public disclosure authorized e895€¦ · introduction 1.1 the national highway development program...

E895VOL. 8

*|~SWai Environmental Management Plan

EAST - WEST CORRIDORConsultancy Services for Independent Review and

Consolidation of Environ mental andSocial Assessment

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V. July 2004

Submitted byOperations Research Group

in association withSpatial Decisions

Submitted to

-t i - ;, National Highway Authority of India

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INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

General Environmental Management Plan(Ayodhya to Muzaffarpur Section of East West Corridor)

Table of Contents

1. Introduction1.1 The National Highway Development Program ................................................. 1-11.2 Salient Features of the Project ................................................. 1-31.3 Environmental Management Budget ................................................. 1-51.4 Environmental Clearances ................................................. 1-5

2. Environmental Setting and Impacts Summary2.1 Meteorology ................................................. 2-12.2 Physical Environment ................................................. 2-22.3 Noise Levels ................................................. 2-52.4 Biological Environment ................................................. 2-52.5 Social Environment ................................................. 2-62.6 Summary of Impacts of Project ................................................. 2-7

3. Environmental Management Action Plan

4. Environmental Monitoring Reporting and Implementation4.1 Performance Indicators ................................................. 4-14.2 Monitoring Plan for Environmental Conditions ................................................. 4-34.3 Reporting System ................................................. 4-94.4 EMP Implementation Arrangement ................................................. 4-13

5. Environmental Management Budget

Annexures

Annexure l: Fly ash Handling and ManagementAnnexure Il: Guidelines for Development and Housekeeping of Construction

CampsAnnexure III: Noise BarriersAnnexure IV: Tree Plantation SchemeAnnexure V: Training ModuleAnnexure VI: Guidelines for Borrow AreaAnnexure VII: Reporting FormatsAnnexure VIII: Bill of Quantity

Operaftons Research Group in association with Spatial Decisions 1


Drawings

DRG NO. 1: TYPICAL PAVINGDRG NO. 2: TYPICAL STEPPED ACCESS TO EMBANKMENTDRG NO. 3: TYPICAL RECHARGING PIT FOR URBAN DRAINDRG NO. 4: TYPICAL STORAGE AREA FOR OIL AND GREASEDRG NO. 5: TYPICAL OIL INTERCEPTORDRG NO. 6: SITE PLAN (CONSTRUCTION CAMP)DRG NO. 6 A: WORKERS SLEEPING QUARTERSDRG NO. 7: TYPICAL PLAN OF ENHANCEMENT OF ROAD SIDE WELL AT NH-

28DRG NO. 8: TYPICAL HAND PUMP TYPE-2/3DRG NO. 9: TYPICAL SEATING AROUND TREE-1DRG NO. 10: TYPICAL PROTOTYPE OF BORROW AREA TO BE REDEVELOPED

AS A FISH PONDDRG NO. 11: NOISE BARRIERDRG NO. 12: MAIN ENTRANCE DETAILS

Operations Research Group in association with Spatial Decisions 2

* INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

Chapter 1

Operations Research Group in association with Spatial Decisions


1. INTRODUCTION

India has embarked on a 10-year highway transportation improvement program as a part of the nationalpolicy to globalize its economy. National Highways comprise about 2% of total road length in thecountry and carry over 40% of total traffic across the length and breadth of the country.

The National Highways Authority of India was constituted by an act of Parliament, the NationalHighways Authority of India Act, 1988. It is responsible for the development, maintenance andmanagement of National Highways. The Authority got operational in February 1995. National HighwaysAuthority of India (NHAI) is mandated to implement National Highways Detelopment Project(NHDP), which is India's largest ever highways project formulated to equip India with world-class roadswith uninterrupted traffic flow. The NHDP is a major initiative for capacity enhancement of NationalHighways and includes four/six laning of around 13,146 Km with a total cost of approximately Rs.54,000 crores.

1.1 The National Highway DevelopmentProgram

One of the major tasks mandated to NHAI is the implementation of National Highways DevelopmentProject (NHDP) comprising of Golden Quadrilateral, North -South corridor and East-West corridor. Theimprovement of National Highways under NHDP marks the beginning of a new era. GoldenQuadrilateral (GQ) is formed by existing highway corridors between the four metropolitan cities- Delhi,Kolkata, Mumbai, Chennai, which are the hub of the economy for the country. The North-South andEast-West Corridors link Srinagar to Kanyakumari and Silchar to Porbandar respectively. The totallength of this project is about 13,252 Km. The roads under NHDP are being upgraded/strengthened to 4lane/61ane carriageways to facilitate high speed uninterrupted vehicular traffic.

In addition to the projects under NHDP, the NHAI is also currently responsible for about 1,000 km ofhighways connecting major ports & also on National Highways 8A, 24, 6, 45 & 27. The total length ofhighways with NHAI currently is around 14,162 km.

1.1.1 Golden Quadrilateral

One of the two components of the National Highway Development Program, the Golden Quadrilateralproject aims at connecting the four metropolitan cities of Delhi-Kolkata-Chennai-Mumbai and has a totallength of around 5,846 Km. The Golden Quadrilateral (GQ) scheme comprises of the followingstretches:

* NH 2 Delhi - Kolkata: 1,453 Km

* NH 4,7 & 46 Chennai - Mumbai: 1,290 Km

Operations Research Group in association with Spatial Decisions 1-1


* NH 5 & 6 Kolkata - Chennai: 1,684 Km

* NH8 Delhi - Mumbai: 1,419 Km

1.1.2 North South East West (NSEW)Corridor

Apart from the Golden Quadrilateral scheme, the NHDP comprises of the North-South and East-WestCorridors with a total length of around 7,300 Km connecting Srinagar to Kanyakumari (NS corridor)including Salem to Cochin Spur and Silchar to Porbandar (EW corridor). The current project comprisesof the four laning of the Lucknow-Muzaffarpur section of the NSEW project on the East West Corridor.

1.1.3 The Lucknow Muzaffarpur NationalHighway Project (LMNHP)

The Lucknow - Muzaffarpur National Highway Project (LMNHP) is a part of the East West corridor fromSilchar to Porbandar. The LMNHP envisions improvement (four laning) of the section of NH-28 betweenLucknow and Muzaffarpur. NH-28 originates at Lucknow, the capital city of Uttar Pradesh and passesthrough important towns and has a total length of about 628 Km. The highway links important centreslike Ayodhya, Gorakhpur, Kushi Nagar, Gopalganj, Muzaffarpur and ends at Barauni, an Industrial townin Bihar. This section of NH - 28 currently carries on an average 19,000 to 22,000 PCUs1. Asubstantial portion of the traffic belongs to the goods traffic amounting to about 52 to 55% of the totaltraffic volume. The traffic volume on most part of the section is expected to grow up to 150,000 to159,000 PCUs at the end of design period of 30 years. To cater to such volume of traffic, the upgradingand four laning is required urgently. Besides improving the traffic scenario, the increased road capacityand improved pavements can reduce travel time and lower the cost of vehicle use, while increasingaccess to market, jobs, education, and health services and reduce transport costs for both freight andpassengers.

The originating point of NH-28 at Lucknow is connected with NH-25 (Jhansi - Kanpur - Lucknow Link),NH-24 (Lucknow - Barelly - New Delhi Highway) & NH- 6 (Lucknow - Varanasi Highway linking NH-2at Varanasi). National Highway No. 86 (Chapra - Siwan - Gopalganj) meets NH 28 at Km. 387 atGopalganj just prior to the start of the Project Stretch.

1.1.4 Current Project

The current project, from Ayodhya to Muzaffarpur, has a total length of 357.063 Km. It is comprised ofthree consultancy packages C-ll/1, C-l1l/2 and C-Ill/5 with a total of nine contract packages. Thecontract packages with their start and end points are given in the Table 1.1 below:

1 Based on the daily traffic survey conducted in the year 2002



TABLE 1.1: CONTRACT PACKAGES IN AYODHYA-MUZAFFARPUR SECTION (SECTION C-11112, C-111/5 AND C-11111) OF LMNHPUNDER NHAI PHASE-Ill PROGRAM OF EAST - WEST CORRIDOR DEVELOPMENT

Packages Contract Package No. Chainage Total Lengthin Km.

(Consultancy)

C-111/2 (Ayodhya - I Ayodhya bypass 27.500Gorakhpur Section) and Km. 142.500 to

Km. 164.000Ayodhya Bypass andKm. 142.500 to 11 Km. 164.000 to 44.000251.700 of NH-28 Km. 208.000

III Km. 208.000 to 45.363Km. 251.700(Design Chainage253.363)

C-Ill/5 (Gorakhpur - VIl Km. 279.800 to 40.000Gopalganj Section) Km. 319.800

Km. 279.800 to Vill Km. 319.800 to 41.115386.000 of NH-28 Km. 360.915

IX Part Length: Km. 25.085360.915 to Km.386.000

IX Part Length: Km. 16.000386.000 to Km.402.000

C-l1l/1 (Muzaffarpur- X Km. 402.000 to 38.000Gopalganj Section) Km. 440.000

Km. 386.000 to520.000 of NH-28 xi Km. 440.000 to 40.000

Km. 480.000

XII Km. 480.000 to 40.000Km. 520.000

1.2 Salient Features of the Project

The total number of 15 minor intersections and 23 major intersections in the project stretch. Further,there exist a total of 10 major bridges and 63 minor bridges within the project stretch. A total of 10 Truckparking including associated amenities like Rest areas, toilets, workshops etc have been proposed inthe entire project stretch. A total of four flyovers have been proposed in the entire project stretch. A totalof 47 underpasses have been proposed in the project stretch for smooth movement and crossing oflocal and highway traffic. The highway will be a toll road and it is proposed to have three toll plazas inthe project road at Basti bypass (Km 0.75 to Km 1.40), Km 357.000 (between Salemgarh and Tamkuhi)and Km 468.000 (near Bara chakia).

For protection of slopes and reduction of soil erosion, various slope protection measures like turfing,brick pitching, stone pitching etc have been proposed.

Various roadway equipments have been proposed as part of the project design that include: HighwayIllumination, Crash Barriers, Guard Posts, 5th kilometer, 200m & RoW Pillars, Pedestrian Guard



Railings, Traffic Signs, Road Markings and Delineators, Anti-Glare Measures, Plantation and Utilitiesincluding ducts to cross the road at every 500m or where felt necessary.

The road inventory has been summarised in the Table 1.2.

TABLE 1.2: ROAD INVENTORY

Major MinorNery No of No. of major No. of minor bridgesPackage inter- Minor Inter- No.vofsbridges (>60m or (<60 - >6 andculverts Isections sections span length >30 m) individual Span <30 m)

I1 -27 - 5

II 4 -82 1 5

III 3 - 87 2 2

VIl 3 5 56 3 13

Vill 2 2 79 2 9

IX 3 4 42 - 9

X 4 - 48 1 12

Xi 2 2 46 1 5

XII 1 2 31 - 3

The proposed improvements are summarised in the Table 1.3.

TABLE 1.3: PROPOSED FEATURES OF THE PROJECT

S.No. Package Total Truck TotalFlyovers Parking and Underpasses

Rest Areas

1 I-1 4

2 1 I 1 1 9

3 III 1 1 7

4 VIl - 1 6

5 VilIl 2 5

6 IX - 5

7 X 2 3

8 xi 1 2 3

9 Xli 1 - 5



1.3 Environmental Management Budget

The package wise distribution of total cost of the project along with the Environmental Management andR&R cost is given in the Table 1.4. Estimated total project cost is Rs. 28576.78 million while estimatedtotal Environment Management cost is Rs. 307.70 million.

TABLE 1.4: TOTAL PROJECT COST, ENVIRONMENTAL MANAGEMENT AND R&R COST

Item Package

I II IlI VIl Vill IX X Xl XII

Mitigation Cost 21 ,-IG 37 03 34 57 37 41 42 18 29 62 26 23 28 16 31 52

Enhancement 1 0:5 C, 7-r 1 05 1 05 1 41) 1 05 o 70) 1 115 C) 70)Cost

Environmental 0 55 0 55 0 59 O 82 (:1 8 0 80 1' 74 Cl 80: 0 901Monitoring Cost

Institutional i1 57 C 49 0 49 C' 49 0 4 49 1 49 1-1 49 C' 49 0 59Capacity

StrengtheningCost

Total 23.24 38.78 36.70 39.77 44.88 31.97 28.16 30.50 33.71EnvironmentalManagement

Cost

Project Cost 251144 2689 46 2677 11i: 4529 48 3404 19 3674 57 2911 38 29(:7 83 3271 33

R&R Cost 1143 52

1.4 Environmental Clearances

The project would require statutory clearances from Government of India and Government of UttarPradesh and Bihar. The present status of the statutory clearances for the overall project work isdescribed below in Table 1.5

TABLE 1.5: STATUTORY CLEARANCES TO BE OBTAINED/ APPLIED FOR BY PIU, NHAI

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

1 No Objection Certificate Environmental Impact Uttar Pradesh Pollution To be obtainedfor the overall activities Assessment Control Board, Bihar

Notification, 1994 Pollution Control Boardissued under EP act,1986

2 Environmental Environmental Impact Ministry of Environmental To be obtainedClearance for Ayodhya Assessment and Forest, GOI, New



Bypass Notification, 1994 Delhi.issued under EP Act,1986

3 Felling of trees from Forest Conservation MoEF Regional Office (in To be obtainedRoW of Existing NH-28 Act, 1980 case of Uttar Pradesh

excluding AyodhyaBypass)

Uttar Pradesh StateForest Department (forAyodhya Bypass)

Bihar State ForestDepartment (in case ofBihar)

4 Construction activities The Ancient Archaeological Survey of To be obtainedwithin "Controlled area" Monuments and India (ASI)of Protected site - Archaeological SitesBuddha Stupa at km and Remains Act,334.000 1958

Apart from the clearances for the overall project work, the contractor has to obtain required clearancesfor operating his equipment and carrying out construction work. The clearances / no objectionCertificates (NOC) that have to be collected by the contractor after mobilization but before starting theconstruction work are listed below in Table 1.6.

