public disclosure authorized...

E505Government of Uttar Pradesh VOL. 28Public Works DepartmentLucknow, India

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* ENVIRONMENTAL* MANAGEMENT PLAN..

* August2006

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* Ghaghaia Bridge at Chellanighat on!0* Sitapur-Bahraich Road

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* Fundirng Agency:*OPeratons Research Group Pvt. Ltd. The World Bank0

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Table of Contents

* S.No. Titles Page No

0 1.0 Introduction 1-1* 1.1 Cost of Bridge 1-2

* 2.0 Environmental Setting 2-12.1 Environmental Setting 2-12.2 Overview of Impacts of project 2-1

d 2.3 Clearance Requirement 2-3

* 3.0 Mitigation Measures, Monitoring Reporting and Implementation 3-13.1 Mitigation Measures 3-13.2 Monitoring Program 3-30

* 3.2.1 Performance Indicators (PLs) 3-303.3 Implementation Arrangements 3-36

* 3.4 Institutional Strengthening 3-453.4.1 Responsibilities of Implementation Agencies 3-45

3.5 Environmental Reporting System (ERS) 3-46* 3.6 Training 3-47

3.7 Construction Schedule for Chailari Ghat Bridge on Ghaghara River 3-48

* 4. 0 Pollution Control Measures 4-14.1 Bill of Quantities for Typical Pollution Control Measures 4-1

* 4.1.1 Oil Interceptors 4-14.1.2 Sedimentation Chamber 4-1

05.0 Environmental Budget 5-1

* 6.0 Emergency Response Procedure 6-16.1 Introduction 6-1

* 6.2 Type of Emergency / Disaster At Bridge Construction Sites 6-16.3 Identification of Accidental Areas At Site 6-1

* 6.4 Emergency Preventive Measures 6-1* 6.5 Level of Accidents 6-2

6.6 Critical Targets During Emergency 6-2* 6.7 Site Emergency Control Room 6-3

6.8 Safety Officer 6-3* 6.9 Managing Emergency (Control Plan) 6-3

* 6.10 Rules and Responsibilities of Emergency Team 6-46.11 Outside Organisations Involved in Control of Disaster 6-5

* 6.12 Emergency Control Procedure 6-56.13 Emergency Exit and Escape Routes 6-7

* 6.14 Training on Emergency Aspects 6-7

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List of Tables

* S.No. Titles Page No.

* 1.1 Phase 11 Upgradation Roads 1-1

* 2.1 Environmental Impacts Matrix 2-2

* 3.1 EMP of Ghaghara Bridge at Chailarighat on Sitapur - Bahraich

* Upgradation Route 3-2

3.2 National Ambient Air Quality Standards 3-31

3.3 Indian Standard Drinking Water Specification IS 10500:1991 3-32

3.4 Noise Level Standards (CPCB) 3-36

3.5 Environmental Monitoring Plan (Ghaghara Bridge At 3-38

Chellarighat)

* 5.1 Environmental Budget for Ghaghara Bridge at Chellarighat on

* Sitapur - Bahraich Upgradation Route 5-2

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List of Figures

S.No. Titles Page No.

3.1 Proposed organizational set-up State Road Project-I1 3-37

6.1 General Coordination Among Key Personal (During 6-8Construction)

6.2 Coordination Among Key Outside Agencies 6-9

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* List of Appendix

Appendix Titles Page No.* No.

* I Quarries identified for UP State Road Project 11 Al-I

2 Consolidated Compliance status on Environmental management A2-1K plans for Bridge

K 3 Environmental Monitoring Status - Achievement of the A3-1objectives till date

4 Protection Work Drawings A4-1

Drawings

.S.No. Titles Page No.

* 1 Layout for Construction Camp D-1

* 2 Oil Interceptor at Construction Yard / Vehicle Parking Area / D-2Vehicle Refuelling Area

* 3 Brick Pitching on Slope D-3

* 4 Gabion Structure for Slope Protection D-4

* 5 Oil cum Sedimentation Chamber at Bridge Construction Sites D-5

* 6 Geotextiles Details D-6

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5 Chapteri1S* INTRODUCTION

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Environmental Management Plan - Chellari Ghat Operations Research Group

* 1.0 INTRODUCTION

* The Uttar Pradesh, Public Works Department, is carrying out the Uttar Pradesh StateRoads Project under World Bank Loan 4114-IN. The project envisages the major

* Maugmentation of capacity as well as structural upgradation of important highwaynetwork in the state of UP. As part of the project preparation activities, the PCCcarried out the feasibility study for 18 corridors (slightly modified from 15 corridors

* identified by the SOS), based on various criteria including internal rates of return,environmental attributes of the area of influence, the likely social impacts of the

* proposed improvements, etc. The feasibility study identified 11 corridors (4corridors comprising 374 km in phase I and 7 corridors comprising 590.74 km ofroads exclusive of bypass lengths in Phase II) for upgradation to SH standards and

* 22 corridors for major maintenance works wherein 808 km of road is in Phase I and1736 km in Phase II. In addition to these roads lengths, five major bridges are also

* part of Uttar Pradesh State Road Project.

* The UPPWD is the executing agency for this project and will be responsible for theoverall preparation, implementation and operation of the project. The routes takenup for upgradation under the project in phase 11 are given in Table 1.1.

* p Table 1.1 Phase II Upgradation roads

Rt | Route description Cost Length. C

* Nu From To in Km mliIeNo.: million

3 Pilibhit Khutar 72.807 1164.64B Lucknow Bangarmau 73.229 1315.9

* 6 Sitapuir Balhraich 88.336 2490.0100.92'

* 7B Azamgarh Phephna 1986.1

* 1 OA Gorakhpur Shahganj 1 65 2642.16~

11 Moradabad Uttarchal 36.335 782.1Border

.......... . ........... .......... ................ .. . . ................ . .........16 IDeoria Ballia 10.4 1763.7*...... ..... - ..... . .... .... .. .. .. - ........... . .. 7

I Total Phase II 590.74 12144.5.* Bridges:- Five bridges planned in Phase II are as follows:

* * At Shergarhghat on Yamuna river

* * At Kachhlaghat on Ganga river

* * At Chellarighat on Ghaghara river

* * At Kumariaghat on Ghaghara river

* * At Sharda River on SH-21 (Lakhimpur - Belrayan Road) at abut 21 km fromLakhimpur.

.Government of Uttar Pradesh, Public Works Department, Lucknow, India 1-1

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The UPPWD, the executing agency for this project, is responsible for the overall

preparation, implementation and operation of the project. International contractors

selected through International Competitive Bidding shall carry out the

implementation. The PWD shall be assisted in the supervision of the construction

activities by international consultants. The construction duration of the project will

be 3 years.

This report details the Environmental Management Plan for Chellarighat Bridge on

Ghaghara River on Sitapur - Bahraich upgradation route. This bridge will have

approaches having four lanes and bridge length is 840 m.

1.1 Cost of Bridge

The total cost of bridge is around fNR 600 millions.

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2.0 ENVIRONMENTAL SETTING

2.1 Environmental Setting

The entire study area of Chellarighat Bridge lies in a sub-tropical region with

marked monsoon effects. The broad indicators defining the environmental setting of

the study area are given below.

1. Air Quality (i.e. NOx, SO2 and RPM) in study area of Chellarighat bridge is

within permissible limit prescribed by CPCB. The predicted air quality based onmodeling and baseline studies indicates levels are also within CPCB limits.

2. The surface water flow in the project area is in the direction of the GhagharaRiver. All local channels and tributaries join river.

3. In general the ground water table of the study area varies between 4-5 m. The

water table also varies in different seasons.

4. The topography of the area is plain.

5. The study area of Ghaghara Bridge at Chellarighat falls in Zone IV with a

seismic coefficient of 0.02. Hence the area is relatively stable.

6. The soils in the area are of alluvial type, capable of producing high yields,

largely due to the rich soil nutrients deposited by the Ghaghara and its

tributaries.

7. The predicted noise levels based on baseline surveys and modeling indicates that

predicted noise levels for day time and night time exceed CPCB limits at the

short of project life itself considering the traffic conditions till 2028.

Though no change in the macro-climatic setting (precipitation, temperature and

wind) is envisaged due to the bridge project, the microclimatic parameters are likely

to be temporarily changed mainly by vegetation removal and laying of pavement

surface.

2.2 Overview of Impacts of Project

The project will provide a much-needed connectivity to vast rural areas in the

Ghaghara plains. Further the main objective of upgradation of Sitapur - Bahraich

will be fulfilled to connect the route from Sitapur to Bahraich. This upgradationroute will provide a starter route to all traffic going to Bahraich. The improved

connectivity will bring prosperity to these economically under developed regions.

The Direct and measurable benefits of the UPSRP II arise from vehicle operating

costs (VoC) and travel time costs. The other direct benefits include improved access;

to markets, and health and educational facilities. Construction related jobs would becreated during implementation stage of the project. There will be overall increase in

safety and comfort of road users. Indirect benefits of project include the better

business opportunities and increased competitiveness within the area. There will alsobe adverse impacts of project relating to the hydrology, drainage, increased pollution

Government of Uttar Pradesh, Public Works Department, Lucknow, India 2-1


* load and break in landscape. There will be increased strain on environmentallysensitive 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 been the subject of Environmental Impacts assessment study.

Table 2.1: Environmental Impacts Matrix

S. Attribute Description of Impacts Significance* No. Pre Construction Operation

Construction1. Air Direct adverse impact on

* Quality air quality, which will lastalmost throughout the pre Medium Medium Low

* construction-to-* -construction period.

2. Water Increased Sedimentation,* Resources/ degradation of water Low High Low

Quality quality and effect onecosystem.

* 3. Land Visible and significantimpact on physiography of

* the region, medium and Medium High Mediumtemporary soil erosion,compaction and

* contamination4. Consumpti Construction material and

* on of water will be used during Low Medium LowNatural construction

- - Resources* 5. Noise Vehicular movement and Low High Medium

construction activity

* 6. Ecology/ No major impact due toFlora/ the construction of bridge

* Fauna over Yamuna is expected.* Increase of turbidity is the

only impact envisaged* during construction. No

major fisheries are presentin the concerned stretch. Low Medium Low

* No localized aquatic floralfauna was sighted. It is

* expected that during theconstruction, fishes and

* other aquatic animals will* be migrated to other

undisturbed stretches of* streams.

0Government of Uttar Pradesh, Public Works Department, Lucknow, India 2-2

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S. Attribute Description of Impacts SignificanceNo. Pre Construction Operation

Construction7. Hydrology Hydrological impacts

of River include increase in afflux,sedimentation, Low Medium Lowsubmergence of structures,bank, erosion, etc.

8. Aquatic Aquatic ecologicalEcology impacts include

disturbance to flora / fauna Low High Mediumof river, damages,disappearance, etc.

9. Terrestrial Impacts on flora due toEcology cutting of trees and

vegetation in approaches,impacts on fauna due to Low Low Lowincrease in noise. Thereare no trees to be cut in theapproaches.

2.3 Clearance Requirement

The following clearances are required to be obtained by the contractor aftermobilization but before start of construction works:

- Clearance from engineer for location and layout of workers camp, equipment yard

and storage yard, vehicle maintenance and parking area, etc.;

- Consent of Uttar Pradesh Pollution Control Board on location of construction yard,

hot mix plant (if planned), storage yard, vehicle maintenance and parking area, etc.;

- Permission of Central Ground Water Board for withdrawal of water for construction;and

- Permission from State Irrigation Department for lifting of sand from riverbed for theconstruction.


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3.0 MITIGATION MEASURES, MONITORING, REPORTING AND

IMPLEMENTATION

3.1 Mitigation Measures

Against each impact, the environmental issue has been mentioned in parenthesis. Table 3.1

summarizes the EMP of Ghaghara Bridge at Chellarighat after addressing all the relevant

environmental issues identified during environmental impact assessment.

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TABLE 3.1: EMIP OF GHAGHARA BRIDGE AT CHELLARIGHAT ON SITAPUR - BAHRAICH UPGRADATION ROUTE

1.0 PRE-CONSTRUCTION STAGE:

Environmental Nlitigation Nleasures 3 Location Reference to Time Frame' Responsibil ilImpact/ Issue Contract lmpleiiieitatioii iuper- ision

Docunmentl

P.1.l Ihe acquisitioni of land shall be carried out in RAP and Before NGOs, UPP\\DLand and accordance to the RAP and entitled Framework for Project construction CollaboratingProperty the project. It shall be ensured that all R & R requirement starts Agencies, PIU,Acquisition activities reasonably completed before the PWD, Grievance(Change in construction activity starts. Redressal Cellhuman values) All grievances of the PAPs will be reasonably (GRC), District level

redressed, in accordance to the RAP Committee (DLC)implementation mechanism suggested for the District Revenueproject. authority

P. 1.2 The contamination of soil is expected during Near the Contract During Contractor Engineer,Contamination mobilization and clearance works for construction construction document construction. UP PWDof soil of bridge. sites, mainly

a) Vehicles/machinery and equipment operation, RoW ofmaintenance and refueling shall be carried approachesout in such a fashion that spillage of fuel andlubricants does not contaminate Ghagharariver water. Fuel storage shall be done atproper bunded areas. All spills and collectedpetroleum products shall be disposed off inaccordance with MoEF & UPSPCBguidelines.

b) Fuel storage and refueling areas shall belocated at least 500m from Ghagharariverbanks.

c) In all fuel storage and refueling areas, iflocated on agricultural land or areassupporting vegetation, the topsoil shall bestripped, stock piled and return after cessationof such storage and refueling activities.



