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Environmental Management Plan - Package ( AGrand Trunk Road Project

TABLE OF CONTENTS

1.1 INTRODUCTION ........... , ,,,

1.2 PROJECT DESCRIPTION ,,.. 2

1.3 MAJOR FINDINGS OF THE EA.. 3

1.3.1 AIR_ .................................... 3

1.3.2 WATER: HYD ROLOGY AND DRAINAGE ................................... 3

1.3.3 LAND.3

1.3.4 NOISE ....................................... 4

1.3,5 FLORA.4

1.3.6 FAUNA.41.3.7 HUMAN USE VALUES .......... ,, , ., ,,,,,.4

1.3.8 INDUCED/RIBBON DEVELOPMENT ............................ 4... ,.......; 4

1.3.9 CULTURAL PROPERTIES ..... 51.3.10 QUALITYOFLIFEVALUES ..... 5

1.3.11 RESETTLEMENT .................................. . .. . . . . 5

1.4 SUMMARY OF CRITICAL IMPACTS /ISSUES.. 5

1.5 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED .. 6

1.5.1 PRE-CONSTRUCTION STAGE ............................... ,. .,,,,, 6

1.5.2 CONSTRUCTION STAGE. 6

1.5.3 OPERATION STAGE ................................. 6

1.6 REPORTING ARRANGEMENTS .. 38

1.6.1 PRE-CONSTRUCTION STAGE ............................. 38

1.6.2 CONSTRUCTION STAGE .38

1.6.3 OPERATION PERIOD .401.7 INSTITUTIONAL ARRANGEMENTS .. 41

1.8 TRAINING .. 421.8.1 TRAINING ALREADY PROPOSED UNDER TNHP .42

1.8.2 ADDITIONAL TRAINING AS PART OF GTRP .44

1.8.3 LOGISTICAL SUPPORT REQUIRED .441.9 ENVIRONMENTAL MONITORING PLAN . . .451.9.1 PERFORMANCE INDICATORS (PIS) .451.9.2 AMBIENT AIR QUALITY (AAQ) MONITORING .45

1.9.3 WATER QUALITY MONITORING ....................... ,. . , , , , , , . . 46

1.9.4 NOISE LEVELS MONITORING .,. 48

1.10 MONITORING PLAN .49

1.11 ENVIRONMENTAL MANAGEMENT - BUDGET .49

Lea Associates

Environmental Management Plan - Package I AGrand Trunk Road Project

1.1 INTRODUCTIONThe National Highway-2 (NH-2) connecting Delhi with Calcutta is one of the most important high-density corridors in the country. The existing highway is a two - lane carriageway with trafficbottlenecks and various highway deficiencies. To cater to the existing high volume of traffic, there isan urgent need for capacity augmentation of this highway.

The Government of India (Gol), acting through the National Highways Authority of India (NHAI), a partof the Ministry of Road Transport and Highways (MRTH) is improving the Agra - Dhanbad portion ofthe NH-2 with assistance from the World Bank. To facilitate the project preparation, the corridorstretch has been divided into five packages. International consultants have been appointed for theplanning and design of each of these five packages, each about 200km long. Each contract packagehas been further divided into several contract packages.

The 1400km long NH-2 falls in the Upper Gangetic Plain in northern India and traverses through thestates of Delhi, Uttar Pradesh, Bihar and West Bengal. As part of the Delhi-Calcutta segment of theGolden Quadrilateral, the Delhi-Agra section (210km) at the west end, and Barwa Adda - Calcuttasection (278km) at the east end of the NH-2 have already been 4-laned with assistance from theADB. For project preparation, the Agra-Barwa Adda section was divided into 16 contract packages.Eight of the 16 contract packages were selected for Third National Highway Project (TNHP) (Table 1-1), depending on the project preparedness, progress on land acquisition and utility relocation. Of theremaining eight packages, seven are proposed to be taken up under the Grand Trunk Road Project(GTRP). The Allahabad bypass (Contract Package III-B) has not been included as part of TNHP orGTRP, will be taken up subsequently for construction by NHAI with funding from the WB.

Table 1.1: Contract Packages of TNHP and GTRP

Contract iFrom ToPackage Description (chainage) (Chainage) Length (km) Part or Project

I- A Agra- Shikohabad 199.660 250.500 50.840 GTRPI -s Shikohabad - Etawah Bypass (start) 250.500 307.500 59.020 GTRP

Etawah bypass 307.500 321.100 13.600 Etawah bypassI - c _ Etawah bypass (endJ- Bhognipur 321.100 393.000 72.825 GTRPI_I_-_A s_ikand_ra/Bhog_nipur - Bhaunti 393.000 470.000 61.600 TNHP1-13 B_ haunti - Fatehpur Border 470.000 38.000 51.330 GTRP__-_ Fatehpur Border- Khaga 38.000 115.000 77.000 TNHPIII- A Khaga- Kokhraj 115.000 158.000 43.000 TNHPII- B Kokhrai - Paharpur Village 158.000 245.000 87.000 Allahabad Bypassl1l- C Paharpur village -Raja Talab 245 000 317.000 72.000 TNHPIV -A Raja Talab - Mohania 317.000 65.000 76.100 GTRPIv-B Mohania-Sasaram bypass 65.000 110.000 45.000 TNHPIV-C Sasaram bypass 110.000 140.000 31.100 GTRPIV-D Sone River - Aurangabad 140.000 180.000 40.000 TNHPV-A Aurangabad - Raniganj 180.000 240.000 60.D00 TNHPV-B Raniganj - Barakatha 240.000 320.000 81.570 GTRPV -C Barakatha- Barwa-Adda (Dhanbad) 320.000 398.750 78.750 TNHPTotal GTRP 422.780

Source NHAI 2000

This Environmental Management Plan (EMP) pertains to Contract Package I-A, between Agrato Shikohabad.

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Proposed BypaicaExiating BypemaProject CorridorN6L2

- NafonalFNational HighwayState Boundary

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GRAND TRUNK ROLAD PROJECT J .IGF I [l Natona HA hasAuhrt-O niSMAafR GRID 5L'cX-

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MAP SHOWING CONTRACT PACKAGE - I A CPKGI MDdm oUww


1.2 PROJECT DESCRIPTIONPackage-IA traverses through flat terrain of rich agricultural belt in the Gangetic Plains. The Contract

Package IA extends from km 199.660 of NH2 at Agra (the end of the existing bridge on river Yamuna)to km 250.500 just after crossing the Thana Mathesana road. Two important towns Tundla (km222.000) and Firozabad (km 235.000 to 242.000) fall within this package. The other important

villages are Etmadpur (km 217.000), Raja ka Tal (km 233.000) and Thana Mathesana (km 248.000).