TABLE 1.6: STATUTORY CLEARANCES TO BE OBTAINED BY CONTRACTOR

S. No. Construction Activity for which Statutory Authority Statute under whichClearance Required Clearance is required

1 Hot mix plants, Crushers and Batch Uttar Pradesh Pollution Control Air (Prevention andplants Board, Bihar Pollution Control Control of pollution) Act,

Board 1981 and the NoisePollution (Regulationand Control Rules, 2000)

2 Storage, Handling, and Transport Uttar Pradesh Pollution Control Hazardous Wastesof Hazardous materials Board, Bihar Pollution Control (Management and

Board Handling) rules, 1989and Manufacturing,Storage and Import ofHazardous ChemicalRules, 1989

3 Clearance for engineering for Uttar Pradesh Pollution Control EP Act, 1986location and layout of workers Board, Bihar Pollution Controlcamp, Equipment and storage Board Manufacturing, Storageyards and Import of Hazardous

Chemicals Rules, 1989

4 Quarries (if new quarries are Department of mining, Environment Protectionopened) Government of Uttar Pradesh Act, 1986

and Government of Bihar

Uttar Pradesh Pollution ControlBoard, Bihar Pollution ControlBoard

5 Discharges from the Labour Camps Uttar Pradesh Pollution Control Water (Prevention andBoard, Bihar Pollution Control Control of pollution) Act,Board 1974



6 Disposal of Bituminous Wastes, if Intimate to local civic body to Hazardous Wastesany use the local solid waste (Management and

disposal site Handling Rules, 1989

7 Withdrawal of Ground Water for Central Ground Water Board as EP Act, 1986Construction per MoEF notification dated 14

Jan' 97

The contractor will procure sand only from agencies licensed for collection of sand from river. Wherethe contractor directly engages in sand collection from river, (called as surface mining), he will berequired to obtain necessary permission from the State Irrigation Department.

In addition, any other clearance which supervision consultant or PIU, NHAI will feel required for thisproject will be procured by the Contractor. The contractor will submit an undertaking to ensure that nochild labor shall be used for any construction and to comply with the EMP provision to the PIU, NHAI.

Operations Research Group in association with spatial Decisions 1-7

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Chapter 2


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2. ENVIRONMENTALSETTING ANDIMPACTS SUMMARY

This chapter documents the major findings of the Environmental Impact Assessment process along withthe baseline conditions that have been used to formulate the Environmental Management Planincluding the mitigation and enhancement measures. The micro level data have been obtained fromwithin a width of 30m either side of the existing centre line and the macro level data, as per the MOEFguidelines for conducting EIA, have been collected from within 7 km radius of the project corridor.

2.1 Meteorology

The package stretch is located in humid sub-tropical region with marked monsoon effects. The climatehas distinguished features like hot summers, warm humid rainy season and cold winters. The summerseason is usually dry with high temperature ranging between 40-44 degree Celsius. The averagetemperature in the region during the winters is around 16 degree Celsius with temperature rangingbetween 3-20 degree Celsius. The following table shows the maximum and minimum temperatures inthe major districts falling under the package:

TABLE 2.1: MAXIMUM AND MINIMUM TEMPERATURES IN MAJOR DISTRICTS WITHIN THE PROJECT STRETCH

Consultancy District Mean Maximum Temperature Mean Minimum TemperaturePackages Month Temperature (° C) Month Temperature (0 C)

C-111/1,5 Gopalganj May 44.0 January 4.0

C-l1l/1 East May 43.0 January 3.0Champaran

C-l1l/1 Muzaffarpur May 45.0 January 3.0

C-11I/2,5 Gorakhpur May 44 December 3.5

C-Ill/5 Dewaria May 43 December 3.0

C-Ill/5 Kushinagar May 44 December 3.0

The predominant wind direction in the stretch is easterly and westerly throughout from October to Juneand shifts easterly or southeasterly from July to September. The average wind velocity is 5 km/hr. Theregion on an average records a relative humidity of 74%. Annual rainfall varies between 1200 mm to1300 mm out of which around 50-60 mm of rain occurs in January to February and 50-60 mm of rain inOctober to December. The rainy season generally spans June to September. The maximum andminimum rainfall in the months of June to September is given in Table 2.2

Operations Research Group in association with SpaHial Decisions 2-1


TABLE 2.2: MAXIMUM AND MINIMUM RAINFALL IN MAJOR DISTRICTS

Rainfall, mm(Maximum-Minimum)

District June July August September

Gorakhpur 215-60 340-157 450-260 420-240

Dewaria 220-65 330-165 470-265 427-230

Kushinagar 220-70 335-175 455-275 440-240

Gopalganj 255-80 360-190 515-310 430-255

East Champaran 230-65 375-175 490-290 45-265

Muzaffarpur 260-75 360-180 510-275 450-240

Since above mentioned months are of heavy downpour, thus the data would be useful to the contractorfor planning measures required to prevent soil erosion, water logging etc.

The project is expected to bring a slight change in micrometeorology by raising daytime temperature onthe road surface and soils with felling of trees. The impact is categorized as low adverse.

2.2 Physical Environment

2.2.1 Physiography

The topography of the entire section of the project stretch is open, plain and rolling. The average slopeof the terrain is around less than 5 cm per Km and the fall of the slope is generally towards Southeastdirection. The impacts of the project on topography include:

* Disfiguration and change in existing profile of the land due to widening and strengtheningof the existing road and construction of new bypass.

* Disturbance to geological setting/profile of the earth strata due to quarrying.

* Uncontrolled diggings of borrow pits resulting in water accumulation and breeding ofmosquitoes causing vector disease.



2.2.2 Land Use

The predominant land use in the area is agriculture with unirrigated cropland and small grasslands.Mainly three crops are produced in a year viz Rabi, Kharif & Jayad. Paddy, wheat, sugarcane, potatoand maize are the main crops. The arable land comprises around 80 percent. The project corridor fallswithin Type-IV seismic zone with moderate to high seismic coefficient but the project is not expected tohave any impact on the seismic stability of the area.

2.2.3 Soil

The soils occurring in the entire project have wide variations especially in drainage and texture.Dominantly, the soils are very deep, imperfectly to poorly drained, fine-loamy to fine in texture and areneutral to slightly alkaline in nature. The expected impacts of the project on the receiving environmentinclude soil erosion, loss of productive soil, soil contamination and soil compaction and loosening oftopsoil etc.

2.2.4 Ambient Air Quality

The air quality in the project region is generally good, as most of the project stretch comprises of ruraland pristine environs. The air pollution hotspots are primarily the congested built-up areas and themajor intersections along with sensitive receptor locations such as schools, colleges and hospitals.

* During construction, sources such as large construction equipment would be responsiblefor short- term impact.

* Site levelling, clearing of trees, laying of asphalt, construction of bridges, procurementand transport of raw materials from quarries and borrow pits, are likely to degrade airquality due to generation of dust.

* Dust would be generated from haulage of materials and detouring of traffic on non-permanent temporary pavement etc.

* It is proposed to use fly ash for highway embankment construction from Tanda and KantiThermal Power Plants. Fly ash transportation may result increase in suspendedparticulate matter concentration during construction if adequate measures are not takenduring its transportation, dumping and use.

* Hot mix-plants will substantially contribute to the deterioration of air quality due toemission of oxides of sulphur, Hydrocarbons and particulate matter.

* During the construction period, temporary impacts include generation of odour fromconstruction activities as well as from the construction camps.

* Dust would be generated from haulage of materials and detouring of traffic on temporarypavement etc.

* During operation phase, marginal increase in the air pollutant levels is expected due tothe increased speed and volumes of vehicular traffic on the project road.



2.2.5 Water Resources

Surface water bodies include natural drainage channels (rivers, stream and canals) and static waterbodies. Besides, a large number of irrigation channels of Gandak Project, several tube-wells are therein the area for irrigation purposes.

The major flowing surface water bodies intersecting the project highway include rivers Saryu and Tehriat proposed Ayodhya Bypass, Mayderma at Ch. 168.2, Kwano at Km 194, Katnaiya at Km 213.2, Amiat Km 204.4, Little Gandak at Km. 311, Herawati at Km. 317.3, Gaghi at Km. 328, Jarahi Nalla at Km.346, Daha at Km. 374, Gandak at Km. 423, Big Gandak canal at km. 443 and Danda (Tributary of BurhiGandak) at Km. 489. Besides these, a large number of irrigation channels of Gandak Project intersectthe highway stretch.

2.2.5.1 Drainage

The project involves widening and strengthening of the existing highway and therefore, no significantimpacts have been envisaged on drainage. The impacts can be summarised as:

* Change in drainage pattern of the land and increased incidence and duration of floodsdue to obstruction of natural drainage courses by the road embankment.

* Increased incidence and duration of floods due to obstruction of natural drainage coursesby the road embankment.

* Constriction of drainage channels due to bridge construction leading to loss of aquaticlife.

* Change due to filling of existing drainage courses during earth filling.

* Improper management of drainage during operation phase may lead to filthyenvironment.

2.2.5.2 Water Quality

The water quality is very good in the region and ground water forms a major source of water forconstruction. The impacts on water resources include deterioration of water quality and loss of waterresources. The impacts can be summarised as:

* Disposal of solid and liquid wastes from labour camps, fuel and lubricant spills or leaksfrom construction vehicles, pollution from fuel storage and distribution sites and that fromhot- mix plants is likely to affect water quality.

* Use of water for construction activities such as compaction, suppression, concrete worketc. may place a demand upon local water supplies.

* Loss of water resources due to complete or partial filling up of ponds and other waterbodies.

* Slight increase in siltation in major bridge locations.

* During construction and operational stages due to increase in impervious surfacesediment load in the runoff from construction sites, increase in the turbidity of receivingstreams/water bodies.



In the operation stages pollutants from vehicles and accidental fuel spills may also maketheir way into receiving environment resulting in contamination of water bodies.

2.3 Noise Levels

The existing noise levels at the commercial locations, junctions and built-up areas in the project stretchmostly exceed the daytime noise standards. The nighttime standards are mostly met at all the locations.The high noise levels during the daytime can be attributed to the traffic bottlenecks created byinadequate carriageway width of the existing highway,

* There is a likely increase in noise levels during construction stage due to movement ofconstruction machinery and construction activities.

* In densely populated areas e.g. town ships and markets along the road the noise levelswill be higher during construction.

* Higher noise levels will also be observed when there is a traffic bottleneck (or a high mixof slow and fast moving vehicles) or when the speed of traffic stream is slow and idling ofvehicles.

* During the operation stage of the project, due to reduction of vehicular engine noise (as aresult of reduced congestion, smoother flow of traffic), vehicular body noise (as a resultof reduced development roughness) and reduction of blowing of horns would invariablybring the noise levels further down. Though relative noise levels will come down with'with project' scenario, noise levels will exceed permissible levels at sensitive receptorlocations.

2.4 Biological Environment

2.4.1 Flora and Fauna

There is a significant loss of flora expected due to the project and there are no endangered speciesfound within the project impact zone. The flora impacted is primarily the roadside trees planted as partof Social Forestry and fauna impacted is primarily domesticated animals.

* The main impact on flora involves the removal of trees and grubbing of vegetative coverfor construction and a clear zone within the Right of the Way (RoW). There are 1,02,091trees in the ROW, out of which 57,532 trees will be felled.

* The impacts on flora may include loss of trees and canopies, compaction of vegetation,pollution and dust accumulation on vegetation.



* The number of trees affected has been calculated as per the best alternative decided forwidening the highway taking into account minimum land acquisition, minimumdisturbance to utility services and other features and least impact on the environment.

* The most significant impact of the proposed project will be removal of some old trees ofBargad, Neem, Pipal, Imli, Sisham, Arjun, Mango, Chilbil, Pakaria and Ashok. However,some of these trees have already lived their life and are showing signs of decay. Further,some of the trees are situated at the edge of the carriageway and are hazardous to thetraffic. In view of the loss of roadside plantation, compensatory afforestation has beenproposed @ 1:2, that is, for every tree felled two trees need to be planted as per theForest (Conservation) Act, 1980.

2.5 Social Environment

2.5.1 Human Use Value

2.5.1.1 Cultural Properties

Archaeological Properties

Under the Project Influence Zone, one of the principal centres of Buddhist pilgrimage, at Kushinagar, issituated at a distance of 400 m at Km. 317. The Site is protected under the Archaeological Survey ofIndia and the State Archaeological Department. This is the place where Lord Buddha left his corporealself and attained Nirvana. Lots of tourists visit this place from different parts of the country as well asfrom abroad, throughout the year.

At Fazilnagar (km 334), one ancient Buddhist mount (Stupa) is located within 300 m of the road. Thissite seems to have been missed out from the list of archeologically important sites identified in theDetailed Project Report. This site is 'protected' (since 1920) and ASI has recently completed fencing ofthe entire site. Construction of a boundary wall (by CPWD) will also start soon. These steps were feltnecessary for conservation and protection of this national monument. .As the site is located within 300m of the proposed road, clearance from ASI, as per " the Ancient Monuments and Archeological Sitesand Remains Act, 1958 (amended in 1992)" would be necessary before any construction activity starts.

There are other sites in the project stretch protected under the Archaeological Survey of India and theState Archaeological Department. As such all these sites are situated at more than 100 m. from existinghighway and the ASI clearance is not required. The same has also been confirmed by Mr. A.C. Tripathi,Conservator, Archaeological Survey Department, Kushinagar.

Roadside Religious StructuresThere are a total of 200 temples, 59 Hindu shrines and 19 Mazar/Mosques built up in the entire stretchof the project highway located within 30 m of central line of the existing road on either side.

These cultural properties require shifting and relocation. Public consultation in details has been carriedout for relocation & shifting of these cultural properties outside the RoW. However, efforts have been



made to protect the sensitive cultural properties by shifting the highway alignment on other side as faras technically feasible.

Schools and Hospitals

There are a number of schools, colleges and hospitals that lie in the vicinity of the highway and arelikely to be impacted. The exact nature and extent of the impact has been studied under the SA , whichalso gives the mitigation measures. The details of schools and hospitals in the project stretch are givenin the EIA report.

2.6 Summary of Impacts of Project

The project will provide easier free flow of traffic between Ayodhya and Muzaffarpur. The improvedconnectivity will bring prosperity to these economically under developed regions. The proposed bypasswill also decongest already congested cities such as Ayodhya. There will also be adverse impacts ofproject relating to the hydrology, drainage, increased pollution load and break in landscape. There willbe increased strain on environmentally sensitive receptors, consumption of (non renewable) resources,and increased pollution loads during construction period. The adverse impacts will also includevehicular pollution in the area. The assessment of adverse Environmental Impacts in detail has beenthe subject of Environmental Impacts assessment study. Table 2.1 summarizes the identifiedenvironmental impacts of the Project.

TABLE 2.2: ENVIRONMENTAL IMPACTS MATRIX

SignificanceS. Attribute Description of ImpactsNo. C ro Construction Operation

1 Physiography /Land Visible and significantimpact on physiography ofthe region, permanentchange in the land use,medium and temporarysoil erosion during pre Medium Medium Lowconstruction andconstruction stage,compaction andcontamination of soil.

2 Air Quality Direct adverse impact onair quality due to exhaustemissions andconstruction activity, whichwill last almost throughoutthe pre-construction toconstruction period. Amajor source of dustduring the construction Low High Lowstage will be from stonecrushing operations andthe vibrating screen. Dustwill be generated due toprocurement and transportof raw materials fromquarries and borrow sitesto the construction area.


INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZWFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

Significance

No. Attribute Description of Impacts PNo. Constructon Construction Operation

3 Water Resources/ Alteration of drainage,Quality increased sedimentation,

loss of drinking water Medium High Mediumsources, degradation ofwater quality and effect onecosystem.

4 Consumption of Natural Earth: The total quantity ofResources earth required for

Ayodhaya - MuzaffarpurConstruction materials: stretch of NH-28 is

11,501,482 m3. Along theEarth alignment and existingFly ash National Highway-28 more

than 108 borrow pits haveQuarry Materials been identified. The exact

location of these borrowSand areas have been

Water described in EIA report.

Fly ash: Fly ash will beprocured from the Tandaand Kanti Thermal powerstations. The contractor ofrespective package willprocure the fly ash fromrespective Power Plantsand transport it to projectsite in closed dump truck.Fly ash will be directlydumped on theembankment. Bulldozerwill spread the materialand a compactor will be Low Medium Lowused for compaction. Nostock piling will berequired. 1,360,837m offly ash will be used forAyodhya-Muzaffarpursection of the stretch inPackages I, Xl, XII.

Quarry Materials:Ayodhya-Muzaffarpursection of the stretchwould requireapproximately 6,476,107m of quarry materials.

Sand: Sand requirement is27,12,122 m3 for theproject stretch.

Water: Ayodhya-Muzaffarpur section of thestretch would require3,814,311 KL of water forconstruction works.

5 Noise Noise pollution due tovehicular movement and Low High Mediumconstruction activity.



SignificanceN. Attribute Description of ImpactsNo. C ro Construction Operation

Construction

6 Ecology/ Flora/ Fauna 57,532 trees are proposedto be cut within the RoWfor the proposed project.All these trees are Low Medium Lowcommon native plants, noendangered or rare plantsare present among them.

7 Human Use Values It has been estimated that Mediumthe Ayodhya-Muzaffarpurstretch of NH-28 bypasswill require acquisition ofaround 233.952 ha of land.

8 Archaeological/Protected 278 temples and mosques LowMonuments And Other within RoW of the entire BeneficialCultural Properties project stretch between

Ayodhya and Muzaffarpurare existing. The affectedstructures will be relocatedbefore the start of theconstruction at these sites.


i

I

I


Chapter 3


I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR

FINAL GENERAL EMP

3. ENVIRONMENTALMANAGEMENTACTION PLAN

This chapter documents the description of various environmental management actions required toaddress environmental issues identified during baseline study and reported in EIA. The actions includemitigation measures, enhancement measures, environmental monitoring and institutional capacitystrengthening exercise for pre-construction, construction and post-construction stage of the project.

All the suggested environmental management actions and reporting system need to be followed by theresponsible parties during pre-construction, construction and operation stages of the project.

TABLE-3.1: ENVIRONMENT MANAGEMENT ACTION PLAN

Operations Research Group in association with Spatial Decisions3-1


S. No. Environmen Assessed Location Avoidance, Mitigation and Enhancement Measures Reference Implemen Responsibilitytal Impact Document tation

Parameter Time Implement SupervisionFrame ation

Pre-construction (PC) Stage

Physical Environment

PC 1. Land PC 1.1 Borrow Pits a) Finalizing the borrow areas from the list of locations MoRTH: Pre- Contractor/ PIUResources Loss of identified by the DPR Consultants for borrowing earth 305.2 and constructi Environme

productive and all logistic arrangements as well as compliance to MoRTH: on Stage ntal Expertsoil environmental requirements as applicable, will be the 305.2.2.2 of SC

sole responsibility of the contractor. The contractor willnot start borrowing earth from select borrow area until Annexurethe formal agreement is signed between landowner and VI (EMP)contractor.

No borrow areas will be developed without the contractorobtaining prior written approval from the land owner.

Locations finalized by the contractor shall be reported tothe environmental expert of the SC who in tum will reportto the PIU.

Planning of haul roads for accessing borrow areas will beundertaken during this stage. The haul roads shall berouted to avoid agricultural areas as far as possible andwill use the existing village roads wherever possible.

b) Construction camps shall be located with adequateprovisions as per the guidelines in Annexure II.

Constructio The construction camps will be located at least 500 m During Environmentan camps, away from habitations at identified sites and 200m away Establish Contractor I Expert of SCstorage from water sources to avoid contamination and spread of ment, and PIUgodowns water-borne diseases. Operation

Sufficient measures will be taken in the construction Annexure II andcamps, i.e. provision of garbage tanks and sanitation g of Suchfacilities. Waste in septic tanks will be cleared CampSperiodically. Garbage will be collected in a tank and Campsdisposed off daily.





Hot mix c) Hot-mix plants and batching plants shall be located MoRTH: During Contractor Environmentaplants and sufficiently away from habitation, agricultural operations 111.5 Erection, I Expert of SCbatching or industrial establishment. Such plants will be located at Testing, and PIUplants least 1000 m away from the nearest habitation preferably Operation

in the downwind direction. andDismantling of SuchPlants

PC 1.2 Locations The contractor as per prevalent rules will carry out Contractor EnvironmentaLand Use of negotiations with the landowners for obtaining their I Expert of SCChange temporary consent for temporary use of lands for construction sites/ and PIU

land hot mix plants/ traffic detours/ borrow areas etc.requirements The Environmental Expert of the SC will be required to

ensure that the clearing up of the site prior to handingover to the owner (after construction or completion of theactivity) is included in the contract.

PC 2. Ambient Air PC 2.1 Entire a) Frequent dust suppression by water sprnkling shall be MoRTH During Contractor PIU,Quality Dust and stretch carried out at the quarries and along the project road 118.1 Constructi Supervision

odour affected by dust generating operations. Frequency of on Consultantgeneration water sprinkling at least twice a day (morn/even-before Mobilisatio

peak traffic hours). Frequency of sprinkling to be n Periodincreased in summers & durng high wind conditions.

Transport of raw material (earth, stones & aggregates)shall be done in covered vehicles to minimize dust MoRTHgeneration durng transit. 111.9

Traffic Management Plans for traffic diversion to bemade and implemented by contractor. Temporarysurfaced slip roads to be provided for diverted traffic to MoRTH:reduce dust generation. 112.1,

112.5Pollution Masks to be provided to transporting vehicledrivers.

Construction camps shall be located and managed as Annexure II Contractor Environmenta

Operations Research Group in association with Spoaial Decisions 3-3




per the guidelines provided in Annexure 11 To prevent kEMP) I Experl of SCodour in the nearby habitation. and PIU

b) Fly ash will be procured from the identified Tanda andFly ash Kanti thermal power Station. Contractor will work out Annexure I Contractor/

proper haul road network for transportation of fly ash (EMP) Environme PIUfrom plant to project site. If any village road is identified ntal Expertfor the transportation of fly ash, the road will be improved of SCbefore starting the transport work. The haul road willavoid agricultural land and will use the existing villageroad network wherever possible.

The contractor will consult the Environmental Expert ofthe SC before finalizing the haulage network. SC in turnwill report to the PIU before giving final approval to thecontractor.

Fly ash will be transported in wet form to avoid fugitivedust. Proper care shall be taken to cover the vehiclestransporting fly ash.

There shall be no dumping of fly ash on agricultural landor near water body.

PC 3. Water PC 3.1 Areas a) Construction camps shall be located atleast 200 m During Contractor SupervisionResources Contamina around away from any sensitive water resources like surface Constructi Consultant,

tion of constructio water bodies. on PIUwater n camp Mobilisatioresources b) Transportation of soils etc. during the pre-construction n Period

Entire stage shall ensure proper handling of the raw material sostretch as not to result any contaminated runoff into water

resources.



S. No. Environmen Assessed Location Avoidance, Mitigation and Enhancement Measures Reference Implemen Responsibilitytal Impact Document tatlon


PC 3.2 Entire b) During the design stage of the project, maximum During DPR PIULoss of stretch efforts were made to reduce the number of community Constructi Consultantcommunity and private water sources to be affected by project by onand private varying the alignment of highway. Mobilisatiowater n Stageresources Before dismantling of any hand-pumps or wells, Supervision

relocation / opening of new water sources shall be Contractor, Consultant,carried as per the consultations held with the village PIU PIUcommunities. Wells and hand pumps to be retained ornew ones shall be covered with flat apron, draining waterinto the ditch.

Locations c) The contractor will source the requirement of waterfor preferentially from ground water after getting approval Contractor Environmentaconstructio from State Ground Water Department. The contractor I Expert of SCn water can also use the ponds, which are not in use by the and PIU

community or identified to be filled up for the project. Hewill set up own bore well facility for construction work. Hewill not be allowed to pump from the surface waterbodies used by the community. In that case, before usingany pond water, contractor will inform the owner. Toavoid disruption/disturbance to other users of water, thecontractor will extract water from fixed locations andconsult the Environmental Expert of SC before finalizingthe locations.

Biological Environment

PC 4. Flora Loss of Entire Vegetation will be removed from the corridor of impact Forest Before Contractor SC and PIU,trees stretch before the commencement of construction. Approval of (Conservati Constructi NHAI

Forest Department shall be obtained prior to removal of on) Act, on Startsidentified trees. Trees & plants going to be uprooted 1980shall be compensated @ 1:2 in accordance with Forest(Conservation), Act and as per the numbers given in EIA& EMP. The trees and plants thus planted shall bemaintained for three years.

Tree clearing within RoW would be avoided beyond whatis directly required for construction activities and or to _





reduce accidents. Trees to be cut will be clearly marked.

Social Environment

PC 5. Land PC 5.1 Corridor of a) Avoidance measures were taken during the design RAP Before DPR PIU, NHAIResources Acquisition impact and environmental screening study of the project to Document Constructi Consultant

of Land minimize the acquisition of land for the purpose of the on Startsproject. Before

All the titleholders and Project Displaced People (PDP) RAP Constructi NGOs,shall be relocated as per the measures and entitlements Document on Starts Collaborati PIU, NHAIbeing described in the RAP before the start of the ngconstruction. Agencies,

PIU

PC 5.2 Corridor of b) All community properties lost due to the project will be MoRTH: Prior to Contractor, PIURelocation impact relocated with prior approval of the concerned agencies 110.3 start of PIUof and with the consent of the owner before construction constructiCommunity starts, on any section of the project corridor. on work

Property The Contractor will be in-charge of construction of theseproperties. The relocation will be completed beforeconstruction starts and will be done under thesupervision of environmental expert of SC.

PC 5.3 Corridor of c) Sites for relocation of religious structures will be Pnor to Contractor, PIU, NHAIRelocation impact identified in accordance with the choice of the start of PIU, NHAIof Cultural community. The contractor in consultation with local constructiProperty people will finalize design of these structures. The entire on workResources process (i.e. selection of relocation sites and designs)

will be under the supervision of Environmental Expert ofSC.

Relocation will be completed before construction starts.

Construction (C) Stage






C 1. Land C 1.1 Loss Borrow a) Borrow pits shall not be dug continuously in a stretch. MoRTH: During Contractor EnvironmentaResources of Topsoil Pits, The location, shape and size of the designated borrow 305.2 Constructi I Expert of

Constructio areas shall be as approved by the Engineer and in on SC, PIUn sites, etc. accordance to the IRC-1 0-1961 recommended practice

for borrow pits for road embankments. No borrow areashall be opened without permission of the EnvironmentalExpert of SC.

Topsoil up to a depth of 0.15 m from all permanently MoRTH:covered areas (construction sites etc.) and borrow areas 300shall be stockpiled for productive reuse.

At least 10 % of the acquired area for constructionpurposes shall be kept for stockpiling of fertile topsoil.

Precautions shall be taken while stockpiling. Slope of MoRTH:stockpile shall not exceed 1:2 (V:H) to retain soil & allow 305.3.9percolation of H20 and edges of the pile shall beprotected by silt fencing. The piles shall be covered with MoRTH:gunny bags/tarpaulin. The maximum height of the 301.7stockpiles shall be kept less than 2 m.

Construction on the cleared soils shall begin as soon aspossible to avoid soil erosion. Top soil shall not beunnecessarily trafficked either before stocking or when instockpiles. Slope stabilisation shall be done by turfingand planting bush grass.

Stockpiled top soil will be returned to cover the disturbedarea & cut slopes. Residual top soil will be used forredevelopment of borrow areas, landscaping alongslopes, medians etc.

Contractor will rehabilitate the borrow areas as soon asborrowing is over from a particular borrow area in Annexureaccordance with the Guidelines for redevelopment of VI (EMP)borrow areas or as suggested by Environmental Expertof SC.



S. No. Environmen Assessed Location Avoidance, Mitigation and Enhancement Measures Reference LImplemen Responsibilitytal Impact Document tation


Quarry b) The contractor will obtain materials from quarries that MoRTH: During Contractor Environmentasites are the licensed one. If new quarries are to be opened, 111.3 constructi I Expert of SC

the contractor will obtain permission from Department of on and PIU,Mining of the respective state as well as from State NHAIPollution Control Board.

C 1.2 Soil Entire a) Slope protection shall be provided on embankments MoRTH: During Contractor EnvironmentaErosion stretch abutting water bodies by providing stone pitching for 306.2 Constructi I Expert of SC

slopes b/w 1:4 (V:H) to 1:2 (V:H). Retaining walls shall on and PIU,be provided at high embankments. NHAI

On road embankment slopes, slopes of cuts, fills etc.-soil erosion to be prevented by planting shrubs &grasses. On sections with high filling & deep cutting, theside slopes will be graded & covered with bushes &grasses.

MoRTH:Sides of borrow pits shall have slope not steeper than 305.2.2.21:4 (V:H) to regulate depth of the pit.

Table 4.2Soil will be monitored for erosion at select locations as (EMP) P I U, NHAIper the monitoring plan mentioned in General EMP. SC

C 1.3 Entire a) Heavy, wide and slow moving vehicles should be kept MoRTH: During Contractor EnvironmentaCompactio stretch away from the sensitive routes such as agricultural land. 112.6 Constructi I Expert of SCn of Soil Use of heavy machinery on productive land is to be on and PIU,

minimized. NHAI

Limitation on the axle load shall be identified such that MoRTH:topsoil is protected from compaction. 305.2.2.2





C 1.4 Near Fuel shall be stored in proper bounded areas. MoRTH: During Contractor PIU, NHAIContamina constructio 201.2A Constructi and SCtion of Soil n site, All spills and collected petroleum products shall be on

asphalt disposed off in accordance with the guidelines framed byplants etc. Ministry of Environment & Forests, New Delhi and

respective State Pollution Control Board.

Maintenance and refuelling of vehicles, machinery andother construction equipment shall be carried out in sucha fashion that spillage of fuels and lubricants does notcontaminate the ground.

An "Oil Interceptor" shall be provided for wash down andrefuelling areas.