En% ironmental Mlitigauion Nleasures' Location Reference to Time Franen Responsibility

IpactIssue Countract Implementation iuper isionDocumnent4

P. 1.3 a) Clearanice are to be takeni from SPCB for Prior to Contractor UPP\VDClearance location of hot mix plant, storage yard, vehicle Construction andfrom the parking and maintenance area, construction Supervisionstatutory yard prior to construction activities; Consultantbodies

b) Clearance from Ground Water Board for water Prior to Contractorwithdrawal for construction. Construction UPPWD

andc) Permission from irrigation department for sand Prior to Contractor Supervision

mining from riverbed for the construction. Construction ConsultantUPPWDandSupervisionConsultant

P.1.4 In present approach alignments no trees are to be Approaches Indian Forest Before UPFDC UPPWDTree cut. But incase of change in alignment there may of Bridge Act, (1980) ConstructionClearance be cutting of some trees.P. 1.5 Removal of remains of trees to facilitate Approaches - Before start Contractor UPPWDGrubbing and construction and carting away of Bridge of SupervisionLeveling construction ConsultantP. 1.6 a) Sitting will be finalized after approval of Project Before start Contractor SupervisionSitting of supervision consultant who will look into the Requirement of ConsultantConstruction site and planning of the contractor constructionyard/Contractor's b) Sitting of yard will be at least 500m away from Project Before start Contractor SupervisionCamp Reusapur, Ramuwapur and Bhagwanpur Requirement of Consultant

villages near banks either and riverbanks. construction



Environment N1itigation NMeasures Location Reference to Time Frame- ResponsibilitNal Contract Implementation Super% ision

Impact/ Document"Issue

2.0 CONSTRUCTION STAGEC. 1.1 Construction vehicle, machinery and equipment Borrow MORTH: During Contractor. UPPWD,Compaction shall move or be stationed in the designated area Areas, haul 112.6 Construction. Supervisionof Soil (Loss only. While operating on temporarily acquired land raods, Consultantof topsoil) for haul road, storage, material handling or any construction MORTH:

other construction related or incidental activities, yard 305.2.2.2topsoil from agricultural land will be preserved.

C. 1.2 The borrow areas to be selected for this bridge will Borrow area MoRTH: During Contractor SupervisionDegradation be based on the following criteria: identified by 305.2.2.2 Construction Consultant,of Borrow * Sufficient quantity of suitable soil is available the contractor UPPWDAreas (Loss from the borrow pit; MoRTH:of natural 111.1resource) * The borrow areas are as close to the proposed

approaches alignment road as far as possible;

* The loss of productive and fertile agriculturalsoil is minimum; and

* There is minimum loss of vegetation.

In addition to the above criteria, the followingguidelines/ best practices are recommended forborrow area management.a) Borrow pits shall not be dug continuously in a

stretch. The location, shape and size of thedesignated borrow areas shall be as approvedby the Engineer and in accordance to the IRC-10-1961 recommended practice for borrow pitsfor road embankments.

b) Borrow pits shall be re-developed at such


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Ens ironinent Mlitigation Measures Location Reference to Time Frame- Responsibil'ial Contract Implementation Super% ision

Impactl DocumentmIssue

borrow location, spoils in some of borrow pitsmay be dumped with an overlay of stockpiledtopsoil, in accordance with compliancerequirements with respect to MOEF/UPSPCBguidelines. Redevelopment of borrow areasshall be taken up in accordance with plansapproved by the Engineer's environmentalspecialist.

c) In borrow pits, the depth of the pits shall be soregulated that the sides of the excavation willhave a slope not steeper than 1 vertical to 4horizontal, from the edge of the final section ofbank.

The redevelopment plan will include the followingsteps:-

1. Define characteristics of borrow area includingdimensions and area to be filled.

2. Assess baseline conditions on soil type,distribution, land use, vegetation cover andslope aspect.

3. Prepare time line for implementation4. Prepare monitoring plan5. Each borrow area will be photographed before

start of borrowing and at the end of borrowing.6. The borrow areas may be used for aqua culture

in case depth is more than 1.5m in consultationwith owners of land.

7. Redevelopment of used up portions of borrowareas shall start simultaneously.

8. The Environmental Specialist of Supervision



Environment Nli!igation Measures Location Reference to Time Frame"' Responsibilit.

al Contract Implementation Supervision

In pact] Documentp

Issue

Consultant will regularly inspect borrowing

and redevelopment at a frequency specified in

monitoring plan.

C. 1.3 Soil a) Chances of soil erosion from the high Both MORTH During Contractor Supervision

Erosion at embankment portion on the both banks should Approaches 250.4 constructions. Consultant,

embankment be taken care by stone pitching. Guide bund to of bridge UPPWD

s and be provided in the both banks for streamlining

approches the river flow at the proposed bridge location.

b) Slope stability analysis will be carried out and

suitable stability factor will be assumed for MoRTH

slope protection. 250.2

c) There is a provision of 1: 2 (V:H) slope for

high embankments, which is based on angle of

repose of soil to ensure slope and MoRTH:

embankments stability. 306.2

The works shall consist of measures as per design,

or as directed by the engineer to control soil

erosion, sedimentation and water pollution,

through use of silt fencing arrangement and oil

cum sedimentation at river bank, fiber mats,

mulches, grasses, slope, drains and other devices.

* All slope protection measures will be During . .

undertaken at left guide bund, right guide constructions Contractor Supervlson

bund, high embankment on approaches as per

design drawings provided in Chapter - 9.0 of

EA. These measures have been recommended

in hydraulic model study conducted by IIT,

Kanpur.



En% ironniental Mitigation Measures' Location Reference to Time Frame! ResponsibilitlmpactJ Issue Contract ilplementation Super% ision

Document

C. 1.4 a) Vehicles/machinery and equipment O&M Near the construction Contract During Contractor SupervisionContamination and refueling shall be carried out in such a sites as identified by the document construction. Consultantof soil by fuel fashion that spillage of fuel and lubricants contractor& lubricants does not contaminate Ghaghara water. An(Loss of soil/ "oil interceptor" will be provided forland) washed out and at refueling areas. Both

these activities will be done at constructionyard. Refer drawing no. T-4 for typicaldesign details of the oil interceptors to beprovided. Fuel storage shall be done atproper bunded areas. The storage will be atconstruction yard and in undergroundstorage tank. All spills and collectedpetroleum products shall be disposed off inaccordance with MoEF & UPSPCBguidelines.

b) Fuel storage and refueling areas shall belocated at construction yard and at least500m away from Ghaghara riverbanks.

C. 1.5 To limit the potential for chemical attack the MoRTHChemical concrete foundation should contain minimum 1006Attack (Water cement content of 330-kg/ cc. For underwaterQuality) concrete 10% extra cement may be used. A

clear concrete cover over the reinforced steel ofat least 75 mm should be provided all over thefoundations.

C. 1.6 a) All spoils shall be disposed of in the manner MoRTH: During Contractor SupervisionContamination as specified in EMP. The engineer shall 201.2 construction Consultantof water from identify locations where spoils could beconstruction used and disposed.wastes & their b) Spoils from excavation shall be managed MoRTH:



En% ironinental Nlitigation Measures Location Reference to Time Frame& Responsibilit)lmpacLt' Issue Contract ,iplementation Super% ision

Docunient4

disposal (Loss and disposed of as directed by the Engineer. 301.3.11of productive c) The spoils from construction activity will besoil/ land) disposed off and the site will be cleaned

before handing over.d) The construction waste/ spoil will be

dumped in selected pits, developed oninfertile land.

e) Non-bituminous waste will be dumped inselected borrow pits and covered with alayer of the conserved topsoil.

f) Bituminous waste if generated will bedisposed off in a dumping site approved bythe Supervision Consultant.

g) All waste materials shall be completelydisposed and the site shall be fully cleanedbefore handing over. The Engineer willcertify the site after approval.

h) All temporary acquired land shall be dealtwith in the manner as laid out in the EMP ifdumping of waste is envisaged. Thecontractor at his cost shall resolve anyclaim, arising out of waste disposal.

i) All measures will be taken to prevent thewastewater from entering directly into riverGhaghara as directed by engineer.

j) Construction works on riverbed inGhaghara shall be avoided during monsoonand will be taken up during winter andsummer months.

k) The discharge standards specified under theEnvironment Protection Act, 1986 shall bestrictly followed.



En% ironmental Nlitigation Nleasures' Location Reference to Time Framei' ResponsibilitN

Impact] Issue Contract nplementation SUper- isionDOCulinentl

1) Construction site, inside the river bed (baseof the foundation wells piers) will beguarded to avoid the contamination of riverwater with construction material.

All wastes will be disposed as per UPSPCBguidelines & procedures.

C.1.7 Flooding a) In addition to the design requirement, the MoRTH: Construction Contractor Supervision(Loss of contractor shall take all desired measures as 305.3.2 and the Defects Consultantnatural/ directed by the engineer to prevent Liabilitymanmade temporary or permanent flooding at or Period.resource, around bridge construction sites.increased b) The scope for prevention of floodingsediment & includes prevention of loss of use, loss ofdeterioration access of any land of property there onof water resulting from flowing or stagnant water asquality) direct or indirect impact of construction. Construction

c) Flooding will also be monitored in the Project Period Engineerproject influence area. This will be done by Requirementjoint inspection of Supervision Consultant'senvironmental specialist, hydrologist andgeotechnical and materials specialists.Similarly during joint inspection damage toboth banks will also be assessed andphotographic records will be maintained.The joint inspection will be done at afrequency specified in monitoring plan.

d) Supervision Consultant's Environmentalspecialist will ensure that there is nodisposal of construction waste into the riverGhaghara and other water bodies. He willprepare a weekly compliance format to befilled in by the contractor and submit to the



Environmental Mitigation Nleasures- Location Reference to Time Frame' Responsibilit-Impacu Issue Contract iplementation Super% ision

Documeints

engineer. The construction waste will bedisposed off at identified disposal sites, viz.nearest municipal disposal sites, borrow pitsidentified for disposal as a part ofredevelopment plan, etc.

C.1.8 Siltation a) Silt fencing will be provided at the base of MoRTH: 306 During Contractor. Supervisioninto River the embankment in the length of 30-40 m in Construction. ConsultantGhaghara upstream and downstream of proposed(Increased bridge.sediment & b) Siltation of soil into the river will bedeterioration prevented as far as possible.of water c) All construction material containing finequality) particles shall be stored in an enclosure such

that sediment-laden water does not draininto the river. Storage of such materials willbe at least at 5OOm-distance fromconstruction yard and not at riverbed.

d) The silt generated at base of pier will bedisposed off speedily and will not beallowed to mix with river water.

C. 1.9 Torrent a) No tree or vegetation other than those MoRTH: During Contractor. SupervisionRun off (Soil designated for felling will be cut. 201.2. construction. Consultanterosion) b) The contractor shall take all necessary MoRTH:

precautions and construct temporary/ 306.2&4permanent devices/ structure to preventwater pollution due to Siltation and increaseof turbidity.

C.1.10. a) River earth, stone or any other construction MoRTH: During Contractor. SupervisionAlteration of materials or appendage shall be properly 305.3.7 Construction. ConsultantDrainage/ disposed off so as not to block the flow ofImpounding of water.water due to b) Impounding of water due to construction MoRTH: 306



Environmental Mitigation NMeasures' Location Referenice to Time Franme' Responsibiliit

Impact/ Issue Contract iplementation Supern isionDocumnent'

large piers work will be temporary and restricted(Water during construction.resource c) Construction of the in river water piersavailability & will be scheduled into lean season (Octoberland use -June).change) d) Construction site inside the riverbed will be

guarded to avoid the contamination of riverwater with construction material.

e) Construction debris will be collected anddisposed off at either nearest municipaldisposal site or at borrow pits identified forfilling.

f) All necessary measures shall be taken toprevent blockage of river flow.

C. 1.1 1 a) To compensate tree cutting double the Contract During Contractor SupervisionNegative number of trees will be planted as a Requirement Construction ConsultantImpacts on compensatory plantation. At presentterrestrial approach alignments no tree is anticipatedFlora due to to be cut.cutting of b) PWD will ensure availability of budget forTrees compensatory plantation.

c) Plantation of Shrubs and vegetation onslopes will be taken up.

C. 1.12 a) Proper availability of drinking water and MoRTH; During Contractor SupervisionSanitation and sanitation facilities shall be ensured at 105.2 Construction Consultant,Disposal in worker's camp. The facilities include PWDfacilities at temporary toilets with septic tanks/soak pits,construction suitable collection & disposal system forworkers domestic refuse such as dustbins incamps. adequate number either at one of identified

borrow area or nearest municipal disposalsite. MoRTH:



En\ ironienlal Mlitigation Nleasures3 Location Reterence to finme Frame( Responsibilityfinpacu Issue Contract iplenientation SLipeR ision

DoCLI[lenlt'

b) The sewage system for a construction 111.1laborers' camp shall be designed, built andoperated so that no pollution to ground oradjacent water bodies / watercourses shalltake place. Compliance with the relevantlegislation shall be strictly adhered to.Garbage bins shall be provided in the campsand regularly emptied and the garbagedisposed off in a hygienic manner, to thesatisfaction of the relevant norms and theEngineer.

c) In connection with underground waterresources including percolating water, thecontractor shall take all necessaryprecautions to prevent interference withsuch water resources.

d) All relevant provisions of the Factories Act,1948 and the building and the otherConstruction workers (regulation ofEmployment and Conditions of Service)Act, 1996 shall be adhered to.

e) Unless otherwise arranged by the localsanitary authority, arrangement for properdisposal of excreta by composting at theworkplace and approved by the localmedical health or municipal authorities or asdirected by Engineer, shall be made.

C.1.13 Water a) The contractor will minimize wastage of Project During Contractor SupervisionConservation water in the construction process/ operation. requirement construction Consultant(Loss of water b) The contractor shall arrange for supply and and legalresource) storage of water and no such supply or requirement

storage will be provided by UPPWD. The



En% ironinental M\litigation Nleasures Location Reference to Time Frame" Responsibilily

lipacU Issue Contract iplementation Super- isionDocument'

contractor shall not open a new bore well orextract groundwater without permissionfrom the UP / Central Ground Water Board.The contractor may, however, use anyexisting bore wells or any other source ofwater supply.