The carriageway on the existing highway is uniformly 7m with completely absent or very narrow

paved shoulder width varying from 0.5 to 1.5m.

The very high traffic volumes (as high as 1,25,000 PCUs by 2015 AD) along the initial 22 km of thecorridor, has necessitated the provision of a 6-lane highway between Agra and Tundla. Thereafter,a divided four-lane carriageway has been proposed for the remaining length of the highway. Rigid

Cement concrete pavements have been proposed for the additional lanes in the project. Theproposed improvements planned as part of the GTRP are presented in Table A.1.

Table 1. 2- Proposed Improvements - Package I A

t) 0.7 U Agra = _ = = = = = = =C_~ ~ ~ ~~~~~~~~~~~~~~~~~~~~~~ _ _

4.18C ) . C MO R 2MO N35

E (C (C C ~~~~ ~~~~~~~~~ b t .Z 2 o ~~~2 rz C)0 ( (CC C ):CC

LL 5 9 5J R Jhrn Ni byp) 4LL 5O 2xU) LOLL

o 0.7 U Agra

0.7 1.4 U Agra 1 2x10.75 1.2 7.5 2x2.5

1.4 4.18 U Agra 2 x10.75 5 2x2.5 2.5 2x5.5 2x1.5 2x1.6

4.18 5.15 R Jharna Nala bypass 3 2x10.75 5 2x2.5

5.15 5 95 R Jharna Nala bypass 4 2x1 0.75 5 2x1.5 2xi.0

5.95 7 3 U Chhalesar 5 2x10.75 5 2x1.5 lxl.0

7.3 7 7 U Chhalesar 6 2x1 0.75 5 2x2.5 2x1 .5

7 7 10.4 R 7 2x10.75 5 2x1.5 2x1.0

10.4 11 U Kuberpura 6 2x10.75 5 2x2.5 2x1.5

11 16.5 R 7 2x10.75 5 2x1.5 2x1.0

16.5 18.2 U Etmadpur 8 2x9.2 0.9 2x0.8 2x5.5 2x1.5

18.2 20.2 U Etmadpur 6 2x10.75 5 2x2.5 2x1.5

20.2 21.4 R 7 2x10.75 5 2x1.5 2x1.0

21.4 23.2 U Tundla 9 2x1 0.75 1.2 2xO.9 4.25 2x1.0

23 2 27.5 R 10 2x7.25 5 2x1.5 2x1.0

27 5 30.3 R 11 2x7,25 5 2x1,5 2x1.0

303 32 1 R 10 2x7.25 5 2x1.5 2x1.D

32 1 35.4 R Raja ka tal bypass 12 2x7.25 5 2x1.5 2x1.D

35 4 37 41 U Firozabad 13 2x7.25 0.9 2x3.25 2x0.8 2x5.5 2x1 5

37.41 38.2 U Firozabad 14 2x9.2 0.9 2xO.8 2x5.5 2x1.5

38.2 43.45 U Firozabad 15 2x7.25 0.9 2x1.5 2xO.8 2x5.5

43.45 44.5 U Firozabad 14 2x9.2 0.9 2xO.8 2x5.5 2x1.5

44.5 46.5 U Firozabad 13 2x7.25 0.9 2x3.25 2x0.8 2x5.5 2x1.5

46 5 50834 R 10 2x7 25 5 2x1.5 2x1 0

Source. Compiled from DPR of Package IA, NHAI. Note: U = Urban; R= Rural.

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1.3 MAJOR FINDINGS OF THE EA

1.3.1 AIR

The NH-2 from km 199.6 to km 255 passes through the Taj Trapezium', an area in which actionshave been recommended to lessen the possibility of damage to TajMahal. The contract package IAlies entirely in the Taj Trapezium Zone, an area of special importance in the cultural heritage of Indiaand even the world. The standards for sensitive areas are therefore made applicable for this corridor.

The results from the model indicate than by 2015 A.D., area enclosed within 100m on either side willexceed the prescribed limits for SPM. CO concentrations exceed the 1000 pglm3 threshold in 2015A.D. at all locations within 25 m of the centerline and at even 100m from the centerline by 2025 A.D.The concentration of NO, (as NO2) also exceeds the stipulated 30 pg/im3 by 2015 A.D. at 100 m fromthe centerline except for the last 3 km of the package. The highest concentrations are found at thewestern end of the corridor near Agra (km 199.6-203) and at Tundla (km 222).

1.3.2 WATER: HYDROLOGY AND DRAINAGE

Yamuna is the western end of the corridor, which continues eastwards several kilometres south of theNH-2 along the entire length of the package. The general drainage of the area is norlhwest tosoutheast.

The problem of drainage is more pronounced along the settlements, as Firozabad, where peoplehave built barriers along the road to prevent flooding from road run-off. In the absence of any outletfor the draining of the water collected, water logging along the sides of the highway is an issue thatneeds to be addressed. Otherwise, the entire corridor falls in the flat flood plains of the Yamuna. Thedesign stage has taken care of the drainage across the section as part of good engineering practice.The provision of adequately sized cross Drainage structures will improve drainage in the vicinity ofthe road.

Rigid pavements have been proposed for the additional two lanes proposed for the project.

1.3.3 LAND

The NH-2 in this package traverses over the highly fertile Indo-Gangetic plain. With provision of twobypasses at Jharna Nala and Raja ka tal, the acquisition of land will be a significant issue since thesetracts of productive soil will be put out of use permanently. 18.0 ha of productive agricultural landneeds to be acquired for these 2 bypasses and 51.17ha of agricultural land to be taken up forwidening along the existing alignment.

The erosion of soils will not be a significant issue since the terrain is plain and the soil is alluvial.

A total area of 10 400 square kilometres covering parts of Rajasthan and Uttar Pradesh in the shape of a Trapezium hasbeen identified as the zone of influence for the protection of Taj Mahal from pollution sources especially Air Pollution. Theregion is home for over forty Protected monuments, three of which are listed as World Heritage Site (WHS) namely the TajMahal, Agra fort and Fatepur Sikri. The major centres covered under the Trapezium are:* Mathura and Vrindavan towards its northwest corner;

Firozabad at its south east comer;* Kaldec National Park, Bharatpur in the west direction; and* Agra as the epicentre of the area.

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Borrow areas for the project has been proposed mostly on non-productive lands. Redevelopment ofthese areas after the borrowing needs to be adequately addressed in the project.

