national highways author* of india

SUMMARY

-

Concession Agreement ,Schedules and SPV Details for NK Toll Road Limited

Volume 2 RFP, Response to Queries and Addendum for NK Toll Road Limited

3 volume 3 DPR for NK Toll Road Limited

3onsulfancy Sewices for the Preparation of Feasibility Study and Detailed Project Reporf for four/six Laning of Salem to Karur (NH-7) in Tamilnadu

Volume IVA: Environmental Management Plan (Part I I )

May 2005

LEA Associates South Asia Pvt. Ltd. I!

TABLE OFCONTENTS

CHAPTER 1 . INTRODUCTION ..................................................................................................... 1

....................................................................................... 1 . 1 PROJECT BACKGROUND 1-1

1.2 TREATMENTS PROPOSED ....................................................................................... 1-2

1.3 CLEARANCE REQUIREMENTS FOR THE PROJECT .............................................. 1-2

CHAPTER 2 . SUMMARY OF IMPACTS ................................................................................... 2-1

........................................................................................................................... 2.1 SOIL 2-1

.............................................................................................................. 2.2 AIR QUALITY 2-1

....................................................................................................................... 2.3 WATER 2-1

......................................................................................................... 2.4 NOISE QUALITY 2-2

................................................................................................................... 2.5 ECOLOGY 2-2

2.6 FLORA ........................................................................................................................ 2-3

......................................................................................... 2.7 CULTURAL PROPERTIES 2-3

.................................................................................. CHAPTER 3 . MITIGATION MEASURES 3-1

.................................................................................. 3.1 PRE-CONSTRUCTION STAGE 3-1

.......................................................................................... 3.2 CONSTRUCTION STAGE 3-1

CHAPTER 4 . ENHANCEMENT MEASURES ................................................................--.......... 4-1 ......................................................................................... 4.1 CULTURAL PROPERTIES 4-1

........................................................................... 4.2 ENHANCEMENTS CONSIDERED 4-2

................................................................................ CHAPTER 5 . MONITORING MEASURES 5-1

5.1 PERFORMANCE INDICATORS ....................... .. ..................................................... 5-1

................................ 5.2 MONITORING PLAN FOR ENVIRONMENTAL CONDITIONS 5-2

5.3 REPORTING SYSTEM ............................................................................................... 5-5

CHAPTER 6 . IMPLEMENTATION ARRANGEMENTS ........................................................ 6-1

6.1 ORIENTATION OF MEMBERS OF THE ENVIRONMENTAL CELL .......................... 6-1

6.2 INTEGRATION OF EMP WITH PROJECT ............................. ....

CHAPTER 7 . BUDGFTARY PROVlSlONS

Ntztiortul High ways A~ihoriQ of India Pwperet~on d Feastbility Study two' Dotailed Pwect Ropori lor

FINAL DETAILED PROJECT REPORT ioudw lanng of Salem lo Karur ( N H - 7 ) In Tamilnsdu Volume IVA (Part-11): Envinmmental Management Plan

LlST OF TABLES Table 1-1: Statutory clearances required ........................................................................................... 1-2

Table 1-2: Environmental clearances required during construction .................................................... 1-2

Table 2-1 : Reserved Forests along the Project Corridor .................................................................... 2-3

Table 2-2: Common Tree Species along the Project Corridor .......................................................... -2-3

Table 2-3: Protected Monuments Located in the Project Region ....................................................... 2-3

Table 2-4: Likely Generic Impacts on Cultural Properties with reference to ROW .............................. 2 4

........................................................................... Table 3-1 : Environmental Management Measures. -3-2

..................................................................................................... Table 5-1 : Performance Indicators 5-1

Table 5-2: Environmental Monitoring Plan ....................................................................................... 5-3

Table 5-3: List of Monitoring Stations during construction Stage ..................................................... ..5-5

............................................................................ Table 5-4: Summary Details of Reporting Formats 5-5

.............................................................................. Table 7-1: Environmental Budgetary Provisions 7-1

LlST OF FIGURES

Figure 1 : Map of the project corridor ............................................................................................. 1-1

APPENDICES

Appendix 1. Quany Management Plan

Appendix 2. Guidelines For Redevelopment Of Borrow Areas

Appendix 3. Guidelines for Siting & Layout of Construction Camp

Appendix 4. Guidelines for Identification of Debris Disposal Sites

Appendix 5. Examples of Some Good Practice in Traffic Control and Safety During Construction

Appendix 6. Location of Sensitive Receptors & Environmental Features

Appendix 7. Environmental Reporting System

Appendix 8. Enhancement Designs for cultural properties

Appendix 9. Locations proposed for Institutional Plantations

CHAPTER I :INTRODUCTION

Chapter I . Introduction

1.1 PROJECT BACKGROUND

National Highway-7, apart from being major trunk road of the country, acts as one of the most important prime arterials of Tamil Nadu state, traversing from north to south in the center of the state. It caters to most of the interstate and intrastate traffic movement originated and destined to southern and western parts of the state from various parts of the country. The project conidor is a part of NH- 7 between industrial city of Salem and Karur in the state of Tamil Nadu. The present section of project corridor between Salem-Karur runs through three major districts. Salem, Namakkal and Kanrr and connects all three-district head quarters.

The section of NH-7 under consideration takes off from a rotary intersection in the urban area of Salem. Existing Salem bypass four-laning also starts at the same intersection. Chainage of the project corridor at this starting point is km 207+600, km 0+000 being at Bangalore. The project corridor travels south with an increase in the chainage towards Namakkal and Karur.

Namakkal bypass takes off from the NH-7 at km 248+900 on the outskirts of the erty, and ends at chainage km 259+600. the project corridor ends at the outskirts of Karur town, where a

Figure 1 : Map of the project corridor four-lane bypass for the town is already in the - .

existence. Chainage of this intersection is km 292+600. The TOR mentions as the end point chainage to be km 301+000. However, a four-lane bypass already exists between km 292+600 and km 301. Accordingly, the end p in t for the present section may be considered as km 292+600 only. Accordingly, the projed corridor has been divided into two sections as:

Section-1:Salem-Namakkal Bypass Junction (starting Point)

National Highways Authority of India Preparation of Feasibility Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT fourlsix Ianlng d Salem lo Kam (NH-7) m Tamilnodu Volume IVA (Part-11): Environmental Management Plan

1.2 TREATMENTS PROPOSED

The improvement options worked out have been designed to be technically sound, environmental friendly, and economically most feasible. They not only include formulation of typical cross sections separately for rural and urban areas depending on requirements of capacity augmentation. The treatments proposed include:

Provision of Service roads for traffic segregation at urban areas;

Provision of wide paved shoulders and sidewalks to segregate non-motorised local traffic1 pedestrian movement;

Identification of urban areas that require Bypasses/Re-alignments;

Identification of optimal bridge alignments;

Provision of pedestrianlvehicular underpasses

Provision of bus bays and bus shelters

Provision of way side amenities

Provision of toll plaza

1.3 CLEARANCE REQUIREMENTS FOR THE PROJECT

The requisite environmental clearances for the project implementation, as detailed in Table 1.1 shall be complied with by the NHAI.

Table 1-1 : Statutory clearances requlred

Apart from the clearances for overall project works, it is included in the contract documents that

5. No.

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2

the contractors obtain required clearances from various agencies for operating his equipment and carrying out construction. The statutory requirements under which the contractor has to

Statutory Authority Ministry of Environment and Forests, Government of lndi

Tamil Nadu Pollution Control Board

obtain clearances are listed in Table 1.2.

Statute under whlch Clearance is Requlred -

Environmental Impact Assessment Notification, 1994 issued under EP Act, 1986 Water (PBCP) Ad, 1974 8 Air (PLCP) Act, 1981

Table 1-2: Environmental clearances reauired during construction

, ' Hot mix plants. Crushers and hatching planlo Discharge from mnstruct~on activities

Storage, handling and transport Of hazardous materials

Sand Mining, quarries and borrow areas

Tarnll Nadu Seste Pallution control board Tamil Nadu State Pollution Control Board

Tamil Nadu State Pollution Control Board

Department of Geology and Mining, Govt, of

Air (P&CP) Act. 1981 - Water (P&CP) Act, 1974

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No.

5

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Statutory Authority

Tamil Nadu

Public Works Department (Ground Water) Tamil Nadu State Pollution Control Board

Construction Activity for which Clearance

Required

Ground water extraction

Disposal of bituminous wastes

Statute under which Clearance is Required

upto 31.3.2001]

Tamil Nadu Ground Water Development And Management Act 2000 Hazardous Wastes (Management and Handling) Rules, 1989

CHAPTER 2:SUMMARY OF IMPACTS

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Volume NA: Envimnmentaf Menagemen t PIan (Part 2)

Chapter 2. Summary of lmpach

2.1 SOIL

Black cotton soil is predominantly found in Salem district whereas red loam is predominant in Namakkal district accounting for approximately 60% of the area. Black soil is the predominant Soil type in Karur district accounting for approx 36% followed by lateritic Soil (24%). The other types of soils found in the region are sandy soils, coastal alluvium and gullied ravenous soil.

Borrowing of soil for raising the embankment level is likely to impact the topsoil and also cause ponding. Contamination of soil at the vehicle parkinglmaintenance areas, hot mix plants and material storage areas is likely.

The widening of road would require acquisition of agriculture lands at places where the presently available ROW is inadequate to accommodate the proposed improvements. The acquisition of agricultural land would cause loss of productive soil. Significant quantities of soil will also be required for raising the embankment. This may also result in loss of the fertile topsoil.

2.2 AIR QUALITY

The air polluting sources in the project region primarily consist of industries and the vehicles plying on the roads. There is no specific data available to indicate the ambient air quality status along the project corridors, but the pollution levels monitored at some of the urban centers, especially in urban centers indicate pollution levels lower than ambient air quality standard for industrial areas within the project influence area.

Air quality will be impacted for a short period due to construction activities. Construction activities particularly earthwork, diversion of traffic, transportation of material, movement of vehicles on the haulage roads, would increase the SPM content in the immediate vicinity of the construction area. Vehicular pollutants from the construction equipments would contribute to the gaseous pollutants during this stage.

Increase in the number of vehicles would increase the pollutant load but the free flow of traffic due to the removal of congestion and correction of the gradient would minimize the rate of increase in concentration during the operation stage.

Concentrations of air pollutants such as SPM, CO 8 NO, will be monitored to establish the baseline and impacts will be predicted using CALINE-4.

2.3 WATER

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conidor at km 278.650. The ground water in the region is limited to 60 m depth in weathered residium fractures in zones having secondary porosity. The ground water yield is limited to moderate prospects of upto 50 m3/hour. Apart from these there are a number of wells and ponds that serve as water sources for agriculture and domestic consumption. Instances of faecal contamination along the course of the river due to unhygienic anthropogenic activities are evident.

Salem and Namakkal districts are mainly dependent on ground water sources except for the region under Cauvery Padugai (River Basin). 1

I

Impacts on surface water quality while working close to water bodies is expected. Contamination occurs due to sediment-laden runoff from the erosive areas, as side slopes of embankment and I

from landslide prone areas, entering the water bodies. Apart from these areas, runoff from exposed land surface and lands that are stripped of vegetation will also generate turbidity in the surface watercourses. Two water bodies are impacted partially due to the project at Km. 21 5.000 and Km. 230.200.

2.4 NOISE QUALITY

The monitored noise levels were ranging from 33.0 dB(A) (Best Matriculation School) to 79.8 dB(A) (Pavai Engineering College) with Leq values ranging from 56.8 dB(A) (Sugam Matric Hr. Sec. School) to 70.4 dB(A) (Vetri Vikas Hr. Sec. School) during day time.

During night times, noise levels were ranging from 37.7 dB(A) (S.V.T. Higher Sec. School) to 83.2 dB(A) (S.V.T. Higher Sec. School) with Leq values ranging from 57.3 dB(A) (G.H.S. Govemment School) to 73.3 dB(A) (S.V.T. Higher Sec. School).

While comparing with the MoEF Ambient Noise Norms for various surroundings were observed zones, the Leq noise levels at all locations with exception of Best Matriculation School (Km 216.00), and Govemment school (217.600) is found to exceed the permissible limits during daytime. During the night time the Leq noise levels were found to exceed all the permissible limits except those two locations.

Operation of construction machinery generates high decibel noise. Construction workers are the worst affected due to the noise. For rest of the receptors, the noise would be intermittent and would not cause not high impacts.

2.5 ECOLOGY

The area under forest cover is declining in the study region. Diversion of forestland for mining and other purposes is an existing practice in the region. Forest areas are observed along the

T e project corridor within the study region in Salem and Namakka, Reserve at Yerkaud, pad of Kolli Malai hills, is located at a t~shS.81 0 k corridor. The details of reserved forests area located along efpr6;@b 'dor

Is , :>u-., Table 2-1 !I b,,

\ 7 \7co " --

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Table 2-1 : Reserved Forests along the Project Corridor

All the above listed forest areas are outside the corridor of impact of the project i.e. the proposed ROW and no acquisition of any forest area will be required. The vegetation in such forests

'1 -ChaJKege'"jd - .

31- * Warne of the forest Otrectlon ' b t s t a ~ k e [ I i i ~ J ' 1 "

generally constitutes of species that were restricted for felling such as sandal, tamarind, etc. and other minor forest produce.

East East y e s t

2.6 FLORA

1000 3500 300

The project corridor has continuous row of trees along its stretch. Predominant species found most frequently accounted trees along the roadside are presented in Table 2-2.

Soum: Survev c! E!!rfia Mops

Table 2-2: Common Tree Specles along the Project Corridor

T ScCsntfRc Name- -- I Tanar~ndlis ~nrf~cn~s

The proposed improvements along the project corridor would necessitate the felling of some of the trees along the roadside, which also includes trees in the private lands. No sensitive natural habitats are found along the corridor. Only the roadside trees would need to be cut due to widening and safety concerns. Approximately 4217 trees will be required to be felled for the project. The road side trees in Tamilnadu are not under the forest department. However cutting of road side trees requires permission from District Revenue Department.

3 4 5

2.7 CULTURAL PROPERTIES

Salem, Namakkal and Karur districts have many historical and religious places having protected status. The details of such historical monuments protected by the State Dept. of Archaeology and Archaeological Survey of India are presented in Table 2-3. None of these are likely to be impacted by the proposed road development.

Source: Primary Su-, U S A . 2004

Gcllrnohar ' Delontx regra

Table 2-3: Protected Monuments Located In the Project Region >itfi:t ' - ' ~ a i a . = ' ''tan' r ~ocati- 1 7 -

Name 91 Monuments Maintained By

Attur 10 km 1 Altur Parar K~nanr, Pandah Salem D,5~ct Ornalv 30 h I~eriaeripatt~l~amil inscriptions. Sanbri Fok Attur F d . SWB DqL of Archa.mO~

Peepal Palm

FICUS relrg~osa Porassus flabellifer


FINAL DETAILED PROJECT REPORT four/six laning of Salem to Karur {NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Along the project conidor, many cultural properties are located including shrines, temples, mosques, churches, dargah and graveyards. These are not protected monuments but are locallylregionally important. All such properties along the project corridor have been listed and total 92 in number. Few of the properties would need relocation due to widening. Direct Adverse impact on the Cultural Property will take place in case the Cultural Property is located within the Proposed Formation width and Indirect adverse impact is envisaged in case the property lies within the Proposed Embankment width of the Road. Table 2 4 lists the likely impacts on Cultural Properties by virtue of their location (assuming the proposed widening is to take place in the ROW.)

Table 24: Likely Generic Impacts on Cultural Properties with reference to ROW Olrect Impact Zom, (Corridor of lmpact)

Indirect Impact Zone

S.No

i

2

7 No~sdAirffllution

6 Lose of Other assels

Likely Impacts

Complete Damage to Structure

Partial Damage to Sbucture

On edge

P

Inslde ROW (Oublde Embankment

width]

inside prop- Formation wldth

Inside proposed Embankment width

CHAPTER 3:MITIOATION MEASURES

Chapter 3. Mitigation Measures A description of the various management measures during various project stages is provided in Table 3.1.