C. 14 a) The contractor shall be responsible for RAP During Contractor SupervisionDisruption to arranging adequate supply of water for the requirement construction Consultant

other users of whole construction period.water (change b) While working the contractor shall notin water obstruct/ prevent the flow of river water.resource The contractor shall seek approval of theusage) Engineer for such activity. The Engineer

will have the right to ask the contractor toserve the notice to the downstream users ofwater sufficiently in advance.

c) The contractor may use the natural sourceof water subject to the provision that anyclaim arising out of conflicts with otherusers of the said natural water shall be dealtwith entirely by the contractor.

C. 1.15 Contract Construction Contractor Supervisiona) Safe Site Site to be located at lest 500m down wind of Requirement Duration Consultant,for Reusapur, Ramuwapur and Bhagwanpur UPPWD

Construction Villages (left as well as right banks) and at aWorker's minimum distance of 500m from river banks. ACamp generic plan for construction Camp plan with

various facility is given in Drawing no. T-6.b) Cooking Workers should not depend for cooking on Contract During Contractor Supervisionfuel at wood. Contactor should ensure availability of Requirement Construction Consultant,working camp kerosene oil. The inclusion of above condition UPPWD

should be in contract document



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c) Health The contractor will ensure availability of firstaid Contract During Contractor Supervisionfacilities at box in adequate numbers and a make shift Requirement Construction Consultant,construction dispensary having a compounder and a UPPWDworker's camp physician visiting every week at least twice.d) AIDS/HIV Workers will be made aware about HIV/AIDS Contract During Contractor, SupervisionAwareness at through campaigns by the NGO or any other Requirement Construction NGO Consultantworker's agency. The programme will be organized everyCamp quarter. AIDS/H1V posters will also be pasted

conspicuously.

C. 1.16 Odour The waste disposal and swage system for the Construction Camp as Contract Contractor Supervisionfrom camp shall be properly designed, built and being identified by the requirement ConsultantConstruction operated so that no odour is generated. Relevant UPPWD and contractorlabor's camps provisions as indicated in the Factories Act, the(Air Pollution) Building and other construction Workers

(regulation of Employment and Conditions ofService) Act, 1996 and all other relevantlegislations shall be strictly adhered to.

C. 1.17 a) The discharge standards promulgated under Construction Site and Contracts During Contractor SupervisionEmission from the Environment Protection Act, 1986 shall Construction requirements Construction Consultantconstruction be strictly adhered to. yard/contractor' campVehicles, b) All vehicles, equipment and machinery usedequipment and for construction shall be regularlymachinery maintained to ensure that pollution emission(Air Pollution) levels comply with the relevant

requirements UPSPCB and the Engineer.* Aspalt and hot mix plants if planned as part

of construction yard will be located at least500m down wind of Reusapur, Ramuwapurand Bhagwanpur Villages.

* Trucks carrying construction materialincluding earth for embankment filing will



En%ironmental Mitigation Nleasures Location Reference to Time Frame' ResponsibilityImpacU' Issue Contract iplemerntation Super- ision

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be covered with the tarpaulin sheet.* Water sprinkling will be carried out in

morning and evening on haul roads,compact surface (embankment), stock pilledsand, granular sub base, etc.

* Hot mix plant will be fitted with extraction____ ____ ____ system .

C. 1.18 a) All crushers used either on site or offsite in Construction site Contract During Contractor SupervisionPollution from construction shall conform to relevant dust crushers requirement Erection, ConsultantCrusher (Air emission control legislation. Testing,Pollution) b) Only crushers already licensed by the Operation and

UPSPCB shall be used. Dismantling ofc) Dust screening vegetation will be planted on Design such plants

the edge of the RoW for all existing requirementroadside crushers.

d) The suspended particulate matter MoRTH:concentration value at a distance of 40m 111.1from a controlled isolated as well as from aunit located in a cluster should be less than500 pLg/m3. The monitoring is to beconducted as per the monitoring plan.Installation of crusher at construction site isa remote possibility as requirement of GSBand sub base is marginal.

C.1.19 Noise a) The plants and equipment used in Construction camp and MoRTH: During Contractor Supervisionlevels from construction (including the aggregates construction site 111.13 construction Consultantvehicles, crushing plant) shall strictly conform to theplants and MoEF/CPCB noise standards.equipment. b) All vehicles & equipment used in(Health & construction shall be fitted with exhaustSafety) silencers.

c) During routine servicing operations, the MoRTH:



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effectiveness of exhaust silencers shall be 111.1checked and if found to be defective shallbe replaced.

d) Limits for construction equipment used inthis project (measured at one meter from theedge of equipment in the free field) such ascompactors, rollers, front loaders, concretemixers, cranes (moveable), vibrators andsaws shall not exceed 75 dB(A), asspecified in the Environment (Protection) MoRTH:rules, 1986. 111.6

e) Maintenance of vehicles, equipment andmachinery shall be regular and to thesatisfaction of the engineer, to keep noisefrom these at a minimum.

f) Workers in vicinity of loud noise, andworkers working with or in crushing,compaction, or concrete mixing operationshall wear earplugs.

g) In construction sites within 150m of thenearest habitation, noisy construction worksuch as crushing, concrete mixing, batchingwill be stopped during the nighttimebetween 9.00 pm to 6.00 pm.

h) Construction yard will be located at leastSOOm from Reusapur / Ramuwapur /Bhagwanpur Villages to avoid negativeimpacts of noise.



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C. 1.20 a) During construction, at any point of time, if Contract During Contractor, SupervisionDamage or a rare/threatened/endangered flora species is requirement construction engineer Consultantloss of found. It must be conserved in a suitableAquatic manner. The engineer, on specific advice DesignEcology from the UPPWD shall approve detailed requirement

conservation processes, plans and design aswell as associated modifications in theproject design. Project

b) The damage to aquatic flora and fauna will Requirementbe minimized by scheduling the Contractorconstruction work during lean season flow.In order to minimize adverse impacts ofturbidity on flora and fauna, the silt andslurry produced from base of piers will becollected and disposed off at designateddisposal sites. The construction site in theriverbed, (base of foundation wells, piers)will be guarded to avoid the contaminationof river water with construction materials.Construction debris will be collected anddisposed off at designated disposal sites.

c) No construction material will be stored inriverbed.

C. 1.21 Loss No fisheries are present in the concemed stretch Both the banks of river Contract During Contractor SupervisionDamage or of river. Whatever aquatic fauna including Yamuna requirement construction ConsultantDisruption to fishes are present in this stretch of river are notfauna localized to any certain point. To minimize

impact, the following measures shall beadopted.a) All works will have to be carried out in such

a fashion that the damage or disruption tofauna is minimum.



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b) Hunting and unauthorized fishing shall beprohibited around the bridge site speciallyby the construction workers. This will helpin minimizing disruption to aquatic fauna &flora. Workers will be trained on theseaspects.

C. 1.22 During construction, at any point of time, if MoRTH: During Contractor SupervisionDamage or any rare/endangered/threatened species are 112.7 construction Consultantloss of spotted, the contractor shall make allChance-found arrangements to intimate the wild lifeimportant authorities and measures will be taken for itsFauna conservation during the operation period also.

C. 1.23 Risk a) The contractor is required to comply with Construction Camp site Contract During Contractor Supervisionfrom all the precautions as required for the safety locations requirement construction Consultantoperations of the workmen as per the International(Safety) Labour Organization (ILO) Convention No.

62 as far as those are applicable to thiscontract.

b) The contractor shall supply all necessaryPersonal Protective Equipment (PPE) safetyappliances such as safety goggles, helmets,masks, etc., to the workers and staff.

c) The contractor has to comply with allregulation regarding safe scaffolding,ladders, working platforms, gangway,stairwells, excavations, trenches and safemeans entry or egress.

C.1.24 Risk a) Adequate precautions will be taken to MoRTH: 106 During Contractor Supervisionfrom Electrical prevent danger from electrical equipment. Construction ConsultantEquipment b) No material or any other sites will be so(Occupational stacked or placed as to cause danger or



En% ironmental Mlitigation Measuresi Location Reference to Tiime Franie" Responsibih itvImpact Issue Contract piplementation Supervision

Health & inconvenience to any person or the public.Safety) c) All necessary fencing and lights will be

provided to protect the public.d) All machines to be used in the construction

will conform to the relevant IndianStandards (IS) codes; will be free frompatent defect; will be kept in good workingorder, will be regularly inspected &maintained as per IS provisions and to thesatisfaction to the Engineer.

C. 1.25 Risk a) All workers employed on mixing asphalt Bridge construction site, MoRTH: During Contractor SupervisionHazardous material, cement, and lime mortars, concrete construction yard/ 111.1 Construction ConsultantActivity etc. will be provided with protective contractor's camp(Occupational footwear and protective goggles.health & b) Workers who are engaged in welding worksSafety) would be provided with welder's protective

eye-shields.c) All necessary precautions should be MoRTH:

observed while constructing super structure 111.6i.e. construction at height. It isrecommended that contractor should followOSHA directives.

d) The use of any herbicide or other toxicchemical shall be strictly in accordance withthe manufacturer's instructions (MSDS).

e) The engineer shall be given at least 6working days notice of the proposed use ofany herbicide or toxic chemical.

f) Inventory of all herbicide or toxic chemicalsdelivered to the site shall be kept andmaintained upto date by the contractor.



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C. 1.26 Risk of No man below the age of 18 years and no Construction sites MoRTH: During Contactor Supervisionlead Pollution women shall be employed on the work of 111.1 construction Consultant(Water & land painting with products containing lead in anycontamination form. No paint containing lead or lead products) will be used except in the form of paste or

readymade paint. Facemasks will be suppliedfor the use of the workers when paint is appliedin form of spray or a surface having lead paintdry rubbed and scrapped.

C. 1.27 Risk All reasonable precaution will be taken to Construction sites MORTH: During Contractor SupervisionForce Majure prevent danger of the workers and public from 111.1 Construction Consultant(Environ- fire, flood, etc. all necessary steps will be takenmental for prompt first aid treatment of all injuriesemergency) likely to be sustained during the course of

action.

C. 1.28 First a) At every workplace, a readily available first Construction camps and MoRTH: During Contractor SupervisionAid (Health & aid unit including an adequate supply of work place camps 1207.6 construction Consultantsafety) sterilized dressing material and appliances

will be provided as per the Factories Rulesof Uttar Pradesh.

b) Workplaces, remote and far away fromregular hospitals will have indoor healthunits with one bed for every 250 workers.

c) Suitable transport will be provided tofacilitate take injured or sick person(s) tothe nearest hospital at Sitapur, Bahraich orLucknow.



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C. 1.29 Potable a) In every workplace at suitable and easily Construction camp of Contract During Contractor SupervisionWater accessible places, sufficient supply of contractor, worker's requirement Construction Consultant(Occupational potable water (as per IS) will be maintained. camp, BridgeHealth) b) If the drinking water is obtained from construction site

intermittent public water supply then,storage tanks will be provided.

c) All water supply storage shall be at adistance of not less than 15m. from anylatrine, drain or other source of pollution.

d) If water is to be drawn from an existingwell, which is within proximity of anylatrine, drain or other source of pollution,the well shall be disinfected before water isused for drinking.

e) All such wells shall be entirely covered andprovided with a trap door, which shall bedust proof and waterproof.

f) A reliable pump shall be fitted to eachcovered well. The trap door shall be keptlocked and opened only for cleaning orinspection, which shall be done at least oncein a month.

g) Testing should be conducted every month asper parameters prescribed in IS 10500:199 1.

C. 1.30 a) The contractor during the progress of work Contract During Contactor SupervisionHygiene will provide, erect and maintain necessary Requirement Construction Consultant(Occupational (temporary) living accommodation andhealth) ancillary facilities for labor up to standards

and scales approved by the residentEngineer.

b) These shall be provided within the precinctsof every workplace, latrines and urinals to



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be provided on accessible place, as perstandards set by the Building and other

Construction Workers (regulation ofEmployment and Conditions of Service)Act, 1996.

c) Except in workplaces provided with water-flushed latrine connected with a water basedsewage system, all latrines shall be providedwith dry-earth system (receptacles) whichshall be cleaned at least four times daily andat least twice during working hours and keptin a strict sanitary condition.

d) Receptacles shall be tarred inside andoutside at least once a year.

e) If women are employed, separate latrine andurinals, screened from those from men (andmarked in the vemacular) shall be provided.

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

g) All temporary accommodation must beconstructed and maintained in such afashion that uncontaminated water isavailable for drinking, cooking andwashing.

h) The sewage system for the camp must bedesigned, built and operated so that nohealth hazards occur and no pollution to theair, ground or adjacent watercourses takesplace.

i) Compliance with the relevant legislationmust be strictly adhered to Garbage binsmust be provided in the camp and regularly



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emptied and the garbage disposed off in ahygienic manner.

j) Construction camps are to be sited at least500m. away from the nearest habitation andadequate health care is to be provided forthe work force.

k) Excreta may be disposed off by puttinglayer of night soils at the bottom of apermanent tank prepared for the purposeand covering it with 15 cm. Layer of wasteor refuse and then covering it with a layer ofearth for a fortnight (by then it will turn intomanure)

1) On completion of the works, all temporarystructures shall be cleared away, all rubbishburnt, excreta or other disposal pits ortrenches filled in and effectively sealed offwith the site left clean and tidy, at thecontractor's expense, to the entiresatisfaction to the Engineer.

C.1.31 Noise Heavy noise producing equipment and Contractor's camp Design During Contractor SupervisionMitigation operations should not be allowed in the night requirement Construction Consultant(Health & time. Their operation will be restricted only inSafety) the daytime. If urgently required, noise

protection covering should be provided.

