5 0 5.5 5.5 11 14.5 Concentric 7.25 7.25 B

82.636 83.636 - 45 19.5 0 5.5 -5.5 11 14.5 Concentic 7.25 7.25 B

83.636 83.95 0.314 45 19.5 0 5.5 5.5 11 14.5 Concentric 7.25 7.25 B

83.95 85.20 1.25 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

85.20 85.90 0.7 45 19.5 4.5 5.5 5.5 11 . 10 Right 5 5 A

85.90 86.333 0.433 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C3 86.333 86.65 0.317 40.7 19.5 1.2 0 0 0 20 Concentric 1010 C

Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Section of NH-28 and Gorakhpur BypassGeneric Environment Management Plan

Package II

Width Side of Total Area ofChainage (km) of Median Service Width Total Area Sdof Plantation Sugse

Chainae ~""~Length ROW Const- Width Road (In) of for Sideng of n Side Plantatio

- ~~~(kmn) (in) ructed M Servic Plantation WidnMg PlantaegonyPart (in) Road. (Mn)Ctgr

From To (m) Left Right (m) Left IRight

86.65 86.683 0.033 40.7 19.5 1.2 5.5 5.5 11 9 Concentric 4.5 4.5 A

86.683 87.558 0.875 36.7 19.5 1.2 5.5 5.5 ,11 5 Concentric 2.5 2.5 A

87.558 87.775 0.217 45 19.5 4.5 5.5 5.5 11 10 Right 5 5 A

11 87.775 92.76 4.985 45 19.5 4.5 0 0 0 21 Right 10.5 10.5 C

92.76 93.00 0.24 54.86 19.5 4.5 0 0 0 . 30.86 Right 15.43 15.43 E

Package-I1I

Sid of Total Area ofChainage (kin) Width of Median Service Width Total Area Side of Pliintado. on Suggested

Lrengh ROW Constructed Rid oa (i) of for A Widening Sid (m) Plantathm

Lengt Part M Service Plantation Caegr

From To ((i ) Left R(ght (Road (m) Left Right

if 93.00 93.08 0.08 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

93.08 93.90 0.83 54.86 19.5 4.5 5 5 10 20.86 Right 10.43 10.43 C

93.90 98.32 4.42 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E1 98.32 99.87 1.55 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

99.87 100.58 0.71 54.86 19.5 4.5 0 0 0 30.86 Concentric 15.43 15.43 E

100.58 101.50 0.93 54.86 19.5 4.5 0 0° 30.86 Concentric 15.43 15.43 E3 101.50 101.90 0.40 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

101.90 102.75 0.85 54.86 19.5 4.5 5.5 5.5 11 19.86 Right 9.93 9.93 C

102.75 104.179 1.43 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

104.179 104.50 0.32 54.86 19.5 1.2 0 0 0 34.16 Concentric 17.08 17.08 F

104.50 105.084 0.58 54.86 19.5 1.2 5.5 5.5 11 23.16 Concentric 11.58 11.58 D

105.084 105.425 0.34 54.86 19.5 4.5 5.5 5.5 11 19.86 Left 9.93 9.93 CI _105.425 105.659 0.23 54.86 19.5 4.5 0 0 0 ||30.86 Left 15.43 15.43 E

105.659 105.75 0.09 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

105.75 106.575 0.83 54.86 19.5 4.5 5.5 5.5 11 19.86 Left 9.93 9.93 C

106.575 107.875 1.30 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

107.875 108.609 0.73 54.86 19.5 4.5 5.5 5.5 11 19.86 Left 9.93 9.93 C

108.61 110.831 2.22 54.86 19.5 4.5 5.5 5.5 11 19.86 Concentric 9.93 9.93 C

110.831 111.2 0.37 54.86 19.5 1.2 5.5 5.5 11 23.16 Left 11.58 11.58 D

111.2 111.311 0.11 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

111.311 111.68 0.37 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

111.68 112.181 0.50 54.86 19.5 4.5 5.5 0 5.5 25.36 Left 7.68 17.68 F

112.181 112.215 0.03 54.86 19.5 1.2 5.5 0 5.5 28.66 Concentric 9.33 19.33 C/F

112.215 112.55 0.33 54.86 19.5 1.2 0 0 0 34.16 Concentric 17.08 17.08 F

112.55 113.051 0.50 54.86 19.5 1.2 5.5 5.5 11 23.16 Concentric 11.58 11.58 C

113.051 113.42 0.37 54.86 19.5 4.5 5.5 5.5 11 19.86 Concentric 9.93 9.93 C

113.42 114.481 1.06 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

114.481 115.094 0.61 54.86 19.5 4.5 0 0 0 30.86 Concentric 15.43 15.43 E

115.094 115.869 0.78 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

115.869 116.769 0.90 54.86 19.5 1.2 0 0 0 I | 34.16 Concentric 17.08 17.08 F

116.769 117.45 0.68 54.86 19.5 | 4.5 | 0 0 0 | 30.86 Right 15.43 15.43 E

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Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Seclion of NH-28 and Gorakhpur BypassGeneric Environrment Management Plan 0!

Package-Ill _