3.1 PRE-CONSTRUCTION STAGE

3.1.1 Pre-construction activities by PIU

Prior to the contractor mobilization, the PIU will ensure that an encumbrance free construction limit is handed over. The ROW clearance involves the following activities:

Acquisition of land and structures,

Clearance of the ROW including removal of trees and utilities,

Relocation of cultural properties as temples and community assets as hand pumps and,

Formal arrangements for maintenance of enhancement sites

3.7.2 Pre-consfruction activities by ContractorENG!NEER

Pre-construction stage involves mobilisation of contractor. The activities include:

Procurement of construction equipment I machinery such as crushers, hot mix plants, batching plants and other construction equipment and machinery.

Identification and selection of material sources (quarry and borrow material, water, sand etc).

Selection, design and layout of construction areas, hot mix 1 batching plants, labour camps etc

Planning trafiic diversions and detours, including arrangements for temporary land acquisition.

3.2 CONSTRUCTION STAGE

3.2.1 Construction Stage activities by Contractor

Activities that trigger the need for environmental measures during construction include:

Imbibing environmental principles at all stages of construction as good engineering practices.

Implementation of site-specific mitigationlmanagement measures suggested

Monitoring the quality of environment along construction sites (as air, noise, water, soil) and

Enhancement designs at specific locations suggested.

Other environmental issues (improvement of roadside drainage, provision of cattle crossings etc) are addressed as good engineering practices, and costs accounted for in Engineering Costs.

3.2.2 Construction Stage Activities by PIU

The construction stage involves the following activities by PIU:

National Highways A uthority of India preparation of Feasibility Study and Detailed Project Report for

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0 Volume IVA (Part-!I): Environmental Management Plan

Table 3-1: Environmental Management Measures

1 ( entitlement Framework for the project. ( ROW, and locations ( RBR policy for 1

1.1 Pre-eonstruction activities by PIU 1.1.1 Land Acquisltlon, RBR 1 Thm mcqubttion of tand and prfumta properties wile ba cawbed out in accordance wlth the RAP and

1 1 It will be ensured that aH RBR actlvltles are to be completed before the construction activity starts, I where additional 1 the project I

SI. No Mlvl t les

11 ( on any sub-sectlon of project roads. 1 land ecquisitlon Is I 1

Locatlon Management Measure

Along the proposed

Tree Cutting

Reference

1.0 1 PRE-CONSTRUCTlQN STAGE

NH Act,

Trees will be removed from the Construalon limits and construction sites before commencement of Constructlon. Cutting of roadside trees shall be carried out wlth prior intimation to the Revenue Department in each of the project dlstrlcts. As part of the project, 4217 trees, wlthln construction llmlts will be removed. The trees cut wlll be disposed off through auction (inclusive of tree stumps). This disposal will be done Immediately to ensure that the traffic movement is not disrupted.

Design MoRTH 201.6

necessltated Corrldor of Impact. Section wise number of trees to be cut am presented in Appendix- 6

1.1.3 Utility Relocation ,

Design MoRTH 110.7

RAP and Design

All utilities lost due to the project wlll be relocated with prior approval of the concerned agencies before construction eta-, on any subgection of the project road.

RAP

To k relocated away from Construction Limits, with in and to the edge of proposed ROW.

[ property Resources. I The relocation slte ldentiflcatlon wlll be in accordance with the choice of the communitylstate ] I I

ROW, Inventory of cultural propertles that shall be relocated is presented In Appendix- 8 Corrldor of Impact.

1.1.4 perties

1.1.5

I1 I 1 government agencies. I I I

All cultural proporties withln tho proposed ROW, whose structure is getting affected, will be relocated at rubb le locations, In consultation with tho community before construction starts. (i) Impacted Cultural properties located out side the exlstlng ROW (wlthln private lands and other public lands) wlll be relocated by PIU in consultation with the trusteesl~ommunity and (11) Impacted cultural properties wlthln exlsting ROW will be relocated through the District Adminlstratlon (Revenue). All common property resources ouch as community sources of water wlll be replaced.

The replacement wlll be completed before construction starts 1 1-1 Rcsonstructlon activities by Conl!ractorlEnglmr I

Specifications of crushers, hot mix plants and batching plants will comply with the requirements of the relevant current emisslon control legblatlons.

I

Contract. MoRTH: 111.1,

I I 1

National Highways Author* of India FINAL DETAILED PROJECT REPORT Preparetion of ~easbili t~ study and Detelled project Report for four/sjx Isnng of Salem to Kerur (NH-7) m Tamilnadu Volume IVA (Part-11): Environmental Management Plan

1.2.2.2

[ Materlal Sources I I 1.2.3.1 I Borrow Areas 1 Arrangement for locatlng the source of supply of materlal for embankment and subgrade as weH ) At all borrow area 1 MoRTH:

Management Measure

The discharge standards promulgated under the Environment Ptatectiofi kt. 1986 wil be strlctly adhered to. All vehicles, equipment and machinery to be procured for construction wlll conform to the rekvent Bureau of lndlan Standard (61s) norms. Noise ilmlts for construction equipments to be procured such as compactors, rollers, front loaders, concrete mixers, cranes (moveable), vlbmtom and saws will not exceed 75 dB (A). measured at one meter from the edge of tho equipment in free fleld, as specified In the Envlronrnent (Protection) Rules. 1986.

Other Construction Vehicles, Equipment and Machinery.

as cornpilance to environmental requirements, as appllcable, will be the sole responsibility of the locations 305.2.2.2 contractor. Siting of borrow areas to be as per the Guidelines presented in Appendix 2 The suggested for the contractor will not use any of the locations within and upto 1OOm elther side of Reserve Forest p ro la . Palantlnnipattl Revenue forest et km 224.600. RFlEcologlcally Locations identifled by the contractor shall be reported to the Engineer and SIhe shall in turn Sensitive area report to the PIU as per the Table 5.1. Fonnat for reporting shall be as per Fonn EM3. Appendix 7 Planning of haul roads for accessing borrow materials will be undertaken during this stage. The haul roads should ha routed to avoid agricultuml areas. In addition to testing for the quality of borrow materials by the SC, the environmental personnel of the SC wlll be requlred to Inspect every borrow area locatlon prlor to approval. The crlteria for evaluation of b o r n areas is presented In Appendlx 2 The Contractor will identify materials trom existing licensed qUarrie~ wtth ths sultabk mattarlalo All quarries MoRTH: 111.3 for construction. Some of the quarry locations identified during project preparatlon is presented In recommended to be Appendix 1 used In the project Apart from approval of the quality of the quarry materials, the Engineer's representative will vertfy the legal status of quarry operations, as to whether approval under Tamll Nadu Minor Mineral Sectlon 1.2.3.1 Concesslon Rules, 1959 [Corrected upto 31.3.20011 Is obtained. Excerpts from the Act has been presented as Appendlx 1

Location Reference

Go1 Air 8 Noise Standards, OSHA Standards Contract, Envlronment Protection Act. 1986 & MoRTH: 191.1

National High ways Authority of India FINAL DETAILED PROJECT REPORT Preparation of Feasibility Study end Detailed Project Report for four/six ianlng of Salem to Kemr (NH-7) in T~rnilnadu Volume IVA (Part-11): Environmental Management Plan

I I I rivers and tanks In the project area. T ha contractor shall consult the local people before finalizing [ BLOCKS: I Document I

SI. No

1 1 ] Only at locations where surface water sources are not available, the contractor can contemplate ( Namakkal 1 I 1 I 1 extraction of ground water. Consent from the Englneer that no surface water resource is available I 1 1

1.2.3.3 1, Water I The contmctor will source the requlrement of water preferentially from surface water bodies, as I OVEREXPLOITED I Contract

Actlvitles

I I I In the lmmedlate area for the project Is a pre-requlstte prior to extraction of ground water. The I SEMI CRITICAL 1 I I 1 1 contractor will need to comply with the requirements of the state Ground water department and I BLOCKS I I

Management Measure

I I 1 seek thdr approval for doing so. I (1) Karur 1, 1

Location I Reference

1 I 1 Ground Water Board, PWD, GoTN has categorized blocks based on ground water extraction as 1 I I I I 1 over explolted (~100 %) and crltical(90-100 %)and semicritical (7080%). The contractor wlll not I 1 1

be allowed to extract any around water from such over explolted and critical blocks.

1.23.4 I Sand 1 The contractor will identify sand quarries wlth requjsite approvals for the extraction of sand under 1

1.2.4

1.2.5

Labour Requirements

1.2.5.1 Contract

Section 1.2.3.1

Tamll Nadu Mlnor Mineral Concesslon Rules, 1959 [Corrected upto 31.3.20011 for use in the project The contractor will use unskilled labour drawn from local communlUes to avoid any additional stress on the existing facilltles (medical services, power. water supply. etc.). No child labour shall

Settlng up conrtruction dtes

Construction Camp Locations - Selectlon. Derlgn (L Layout

Sitlng of construction camps is to be as per the guldellnes presented in Appendix 3 of EMP. Locations ldentlfled by the contractor shall be reported as per format EM2, Appendix 7 Construction camps will not be proposed: (i)Within 1OOm at Palanthlnnlpatti (km 224.600) (i1)Wkhln 500m frum the nearest habibtlon to avoid conflicts and stress over the Infrastructure

I I I facllitier, with the local communlty. 1 I 1

At1 Condructlon Workers Camps including areas In immediate vlcin'w.

Layout of constructlon camps wlll be as per the conceptual design presented in Drawing 3.4.1 of Appendlx 3. Locations for stockyards for constructlon materials will be identified at least 500 m river Thlrumanhnuthhanr (km 269.800) and Cauvery River (km 278.600) The waste disposal and sewage system for the camp wlll be designed, built and operated such that no odour is generated. Unless otherwise arranged by the local sanitary authority, arrangements for dlsposal of e x c m suitably approved by the local medical health or municipal authorities or as directed by Engineer

be engaged In the construction activities.

I will need to be prwldrd by the contractor.

12.5.2 ~ , F w e l l R k q P b n b & Batchimg Plant ( Hot mix plants and batchlng plants will be sited sufficiently away from habitatlon, agricultural 1 I Contract

construction sites.

1 ~ ~ ~ ~ ~ & , 1 operations or Industrial ertablishments, and Sensitive receptors Educational Institutions, . Such I 1 1

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SI. No 1 Activities 1 Management Measure I Location I Reference

1 ] direction.

1.2.6 I Arrangements for Temporary 1 The contractor as per prevalent rules will carry out negotlatlons wlth the land owners for obtaining I Areas temporarily ] I 1 Land Requirement I their consent for temporary use of lands for construction sltesl hot mlx plants /traffic detours I acqulred for 1 I I 1 I /borrow areas etc. The Engineer will be requlred to ensure that the clearing up of the site prlor to I construction sltesl ] I 1 I I handing over to the owner (after co~t ruct ion or completion of the activity) is Included in the I hot mix plants I I I I Il 1 contract. I borrow areas I Il I

-. . . . I

Clearlng and Grubbing Vegetation will be removed from the construction limits before the commencement of Corridor of Impact Design Construction. MoRTH 201

2.0 2.1

I 1 I All works will be carried out such that the damage or disruption to flora is minlmum. I I I

diversions1 detours.

Construction Stage -- Construcffon Stage AcUvities by the Contractor

I I ( Only ground cover I shrubs that Impinge directly on the permanent works or necessary temporary I I I

2.1.1 Site Clearance

I 1 I works wlll be removed with prior approval from the Engineer. Vegetation only wlth glrth of over 30 1 I I

1 I I All necessary measures will be taken especlally whlle working close to cross dralnage channels to I culverts are I I

2.1.1.2

I I I prevent earthwork, stonework. materials and appendage as well as the method of operstlon from I proposed. 1 I I1 I I I I lmpedlng crossdrainage at rivers, streams, water canals and existing lrrigatlon and dralnage I

Dismantling of Bridgework 1 Culverts

2.1 .1.3 I Generatlon of Debris from I dismantling of pavement

cm will be considered as trees and shall be removed as per AcUvity 1.1.2. The culverts wlll be dismantled carefully and the resulting materials so removed as not to cause damage to the part of the structure retalned and other propertles and structures nearby.

z 1 13 N Ibifuafinws constructlon r ~.zl;ss I -- dl*d L : I*.~

I svstems.

At locations were bridge works and

-- - [ Debrls generated due to the dismantllng of the existing pavement structure shall be sultably

MoRTH 202.2

] Throughout Project I MoRTH 202.5 reused in the proposed construction. subject to the sultabiilty of the material and the approval of the Englneer. Unutilired debris material shall be suitably disposed off by the contractor, either through fllllng up of borrow areas created for the project or at predesignated dump locatlom, subject to the approval of tha Engineer. Debris generated from pile driving or other constructlon activities shall be disposed such that it does not flow into the surface water bodles or form mud puddles in the area. The contractor as per guidelines pmvlded in Appendlx 3.6 shall Identify dumping sltes. The identifled locations will be reported to the Engineer as per format EM1. Appendix -7 Location of disposal sltss will be finalized prior to completion of the earthworks on any particular section of the road. The Englneer shall approve these disposal sites confonnlng to the followlng (a) These are not located withln designated forest areas (b) The dumplng does not impact natural dralnage counes (c) Settlements are loceted at least 0.5km away from the site.

I I I Dump site locatlons I Contract MoRTH: 201.4 8 202.5 Section 1.2.3.1

National High ways Authority of India Preparation of Fessrbility Sfudy and Detailed Project Report for

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I I I - I 2.1.1.5 Bitumlnous wastes dkposal ~ h e b will be done by the contractor at secure land fill sites, 1 Throughout Project I Contract 8

Management Measure

Guldsllnes for nlting of dlaporcat sltm are presented In Appndlx 4.

1 I Detours 1 Deteiled Traffic Control Plans will be prepared and submitted to the Engineer for approval. 5 days ( Project Corridor. I 1

Locatlon

with the requisite approvals for the same from the concerned government agencies. - Temporary diversions will be constructed with the approval of the Engineer.

I I 1 prior to commencement of works on any sectton of road. The trafflc control plans shall contaln ( ( MoRTH: 112.4 1

Reference

Corridor

All along the

1 1 1 details of temporary divorslons, detalls of amangements for construction under trafflc, detnils of I I I I I ( traffic arrangement after cessation of work each day. safety measures for transport of hazardous I I I I 1 ( materlal and arrangement of flagmen. I ) MoRTH:112.2 1 1 1 ] The Englneer wlll assess the environmental Impact8 associated as the loss of vegetation, I ( MoRTH: 112.5 1 I I [ productive lands and the arrangement for temporary diversion of the Land prior to the finallsatlon 1 1 I 1' 1 1 of diversions and detours. I I I I I I Special conslderatlon wlll be given to the preparation of the trafflc control plan for safety of 1 1 1 1 I 1 p c k a l a n s end w w k m at nlght. th. Canhetor wlll ensure that the diverslonldetour is always I I I I 'I 1 rnairrtalnsd in running condition, parHcularly during the monsoon to avoid dlsruptlon to traffic 1 1 1 I 1 flow. He shall inform I m 1 community d changes to traffic mutes, conditions and pedestrian 1 1 I 1 I I access amngernenm. The ternpomrytrslfic dstmurs wlll be kept free of dust by frequent I I I

application of watar.