C.1.32 To minimize dust generation on haul roads there At locations of haul Project Throughout Contractor, SupervisionMaintenance should be water spray at least thrice a day i.e. roads, approaches Requirement construction Engineer's Consultantand upkeep of morning, afternoon and evening. The haul roads Environmentahaulroads will include all those temporary constructed I Specialist



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roads for accessibility to borrow areas, sandmining in river bed and for approachesconstruction.

C.1.33 Sand for the bridge construction will be Project Before Engineer, SupervisionPrevention for borrowed from river bed. The engineer will Requirement Construction Contractor ConsultantBorrowing approve locations of sand borrowing from thefrom rivers rivers. The contractor will prepare borrowing

plan for each location to ensure un controlleddigging. The borrowing plan of each locationwill be approved by the engineer. Thecontractor will obtain necessary clearances fromriver authorities and will submit to UPPWDbefore start of construction.

C. 1.34 The Environmental Specialist of engineer will Bridge construction Project During Environmenta SupervisionContinued have continued interaction with locals in the sites, Approaches of Requirement Construction I Specialist of Consultantcommunity project area to ensure that construction activities Bridges Engineerconsultation are not causing undue inconvenience to theduring locals residing in the vicinity of constructionconstruction due to noise, dust disposal of debris, etc.C.1.35 Any spoils of material generated should be Borrow area where Project During Contractor SupervisionDisposal of disposed off either at the nearest available spoils to be dumped Requirement Construction Consultantspoils of municipal disposal site or in one of the borrowmaterial not pits. After disposing these into borrow pits theysuitable for need to be covered with the earth layer ofembankment minimum 15 cm thick and compacted. Thefilling compacted earth surface should further be

covered with preserved topsoil layer having aminimum thickness of 10 cm. In no case spoilswill be disposed off near water courses, grassland or pastures.

C.1.36 There will be requirement for river training Bridge locations Project During bridge Contractor Supervision



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River training during laying of well foundation. The well Requirements construction Consultantfor foundation will be done during lean season flowconstruction of and this will cause increase in velocity andbridge hence increase in turbidity levels and soil

erosion. This increased turbidity level maycause disruption to flora and fauna. The soilerosion will be prevented by providing slopeprotection measures at both banks and it will beensured that velocity in the constricted portiondoes not increase more than twice the leanseason velocity. This well help turbidity controlin down stream and minimum disruption to floraand fauna.

C.1.37 - To avoid occurrence of on site emergency Bridge Construction During Contractor Supervision

On site adequate safety precautions will be ensured Site Construction ConsultantEmergency by designated safety officer

- Welding works will be ensured throughprotected shields and works at height willbe done through proper scaffolding.

- The contractor will designate one room at Construction Sitecamp site as Site Emergency Control During Contractor SupervisionRoom (SECR) and will provide/display all Construction Consultantinformation and facilities as detailed in onsite emergency plan (Section 6.0 of EMP) Construction Site

- The supervision consultant will markescape routes once construction camp is During Contractor Supervisionestablished. These will be explained to all Construction Consultantwhile giving training on emergencyaspects.

- Incase of occurrence of fire at construction


0 0 0 0 0 0 0 * * * 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


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camp at fuel oil storage area the on site

emergency plan as described in Chapter -

9 of EIA (Section 6.0 of EMP) will be

activated and non active personnel shall be Bridge construction site

moved to safe locations and local fire

office will be informed

- Action team 'A', 'B', and 'C' as described Bridge construction site Construction Contractor Consultant

in emergency plan will take actions as per

directions from project manager

- In case of spill of hazardous /flammable

material at site the local personnel

available at site will inform to project During Supervision

manager, who will deploy necessary aids to Construction Contractor Consultant

control spill. These aids include vehicle,

fire extinguishers, and few truck loads of

GSB/sand to absorb the spilled material

and prevent flow to river. Incase spillage

has occurred at camp it will be recovered

as far as possible and balance will absorbed

in sand or GSB. This absorbed material in

sand / GSB will be disposed off as per

provisions of Hazardous Waste

(Management and Handling Rules) 1990.

- In order to prevent injuries due to falling of

objects while working on super structures

and well foundations simultaneously the

contractor will ensure use of personal

protective equipment (safety helmets,gumboots, etc.)

- In the event of spillage of material in the



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water way the contractor will immediatelyrecover the spilled material. In order toavoid contamination in upstream anddownstream the spillage will be preventedby putting some barricade in the form ofinflated boom and flow from upstream willbe suitably diverted. The spilled /contaminated portion of river stretch willbe isolated. The water of this stretch willbe made free from contamination bysuitable means and preferably be used inconstruction activities. The spillage mayoccur while working on foundations orsuper structures.

- Periodic mock drills will be conducted totest and update the on site emergency plan.Based on deficiencies observed the planwill be updated.

C.1.38 Training on emergency aspects will be Construction camp During Supervision PWDTraining on organized by the environmental specialist of Construction ConsultantEmergency supervision consultants. Topics of this trainingAspects will include - possible hazards at camp and

bridge construction site, provisions ofManufacture, Storage and Import of HazardousChemical Rules, 1989 and Hazardous Waste(Management and Handling Rules), emergencycontrol procedures for oil spillage, fire, weldingworks, working at height etc.

C.1.39 Escape On establishment of construction camp the Construction Camp site - During Contractor SupervisionRoutes During environmental specialist of supervision Construction ConsultantEmergency consultants in consultation with project manager



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will mark escape routes for emergency. Thesewill be explained to all personnel of contractor,supervision consultants and sub contractors,truck drivers, etc.

C-1.40 First The contractor will procure first aid boxes in Construction Camp, - During Contractor Supervision

Aid and adequate numbers and will make available at Bridge site Construction Consultant

Medical construction site and camp site. He will have afacilities arrangement with one local hospital to transferDuring accident victims in case of emergency.Emergency

3.0 OPERATION STAGE

0.1.1 a) Contingency plans to be in place for Chellarighat Bridge Project Framework at Flying squad Motor Vehicles

Contamination cleaning up of spills of oil, fuel and toxic requirement state and sector of the Motor inspector/

of River Water chemicals. level is Vehicles District crisis

from spills . . . expected to be Department. group

(Water b) Waer quaityofin Riertlbamntoeda developedPollution) per monitor plan.

c) The executive engineer Faizabad / Sitapurcircle will prepare an on site emergency

plan and will activate it as explained inChapter -9.0 in EIA and Section 6.0 ofEMP.

0.1.2 Land use regulation controls have to be Approach roads Rural UPPWD,

Changes in adopted authority or Revenue

land use Panchayat department

pattern (LandUse Changes)0.1.3 a) Ambient Air concentrations of various Project Throughout UPPWD UPSPCB

Atmospheric pollutants shall be monitored as envisaged requirement operation stage.

Pollution (Air in the pollution-monitoring plan. Starting MotorWater and Soil immediately vehicles

II: a____oi b) Tree and shrubs plantation will be immediately vehicles


*-@eo e e e o e [email protected]@ oe.e-*@e- @e


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Pollution) maintained and monitored. after Department,

c) Public awareness program to be undertaken. completion of STA,construction. UPSPCB,

d) Water Quality to be monitored as per UPPWDmonitoring plan.

e) Soil Quality to be monitored as permonitoring plan.

0.1.4 Noise a) Noise pollution will be monitored as per Project Starting Motor UPPWDPollution monitoring plan at sensitive locations. requirement immediately vehicles

(Occualtiona & b) Noise control programs to be enforced after department,health & strictly. Completion of STA, DoF,safety) Construction. UPSPCB,

c) Public awareness campaigns to be Through UPPWDundertaken. Operation

stage.0.1.5 1. Compliance with Hazards Wastes Hazardous Framework UPPWD UPPWDAccidents (Management and Handling) rules, 1989 wastes Expected to b Motor Motor vehiclesinvolving including: (Management during early Vehicles Department.Hazards 2. For delivery of hazards substances, permit and Handling operation stage Department.Materials license, driving license and guidance license rules, 1989)(Health & will be required.Safety) 3. Public security, transportation and fire

fighting departments will designate a specialroute for vehicles delivering hazardousmaterials. These vehicles will only be parkedat designated parking plots.

In case of spill of hazardous materials, relevantdepartments will be intimated at once to dealtwith it with the spill contingency plan.



i 3.2 Monitoring Program

The monitoring program is an important element of EMP to test the efficacy of impactassessment and mitigation measures and to achieve the desired environmental quality bothduring construction and operation phase of the project. The broad objective of themonitoring program is as follows.

* To meet the compliances* To verify efficiency and adequacy of mitigation measures.

The purpose of the monitoring program is to ensure that the envisaged objectives of theproject are achieved. To ensure the effective implementation of the EMP, it is essential thatan effective monitoring program be designed and carried out. The broad objectives are:

* To evaluate the performance of mitigation measures proposed in the EMP* To evaluate the adequacy of Environmental Impact Assessment* To suggest improvements in management plan, if required* To enhance environmental quality* To satisfy the legal and community obligations.

The monitoring program lays the basic framework for quantitative evaluation of impacts.This evaluation is based on monitoring of performance evaluation indicators.

3.2.1 Performance Indicators (PIs)

The physical, biological and social components of particular significance, identified inaffecting the environment at critical locations, have been recommended as PerformanceIndicators (Pls), and are listed below.

* Air quality* Water quality* Noise levels around sensitive locations.* Soil contamination* Erosion indices* Restoration of borrow pits* Sedimentation rate downstream of bridges* Accident frequency

The environmental parameters that may be qualitatively and quantitatively measured andcompared over a period of time have been selected as Performance Indicators (Pis).

* Air Quality* Noise levels* Water Quality* Flora* Aquatic Ecology/Biodiversity

Following sub-sections describe each of these PIs in detail.

Ambient Air Quality (AAQ) Monitoring

Ambient air quality parameters recommended for monitoring are as follows:i * Respirable Particulate Matter (RPM)



* Suspended Particulate Matter (SPM)

* Carbon Monoxide (CO)* * Oxides of Nitrogen (NOX)

* Hydro-Carbons (HC)* Sulphur Dioxide (S02)* Lead (Pb).

These indicators will be monitored at designated locations starting from the commencement

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

in accordance to the National Ambient Air Quality Standards given below in Table 3.2. The

location, duration and the pollution parameters will be monitored and the responsible

institutional arrangements are detailed out in the following section.

Table 3.2: National Ambient Air Quality Standards

Pollutants Time Sensitive Industrial ResidentialWeighted Area Area Rural &other Areaaverage

Sulphur Dioxide (SO2) Annual* 15 pg/mn 80 pg/m 60 pg/m;

24 hours** 30 pg/m3 120 ig/i 90 pg/md

Oxides of Nitrogen (No,) Annual& 15 pg/m 80 pg/m' 60 pg/mW

24 hours** 30 pg/mr5 120 pg/mi 80 pg/md

Carbon Monoxide (CO) 8 hours** 1000 pg/mr 5 6 g00pg0 2000 pg/md

1 hour 2000 pg/m3 1 000 pg/m 4000 pg/md

Lead (Pb) Annual* 0.50 pg/m3 1.0 ,g/m 0.75 pg/m3

24 hours** 0.75 pg/md 1.57pg/m 1.00 pg/md

Respirable Particulate Annual* 50 Pg/m3 120 pi/mJ 60 Pg/m3

Matter(RPM)- Size < 10 Em 24 hours** 75 pg/mr5 150 pug/m' 100 pg/md

Suspended Particulate Annual* 70 pg/md 360 pg/m 140 pg/m7

Matter (SPM) 24 hours** 100 pg/md -500 P/if 200 pg/m3

Source Anon 1996-97, National Ambient Air Quality Monitoring Series NAQMS/a/1996-97,

Central Pollution Control Board, Delhi.*Average Arithmetic mean of minimum 104 measurement in a year taken for a week 24

hourly at uniform interval.**24 hourly/8 hourly values should meet 98 percent of the time in a year

Water Quality Monitoring

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

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

solids, oil and grease, COD, chloride, lead, zinc and cadmium. The location, duration and

the pollution parameters will be monitored and the responsible institutional arrangements

are described in the following sections. The monitoring should be carried out in accordance

to the Indian Standard Drinking Water Specification - IS 10500: 1991, given below in Table

3.3.