1.3.4 NOISE

Along package 1 A the noise levels are now between 50 and 70 dB (A). It is predicted that the levelswill rise to as high as 88 dB (A) in 2025 A.D. Even the lowest values will be around 64 dB (A) - only 1dB (A) less than the day time limit for commercial areas. The highest noise levels are at the beginningof the corridor, on the outskirts of Agra. The largest increases in noise levels are at Firozabad wherethe levels rise by 15 dB (A) above the present by 2025 A.D. The smallest increases are predicted forthe Reserved Forest just outside Agra.

1.3.5 FLORA

Between km.204.000 to km.206.000, the corridor passes through Agra Reserved forest just east ofAgra between km 204.000 and km 206.000. The forest is degraded due to human influence and a400-500 m long stretch between km 204 and 204.6 is used for dumping garbage from Agra. Theimproved road could further exacerbate the situation if no remedial steps are taken. Except for thisstretch, land on either side is agricultural or rural/residential. No endangered flora species has beenreported along the highway. The impact of removal of trees however should be a concern, especiallyin the first 22 km where 6-laning has been proposed. A total of 7900 trees within the existing RoWneed to be felled for the project.

1.3.6 FAUNA

The historical human influence and the continuous human habitation along the G. T. Road has meantthat there is very little faunal presence except for domestic animals along the highway, especially inUttar Pradesh. Even the Agra Reserved forest does not support any significant faunal species. Somewater bodies abutting the highway, do serve as a temporary/permanent habitat for the migratory oreven resident avifauna.

1.3.7 HUMAN USE VALUES

The dominant land use along the highway is agricultural. The major crops grown are wheat, maize,gram. sugarcane and barley. 71.63 ha of land needs to be acquired out of which 69.67 ha will beagricultural land. A number of public buildings such as schools, hospitals abut the road. The proposedwidening and strengthening will affect road-side amenities and some locations will be morevulnerable than before. It is envisaged that the agricultural land along the highway will get convertedto industrial/commercial use to realise the value of the improved connectivity of the area. Increasedvehicular speed mean that the fringe areas of the road are at increased risk from speeding vehicles.

1.3.8 INDUCED/RIBBON DEVELOPMENT

Agra - Past trends indicate a radial pattern of growth along the radiating roads. Expansion towardsthe east is restricted due to the presence of physical barrier, the River Yamuna.

Firozabad - The existing NH2 was once a bypass to the city. It acts as a congested city road now.The area between the erstwhile bypass and the previous road is densely populated. Future growth isalso envisaged along NH2 itself.

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1.3.9 CULTURAL PROPERTIES

The entire corridor falls within the Taj Trapezium zone. The Taj Mahal is located about 1 Okm from thestart of the alignment, and there is no adverse impact due to the project anticipated.

There are two sites designated as "Protected Monuments" protected by the Archaeological Survey ofIndia along Package I-A, namely: Rambagh (km 199.6) and Budhiya ka Taal (km.216.6) . No directadverse impacts on these archaeological properties are likely due to the project as they are beyondthe range of being impacted by construction and allied activities. However, in the case of Rambagh,there was a possibility of the damage to the structures' foundation due to piling for the flyover at thevery beginning of the package. Degradation of the structure due to pollution, risks of collision andpossibility of over-use dominate the concerns related with these and other properties. Adequateenhancement! Mitigation plans need to be developed for these properties.

Apart from these two protected monuments, there are several small structures along the corridor oflocal significance. The detailed drawings of the measures suggested and the associated Bills ofQuantities form a part of this EMP.

1.3.10 QUALITY OFLIFEVALUES

The project is expected to bring in substantial improvement in connectivity along the corridor.Presently, the traffic conditions are characterised by mixed traffic with bullock carts and high-speedtruck jostling for space on the highway. These combinations create hazardous conditions for all theroad users. With segregation of local and through traffic, by the provision of service lanes, flyovers,etc. the project will have a beneficial effect on road safety. However, real safety concerns have beenraised with reference to the children using the highway to get to the numerous schools and othereducational institutions that have direct access opening on to the NH-2.

1.3.11 RESETTLEMENT

A total of 1215 families will be affected of whom 643 will be displaced. The entitlement framework ofthe GTRP provides for distinct entitlements and assistance for each category of the displacedfamilies/ persons. For details refer the Consolidated RAP Report and the RAP for Package I-A.

1.4 SUMMARY OF CRITICAL IMPACTS / ISSUESIssue Description

Removal of road side trees A total of 7900 trees need to be removed to accommodate the RoW

Taj Trapezium The entire project package falling within the Taj Trapezium, is of great

significance and the environmental quality standards for sensitive areas

need to be complied with.

Loss of productive top soil Acquistion of 69.2 ha of productive agricultural land is required

Forest land acquisition Acquisition of 0.55 ha of forest land in Agra Reserved Forest

Garbage dumping Garbage dumping along the NH between km 204.2 to km 204.6 in the

Agra Reserved forest.

High noise levels The entire corridor exceeds the permissible noise levels for rural and

residential areas.

Drainage and water logging In and around settlements as Firozabad

Protected Monuments Ram Bagh and Budiya ka tal

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Environrmental Management Plan - Package I AGrand Trunk Road Project

1.5 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSEDA description of the various management measures during the various stages of the project isprovided in the following sections.

1.5.1 PRE-CONSTRUCTION STAGE

During the pre-construction stage, the management measures required will include, the clearance ofthe RoW, transplantation of the candidate trees identified, the measures for protecting/replacingcommunity resources such as hand pumps and other utilities likely to be impacted. Theirenhancement shall also be completed before construction actually starts so that the community canstart using these while the construction activity begins.

1.5.2 CONSTRUCTION STAGE

This will be the most intense stage for the environmental management plan. In addition to themonitoring of the construction activity itself to ensure that the environment is not adversely impactedbeyond permissible limits, the enhancement of cultural properties, mitigation and enhancementmeasures for waterbodies will go on simultaneously as the construction progresses.

In addition the need for a balanced evaluation and planning for risks associated with constructionactivities related to roads such as accidental spillages and consequent damage to the surroundingenvironment in terms of loss of flora and fauna, agricultural crop or worse fertile land, continues togrow in importance. Other possible locations where a risk assessment2. might be useful include thelocations of Hot Mix plants (spillage of fuel, bitumen etc) and labour-camp sites.

1.5.3 OPERATION STAGE

The operation stage will essentially entail monitoring activity along the corridor. The monitoring forpollutants specified in the Monitoring Plan will serve the two purposes. In addition to checking theefficacy of the protection/mitigation/enhancement measures implemented, this will help verify orrefute the predictions made as a part of the impact assessment3. Thus, it will complete a veryimportant feedback loop for the NHAI.