Side or Total Ar~ea ofChainage (kin) Width or Ser*vice VAt oa ,, Sd f Plantation onSugse

Length ROW Constructed Median Width T Are Widenig Side (o) Plntdo(kin) Part Width R8(i)Service Plantation -Cto

.rjom To M(i) Rd (m) Left Right

117.45 117.619 0.17 54.86 19.5 4.5 5.5 5.5 1 1 19.86 Right 9.93 9.93 C

117.619 118.319 0.70 54.86 19.5 4.5 5.5 5.5 11 19.86 Concentric 9.93 9.93 C118.319 118.9 0.58 54.86 19.5 4.5 5.5 5.5 11 19.86 Left 9.93 9.93 C

118.9 119.494 0.59 54.86 19.5 4.5 0 0 0 30.86 Left 15.43 15.43 E

119.494 120.075 0.58 54.86 19.5 1.2 0 0 0 34.16 Concentric 17.08 17.08 F120.075 121.419 1.34 54.86 19.5 1.2 5.5 5.5 11 23.16 Concentric 11.58 11.58 D121.419 121.719 0.30 54.86 19.5 4.5 5.5 5.5 11 19.86 Left 9.93 9.93 C121.719 122.00 0.28 54.86 19.5 1.2 5.5 5.5 11 23.16 Right 11.58 11.58 D1 122.00 122.119 0.12 54.86 19.5 1.2 0 0 0 34.16 Ri 17.08 17.08 F122.119 122.275 0.16 54.86 19.5 0 0 0 O 35.36 Right 17.68 17.68 F

0 0.025 0.03 54.86 19.5 0 0 0 0 35.36 Right 17.68 17.68 F

0.025 0.344 0.32 54.86 19.5 0 5.5 5.5 11 24.36 Rit 12.18 12.18 D0.344 0.594 0.25 54.86 19.5 1.2 5.5 5.5 11 23.16 Right 11.58 11.58 D0.594 1.125 0.53 54.86 19.5 0 5.5 5.5 11 24.36 Right 12.18 12.18 D

1.125 2.494 1.37 54.86 19.5 0 0 0 0 35.36 RiAt 17.68 17.68 F2.494 2.919 0.43 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E2.919 3.55 0.63 54.86 19.5 1.2 0 0 0 34.16 Concentric 17.08 17.08 F3.55 4.494 0.94 54.86 19.5 1.2 5.5 5.5 11 23.16 Concentric 11.58 11.58 D

4.494 5.175 0.68 54.86 19.5 4.5 5.5 5.5 11 19.86 Righ .93 9.93 C5.175 6.025 0.85 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

6.025 6.85 0.82 54.86 19.5 4.5 5.5 5.5 11 19.86 Right 9.93 9.93 C6.85 7.062 0.21 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

7.062 7.625 0.56 54.86 19.5 1.2 0 0 0 34.16 Concentric 17.08 17.08 F

7.625 7.912 0.29 54.86 19.5 1.2 5.5 5.5 11 23.16 Concentric 11.58 11.58 D

7.912 8.70 0.79 54.86 19.5 4.5 5.5 5.5 11 19.86 Right 9.93 9.93 C8.70 9.962 1.26 54.86 19.5 4.5 0 O O 30.86 Fight 15.43 15.43 E9.962 11.309 1.35 54.86 19.5 0 O O O 35.36 Right 17.68 17.68 F

11.309 11.775 0.47 54.86 19.5 4.5 0 0 0 30.86 Right 15.43 15.43 E

t | 11.775 12.00 0.23 54.86 19.5 4.5 5.5 5.5 _ 19.86 R 9.93 9.93 C12.00 15.00 3.00 54.86 19.5 4.5 0 0 0 30.86 R 15.43 15.43 E

I

III

I._ _ _ Y1-

Independent Review and Consolidation of EIA, EMP & RAP for Lucknow-Ayodhya Section of NH-28 and Gorakhpur BypassGeneric Environment Management Plan *

1

iiI

Front Edge of the Road

\ +-Rare Edge of the Road

6m -.* ~~~7.5 m t5

l-6m ~~1.5m-**ii$ Rare Edge of the Road

l~~~~~~~~~ + m A I 5 Sm /

|.5 1 m 1.55

I ~~~~~~~~~~~~~~~~13.5 m

rn..~...js 1.5 m J . 5nL .. n

$| ~~~~~~~~~~~~~~~~16.5 m

Il

I


Appendix -G10

Institutional Setting for the Project

NHAI has an environmental and social development unit at NHAI corporate office and a projectImplementation unit (PIU) at Gorakhpur. At both the locations the current strength of NHAI toimplement mitigation measures for environmental protection are found to be in adequate.

There is need to strengthen the EDSU unit by inducting manpower as many projects are goingsimultaneously. Additional managers (social and environmental) need to be inducted to assist GM(Enviromnent). This induction should be according to HR Policy of NHAI. Similar to corporateoffice the present human resources of PIU for environmental management are not adequate. It istherefore recommended that package wise separate manager, who will look after the technical,environmental and social aspects of the respective package to be inducted at PIU level since onemanager looking more than one packages will find it difficult to cope up with the implementationwork of the project.

The proposed set up for the project envisages covering the following aspects

- Strengthening the environmental component of PIU and EDSU- Associate the other stake holders in the existing team in order to implement the provisions of the

environmental management plan (EMP)- Integrated approach to implement EMP and RAP.- Monitor and upgrade EMP.