2.1.3 ( Procurement of Construction 1

No bomw area will be opened without permisston of the Engineer. Borrow pits wlll not be dug continuously In a stretch. The location, shape and ske of the designated borrow areas wlll be as approved by the Engineer and In accordance to the IRC recommended prsctice for borrow ptts for road embankments (IRC 10: 1861) The borrowing opsratlons will be carried out as specified in the guidelines for sitlng and operation of borrow areas (Appendix 2) The unpaved sutfaces used for haulage of borrow materials will be maintained dust free by the

All along the project conidor, all access roads, sites temporarily acqulred 8 all borrow areas

MoRTH: 305.2.2.2 IRC I 0 1961

1 1 ( contractor. Since dust dslng lo the only impact along the haul roads sprinkling of water wlll be I I I

b MoRTH: 305.3.3 MoRTH: 301.7 8

carrled out twice a day along such roads durlng thelr perlod of use. The topol l from borrow areas, areas of cutling and areas to be permanent@ covered wlll be stripped to a specified depth of 1Mmm and stored In stockplles. At least 10% of the temporarily acqulred area will be earmarked for storing topsoil. The stockpile will be designed such that the .lope does not exceed 1:2 (vertltal to horizontal), and

Throughout Project Corridor, where productive Land is acquired.


FINAL DETAILED PROJECT REPORT four/six bning of Salem to Kamr (NH-7) in Tamilnedu Volume IVA (Part-11): Environmental Management Plan

1 I I loaded and multiple handling will be kept to a mlnlmum to ensure that no compaction will occur. ( 1 1 1 1 1 The stockpiles will be covered with gunny bags or tarpaulin. It will be ensured by the contractor I I I

SI. No

I I I that the topsoll will not be unnecessarily trafficked either before stripping or when In stockpiles. ( I I

Location

1 1 1 Such stockpiled topsoil will be returned to cover the dlsturbed area and cut slopes. the 1 1 I

Refemnu,

MoRTH: 305.3.9

Actlvltles

I management of topsoll shall be reported mgubdy to the Engineer as per format EMB. Appcndh 7 1 I Quarries I The quany operations wlll be undertaken In accordance with the rules and regulations In force. I All along the I Tamil Nadu 1

Management Measure - - - the height al the p lk Is to be Fwtrktsd to 2m. Stockpiles wlll rmt ba surcharged or othe~l lse

1 1 I 1 project corrldor and ( Minor Mlneral 1

Exobp .P may be pmvichd In the wntmct or Wdwsd or authorized by the Engineer, the Contractor wlll not use explosives.Where the use of explosives Is so provlded or ordered or authorized, the Contractor will comply wlth the requirements of the followlng Sub-Clauses of MoRTH 302 besides the law of the land as applicable. The Contractor wlll at all times take every possible precaution and will comply with appropriate laws and regulations relating to the Importation, handling. transportation, storage and use of explosives. The contractor wlll at all times when engaged in blasting operations, post suflclent warning flagmen, to the full satisfaction of the Englneer. The Contractor wlll at all times make full liaison with and inform well In advance and obtain such permlsslon as Is requlred from all Government Authorltles, public bodies and private parties whamroeveir coneernsd or efbcted or ltksly tu be concerned or affected by blasting operatlons. Blasting wlll be cadad out only wlth plnnissidn of the Englneer. All the statutory laws, mgutatlons, rules etc., psttnlning to atqulsftlon, transport, stmge, handling and use of axploslws wlll bs m l y followed. Blastlng wlll b carr1.d out during fixed hour* (preferably during midday) or as permitted by the Engineer. The timing should be made known to all the people within 500m (200m for pre-splittlng) fmm the bimting rite In all dlraetiomi. All vehlcles dellverlng materials to the site will be covered to avoid Spillage vfmaterlai8. All existlng highways and roads used by vehicles of the contractor, or any of his sub contractor or suppliers of materials and slmllarly roads whlch are part of the works wlll be kept clean and clear of all dusUmud or othbr extraneous materials dropped by such vehlcles. The unloading of

) all haul mads

All blasting and Pre-splittlng Sites.

[Corrected upto

All along the MoRTH: 111.9 Project corridor and all haul roads I

] materials at construction sltos close to settlements wlll be restrlcted to daytime only. I Procurement of water is to ba carried out as per Section 1.2.3.3 I All water bodies ( Section 1.2.3.3

recommended to be

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1 used I 1 fly ash I The mag- of l p h Is sompvkoy for the construction of embankment, if the source is wlth In 1 AII along ths I IRC: SP-58-2001

constructlon camps

1OOm from the consttuctlon area.

Thm Contractor durlng the progress of work will provide. erect and maintain necessary (tempomy) living accommodation and ancillary facilities for labour to standards and scales approved by the resident Engineer. There shall be provided within the precincts of every workplace, latrlnes and urlnals In an accesslble place, and the accomrnodatlon, separately for each for these, as per standards set by the Bulldlng and other Construction Workers (regulation of Employment and Conditlons of Setvlce) Act, 1996. Except In workplaces provided wlth water-flushed latrines connected with a water borne sewage system, all latrines shall be provided with dry+arth system (mceptacles) whlch shall be cleaned at least four timea dally and at least twice during worklng hours and kept in a strlct sanitary condltion. Receptacles shall be tarred inside and outside at least once a year. If women are employed, separate latrlnes and urinals, screened from those for men (and marked In the vernacular) shall provided. There shall be adequate supply of water. close to latrines and urinals. All temporary accommodaUon must be constructed and maintained In such a fashion that uncontaminated water is available for drlnklng. cooking and washlng. The sewage system for the camp must be deslgned, buHt and operated so that no health hazard occurs and no pollution to the alr, ground or adjacent watercourses takes place. Compliance with the relevant legislation must be strlctly adhered to. Garbage blns must be provided in the camp, shall be regularly emptled and the garbage dlsposed off in a hygienlc manner. Construction camps are to be aited at least 500m away from the nearest habltatlon and adequate health care is to be provided for the work force. Unless otherwise arranged for by the local sanitary authority, arrangement for disposal of excreta by putting a layer of night soils at the bottom of a permanent tank prepared for the purpose shall be taken up by the contractor. It should be covered with 15 cm layer of waste or refuse and then with a layer of earth for a fortnlght All vehlcles and equipment used for construction wlll be Rtted with exhaust sllencen. During routine setvklng operations. the effectiveness of exhaust silencers wlll be checked and If found to be defective will be replaced. Noise limlb for constructlon equipment used In this project (measured at one metre from the edge of the equipment in free field) such as compactors, rollers, front loaders, concrete mixers, cranes (moveable), vibrators and saws will not exceed 75 dB(A), an

project corridor, If the fly ash is used for the construction of embankment, Construction camps

A l construction equlpments and vehicles

Environment {Protectlon) Rules, IS86

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Materiel Handling at Slte

Management Measure

specifled in the Environment (Protection) Rules, 1986 Notwithsbndlng any other conditions of contract, noise level from any item of plant@) must comply with the relevant leglrlatlon for levels of noise emission. The contractor will ensure that the AAQ concentrations at these construction sltes are within the acceptable limitr of Industrial uses in case of hot mlx plants and crushers and residential uses around construction camps. Dust screening vegetation wlll be planted on edge of ROW for screening dust crusher. Monitoring of the exhaust gases and noise levels will be carried out by the agency Identified for Environmental Monltorlng for the project. All workem employed on rnlxlng asphaltic material, cement, lime mortars, concrete etc., will be provided with protective footwear and protective goggles. Workers, who are engaged in welding works, would be provlded with welder's protective eye- shlelds. I

I Workers, engaged in stone breaking activities wlll be provided wlth protective goggles and clothing and will be seated at sufficiently safe intervals. I

All construction sltes

MORTH: 11 1.6

MoRTH: 105

I I The use of any herbicide or other toxlc chemical will be strictly in accordance with the I I I I I manufacturer's instructions. The Engineer will be glven at least 6 working days notice of the I I I

proposed use of any herbicide or toxic chemical. A register of ail herbicides and other toxic chemicals delivered to the site will be kept and malntalned up to date by the Contractor. The

I I register will Include the trade name, physical properties and characteristics, chemlcal ingredients, I I I I ( health and safety hazard Information, safe handling and s t omp procedures, and emergency and I I I I 1 first aid procedures for the product. I 1 I

No man below the age of 14 years and no woman wlll be employed on the work of painting wlth products contalnlng lead in any form. No paint contalnlng lead or lead products will be used except In the form of paste or readymade palnt. Face masks wlll be supplied for use by the workers when paint Is applied in the fonn of spray or a surface having lead paint dry rubbed and scrapped.

duty Mmsurv8 All relevant provisions of the Factorlea Act, 1- and the Building and other Construction Workers (regulation of Employment and Condltlons of Sewlw) Act, 1996 will be adhered to. I sites 1948 and the Adequate safety measures for workers during handling of materials at s i b (Section 2.1.6) will be Bullding and taken up. other The contractor has to comply wlth all regulations regarding safe scaffolding. ladders, working Construction platforms, gangway, stairwells, excavatlons, trencher and safe means of entry and egress. Worken

(reguiatlon of Employment and Conditions

1 1

National Highways Authoriv of India Preparation of Feasibility Study and Detailed Project Report for

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- SI. No ActlvlUea Management Measure

Structures and Shrines Includes cultural sites and remalns, places of worship including temples, masques, churches and sites shrlnes, etc., graveyards. monumenb and any other Important structures as identified during design and all propertieslsiteslremains notliied under the Ancient Sites and Remalns Act). No work shall spillover to these properties, premiees and precincts. Access from the road shall be malntalned clear and clean.

2.1.9 Chance found Archaeological All fossils, coins, adcles of value of antiquity, structures and other remains or.thlngs of All construction

Propem geological or archaeological lnterea dlscovered on the site shall be the property of the sites Government, and shall be dealt with as per provisions of the relevant legislation. The contractor shall take reasonable precaution to prevent his workmen or any other persons from removing and damaging any such article or thing. He shall, Immediately upon discovery thereof and before removal acquaint the Engineer of such discovery and carry out the Englnwr's lnstructlons for dealing with the same, awaiting whlch all work shall be stopped. The Engineer

The excavations shall conform to the lines, grades, side slopes and levels shown in the drawings or as directed by the engineer. Whlle planning or executing excavation the contractor shall take all adequate precautions against sol1 eroslon, water pollution etc (clause 306) and take appropriate drainage measures to keep the site free of water (clause 311), through use of mulches, grasses. slope drains and other devices.

National Highways Authority of India Prepamtion of Feasibility Study and bteiled Project Report for

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SI. No

2.1.10.4

2.1.10.5

2.1.10.6

2.1.10.7

2.1.10.8

3-11

ActlvlUes

Drainage requirements at construction sites

Duet

Contamlnatlon of soil

ation of Water

I*< 2;. n-. . a I I /-I* -t - \

I 1 -. - 1 I

Management Measure

Whlle planning or executlng excavations the Contractor will take all adequate precautions against soil erosion as per MoRTH 306. Tumng on crltlcal road embankment slopes wlth grass sods, in accordance with the recommended practlce for treatment of embankment slopes for erosion control. The work will be taken up as soon as posslble provided the season Is favorable for the establishment of sods. Other measures of slope stabilkatlon will Include mulching, netting and seeding of battem and drains Immediately on completion of earthworks. Dry stone pitching for apron and revetment wlll be provided for brldges and cross drainage structures. In addltion to the design requirements, the contractor wilt take all desired measures as dlrected by the Engineer such measures to prevent temporary or permanent floodlng of the site or any adjacent area.

All earthwork wlll be protected in a manner acceptable to the Engineer to mlnlmise generation of dust. The contractor wlll take every precautJon to reduce the level of dust along construction sites lnvolvlng earthworks, by frequent application of water. Vehlcielmachlnery and equipment operation, maintenance and refueling will be carried out in such a fashion that spillage of fuels and lubrlcanto does not contaminate the ground. 011 Interceptor" will be provided for vehicle parking, wash down and refueling anas wlthln the construction camps as per the Appendix 3. Fuel storage will be in proper bunded areas. All spilh and collected petroleum products will be disposed off in accordance wlth MoEF and SPCB guldellnes. Fuel storage and refilling areas wlll be located at least SOOm from rivers and lrrlgation ponds or as dlrected by the Engineer. In all fuel storage and refueling areas, If located on agricultural land or areas supporling vegetation, the topsoil wlll be stripped, stockpiled and returned after cessation of such storage and refueling activities. To mlnimize soil compactlon construction vehicle. machinery and equl~ment will move or be stationed in designated area (ROW or Col, haul roads as applicable) only. The haul roads for construction materials should be routed to avold agrlcuttural areas Silt fenclng will be provided around stockpiks at the tonstructlon sites close to water bodies. The fencing needs to be provlded prlor to commencement of earthworks and contlnue till the stablllzation of the embankment slopes. on the partlcular sub-section of the road. A llst of the roadside water bodies (ponds and tanks) is presented in Appendlx 6. Construction materials wntalnlng fine particles wlll be stored in an enclosure such that sedlment-

laden water does not drain into nearby watercourses. All discharge standards promulgated under Environmental Protection Act, 1986, will be adhered to. All llquld wastes generated from the site wlll be dlspossd off as acceptable to the Englnwr.

Location

All along the project corridor


All along the proJect corridor

All along the project corrldor

Water bodies close to the project corridor Appendix- 5

MoRTH 306

MoRTH 307 8 MoRTH 308

MoRTH 306 8 MoRTH 31 1 Appendix 8,

Annexure 'A' to MoRTH 501 I

Envlronmental Protection Act, 1986

*

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SI. No Aetfvltles Mamgmmsnt Meaaura

bodlee disturbed. In case of cutting of embankments, the same shall be reconstructed with appropriate slope protection measures and adequate eroslon control measures. Fllllng of surface water bodies wlll be compensated by digging an equal volume of soil for water storage. Such dugup soil will be used for spreadlng as topsoll. Wherever dlgglng Is undertaken, the banks will be protected as deslgned or as approved by the Engineer. The excavation will be carried out in a manner so Ulet the side slopes are no steeper than I vertical to 4 horizontal, othemlse slope protectlon work, as approved by the Engineer wlll

As far as practicable, and as approved by the Engineer, excavation for replacement of water bodles will be at the closest possible placellocation, wRh respect to the orlglnal water body or part t h d consumed by RHlng.

orks and all arsoclated operations are carried out In confonnlty wRh statutory and regulatory environmental requirements Including those prescribed in Annexure A to MoRTH 501. The contractor will plan and provide for remedial measures to be implemented in event of occurrence of emergencies such as splllage of oil or bitumen or chemicals. The contractor will provide the Engineer with a statement of measures that he intends to implement in event of such an emergency, which wlll include a statement of how he intends to adequately train personnel to Implement such measures. Adequate safety measures for workers during handling of materials at sib (Section 2.1.6) will be taken up.

. - The contractor will take every precaution to reduce the level of dust along conutruction sites by frequent application of water as per Sectlon 2.1.10.5 .'I 93 Nolse levels from all vehicles and equipment used for construction will conform to standards as specified in Section 2.1.5. constructlon actlvlties lnvolvlng equipments with hlgh noise levels will be restricted to the

<,<! .$&&if

daytime. Transport of materials for construction will be as per Sectlon 2.1.3.5 The contractor wlil provlde for all safety measures during construction as per Section 2.1.7

2.t . tZ Surfadrig The contractor wlll take all necessary means to ensure that works and all associated operations

Location

Surfs- Water bodies whose water storage capacity Is affected by the project end whoso embankments are being cut


I

All along the

Rafemncm Contract

Annexure A to MoRTH Ml

Section 2.1.6

Section 2.1.10.5

Sectlon 2.1.5.

Section 2.1.3.5 Sectlon 2.1.7 hnexure A to

are carried out in conformity with Annexure A to MoRTH 501. All workers employed on mklng asphaltic material etc. will be provided wlth protective footwear as specifled In Section 2.1.6. Noise levels from all whiclos and equipment wed for surFacing will conform to standards as specifled in Sectlon 2.1.5.