The measures adopted and/or to be adopted during the different stages of the project have beendetailed in Table 3.

While risk management here deals exclusively with the physical environment, the Resettlement Action Plan addressesequally real risks on the socio-economic aspects. Contingency Planning may be adopted to set aside resources for theevents for which there is no way of predicting severity and probability of occurrence with any great degree ofconfidence. Normally fixed proportion of the emergency response resource allocation is kept always on stand-by tocounter such a situation.

The inputs from this and other projects of similar nature will help improve the quality of the environmental management

plans in subsequent projects or modify any future activities along this highway too. Risk Management during theoperation phase of the project almost exclusively deals with the accidents vehicles carrying fuel or other hazardous

materials. At this stage too, a dispassionate weighing up of the seventy and probability is a must to ensure that neithertoo many nor too few resources such as personnel, vehicles or communication facilities are available to tackle the

situation whenever it arises.

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Tablel- 3: Environmental Management Plan

Eniomn 1 Reference to | Mitigation ResponsibilityimpactrIssue Mitigation Measures4 the Contract Location6 costs Time Frame Implement

Documentss J ation Supervision

*P ~ t G 4:P r . ..sl i S .__ __ _ . : _ _. ._ ._ _ _ _.._

P.1. 1 Trees will be removed from the Corridor of Impact (or, site BeforeRemoval of in other words) before the commencement of Construction Leg Corridor of Impact. Construction Contractor PIU, NHAITrees with prior approval of the DoF. starts.

Trees identified, as candidates for transplantation, shall be All along thetransplanted at locations identified. The transplantation corridor. Trees Before the site Special

P. 1.2 Tree shall be completed prior to the commencement of the identfied for is headed over Contractor orTransplantation construction. The methodology and techniques to be transplantation have to the agency to be PIU, NHAI

adopted for transplantation are presented in Appendix 1 of been marked on contractor. identfied forthis report. site. (Refer this purpose

Appendix 2)

The acquisition of land and private properties shall be NGOs,carried out in accordance to the RAP and entitlement Collaborating

P 1.3 Framework for the project. It shall be ensured that all R&R Agencies,Land and activities be reasonably completed before the construction RAP and Before PIU, NHAI,Property activity starts, on any sub-section of project roads. Project Corridor of impact construction Grievance PIU, NHAI

requirement. ~~~~~starts RedressalAcquisition All grievances of the EPs will be reasonably redressed, in requirement.es

accordance to the RAP implementation mechanism Cells (GRC),suggested for the project. District Level

__________.__ __________________ ommittee___

Some of the mnitigation measures are preveniive in nature while some others include additional measures in terms of environmental conservation and involve physical and couistruction work.The contract Documents refer to the following:Ministry of Surface Transport, Roads Wing (MoST), Government of India. Specifications for Road and Bridge Works (Third Revision, 1995. Reprinted, 1998).

Unless otherwise stated, the Project Site covers area beyond the Corridor of Impact and/or the RoW, such as borrow areas, access roads, service roads and equipment storage sites (MoST: 306.3).Time frame refers to the duration or instant of time when the mitigation measures will be taken.Refer EIA Report of the project for required details on the various mitigation/management measures proposed.

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Environmental 4 Reference to Mitigation 1 ResponsibilityIrmpact/lssue tMitigation Measures the Contract Location costs Time Frame7 Implement Supervision

Documents ation

(DLC) DistrictRevenueauthorities

P 1.4 All utilities will be relocated with prior approval of the Before PIU, NHAI,Utility concerned agencies. Relocation will be reasonably Project Refer utility construction Construction PIURelocation complete before construction starts, on any sub-section of requirement. relocation drawings. starts. Agencies.

the project road.

All community utilities such as community sources of waterP-1 5 will be replaced at appropriate locations. List of community

Removal of The relocation of hand pumps at new locations shall be RAP utilities as hand Before Design PIUCommunity carried out in accordance to details provided in Drawing requirement. pumps, wells etc construction Consultants / PUtility No: T-8 or T-9 as applicable are provided in starts. PIU,NHAI

The replacement will be reasonably complete before Appendix 3construction starts.

Refer list of culturalP. 1.6: Local Community meetings will be held to discuss RAP and properties to be Before DesignRelocation of relocation aspects, siting of structures etc. Project relocated in construction Consultants/ PIU, NHAI

Property Relocation will be complete before construction starts. requirement. Appendix 7 starts. PIU,NHAI

Notice to be

P.1. 7 Advance notice, as per RAP shall be given to the served at leastClearance of encroachers. For squatters needing relocation all R&R RAP four months PIU, NHAIE ah activities will be undertaken. Entitlements, as per NHAI requirement. Within RoW, before Revenue PIUncroachmen Entitlement Framework the GTRP will be complete before scheduled . Authorities

squatters construction starts, on any sub-section of project roads. start ofconstruction.

:c.1,O . Can~structi:g $n,tge .. ........ ::.::-:-:

(a) Debris generated due to the dismantling of the existing MoST 202.3 Throughout Project During Contractor ENGINEER,

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1 | Reference to | Mitigation ResponsibilityEnvironmental 4 Reference to I I4 7I__

nvIronmentals Mitigation Measures the Contract LocationE costs Time Frame Implement Supervisionimpact/issue Documents5 ationSuevso

C 1.1 pavement structure shall be suitably reused in the proposed 202.5 Corridor. Construction PIU, NHAI.Generation of construction, subject to the suitability of the material and theDebris approval of the Engineer, as follows:

. The embankment fill materials shall be reused for MoST.the proposed embankment. 301.3.11

* The sub grade of the existing pavement shall be 305.2.2used as embankment fill material

. The existing base and sub-base shall be recycled .2.as sub-base of the new road

. The existing bitumen surface can be utilized for thepaving of cross roads, access roads, and pavingworks in construction sites and camps, temporarytraffic diversions, haulage routes etc.

(b) Unutilisable debris material shall be suitably disposedoff by the contractor, either for the filling up of borrow areas 201.4created for the project or at pre-designated dump locations,subject to the approval of the Engineer.

* For the utilization of the residual spoils as a borrowarea fill material, the contractor shall ensure that thefilled area is covered with a layer of preservedtopsoil as envisaged in C.1.2. of the EMP.

. At locations identified for dumping of residualbituminous wastes, the dumping shall be carried outover a 60mm thick layer of rammed clay so as toeliminate the possibility of the leaching of thewastes into the ground water. The contractor shallensure that the filled area is covered with a layer of

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Environmental 4 Reference to Mitigation ResponsibilityEnvironmental Mitigation Measures the Contract Location costs Time Frame7 Implement Supervision

Documents: ation

preserved topsoil as suggested in figure T-30.