Responsibilities of Other Institutional Players:

Proposed Independent Review Consultant for EMP Compliance (IRC for EMP Compliance)

It is proposed to appoint an independent reviewer of the EMP compliance for the entire LMNHPSection of NH-28 who will be responsible for

* Quarterly monitoring of the implementation of the EMP till the completion of the civil works

* Taking timely measures in case of non compliance of suggested EMP measures

* The Suggestion or modification of the EMP measures for any particular environmental issue, ifrequired

* Preparation of computerised database using available data to monitor the progress of theenvironmental management activities against the targeted performance indicators.

3Draft Terms of reference and qualification of Independent reviewer consultant for EMP compliancehas been presented in Box 1.

I1

I -bw r. f

Generc Environmental Management Plan for Lucknow - Ayodhya secton of ^ 1NH-28 and Gorakhpur bypass

Box 1. Draft Terms of Reference for 'Independent Reviewer Consultant (Environmentall Specialist) 'for EMP Compliance

For the all construction packages of LMN[P section of NH -28 and Gorakhpur Bypass Road Project,financed by the World Bank, integrates environmental and social issues in the planning and design ofthe Highway. An Environmental Management Plan (EMP)-has been prepared for each constructionpackages and is integrated in the technical specification and contract documents. The prime duty of the'Independent Reviewer Consultants (Enviromental Specialist)' for EMP Compliance is to superviseI the implementation of the EMP by the Conractors and monitoring by the Supervision Consultants toensure that the day-to-day construction activities are carried out in an environmentally sound and3 sustainable basis.

Qualifications and Experience

U .Master degree in Environmental engineering /Civil engineering /masters in environmental science.5 years of working experience in the field of environmental management in highway/ other linearl projects.

Construction Supervision Consultants (CSC)

I The supervision consultants will assume the powers and responsibilities of the Engineer for theLucknow - Ayodhya section of NH-28 and Goiukhpur Bypass, and assist the PIU in implementation.| It is recommended that CSC should have the following capacities/ capabilities.

* It is expected that the supervision consultants will have the necessary capability to supervise theimplementation of the environmental measures proposed in the EMP.

* The CSC to be selected through ICB are expected to have the i.-house capacity to advise on andsupervise the implementation of the EMP

* * The CSC should have capacity for making decisions regarding applicability of enhancementdesign options and any modifications, if needed.

I It is expected that the CSC will employ a full time Environmental specialist. A sample of duties andqualifications for such a specialist are given below in Box 2.3 Box 2: Draft Terms of Reference for Environmental Engineer's/Environmental Specialist of CSC

The Lucknow-Ayodhya stretch of NH-28 (including Faizabad Bypass) Project, financed by the WorldBank, integrates environmental and social issues in the planning and design of the Highway. TheGorakhpur Bypass project is also under consideration of funding by World Bank. Therefore, anEnvironmental Management Plan (EMP) has been prepared for each construction package and isintegrated in the technical specification and contract documents. The prime duty of the EnvironmentalSpecialist is to supervise the implementation of the EMP by the Contractors and to ensure that the day-to-day construction activities are carried out in an environmentally sound and sustainable basis. The scopeincludes development of environmental procedures and good construction practices, development anddelivery of training programs, etc.

l Qualifications and Experience

. A Graduate civil engineer / environmental engineering / MSc Environment.