I

project corrldor MoRTH 501

Sectlon 2.1.6

Sectlon 2.1.5

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0 Volume IVA (Part-11): Environmental Management Plan

2.1 .I 3

daytlme. Transport of materials for construction will be as per Section 2.1.3.5The contractor wlll provlde for all safety measures during construction as per Sectlon 2.1.7

Section 2.1.3.5 Section 2.1.7

Bridge Works 8 Culverts

2.1.15

every 50Om coverlng the verllcal draln for a depth of 6.5 m from the top of the road or the rock corrldor

mentioned In Table locations will be erected. Specmc and generlc enhancement measures proposed for the various cultural propeaem and the speclficattons are provided In Appendix 8

At locations were brldge works and culverts are proposed.

While working across or close to the rlvers. the Contractor will not dirupt the flow of water. If for any bridgework, etc., closure of flow Is required, the Contractor apart from obtaining the requlsite I

clearances from the PWD (Irrlgatlon department), wlll seek approval of the Engineer. The Engineer will have the right to ask the Contractor to senre notlce on the downstream users of water sufficiently In advance. The list of major and minor bridges Is presented In Appendix 3.S.


MoRTH 2500 Appendix 3.9

2.1.16 -

Rain water harvesting All along the eorrldor the rainwater collection dralns should be provided wlth a brick champer for

MoRTH 801 Appendix 8

Construction over and close to the nonperennial streams wlll be undertaken in the dry season. Conatructlon work expected to disrupt users and impacting community water bodies wlll be taken up after serving notice on the local community. Dry stone pitching for apron and revetment will be provided for bridges and cross dralnage structures.

All along the Design

Road Furnlture Road fumlturo including footpaths, railings, storm water drains, crash barrier, traffic signs. speed zone slgns. pavement markers and any other such items will be provided as per deslgn

) ) ) ) j ) > ) ) E ) ) > ) ) ) ) ) ) ) ) ) I ) > 3 > > > > > 1 > > > /' k i b

~ational ~ i ~ h w a y s ~ufhorily of India FINAL DETAILED PROJECT REPORT Preparation of ~ea~b i l r t~ t st;dy and DeEeiIed ~roject Repod for four/six laning of Salem to Kerur (NH-7) in Tamilnedu Volume IVA (Part-11): Environmental Management Plan

SI. No

I I . . 1

CONSTRUCTION ACrtVmES BY PIU ENVIRONMENTAL CELL Tree Plantation and I Trss plantation and landscaping shall be lrnplernented by the PIU. All Trees felled will be replaced I Entire Project ( Forest

~ G ~ e r n e n t Measure

excreta or other disposal pits or trenches filled in and effectively sealed off and the site left clean and tidy, at the Contractor's expense, to satisfactlon of Engineer. Residual topsoil will be distributed on adjoininglpmximate barredrocky areas as identifled by the Engineer in a layer of thicknesr of 75mm - 150mm.

I Redevelopment of borrow areas will ba taken up jn accordance with the plans approved by the Engineer. Guideliner for redevelopment of borrow areas are presented In Appendix 2

I

I I Landscapbg 1 in accordance with the Forest (Conservation) Act, 1980. Road landscape plantation, re-vegetatlon 1 Corridor, as per the I (Conservation) I

Locatlon

At all borrow area locations suggested for the orolect.

1 1 ( of road embankments and other slopes. edge treatment of water bodies will be taken up as per ( tree plantation ( Act, 1980 I . -

landscape designs for the project (Appendix 3.12 details the landscape plan). strategy

I I I

3.1 I Monitoring O~erational I The PIU will monitor the operational performance of the mitigationlenhancem.nt measures carried ] Refer monitorln~ I

2.2.2 -

3.0

1 out. The Indlcatom monitoring include the survlval rate of trees, utlllty of enhancement of cut tud ( plan I 1

Institutional Plantation

I i%&*n)and mntra~m~ ( s~sslsrrl shall Involve ail staff of PIU. Enalnoer and Contractor. 1 1 4 0

OPERATION STAGE ACTIVITIES BY PIU-ENVIRONMENTAL CELL

U t l l r r l r boundaboundary limit as well as up to 3.0

from the too line as a noiw banler.

I pmperties, status of rehabilitation of borrow areas atc. L ;~H~CTIV IT IES z

Refer Appendix- 9

4.1 l*'; 1 or~eh@UW of Implementing I The PIU ahsH organhr, orlentatton msslons during alF stagas of the project. The orientation

CHAPTER 4:ENHANCEMENT MEASURES

Volume IYA: Envfmnmental Management Plan (f art 2)

Chapter 4. Enhancement Measures

Environmental Enhancements specifically refers to the positive actions to be taken up during the implementation of the project for the benefit of the road users and the communities living along the project Corridor. These positive actions are in addition to several other enhancements that occur inherently because of the very nature of the project such as improved drainage, pedestrian facilities, prevention of existing erosion etc, as these improvements are in-built in the design, as part of good engineering practices. The enhancements have been carried out with the following objectives:

To enhance the appeal and environmental quality of the project corridor to its users,

To enhance visual quality along the highway, and

To generate goodwill amongst the local community towards the project, by the enhancement of common property resources.

The enhancement measures have been suggested for the Cultural properties and community spaces along the corridor. Selection criteria and design concepts have been provided for each type of the enhancements proposed. The need for enhancements and the spirit in which these have to be carried out is obtained through the descriptions. The description is expected to guide the contractor in identifying locations for the generic enhancements proposed.

4.1 CULTURAL PROPERTIES

4.1.1 Criteria for Selection

The criterion for the selection of sites suitable for enhancement was based on: (i) importance for local people, (ii) religious significance, and (iii) scope for enhancements. The importance of the site for the local people as well as the religious significance was identified through extensive discussions with the local community and general observations of the sites and structures. The scope for enhancement included the possibility of any further improvement, availability of space for enhancements and the likely benefds for the local community as well as the road users.

4.1.2 Design Concepts - Overview

The concept for enhancements is based on the suggestions given by the people. Extensive community consultations were carried out on each of the enhancement sites. The information gathered included

Age of the structure,

Importance for the local people,

Religious significance, historical importance,

Extent of use,

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Suggestions for enhancements,

Willingness of people to participate.

The site observation also provided vital inputs in concept formulation. It provided the general information about the condition of the main structure and the surrounding, visibility of the enhancement site from the project road, the scenic beauty of the site as well as the surrounding area. In case of religious places enhancements are suggested on the basis of usage. For example paving is suggested around the temple in some of the cases as people move around the temple. This ritual known as pradakshina is a common practice in most of the temples in Tamil Nadu. In addition enhancement designs prepared cover the following:

Provision of basic amenities as toilets etc, as desired by the communities

Provision of safety measures for the structures, as compound walls with gate and fencing etc.

4.2 ENHANCEMENTS CONSIDERED

A total of 10 sites were selected for which specific enhancements designs have been prepared. The Table also shows importance of each site which is either social (including religious importance) or historic or both. Willingness and contribution from the local community as expressed by them during the consultations carried out at each enhancement location is also presented. At some locations as indicated in the Table the local community has expressed their willingness by agreeing to provide labour or financial contribution or both. Formal arrangements for maintenance during the post construction stage will be finalised in consultation with the communities. The modalities will be subsequently worked out by the PIU in consonance with the communities during the detailed community consultations that are to be carried out for relocating the affected cultural properties. The detailed designs and 8ill of Quantities for each enhancement design has been worked out. Drawings and BoQ are presented in Appendix 8.

CHAPTER 5:MONITORING MEASURES

(Pert 2)

Chapter 5. Monitoring Measures

The monitoring programme is devised to ensure that the envisaged purpose of the project is achieved and results in the desired benefit to the target population. To ensure effective implementation of the EMP, it is essential that an effective monitoring programme be designed and carried out. Broad objectives of the monitoring programme are:

To evaluate the performance of mitigation measures proposed in the EMP

To suggest improvements in the management plans, if required

To satisfy the statutory and community obligations

To provide feedback on adequacy of Environmental Impact Assessment

The monitoring programme contains monitoring plan for all performance indicators, reporting formats and necessary budgetary provisions. Monitoring plan for performance indicators and reporting system is presented in the following sections. Budgetary provisions for the envisaged programme is presented in Chapter - 7: Budgetary and cost estimates.

5.1 PERFORMANCE INDICATORS

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

Environmental condition indicators to determine efficacy of environmental management measures in control of air, noise, water and soil pollution;

Environmental management indicators to determine compliance with the suggested environmental management measures

a Operational performance indicators have also been devised to determine efficacy and utility of the mitigation/enhancement designs proposed.

Performance Indicators and monitoring plans prepared are presented in Table 5.1.

the parmnetm b be manttomf, frequency and dur#tim of monitoring as

Table 5-1: Performance Indicators

Responsibility Stage Details

A

SI. No

EnvimnmenCsl Condit'ion Indicators and Monitoring Plan I

Indicator

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5.2 MONITORING PLAN FOR ENVIRONMENTAL CONDITIONS

SI. Indicator Details Stage No

Construction

For each of the environmental condition indicator, the monitoring plan specifies the parameters to

9

Responsibility

Contractor through approved monitorin a en

be monitored; location of the monitoring sites; frequency and duration of monitoring. The monitoring plan also specifies the applicable standards, implementation and supervising responsibilities. The monitoring plan for environmental condition indicators of the project in

Contractor

Contractor

I

Contractor

Location of construction camps have to Construction be identified and parameters indicative Pre-

of environment in the area has to be , construction

construction and operation stages is presented in Table 5.2. Details of monitoring locations are presented in Table 5.3.

'leas

_I

Location of borrow areas have to be identified and parameters indicative of environment in the area has to be reported

Progress of enhancement measures suggested for cultural properties are to be reported

6

7

Pre- construction

Construction

Progress of measures suggested as part of the Landscaping Strategy is to be reported

Enhancements

Tree Plantation and Landscaping

Implementation of the measures

The number of trees surviving during Operation The Engineer will be responsible each visit will be compared with the for monitoring upto the Defect

Construction

'

*

3

Foresters

Survival Rate of Trees

Utility of hlhancement Provisions

Status Regarding Rehabilitation of Borrow Areas

Liability Period in any particular stretch. After this period the Forest wing of the PIU will be responsible for monitoring over a period of 5 years.

The Engineer will be responsible for monitoring upto the Defect Liability Period in any particular stretch.

- The Engineer will be responsible for monitoring upto the Defect Liability Period in any particular stretch.

number of saplings planted

The PIU will visit each of the enhancement locations (for cultural properties, mter bodies and incidental spaces) to determine the efficacy of the enhancemenls camed out and the community utilisation of such areas. --- The PIU will undertake site visits to determine how many borrow areas have been rehabilitated in line with the landowners request and to their full satisfaction.

Operation

Operation

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Table 5-2: Environmental Monitoring Plan 1

Location Measures Institutionat Responslbnity

Attribute Project Stage Parameter Special Guldanm Standard8 Frequency Duration Irnpl'ion Super' ion SPM, RPM, High volume sampler to Air (prevention Once every Continuous 24 (i) Wherever the Wherever air Contractor PIUI SO2, NOX,CO be located 50 m from the and Control of season for three hours/ or for 1 contractor decides pollution through Engineer & Pb. plant In the downwind Pollution) Rules, seasons (except full working day to locate the Hot parameters approved ,

direction. Use method CPCB, 1994 monsoons) per mix plant Increase above monitoring specified by CPCB for year for each (ii) At stretches as specified agency

Air Construction analysis Year of indicated in Table standards. Construction 5.3 additional

measures as decided by the Engineer shall be adopted --- Contractor PlUl

Grab sample collected Indian Standards Twice a year (Pre Grab Sampling At all locations as At locations of Engineer

(i) pH. approved BOD.COD. from source and analyse for Inland monsoon and indicated in Table increase in ,,,,,nitoring TDS. Pb, 011 & as per Standard Methods Surface Waters Pas! monsoon 5.3 water pollution, agency Grease and for Examination of Water (IS: 2298. 1982) seasons) for all inflow Detergents for and Wastewater and for Drinking each year during channels shall Surface Water (IS : the Construction be checked for

10500,1991) Period pollution loads

(ii) Water pH. and channel I

Water C W O n TDS. Total delivering

Hardness, higher pollution

Sulphate, load ha l l be

Chloride, Fe, terminated from

Pb for Gmund disposal into the water source I

and other methods of disposal shall be adopted

hour and then

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- Attribute Project Stage Parameter ~poc la l Guidance

Equivalent noise levels

Noise levels on using an integrated noise level meter kept at a

dB (A) scale distance of 15 from edne ( Noise levels on 1 of pavement

dB (A) scale

Operation

Noise levels on dB (A) scale Noise levels on dB (A) scale

Equivalent noise levels using an integrated noise level meter kept at a distance of 15 from edge of pavement

Standards Duration Location Measurns InmtituPonaI F Frequency - ~ Impl'lon

At critical douMeglazing

MoEF Noise Once every Rules, 2000 season (except

monsoons) for each year of Construction

MoEF Noise Rules, 2000

Once every seasons (except monsoons) for five year after completion of construction

1 activity.

Readings to be taken at 15 seconds Interval for 15 minutes every hour and then averaged.

Readings to be taken at 15 seconds interval for 15 minutes every hour and then averaged.

stretches as indicated in Table 5.3

At all the critical receptors as mentioned in Table 5.3

(ii) Additional sites will be monitored. The locatlon will be decided by the PIU (EC).

of openings of the receptor shall be provided.

Incase of noise levels causing disturbance to the sensltlve receptors, doubleglazing of openings of the receptor shall be provided.

Contractor through approved monitoring

1 agency

HD, through an approved monitoring agency

Monitoring of Sample of soil collected Threshold for During the Pre Grabsampling At productive At locations of Contractor Pb, SAR and to acidified and analysed each monsoon 8 Post agricultural lands Increase in th~lugh Oil & Grease using absorption contaminant set monsoon season abutting traffic pollution levels, approved

spectrophotometry by IRIS database each year lor the 1 detours and traffic source shall be monitoring of USEPA until entire diversions and Identified and agency national construction major shall be diverted standards are period intersections, as from hrrther promulgated indicated ~n Table disposal

5.3

Contractor through

Monitoring after any major accidents I spillage during bulk transport of hazardous material Depending on the type of spillagelaccident the parameters to be monitored will be decided by the Engineer apart from those mentioned above. approved

monitoring

agency

Engineer

PIU

PIUI Engineer

PIUI Engineer

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Volume IVA (Part-11): Environmental Management Plan

Table 5-3: Llst of Monitoring Stations during construction Stage

Attribute 1 Locatlon of Monitoring station 1

1 Mmmnqnlarn (4m 291.000? WATER I Cnuvsry nvar (km 278 E M 1 Two IocaEms. one upstream (abut Worn) end amther downstream (within 1OOm) of the

AIR

orooosed bridae locations. Gmund wa'er menl:onvg of the s b u m established for or h h pfqkl, (cne each In Rasipuram. Namakkal, Paramathi and

Karur taluks). Also, monitwing to be done of the wells within 500m ( about 3 nos) to assess extent of impacts on water I I--

Wherever the contractor decides to locate the Hot mix planUcrushing units. (Number of Locations = 2)

Government Higher Secondary School, Dasanaickenpatti (km 209.200) Vetri Vikas Higher Secondary School (km 218.200) Andagalur Gate Junctlon ( 228.800) Budhansandhai - (Govt hospital & Wwkly market) - km 242.000 Vellur bypass (middle) at intersection with SH- to Sultanpettai

5.3 REPORTING SYSTEM

ant. (Number of Locations = 2)

mi, Dasanaickenpatti (km 209.200)

Budhansandhai - (Govt hospital & Weekly market) - km 242.000

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

- SOIL

Reporting for environmental condition indicators and environmental management indicators

Nnmanaalarn (km 291.000) Vy monrcoring tn the admhg agrkullural b d s steech of Ute wnatructbn camps est&Ashsd. (2 locations each for

each carno locations for muniapl m t a s end waste wmer Ymrn othm activities)

Reporting for operational performance indicators at the PIU level.