(c) All arrangement for transportation during constructionincluding provision, maintenance, dismantling and clearingdebris, where necessary will be considered incidental to thework and should be planned and implemented by thecontractor as approved and directed by the Engineer.

d) Bentonite Slurry or similar debris generated from piledriving or other construction activities shall be disposedsuch that it does not flow into the surface water bodies orform mud puddles in the area, _______

(a) The topsoil from all areas of cutting and all areas to be

C.1.2 permanently covered shall be stripped to a specified depth MoST. 300Loss of Topsoil of 150mm and stored in stockpiles. . At least 10% of the 301.3.2

temporarily acquired area shall be earmarked for storingtop soil.

(b) The stockpile shall be designed such that the slope MoST Throughout Projectdoes not exceed 1:2 (vertical to horizontal), and the height 305 3 9 Corridor, whereof the pile be restricted to 2m. To retain soil and to allow . productive land ispercolation of water, the edges of the pile shall be acquired.protected by silt fencing as detailed out in typical detail T- Borrow areas During Contractor E NHAI17. identified for the

(c)Stockpiles will not be surcharged or otherwise loaded project areand multiple handling will be kept to a minimum to ensure MoST: presented inthat no compaction will occur. The stockpiles shall be 305.3.3 Appendix 1.covered with gunny bags or tarpaulin.

(d) It shall be ensured by the contractor that the topsoil willnot be unnecessarily trafficked either before stripping orwhen in stockpiles.

(e) Such stockpiled topsoil will be returned to cover the _ _ .-

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Environental 1 |Reference to Mitigation Responsibility

nvIronment/le Mitigation Measures4 the Contract LocationG costs Time FrameT Implement u

Impact/Issuie Documents 5 ation Supervision

disturbed area and cut slopes. Residual topsoil will be

distributed on adjoininglproximate barren/rocky areas as 301.7

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,

(a) Construction vehicle, machinery and equipment shall

C.1.3 move or be stationed in the designated area (RoW or Col,

Compaction of as applicable) only. While operating on temporarily Throughout Project

Soil acquired land for traffic detours, storage, material handling Corridor and all During Conttor Engineer,

or any other construction related or incidental activities, MoST areas temporarily Construction, PIU,NHAI.

topsoil from agricultural land will be preserved as 30522 2 acquired.

mentioned above.

(a)Arrangement for locating the source of supply of material

C. 1.4 for embankment and sub-grade as well as compliance to MoST:

Borrowing of environmental requirements in respect of excavation and 305.2.2.2

Earth borrow areas as stipulated, from time to time by the MoEFand the local bodies, as applicable, shall be the sole

responsibility of the contractor.

(b)No borrow area shall be opened without permission of At all borrow area

the Engineer. The borrowing shall not be carried out in MoST: locations suggested During Contractor. Engineer,

cultivable lands, unless and until, it shall be agreed upon by 305.2.2.2 for the project In Construction. 4PIU,NHAJ

the Engineer that there is no suitable uncultivable land in the PP

vicinity -for borrowing, or there are private land ownerswilling to allow borrowing on their fields.

(c)Borrowing of earth shall be carried out at locations

recommended in Appendix 2.

Non Cultivable lands Borrowing of earth will be carried_C CS

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out upto a depth of 1 0 m from the existing ground level.

Borrowing of earth shall not be done continuously in a

stretch. The slope of the edges shall be maintained not

steeper than 1:4. Ridges of not less than 8m width shall be

left at intervals not exceeding 300 m. Small drains shall be

cut through the ridges, if necessary, to facilitate drainage.

* Productive lands: Borrowing of earth shall not be carried

out on productive lands. However, in the event of borrowing

from productive lands or at the contractor has to obtain the

prior permission of the Engineer. At such locations, the

preservation of topsoil shall be carried out as envisaged in

C.1.2. 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 leveled, the borrowing shall be done

to a depth of not more than 1 m or upto the level of

surrounding fields.

Borrow Areas near Settlements : Borrow pit location shall

be located at least 0.8 km from villages and settlements. If

unavoidable, they should not be dug for more than 30 cm

and should be drained.

(d) The Contractor shall facilitate inspection of all borrow

areas by the PIU, NHAI and satisfy the Engineer of the

environmental compliance. Any non-compliance shall be

made good by the Contractor at his own cost.

a) Borrow pits shall not be dug continuously in a stretch.

C.1.5 The location, shape and size of the designated borrow MoST: All borrow areas. During Contractor Engineer,

Degradation of areas shall be as approved by the Engineer and in 305.2.2.2 Construction PIU,NHAI.

Borrow Areas accordance to the IRC recommended practice for borrow ___ NLea Associates

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Borrow Areas i pits for road embankments.

b) Borrow pits shall be re-developed at such borrowlocations, spoils shall be dumped with an overlay ofstockpiled topsoil (as per the clauses of the EMP), in MoST: 111.1

accordance with compliance requirements with respect toMoEF/UPSPCB guidelines. Redevelopment of borrow areasshall be taken up in accordance with the plans approved bythe Engineer's environmental specialist.

a) On road embankment slopes, slopes of all cut, fill etc.,

C.1.6 shrubs and grass will be planted. On sections with high Design

Soil Erosion filling and deep cutting the side slopes will be graded and requirementcovered with bushes and grass, etc., as per specificationsfor stone pitching, grass and shrub given in the BidDocuments.

b) In borrow pits, the depth of the pits shall be so regulatedthat the sides of the excavation will have a slope not steeper MoST:than 1 vertical to 4 horizontal, from the edge of the final 305.2.2.2 Throughout Projectsection of bank. Corridor,

c) Along sections abutting water bodies, stone pitching all borrow areas, During Cotrt Engineer,

needs to be carried out for slopes between lvertical: 4 service roads and Construction. ontractor. PIU,NHAI.

horizontal to 1 vertical to 2 horizontal as per typical details MoST: 306 equipment storageprovided in figure T-35.Gabion structures shall be provided sites, etc.for slopes steeper than 1 vertical to 2 horizontal, as pertypical details provided in Figure T-16.