0'



Table 3.3: Indian Standard Drinking Water Specification-IS 10500:1991

SI Substance or Desirable Undesirable Permissible Methods Ol RemarksNo Characteristic Limit Effect Outside Limit in the Test (Ref TD

l the Desirable Absence of IS)Limit Alternate

Source

Essential Characteristics

1 Colour, Hazen 5 Above 5, 25 3025 (Part 4) Extended to 25units, Max. consumer 1983 only if toxic

acceptance substances aredecreases not suspected in

absence ofalternate

- _sources

2 Odour Unobjectio- 3025 (Parts Test cold andnable 5):1984 when heated

Test at severaldilutions

3 Taste Agreeable 3025 (Part 7 Test will beand 8) conducted only1984 after safety has

been established4 Turbidity NTU, 5 Above 5, 10 3025 (Part

Max. consumer 10)acceptance 1984decreases

5 pH Value 6.5 to 8.5 Beyond this No relaxation 3025 (Partrange the water 11)will affect the 1984

mucousmembrane

and/or watersupply system

6 Total hardness 300 Encrustation in 600 3025 (Part(as CaCO 3) water supply 21)MG/I, Max structure an 1983

adverse effectson domestic use

7 Iron (as Fe) 0.3 Beyond this limit 1 32 of 3025:mg/i, Max taste/appearanc 1964

e are affected,has adverse

effect ondomestic uses

and watersupply

structures, andpromotes iron

bacteria8 Chlorides (as 250 Beyond this 1000 3025 (Part

Cl) mg/i, Max limit, taste, 32)corrosion and 1988palatability are

affected9 Residual, free 0.2 3025 (Part Will be

chlorine, mg/i, 26) applicable only

Government of Uttar Pradesh, Public Works Department, Lucknow, India 3-32l


Si Substance or Desirable Undesirable Permissible Methods ol RemarksNo. Characteristic Limit Effect Outside Limit in the Test (Ref. To

the Desirable Absence of IS)Limit Alternate

_ _Source

Min 1986 when water ischlorinated.Tested at

consumer end.For protection

* against viralinfection it

should be Min

*_ _ _ _ __ _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0.5 m g/i

IDesirable Characteristics

1 Dissolved 500 Beyond this 2000 3025 (Part* solids mg/i, palatability 16)

Max decreases and 1984* may cause

gastro intestinalirritation

2 Calcium (as 75 Encrustation in 200 3025 (Part* Ca) mg/i, Max water supply 40)

structure and 1991* adverse effects

-_ on domestic use

* 3 Magnesium (as 30 Encrustation to 100 16, 33, 34 ofMg), mg/I, water supply IS 3025:

e Max structure and 1964adverse effectson domestic use

4 Copper (as Cu) 0.05 Astringent taste, 1.5 36 of 3025:* mg/I, Max discoloration 1964

and corrosion of* pipes, fitting and

utensils will be* caused beyond

this

* 5 Maganese (as 0.1 Beyond this limit 0.3 35 of 3025:Mn) mg/i, Max taste/appearanc 1964

* e are affected,has adverse

effect ondomestic uses

* and watersupply

___- structures6 Sulphate (as 200 Beyond this 400 3025 (Part May be

9 200 S0 4) mg/i, causes gastro 24) 1986 extended up toMax intestinal 400 provided (as

* irritation when Mg) does notmagnesium or exceed 30

sodium arepresent

7 Nitrate (as 45 Beyond this 100 3025 (PartNO2) mg/I, methaemoglobi 34) 1988

Max nemia takes9 _place


*,


SI. Substance oi Desirable Undesirable Permissible Methods or RemarksNo. Characteristic Limit Effect Outside Limit in the Test (Ref. To

the Desirable Absence of IS)Limit Alternate

Source8 Fluoride (as F) 1 Fluride may be 1.5 23 of 3025:

mg/i, Max kept as low as 1964possible. Highfluoride may

l_ _ -cause fluorosis

9 Phenolic 0.001 Beyond this, it 0.002 54 of 3025:compounds may cause 1964

(As C6H5OH) objectionablemg/l, Max taste and odour

10 Mercury (as 0.001 Beyond this, the No relaxation Mercury ion Will be testedHg) mg/l, Max water becomes analyzer when pollution is

_ _toxic suspected

11 Cadmium (as 0.01 Beyond this, the No relaxation (See note) Will be testedCd), mg/I, water becomes when pollution is

Max toxic suspected

12 Selenium (as 0.01 Beyond this, the No relaxation 28 of 3025: Will be tested

Se), mg/i, Max water becomes 1964 when pollution is

- toxic suspected

13 Arsenic (As) 0.05 Beyond this, the No relaxation 3025 (Part Will be testedmg/l, max water becomes 37) 1988 when pollution is

toxic suspected

14 Cyanide (As 0.05 Beyond this No relaxation 3025 (Part Will be testedCN), mg/i, limit, the water 27) 1986 when pollution is

l Max becomes toxic suspected

15 Lead (as Pb), 0.05 Beyond this No relaxation (see note) Will be testedmg/l, Max limit, the water when pollution is

becomes toxic suspected

16 Zinc (As Zn). 5 Beyond this limit 15 39 of 3025: Will be testedMg/i, Max it can cause 1964) when pollution is

astringent taste suspectedand

opalescence inwater

17 Anionic 0.2 Beyond this limit 1 Methylene- Will be testeddetergents (As it can cause a blue when pollution is

MBAS) mg/i, light froth in extraction suspectedMax water method

18 Chromium (As 0.05 May be No relaxation 38 of 3025: Will betestedCr&+) mg/i, carcinogenic 1964 when pollution is

Max above this limit suspected

19 Polynuclear May be -

aromatic carcinogenichydrocarbons above this limit(as PAH) g/1,

Max

20 Mineral oil 0.01 Beyond this limit 0.03 Gasmg/I, Max undesitable Chromatogra

taste and odour phic methodafter

chlorination takeplace



.

0 SI. Substance oi DesirablE Undesirable Permissible Methods ol RemarksNo. Characteristic Limit Effect Outside Limit in the Test (Ref. To

* the Desirable Absence of IS)Limit Alternate

*_Source21 Pesticides Absent Toxic 0.001 -

* - mg/1, Max _

22 Radioactive materials: 58 of* -_ 3025:01964

23 Alpha 0.1 -

emitters9 BqI1,

Max24 Beta -- 1-

emiterspci/i,

* Max25 Aluminu 200 Beyond this limit 600 13 of

* m (as taste becomes 3025:1964Al), unpleasant

* mg/i,IMax

* 26 Aluminu 0.03 Cumulative 0.2 31 of 3025:m (as effect is 1964

* Al), reported tomg/i, cause dementia

* Max27 Boron, 1 5 29 of

* mg/, 3025:1964

* - Source: Indian Standard Drinking Water Specification-IS10500:1991

* Noise level Monitoring

* The measurements for monitoring noise levels would be carried out at all designatedlocations in accordance to the Ambient Noise Standards formulated by Central PollutionControl Board (CPCB) in 1989. These standards have been described in Table 3.4. Sound

* pressure levels would be monitored on twenty-four hour basis. Noise should be recorded ata "A" weighted frequency using a " slow time response mode" of the measuring instrument.

* The location, duration and the noise pollution parameters will be monitored and theresponsible institutional arrangements are detailed out in the following sections.

Table 3.4: Noise Level Standards (CPCB)

* Zone Noise level for Day Noise level forTime Leq dB(A) Night Time dB(A)

* Industrial area 75 70

* Commercial area 65 55

Residential area 55 45

Silence zone 50 40

Day time - 6.00 am - 9.00 pm (15 hours)* Night time - 9.00 pm - 6. 00 am (9 hours)



The monitoring plan for the various performance indicators of the project in the construction

and operation stages is summarized in the checklist given in Appendix - 4 and Table - 3.5.

Soil Quality Monitoring

The soil quality monitoring is planned from lead and heavy metals contamination point of

view. The monitoring will be taken up during construction and operation as per monitoring

plan.

3.3 Implementation Arrangements

The responsibility of implementing the mitigation measured lies with the UPPWD. All

construction activities will be taken up by the contractor under the supervision consultant

and the construction activities will be scrutinized by the UPPWD. There will be a separate

supervision consultant for bridge package. The supervision consultant will have

environmental specialist. The construction work is expected to start from March 2007. In

the pre construction phase of project the supervision consultant will review the EMP and

RAP to identify the environmental and social strategy for implementation. The

implementation organogram for the bridge construction is given below:

I

J

0oeneto ta rds,Pbi ok eatet uko,Ida33


Chief Engineer|World Bank (Road) Project|

................ .. ................ ................ .r I'i E azabad § |Proiect Director|

* Contractors SupervisionN (Chellarighat Bridge) - Consultants 4-* Executive Engineer

B (Chellarighat Social & Environmental CellBridge)

AE EAssistantsSocial nvironmental Architects

Figure 3.1 Proposed Organizational set-up State Road Project-IT



TABLE 3.5 ENVIRONMENTAL MONITORING PLAN (GHAGHARA BRIDGE AT CHELLARIGHAT)

Env. Project N IONITO)RING Institutional Responsibilit)Comp. Stage Parameters Special guidance Standards Location Frequency Duration lmplemen- Super% ision

(C lainage) tation _

Air Construc- SPM, RSPM, High volume Air Wherever the 3, 8 hrs Continuous Contractor UPPWDtion Stage SO2, NO2, CO, sampler to be (Prevention contractor samples per 24 hours/or through Engineer

HC located 50m from and Control decides to day, once in for I full approvedthe hot mix plant in of Pollution) locate the Hot every season working monitoringthe downwind Rules mix plant except day' agencydirection. Use CPCB, 1994 monsoon for 3method specified by yearsCPCB for analysis.

SPM, RSPM High volume Air 3 locations, 3 samples per Continuous Contractor UPPWD/sampler to be (Prevention two on day, once in 24 hours/or through Engineerlocated 40m and control approach every non- for I full approveddownwind direction of Pollution) roads on either monsoon working monitoringat bridge and Rules CPCB side and one at season day' agencyapproach 1994 construction duringconstruction sites. camp constructionUse method period.specified by CPCBfor analysis



En%' Project NIONITORING Institutional ResponsibilitvComp. Stage Parameters Special guidance Standards Location Frequency Duration Implemen- Supervision

(Chainage) tation

Operation SPM, RSPM, High volume Air One location I location, Continuous UPPWD UPPWDStage SO2 , NO2, CO, sampler to be (Prevention as per three 8 three, 8

Pb, HC located at 15m from and Control engineer's hourly hour hour/or forthe edge of of Pollution) decision. samples per I fullpavement. Rules CPCB day, and working

1994 monitoring day forfor 3 non three nonconsecutive consecutivedays in a non daysmonsoonseason.Monitoringto be doneevery 5years.

Water Construc- PH, Grab sample Water Ghaghara Once in a Contractor UPPWDQuality tion Stage BOD, COD, collected from quality River near season (three through Engineer

TDS, TSS, DO, source and analyse standards by Chellarighat non monsoon approvedOil & Grease as per Standard CPCB/ IS Bridge seasons) for 3 monitoringand Pb Methods for 10500:1991 location years at 2 agency

Examination of locationsWater and down streamWastewater and two up

stream



En% Project NIONITORING Iiistitutional Responsibility

Comp. Stage Parameters Special guidance Standards Location Frequency Duration Implenien- Super% ision

(Chainage) tation

Operation PH BOD, COD, Grab sample Water do------ 4 Samples in UPPWD UPPWDStage TDS, TSS, DO, collected from quality Pre monsoon

Pb, Oil and source and analyse standards by and 4Grease as per Standard CPCB/ IS samples in

Methods for 10500:1991 postExamination of monsoon,Water and every 5th yearWastewater in operation

phase

Noise Construc- Noise level on Free at 1 m from the Noise At Four times a Readings Contractor UPPWD/Levels tion Stage dB(A) scale equipment whose standards by construction year to be taken through Engineer.

noise levels are CPCB camp (Preferably in at 15 approvedbeing determined each season) seconds monitoring

interval for agency15 minutesevery hourand thenaveraged

Noise level on Equivalent noise Noise At bridge Once every Readings Contractor UPPWDdB(A) scale levels using an standards by construction three months to be taken through

integrated noise CPCB site at for 3 years at at 15 approvedlevel meter kept at a minimum two 2 locations seconds monitoringdistance of 15m locations. interval for agencyfrom edge of 15 minutesapproaches. every hour

and thenaveraged.



Ens. Project MONITORING Institutional Responsibility

Comp. Stage Parameters Special guidance Standards- Location Frequency Duration Implemen- Supervision

__l_l_l_(Clhainage l tation l

Noise Operation Noise levels on Equivalent noise Noise At locations Once in Readings Contractor UPPWDlevels Stage dB(A) scale levels using an standards by monitored every five to be taken through

integrated noise CPCB during years in at 15 approvedlevel meter kept at a construction entire seconds monitoringdistance of 15m operation interval for agencyfrom edge of phase at two 15 minutesapproaches. locations every hour

and thenaveraged.

Flooding Construc- Flooding Flooding locations Every In the post Supervisiontion Stage in the study area summer monsoon consultants

should be identified before onset season also Environmenspecially on the state of monsoon cut banks tal Specialisthighway and all debris be should be hydrologistadequate measure be cleaned from photo- geotechnicaltaken to avoid the vicinity graphed. andflooding damage to of river materialsriver bank of photographed SpecialistGhaghara (specially to monitorleft bank and cuts.disposal of debris inGhaghara river andother smallerstreams be watchedcarefully

Soil Construc- Monitoring of Sample of soil Contaminan At productive Once a year Constructio Contractor UPPWD,tion Stage heavy metals, collected to be t Threshold agriculture n Stage Supervision

oil and grease acidified and set by IRIS land abutting Consultantsanalysed using database of ROW of



En%. Project NIONITORING lnstitutional Responsibilith

Coinp. Stage Parameters Special guidance Standards Location FrequencN Duration Implemen- Super ision

(Chainage) tationabsorption USEPA approaches, atspectrophotometer until two locations

nationalstandardsarepromulgated

Operation Monitoring of Sample of soil Containmen At productive Maximum Operation UPPWD UPPWD

Stage heavy metals, collected to be t Threshold agriculture five times in Phaseoil and grease acidified and set by IRIS land abutting operation

analysed using database of ROW of phaseabsorption USEPA approaches, atspectrophotometer until two locations

nationalstandardsarepromulgated

Soil Construc- Turbidity in Visual observation Water At Ghaghara Pre-monsoon Constructio Env. UPPWD

Erosion tion storm water and by Environmental Quality bridge site in and post n Phase Specialist

Ghaghara river Specialist standards or river monsoon hydrologist,hydrologist and standard seasons and materialmaterials Specialist specified of specialist of

UPPWD supervisionconsultant.

Soil Operation Turbidity in Visual observation Water At Ghagara Pres Constructio Env. UPPWD

Erosion storm water and by UPPWD Quality bridge site in monsoon and n Stage SpecialistGhaghara river Environmental standards or river and other post of UPPWD

Specialist standard water bodies monsoonspecified of seasonsUPPWD

Haul Construc- Maintenance The haul road Haul roads for At least Entire Env. UPPWD,



Ens. Project MONITORING _Institutional Responsiibiitn

Conip. Stage Parameters Special guidance Standards Location Frequency Duration Implemen- Supervision

_(Chainage) tation

Road tion Stage and up keep of including those for construction thrice a day constructio Specialist Supervisionupkeep haul roads borrows areas, river of i.e. Morning, n period and consultant

sand extraction, carriageway, evening and contractorcarriageway made to afternoonconstruction, should transport earthbe maintained from borrowproperly by spray of areas and towater at least thrice a transport sandday. from

Ghagharariverbed.