The Environmental Officer of PIU will operate the reporting system for environmental management indicator and operation performance indicators. The PIU will set the targets for each activity envisaged in the EMP beforehand and all reports will be against these targets. Contractor will report to the Engineer, on the progress of the implementation of environmental conditions and management measures as per the monitoring plans. The Engineer will in turn report to the PIU on a quarterly basis which will be reviewed and fonnrarded by the PIU to the NHAl corporate office. The quarterly reports of the EMP will form an integral part of the Quarterly Progress Reports. The PlU will also send compliance report to the MoEF as per the conditions of clearance granted for the project after receiving the report from the contractor and duly verified by the Engineer. The reports submitted to the MoEF along with the Quarterly Progress Reports. A detailed reporting system for all the Performance Indicators has been developed and is presented in Appendix 5.1. Reporting formats for contractors have been prepared, which will form the basis of monitoring, by the Engineer andlor the Environmental Cell as required. The details of reporting formats prepared is presented in Table 5.4.

Table 5-4: Summary Details of Reporting Formats

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In addition to these formats, to ensure that the environmental provisions are included at every activity of the implementation by the contractor, it is suggested that the approval of the environmental personnel of the engineer is required in the Request for application to proceed or other similar reporting formats used by the contractor. These will not only ensure that the environmental provisions are addressed but also link the satisfactory compliance to environmental procedures prior to approval by Engineer of Interim Payment Certificate (IPC).

CHAPTER 6:IM PLEMENTATION ARRANGEMENTS

Volume NA: Environmental Management Plan (Part 2)

Chapter 6. implementation Arrangements

The PIU, NHAl is responsible for the implementation of the provisions made within the EMP. To monitor the construction activities to assist the department in implementation, the services of an Engineer are procured for the project corridor. In addition to the monitoring of the implementation of the environmental provisions by the Environmental personnel of the engineer, the Environmental Manager within the PIU will oversee the effective implementation of the measures suggested.

6.1 ORIENTATION OF MEMBERS OF THE ENVIRONMENTAL CELL

Members of the Environmental Cell will be trained in environmental protection both in theoretical and practical aspects. Basic orientation required for environmental awareness shall be provided initially and then experts in specific aspects of road-related works who will train the officials regarding the detailed procedures will be identified. Specific modules customized for the available skill set shall be devised after assessing the capabilities of the members of the Environmental Cell and the requirements of the project. The entire orientation programme would cover basic principles of environmental assessment and management; mitigation plans and programmes, implementation techniques, monitoring methods and tools.

6.2 INTEGRATION OF EMP WITH PROJECT

Environmental provisions to be implemented in the project are presented in Table 3.1. Detailed monitoring plan and reporting formats for ensuring effective implementation of those measures are suggested as part of the EMP. The environmental measures suggested broadly fall into the following categories:

Management measures that are stand-alone items and can be implemented by the contractor (as provision of oil interceptors, monitoring of environmental components etc)

Management measures that are to be taken up incidental by the contractor as part of Good Engineering practices (dust suppression during earthworks, slope protection measures etc)

Enhancement measures including measures not directly related to the road construction (enhancement of cultural properties, common property resources as ponds etc).

The environmental management measures will be included as specific items within the Bid document. These are in addition to the provisions of Annexure A to clause 501 of the Specifications for Road and Bridge Works (MoRT&H). Material quantities for implementing these measures have been worked out based on the designs and specifications.

CHAPTER 7: BUDGETARY PROVlSlONS

Volume NA: Environmental Management Plan (Part 2)

*P

Chapter 7. Budgetary Provisions

Budgetary estimates for environmental management includes all items envisaged as part of the EMP. These have been worked out based on the detailed BoQs and specifications for the enhancement and mitigation measures. The environment budget includes provisions for various environmental management measures (other than measures considered under good engineering practices), the environmental monitoring and orientation costs. The budgetary provisions are presented in Table 7.1. The cost estimates for each item along with basis of costing are presented in the volume, Cost Estimates for Environmental Management for perusal of PIU. The Environmental Management Costs for the project corridor works out to be INR 19.7 millions.

Table 7-1: Environmental Budgetary Provisions

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APPENDICES

k -3 ', - .. - I

Volume IVA: Environmental Managemerft fun . -*A 2)

Appendix I . Quarry Management Wan

Project Planning & Design Stage

Licensed quarries operating with the requisite environmental clearances shall be selected for the project.

Operation and Redevelopment of Quarry

Following are the measures need to be taken during the excavation of the material to minimize adverse impacts on the environment:

Development of quarry area:

Adequate drainage system shall be constructed to prevent the flooding of the excavated area

At the stockpiling locations, the contractor shall construct sediment barriers to prevent the erosion of excavated material due to runoff.

Construction of offices, laboratory, workshop and rest places shall be done in the Up-wind of the plant to minimize the adverse impact due to dust and noise.

a The access road to the plant shall be constructed taking into consideration location of units and also slope of the ground to regulate the vehicle movement within the plant.

Incase of storage of blasting material all precaution shall be taken as per The Explosive Rule, 1983.

Setting up of Crushers and other equipments

The contractor shall acquire "No Objection Certificate (NoC)" from the Tamil Nadu Pollution Control Board.

All vehicles must possess Pollution under Control (PUC) Certificate and shall be renewed accordingly

All machinery, equipments, and vehicles shall comply with existing CPCB noise and emission

norms.

The PIU must ensure that contractor shall submit the copy of NoC and PUC Certificate before the start of work.

Quarry Operation:

Overburden shall be removed and disposed in environmentally sound manner.

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The contractor shall ensure maintenance of crushers shaft be done regularly as per manufacture schedule.

Water sprinkling shall be done to minimize dust generation due to crushing / vehicle movement.

Quarry Redevelopment:

Quarry redevelopment plan shall be prepared prior to commencement of work and shall contain following:

Photograph of the quarry site prior to commencement.

The quarry boundaries as well as location of the materials deposits, the working equipments, stockpiling, access roads and final shape of the pit.

Drainage and erosion control measures at site.

Safety Measures during quarry operation.

Design for redevelopment of exhaust site.

Option A: Revegetating the quarry to merge with surrounding landscape. This is done by conserving and reapplying the topsoil for the vegetative growth

Option B: Developing exhausted quarries as water bodies: The pit shall be reshaped and developed into pond, for harvesting rainwater. This option shall only be considered where the location of quany is at the lowest point, i.e. surrounding areas / natural drainage slopes towards it.

APPENDIX 2: GUIDELINES FOR REDEVELOPMENT OF BORROW

AREAS

Volume IVA: Environmental Management Plan (Part 2)

Appendix 2. Guidelines For Redevelopment Of Borrow Areas

2.1 BACKGROUND

The guidelines provide basic information to the contractor on how to redevelop the borrow areas to ensure compliance with the environmental requirements of the MoEF, MoRTH and as specified in IRC: 10-1961. The following section provides the guidelines to the contractor for the identification, siting of borrow areas and also the enhancement measures to redevelop the areas with community participation.

2.2 IDENTIFICATION OF THE BORROW AREAS

Specific locations of borrow areas will be identified by contractor. The selection and recommendations for borrow areas; will be based on environmental as well as civil engineering considerations. Location of source of supply of material for embankment or sub-grade and the procedure for excavation or transport of material shall be in compliance with the environmental requirements of the MoEF, MoRTH, Clause 305.2.2.2 and as specified in IRC: 10-1 961.

Certain precautions have to be taken to restrict unauthorized borrowing by the contractor. No borrow area shall be opened without permission of the Engineer. The borrowing shall not be carried out in cultivable lands, unless and until, it shall be agreed upon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing or private landowners are willing to allow borrowing on their fields.

To avoid any embankment slippage, the borrow areas will not be dug continuously, and the size and shape of borrow pits will be decided by the Engineer. The contractor shall evolve site- specific redevelopment plans for each borrow area location, which shall be implemented after the approval of the Supervision Consultant.

Precautionary measures as the covering of vehicles will be taken to avoid spillage during transport of borrow materials. To ensure that the spills, which might result from the transport of borrow and quarry materials do not impact the settlements, it will be ensured that the excavation and carrying of earth will be done during day-time only. The unpaved surfaces used for the haulage of borrow materials will be maintained properly.

Borrowing of earth shall be carried out at locations recommended as follows:

Non-Cultivable Lands: Borrowing of earth will be mrri depth of 2.0 m from the existing ground level. Borrowing of earth shall not be don 8m width shall be left at intervals not exceeding 300 shall be

-

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ridges, if necessary, to facilitate drainage. Borrow pits shall have slopes not steeper than I vertical in 4 horizontal.

Productive Lands: Borrowing of earth shall be avoided on productive lands. However, in the event of borrowing from productive lands, under circumstances as described above, topsoil shall be preserved in stockpiles. The conservation of topsoil is been discussed in subsequent section. At such locations, the depth of borrow pits shall not exceed 45 cm and it may be dug out to a depth of not more than 30 cm after stripping the 15 cm top soil aside.

Elevated Lands: At locations where private owners desire their fields to be levelled, the borrowing shall be done to a depth of not more than 2 rn or up to the level of surrounding fields.

Borrow pits along Roadside: Borrow pits shall be located 5m away from the toe of the embankment. Depth of the pit should be such that the bottom of the pit shall not fall within an imaginary line of slope 1 vertical to 4 horizontal projected from the edge of the final section of the bank. Borrow pits should not be dug continuously. Ridges of not less than 8 m width should be left at intervals not exceeding 300 m. Small drains should be cut through the ridges to facilitate drainage.

Borrow pits on the riverside: The borrow pit should be located not less than 15m from the toe of the bank, distance depending on the magnitude and duration of flood to be withstood.

Community I Private Ponds: Borrowing can be carried out at locations, where the private owners (or in some cases, the community) desire to develop lands (mostly low-lying areas) for pisciculture purposes and for use as fishponds.

Borrow Areas near Settlements: Borrow pit location shall be located at least 0.8 krn from villages and settlements. If unavoidable, they should not be dug for more than 30 cm and should be drained.

2.4 DOCUMENTATION OF BORROW PTr

Following checklist provides guidelines in order to ensure that redevelopment of borrow areas must comply with MoRTH, Clause 305.2.2.2 and EMP Requirement. The contractor must ensure that following data based must be documented for each identified borrow areas that provide the basis of the redevelopment plan.

Chainage along with offset distance

Area (in Sq m)

Type of Access/width/kutcha/puc~ etc from carriageway

Soil Type

Slope 1 Drainage Characteristics

Water Table of the area or identify from nearest well etdask lpeop

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Existing Land-use such as barrenlagricultural/grazing land

LocationlNameIPopulationlCaste of Nearest Settlement/Community 81 distance from Borrow Areanype and characteristics of settlement

Dailyloccasional use of the Borrow Area by the community, if any

Identification of any other community facility in the vicinity of the borrow pit

2.5 GUIDEUNES FOR STRIPPING, STOCKING, PRESERVATION OF TOP SOIL

During the excavation of the borrowing material contractor must ensure that the topsoil from all areas of cutting and all areas to be permanently covered shall be stripped to a specified depth of 150mm and stored in stockpiles. At least 10% of the temporarily acquired area shall be earmarked for storing topsoil. The stockpile shall be designed such that the slope does not exceed 1:2 (vertical to horizontal), and the height of the pile is restricted to 2m. Stockpiled will not be surcharged or otherwise loaded and multiple handing will be kept to a minimum to ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or tarpaulin.

It shall be ensured by the contractor that the topsoil will not be unnecessarily trafficked either before stripping or when in stockpiles. Stockpiled topsoil will be returned to cover the disturbed area and cut slopes. Residual topsoil will be distributed on adjoininglproximate barrentrocky areas as identified by the Engineer in a layer of thickness of 75mm-150mm. Top soil shall also be utilized for redevelopment of borrow areas. Landscaping along slopes, medians, incidental spaces etc.

2.6 GUIDELINES FOR ENHANCEMENT

As far as possible borrow area selected for enhancement shall be on government/community land in the vicinity of settlement. The contractor must ensure that any enhancement design proposed should be workable, maintenance free and preferably worked out in consultation with the community and proposed enhancement materials should be locally available. The borrow area can be developed either of the following:

Vegetative Cover:

2.6.1 Applicability

The option can be consider incase topsoil need to be reclaimed and area receive adequate amount of rainfall

Definition:

Establishing permanent vegetative cover to stabilize disturbed

Descriptions:

Vegetative cover must be established on all affected land. -

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Topsoil must be placed, seeded, and mulched within 30 days of final grading if it is within a current growing season or within 30 days of the start of the next growing season.

Vegetative material used in reclamation must consist of grasses, legumes, herbaceous, or woody plants or a mixture thereof.

Plant material must be planted during the first growing season following the reclamation phase.

Selection and use of vegetative cover must take into account soil and site characteristics such as drainage, pH, nutrient availability, and climate to ensure permanent growth.

The vegetative cover is acceptable if within one growing season of seeding:

The planting of trees and shrubs results in a permanent stand, or regeneration and succession rate, sufficient to assure a 75% survival rate;

The planting results in 90% ground coverage.

The site shall be inspected when the planting is completed and again at one year to ensure compliance with the reclamation plan.

Certificate of Completion of Reclamation

Contractors have to obtained certificate of satisfaction from the landowner and submit it to the PIU before final payment is to done.

Reclaiming Borrow Areas through Detention Basin:

Applicability:

In barren land where the soil type is other than clay, borrow area can be redeveloped into detention basin. These basins collects runoff from the surrounding area and reusing it for cattle feeding, washing and also for irrigation purpose, while designing the detention basin care should be taken that proper drainage facility should be provided to avoid stagnation of water for a longer duration.

Design of Detention basin Reclaiming Borrow Areas:

Detention Basins are the sediments control ponds that are design to remove sediments and other organic matter. Design of the detention basin depends upon the particle size, settling characteristics, residence time and land area. A minimum of 0.02 mm size particle with a settling velocity of 0.02 crntsec (assuming specific gravity of solids 2.65) can be settled in the detention basin. The design area of detention basin governs on the following equation:

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Pond should be located at the lowest point in the catchment area. Care should be taken that the horizontal velocity should be less then settling velocity to prevent suspension or erosion of deposited materials. Following are the other details that need to be considered while desgining the detention basin:

Minimum Effective Flow Path: 5 times the effective width

Minimum Free Board: 0.15 m

Minimum Free Settling Depth: 0.5 m

Minimum Sediments Storage Depth: 0.5 m

Maximum interior slope: 2H: 1V

Maximum exterior slope: 3H: I V

The inlet structure should be such that incoming flow should distribute across the width of the

pond.

A pre-treatment sump with a screening should provide to remove coarse sediments.

Settled sediment should be removed after each storm event or when the sediment capacity has exceeded 33% of design sediment storage volume.

Accumulated sediment must be disposed of in a manner, which will prevent its reentry into the site drainage system, or into any watercourse.

1


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2.7 WORKING PLAN

The contractor must prepare a working plan before enhancing the identified borrow areas. Following are the inputs that provide the guidelines to the contractor to formulate the working plan:

Access of Property /width of accesslmaterial

Orientation of property with respect to the road

Site Slope

Local Drainage / water logging etc if any

Location of nearest culvert etc if any to drain water if required

Any other community resources such as tube wellhell etc in vicinity

Location of trees including Specieslgirth/foliage spread and afternoon shaded area on ground

Surrounding land use; nearby settlements (name of structurefpattern of settlement)

Mark on plan part of the borrow area, most suitable for storing and staking topsoil.

2.8 DRAWINGS TO BE PREPARED

The contractor have to prepared the drawings showing both cross-section as well as plan of the identified borrow areas incorporating following inputs:

Contours if any, depth if any

Location of trees, height, foliage spread and afternoon shaded area on ground

Any other existing details at the road /property interface such as signage/railing/etc.