.d) The work shall consist of measures as per design, or asdirected by the Engineer to control soil erosion,sedimentation and water pollution, through use of berms,dikes, sediment basins, fiber mats, mulches, grasses, slopedrains and other devices. All temporary sedimentation,pollution control works and maintenance thereof will be

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Environmental Management Plan - Package (AGrand Trunk RDad Project

Environmental Mitigation Reference to | | Mitigation 1 Responsibility

Impact/Issue t Mitigation Measures4 the Contract Location costs Time Frame Implement SDocuments5 ation Supervision

deemed as incidental to the earth work or other items ofwork and as such no separate payment will be made forthem.

~~~~~~_ __ ___ __ __ _ _ _ _ _ _ . ____ __ _ __ __ __ __ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _

a) Vehicle/machinery and equipment operation,C. 17 maintenance and refueling shall be carried out in such aContamination fashion that spillage of fuels and lubricants does notof Soil by Fuel contaminate the ground. An "oil interceptor" will be providedand Lubricants for wash down and refueling areas. Refer figure T-26 for

typical design details of the oil interceptors to be provided.Fuel storage shall be in proper bunded areas. All spills and Throughout Projectcollected petroleum products shall be disposed off in Corridor,accordance with MoEF and UPSPCB guidelines. all access roads, During Contractor. Engineer,

b) Fuel storage and refilling areas shall be located at least sites temporarily Construction. PIU,NHAI.300m from all cross drainage structures and important water acquired and allbodies or as directed by the Engineer. borrow areas.c) In all fuel storage and refueling areas if located onagricultural land or areas supporting vegetation, the topsoilshall be stripped, stockpiled and returned after cessation ofsuch storage and refueling activities as per EMP clause no.C. 1.2

a) All spoils shall be disposed off in the manner as specifiedC.1.8 in EMP. Spoil from excavation of riverbed shall be managed Throughout ProjectContamination and disposed off as directed by the Engineer. No new Corridor,of Soil by disposal site shall be created as part of the project, which isConstruction not treated as per EMP clause C. 1. 1, except with prior and ail access roads, During Contractor Engineer,Wastes & their express approval of the Engineer in the course of the sites temporarily Construction PIUNHAI.

dipoa pojc. acquired and alldisposal project.borwaes

b) All waste material shall be completely disposed as MoST: 201.2desired and the site shall be fully cleaned before handing

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Environmental Management Plan - Package / AGrand Trunk Road Project

Environmental Reference to Mitigation Responsibilitynmpac ntalssue Mitigation Measures the Contract Location6 costs Time Frame7 Implement i

.mpact/Issue Documents5 ation Supervision

over. The Engineer will certify in this regard.

c) All temporary acquired land shall be dealt in the manner

as laid out in the EMP if dumping of waste is envisaged. Any MoST:

claim, arising out of waste disposal shall be resolved by the 301.3.11

contractor at his cost.

The Contractor shall obtain materials from quarries only

C. 1. 9 after consent of the DoF or other concerned authorities and During

Quarry only after development of a comprehensive quarry' All quarries to be licensing and

Operations redevelopment plan, as per the Uttar Pradesh Mining MoST: 111.3 used in the project during Contractor Engineer,Rules. Alternatively the Contractor shall acquire the in Appendix 2 operation of PIU,NHAI.

required material from quarries licensed by the UPSPCB. the quarries

The quarry operations shall be undertaken within the rules for the project

and regulations in force.

a) Filling of surface water bodies shall be compensated by

C.1. 10 digging an equal volume of soil for water storage. Such dug- Design

Loss of Water up soil shall be used for spreading as topsoil. requirement.

Bodies b) Wherever digging is undertaken, the banks shall be

protected by means as designed or as approved by the

Engineer. The excavation shall be carried out in a manner All water body Whenever

so that the side slopes are no steeper than 1 vertical to 4 MoST: locted are encountered Contractor Engineer,

horizontal, otherwise slope protection work shall be 305.4.1 presented in during PIU,NHAI

provided, as approved by the Engineer and specified by Appendix 5. construction

EMP clause C.1.6.

(c) As far as practicable, and as approved by the Engineer

excavation for replacement of water bodies shall be at the

closest possible place/location, with respect to the original

water body or part thereof consumed by filling. ____

a) Any source of water (potable or otherwise) for the Throughout Project Whenever C Engineer,

Cl1 1 Loss community such as wells, tube-well, etc., incidentally lost RAP Corridor, encountered ontractor PIU,NHAI.

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of Other Water shall be replaced immediately The location and siting of the requirement. all access roads, during

Sources replaced source of water shall be as per design, or as MoST: 110.7 sites temporarily construction

directed by the Engineer. In general, there should be only acquired and all

lateral displacement (of the new site from the old). borrow areas.

b) Execution of enhancement measures at water bodylocations identified for enhancement shall be completed inaccordance to the individual drawings and specified looked MoST 301.5

out for those locations. Refer Appendix 3 for the list ofsurface waterbodies that are to be enhanced. Theenhancement measures to be carried out at each of theseidentified locations are presented in figures 3, 5,7,8

c) The replacement shall be ready prior to demolition/dismantling of the existing source. This sub-clause coversthe identified sources of water in the pre-construction stage.

The relocation of the handpumps shall be carried out as

detailed in the typical design drawings presented in fig. T-8

or T-9 as applicableProper mitigation measures as detailed in fig. T-22 or T-23shall be carried out at the various wells locations identified.

Refer Appendix 4 for the list of wells where mitigationmeasures need to be provided.

(d) For drains carrying run-off from the highways entering,into surface water bodies/channels, with a fall exceeding 1.5

m proper cascading shall be carried out as per the detailsprovided in figure T-5. Sedimentation traps shall be providedat drains location entering into the water bodies as per

details in fig. T-4.

a) In addition to the design requirements, the contractor Throughout project During Engineer,

C.1.12 shall take all desired measures as directed by the Engineer MoST. corridor, all access Construction Contractor PIU,NHAI.

Floodinqg_ such measures to prevent temporary or permanent flooding roads, sites and thez7a

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Environmental Reference to | ' Mitigation Responsibilityimpact/issue Mitigation Measures4 the Contract Locations costs Time Frame7 Implement Supervision

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Flooding of the site or any adjacent area 305.3.7 temporarily Defectsb) The scope for prevention of flooding includes prevention acquired and all Liabilityof loss of use, loss of access of any land or property thereon 305.3.2 borrow areas. Period.resulting from flowing or stagnant water as direct/ indirectimpact of construction.

a) Silt fencing will be provided at the base of theC. 1.13 Siltation embankment for the entire perimeter of any water body MoST:306 Throughout Projectinto Water (including wells) as per detail in drawing T-17. Cdrridout accessBodies b) Siltation of soil into the water bodies will be prevented as orridor, all accessDEngineer,