Planta- Construc- Plantation along The number of trees Plantation to The Constructio Contractor UPPWD,tion tion Stage the carriage way surviving during be done on comparison n Period Supervision

on approaches each visit of side slopes of should be consultantof bridge Environmental approaches done for

Specialist of every sixsupervision monthsconsultant should be duringcompared with constructionnumber of sapling phase.planted.

Planta- Operation Plantation along The number of trees Plantation The UPPWD Initial five UPPWD UPPWD

tion Stage the carriage way surviving during along median Environment years Environ-on approaches each visit of of bridge al cell should mental cellof bridges UPPWD- approaches do

Environmental cell comparisonshall be compared & assessmentwith number of of growthsapling planted. every year

Flora Construc- Aquatic Flora a) Turbidity at At location of Once a Constructio Env. UPPWD



En%. Project NIONITOR[NG linstitutional ResponsibilimComp. Stage Parameters Special guidance Standards Location Frequency Duration Implemen- Supervision

(Clhainage) tation

and tion Stage and Fauna location of Ghaghara Ghaghara month n Period Specialist ofFauna river near bridge Bridge at Supervision

should be monitored Chellarighat Consultants

Borrow Construc- Monitoring of The Environmental Identified Once a week Constructio Env. UPPWDarea tion Stage redevelopment Specialist of borrow areas n period Specialistmanage plans of borrow engineer well in package of engineerment areas and inspect borrow area and

borrowing every week to contractorensure proper andcontrolledborrowing andredevelopmentworks as per plansprepared


Environmental Management Plan - Chellari Ghat

3.4 INSTITUTIONAL STRENGTHENING

The institutional strengthening aspects have already been discussed in environmentalassessment documents of Phase I and Phase lI. Findings and recommendations forinstitutional strengthening for environmental aspects are being implemented by UPPWD.

3.4.1 Responsibilities of Implementation Agencies:

Supervision Consultants (SC)

The SC will assume the powers and responsibilities of the Engineer for the Ghaghara Bridgeat Chellarighat and assist the PIU in implementation.

It is expected that the sc will have the necessary capability to supervise theimplementation of the environmental measures proposed in the EMP. He will have anenvironmental specialist in his team.

It is expected that the supervision consultant will employ a full time Environmentalspecialist. A sample of duties and qualifications for such a specialist are given below in Box3-1.

Contractors

The Contractors are the major implementing agencies of EMP. The contractors arerecommended to employ Environmental Engineer/s. The roles and responsibilities of theseengineers are given below.

* Ensure proper construction and maintenance of the facilities for the labour camps

* Ensuring that proper environmental safeguards are being maintained at borrow sites andquarries

* Ensure that proper facilities are available for the monitoring of ambient air quality andcollection of water and soil samples as mentioned in the environmental monitoring plan

* Ensure analysis and reporting of monitoring results

* Ensure that environmental mitigation measures being implemented during construction

Other Agencies

The other agencies involved in project activities include the NGO procured for theimplementation of the RAP.

i

Goeneto0ta rds,PbicWrsDprmn,Lcnw ni


Box 3-1: Draft Terms of Reference for Engineer's Environmental Specialist

The Uttar Pradesh State Roads Project (UPSRP-II). financed by the World Bank, integratesenvironmental and social issues in the planning and design of the Highway Two major bridgeson Ghaghara river at Kamariaghat and Chellarighat are also part of UPSRP II AnEnvironmental Management Plan (EMP) has been prepared and is integrated in the technicalspecification and contract documents. A separate EMP has been prepared for upgradationroutes on which these bridges are planned. The prime duty of the Environmental Specialist is tosupervise the implementation of the EMP by the respective contractors of bridges and road andto ensure that the day-to-day construction activities are carried out in an environmentally soundand sustainable basis. The scope includes development of environmental procedures and goodconstruction practices, development and delivery of training programmes etc

Qualifications and Experience

. A civil engineer preferably with postgraduate specialization in environmental engineering.

. 15 years of working experience related to the integration of environmental and social issuesin the design, construction and operation of transport projects. Experience in constructionmanagement and operational maintenance of highways is preferred

Principal Duties

* Supervise the implementation of the bridge EMP. Hold regular consultation meetings with the Assistant Engineers of the Environmental Cell in

the PIU, UPPWD.. Review the Contractors' Environmental Implementation Plans to ensure compliance with the

Environmental Management Plan. Organize periodic environmental training programmes and workshops for the staff of the

Contractors, and the Project Implementation Units (PIU).. Develop good practices construction guidelines to assist the contractors in implementing the

EMP.. Monitor tree plantation programmes and the periodic ens ironmental monitoring (air.

noise, wkater. etc.) programmes to ensure compliance '%ith the State requirements.

3.5 Environmental Reporting System (ERS)

Environmental monitoring involves periodic checking to ascertain whether environmentalactivities are going according to the EMP. It provides the necessary feedback for projectmanagement to keep the program on schedule. The evaluation is essentially a summing upof the project assessment of whether those activities have actually achieved their outcomes.The important features of ERS are summarized below.

* The reporting system will operate linearly with the contractor who is at the lowest rungof the implementation system. The contractor will report to the supervision consultant,who in tum shall report to the PIU at Lucknow.

* All reporting by the contractor and supervision consultant shall be on a monthly andquarterly basis.

* The PIU shall be responsible for preparing targets for each of the identified EMPactivities.

* All subsequent reporting by the contractor shall be monitored as per the targets set bythem before the contractors move on to the site.



.* The compliance monitoring and the progress reports on environmental components may

be clubbed together and submitted to the PIU on monthly and quarterly basis.

* The operation stage monitoring reports may be every five-years, provided the ProjectEnvironmental Completion Report shows that the implementation was satisfactory.

* During the implementation period, a compliance report may include description of the* items of EMP, which were not complied with by any of the responsible agencies. This

would help in rationalising the implementation of the EMP during the remainingduration of implementation. Solutions for further effective implementation should alsocome out as a result of the compliance monitoring reports.

* Responsibilities for overseeing will rest with the Supervision Consultant's staff* reporting to the PIU.

* Capacity to quantitatively monitor relevant ecological parameters would be anadvantage but monitoring will primarily involve ensuring that actions taken are in

* accordance with contract and specification clauses, and specified mitigation measures asper the EMP.

* Photographic records will also be established to provide useful environmental* monitoring tools.

* A full record will be kept as part of normal contract monitoring. Reporting andMonitoring Systems for various stages of construction and related activities have been

* proposed to ensure timely and effective implementation of the EMP.

The reporting system has been prepared for each of the stage of road construction namely:

o Pre construction stage

o Construction Stage

o Operation Stage

This reporting shall be done through:

* ,o Reporting by the Contractor to the Technical Auditors

* o Reporting by Technical Auditor to PIU

* The reporting formats are given in appendix -3

* 3.6 Training

* The training modules have been formulated for phase II. These training modules alsocontain environmental aspects of major bridges. The training to PWD, Contractor's Staff,

* and Technical Auditor will be imparted at time when training is taken up during phase II.The budget for training programme has already been built into Phase II corridor EMPs.Hence, there is no requirement of training budget in bridge EMP. The trainingcommencement for phase 1I will start after mobilisation of phase 11 technical auditors,contractors and supervision consultants. The hands on training on site emergency plan willbe provided by supervision consultant's environmental specialist.

.


AM


3.7 Construction Schedule for Chellarighat Bridge on Ghaghara River

The construction of bridge over Ghaghara at Chellarighat shall be done in lean season flowspecially in the period starting from October-June. Expected start date of construction isJanuary 2007. As the tender opening will be in August end and remaining 4 months of theyear will be utilized for signing the contract and mobilization of contractor at site. Since theaquatic fauna in the river will have maximum impacts during construction; activities to betaken up in the river bed eg. laying foundation of well, errection of piers etc. shouldtherefore be finished before on set of monsoon. Total construction duration for the project is36 months. The construction schedule for the activities to be taken up in the riverbed isgiven below:

Sr. Activity Jan. April May June Oct. Nov. Dec. Mar Jan.No. 07 07 07 07 07 07 07 08 09

1. Soil Testing for wellFoundation

2. Construction of wellfor piers - -

l 3. River Training for wellFoundation

4. Erection of piers --- -

5. Slope stabilisation atEast and West Banks,*Bridge construction,construction ofapproaches, etc. -

0

I

Goeneto0ta rds,Pbi ok eatet uko,Ida34

0000000

0000

000

00* hptr-0

0 PLUINCNRLMAUE00

00000000

0


4.0 POLLUTION CONTROL MEASURES

4.1 BILL OF QUANTITIES FOR TYPICAL POLLUTION CONTROLMEASURES

4.1.1 OIL INTERCEPTORS (AT CAMP SITE)

SL. Description Unit Quantity

*No. -- 081 Excavation m3 10.832 Filling m3 10.50

3 P.C.C. (m-20) m3 1.06

4 R.C.C. (m-30) Cum. 1.044

5. Reinforcement T 0.44

6. Manhole Covera) 1300mm x 700mm I

b) 1600mm x 775mm I

7. 50 mm dia pipe railing m 2.508. Uniformly graded gravel m3 1.73

Uniformly graded sand used as9 oil filler separated by m3 1.24

Geotextile membrane

* 4.1.2 SEDIMENTATION CHAMBER (AT BRIDGE CONSRUCTION SITE)

SL. Description Unit QuantityNo.

1 Excavation mT 10.46

2 Filling m3 10.50

3 P.C.C. m 1.024 R.C.C. m3 1.55

5 Reinforcements T 0.50

6 Manhole Cover No. I

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

8 Cast irm paper (900 m dia.) No.9 16 mm dia bar grating m 3.7510 12 mm thick plaster m2 52.60


000000000000

00

00000

00000

0000


5.0 ENVIRONMENTAL BUDGET

Environmental budget has been prepared considering BOQ with respect to schedule of ratespublished by UPPWD. The unit rates for air, water and noise quality monitoring are in linewith the prevailing market rates. This budget does not include the slope and embankmentprotection costs. The embankment protection costs have been included in the engineeringcosts. The item wise breakup of the environmental mitigation costs is given in the followingtable.

i

i

I



Table - 5.1: Environmental Budget for Ghaghara Bridge at Chellarighat on Sitapur - Bahraich Upgradation Route

CONtIPONENT |STAGE |ITEM | tnit | Init Cost |QUANTITY Total CostI I I (Rs.) l|(INR)

Mitigation CostsAir Construction Dust Management with sprinkling of water, Covered in

covers for vehicles transporting construction Km 35,000 5.390 Engineerinmaterial g cost

Water Construction Combined oil cum Sedimentation chambers No. 60000 4 240000

Oil Interceptors at Vehicle parking areas No. 50000 1 50000Slope and Construction Silt fencing, Gabon Structure, slope protectionEmbankment and Guide bund (for streamlining the river flow) Covered in engineering CostProtection etc.

Safety Constructions Miscellaneous informatory signs and others L.S. 50,000 - 50000

Flora Construction Compensatory Plantation Numbers 1200 0 0(A) Mitigation/Enhancement costs INR

340 000

Monitoring costsStack Monitoring and ambient air Monitoring 3, 8-hr.near all hot mix plant locations approved by the 5,000 samples per 135000Engineer No. of day, once

Construction Samples every seasonS l except

Air monsoon for_3 years (=27)



CONEiPONENT STAGE ITEM Unit Unit Cost QUANTITY Total Cost(Rs.) (IMR)

Monitoring at construction sites in tandem with 3, 8-hrconstruction 5,000 samples per 405000

day,No. of 3 locations

Samples once a seasonexceptmonsoon for3 years (=81)

Three 8 hourOperation At sensitive receptors specified in the 5,000 samples per 225000

monitoring plan day for 3 non

No. ofconsecutiveNo. of days for five

Samples times in

operationphase (=45samples)

(i) Ghaghara river Water Once in a 144000Construction 4,000 season for 3

years at allWater Quality three non

monsoonseasons 4

No. of locationsSamples grab samples

two upstreamof bridge,two downstream ofbridge(36samples)



COMPONENT STAGE ITEM Linit Unit Cost QLTANTITY Total Cost(Rs.) I (INR)

- do - 4 grab 160000

4,000 samples inpre-monsoonand 4 grabsamples in

Operation -do- post-monsoon forfive times inoperationphase (40samples)

At equipment yards (Four times a year) MonitoringNo. of four times a

Construction No.pof 1,000 year for 3 12000

Noise Samples years (12samples)

As directed by the Engineer Once every 3

No. of months for 3o. 1,000 years at 2 24000

Samples locations

(=24)Once in

Operation As directed by PIU every fiveyears in

No, of 10 entire 15000Samples 1,000 operation

phase at 2locations.(15)



COMnPONENT STAGE ITEM [ Unit [Unit Cost QUANTITY | Total CostCOI_E_ONENT_STAGE_ITEM_ (Rs.) | (INR)

Soil Construction Soil sampling and testing for heavy metal Once a year

contamination at two

No. of 50 locations a 30000samples 5,000 buting Row

for 3 years

(=6)

Operation Soil sampling and testing for heavy metal Once every 5

contamination years inentire

operationphase at two

locations

No. of minimum

samples 5,000 thrice in 30000operationphase. (6)

Training & Publicity Costs

Training & Construction NILMobilisation costs and operation As per modules developed by PIU/Engineer L.S. L.S. (included

in Phase II

EMP)



CONMPONENT STAGE ITEM Unit Linit Cost QUANTITY 1 Total CostI(R-s.) (INR)

Monitoring for land use changes and holding LS Proportional NIL

Advocacy and meetings with civic bodies to prevent ribbon cost for (includedpolicy making for Preconstruction development construction in EMPprevention of and phase in pre budget ofRibbon construction construction upgradatiodevelopment and n route)

constructionphase

Holding meetings for policy planning and LS Proportional NILsubsequent review meetings with all cost for (included

Operation stakeholders like the Revenue Department, local operation in EMPelected representatives, town planning phase budget ofauthorities, NHAI, local NGOs etc. upgradatio

n routeErecting of hoardings for prevention of Row LS 5000 per Maximum 25000

Operation encroachment hoarding threehoardings

(B) Monitoring and Training Costs1205 000

Total Costs (A+B) INR 1545 000Contingency @ 5%

INR-77250Total Budgeted Costs

fNR 1622250 say 16 lakhs


0

0000000

00000

00

Chapter- 60* EMERGENCY RESPONSE PROCEDURE0 i000000100000000000


6.0 Emergency Response Procedure

6.1 Introduction

Emergency situations may arise at Bridge Site, approaches, riverbanks and in activechannels of river. The scenarios will be different in operation and constructionphases. In the present section the possible emergency situations have beenidentified and procedure to control have been elaborated.