Details of immediate surrounding for at least 5m on either sides

2.9 PHOTOGRAPHS TO BE INCLUDE

The contractor must ensure that photographs are to be taken before and after the excavation of borrow materials and also after the implementation of redevelopment plan, incorporating the following:

Overall View from access side

Any other community resource in the vicinity

All spots to be detailed such as access to borrow pit /cluster of existing trees etc.

2.10 OUTPUTS

be evolved:

. .

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n Cross Section *

-4 Longitudinal SectionIElevation of Site * e Details of all proposed Enhancements including signage etc.

h

r\ BoQ

APPENDIX 3: GUlDELlNES FOR SITING & LAYOUT OF CONSTRUCTION CAMP


Appendix 3. Guidelines for Siting & Layout of Construction Camp

3.1 SITING

The contractor shall identify the site for construction camp in consultation with the individual owners in case of private lands and the gram panchayat or other concerned authority in case of government land. The suitable sites shall be selected (refer Box 1 for Constnrction Camp Site location) and finalized in consultation with the PIU

I: Setaction dconutruttbn campshe locations - - I I Avold the tollowlng

Lands bolmgi~g !r~ ownerr who look upan Lhe lompofary use as a

bands bclc

l a n d s un2

, --d- ..-4

; rivers

!in ?CO rn a

hands sup

C - A - I - I c,ritrrrnl milnds and lands with tonwe rinhts

Lands w h a4m6

ere Ihem

3.2 LAYOUT

After finalization of the site, the contractor shall prepared a detailed layout plan (Figure 1) for development of the construction camp, including No Objection Certificate from land owner, extent of land required, photographs of the site in original condition and details of site restoration after completion.

Following are the guidelines need to be undertaken during the development of construction camps:

Drinking Water:

The contractor shall provide for a sufficient supply of cold potable water in the construction camps. The contractor shall identify suitable cornmu ponds for procuring drinking water, in consultation wit

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Only in the event of non-availability of other sources of potable water, the contractor shall obtain water from an unprotected source only after the testing for its potability. Where water has to be drawn from an existing open-well, the well shall be properly chlorinated before water is drawn from it for drinking. All such wells shall be entirely closed in and be provided with dust and waterproof trap door.

Every water supply or storage shall be at distance of not less than 15m from any wastewater 1 latrine drain or other source of pollution. Water sources within 15m proximity of latrine, drain or any source of pollution will not be used as a source of drinking water in the project.

A pump shall be fitted to each covered well, the trap door shall be kept locked and opened only for cleaning or inspection, which shall be done at least once a month.

Washing Facilities

Adequate and suitable facilities for washing clothes and utensils shall be provided and maintained for the use of contract labor employed therein.

Separate and adequate bathing facilities shall be provided for the use of male and female workers.

Facilities shall be conveniently accessible and shall be kept in clean and hygienic conditions.

Latrines and Urinals

Latrines shall be provided in every work place based on the following guidelines:

Where males are employed, there shall be at least one latrine for every 25 males or part thereof.

Where female workers are employed, there shall be at least one latrine for every 25 females

or part thereof.

Every latrine shall be under cover and so partitioned off as to secure privacy, and shall have a proper door and fastenings. 1 Where workers of both sexes are employed, there shall be displayed outside each block of latrine and urinal, a notice in the language understood by the majority of the workers "For Men Onlyn or "For Women Only" as the case may be.

The latrines and urinals shall be adequately lighted and shall be maintained in a clean sanitary condition at all times.

Water shall be provided in or near the latrines and urinals by storage in drums.

Arrangement for Waste Disposal

a Disposal of sanitary wastes and excreta shall be done by bottom of a puccca tank prepared for the purpose and or refuse and then covering it with layer of earth for a

National High ways Authority of India FINAL DETAILED PROJECT REPORT Pmperslion of ~ e a s ~ b i ~ f ~ Study and UetaiW ~rn)ect Report far fcurtsfx lanlng of Salem lo Karw (NH-7) rn Tamr!nedu - Volume IVA (PartJI): Envltwmental Management Plan

Kitchen wastes shall be disposed into soak pits. Wastewater from campsites will be discharged and disposed in a kitchen sump located at least 15 meters from any body of water. Sump capacity should be at least 1.3 times the maximum volume of wastewater discharged. The bottom of the pit should be filled with coarse gravel and the sides shored up with board, etc. to prevent erosion and collapse of the pit

Provision of Shelter during Rest

Work place shall be provided four suitable sheds, two for meals and the two for the rest separately for the use of men and women labour.

The height of the shelter shall not be less than 3.0 m from the floor level to the lowest part of the roof.

These shall be kept clean and the space provided shall be on the basis of 0.6 sq m per head.

Creches

Incase 20 or more women worker are employed, there shall be a room of reasonable size for the use of children under the age of six years.

The room shall be provided with suitable and sufficient openings for light and ventilation. Provision shall be made such that place shall be kept clean all the time.

One aaya shall be appointed to look after the children in the crbche. Incase number of women worker exceed 50 two aaya shall be appointed

The use of the room earmarked as creches shall be restricted to the children, their attendants and mother of the children.

First Aid Facilities

First-aid facility shall be provided and maintained, so as to be easily accessible during working hours.

First-aid boxes distinctly marked with a red cross on white back ground, at the rate of the not less than one box for 150 contract labour shall be maintained all the time and shall contain the following:

6 small sterilized dressings

3 medium size sterilized dressings

* 3 large size sterilizad dressings

r 3 large steti!ized bums dressings

m 1 (30 ml) bottle containing 2 YO alcoholic solution of iodi

1 (30 ml) bottle containing salvolatile

National RigJrwa- A ntharity of fptdia FINAC DmAILEr) PROJECT REPORT Prepamlron of Feesibdip Srrrdy end Dsfeilsd P m m Report Iw bur/s~w laninq of Sabm to Kawr (NH-7) rn Tamrlnadrr Volume IVA (Pad-I!): Environmental Management Plan

1 snakebite lancet

a 1 (30 gms) bottle of potassium perrnanganate crystals

1 pair scissors

Ointment for bums

A bottle of suitable surgical antiseptic solution

In case, number of contract labour exceeds 50; items in the first-aid box shall be doubled.

Adequate arrangement shall be made for immediate recoupment of the equipment when necessary.

A person trained in first-aid treatment shall be made incharge who shall always be readily available during the working hours at the work place

A suitable motor transport shall be kept readily available to carry injured or ill person to the nearest hospital.

In the work place where the number of contract labour exceed 500 and hospital facilities are not available within easy distance from the works. First-aid posts shall be established and run by the trained compounder.

APPENDIX- 4:GUlDELINES FOR IDENTIFICATION OF

DEBRIS DISPOSAL SITES

Volume MA: Environmental Management Plan (Pad 2)

Appendix 4. Guidelines for identification of Debris Disaosul Sites

The locations of dumping sites have to be selected such that:

No residential areas are located downwind side of these locations,

Dumping sites are located at least 500 m away from sensitive locations, as reserved forests

Dumping sites do not contaminate any water sources, rivers etc, and

Dumping sites have adequate capacity equal to the amount of debris generated.

Public perception about the location of debris disposal site has to be obtained before finalizing the location. i

I

Permission from the Village Panchayat is to be obtained for the dumping site selected

Productive lands are avoided

Available waste lands are given preference.

APPENDIX 5: EXANlPLES OF SOME GOOD - - PRACTICE IN TRAFFIC CONTROL ILEI

n AND SAFETY DURING CONSTRUCTION I


- * Appendix 5. Examples of Some Good Practice in Y

rn Traffic Control and Safety During A Construction n Examples Of Some Good Practice In Traffic Control And Safe!y During Construction

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of Feasibility Study and Detailed Project Report for four/six laning of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Turn ktt [the direction ol lho arrow m y be reversed for 'turn right')

Kecp belt (T)wnrowm.y be - polntd Uownwwd to the right fw 'keep right')

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preperabbn of ~eeGbility ~ h d y and Detailed hj&i Report fw Eo~I~/s!x Inning of S a k . 9 to Kanrr (NH-7) in TemMnadu Volume IVA (Part-11): Environmental Management Plan

Figure: 4

.- Sq, I.*arrt Im taw clrnrwn 11h.nirt In* aim vumv4 tnl l n m l h V

National W i ~ h a y s A ~ l h o r i w 0 f Jndh FINAL DETAILED PROJECT REPORT preparetion ~FF~I~G, !& and Deleiled Profecl ~ e p o r t for hurlsix laning of Salem fo Ksrur (NH-7) ~n Tamilnadu Volume IVA (Part-11): Environmental Management Plan

National Aighwcrys Atithoriry of fndia Preparation of Feastbilrty Study and De!arled Pmjeb Repofl For


four/six laning or Sakm lo Karur (NH-7) rn Tomrlnndu Volume IVA (Part-11): Environmental Management Plan

8KSW RED COLO

W : Backgrwnd : White Color Lettsrs : S i l Red Cdor Post : Allemate Black & White Stripes Height of pool between bottom of roed sign, caution board and crown of road shall be 1.5 m

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of ~easibil it~ S& and Detailed Project Report for four/srx lening d s~~srn lo mrvr (NH-71 tn ~amilnadu Volume IVA (Part-11): Environmental Management Plan

- iooa - I 1

WORK IN PROGRESS I

- I000 - MEN AT WORK

DRIVE SLOW

Note : Background : White Color

Post : Alternate Black 8 White Stripes

0 0

t

- Letters : Signal Red Color

(IN TAMIUENGLISH)

- 7000 - 1 0 0 F-

T (IN TAMIUENGLISH)

l2-s - APPENDIX 6: LOCATION OF SENSITWE n RECEPTORS & ENVIRONMENTAL FEATURES

Wl-Jl


Appendix 6. Locution of Sensitive Receptors & Env. Features

Table 1: Protected Monuments Located in the Project Region I,_.1 . - - - - -

~ l i s t r i c ~ / ~ i s t a n e a ~ocaticrn b Name of Monumenb

I 1 ~ a n h r i 1 25 km I S e n h i 1 Sankari Fort 1 I

SefemOi~hict

AS1 Monuments, Slate I Dept. of Archawlogy I NamaWtal Dlstrlct

Table 2 : Cultural Properties along the project corridor

r -S-W-CT~ naqe q T t f m ! R q DlhdIon -1 "-

Omalur I 30 km

Namakkal

State Dept. of Archaeology Perlaerlpetti

Tamil, Kal vettu, Sankari Fort, Attur Fact.

1 km N e m W Narnakkat Hill Fort, Built by T i Sultan. King of

Mysora

Two Caw3 Cut Templos. Namimmapemrel Temple

ASI, Shte Archaedogfcal Department

National Highways Authority of India FINAL DETAILED PROJECT REPORT

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preperation of Feasrbrlity Study and Detailed Project Report for four/srx laning of Salem to Karur (NH-7) m Tamilnedu Volume IVA (Part-11): Environmental Management Plan ---

No ~ K a ~ n i g e ' --XI&- -

6- , impacted -

Temple

Temple Temple - --

Ganesh Temple,Muthalaipati Temple

West To be enhanced East East To be enhanced

I East No considered West To be Relocated

243.1 75

242.400

243.400

243.200

244.050

243.800

Temple

Shrine

--- Shrine

-

-

Temple

Eswaran Temple,Chellappanpatti

Chritian Shrine.Pudhan sandai

Vinayagar Temple,Chella ppan Patti

Graveyard,Chellappan Patti

Graveyard,Chellppan patti

Sakthi Temple,Pudhanchandai

1 260.300 Pilliatar Temple, Vallipuram bus stop Temple West To be Relocated Ganesh temple, Thattangudi temple west To be Relocated

267.100 Arch to Chelliyandi Amman temple, Arch East To be Enhanced

West Bypassed-Not impacted

East

1 269.600 1 271.800 1 272.600 1 274.100

275.975

276.000

278.1 00

278.400 278.580 278.600 280.600

281.000

1.600

West

East

East

Bypassed-Not 1 im~acted

Bypassed-Not im~acted impacted Bypassed-Not

4.800 Graveyard,Vellur Graveyard East 288.200 Pillayar Temple.Panduthakaranputhur Shrine East To be enhanced 288.600 Manyamman Temple.Pandithakaranputhur Temple West Tobeenhanced 288.650 Karup~usamy,Pandithakaranputhur Tem~le West To be relocated 289.425 Vinayakar Temple, Thulrpatti, Temple West Tobeenhanced

To Be Relocated- The structures affected due to the widening option To be Enhanced- The structures which are not affected due to the widening option have been considered as the structures to be enhanced. Source: Field Survey, LASA (Feb 2004)

I 1

Muru~an Temple,Konur Graveyard,Paramathi Muniyappan koi1,Paramathi Vinayagar Tem~le.Padamodipalayam Mathurai Veeran Temple,Vellur

Mariyamman Koil.Vellur

---- Sellandiamman Temple.Vellur

Shrine,Vellur Ganesh Temple.Vellur Vinavakar Temple,Vellur Karuppanan Koil.Palakkarai,Velayuthampalayam Ganesh Temple.Valluvar Nagar, Velayuthampalayarn Karuppanna Sami,Kandiyan thottam

West

temple graveyard Tempte Shrine temple

1 ernple

Temple

Shrine Temple Shrine Temple

Temple

Shrine

west East west East West

West

To be Enhanced To be Relocated Tobeenhanced To be relocated Bypassed-Not considered Bypassed-Not

I considered East

West West West West

West

West

Bypassed-Not considered To be enhanced To be enhanced To be enhanced Tobeenhanced

Tobeenhanced

To be enhanced

Natiortal High ways Authority of India Prepamtion of Feasibility Study end Detailed Project Reporf for

FINAL DETAILED PROJECT REPORT four/six lening of Salem to Kamr (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Table 3: Institutions Alona Prdect Corrldor - -

1

2

I 12 228.300 1 East 1 25.00 1

. - -- 209.100 School West 20.00 209.300 School West 10.00

3 - 4 5

6 7

8 9 10 11

Source : Prfmaty Survey

Side Description SI No Distance from Existing CIL (m) Chainage

210.550 210.300 213.800 216.225

216.400 21 6.720 21 7.400 - 21 8.500 228.100

Table 5: List of wells impacted along the project corrldor 1

Table 4: Ponds Impacted along the Project Corrldor

lSl.No IChainage IOffset (M) ldia l length X breadth )Depth of We" (M) I Water Level (M) 1

Hospital

Village Name Ammapalayan

Kdinjipatti

West -

Source; Field Sumy, USA, March 2004

Distance from Existing CL - - 0 -----. 25

r Chalnage 214.600 230.200

12.00

Direction East East

30.00 25.00 14.00 20.00

12.00 8.00 15.00 25.00

School School

School ppppp

Hospital Hospital

School School School

East East East

East East West

I East East

National Highways Authority ofIndia Preparation of Feasibility Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT fourktx laning of Salem to KBTUT (NH-7) in Temllnedo Volume IVA (Part-11): Environmental Management Plan

1 ~ 1 . ~ 0 (chainage Eofka (M) ldia I length X breadthl~e~th of Well (M) (Water Level (M) I

Nutiorral High ways Authority oflndia Preparation of Feasibilrty Study end Detailed Project Report for

FINAL DETAILED PROJECT REPORT four/six laning of Salem to Karur (NH-7) in familnadu Volume IVA (Part-11): Environmental Management Plan

Table 6: Glrthwise (in cm) ClassiRcation of Trees to Be removed

SI.No Chainage

-

264+474.731 -21.41 3 6.7*9 264+835.768 -11.195 6'8.6 264+857.058 '9.449 2 265M16.044 -1 1.225 5.4'5.8

Depth of Well (M)

W

65

66

67 -

- - 18

13 17.4

15.5

17

16

11.5 - 16.3 14

14.6

265+206.824

266+868.635 271+144.196

271+899.411

9'7.7 8.4'6.5 ----- 7.5*5.7

--Pppp.