Debris generated due to the dismantling of the existingroad will be suitably reused in the proposed construction, MoRTH: During Contractor Environmentasubject to the suitability of the materials and approval of 112.2, Constructi I Expert of SCthe Environmental Expert of SC as follows: MoRTH: on and PIU,

112.6, NHAI* The sub-grade of the existing pavement shall MoRTH:

be used as embankment fill materials 201.2 andMoRTH:

* The existing base and sub- base material shall 301.3.11be recycled as sub-base of the haul road oraccess roads

* The existing bitumen surface may be utilizedfor the paving of cross roads, access roadsand paving works in construction sites,temporary traffic diversions, haulage routesetc.

The contractor will suitably dispose off un-utilized debrismaterials including spoils of material unsuitable forembankment; either through filling up of borrow arealocated in wasteland or at pre-designated dumplocations, subject to the approval of the EnvironmentalExpert of SC.



S. No. Environmen Assessed Location Avoidance, Mitigation and Enhancement Measures Reference Implemen Responsibilitytal Impact Document tatbon


At locations identified for dumping of residual bituminouswastes, the dumping will be carried out over a 60 mmthick layer of rammed clay so as to eliminate thepossibility of leaching of wastes into the ground water.

The contractor will ensure that the surface area of suchdumping pits is covered with a layer of preserved topsoil.

All arrangement for transportation during constructionincluding provision, maintenance, dismantling andclearing debris, where necessary will be consideredincidental to the work and will be planned andimplemented by the contractor as approved and directedby the Environmental Expert of SC.

The pre-designed dump locations will be a part ofcomprehensive solid waste management plan to beprepared by Contractor in consultation withEnvironmental Expert of SC.

Debris generated from pile driving or other constructionactivities shall be disposed such that it does not flow intothe surface water bodies or form mud puddles in thearea. The contractor shall identify dumping sites. Theidentified locations will be reported to the EnvironmentalExpert of SC. Location of dump sites will be finalisedprior to earthworks on any particular section of the road.

No fly ash will be disposed in any disposal site. Careshall be taken to return the remaining fly ash afterconstruction work to the source or to use it inconstruction of embankment elsewhere with properconstruction measures. SC will keep strict vigil on thisaspect.

Non-bituminous wastes other than fly ash may bedumped in borrow areas covered with a layer of theconserved topsoil. No new disposal sites shall becreated as part of the project, except with prior approval


INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYOOHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP



of the Environmental Expert of SC.

All waste materials will be completely disposed and thesite will be fully cleaned before handing over.

Table 4.2 Contractor P I U, NHAISoil will be monitored for contamination as per the (EMP) throughmonitorng plan at locations to be identified by the approvedEngineer. monitoring

The Environmental Expert of SC will certify the site after agencyapproval.

The contractor at his cost shall resolve any claim ansingout of waste disposal.





C 2. Ambient Air C Entire a) All crushers identified to be used in construction shall MoRTH: Contractor EnvironmentaQuality 2.1 Generat Project conform to relevant dust emission control legislation of 111.5, I Expert of SC

ion of Dust Stretch the respective SPCB. MoRTH: and PIU,111.9, NHAI

Clearance for siting shall be obtained from the respective MoRTH:SPCB. Alternatively, only those crushers that are already 118.1,licensed by the SPCB shall be used. MoRTH:

All Hot mix plants shall be fitted with dust extraction 112.2systems.

SPM value at a distance of 40 m from a unit located in acluster should be less than 500 g/m3. The monitoring isto be conducted as per the monitoring plan.

Excavation and transport of earth shall be done duringthe daytime only to minimize risks of the spills etc. fromthe earthwork on the community.

Transport of the soil/earth shall be done by covering thehaulage vehicles with tarpaulin or any other good qualitymaterial.

Dust suppression measures in the form of watersprinkling on the lime / cement and earth mixing sites,asphalt mixing site and temporary service and accessroads.

Frequency of water sprinkling to be kept atleast twice(morn/even- before peak traffic hours). At air pollutionsensitive zones, frequency of water sprinkling to beincreased, particularly during summers & high windconditions.

Traffic detours shall not be located on areas with loosesoils. Temporary pavement shall be made by usingdismantled pavement material from existing roads.





All construction workers shall be provided with pollutionmasks to mitigate the effect of dust generation on thehealth of workers.

Fly ash will be transported in covered dump trucks to theproject site and will be directly dumped on theembankment. This will not be stock piled at the projectsite.

C 2.2 Entire a) All vehicles, plants and machinery used during During Contractor EnvironmentaGeneration Project construction shall conform to the emission standards Constructi I Expert of SCof Exhaust Stretch promulgated under the Environment (Protection) Act, on and PIU,Gases 1986. N HAI

Regular maintenance and pollution control measuresshall be undertaken for all the vehicles, equipment andmachinery used during construction.

Traffic detours and diversions shall be designed such asto minimize bottlenecks and ensure smooth traffic.

ContractorAir pollution monitoring shall be carried out at specified through P I U, NHAIlocations as described in the monitorng plan to verfy Table 4.2 approvedthat air pollution norms are being followed by the (EMP) monitoringcontractor and the air quality at the construction site agencydoes not exceed the prescribed limits.





C 3. Water C 3.1 Ponds a) Silt fencing shall be provided along ponds within the MoRTH: During Contractor EnvironmentaResources Contamina direct impact zone intercepting highway to prevent 306, Constructi I Expert of

tion of siltation in water body. Such ponds shall not be getting MoRTH: on SC, PIU,Water impacted during construction. 111.4, NHAIResources MoRTH:

Temporary drains shall be prepared to dispose off the 113.13Rivers, eroded sediments and to prevent them from entenng the

pcndls, etc surface water bodies.i ~~~~~~~~~~~~~~ponds etc.

To prevent contamination of water resources due tocontaminants from construction camps, adequatesewage disposal measures shall be taken care of atconstruction camps.

Contaminated discharges containing oil/grease Drawingcontributed by vehicle parking/repair areas and No 5workshops and construction sites shall be collected and Ntreated using oil interceptors. (EMP)

Construction work close to water bodies shall be avoidedduring monsoon.

The contractor will ensure that all construction vehicleparking location, fuel/lubricants storage sites, vehicle,machinery and equipment maintenance and refuellingsites will be located at least 1000 m from rvers andirrigation canal/ponds or as directed by theEnvironmental Expert of SC.

. ~~~~~~~~~~~~~ContractorBoth ground and surface water quality will be monitored through P I U, NHAIas per the monitoring plan at select locations. Table 4.2 approved

(EMP) monitoringagency





C 3.2 Loss Community a) Pond enhancement measures shall be provided for MoRTH: During Contractor Environmentaof Ponds and community ponds getting impacted to slight degree and 301.5 Constructi I Expert ofCommunity Wells falling within the right of way as per the design provided on SC, PIU,Water in annexure of specific EMP. The enhancement NHAIResources measures will include provision for stepped access to the

edge of water, providing flat boulders for washing, stonepitching for slope stabilisation etc. Drawing

Roadside wells shall also be enhanced as per the design (nEoM7)general EMP.

The contractor shall provide recharge pits underproposed urban drains in areas with medium to low MoRTH:water table such as in stretches of Uttar Pradesh. 305.352Ground water extraction for agrcultural purpose is highin these areas and recharging shall help in improving thewater table besides helping in run off management.

C 3.3 a) The contractor shall provide RCC covered drains in MoRTH: During Contractor EnvironmentaWater urban locations in areas with high water table such as in 305.3.2 Constructi I Expert oflogging stretches of Bihar for storm water runoff management. on SC, PIU,

The drains shall be connected to proximal culverts. NHAI

C 3.4 While working across or close to the Rivers, the Dunng Contractor EnvironmentaDisruption contractor shall not prevent the flow of water. If for any constructi I Expert ofto other bridgework, etc., closure of flow is required, the on SC, PIU,users contractor shall seek approval of the Engineer. The NHAI

engineer will have the right to ask the contractor to servenotice on the downstream users of water sufficiently inadvance.

Construction work expected to disrupt users andimpacting community water bodies will be taken up afterserving notice on the local community.

C 4. Noise Increase in Entire The plants and equipments used for construction shall MoRTH: During Contractor EnvironmentaEnvironment Sound stretch strictly conform to Central Pollution Control Board 111.13, constructi I Expert of

Levels (CPCB) noise standards. MoRTH: on SC, PIU,111.1, NHAI




Parameter Time Implement Supervision

Parameter TiFrame ation

Vehicles, equipments and construcLIon macrilnery shall M1oRTHbe monitored regularly with particular attention to MoRTH:silencers and mufflers. 302.4,

Construction activities such as crushing, concrete MoRTH:mixing, batching shall not be allowed between 9 PM to 6 112.1,AM where the villages and residences are located within MoRTH:150m from construction sites. 112.5,

MoRTH:Noisy construction shall not allowed upto a distance of 111.5100 m from sensitive receptor locations between 9 AM to6 PM.

Workers in the vicinity of high noise levels must wear earplugs, helmets and should be engaged in diversifiedactivities to prevent prolonged exposure to noise levelsof more than 90 dB(A).

Blasting operations shall be undertaken so as to produceminimum vibrations in sensitive areas.

Traffic management plans prepared durng constructionmobilization period shall also be implemented duringconstruction stage. Effective traffic management shallespecially be taken care of in sensitive locations, majorbuilt-up areas and along important highway junctions.

Asphalt mixing sites and the batching plants should be ata distance of at least 200 m from sensitive receptorlocations.

Noise limits for construction equipment used in thisproject (measured at one meter from the edge of theequipment in free field) such as compactors, rollers, frontloaders, concrete mixers, cranes (moveable), vibratorsand saws shall not exceed 75 dB(A), as specified in theenvironment (Protection) Rules, 1986.

AnnexureContractor will provide noise barriers at selected IlIl (EMP)





sensitive receptor locations. Details of noise barriersshall be as provided in Annexure IlIl of the EMP.

EnvironmentaTable 4.2 ~~~~~~~I Expert ofTable 4.2 SC, PlU,

Monitorng shall be carried out at equipment yards and (EMP) NHAIother select locations as per the monitoring plan.

P I U, NHAI


C 5. Flora Loss of Entire Compensatory afforestation shall be done @ 1:2 (for Forest During State PIU, NHAIRoadside project every tree cut, two trees to be planted). Planting shall be Conservati Constructi ForestPlantation stretch done as per the planting strategy described in Annexure on Act, on Departmen

IV of the EMP. State Forest Department shall be solely 1980 tresponsible for compensatory afforestation.

Avenue plantation shall be done @ 750 saplings per Km PIU, NHAI(taken together either side) along the entire project NHAIstretch. Avenue plantation will be the sole responsibility Annexureof NHAI. 80% survival rate of the saplings shall be IV (EMP)ensured.

EnvironmentaShrub plantation at median shall be done @ 333 shrubs Contractor I Expert of SCper Km for median width of 1.5 m (single row of shrubs) and PIU,and 666 shrubs per Km for median width of 4.5 m (two NHAIrows of shrubs). 90% survival rate of median shrubs willbe ensured. Median plantation will be the soleresponsibility of the Contractor. Contractor PIU, NHAI

It is proposed to include automated piped irrigation andsystem on a model basis for two packages (Package VII Environme& VIII) for median plantation with median width of 4.5 m. ntal ExpertThe set up will include PVC pipe work, sprinklers with of SCvariable arc nozzles, valves to regulate flow of water,filtration unit and an automation unit. Provisions havebeen made in the budget for the same in specificpackages. The budgets do not include structural/civilwork of any kind, except trenching and back filling.

Operations Research Group in association with Spaihal Decisions 3-17




C 6. Fauna Poaching Entire It shall be the duty of the Contractor to ensure that all the During Contractor Environmentaof animals, project works carried out as part of the project implementation Constructi I Expert of SCfishes, stretch during the construction stage shall not cause any on and PIU,accidents damage or disruption to the fauna. NHAIinvolvingdomesticat Strict rules regarding unauthorized poaching of animalsed animals and fishing shall be enforced among the constructionetc. workers to ensure these activities do not occur.

In case any rare/endangered animal species are foundduring construction, the Contractor shall be responsibleto intimate the wildlife protection authorities in the area.

Social Environment



S. No. Environmen Assessed Location Avoitdance, Mitigation and Enhancement Measures Reference Implemen Responsibilitytal Impact Document tation


C 7. Human C 7.1 Entire Detailed Traffic Management Plans prepared prior to MoRTH: During Contractor EnvironmentaHealth & Increased Project commencement of works on any section of road shall be 112.4, Constructi I Expert of SCSafety Accident Stretch executed. The contractor shall make sure that adequate MoRTH: on and PIU

Risks due traffic management plans are available especially near 112.1,to High sensitive receptors in the direct impact zone MoRTH:Speeds, 112.5Increase in The contractor shall take all necessary measures for theVehicular safety of traffic durng construction and provide, erectPollution and maintain such barricades, including signs, markingand other flags, lights and flagmen as may be required by thework Engineer for the information and protection of trafficrelated approaching or passing through the section of thersks. highway under improvement. Before taking up any

construction, an agreed phased programme for thediversion of traffic or closer of traffic on the highway shallbe drawn up.

One-way traffic operation shall be established wheneverthe traffic is to be passed over part of the carriagewayinadequate for two-lane traffic. This shall be done withthe help of temporary traffic signals or flagmen keptpositioned on opposite sides during all hours.

For regulation of traffic, the flagmen shall be equippedwith red and green flags and lanterns/lights.

Temporary diversion shall be constructed with theapproval of the Environmental Expert of SC.

The Contractor shall ensure that the running surface isalways properly maintained, particularly during themonsoon so that no disruption to the traffic flow occurs.

The Contractor shall take all necessary measures for thesafety of traffic durng construction.

Care shall be taken to ensure that the working conditionsfor the workers in stone quarries are up to the requiredstandards.

Operations Research Group in associotion with Spatial Decisions 3-19




Construction related activity resulting in direct release ofcriteria pollutants (CO, HC, NOx, S02, SPM, RSPM, Pb)to be avoided at busy locations at night during winters.

C 7.2 Labour It shall be the responsibility of the contractor to make During Contractor EnvironmentaDeteriorati camp and adequate provisions for workers at labour camps under Constructi I Expert of SCon of entire the Factories Act, 1948. Dwelling units shall be supplied on and PIUindoor air project with clean fuel for domestic purpose. Generation ofquality and stretch carbon monoxide under any circumstance shall not berisk of allowed.waterborne Contractor shall make sure that no water stagnationdiseases happens in the vicinity of construction camp as well as

anywhere along the project stretch to prevent spread ofmalaria & other water borne diseases.





C 7.3 Loss Temporary access will be built at the interchange of the MoRTH: During Contractor Environmentaof Access highway and other roads. 112.7 Constructi I Expert of SC

on and PIU,The contractor shall provide safe and convenient NHAIpassage for vehicles, pedestrians and livestock to andfrom side roads and property access connecting theproject road. The construction activities that shall affectthe use of side roads and existing access to individualproperties shall not be undertaken without providingadequate provision.