6.2 Type of Emergency / Disaster At Bridge Construction Sites

The type of emergency /disaster possible at bridge site during construction andoperation phases are as given below:

* Fire

* Explosion

* Oil Spillage

* Spillage of toxic chemicals due to accidents

* Electrocution

* Storm / typhoon

* Falling of objects while working on super structures and foundationssimultaneously

6.3 Identiflcation of Accidental Areas At Site

The areas potential to accidents are as given below:

Construction Camp - Fire, oil spillage, electrocution, BituminSpillage

i Bridge Construction Site - (a) Fire/ accident due to welding at superstructures

(b) Electrocution

Approaches - Fire, release of flammable / toxic chemicalsdue to road accidents

6.4 Emergency Preventive Measures

Following preventive measures will be adopted to avoid occurrence of accidents:

- The bridge and approaches design and construction are as per national andinternational codes applicable;

i



- Provision for adequate access ways for movement of equipment and personnelwill be kept at bridge construction site and at construction camp; and

- Minimum two numbers of escape gates at respective campsites will bedesignated for safe passage of personnel during emergency.

6.5 Level of Accidents

If there is any disaster either at either bridge site or at camp due to any reason, thelevel of accidents from damage point of view may vary. The level of accidentsconsidered in disaster management plan are summarised below:

Level I - Operator / Worker Level;

Level II - Local Community Level;

Level III - Regional / National Level, and

Level IV - International Level.

Out of the above only level I and level 11 accidents are anticipated at bridge(construction sites) and construction camp sites.

6.6 Critical Targets During Emergency

a) Level I Accidents

Under this level accidents will happen due to fire, oil spillage, electrocution,welding related minor accidents, etc.

This level has maximum probability of occurrence and will affect workers inclose vicinity of accidents and accidents will be controllable by operator /workers themselves.

b) Level II Accidents

i Accidents of this level can occur in case of sudden release of water fromupstream, fuel oil storage tank at camp on fire, sudden accidents of LPG tankersat bridge site, etc. The probability of occurrence of this level of accidents is verylow due to inbuilt safety devices at construction camp, machinery andequipment.

Adequate fire fighting equipment will be deployed at fuel oil storage site ofcamp as chief controller of explosive while giving licence to store flammablematerial specifies protection measures as part of licence.



.* 6.7 Site Emergency Control Room

* In order to control the disaster more effectively a Site Emergency Control Room(SECR) will be established at campsite. Facilities planned to be provided at SECR

* are given below:

* - Construction Camp layout showing various material storages

- Location Map of Bridge Construction Sites

- Internal Phone Numbers

* - External Mobile Phone Numbers

* - Public Address System

- List of dispensaries and registered medical practioners around camp sites

- Muster Roll of Employees0

- Torch Lights

* - Phone numbers of PWD officials at Sitapur, Bahraich and Lucknow, Sitapur andBahraich districts administration

- Notepads and ball pens to record message received and instructions to be passedthrough designated persons

- At SECR availability of floatation devices such as life jackets and tyre tubes will* be ensured. In numbers at least of 2 of each will be ensured.

* One room at contractor's camp will be designated as SECR. In this room all* information explained will be displayed. There will be regular testing and updation

of the "On Site Emergency Plan" by conducting periodic mock drills. The* deficiencies will be noted and necessary amendments will be done.

* 6.8 Safety Officer

* One person of Deputy Project Manager Rank will be designated as safety officer.

* 6.9 Managing Emergency (Control Plan)

0a) During Construction

Coordination among key personnel and their team for construction and operation* phases has been shown Figures 6.1 and 6.2.

* The emergency organisation will be headed by emergency leader called Site* Main Controller (SMC) who will be the Project Manager of the contractor

executing the construction job. In his absence senior most person available at site* will be emergency leader till arrival of project manager.

00 Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-3

0


Besides the top official described in above rest of the employees will be dividedinto three action groups 'A', 'B' and 'C' and non-action group -'D'. Team 'A'will consist of group staff already working prior to accident at site, action 'B'will comprise group of people not affected and doing some other constructionactivity in the vicinity and action team 'C' will consist of supporting staff. Thesemainly be security personnel at camp sites. Group 'D' will consist of persons nottaking part in control of emergency. These will be staff of supervisionconsultants, outside personnel and contractor personnel not taking part incontrol.

Team 'A' comprising staff of affected section / location will be taking up theaction in case of emergency. Team 'B' will help team 'A' by remaining in theirrespective sites ready to comply with specific instructions of SMC. Team 'C'consisting of supporting staff will help team 'A' as required and directed byteam 'B'. Group 'D' will be evacuated to safe region under supervision of team'C'.

b) During Operation

The Executive Engineer PWD Bahraich / Sitapur circle will prepare an on siteemergency plan based on organogram suggested. The possible accidentalscenario will be fire / explosion / spillage at bridge site.

6.10 Rules and Responsibilities of Emergency Team

a) Site Main Controller (SMC)

The SMC will be project manager (construction) and he will be emergencyleader. He will assume absolute control of the site and shall be located at SECR.

b) Incident Controller (IC)

Incident Controller shall be designated safety person at site. He will go the sceneof emergency and supervise the action plan to overcome or contain theemergency. He will inform progress on control of emergency to the projectmanager.

c) Irrigation / Water Resource Department

Local office of irrigation / water resources department will inform /communicate to PWD and project manager about release of water in the river inupstream of proposed bridge. There are no barrages upstream anddownstream of proposed bridge.

d) Executive Engineer PWD

The respective Executive Engineers PWD (Sitapur / Bahraich) and their officestaff will closely monitor the emergency control. In case project manager feelsthat help is needed from civic bodies for the control of incident he will inform to


i


the concerned Executive Engineer who in turn will request to districtadministration for help.

.e) Emergency Security Controller

* Emergency Security Controller shall be senior most security person at camp site.In case emergency occurs at bridge site the security staff will move to bridge

* site. The role of security controller will be to direct outside agencies (firebrigade, police, etc.) and prevent general public to enter site of emergency.

6.11 Outside Organisations Involved in Control of Disaster

* In the event of massive spillage of toxic, chemical flammable material from tankerat the bridge site, or fuel oil or bitumen spillage at camp site, occurrence of severe

* fire at camp site or bridge construction site, population and property may getaffected. In such circumstances help will be taken from outside agencies. Theorganisations that shall be involved are as follows:

a) State and Local Authorities : District Collectors of Bahraich and* Sitapur for Revenue Divisional Officers

of the above mentioned districts

b) Environmental Agencies : Member Secretary UPPCB,represented By regional office

* environmental engineers

* c) Fire Department : District Fire Officers Sitapur /* Bahraich

* d) Public Health Department : * District Medical Officers Sitapur /Bahraich

* * Residential Medical Officer ofPHCs

e) Local Community Resources : * Regional Transport Officer

* * Divisional Engineer Telephone

* 6.12 Emergency Control Procedure

* a) Spillage of Fuel / Bitumin at Camp Site

In the event of spillage of bitumen or fuel at camp sites the operator / person* noticing it will inform to project manager. The project manager will instruct the

action team 'A' who will be hotmix plant operator, WMM plant operator, etc. to* contain the spillage. The spilled material will be recovered as far as possible.* The non-recoverable portions will be absorbed in sand or GSB and will be

disposed off as per provisions of Hazardous Waste (Management and Handling)* Rules, 1990.



b) Spillage at Bridge Construction Site

In case spillage of bitumen / fuel oil or any other toxic material occurs at existingbridge or proposed bridge construction site, the project manager will send asuitably formed action team 'A' at site of spillage along will few truck load ofsand / GSB. He will also inform executive engineer PWD about the incident.The action team will control the spill and recover spilled material as far aspossible. The un-recovered spilled material will be absorbed in sand or GSB andwill be disposed off as per provisions of Hazardous Waste (Management andHandling) Rules, 1990.

c) Fire at Construction Camp/Bridge Site

On noticing the fire the staff member of contractor will inform project manager.He will form an action team 'A' and will send them to the site. In case fire is atcampsite the personnel of concerned section will extinguish fire with firefighting equipment locally installed. The project manager will request PWD forexternal help if he feels. Non-action staff members will be evacuated to safeplaces through pre-decided escape routes.

d) Cleaning of Hydraulically Operated Equipment Close to River

The contractor will submit method of statement to the engineer for cleaning ofhydraulically operated equipment at bridge site. The engineer will ensure thatmethod of statement is practicable and contains communication procedure withthe operator and cleaning person, adequate and safe arrangement to work,presence of site safety in charge at the time of cleaning, etc. The supervisionconsultant will ensure compliance of method of statement. The hydraulicfitness of equipment will be ensured by supervision consultant throughverification of hydraulic test certificate.

e) Spillages In Water Way During Construction

There are chanles of spillages of construction material during construction offoundations and super structures. In the event of spillage the contractor willprevent spread in upstream and downstream by putting some barricades in theform of inflated boom and the spillage material from water surface will berecovered as far as possible. In case water is contaminated the flow fromupstream will be suitably diverted and contaminated area will be isolated. Thiswill be possible because construction on super structures and foundations isplanned during lean season. The contractor will submit a method of statement forthis scenario and supervision consultant will approve it.

f) Welding on Superstructures

The welding at superstructure will be ensured through proper scaffolding. Thewelding will be done during day-time. The use of welding shields will beensured.



g) First Aid and Medical facilities

The contractor will make arrangements of first aid boxes in adequate numbers atcampsites and at bridge construction sites. In order to ensure timely medical aidhe will have an arrangement with local PHCs/hospitals to transfer to victims.

h) Falling of Objects While Working on Super Structure and Foundation

Falling objects may cause injuries while working simultaneously on superstructures and foundations. The contractor will ensure working at these locationswith personal protective equipment (PPE) such as safety helmets, gumboots, etc.The safety officer of contractor and supervision consultant's environmentalspecialist will ensure use of personal protective equipment.

6.13 Emergency Exit and Escape Routes

The emergency exit or escape routes will be marked on construction camp layoutonce camp is fully established. These routes will be fully explained to all personnelduring training sessions.

6.14 Training on Emergency Aspects

The supervision consultant will organise hands on training on emergency andhazardous aspects. The contents of this training will include "possible hazards atcamp and site due to handling, storage and construction activities. ControlProcedures, provisions of hazardous (Waste Management and Handling) Rules andManufacture Storage and Import of Hazardous Chemical Rules". The emergencycontrol procedures will also form part of training.

I

I

Goeneto0KrPaeh ulcWrsDprmn,Lcnw ni -


| Project Manage Executive Engineer, PWD Local Irrigation / WaterChellarighat Bridge 4| Sitapur / Bahraich Resources Deptt.