9.5'7.1 2.7 -

13.8'14.8

20.291 -1 1.244 -25.32

-1 7.743

21

18.4 12.2

4 ---- 20.45 15.3 6 14.3

15.2

15

68 -18.533

3.25 7*7.7

4 17'1 5

1

20 I

15.7 10.8

3

dry

dry 4

11.6

13.5

14.8

69

70 71

72

73

274+954.679 ,

281 +317.556

287+520.949

288+884.945

289+058.150

-35.609 -32.405

22.878 10.607

'-21.1 2

ENVIRONMENTAL REPORTING SYSTEM


National Highways Authority of India Preparation of Feasibility Study and Detailed Pmj'ect Report hw

FINAL DETAILED PROJECT REPORT four/six laning of Salem to Kerur (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Appendix 7. Environmental Reporting System

Format EMI: Selection of dump site locations

From

(Give chainage and nearest settlements from both ends)

Selected Site (tick any one column only) Cetiied that the above information is correct to the best of my knowledge and belief.

(Contractor) Verified: Date:

Recommendation on the suitability of the site

Signed: Date:

Name 8 Designation:

ApprovedlNot Approved Decision Taken (tick one):

Signed: Date:

Name and Designation of Deciding Authority

Enclosures (Tick as appropriate)

Maps of each location Photographs a Each dumping location b Each community consultation Photocopies of permissions from Land Owner

National HMwa-vs Autkorim of India FINAL DETAfLED PROJECT REPORT Preparation of ~ea$i!ity st;dy and Detailed Groj&t Report for four/six laning of Salem to Kamr (NH-7) in Tarnilnadu Volume IVA (Part-11): Environmental Management Plan

Name and Designation of Verifier: Format EM2: Construction Camp and Storage Area

Construction Stage: Report - Date- Month Year

(Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format) Fomat to be submitted before target date (decided by PIU) of establishing camps

Location of Camp (km Package )

t

SI. No

-

e Inate of camp being operational , ddlmrnlyy

f Present land use - -

9 No other trees with girth >

!

Id

Details of Storage larea(Availabi1ity of impervious lmxm

Item

1 a

b c

Settlement Distance from Nearest Water

l~etai l of -- storage of topsoit I Describe stacking arrangement I Details of workforce I I

Unit

1 TypelSuelCapacitylPresent

i

2

a

Detail of item camp Size of Camp Area of Camp Distance from Nearest

Details ---

mxm sq.m

I

surface) Availability of separate waste disposal from storage area Details of top soil stacking Quantity of top soil removed

a -- b c

d e

Remarks by CSC, if any

Cum

sq.m

f 4

Total No of Labourers Total no of Male Workers No of Male Workers below 18 years of age Total No of Female Workers No of Female workers below 18 years of age

nos nos nos

nos nos

No - of children Details of dwelling units

nos I

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of ~ e a s b i l i t ~ Study and Detailed Project Report for fwr/six laning of Selem to Karur (NH-7) ~n Temilndu Volume IVA (Part-11): Environmental Management Plan

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

Project Engineer

Format FM3: Re~ortina for Borrow Areas

Construction Stage Report: Date - Month Year

Site Layout of Borrow Area and Proposed Borrow Area Redevelopment Plan to be attached with format

Format to be submitted before target date as (decided by PIU) for establishing Borrow Areas

Borrow Area No. BA

Location of Borrow Area (Km Package )

I SI. Item Unit Details Remarks by CSC, No if any

---- Km

f Total Capacity cum

National Highways Authority of India Preparation of Feesibilify Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT hr/six lanrng of .%/ern ra Karw (NH-71 m Temilnedu Volume IVA (Part-11): Environmental Management Plan

Certified that the furnished infonation is correct the quality of work is as per good practice and all relevant information as required is attached

Project Engineer

(Supervision Consultant) (Contractor)

National Highways Authority of India FINAL DETAILED PROJECT REPORT - ~

Prepmation of ~eacbility study and DefaiJed ~ m j e d Report for four/six laning of Salem ta Karur (NH-7) in Temilnadu Volume IVA (PaRH): Environmental Management Plan

Physical Target Completion Target Links No Target % of task Target Date of Completlon if Reason for

Target Achleved completed Date task completed Delay if any

, Unit 1 -- 1 nos

nos - nos -

4 nos

(Signed)

(Authorized Personal From Forest Department)

Fonnat EM5: Enhancements for Cultural Properties. W&rbodles & lncldsnfsl Spaces

Construction Stage: Quarterly Report: Date - Month Year

Target to be prepared by PIU before Construction period

All Annexures to be appended with format

Annexures Attached Details of Cultural Properties Enhanced Details of Water bodies Enhanced Details of Incidental Spaces Enhanced

Project Engineer

Construction Supervision Consultant)

SI. No

'

Flnandal Target 1 Completion Target

Activity

Cultural properties Water Bodies Incidental Spaces

Reason for

Delay, if

any

Physical Target

Target Date

% used

Total (Lakhs)

Date of Completion1 %

completed

Budget Spent

% of task completed

Unit

Nos.

Nos.

Nos.

Target Target

Achieved

National High ways Authoriw of India FINAL DETAILED PROJECT REPORT Prepamtion of ~ e a z b i l i ~ slidy and Detailed Repod for four/six laning of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-If): Environmental Management Plan

Format EM6: Tree Plantation and Landsca~lng

Construction Stage: Quarterly Report -Date- Month Year

Certified that the above information is corred



FINAL DETAILED PROJECT REPORT f w r k i x loning d %/ern to ~ a m r (NH-7) tn Tamr7nadu Volume IVA (Part-11): Environmental Management Plan

EM7 Topsoil Conservation Monitoring

Contract

Report No. Date Dlstenoe Present W h s

d nearesl Slope of silt fen- * 0': H)

IS any o r n ~

- 1 measure

provided7 If yes, whet is

in

rrnpmements required r

Certified that the above is true.

Sgned Representative of the Contractor) Verified

(Authorized

Signed

(Environmental Specialist of PIU)

Format ECI: Tamet Sheet for Pollution Monitorha

Construction Stage: Report - Date Month Year

(Locations at which monitoring to be conducted as per EMP)

Completion Target

SI. Chainage

No Details of Duratlon of lnstnrments Location Monitoring Used

Reason for Target Date of Completion if

Delay i f any Date 1 task completed

Air Monitoring F

Water Monitoring

Soil Monitoring L F

National Highways Authorify of India FINAL DETAILED PROJECT REPORT Preparetion of ~easibility Study and Detailed Project Report for Fourtsix laning of Sakm Ib Karur (NH-7) in Tamf7n~du Volume IVA (Part-11): Environmental Management Plan

Certified that the Pollution Monitoring has been conducted at all the locations specified in the EMF and as per the directions of the CSC

2 -- 3 --- 4 5 --

Monitoring

Contractor

1 2 3 4 5

Project Englneer

(Construction Supervision Consultant)

---

Format EC 2: Taraet Sheet for Pollution Monitoring -

-

Operation Stage: Report - Date Month Year

(Locations at which monitoring to be conducted as per EMP)

Completion Target

SI. Details of Duration of Instruments Reason for Chainage

Used Target Date of Completion if

if any No Locatlon Monitoring Date task completed

Air Monitoring 1 I

2 3 --- 4

Monitoring 1

-

2

National Highways A rriharity of India Prepemtion orhas~brlrry Study md Detailed Pmjecl Repofl T a r

FINAL DETAILED PROJECT REPORT fwrfsix lnnlng of Sdem !a Karur (NH-71 tn Tarnrlnadu Volume IVA (Part-11): Environmental Management Plan -

Cerlified that the Pollution Monitoring has been conducted at all the locations specified in the EMP Signed (Environmental Specialist of EC of PIU)

Operation Stage: Report -

Format OP 1: Survival Rate of Trees

Date Month Year

Landscape Roadslde Trees Landscaping at Junctions Turflng on Embankment

Sectlon - S. Total

No. Total Total

Total % Total Turfed

Total ' % Area % shrubs KmKm Trees

Sunriving Sunrival Surviving Survival Turfed Planted

Area Sunrival

sYNMnp Planted

Nos. -

Nos. % Nos. Nos. [ % Sqm. Sqm. %

Certified that the above information is correct


National Highways Authority of India Preparation of Feasibrlily Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT folrck~x laning olSakm ro Karw (NH-7) 10 Temilnadu Volume IVA (Part-11): Environmental Management Plan

Format Om- Utllltv of Enhancements far Cultural Pmmrtfes. WateMles & lncldental Spaces

Operation Stage: Report: Date - Month Year

To be monitored by PIU during operation period

Details of remarks to be appended wherever necessary.

Signed

(Environmental Manager of EC of PIU )

Use of the

Propem by Drawbacks Identified Improvements Required SI.

Activity Community

Format OP3: Redevelo~ment of Borrow Areas

Others (Ask Technical Constructlon Financial Community)

-------



Details of remarks to be appended wherever necessary.

Financial Remarks1

Suggestions



four/six laning of Salem to Karur (NK7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Signed (Environmental Specialist of EC of PIU )

Number of trees planted

6 Reuse of topsoil

Preventive ' measures taken for -Mosquito Breeding -Water runoff1 contamination -Other Environmental

9 Faced by the local community

10

A

If it has been developed as a fish pond, Details of available catchment For storing water I I

List of Fish species that can survive in that area

If it has been 11 developed as an

I

, A

B

-

I

---

I

Details of suitability of soil and water. Type of Plantation

Economic

1

-

- ----

I

Any Other End l2 "Se

A l~articulars

BeneMsNBlity-----.

' Economic BeneftsNtility

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of ~eesibility Study and Detailed Projecf Report for four/six laning of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan



Details of remarks to be appended wherever necessary

Signed

(Environmental Specialist of EC of PIU )

Drawbacks Identifled [lrnprovementrr Required - Activity

Units Particulars Others Rernarkd NO Construction Financial ( ~ s k Technical Financial Suggestions

Community) -- Monitoring during dB Operation Stage (A)

---

---

Utility of dB 3 double (A)

glazing ----- Additional Measures Required (If results are

A

unsatisfactory)

Extra Area to be Glazed

2

%. m.

-

Other Provisions

I

Compound Wall, Vegetative Barrier, Earlhem Berms etc.

-APPENDIX - 8: ENHANCEMENT DESIGNS FOR CULTURAL PROPERTlES


Appendix 8. Enhancement Designs for cultural properties

Name of Enhancement Site: KALIYAMMAN TEMPLE, NILAVARAPATTI.

Chainage: 209.625

National High ways A rrfhoriq 0 f h d i a Preparetion of Fsasth~ltty Study and lkrteiied Pmjecf Repod for

FlNAl DETAILED PROJECT REPORT

four/six laning of Salem la K B N ~ (NH-7) in Tomilnodu Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.1: ENHANCEMENT DESIGN FOR SRI KALIYAMMAN TEMPLE, NlLAVARAPAll'l -

I 7-

- -

In-. e r r . '== lo *PI* - - - . -. -. , .- . - -. -. - . - - - - - . - -. - . -. - 5-

\ WilQ ~\ '\

DWELLINGS

. - -

.--

s c m-

is. 0 s

g 5 3 ' m i , E ' - , 8 - 3 ' I L'

* ", -- --

2' - 10'- 24' - - + -+- - 6 ' - -14'- e ad 1 1 DWELLINGS

I J ,-- l j Fi4 1 % " B

National Highways Authority of India preparation of Feasrbilit~ Study 8nd Detajled Project Report for

FINAL DETAILED PROJECT REPORT four/& Ianing of Salem to Karur (NH-7) m Xarnilmdu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site: MAHAKALIAMMAN TEMPLE, MAKALIPATTI.

Chainage: 224.000

Amount

107

1080

878

Per

Cum

Cu.m

1000 Nos

Earth excavation for compound wall upto 3' height below the ground. Stone foundation for compound wall upto 3' height below the ground.

6 Cu.m

6 Cu.m

675 Nos 3

0-' Rate

17.8

180

1300 3b Compound wall upto 1.5' height with intermediate brick pillars upto 3.5' height at 2.4m clc with grill work to

National Highways Authority of India FlNAL DETAILED PROJECT R f W O R T Prepamtion of Feasibility Study and Detailed P-d Repod for

-7) Salemn Tamilnadu Volume IVA (Part-It): Environmental Managern- mt -

APPENDIX 8.2: ENHANCEMENT DESIGN FOR SRI MAHAKALIYAMMAN TEMPLE, MAKALIPATTI

I I WEY(aarYrE

m m E D Lmnw I I

I

I

I I I

I

- 3 . 3 -

O.l(u(ng No, 'ramrrstltwm Fttn**etWUT PM 5U WWHA?l TEMRE 4- -- unwmrn

.- -

National Highways Authority ofIndia Preparation of Feasibility Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT four/six laning of Salem to Karur [NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site : PERlYANDACHl TEMPLE, ANOAGALOR.

Chainage: 228.300

I Description of work I Quantity ( Rate I Per 1 Amount

NOTE: The earth below the specified area is to be removed to a depth of 6" and river sand filling to be laid upto 3" and well watered and consolidated before the paving course is laid.

Stone Paving in Cement Mortar 1 :5 1.4 Cu.m 170 Cu.m 238

Compound wall upto 1.5' height with intermediate brick pillars upto 3.5'

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of ~easibility study and Detailed ~ ro jed Report for four/six Ianing of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.3: ENHANCEMENT DESIGN FOR PERFYANDICHI TEMPLE, ANDALORE

I

f.'C.* 4 .2 '4

IW-a? 7 0 s \

PERIYANDICHI TEMPLE, MJDALORE

i .:

I 1

ENWCEMEUT FOR PERlYANDICHl TEMPLE, ANDUORE

v - l p n n - m - - CLI m & r u u mMtl-f nr -Qs I- P Y I L * ~ ~ U U , ~ ~ ~ I I I I ~

Noh.

011W1016 M€ IN PI twE% OTHUIWEE STAlED

~ C O U I C . B V I N I . T O ~ l U I Y 0 1 V O N

m w u OF WRRV~UW COI(WLT#NT.

I U ~ A L n u n w A v mmrm or IUD- M m W I

LU WQCI.t.. DOUIk W. M. Ud. I-Ue-17. I W k, M l h v l - b I- WU. *.hm w. w" WhCiiODU 41.0114V739~55

Dnwlnp NO. IDOUZ1i2IIEn*/OLI03 --

W - 0 1

chainape m.300

lU".IOQ Date: -

D""" *: -S:

m d k:

sum - K Y D I U W

National High ways A utltcrriQ of India Preparation of Fessrhjkty SSlrrdy and DetcllleU Prqlocl Report for

FINAL DETAILED PROJECT REPORT four/six Ianing c! s J e m m Kamr (NH-7) jn Tamflnadu Volume IVA (Part-ll): Environmental Management Plan

Name of Enhancement Site: MARIAMMAN AND GANESH TEMPLE, KARUNGALPUDUR.

Chainage: 246.300

S.No Item Description of work I Quantity Rate I Per Amount Flooring - type 1

1 NOTE : The earth below the specified area is to be removed to a depth of 6 and river sand filling to be laid I 1 upto 3" and well watered and consolidated before the paving course is laid. ---

2 38 Stone Paving in Cement Mortar 1 :5 6.64 Cu..m 170 I Cu.m 1129 1 3 66 Concrete Paving in Cement Mortar 1:5 1 1.3 Cu..m 750 Cu.m 975 -

4 49 Earth excavation for compound wall upto 3' height below the ground.

5 278 stone foundation for compound wall upto 3' height below the ground.

Compound wall upto 1.5' height with intermediate brick pillars upto 6 3b 3.5' height at 2.4m clc with grill work to specification above 1.5'.