The construction works will not interfere with theconvenience of the public or the access to use andoccupation of public or private roads, railways and anyother access footpaths to or of properties, whether publicor prvate.

It is contemplated that the work - zone will remainaccess-able throughout the construction period ifotherwise, then access across the work-zone should beprovided for two slots every day during construction (2hours in the morning and 2 hours in the afternoon). Forthis purpose the contractor shall maintain a strp ofpavement across the work zone of such quality that lightmotor vehicles (LMV) can pass without difficulty ordanger of breaking down.





C 7.4 The contractor will provide erect and maintain necessary Annexure II During Contractor EnvironmentaHealth and (temporary) living accommodation and ancillary facilities (EMP) Constructi I Expert of SCHygiene for labour up to living standards and scales approved by on and PIU,Impacts on the SC at the locations identified foe such facilities in pre NHAIConstructio construction phase. Guidelines for provision of thesen Camps facilities shall be followed as provided in Annexure II.

The contractor will also guarantee the following:

Supply of sufficient quantity of potable water (as per IS)in every work place/labour campsite at suitable andeasily accessible places and regular maintenance ofsuch facilities.

If any water storage tank is provided it will be kept at adistance of not less than 15m from any latrine drain orother sources of pollution.

If water is drawn from any existing well which is withinclose proximity of any latrine, drain or other source ofpollution the well will be disinfected before water is usedfor drinking.

All such wells will be entirely covered and provided witha trap door, which will be dust proof and waterproof.

A reliable pump will be fitted to each covered well. Thetrap door will be kept locked and opened only forcleaning or inspection, which will be done at least once amonth.

Testing of water will be done every month as perparameters prescribed in IS 10500:1991.

Environmental Expert of SC will be required to inspectthe labour camp once in a week to ensure thecompliance of the EMP.

Operations Research Group in association with Spotial Decisions 3-22




Contractor shall be responsible for proper functioningand management of sanitation and sewage system asper the guidelines provided in Annexure II.

All latrines shall be provided with dry-earth system(receptacles), which shall be cleaned at least four timesdaily, and at least twice during working hours and kept ina strict sanitary condition. Receptacles shall be tarredinside and outside at least once a year.

Adequate health care is to be provided for the workforce. On completion of the works, all such temporarystructures shall be cleared away, all rubbish burnt,excreta tank and other disposal pits or trenches filled inand effectively sealed off and the outline site left cleanand tidy, at the Contractor's expense, to the entiresatisfaction of the engineer.

C 7.5 Risk Adequate precautions will be taken to prevent danger MoRTH: During Contractor Environmentafrom from electrical equipment. No material on any of the sites 106 Constructi I Expert of SCElectrical will be so stacked or placed as to cause danger or on and PIUEquipment inconvenience to any person or the public. All necessary(s) fencing and lights will be provided to protect the public.

All machines to be used in the construction will conformto the relevant Indian Standards (IS) codes, will beregularly inspected and properly maintained as per ISprovision and to the satisfaction of the Engineer.





C 7.6 Two identified locations of Archaeological importance are During Contractor EnvironmentaImpacts on at Kushinagar (Km 317) and at Fazilnagar (Km 334). Constructi I Expert of SCArchaeolog Buddhist pilgrimage at Kushinagar does not require any on ASI and PIUical clearance from ASI, being at a distance of more than 300 ClearanceProperty m. But Buddhist stupa at Fazilnagar is at a distance of for

200 m from road and requires ASI clearance; the same Buddhistwill be applied by NHAI. However, for both sites, stupa atcontractor shall take reasonable precaution to prevent Fazilnagarhis workmen or any other persons from removing and to be takendamaging any such article or thing and shall, by NHAI.immediately upon discovery thereof and before removalacquaint the Engineer of such discovery and carry outthe Engineer's instructions for dealing with the same,awaiting which all work shall be stopped 100 m alldirections from the site of discovery.

The Engineer shall seek direction from theArchaeological Society of India (ASI) before instructingthe Contractor to recommence work on the site.

C 7.7 All necessary and adequate care shall be taken to MoRTH: During Contractor EnvironmentaImpacts on minimize impact on cultural properties which includes 301.5 Constructi I Expert of SCCultural cultural sites and remains, places of worship including on and PIUProperty temples and shrines, etc., graveyards, monuments and

any other important structures as identified duringdesign.

All conservation and protection measures will be takenup as per design. Access to such properties from theroad shall be maintained clear and clean.

Other Activities

C 8. Orientation The PIU shall organize orientation sessions during all Annexure V During PIU, NHAI ESDA, NHAIneed of stages of the project for staff of Environmental Cell, field (EMP) Pre-Implementin level implementation staff of PIU, Environmental Expert Constructig Agency of SC and Contractor. on andand Constructi

Budgetary provision is made in the EMP for the same.





Contractor on

Operation (O) Stage


0 1. Ambient Air Increase in Project Perodic monitoring of the ambient air quality shall be Table 4.2: During NHAI NHAIQuality Concentrat stretch done at select locations as per the monitoring plan. EMP Operation

ion of Pollutant monitoring will be the sole responsibility ofPollutants NHAI.in AmbientAir

02. Water Contamina Project NHAI will ensure that all drains are periodically cleared Table 4.2: During NHAI NHAIResources tion of stretch especially before monsoon season to facilitate the quick EMP Operation

Water passage of rainwater and to avoid flooding. MonitoringResources shall be done at flooding locations, water bodies etc. as

per the environmental monitoring plan provided in theEMP.

0 3. Noise Increased Sensitive Ambient noise levels shall be periodically monitored as Table 4.2: During NHAI NHAIEnvironment Noise due Receptor per the environmental monitoring plan at select sensitive EMP Operation

to High Locations receptor locations to check the efficacy of the proposedSpeeding noise barriers at these locations.Vehicles

0 4. Soil 0 4.1 Soil Entire Soil erosion shall be monitored at select locations for silt Table 4.2: During NHAI NHAIerosion project load as per the environmental monitoring plan of the EMP Operation

stretch EMP.

0 4.2 Soil Entire Soil contamination shall be monitored at accident or spill Table 4.2: During NHAI NHAIcontaminat project locations as per the environmental monitoring plan of the EMP Operationion stretch EMP.


0 5. Flora Loss of NHAI shall be responsible for monitoring survival rate of Table 4.2: During NHAI NHAIFlora all plantations as part of compensatory afforestation, EMP Operation

avenue plantation and along median for a period of five





years.

NHAI will be responsible for regular monitoring of the During PIU, NHAI PIU, NHAIproposed automated piped irrigation system to ensure Operationsuccess of the same.

Social Environment

O 6. Changes in Ribbon Entire NHAI shall take initiative and act as facilitator to prepare During NHAI & NHAILand Use developme stretch an action plan for balanced regional development in Operation LocalPattern nt along consultation with Local Development Authority and Stare Authorities

the bypass Government along with local NGOs to control the ribbon (Revenuedevelopment along the project road including new Dept. andBypass. A land use regulation control, if applicable need Local Civicto be adopted. Bodies)

A land use zoning map may be developed under whichup to a particular distance from the RoW of the alignmentespecially in new bypass stretch, no development will beallowed.

A separate governing body may be formed with therepresentation of NHAI, Revenue Dept., Local CivicBody with the power of taking necessary action, ifrequired to remove un-authorised development along theroad. This special body will meet periodically for onceevery year for five years after construction is over and forthrce every year dunng construction phase. It willmonitor the development along the road.

Necessary hoarding will be erected including theavailability of RoW and legal charges for encroachmentof RoW.

Budgetary provision is made in the EMP to control theribbon development along the bypass stretch.



Chapter 4



4. ENVIRONMENTALMONITORINGREPORTING ANDIMPLEMENTATION

The monitoring programme is devised to ensure effective implementation of the EMP. The monitoringprogramme contains monitoring plan for all performance indicators, reporting formats and necessarybudgetary provisions. Monitoring plan for performance indicators and reporting system is presented inthe following sub sections. Budgetary provisions are presented in Chapter 5.

4.1 Performance Indicators

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

. Environmental condition indicators to determine efficacy of environmental managementmeasures in control of air, noise, water and soil pollution.

. Environmental management indicators to determine compliance with the suggestedenvironmental management measures.

. Operational performance indicators have also been devised to determine efficacy and utilityof the proposed mitigation measures.

The Performance Indicators and monitorng plans prepared for proposed projects are presented in Table 4.1

TABLE 4.1: PERFORMANCE INDICATORS FOR AYODHYA - MUZAFFARPUR SECTION OF NH-28

S.No. Details Indicator Stage Responsibility

Pre-Construction Stage

A Environmental Management Indicators and Monitoring Plan

1 Locations for dumping of Dumping Pre- Contractorwastes have to be identified Locations Constructionand parameters indicative ofenvironment in the area has tobe reported



FINA L GENERAL EMP


2 Location of construction Construction Pre- Contractorcamps have to be identified Camps Constructionand parameters indicative ofenvironment in area has to bereported

3 Location of borrow areas have Borrow Areas Pre- Contractorto be finalized from identified constructionlists and parameters indicativeof environment in the area hasto be reported

4 Progress of tree removal Tree Cutting Pre- Contractormarked for cutting is to be Constructionreported

Construction stage

B Environmental Condition Indicators and Monitoring Plan

The parameters to be Air Quality Construction Contractor through approvedmonitored, frequency and monitoring agencyduration of monitoring as wellas the locations to be Noise Level Construction Contractor through approvedmonitored will be as per the monitoring agency

Monitoring Plan prepared Water Quality Construction Contractor through approvedmonitoring agency

Soil Quality Construction Contractor through approvedmonitoring agency

2 Progress of measures Tree Construction Contractor for median, and PIUsuggested as part of the Plantation for avenue plantationstrategy is to be reported

3 Contractor shall report Top Soil Construction Contractorimplementation of themeasures suggested fortopsoil preservation toenvironmental expert,supervision consultant.

C Management and Operational Performance Indicators

1 The number of trees surviving Survival Rate Operation The environmental expert,during each visit will be of Trees Supervision Consultant will becompared with the number of responsible for monitoring up tosaplings planted the construction period. After this

period PIU will be responsible formonitoring over period of 5 years.

2 The Environmental expert of Status Operation The environmental expert,SC and PIU will undertake site Regarding Supervision Consultant will bevisits to determine how many Rehabilitation responsible for monitoring up toborrow areas have been of Borrow the construction period. After thisrehabilitated in line with the Areas period the Environmental Cell oflandowners request and to the PIU will be responsible fortheir full satisfaction. monitoring over a period of 5

years.

3 The PIU will visit sensitive Utility of noise Operation The environmental expert oflocations along with the barriers at Supervision Consultant will beenvironmental monitoring select responsible for monitoring up toagency (responsible for Sensitive the construction period. After thismonitoring of noise levels Receptor period the Environmental Cell ofduring operation stage) to Locations the PIU will be responsible for



FINA L GENERAL EMP


check the efficacy of the noise monitoring over a period of 5barriers. years.

4.2 Monitoring Plan for EnvironmentalConditions

The environmental monitoring plan for the parameters to be monitored at various stages of the projectis shown in Table 4.2 below. The details of monitoring locations are presented in each Specific EMPdocument.



TABLE-4.2: ENVIRONMENTAL MONITORING PLAN

Monitoring Institutional ResponsibilityEnv. Project

Component Stage Parameter Special Guidance Standards Location Frequency Duration Implementation Supervisis on

High volume sampler to Air (PreventionSPM, be located 50 m from Air (Prevention Continuou Contractor

SPM be located 50ndConmrfrom sor fours 1 tul hprovedPghURSPM, the plant in the and Control of Hot mix Plant / Quarterly for s 24 hours throughP I UConstructio O, NH downwind direction Pollution) Batching Plant three years Tor 1 fu apnrtovreindg NHAISO,M NO he downhwind s directi. Rules, CPCB, working monitonngCO, HC Use method specified 1994 day agency

Construction by CPCB for analysisStage High volume Sampler to

be located 40 m from And Control of r he Qaeyo s4 ou troughSPM, the earthworks site Pn U,RSPM downwind direction. Pollution) construction is in three years orforifull approved NHAI

Stage meOt thi specifd b Rules, CPCB, progress at the working monitorngby CPCB for analysis

Air High volume sampler tobe located at 15 m fromthe edge of pavementin the downwind

Sdirection. Use method Air (Prevention ContinuouOperationsspecified by CPCB for anr Grop of AThree times s 24 hours

Operational RSPM, analysis. It is assumed andluContrlo locations iayerfor o fo 1 full NHAI NAStage SO 2, NOx, that highway shall be Polluton C B, mentioned in inea year or orkornu

CO, HC fully operational within Rues9 CCB Specific EMPs. ondyaawrknone year. Thus,monitoring for a yearshall be effective inassessing efficacy ofmitigation measures.





At selected End ofpH, BOD, Grab sample collected locations summer ContractorCOD, TDS, from source and Water quality mentioned in before the through I U

Construction TSS, DO, analyze as per standards by Specific EMPs onset of -approved pIUStage Oil & Standard Methods for CPCB for ground water onsoon approd NHAI

Grease and Examination of Water CPCB quality as well as monsoon monitorngPb and Wastewater surface water every year agency

quality. for 3 years

Watery All along theQuality Flooding locations to be Water quality corridor at some Twice in

Flooding identified and choked standards of selected monsoonFlooding drains, water bodies CPCB and locations as mosoo

Operational Cleaning of under going siltation cleaning shall specified by the monsoon NHAI NHAIStage Cleaning oft and subject to debris be to the Engineer NHAI meaonsoon a HINA

r bodies disposal should be satisfaction of Supervision seasons in amonitored under the engineer Consultant where year for 1cleaning operations NHAI drains and year

culverts exist.

Readingto be

Once very taken atFree_field at 1 m from monce every 15 Contractor

NOpeionse CnstructGoupn Noise the equipment whose 5onth(mx seconds through I U,Noiese CoStrucio levels on nos eesaebig standards by yrsyas s itra o prvdNALevels Stage ~~dB(A) scale noietlevmielsaed en CPCB yadreaurs, as 15 monitoring

determined r~~~~~~~~~~~~teequiredeb minutes agencythe ngieer every hour

and thenaveraged

Operations Research Group in ossociation with Spatial Decisions 4-5



Component Stage Parameter Special Guidance Standards Location Frequency Duration Implementation urs on

Readingsto be

Thrice a taken atEquivalent Noise levels At selected 15ea for at Contractor

Noise using an integrated Noise locations years durin seconds through P I Ulevels on noise level meter kept standards by locations yea du interval for approved PHIdB(A) scale at a distance of 15 m CPCB Specific EMPs. construction mu monitoring

from edge of pavement peidminutes agencyperiod avnedtevery hour

and thenaveraged.