. 10 years of working experience related to the integration of environmental and social issues in thedesign, construction and operation of transport projects. Experience in construction management andonerational maintenance of hivhwavs is n eferred.

-2- AVF

Generic Environmental Management Plan for Lucknow - Ayodhya section ofNH-28 and Gorakhpur bypass o

Contractors

The Contractors are the major implementing agencies of EMP. The contractors are recommended to,employ Environmental Engineer/s. The roles and responsibilities of these engineers are given below.

* Ensure proper construction and maintenance of the facilities for the labour camps* Measurement and verification of quantities for environmental enhancementU * Ensuring that proper environmental safeguards are being maintained at borrow sites and quarries* Prepare the bills of quantities for the work carried out for enhancement* Ensure that proper facilities are available for the monitoring of ambient air quality and collection

of water and soil samples as mentioned in the environmental monitoring plan* Ensure analysis and reporting of reporting of monitoring results

Other Agencies

The other agencies involved in project activities include the NGO procured for the implementation ofI the RAP.3; Environmental Reporting System (ERS)

Environmental monitoring will involve periodic checking to ascertain whether enviromnentalactivities are going according to the EMN. It provides the necessary feedback for project managementto keep the program on schedule. The evaluation is essentially a summing up of the projectassessment of whether those activities have actually achieved their outcomes. The important featuresof ERS are summarised beluw.

1 * The reporting systein will operate linearly with the contractor who is at the lowest rar.k of theimplementation system. The contractor will report to the Supervision Consultant, who in turnshall report to the P1U and Enviromnental and Social Development unit of NHAI atcorporate office. Top of that an independent reviewer of EMP compliance will submit draftand final quarterly report to GM enviromnent of ESDU at Delhi along with note specifying

|I the critical issues along with suggested actions necessary to take by the NHAI / contractor.

* All reporting by the contractor, Supervision Consultant and independent reviewer of EMPcompliance shall be on a quarterly basis throughout the construction period.

* The ESDU in association with the independent reviewer of EMP compliance shall beresponsible for preparing targets for each of the identified EMP activities. I

* The Supervision consultants shall monitor all subsequent reporting by the contractor as perthe targets set by them before the contractor move on to the site.

* The compliance monitoring and the progress reports on environmental components may beclubbed together and submitted to the ESDU at corporate office and PIU, quarterly duringthe implementation period for each construction packages by the Supervision consultants.

* IR Consultants of EMP compliance will consolidate the environmental monitoring reportsI and other environmental compliance progress reports along with his/her comments andsubmit to ESDU at corporate office quarterly.

l* -3.

Generic Environmental Management Plan for Lucknow - Ayodhya section of .NH-28 and Gorakhpur bypass 0 ;

* The operation stage monitoring reports may be annual or biannual, provided the ProjectI Environmental Completion Report shows that the implementation was satisfactory.

* ,. * During the implementation period, a compliance report may include description of the items* of EMP, which were not complied with by any of the responsible agencies. This would help

in rationalising the implementation of the EMP during the remaining duration ofimplementation. Solutions for further effective implementation should also come out as aresult of the compliance monitoring reports.

* Responsibilities for overseeing will rest with the Supervision Consultant's staff reporting tothe PIU and ESDU corporate office and top of that to the IR consultant of EMP compliance.