7 125A Steel grills conform to specification. 8 Note below Planting trees - shading variety 9 Note below Planting flowering plants 10 Note below Entry concrete arch gate having two brick columns upto 10' height. 11 278 Stone required for seating arrangement around existing tree. 13 60 Earth fill for seatina arranaement.

1910 Nos

112.3 Kg 4 No's

6 No's

1300 Nos

L

25-00 1 NO. 100 10 1 No 60

. - - - - w - - - -- -

13 1 3b /*hickwork over the earthfill for proper seating I 1 I I

1 2360 Nos 1 1300 1 1000 No ( 3068 1 .7 f n . . I I I -

Total e n h a 9 h , _+ I e d e ~ i g p cost 1 1 9826

I , i r\ iBf#?r expenditure (25% of total cost) I 14 1 <Y@~TE: other expenditure includes inauguration (kurnbh abhisegarn) I I I 1 29957 I

an~d other religious expenditure. 9586 -

) , ) ' , L ) ) > ,d '3 > National High ways Authority of India Preparation of FeasibiMy Study and Detailed Project Reporf hr

FINAL DETAILED PROJECT REPORT -NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.4: ENHANCEMENT DESIGN FOR SRI MARIYAMMAN AND GANESH TEMPLE, KARUNGALPUDHUR

---A- - * -

.. r- .< -,I-- ---.. . , -- - ----

esr m- - - - -- [nrmtnnrum - ENHANCEMEW FOR SRI MARIYAMMM AN0 -

D ~ Q Y E ~ l N M U n e S S D l U 6 l W l S ~ GANESH TEMW, KIRUNGALRlDHUR -01

National Highways Authority of India FINAL DETAILED PROJECT REPORT Pmparation of ~eesibility study end Detailed ~ m j e h Report for four/six laning of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-ll): Environmental Management Plan

Name of Enhancement Site: MAHAKALIAMMAN KOIL, KULAVARPALAYAM.

Chainage: 261 .ZOO

- - Compound wall upto 1.5' height with intermediate brick pillars upto 3.5'

1970 Nos 1300 1000

5 3b height at 2.4m c/c with grill work to specification above 1.5'. Nos

Amount S.NO

.I I

2 3

I 4

I I - - P

I I I

6 1 125A I Steel grills conform to specification. 1 123 Kg 1 30

ltem I Description of work I Quantity I Rate I Per NOTE: The earth below the specified area is to be removed to a depth of 6" and river sand filling to be laid upto 3" and well

I I 1 1 I

8 I Note below I Entry concrete arch gate having two brick columns upto 10' height. 1 50,000 1

watered and consolidated before the paving course is laid.

I9 1 I

1 278 ( Stone required for seating arrangement around existing tree. 2 No's 1 1.8 cum 1180 1 Cu.m 1 324 I 110 160

I I - - - I I I I

I Earth fill for seating arranaement. 2 No's 1 2.4 cu.m 1 130 1 Cu.m 1312

Tsrickwork over the earthfill for proper seating 2 NO'S

170 17.80 180

4.02 Cu.m 17.73 Cu.m 17.73 Cu.m

38 49 27B

1 200 Nos 1300

Cu.m Cu.m Cu.m

Stone Paving in Cement Mortar 1:5 Earth excavation for compound wall upto 3' height below the ground. ----- Stone foundation for com~ound wall u ~ t o 3' height below the ground.

~ote:~o&lly identified cost has been applied for item No.07 and 08.

-

14

O t h E p t ~ g % j ( 2 5 ~ ! & of total mst) NOT ? . ~ $ n d i t u r e indudes inauguration (kumbh abhisegam) and other religious expenditure. - 1 834 1

5869

National Highways Alrlhority of India Ptaparation of Fens~b~lily Sludy and Deterled P w l Repod rw

FINAL DETAILED PROJECT REPORT Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.5: ENHANCEMENT DESIGN FOR SRI MAHAKALIAMMAN KOIL, KULAVARPALAYAM

i

National Highways Authority of India Preparation of Feasibility Study and Detalted P m W Report for

FINAL DETAILED PROJECT REPORT foudsix ranlng of Salem to Kemr {NH-7) in Tamilnedu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site: GANESH TEMPLE, THAlTANGUDI

Chainage: 267.200 -

I s S.NO ltem Per 1 Amount I

Y I - L -

2 no's 125-00 1 1 No 1 50

- -

I

2

3 4 5

6

3.5' height at 2.4m clc with grillwork to specification above 1.5'. No's 2222

3b --

59 & 66

125A Note below Note below

Note below

( )FA I NOTE: other expenditure includes inauguration (kumbh abhisegam) I I I ( 15558 1

1300 Compound wall upto 1.5' height with intermediate brick pillars upto

- ,tk sides brick walls finished with a floating coat of neat cement. Steel grills conform to specification. Planting trees - shading variety (Neem) Planting flowering plants Entrance arch gate having two brick columns up6 10' height with ornaments and decorations

7 D ~ O D O S ~ ~ tree (two trees)

1.32 cu.m

8 9

I 0

1000 No's

27B

5.76 cu.m 480 No,s 2

and other religious expenditure. 8% of total cost

2889

180 Stone required for seating arrangement around existing and

ement design &st ( Other expenditure (25% of total cost) I 1

60 3b

I I I I I

Total

130 1300 1290.40

62232

. ,

Earth fill for seating arrangement (two trees) Bricks over the earthfill for proper seating (two trees) 2 Precast Concrete seating

----

82769

Cu.m

4979

Note: ~ l l y l h t i f i e d - - cost has been applied for item No.10, 04, 05 and 06.

238

Cu.m 1000 No's 1 No

749 624 2581

-

) , l ) ) ) l , ~ L ~ > ~ > X ,d k

National Highways A uthorig of India FINAL DETAILED PROJECT REPORT preparation of Feasibility Study end Detailed Project Report for four/six laning of Salem to Karur ('NH-71 in TemiJnadU

Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.6: ENHANCEMENT DESIGN FOR SRI GANESH TEMPLE, THAlTANGUDl : I . . _ . . . . - . . . - ~ ~ . . - . - . * . . . . . . - - . _ . . . . . - .

-~\ ; . ' . - . ' - - . -~- . -* - . - . - . - . ' * '~ '~- .

. - . *

PROPOSRI 1.5' MlGM

',. FXTSt!KC sEAnXG

. ~ M Y R T t * l l l . m a E u D L P I 1 ? P

rrmm-mm--w-m -mwsmmmImmmnRlll~lll m,m Y O m m . m m 1 L - i . I M " X - J " l u a -- VIIUI. l l r l , l l T S m I ~ . W .

National Hig ftways A trtharr'ty of India FINAL DETAILED PROJECT REPORT prepamlion of Fcasibl!ily Sludy and Detailed Ptt$xf Rapolt for

Volume tVA (Part-11): Environmental Management Plan

Name of Enhancement Site: MURUGAN TEMPLE, KONUR

I I I

Note: Locally identified cost has been applied for item No 03, 04 and 08.

Chainage: 269.600

Amount

307 100 50,000

4860

8736 7280 1000

S.NO

1

2 3 4

5

6 7 8

ltem I Description of work I Quantity 1 Rate I per

Flooring - type 1 NOTE : The earth below the specified area is to be removed to a depth of 6" and river sand filling to be laid upto 3 and

well watered and consolidated before the paving course is laid.

72283

18071

5783

96137

1

10

269-00 25-00

180

130 1300 -- 500

1.14 Cum 4 no's

27 Cu.m

67.2 cu.m 5600 Nos 2 Nos

38 Note below Note below

278

60 3b Note below

Other expenditure (25% of total cost) NOTE: other expenditure includes inauguration (kurnbh abhisegarn) and other religious expenditure. 8% of total cost

Cu. M 1 No

Cu.m

Cu.m 1000 No I No

Stone Paving in Cement Mortar 1:5 Planting trees - shading variety (Neem) Entry concrete arch gate having two brick columns upto 10' height.

Stone required for seating arrangement around (16 No's) existing and proposed trees. Earth fill for seating arrangement. (16 No's) Brickwork over the earthfill for proper seating (16 No's) Signage board and hoardings at 50011-1 distance on both side.

Total

National Highways Authorily of India Preparation of Feasibilrty Study and Delsrled Prq(ecf Repofl for

FINAL DETAILED PROJECT REPORT four/six laning of Salem to Kerur (NH-7) in Tomilnadu Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.7: ENHANCEMENT DESIGN FOR SRI MORUGAN TEMPLE. KONUR

National Highways Aufhon'w oflndia Preparetion of Feasr blbty Srudy end Dofatled P q k ~ t Report for

FINAL DETAILED PROJECT REPORT four/six laning o! .Set;.m tn Kam (NH-7) In Tarntlndu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site: PILLAYAR TEMPLE-PANDUTHAKARANPUDUR

Chainage: 288.200 -

I well watered and consolidated before the paving course is laid.

Amount S.No Item I Description of work ( Quantity 1 Rate 1 Per

Stone Paving with minimum depth 4.5" in Cement Mortar 2 3 8 7.56 Cu.m 170 1:5 ----- Concrete paving with minimum depth 4.5 in cement 3 66 3.7 Cu.m 750 mortar I :5 Earth excavation for compound wall upto 3' height below 4 49 50.535 cu.m 17.8 the ground.

5 27B cu.m 180 Stone foundation for compound wall upto 3' height below the ground.

6 3b Compound wall upto 1.5' height 25268 Nos 1300 7 Note below Planting trees - shading variety 10 NO'S 25-00

8 Note below Planting flowering plants 3 No's 10-00

1

Cum

Cu.m

Cu.m

Cu.m

1000 No 1 NO. 1 No

NOTE: The earth below the specified area is to be removed to a depth of 6" and river sand filling to be laid upto 3" and

Total enhancement design cost Other expenditure (25% of total cost)

9 NOTE: other expenditure includes inauguration (kurnbh abhisegam) and other religious expenditure.

1 10 8 % of total cost

Total

National Highways Authority of India Preparation of Feasibil~ty Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT four/six laning of Salem to Kamr (NH-71 in Temilnadu Volume IVA (Part-11): Environmental Management Plan

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparatlon of ~eaibdity Study and Detailed project Report for four/six laning of Salem to Kerur (NH-7) in Temilnadu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site: VINAYAGAR TEMPLE, ARUMAlKARANPAlTl

Chainage: 209.625

S.No Item I Description of work I Quantity I Rate I Per 1 Amount

1 NOTE: The earth below the specified area is to be removed to a depth of 6 and river sand filling to be laid upto 3" and well watered and consolidated before the paving course is laid.

3 66 Concrete Paving in Cement Mortar 1:5 -- 4 49

Earth excavation for compound wall upto 3' height below the ground.

5 278 5.71 5 cum 180 Cum 1029 Stone foundation for compound wall upto 3' height below the

6

7

8

3b

125A Note below

Total enhancement design cost 1 54419

ground. Compound wall upto 3' height with intermediate brick pillars upto 6' height at 2.4m c/c with grill work to specification above 3'. --- Steel grills conform to specification.

Entry concrete arch gate having two brick columns upto 10' height.

13605

4354

72378

9

10

635 Nos

39.6 Kg

Other expenditure (25% of total cost) NOTE: other expenditure includes inauguration (kumbh abhisegam) and other religious expenditure. 8% of total cost

Total

1300

30

-

1000 No

Kg

826 -

1189

50,000

National Highways Authority of India FINAL DETAILED PROJECT REPORT Preparation of Feasibility study and Detailed Project Report for four/six laning of Salem to Kerur (NH-7) in Tamilnedu Volume IVA (Part-11): Environmental Management Plan

APPENDIX 8.9: ENHANCEMENT DESIGN FOR SRI VlNAYAGAR TEMPLE, ARUMAlKARANPAlTl *I

PANCHAYAT ROAD

National Highways Author& of India preperation of Feasibility Study and Detailed Project Report for

FINAL DETAILED PROJECT REPORT !our/six Ianing of Salem to Karur (NH-7) in Tamilnadu Volume IVA (Part-11): Environmental Management Plan

Name of Enhancement Site: KRISHNA RAJA PERUMAL KOIL, MALLUR BYPASS

Chainage: NOT YET FlNALlSED

-

12 ;/: enditure (25% of total cost)

r / ther expenditure includes inauguration (kurnbh abhisegam) and other religious expenditure.

13 \, x 8F , ojX\- .,. -

Amount

2074 21 75 3629

1 Quantity I Rate I Per

NOTE: The earth below the specified area is to be removed to a depth of 6" and river sand filling to be laid upto 3" and well watered and consolidated before the paving course is laid.

16855

5394

89668

I 1

170 ( Cu.m 750 I Cu.m

5 6 7 8 9

10 11

2 1 38

Parapet wall for proposed steps Planting trees - shading variety Planting flowering plants Entry concrete arch gate having two columns upto 10' height. -- Stone required for seating arrangement around existing tree.

Stone Paving in Cement Mortar 1 :5 Concrete paving with minimum depth 4.5" in cement Mortar 1: 5

3b

Note below Note below Note below -- 278 --- 60 3b

3 12.2 Cu.m 2.9 Cu.m 66

4

Total enhancement design cost

Stone slabs(2 X 0.5) for constructing steps 12 No's --- 34B

6741 9

1.2 Cu.m 1 3024 I Cu.m 130 200-00 20 50,000 91 5

100 Nos A 1300 I 1000 No

Earth fill for seating arrangement. Brickwork over the earth fill for proper seating

1 No. 1 No

Cu.m

8 no's 1 25-00

38.16 cu.m 2550 Nos

2 no's I

5.085 Cum

10-00

180 130 1300

Cu.m 1000 No

496 1 3315

National Highways Authority ofIndia Preparation of Feasibility Study and Detailed Project Repoft for


four/six lenlng of Saiem to Karur{NH-7) in Temilnadu Volume IVA (Part-11): Environmental Management Plan -

APPENDlX 8.10: ENHANCEMENT DESIGN FOR SRI KRlSHNARAJA PERUMAL KOlL, MALLUR

-- ENtUNCEMEm FOR SRI KIISH- * A n m Y L ~ ? ~ a - bRI IN I4 UNLESS OTHb%WlSt S T m D

C11E*41 I - PERUCUL KOIL, CUUUR m m m

C PUNG€S IP AMY. TO OC MADE ONLY OH - Ua - - g l l " - - - - w I U P m cm*uk LEA-SouthW.M.Ud

H)Pl!IVlSIOH CONELILTAIT ChlR* - - - - ."..Whl l l t l , n m ~ r m , m n - l u u n - 2 bVE-27, llrd Rmr, h h n C0~9W.h. I & ~ l Emu.

w r m v r w 1.- r lu r r o w m~thum b a r mw D.lh8-11- *rd 4, U.N 91.0116s139WJl

E5 APPENDIX 9: LOCATIONS PROPOSED FOR INSTITUTIONAL PLANTATlONS


Appendix 9. Locutions proposed for institutional

Locations proposed for Institutional Plantations -

Name of the Institution

RHS I Golden Choice Matriculation School i

RHS

LHS I Government Hiah Schoal

NQ6 1 219.000 1 LHS S.V.T. Higher Sec. School 1 I 1

NQ5 v

211.000

NQ7

NQ8

NQ1O

RHS

216.000

NQ11

NQ12

NQ13

Tamil Nadu Medi i l College of Naturopathy and Yogic Science

- 216.000

218.000

NQIS

LHS

228.000

228.000

233.000

243.000 RHS Government Higher Sec. School _ _ _ _ L

NQ16

S.P.M. Hospital

LHS

LHS

NQ17

Best M a % i c u I l a t School

VeM Wkas Hr. See. School

LHS

LHS

243.000

NQ18

Amlmighu Venkateswam Govt. Aided Mjddle School

Government Arts Cdlege

263.000

--- LHS Paavai Eng. College

LHS

273.000 LHS

Gwemmmt Children School

RHS

Government Hr. Sec. Schdol 1 Flamakkal Kongu MaMc Hr. See. School

national highways author* of india

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