At selectedEquivalent Noise levels standards by locations Readingsusing an integrated CPCB Spediic to benoise level meter kept Specific EMPs taken atat a distance of 15 m 15from edge of pavement. interval for

Opeatinal No'ise It is assumed that Thrice a 15Stage levels on highway shall be fully forice minutes NHAI NHAI

dB(A) scale operational within one year every houryear. Thus, monitoring and thenfor a year shall be averaged.effective in assessingefficacy of mitigationmeasures.

As specified by ~~Pre-Silt load in Asspecifideby At selected monsoon

SoilEroion Construction ponds, t--HeI engineer locations and post- --- Supervision P I U,Soil Erosion e waterNqali Wter mentioned in monsoon Consultant NHAI

courses standards Specific EMPs. seasons for3 years

Operations,Research Group in association with Spatial Decisions 4-6




Silt load in ~~~~As specified byAtslceOperational ponds, tspHeAi enner locations Three times NHAI NHAIStage water quality mentioned in one year

courses ~~~~standards Specific EMPs. oeya

Threshold for At productiveeach agricultural lands

Sample of soil contaminant abutting traffic ContractorConstruction collected, acidified and set by IRIS detours and Once every through P I UConstruction Pb, Cr, Cd analysed using database of traffic diversions, year for 3 approved NHAIStage absorption USEPA until to be identified years monitorng

spectrophotometry national by the Engineer agencystandards are (Max. of 3

Soil promulgated locations)Contamination Threshold for At accident / spill

each ~~locationsSample of soil contaminant involving bulk As per the

Operational Heavy collected, acidified and set by IRIS NHAI

Monitoingof:

Storage The parameters To theConstruction Area mentioned are further satisfaction of Atra Quartey inSites and Construction Dring elaborated in the the NHAI and an costoructione the --- Supervision P I U,Construction Stage Arrainagem reporting format. These the standards canmcosru construction Consultant NHAICamps rrnts m are to be checked for given in the Pstage

adequacy. reporting form.

Sanitatisd oa n 3 l

COnstructions Areearch mentionup are furhetonsrlcytior Wih of At sOperations Researchelaborated instheathenNwAthand SupervisionoPsI 4U,




n Camps

All along the Maintenance SaeFrsPlantation of Construction Rate of survival to be project corridor for five yeas Departmenttrees as checked after six yas(duringCompensato and s months, one year and as per The after construction PIU, NHAI

Operational 18 months in relation to Forest plantation period), PIUAfforestation Sttotal planted Consetion (during operation

Act, 1980 phase)

Plantaion ofConstrctionRate of survival to be Maintenance NHAI (duringPatationof Constutin 80% checked after six All along the for five years construction as

trees as and ~~survival months, one year and - rjc ordr atrwl soeain NHAIAvenue Operational rate 18 months in relation to4-Plantation Stag e total planted plantation phase)

Plantation of Construction Rate of survival to be Mitnce Pre- ContractorPlataton f Cnstucton 90% checked after 3 months, All along the Mitnce m son (during

shrubs and survival 6 months and then -median of the for five years mn onsoo construction PIU, NHAIalongthe peratonal rate every 6 months for 3 project stretch. atrwinter phs)PI

median Stage years. plantation period (during operationphase)



4.3 Reporting System

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

. Reporting for environmental condition indicators and environmental management indicators

* Reporting for operational performance indicators at the PIU level.

Contractor and construction supervision consultants operate the reporting system for environmentalcondition and environmental management indicators. The Environmental cell of PIU will operate thereporting system for environmental management operation performance indicators. The PIU will see thetargets for each activity envisaged in the EMP beforehand and all reports will be against these targets.Contractor will report to the environmental expert of construction supervision consultants, on theprogress of the implementation of environmental conditions and management measures as per themonitoring plans. The environmental expert of supervision consultants will in turn report to the PIU on aquarterly basis which will be reviewed and forwarded by the PIU to the World Bank. The quarterlyreports of the EMP will form an integral part of the 'Quarterly Progress Reports' that are to be regularlysubmitted to the Bank. A detailed reporting system for all the Performance Indicators has beendeveloped and is presented in Appendix 4. Reporting formats for contractors have been prepared,which will form the basis of monitoring, by the environmental expert of supervision consultants and/orthe environmental cell as required.

In addition to these formats, to ensure that the environmental provisions are included at every activity ofthe implementation by the contractor, it is suggested that the approval of the environmental personnelof the supervision consultants is required in the 'Request for Application to Proceed" or other similarreporting formats used by the constructor. These will not only ensure that the environmental provisionare addressed but also link the satisfactory compliance to environmental procedures prior to approval ofthe Interim Payment Certificate (IPC) by the supervision consultants. The activities by the contractorthat can impact the environment will be identified based on discussions between the environmentalspecialist of the PIU, team leader and the environmental personnel of the supervision consultants. Anew Reporting system has been proposed in the EIA based on use of Intranet and Internet computerapplication systems. Should it be developed and tested within the timeline for the implementation of theproject, it will be brought to use as per NHAI directions.

The decisions will be communicated to the contractor. Table 4.3 gives detailed monitoring and reportingsystem in current practice:


INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINA L GENERAL EMP

TABLE 4.3 DETAILED MONITORING AND REPORTING SYSTEM

Supervision Consultant Project Implementation Unit World BankContractor (S)(I)NHAI (Centre) )

Format Item OeseNo.Implema R rtion t S Reporting Field Report to Overse Report to Desired

andReprtng o Spevison to PIU Compliance NHAI (Center)Ovre WB SupervisionSC Monitoring

PRE - CONSTRUCTION STAGE

PC1 Target Sheet for EMP Reporting One Time One Time One time One time

PC2 Reporting for EMP Targets Monthly Monthly Quarterly Half Yearly Quarterly Half Yearly

PC3 Reporting for Tree Transplantation Monthly Monthly Quarterly Quarterly

Relocation of CommunityPC4 Resources Monthly Monthly Monthly Quarterly Quarterly Quarterly

CONSTRUCTION STAGE

C1 Target Sheet for EMP Actions One Time One time One time

Target sheet forC2 Enhancement/Mitigation Actions One Time One time One time

Target Sheet for RoadsideC3 Landscape One Time One time One time

Target Sheet for PollutionC4 Monitoring One Time One time One time

C5 Reporting for EMP Actions Target. One Time Fortnightly Monthly Quarterly Half Yearly Quarterly Half Yearly

C6 Temporary Acquisition of Land Monthly Monthly Monthly Quarterly Quarterly

C7 Borrow Area Identification One Time One Time One Time One Time One Time



Contrctor Supervision Consultant Project Implementation Unit NA(Cnr) World BankContractor (SC) (PIU) NWHAI (Centre) B)

Format Item Oversee/No. Item Im plementatio Supervision Reporting Field Report to Oversee Report to Desired

andReortngto uprviIson to PIU Compliance NHAI (Center)Ovre WB SupervisionSC Monitoring

C8 Stockyard Identification One Time One Time One Time One Time One Time

C9 Quarry Identification One Time One Time One Time One Time One Time

C10 Setting up Workers Camp One Time One Time One Time One Time One Time

Monthly ass Per Pollution per Quarterly as

C1l Pollution Monitoring Monitonng Plan Daily schedule Seasonally per schedule

Hygiene Reporting at Construction SurpriseC12 Camp Weekly Daily Monthly checks Quarterly

C13 Water Required for Construction Weekly Weekly Monthly Monthly Quarterly Half Yearly Quarterly Half Yearly

C14 Dust Suppression at Stock Yard Daily Daily Monthly Monthly Quarterly Half Yearly Quarterly Half Yearly

C15 Dust Suppression at Borrow Areas Daily Daily Monthly Monthly Quarterly Half Yearly Quarterly Half Yearly

Dust Suppression atC16 Quarry/Crusher Sites Daily Daily Monthly Monthly Quarterly Half Yearly Quarterly Half Yearly

C17 Road Safety One Time Daily Monthly Quarterly Quarterly Half Yearly Quarterly Half Yearly

C18 Summary Mitigation/Enhancements Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly

Enhancement/Mitigation of CulturalC19 Properties Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly

Enhancement/Mitigation of WaterC20 Bodies Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly



Contractor Supervision Consultant Project Implementation Unit NHAI (Centre) World Bank(SC) (PIU) (WB)

Format IpeettoNo. Item ImlmnainOversee/

and Reporting to Supervision Reporting Field Report to Oversee Report to DesiredSC ~~~~to PIU Compliance NHAI (Center) WB Supervision

Monitoring

C21 Enhancement of Road Junctions Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly

C22 Reporting for Road Side Plantation Monthly Fortnightly Monthly Quarterly Quarterly Yearly Quarterly Half Yearly

Survival Reporting for TransplantedC23 Trees Monthly Monthly Quarterly Quarterly Quarterly Yearly Quarterly Half Yearly

C24 Redevelopment of Borrow Areas Monthly Monthly Quarterly Quarterly Quarterly Half Yearly Quarterly Half Yearly

C29 Restoration of Construction Sites Monthly Monthly Quarterly Quarterly Quarterly Yeady Quarterly Half Yearly

C30 Disposal of Construction Debris Weekly Daily Monthly Quarterly Quarterly Yearly Quarterly Half Yearly

OPERATION STAGE

Target Sheet for Pollution01 Monitorlng One Time One time One Time

Survival Reporting of Transplanted02 Trees Quarterly Quarterly Yearly Quarterly Half Yearly

As Per Pollution04 Pollution Monitoring Monitorng Plan Seasonally Yearly Yearly Quarterly

Note: Supervision Consultant would use the same format of the contractor to SC for Reporting

Operations Research Group in association with Spatiol Decisions 4-12


4.4 EMP Implementation Arrangement

The NHAI is responsible for the implementation of the provisions made within the EMP through the PIU.The services of a supervision consultants will be procured to assist the PIU for monitoring theenvironmental aspects of the project during implementation (mainly pre-construction and constructionphases). Contractor will also have an environmental specialist who will provide key inputs to the projectimplementation.

The abovementioned implementation arrangements for the EMP's are shown in the following flowchart:

IF t| SUPER VISION |CONTRAC ItOR OSUTN

During During OperationConstruction{

fl r s t ~~~~~~~DuringENVIRONMENT ConstructionSPECIALIST

PROJECT ENVIRONMENTALIMPLEMENTATION MONITORING


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Chapter 5


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5. ENVIRONMENTALMANAGEMENT BUDGET

The environmental budget for various environmental management measures proposed in theEnvironmental Management Plan and the Environmental Monitoring plan are detailed in the specificEMP. The total budget for Training and mobilization cost is Rs. 4,452,750 and is provided in Table 5.1.

The details of various training modules are provided in Annexure V.

Besides provisions have been made in budget of Package I for holding stakeholder consultationmeetings to prevent ribbon development in Bypass region. Budgetary estimates have also been madefor independent monitoring of EMP compliance status throughout the entire project stretch. Besides,provisions have been made in budgets of specific EMPs to strengthen capacity of NHAI by providingequipments and other facilities at PlUs' offices. These will be shared among all the contract packagesalong the project stretch from Lucknow to Muzaffarpur.


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INDEPENDENT REVIEW OF ENVIRONMENTAL SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OF FINAL GENERAL EMPEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR

TABLE 5.1: BUDGET FOR TRAINING AND MOBILIZATION

Total Cost (including facilities,Component Training Program Timing Type of Days per Number of Unit Rate per Total Cost per Training training materials, site visit

training package trainees Person Day Project transportation if any, andcontingencies)

TP-1 (Training on environmentalissues related to highway, public

consultations, EIA, roadside 2 2500 270000vegetation, waste disposdal and soil

conservation)

TP-11 (Training on EMP, monitoring,evaluation and review techniques,construction stage environment atleast 3 2 2500 270000

concerns, design and implementation months @ 6 persons

CLUSTER 1 plans) before lectures 9 pacakges @ 1,080,000TP-111 (Training on legal and beginning of letrsRs 2,500 per

institutional aspects, WB guidelines, implementatio person dayvarious pollution control acts, and n 1.5 2500 202500

importance of communityconsultations)

TP4V (Training in controlling pollutionin highway operation, cross agency

responsibility, monitoring 2.5 2500 337500requirements and techniques,

performance indicators and reportingrequirements) I

TP-V (Training of environemental 6pTsurveys, data storage and analysis, durng initial . @ 6 persons f

CLUSTER 2 community consultations, basic GIS phases of semnars/lec 3 per package, for 3500 567,000 567,000systems and project management construction pes, pry

software, GPS) person day

TP-VI (Training on identification of atleast 3 @ 6 personsCLUSTER 3 borrow areas, and understanding on before lectures/ site 2 per package, forl 2000 216,000 216,000

reuse of borrow areas as fish ponds) conruction 9_pacakgers derconstruction person day

TP-VII (Understanding and @ 6 personsCLUSTER 4 | developing demonstration projects on During lectures/ site 45 9per package, for 3250 789,750 789,750

reuse of borrow areas which are on Construction visits 9 pacakges, perGovernment owned land) p _ erson day

ADMINISTRATIVE CHARGES INCLUDING LOGISTICS 1,800,000

TOTAL TRAINING AND MOBILISATION COST 4,452,750


An nexu res

Operations Research Group in association with Spafial Decisions

------


Annexure IFly ash Handling and Management

Technical Aspects

Following parameters need to be carefully tested and achieved before the usage of fly ash for roadconstruction purpose. Amongst the following, the parameters of fineness, lime reactivity and sulphitecontent are generally found to be within the range for Indian fly ashes. The parameters of moisturecontent and sand replacement though need to be carefully assessed and worked upon. Indian fly ashesare generally available in the form of slurry (wet form) and hence the moisture content needs to bebrought down to the required levels before usage for construction purpose. Also the criteria of sandreplacement should be carefully managed by the contractor since it is critical for provision of strength tothe construction work.

TABLE: SPECIFIC REQUIREMENTS OF FLY ASH CHARACTERISTICS FOR ROAD CONSTRUCTION

S.No Parameters Requirements for road construction

1. Fineness (sq.cm/gm) 3200

2. Lime Reactivity (Kg/sq.cm) 40

3. Moisture Content 15-30%

4. Percent replacement by fly ash in sand/soil 30-50%

5. Sulphite 2.75%

Fly ash and cover should be spread in layers of uniform thickness over the entire width of theembankment preferably by mechanical means and finished by motor grader. The motor grader bladeshall have hydraulic control so as to achieve the specified slope and grade. The cover soil and fly ashshould be laid simultaneously to ensure confinement of fly ash. Fly ash can be compacted usingvibratory or static rollers. Towed or self-propelled vibratory rollers are recommended. Two passeswithout vibration followed by 6 to 10 passes would be sufficient to compact individual layers.Regardless of the equipment used, fly ash must be compacted as early as possible after spreading.Smaller vibratory rollers with dead weights of 1 to 1.5 tonnes perform well on loose lifts of the order of10-15 cm. Medium weight rollers with dead weights in the range 6-10 tons, provide satisfactorycompaction for loose left thickness of about 25cm. When vibratory roller of dead weight 8-10 ton isused, loose lift thickness upto 40 cm can be adopted if site trials show satisfactory compaction. Whencompaction is carried out using only static roller of 8-10 ton weight, loose layer thickness should notexceed 20 cm. Clods or hard lumps in cover soil shall be broken to have a maximum size of 50 mm.