far as possible. The contractor will take all reasonable temporarily Construction. Contractor. PIUNHAi.measures as per EMP Clause C.1.6 acquired and allc) Construction materials containing fine particles shall be MoST: 306 borrow areas.stored in an enclosure such that sediment laden water doesnot drain into nearby watercourses.

C.1.14 Torrent a) No tree or vegetation other than those designated for MoST: Throughout ProjectRun-off felling will be cut. 201.2. Corridor, all access

b) The contractor shall take all necessary precautions and roads, sites During Contractor. Engineer,construct temporary/permanent (as per C.1.6 or C.1.13) MoST: temporarily Construction. PIU,NHAI.devices to prevent water pollution (due to silltation and . acquired and allincrease of turbidity). 306.2& 4 borrow areas.

a) In sections along water courses, and close to cross-C.1.15 drainage channels, earth, stone or any other constructionAlteration of materials or appendage shall be properly disposed off so as MoST: Throughout ProjectDrainage not to block.the flow of water. 305.3.7 Cordor, allst During Engineera

b) All necessary measures shall be taken to prevent . temporarily Construction. Contractor. PIU,NHAI.earthwork, stonework, materials and appendage as well as acquired and allthe method of operation from impeding cross-drainage at MoST: 306 borrow areas.rivers, streams, water canals and existing irrigation anddrainage systems.

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C. 1 16 Retention ponds, surface water bodies will be created as DeinA.e riaeDrn nierGround Water per drainage design Tree and vegetation plantation will be D en Asign. Construction. Contractor. PIU,NHAi.Depletion conserved and additionally planted as per design.

C. 117 MoST: 111.4 Entire Project Site.Increased Retention work will be taken up on the roadside drainage During Engineer,Run-off channels as per the roadside drainage design. A e Construction. Contractor. PIU,NHAI.

As per DrainageDesign Design.requirement.

a) All measures will be taken to prevent the wastewaterC.1.18 produced in construction from entering directly into streams, MoST: 306Contamination water bodies or the irrigation system, as directed byof Water from Engineer. MoST: Throughout ProjectConstruction b) Construction work close to the streams or water bodies 111.4 Corridor,Wastes shall be avoided during monsoon and measures as per all access roads, During Contractor Engineer,

EMP clause C.1.13 will be taken. sites temporarily Construction PIU,NHAI.c) The discharge standards promulgated under the acquired and allEnvironmental Protection Act, 1986 shall be strictly adhered MoST: 111.1 borrow areas.to. All waste arising from the project is to be disposed off ina manner that is acceptable to the Uttar Pradesh StatePollution Control Board (UPSPCB) and the Engineer.

(a) The work shall be carried out in such a manner that MoST: 111.4C. 1. 19 pollution of. natural watercourses, ponds, tanks and . Throughout ProjectContamination reservoirs is avoided. roads, sites During Engineer,from Fuel and (b) Vehicle, machinery & equipment maintenance and temporarily Construction Contractor PIU,NHAI.Lubricants refuelling shall be done in a manner as specified in EMP acquired and all

clause C.1.7 to prevent pollution of water. borrow areas.At construction vehicle parking locations and at

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Environmenta/ Management Plan - Package I AGrand Trunk Road Project

| Reference to 1 Mitigation ResponsibilityEnvironmental ~~~~~~~~4 Refeenceto

nvIroenpctals Mitigation Measures the Contract Location6 costs Time Frame Implement S vImnpact/Issue Documentss ation Supervision

fuel/lubricant storage sites, oil and grease traps shall be MoST: 111-1provided to prevent the contamination of the soil andnearby water courses, as per designs annexed in fig. T-26.

(c) Waste products must be collected, stored and taken toapproved disposal sites in compliance of UPSPCBguidelines or any other rplevant laws, and to the entiresatisfaction of the Engineei_

(a) Construction labourers' camps shall be located at least

C.1.20 200m away from the nearest habitation based on theSanitation and conceptual plan provided in T-29 and details of which shallwaste disposal be approved by the Engineer.in construction (b) The sewage system for a construction labourer's campcamps shall be properly designed, built and operated so that no

pollution to ground or adjacent water bodies/ watercoursestakes place. Compliance with the relevant legislation shallbe strictly adhered to. Garbage bins shall be provided in All Constructionthe camps and regularly emptied and the garbage disposed Worker's Camps Duringoff in a hygienic manner, to the satisfaction of the relevant including areas in Establishment, Engineer,

norms and the Engineer. immediate vicinity. Operation and Contractor. PIU,NHAI.

(c) In connection with underground water resources, Dismantling ofincluding percolating water, the contractor shall take all Such Camps.necessary precaution to prevent interference with suchwater resources.

(d) All relevant provisions of the Factories Act, 1948 and MoST: 111.1the Building and other Construction Workers (regulation ofEmployment and Conditions of Service) Act, 1996 shall beadhered to.

(e) Unless otherwise arranged by the local sanitaryauthority, arrangements for proper disposal of excreta byComposting at the workplace suitably approved by the local

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Environmental Management Plan - PacAage I AGrand Trunk Road Project

Er|vironmentl |Reference to Mitigation ResponsibilityEnvironmental ~~~~~~~~~4 Me7 -__Mitigation Measures the Contract Locationr costs Time Frame Implement S v

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medical health or municipal authorities or as per directedby Engineer, shall be made.

(a) The contractor will minimise wastage of water in theC 1.21 Wastage construction process/operations. Throughout Projectof (b) The Contractor shall arrange for supply and storage of Corridor, all accessWater water and no such supply and storage will be provided by roads, sites During Engineer,

the PIU, NHAI. The Contractor shall not open a new temporarily Construction. Contractor. PIU,NHAI.borewell or extract new groundwater without permission acquired and allfrom the UP Ground Water Board. The Contractor may, borrow areas.however, use any existing borewell or any other source ofwater supply subject to necessary or relevant arrangement.

(a) The Contractor shall be responsible for arrangingC. 1.22 adequate supply of water for the whole construction period.Disruption to (b) While working across or close to perennial waterother Users of bodies, the Contractor shall not prevent the flow of water. IfWater for any bridgework, etc., closure of flow is required, the RAP Throughout Project

Contractor shall seek approval of the Engineer. The requirement. Corridor, all accessEngineer will have the right to ask the Contractor to serve roads, sitesnotice on the downstream users of water sufficiently in temporarilyadvance. acquired and all During Contractor Engineer,(c) Construction over and close to the non-perennial borrow areas as Construction PIU,NHAI.streams shall be undertaken in the dry session. well as theConstruction over the irrigation canals, if disruption to the immediateflow, quality of water and adverse impact on the irrigation surroundings ofstructure is expected (or probable in the view of the . these areas.Engineerl, will be undertaken at the obtaining necessarypermission from the Department of Irrigation.(d) Construction work expected to disrupt users andimpacting community water bodies will be taken up after