* Capacity to quantitatively monitor relevant ecological parameters would be an advantage butI monitoring will primarily involve ensuring that actions taken are in accordance with contractand specification clauses, and specified mitigation measures as per the EMP.

| * Photographic records will also be established to provide useful environmental monitoringtools.

| A full record will be kept as part of normal contract monitoring. Reporting and MonitoringSystems for various stages of construction and related activities have been proposed toensure timely and effective implementation of the EMP.

I The reporting system has been prepared for each of the stage of road construction namely:

- Pre construction stage- Cons"uction Stage- Operation Stage

I This reporting shall be done through:

- Reporting by the Contractor to the SC- Reporting by SC to PIU/ EDSU

Reporting by IRC of EMP Compliance to ESDU

The reporting formats are given in Appendix G5.

Training

The ESDU at the NHAI headquarters and the P1U, responsible for the implementation of EMP, needto be trained on the effective implementation of the environmental issues. To ensure the success ofthe proposed implementation set up, there is a need for training and skill up gradation. Please refer totraining program is given in chapter 9 of EIA report.

Implementation/Construction Schedule

Prior to the actual construction work starts, the contractor need to acquire land and private propertiesand clear the RoW by demolishing all the structures and trees from RoW. Simultaneously thecontractor needs to relocate all the community properties and cultural properties before the actualwork starts on those sites. Once the RoW is cleared the topsoil need to be stripped and stored beforeactual construction of embankment starts. Preferably these activities should be done before onset ofmonsoon.

*3r d.4 w


The construction of all bridges/ culverts over any surface water bodies should be done in lean seasonflow especially in the period starting from November-June. Since the aquatic fauna in the river/

-,stream will have maximum impacts during construction; activities to be taken up in the river eg.River training, construction of culvert /bridges (laying foundation of well erection of piers etc.)should therefore be finished before on set of monsoon and construction of embankment preferableshould be in the non-monsoon season. The construction schedule for the activities to be taken up inthis project is given below:

11

I 5

m m m -- - ------ m - m - m - .m- -Apperi& x GI

Aypadx G1 ConW.Gam Emwi Mse_pm 1Pan 1 LLdc -Ayodhy*a ndofNH-28 ad GW= bm

Implementation Schedule

Acivmla

aLeng e locations t' dona caor t camp stO_ ____.I...l yar. fI ma0 _eI

storg hoWtmi lant &- badeng plalanarouor cani fuatcs

Estaorsarylaing aclisison _ r _ c c laborClznga RoWl i 9 aernoaiiring sauctum nwrovnng tresss. .

Jomnt feidtnv on ty th ontormaor xtSC moioofic mon dEMPI I cm stdoyat (aBOtal ree ofl anenena desetg eRetton of conm t MmD xt pol!pEM POMN ____ ____

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pwTmss'on from releml Ka"l is1 1: -< Esbilstn nld o wwobo comp lbor conwo .tc y rd for rielnals ;. e1 cnsiLon onwnens vetic etcamTraining to environmeontal Cell stetlY wicotrator/sultervisionl consuttentsPiutCONSTRUCTION PHASE

uTangepieng s o mtokin g o f atlvirnof Toepltl poll.-ILV soil arosiori etcTrrafgement for dalaemoa fr crwcl of rodepainttaOtlOMi

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r r Inn d eatonf pn I reguar g I Ior me g r rntol :nspcton of al nactoes ehole cmnplacewith ononsd of" t t - t 1 1 {~t I L L

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AEim lntngt on - p erom c o D b nl lenr 7[r-s -on VW s of Wm ma Iwaea~~~~~~~~~~_

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National Highways Authority of India - World Bank Documents ...

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