Management Aspects

Fly ash is usually delivered to the construction site in covered dump trucks to minimize loss of moistureand avoid dust problem. Pond ash generally contains enough moisture to prevent dusting, and mayeven contain excess moisture to create spillage during transport. Periodic inspection and lifting ashfrom relatively dry areas of pond would be necessary in such cases. The optimal moisture content of30-40% is required during transportation of fly ash to avoid dust generation from dry fly ash andexcessive spillage from wet fly ash on land.



Fly ash being a very fine material gets air borne easily and causes dust nuisance. Dust may also be asafety hazard and cause to environmental pollution. To avoid this, fly ash must be kept moist andtransported in covered dump trucks.

Fly ash may occasionally require onsite temporary stockpiling and in such cases adequate precautionsshould be taken to prevent dust nuisance by spraying water on stockpiles at regular intervals. Thecontractor shall take care that fly ash when needs to be stockpiled or mixed shall be dumped directly onthe embankment to be constructed and not on soil.

The surface of the fly ash stockpile may also be covered with tarpaulins or a thin layer of soil or othergranular material not subject to dusting.

The contractor shall take care that fly ash is graded and properly sloped (suggested slope is 1:2 forstockpiling of fly ash) at the end of each working day.

Traffic movements may be restricted to those areas which are kept moist, to prevent tyres of passingvehicles dispersing ash into the air.



Annexure 11Guidelines for Development and House Keeping of Construction Camps

Site Selection

* The construction yards will be located at least 200 - 500 m away from habitations atidentified sites. The living accommodation and ancillary facilities for labour shall be erectedand maintained to standards and scales approved by the resident engineer.

* All sites used for camps must be adequately drained. They must not be subject to periodicflooding, nor located within 200 feet of swamps, pools, sink holes or other surface collectionsof water unless such water surface can be subjected to mosquito control measures.

* The camps must be located such that the drainage from and through the camps will notendanger any domestic or public water supply.

* All sites must be graded, ditched and rendered free from depressions such that water mayget stagnant and become a nuisance.

Water Supply

An adequate and convenient water supply, approved by the appropriate health authority,must be provided in each camp for drinking, cooking, bathing and laundry purposes.Temporary accommodation shall be constructed and maintained in such a fashion thatuncontaminated water is available for the said purposes.

. Potable water supply systems for labour camps occupants shall be as per the designapproved by the Local Public Health Engineering Department and meet the water qualitystandards as prescribed by the State Pollution Control Board. In addition, the design of watersystem facilities shall be based on the suppliers Engineer's estimates of water demands.

The drinking water system must be monitored in accordance with the water qualityparameters as prescribed by the State Pollution Control Board. The water supply systemused for cooking purposes that is drained seasonally must be cleaned, flushed, anddisinfected prior to use. Furthermore, a water sample of satisfactory bacteriologic quality, i.e.a sample showing not more than one coliform bacteria per 100 ml sample must be obtainedbefore being placed into service.

At all construction camps and other workplace, good and sufficient water supply shall bemaintained to eliminate chances of waterborne/water-related/water-based diseases to ensurethe health and hygiene of the workers.

Toilet Facilities and Hygiene

* There shall be adequate supply of water, close to latrines and urinals.

* Within the precincts of every workplace, latrines and urinals shall be provided in anaccessible place, and the accommodation as per standards set by the Building and otherConstruction Workers (regulation of Employment and Conditions of Service) Act, 1996.Except in workplaces provided with water-flushed latrines connected with a water bornesewage system, all latrines shall be provided with dry-earth system (receptacles) which shallbe cleaned at least four times daily and at least twice during working hours and kept in astrict sanitary condition. Receptacles shall be tarred inside and outside at least once a year.



* Separate latrine and urinal shall be provided for men and women with adequate water supplyto all latrines.

* Toilet facilities adequate for the capacity of the camp must be provided. Each toilet roommust be located so as to be accessible, without any individual passing through any sleepingroom.

* A toilet room must be located within 200 feet of the door of each sleeping room. No toiletmay be closer than 100 feet to any sleeping room, lunch area or kitchen.

* Where the toilet rooms are shared, such as in multifamily shelters and in barracks typefacilities, separated toilet rooms must be provided for each sex. These rooms must bedistinctly marked "for men" and "for women" by signs printed in English and in the nativelanguage of the persons occupying the camp, or marked with easily understood pictures orsymbols. If the facilities for each sex are in the same building, they must be separated bysolid walls or partitions extending from the floor to the roof or ceiling.

* Urinals must be provided on the basis of one unit or 2 linear feet of urinal trough for each 25men. The floor from the wall and for a distance not less than 15 inches measured from theoutward edge of the urinals must be constructed of materials impervious to moisture. Wherewater under pressure is available, urinals must be provided with an adequate water flush.Urinals troughs in privies must drain freely into the pit or vault, and the construction of thisdrain must be such as to exclude flies and rodents from the pit.

Waste Disposal

* The sewage system for the camp must be designed, built and operated to the satisfaction ofthe concerned local State Govt. Department so that no health hazard occurs and no pollutionto the air, ground or adjacent watercourse takes place. Compliance with the relevantlegislation must be strictly adhered to.

* Garbage bins must be provided in the camps and regularly emptied and the garbagedisposed off in a hygienic manner to the satisfaction of relevant norms.

* Unless otherwise arranged for by the local sanitary authority, arrangement for disposal ofexcreta by incineration at the workplace shall be made by means of a suitable incineratorapproved by the local medical health or municipal authorities. Alternatively, excreta may bedisposed off by putting a layer of night soils at the bottom of permanent tank prepared for thepurpose and covering it with 15 cm layer of waste or refuse and then covering it with a layerof earth for a fortnight (by then it will turn into manure).

* On completion of the works, all such temporary structures shall be cleared away, all rubbishburnt, excreta tank and other disposal pits or trenches filled in and effectively sealed off andthe outline site left clean and tidy, at the Contractor's expense, to the entire satisfaction of theengineer.

First Aid

Injuries might occur during the construction period. It is therefore pertinent to provide first aidfacilities for all the construction workers. At construction camps and at all workplaces first aidequipment and nursing staff must be provided. Since many of the workplaces may be faraway from regular hospitals, an indoor health unit having one bed facility every 250 workersneeds to be provided.

Operations Research Group in association with Spafial Decisions 2


* Adequate transport facilities for moving the injured persons to the nearest hospital must alsobe provided in ready to move condition.

* The first-aid units should apart from an adequate supply of sterilized dressing materialshould contain other necessary appliances as per the factory rules of Uttar Pradesh.

Maintenance

* All buildings, rooms and equipment and the grounds surrounding them shall be maintained ina clean and operable condition and be protected from rubbish accumulation.

* All necessary means shall be employed to eliminate and control any infestations of insectsand rodents within all parts of any labour camp. This shall include approved screening orother control of outside openings in structures intended for occupancy or food servicefacilities.

* Each structure made available for occupancy shall be of sound construction, shall assureadequate protection against weather, and shall include essential facilities to permitmaintenance in a clean and operable condition. Comfort and safety of occupants shall beprovided for by adequate heating, lighting, ventilation or insulation when necessary to reduceexcessive heat.

Facility Design

Detailed studies of alternate systems of development have been examined. Where the habitation is tostay for a limited duration and eventually the site has to be cleared, the system of construction isproposed to be of a 'knock down' type, which is dismantled, packed, moved to another site and re-erected. All buildings are proposed to be single storeyed.

Adequate centralized open spaces, in layout, have been provided for present and future use. Alldesigns have been suggested keeping in view the economy of space, multiple use of enclosed space,and uniformity of construction while, at the same time, breaking monotony of style and providing anappropriate ambiance. The layout is conceived as a flexible development and can accommodate apopulation of varying from 200-800 workers.

Where the consideration is to develop the construction yard with alternative for future re-use by thelocal community, a more conventional style of brick and mortar construction may be substituted for theconstruction system proposed.

Residential Facilities

Men a) Compartmentalised, well-ventilated enclosures each accommodatingfour beds.i) With Central common storageii) With individual lockable storage

b) In compartmentalised barrack format with individual space for storageand a table.

c) In the form of bunk beds.



Area per person would vary from 2.5 m2 to 5 m2.

Skilled workmen In cluster of four room each accommodating 2-4 persons. Cluster is builtaround a courtyard. Structure, module is 3 meters. (This can bedeveloped as a two storeyed structure if so required).

Family Similar cluster plans for 4 to 8 families around a central courtyard.

accommodation These cluster units provide the opportunity for alternative reuse as

schools and other community facilities after completion of projectactivities, should it be so desired.

Non-Residential Facilities

Office space, Creche, and Clinic are proposed to be housed in hexagonal modular, pre-fabricated units.

Additional space requirement for any of the functions can be provided by additional modules.

System of Construction:

Base A brick platform laid in situ.

Wall System Modular units fabricated from Tabular steel (Square tubes) withcement boards (Bison board) 12 mm thick with appropriateanchorage system.

Windows Tabular Steel window to Fit wall module each having one fixed andone openable panel.

Roof. Tabular frame with double sheet of pressed metal with insulationsandwich.

Paving material BrickStone aggregates kept lose in bays.

Plant Material Fast growing plants / climbers, shrubs would provide relief fromatmospheric heat.

Power Source For night use: Solar batteries shall be used for generating lighting.

Water supply system : Source of water would be:a) Tubewellb) Harvested rain waterc) Recycled waterRecycled water is to be used for vehicle washing andhorticulture.Supply would be by gravity from central Overhead Tank.



Annexure IIINoise Barriers

Specific noise barriers are being proposed for sensitive receptor locations like schools and hospitals.3.3 m high plastered brick wall as provided in the DWG NO. 11 is from the road as level of road isslightly raised above the sensitive receptor structure. So, from the structure side, it will be 3.0 m high.

PROPOSED NOISE BARRIERS FOR SENSITIVE RECEPTOR LOCATIONS

Noise Barrier Type Criteria of Selection Proposed Action Suggested Location

Type A No space availability within Double-glazing of window Sensitive receptorRoW but boundary wall does panes.not get impacted.

Type B Boundary wall gets impacted Noise Barrier as 3.0 m Sensitive receptorwithin the RoW high plastered brick wall.

Gate entry if facinghighway to be shiftedsideways

Type C Space availability within the Noise Barrier as3.0 m Sensitive receptorRoW but boundary wall does high plastered brick wall.not get impacted. This would also serve as

boundary wall. Gate entryif facing highway, to beshifted sideways.


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Annexure IVTree Plantation Scheme

The proposed plantation scheme has been broadly classified into 2 categories, which are as follows:

Tree plantation along the Highway

Shrub/Herb plantation on medians

TREE PLANTATION ALONG THE HIGHWAYS

The technical specification for planting along the highway is as follows:

(i) Ornamental plants except last row

* Distance from embankment - 1.0 m away from the toe of the embankment

* Space between plant to plant - 3 m

* Space between rows - 3 m

* Size of pits - 60*60*60 cm

* Water logged areas - mounds with height varying depending on the water level

* Number of plants per km - 333

* Height of the plant - 1.5 m to 2 m

(ii) Shade plants (Last row)

* Distance from preceding row - 3 m

* Spacing between plant to plant - 12 m

* Size of pits - 60*60*60 cms

* Water logged areas - mounds

* Number of plants per km - 84

* Height of plants - more than 2 m

MEDIAN PLANTATION

* Distance from preceding row - 3 m

* Spacing between plant to plant - 3 m

* Size of pits - 45*45*45 cms

* Number of plants per km - 666 (double row of shrubs)

Plantation at community structures such as ponds and roadside wells will follow aforementioned treeand shrub plantation scheme.


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Annexure VTraining Module

Training Need

The environmental manager, the managers (Technical), the personal of the construction Supervisionconsultants and the Contractor, who would be responsible for the implementation of the EMP, need tobe trained on the environmental issues of road development project. To ensure the success of theimplementation setup proposed, there is a requirement of training and skill up gradation.

Training Components

The environmental training should encompass the following:

* Understanding of the relevant environmental regulations and their applications to the project.

* Main impacts of the project on environment.

* Mitigation measures as given in the EMP and their implementation.

* Duties and responsibilities of the contractors, Supervision Consultants and the staff of NHAIinvolved in the project.

Public /community consultation and its role during the implementation of the project.

Liaison with the other departments and relevant agencies (such as Forest Department)

Supervision of the implementation of the EMP and environmental issues during constructionand operation. Resolution of environmental and social issues and their reporting.

* Monitoring during construction and operation;

* Weekly, monthly and quarterly report preparations and submission.

The training programs are detailed as below:

Classroom Based Training Programs

Cluster 1:Training on EIA/ EMPand Public Consultation (for the staff of NHAI involvedin the project, staff of construction supervision consultant, contractor and collaboratingGovernment agencies). Outlines of training programs as per TP - 1, TP- 11, TP- 111,and TP - IV, as given below.

Cluster 2: Information Communication Technology Training for information capture forproject management activities using integrated GIS and PERT-chart systems(for thestaff of NHAI involved in the project, staff of construction supervision consultant,contractor and collaborating Government agencies). Outline of training program as perTP -V, as given below.

Operations Research Group in association with Spatial Decisions I


Field based Training Programs

Cluster 3: Developing contracts with land owners for borrow areas and reuseoptions(for the staff of NHAI involved in the project, staff of construction supervisionconsultant, contractor and collaborating Government agencies). Outline of trainingprogram as per TP -VI, as given below.

Cluster 4: Development borrow areas as demonstration projects emphasizing anyincome generation opportunities. (for the staff of NHAI involved in the project, staff ofconstruction supervision consultant, contractor and collaborating Government agenciesand the private land owners). Outline of training program as per TP -VII, as givenbelow.

TRAINING PROGRAMS (TP)

* Training program - I : Training on environmental issues related to highway, publicconsultations and environmental regulations and acts, Environmental Impact Assessment,natural resource management, green tunnels and roadside vegetation, selection of species,wildlife protection, protection of water bodies, protection and replacement of trees,wastewater disposal and soil conservation.

* Training program - 11: Training on basic features of an EMP, planning and designing ofenvironmental mitigation measures, environmental monitoring, evaluation and reviewtechniques, construction stages environmental concerns and mitigation, environmentaldesign and implementation plans in highway projects.