Communication Team Advisory Team Emergency Coordinator

* Manager Finance * Incharge Road Works * Environmental andand Administration * Incharge Superstructure Safety Officer (Designate)

* Incharge Quality

0IF

Action Team 'A' Action Team 'B' Action Team 'C'

- Incharge Affected Site - Incharge Affected Site - Staff not involved inS a nEmergency Team

- Operators/Technicians - Staff and Technicians Drivers, Contractor,of Affected Site of neighbouring Site to Labour, etc.

help Action Team 'A'

Figure 6.1: General Coordination Among Key Personal (During Construction)

I



District MagistrateSitapur / Bahraich Districts

|Water Resources/ L Executive Engineer, PWD |Irrigation Depft. SitapurI/ B

Fire Revenue Public Health Environmental Social

Departm Officer Department Agen Organisations

Figure 6.2: Coordination Among Key Outside Agencies


*6

0

Apedi-

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Appendix I

Appendix -1

Quarries identified for UP State Roads Project II

S. No. Name of Quarry MaterialI1 Badshahi Bag quarry Aggregate2 Hardwar quarry Stone aggregates3 Lalkuan quarry :Stone aggregates4 Beharigarh qLiarrN Stone aggregates5 Tanakpur quarry Stone aggregates6 Fatellpur Sikri quarrN Sand-stone aggregates7 Jihaisi quarr\ Granite aggregatesS Banda quarry Stoine aggregates9 Karbrai quarr\ Stone aggreoatesI II Sharkargarh qtiarr) Sand-stone aggregates1 1 Hamirpur quarry Sand12 iChunar quarry Stone aggregates13 Dalla quarry Lime-stone aggregates

14 Chpa qurr . S n ...... ..... ........... ..... ... .... ............. .... .. ... .. ...*14 *Chopan quarr 'Sand15 Birohi quarry ,Stone aggregates

Al - I

00000000

000000

000* Appendix -Il

000000000000000000

*Appendix 2

Appendix -2

Consolidated - compliance status on environmental management plan for Ghaghara Bridge at Chelllarighat

No. PackagesNo. PakagesChellarighat BridgeChellaghari Status and other Remarks

Issues on Ghaghara

1 Site clearance - Tree Felling

% of trees cut

2 Tree Plantation:

3 Borrow area management1 .No. of borrow areas

approved2.No. Rehabilitated

4 Top-soil management1. Estimates of excavated

soil2. Estimates of top soil re-

used

A-2-1

*Appendix2

No. Packages Chellarighat Bridge onGhahar Status and other Remarks

Issues Ghaghara

5 Site ManagementConstruction/Labour camps

Facilities at camp sites:AccommodationFencingMedical careDrinking waterCreche facilityW.C. for men/womenHIV postersSoakpitsSeptic tanks

Safety at Work site

- First aid boxes at camp and work site- Availability of welding shields

- Hydraulic test certificates ofhydraulically operated equipmentsuch as cranes

- Helmets, Gumboots and noiseprotective devices such as earplugs

- Availability of inflated boom atconstruction site to contain spillagein river water

A-2-2

0 wwwAppndx2 2 0

6 Site ManagementDebris/Soil disposal plans

7 Pollution control

NoiseNoise control devices on equipmentsEar plugs provided / usedDustDust control devicesSprinkling of waterCover on the vehiclesCover on stocked materialOil spila2eGrease trapsSolid platformsWaste waterDrainageSoakpits

Maintenance of equipment

A-2-3

8 Pollution monitoring duringconstructionAirWaterNoiseSoil

9 Workshop on Environmentalmanagement practices

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

A-2-4

*Appndix2

11 Availability of Facilities At SECR

- Construction camp layoutshowing various material storages

- Location map of bridgeconstruction site

- Internal Phone Numbers- External Mobile Phone Numbers- Public address system- List of dispensaries and

registered medical practionersaround camp site

- Muster roll of employees and subcontractor workers

- Phone number of PWD officialsat Sitapur, Bahraich andLucknow

- Notepads and ball pens- Floatation devices such as life

jackets and tyre tubes at least twonumbers of each.

A-2-5

0y-00000

000000

00

00

* Appendix- III00000*00400000000

000

i

Appendix 3

Appendix - 3

Environmental Monitoring Status

ACHIEVEMENT OF THE OBJECTIVES TILL DATE

1. Mobilisation Status - (Contractor)

Sr. Bridge Name of the Civil Date of Name of EnvironmentalNo. Contractor Mobilisation Engineer

I ChellarighatBridge onGhaghara

Issues:

Action taken:

2. Mobilisation Status - (Technical Auditor}

Sr. Bridge Name of the Civil Date of Name ofNo. Consultant Mobilisatio Environmental

n Engineer


A

A--

Appendix 3

Issues:

Action Taken:3. PIU Staff

Sr. Bridge Name of the Project Name of EnvironmentalNo. Director/PIU HQs Manager/HQs


Issues

Action taken/to be taken

3. Institutional Capacity:

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

Sr. Package No. of No. of Workshops No. of workshop organisedNo. officers held at camp at Lucknow

trained

* ChellarighatBridge onGhaghara

A-3-2

Appendix 3

ENVIRONMENT MANAGEMENT AT THE CONSTRUCTION WORK SITES

Earthwork

Package Estimates of Estimates Preservation Debris and soil disposalexcavated of topsoil to measures? plan, if soil is not be re-soil be re-used Arrangement of used

stockpiling the top________soil

ChellarighatBridge onGhaghara

Issues/Action

Machinery

a) Condition of the machineries

b) Pollution control equipment for machinery

Issues/Action

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

0Sr. Package Agenci Location of Pollution Within If exceedingNo. es Monitoring levels CPCB limits -

deploy Chainage Permissibl action takened for e limitsmonito Yes/No

ringI Chellarighat

Bridge onGhaghara

A-3-3

Appendix 3

Issues/Action

ENVIRONMENT MANAGEMENT AT THE CONTRACT AND LABOURCAMPS

Establishment of Contract Camps and Labour Camps

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

Sr. Package Location Chainage Date of Present Land Area ofNo. establishment use Camp


Management measures:

Issues Yes/No Action required Responsibility

Area sufficient forlabour camps

Accommodation forstaff and labourssufficient

Safety measures likefencing/ boundary

* wall etc.

A-3-4

l

Appendix 3

Issues/Action taken

General Facilities at campsite

0 Labour / Manpower resources

Facilities provided/other features Chellarighat Bridge on GhagharaLabour nos.I .Transient2.Permanent3.Women

Medical careDrinking water/Tank capacityI .No. of tube wells

2.No.of hand pumps

3.Tank capacity

4.Overhead Storage TankSeparate drinking water facilitySecurityCreche facility

1.No. of Quarters

2.size of dwelling unitLocation from construction worksiteAvailability of doctorLocation from settlementCooking facilities1.No. of WCs

2.WCs for women

3.No. of bathroom for women* HIV Posters provided


Issues Yes/No Action required ResponsibilitySeparate drinking waterfacilityAdequacy of WCsSeparate WCs for womenAdequacy of medicalfacilities

A-3-5

Appendix 3

Issues/Action taken

Machinery / materials and other physical aspects

Indicators Chellarighat Bridge on GhagharaSolid waste mgmt/garbagedisposal etc

SanitationNo. of septic tanks/soakpitsDrainage to collect anywaste waterTreatment of water fromfuel use areasOil and grease traps:

1.Solid platform provided

2.Fuel storage

3.Fueling equipmentStockyard planning

I.Solid platforms

2.Material covered

3.Segregation of materials

4.Layout of yard

5. Routing of heavyvehicles

6.Ground levelling

7.Lorry covers for fine* material

Dust suppressionI.Haul roads2.Stockyard

Safety equipment in use

Camps fenced

A-3-6

Appendix 3


Issues Actions ResponsibilityDrainage to collect any wastewaterDust suppressionI.Haul roads2.Stockyard

* Stockyard planningI.Solid platforms

2.Material covered3.Segregation of materials4.Layout of yard5.Routing of heavy vehiclesOil and grease traps:I.Solid platform provided2.Fuel storage3.Fueling equipmentSanitation/ adequacy of septictanks/soak pitsSafety equipments like helmets,ear plugs etc.

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

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

Areas Areas settlement/ constructi rehabilidentified Approve Water on work itationin the EA d by RE source site plan

1. ChellarighatBridge onGhaghara


Issues Actions ResponsibilityConsultations with landowners w.r.t. rehabilitationplansPreparation of rehabilitationplansHaul roads maintenance

A-3-7

Appendix 3

Issues

Location of Batch mix and Hot mix plants:

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

. settlementI Chellarighat

Bridge onGhaghara


Issues Actions ResponsibilityPollution levels as perCPCB permissible limitsI.Air2.Noise3.SoilDust suppressionRegular maintenance tocomply with CPCBstandards on aboveparameters

Road Safety during construction

Sr. Pkg. Traffic diversion and Use of SignageNo. Management Plan


=

0=

A-3-8

Appendix 3

Tree Felling Status: The concerned PD will give status of tree cutting in the prioritystretches of the package.

Sr. Package Priority Actual no. of Tree cutting % of treesNo. stretches Trees to be cut status cut

(chainage)I Chellarighat

Bridge onGhaghara


Issues Action ResponsibilityRoad safety during cuttingTransport of logs withoutdelayEnsuring the sites clear oflogs and trees in stipulatedtime

Tree Plantation:

Sr. Package No. of Trees No. of Trees/Shrubs No. of plantsNo. proposed for proposed to be required for

compensatory planted in median junctions/ siteplantation specific locations


Issues Action ResponsibilityInventory of nurseries thatwill supply saplings (2 to 3year old)Coordination with the ForestDepartment to develop anactivity planLandscaping plans onenhancement sites

A-3-9

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S

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7 Appendix -4: Protection Work Drawings

Up streamof bridge RI V E R BRIDGE PASSAGE Centre line Down streamo 0 o of bridge ot bridge

310mn -d |- SO

1> .Bcick side ° S 5

All dimensions are in m.

DringI: PLAN DETAILS OF RIGHT BUND >

CD

> 0.

x

C

Stone gobon wallacting as permeaUespur

Stone gubt4n wall.,n contlnuaUlonOf let Iguide btw4

zoo

UP STREAM OF i RiC3 E% -RIVER BED RIVER BED

All dimenlions are in ,r

40 "Dw -2 1PLAN DETAILS OF LEFT GUIOE BIIND

*~~~~~~~ *

* * *

1/2m thick stonegQbion

River side AGRASS TURFING Back side

HFL117.4m 2< lm lm t 21

l1m 112m thick stone* ~gabion /

RL113.7m

122m fi[ter -2m-

Geotextilef itter 0.25m thick m

sand layer 0 1 2 3 4 50G Pipe 10cmdio, 0 200 600 1000

STONE GABION -. 5m long,4m c/c

Sand ~ TOE WALL

GEOTEXTILE FILTERGeotextile -

G.I.Pipe G.1.PIPE >.tn Drawing-3: PROTECTION WOOiK FOR RIGHT SIDE OF GUIDE BUNDCD

0.

Road

1/2m thic)(stonfe Bridge deck with girder

R L119.14m gbo-RL 119.4 m

H F4mmTied to pier

im thick stone m piergaibion , \* P

RL113.7 m_ R-L 113 .7 m

I2m rrv 2m

Geotextitefitter /Om

Sand lcyerof 0.25mA hick . We(l found&Aion

GI Pipe 10cm X,5m long, 4m C/c

- --

o 400 800

-82.1m

Drawing-4: EMBAN KMENT PROTECTION WORK FOR RIGHT ABUTMENT

Road

Back side Grass turting River side1/2m thick stonegab io n RL 119-4 m

g1io 1 RL117 4m (HFL)

Bank level

R L116 112m thickRL11 stone gabion 2m

Geotextile lm thick stonefiltergabion

1 2 3 4 lm Solnd layer- of0 400 800 0

GI Piper 10cm 0,5m longat 4m c/c

Drawing-5: PROTECTION WORKS FOR LEFT GUIDE BUND

Road.

Bridge deck

9;otiXtiing 1/2m thick gabion RL119.4mcnd gabion Free booRLd 7 4 (HFL)

Pier ---4 lTm thick gcbion

RL113,7m- - X m L137RLRL 11377-

t 6 Sand layer of Geotey.ti[eO.25m thick filter

We11 foundation G.I. Pipe 10cm ,5m long,4m c'c

01 23 4

0 'nn 800

-RL 85.0mDrawing-6: EMBANKMENT PROTECTION WORKS AT LEFT ABUTMENT

0).

lm

River side T5m Back side

2m-General bed level 113.7m

aml t 42m-4--/Geotextile fitter Width as per Fig'.4.8all along the base

Scale: 1:100

Drawing-7: STONE GABION WALL PROVIDED AT UPSTREAM OFRIGHT GUIDE BUND : SECTION ACROSS A` ASSHOWN IN FIG 4.8

. a.

Left bank surface

Himl<-

RL 118 .7m

2.5m -

River side

25m

I General bed level0.5 m 11 3.7 mGeotextile filter M1r 2 m - 5mci(l (along the bed

Draw?n98: !STONE GABION WALL PROVIDED FOR THE LEFT BANKPROTECTION SECTION ACROSS SB935AS SHOWN INFIG 4.9

CD0.

x

ml High flood level117.4m

2m

Back side River sicle

2m

General bed level 113.7n0.5

1 3m it 2m, Sm Tm

Drawing-9: STONE GABION WALL PROVIDED FOR -DOWNSTREAMOF LEFT GUIDE BUND: SECTION ACROSS 'CCC ASSHOWN IN FIG. 4.9

CCD

RoodGrassturfras tur' ing

___L____ 9im m RL119-4m

HFLl117.4m ml| FL 117 4ry-i

1/2rn thick ston n e

G2ot i o n 1/a'2t 2m thick ston~.'Geo)textile eo t ex tll .v- -,

RPL ~13.7r Inf iler f ilter lrn

kt- j +dm 'HTmim

Daigl:PROTECTION WORKS FOR 1OAD EMBANKMENT

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AS V5ECR RE" MEUNT

SLOPE 1K48 11S75

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3) MyT COMMeN TO n aM TO M ASfWlD NY TMlK 1 _ _

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sa-\ > s \ IllCCC 7X- 1Cll ID¢

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Z.T WILL TR TNt SOIL.

__-__ __s._ . Z. T13S rASTEHWO GEOTEXTIL

NATUL SOIL AOCUSALATES IWEMBANKMAENT 0$SPACE WHICh lACUfTATES

VECTATIOW IN THE COURtSE OF T11,

DETAILS OF GABION STRUCTURES§ (SCN.t-: tO)

G ABION BOX3TYPPIAL SECTION FOR AER BODY NEAR THE HIGHWAY TYPICAL

1 )A3- ll nE VNEZBS 0 33 STA7= DRAWING: lT- GABION STRUCTURE FOR SLOPE -I) M mu waR A W Na sr Gn PROTECTION

2)A mOaIuD 03mIS OUalOD3

,-4 t .FtCH UNEWIK O c/cOCEMNO rOR DITCHCAST - --.. WltN 161U 0 IRON

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VCOTA1tI POND ________ OADSPNOLtS °IA1- CAST OM PtA.S ON

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Dl IS UI0 - IA F;IION

TP"ISABRMEN SECTION X-X

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| t A" MV*=- NUW YY = OV111 tJ STA i DRAWING: T-5S OILCUM SED)IMENA1TION CHAMBER AT BRIDGE| }., ... .... .. CONSTRUCTION SffES

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CEOTEXTIII iuAsn ___ __ __ _)- _ __ _.t4o N O1 SJdiLA-

APMOVCD MAK&

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C E tnXD TO L AN I SEC N IQN hAL

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