* Training program - III : Training on legal and institutional aspects, WB operationalguidelines, introductions to designs and implementation schedule for the project, laws andother statutes associated with highway project such as the labour laws, various pollutioncontrol acts, Environmental Act, Forest Act, Land Acquisition Act, importance of communityconsultations.

* Training program - IV : Training in controlling pollution in highway operation, cross agencyresponsibilities and co-ordination, Monitoring requirements and techniques, environmentalevaluation techniques, performance indicators, reporting requirements and mechanisms forthe project.

* Training program - V : Training of environmental surveys including ambient air, noise,biological and water quality surveys, data storage and analysis, contract documents andincorporation of environmental clauses, community consultation and participatory technologygeneration methods(Basic use of GIS systems and Project Management Software/ FieldBased Information Capture using GPS/ Operational Use of GIS and PM Software),contingency planning and management.

* Training program - VI: Contract documentation for use of borrow areas(wriKten consent ofland owners) and developing understanding of reuse of borrow areas as fish ponds,wetlands, sanitary landfills etc. (Linked to redevelopment of borrow areas for Governmentowned/ Community lands)

* Training program - VII : Understanding and developing demonstration projects on the reuseof borrow areas as fish ponds, wetlands, sanitary landfills etc. (Linked to redevelopment ofborrow areas for Government owned/ Community lands)



Annexure VIGuidelines for Borrow Area

The contractor will finalize the borrow area locations and will get approval from the EnvironmentalExpert of supervision consultant. The borrowing operation will not be carried out in cultivable lands,unless and until it is agreed by the Environmental Expert of Supervision Consultants that there is nosuitable uncultivable land in the vicinity for borrowing, or there are private land owners willing to allowborrowing in their fields.Borrow areas will be finalized based on the following criteria:

* Sufficient quantity of suitable soil is available from the borrow pit* The borrow areas are 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

The contractor will ensure that the excavation from identified borrow area will be directed by followingprinciples:

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 stretch3. Ridges of not less than 8 m width will be left at intervals not exceeding 300 m4. 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 stockpile3. A 15 cm top soil will be stripped off from the borrow pit and this will be stored in stockpiles in

a designated area for height not exceeding 2 m and side slopes not steeper than 1:2(vertical: horizontal)

4. The depth of borrow pits will not be more than 30 cm after stripping the 15 cm top soil aside.

Borrow areas located in elevated lands

At location where private owners desire their fields to be levelled, the borrowing shall be done to adepth of not more than 1 m or up to the level of surrounding fields.

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 of thebank or high flood level, whichever is maximum.



Borrow areas near settlements

1. Borrow pit location will be located at least 0.75 km from villages and settlements. Ifunavoidable, the pit will not be dug for more than 30 cm and drains will be cut to facilitatedrainage.

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 inaccordance with compliance requirements with respect to MoEF/UPPCB guidelines.

The contractor will facilitate inspection, supervision and monitoring of all borrow areas by the

Environmental Expert of supervision Consultants and PIU, NHAI and fulfill all environmentalcompliance. Any non-compliance will be the Contractor's liability.

Before starts 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-2B. The contractor will make an agreement in

writing with owner and collect necessary clearances and permissions from Environmental Expert ofSupervision Consultants before starting work.

Redevelopment Plan of Borrow Areas

A redevelopment plan will also be prepared by the contractor before starting the work and will be

approved by the Environmental Expert of Supervision Consultants. The redevelopment plan will include

the following:

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

cover and slope aspects• Time schedule of implementation Details of monitoring plan

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

start 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) andafter rehabilitation (post development phase) to ascertain the pre-post borrowing status of thearea.

The Environmental Expert of Supervision Consultants will regularly inspect these areas (to checkborrowing and redevelopment activities) at a frequency specified in monitoring planBorrow areas might be used for redevelopment based on area available, location and the writtenconsent of the owner with option of redeveloping it as fish pond.

In that case, such borrow area will be photographed after their post use restoration and EnvironmentExpert of Supervision Consultants will certify the post use redevelopment.



Guidelines for Management I Rehabilitation Plan for Quarry

GeneralThe contractor is required to take quarry material only from licensed quarries. In the case of existingquarries the contractor through the engineer's representative will have to ensure that all actions in thesequarries are in accordance with the environmentally sound and acceptable manner.In case the contractor establishes additional quarries and dedicated crusher plants, the contractor has to ensurethat all actions are in accordance with the environmental requirements.In the case of borrow areas Contractor need to specify a detailed arrangement including the validity with owner ofthe land.

Plan Required for Borrow / Quarry Areas

The contractor needs to develop a Borrow and Quarry area management plan providing at least thefollowing details:

* Name, location and ownership of the borrow or quarry area;

* Existing land use of the area (including the access road to be developed) to be quarried;

* Approximate quantity of the material available;

* The number of trees and the species of the trees to be removed;

* Total area involved;

* Arrangement with the owner;

* Whether purchased or leased;

* A statement from the owner saying the actual arrangement (not in terms of exact monitorycompensation) with him is agreeable for him;

* The exact restoration plan indicating the number of trees that will be planted;

* The action plan for leveling and landscaping in order to bring the area in conformity to theneighboring land uses; and

* The access roads rehabilitation.

The objective of the rehabilitation programme, is to return the quarry /borrow pit sites to a safe andsecure area which the general public should be able to safely enter and enjoy. Securing borrow pits/quarry sites in a stable condition should be a fundamental requirement of the rehabilitation process.This could be achieved by filling the quarry / borrow pit floor to approximately the access road level.Quarries and borrow pits will be backfilled with rejected construction wastes and will be given avegetative cover. If this is not possible, then excavation slopes will be smoothed and depression will befilled in such a way that it looks more or less like the original ground surface.During works execution, the contractor shall ensure preservation of trees during piling of materials;spreading of stripping material to facilitate water percolation and allow natural vegetation growth; re-establishment of previous natural drainage flows; improvement of site appearance; digging of ditches tocollect runoff; and maintenance of roadways where a pit or quarry is declared useable water source forlivestock or people nearby. Once the works are completed, and at own expense 'the contractor shallrestore the environment around the work site to its original splits.The quarry or borrow pit immediate surroundings should be developed as a low maintenance reserve,with significant areas of native trees and shrubs and areas of longer grass and tussocks forming the



open spaces. Walkways around the borrow site must be constructed. Provision for a future drive-inpicnic area and car-parking area may be developed.


' INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

Annexure VII

Reporting Formats(Turn to following pages)


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Consolidated Compliance Status on Environmental Management Plans for LMNHPContracts

(General Reporting Format: Reporting by Contractor to SC)

S. No. Issues Details Remarks by SC, if any

Site Clearance

* No. of trees Cut:

RHS:

LHS:

* Distance upto which trees are cut

From - km to - km (RHS):

From - km to - km (LHS):

2. Tree Plantation

* No. of trees planted

RHS:

LHS:

* Distance upto which trees are planted (km)

RHS:

LHS:

* Name of trees planted

3. Borrow area

1. Identification

* Location (s)

* Number of borrow areas used

* Number of borrow areas rehabilitated

* No. of settlements within 500 m of borrow area

* Distance from the nearest water source

* Quantity available (cum)

* Total capacity (cum)

* Area (square km)

2. Management

* Quantity of top soil removed

* Detail of storage of top soil

* Details of redevelopment plans

4. Top-soil manaaement



* Estimates of excavated soil

* Estimates of top soil re-used

5. Setting up of construction camp

1. Construction/Labour camp's location

* Location of camp

* Area of camp (sq. m)

* Present land use

* The nearest habitation

* Distance from the nearest habitation

* Distance from the nearest water body

* No. Of dwelling units

2. Details of topsoil stacking

* Quantity of topsoil removed (cum)

* Detail of storage of topsoil (describe stackingarrangement)

3. Details of Work Force

* Total number of Labourers

* Total number of male workers

* Number of male workers below 18 years of age

* Total number of female workers

* Number of female workers below 18 years of age

* Number of children

4. Water supply and Sanitation

* Specifications of drinking water tank

* Capacity of drinking water tank

* Capacity of water tank for WCs/ bathrooms and generalpurpose

* Number of garbage bins

* Frequency of waste collection and disposal

* Distance from final waste disposal site

* Total number of bathrooms for male workers

* Total number of bathrooms for female workers

* Total number of WCs

* Number of WC for female warkers

* Minimum size of WC

* Size of septic tank for WC/Baths

* Hygiene conditions around septic tank

5. Drainage

Operations Research Group in associotion with Spatial Decisions 2


* Details of wastewater drainage facilities

* Details of Storm water drainage facilities

6. Storage

* Storage facilities for construction equipment

7. Facilities at camp sites

* Fencing

* Medical care

* Creche facilities (day care centres)

* H IV posters

* Soak pits

* Availability of security guard

6. Site Management

Debris/Soil disposal plans

1. Location of disposal site

2. Volume of debrs disposed

7. Pollution control

1 .Noise

* Noise control devices on equipments

* Ear plugs provided / used

* Specific noise barriers

2. Dust

* Dust control devices

* Sprinkling of water

* Frequency of sprinkling

* Cover on the vehicles

* Cover on stocked material

3. Oil spillage

* Grease traps

4. Waste water

* Drainage

* Soak pits

5. Maintenance of equipment

8. Pollution monitorina durina construction

1. Air

* Details of location

* Duration of monitoring

* Instruments used

2. Water





* Instruments used

3. Noise



* Instruments used

4. Soil



* Instruments used

9. Workshop on Environmental management practices

10. Enhancement of Common Properties

* Name and location of the structure

* Site specific plans prepared

* Work started

* Work completed

11. Road safety

* Traffic diversion

* Signage


a INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

Annexure VilIBill of Quantity

BILL OF QUANTITIES FOR EACH OIL INTERCEPTOR

S. No. Item Description Unit Quantity

1 Excavation m3 57.54

2 Filling m3 24.78

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

4 R.C.C (M-30) m3 13.80

5 Reinforcement T 1.38

6 Manhole Cover

a) 1300 x 700 mm 1

b) 1600 x 775 mm 1

7 50 mm dia pipe railing m 2.50

8 Uniformly graded gravel m3 1.73

9 Uniformly graded sand used as oil filter m3 1.24separated by filter membrane

II. BILL OF QUANTITIES FOR EACH POND1

S. No. Item Description | Unit Quantity

Pond at Chainage 433.800

1 Sludge removal mi3 425

2 Earthwork m3 638

3 Brick masonry in cement mortar m3 84

4 Tree and shrub plantation No Site specific (to bedecided based on avenueplantation at the locationand as per the direction ofEnvironmental Expert ofSC)

1 Location of ponds are given in specific EMPs



Ill. BILL OF QUANTITIES FOR ROAD SIDE WELLS2


1 Masonry dismantling m3 50

2 Brick masonry in cement mortar m3 100

3 Plaster (1 cement: 6 sand) m2 200

4 Tree and shrub plantation around wells No Site specific

IV. BILL OF QUANTITIES FOR EACH NOISE BARRIER (3.3 M HIGH PLASTERED BRICK WALL PER RUNNING METRE)


1 Earthwork

Earthwork in excavation over areas(exceeding 30 cm in depth, 1.5 m in widthas well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50 mand lift up to 1.5 m, disposed earth to thelevel and neatly dressed.

All kinds of soil m3 0.59

Filling available excavated earth (excluding m3 0.16rock) in trenches, plinth, sides of foundationetc. in layers not exceeding 20 cm in depth:consolidating each depositing layer byramming and watering, lead upto 50 m andlift upto 1.5 m

2 Concrete work

Providing and laying in position cementconcrete of specified grade excluding thecost of centring and shuttering if required-All work upto plinth level

1:5:10 (1 cement: 5fine sand: 10 graded m3 0.09stone aggregate 40 mm nominal size)

Providing and laying cement concrete inretaining walls, return walls, walls (anythickness), including attached pilasters,columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchorblocks, plain window sills, fillets etc. uptofloor five level excluding the cost ofcentring, shuttering and finishing

1:2:4 (1 cement: 2 coarse sand: 4 graded m3 0.02stone aggregate 20 mm nominal size)

3 Damp proof course

Providing an laying damp proof course 50 m2 0.24mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size)

2 Bill of Quantity is provided for all road side wells in Package X.


p INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

Extra for providing and mixing Bags:Cem 0.04waterproofing material in cement concretework in the proportion recommended by themanufacturers.

Applying a coat of residual petroleum m2 0.24

bitumen of penetration 80/100 of approvedquality using 1.7 Kg per sq m on dampproof course after cleaning the surface withbrushes and finally with a piece of clothlightly soaked in kerosene oil

4 Brick work

Brick work with bricks of class designation75 in foundation and plinth in:

cement mortar 1:6 (1 cement: 6 fine sand) m3 1.19

Extra for brick work in superstructure above m3 0.75

plinth level upto floor V level

15 mm cement plaster on the rough side ofsingle or half brick wall of mix:

1 cement: 6 fine sand m2 7.58

V. BILL OF QUANTITIES FOR MEDIAN PLANTATION


1 Plantation of shrubs including the cost of Nos. Shrubs/Km in one rowsapling, preparation of surface, pit digging,planting, closure of pits and maintenanceinclusive of watering, de-weeding, casualtyreplacement upto 3 years and all items asconsidered necessary as per the plantationscheme.

VI. BILL OF QUANTITIES FOR AUTOMATED PIPED IRRIGATION SYSTEM (FOR MEDIAN WIDTH OF 4.5 M RUNNING AT A STRETCHOF 3.0 KM)

S. Item Description Unit QuantityNo.

1 Pipe work (laying and jointing PVC pipe, including earthwork in excavation and refilling)

a PVC pipe 75 mm-6 kg/cm2 m 3000

b PVC pipe 63 mm-6kg/ cm2 m 180

c PVC pipe 40 mm-6kg/ cm2 m 5616

2 Sprinklers and Accessories

a Pop up spray head with variable arc nozzle No 1152

b Pop up connecting assembly No 1152

3 Valves and Accessories

a PVC ball valve with flow indicator No 36

b Aluminium/plastic with fibre glass No 1reinforced air release valve



c Round valve boxes No T36

4 Filteration Unit

a Filter unit No 1

b Pressure guaze No 2

5 Automation Unit

a Valves No 36

b Valve boxes No 36

c Controllers No 3

d 24 volts Cables of variable type No 12000

e Pump No 1

f Connector No 112

g 220 volts armoured cable to connect field No 2000satellite with electric source points

Operations Research Group in association with Spaflal Decisions 4

r INDEPENDENT REVIEW OF ENVIRONMENTAL & SOCIAL ASSESSMENT PROCESS AND CONSOLIDATION OFEIA, EMP AND RAP REPORTS FOR AYODHYA TO MUZAFFARPUR SECTION OF EAST WEST CORRIDOR FINAL GENERAL EMP

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