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| | Reference to | 0 Mitigation Responsibility

impact/Issue Mitigation Measures4 the Contract Location6 costs Time Frame7 Implement _ _Documentss ation

serving notice on the local community.

(e) The Contractor may use the natural sources of watersubject to the provision that any claim arising out ofconflicts with other users of the said natural sources ofwater shall be dealt with entirely by the contractor.

(a) All vehicles delivering materials to the site shall be MoST: 111.9

C.1.23 covered to avoid spillage of materials.

Generation of (b) The Contractor shall take every precaution to reduce MoST: 111.5Dust the level of dust emission from the hot mix plants and the

batching plants up to the satisfaction of the Engineer.

(c) All existing highways and roads used by vehicles of the MoST: 111.9contractor, or any of his sub-contractor or supplies ofmaterials or plant and similarly roads which are part of theworks shall be kept clean and clear of all dust/mud or otherextraneous materials dropped by such vehicles or their Throughout Projecttyres. Corridor, all access

(d) Clearance shall be effected immediately by manual MoST roads, sites During Contrto Engineer,sweeping and removal of debris, or, if so directed by the 111.10 temporarily Construction PIUNHAI.Engineer, by mechanical sweeping and clearing acquired and allequipment, and all dust, mud and other debris shall be borrow areas.removed completely. Additionally, if so directed by theEngineer, the road surfaces shall be hosed or wateredusing necessary equipment.

(e) Plants, machinery and equipment shall be so handled(including dismantling) as to minimise generation dust. MoST: 118.1

(f) All earthwork shall be protected in a manner acceptableto the Engineer to minimise generation of dust.

(g) The hot-mix plants shall be fitted with dust extraction MoST: 111.5units in order that the exhausts comply with the

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Environmental 4 Reference to 1 Mitigation Responsibility

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requirements of the relevant current emission controllegislation.

(a) Hot mix plants and batching plants shall be located

C 1.24 sufficiently away from habitation, agricultural operations or

Emission from industrial establishments. Where possible such plants will

Hot-Mix Plants be located at least 1000m away from the nearest MoST 111.5 During

and Batching habitation. Erection

Plants (b) The exhaust gases shall comply with the requirements All Hot-mix and Cginof the relevant current emission control legislation. All Batching Plants. Operation and Contractor. Engin

operations at plants shall be undertaken in accordance withall current rules and regulations protecting the environment. MoST: 111.5 Dismantling of

(c) The monitoring of the pollutants shall be carried out bythe agency identified for Environmental Monitoring asdetailed in the Environmental Monitoring Plan for the

project.

(a) Construction labourers' camps shall be located at least

C.1.25 Odour 200m away from the nearest habitation to avoid conflicts

from and stress over the infrastructure facilities, with the local

Construction community. All Construction During

labourer's (b) The waste disposal and sewage system for the camp Labourers' Camps Establishment, Engineer,

camps shall be properly designed, built and operated so that no and immediate Dismantling of PIUNHAI.

odour is generated. Relevant provisions the Factories Act, surrounding areas Such Camps.

the Building and other Construction Workers (regulation ofEmployment and Conditions of Service) Act, 1996 and allother relevant legislation shall be strictly adhered to.

(a) The discharge standards promulgated under the Throughout Project

C. 1.26 Environment Protection Act, 1986 shall be strictly adhered Corridor, all access During Engineer,

Emission from to. All vehicles, equipment and machinery used for roads, sites Construction. Contractor PIU,NHAI.

Construction construction shall conform to the relevant Bureau of Indian temporarily

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Environmental Management P/an - Package I AGrand Trunk Road Project

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Vehicles, Standard (BIS) norms acquired and allEquipment and (b) All vehicles, equipment and machinery used for borrow areas.Machinery construction shall be regularly maintained to ensure that

pollution emission levels comply with the relevant. requirements of UPSPCB and the Engineer.

(a) All crushers used in construction shall conform toC.1.27 Pollution relevant dust emission control as legislated. Clearance forfrom Crusher siting shall be obtained from the UPSPCB. Alternatively,

only crushers already licensed by the UPSPCB shall be Duringused. Erection,

(b) Dust screening vegetation will be planted on the edge of All Aggregate Testing, Contractor Engineer,the RoW for all existing roadside crushers. Design Crushing Plants. Operation and . PIUNHAI.(c) The suspended particulate matter contribution value at requirement. Dismantling ofa distance of 40m from a controlled isolated as well as from . Such plants.a unit located in a cluster should be less than 600pg/m3.The monitoring is to be conducted is envisaged in themonitoring plan.

(a) The plants and equipment used in constructionC.1.28 Noise (including the aggregate crushing plant) shall strictlyfrom Vehicles, conform to the Gol noise standards.Plants and (b) All vehicles and equipment used in construction shall be Throughout ProjectEquipment. fitted with exhaust silencers. During routine servicing Corridor, all access

operations, the effectiveness of exhaust silencers shall be roads, sites During Ctt Engineer,checked and if found to be defective shall be replaced. temporarily Construction. PIUNHAI.Notwithstanding any other conditions of contract, noise acquired and alllevel from any item of plant(s) must comply with the borrow areas.relevant legislation for levels of sound emission. Non- MoST: 111.1compliant plant shall be removed from site.(c) Noise limits for construction equipment used in this

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_Enviroiinental s |Reference to 1 Mitigation Responsibility4 67

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project (measured at one metre from the edge of theequipment in free field) such as compactors, rollers, frontloaders, concrete mixers, cranes (moveable), vibrators andsaws shall not exceed 75 dB(A), as specified in theEnvironment (Protection) Rules, 1986.

(d) Maintenance of vehicles, equipment and machineryshall be regular and proper, to the satisfaction of theEngineer, to keep noise from these at a minimum.

(e) Workers in vicinity of loud noise, and workers workingwith or in crushing, compaction, batching or concretemixing operations shall wear earplugs. MoST: 111.6

(a) Blasting shall be carried out only with permission of the

C.1.29 Noise Engineer. All the statutory laws, regulations, rules etc.,

from Blasting or pertaining to acquisition, transport, storage, handling and

Pre-splitting use of explosives shall be strictly followed. MoST: 302.1 During

Operations (b) Blasting shall be carried out during fixed hours(preferably during mid-day), as permitted by the Engineer. All Blasting and Operation, Engineer,

The timing should be made known to all the people within Pre-splitting Sites. Closure or PIUNHAI.

500m (200m for pre-splitting) from the blasting site in all Such Sites.

directions. People, except those who actually light the fuse MoST: 302.4shall be excluded from the area of 200m (50m for pre-splitting) from the blasting site in all directions at least 10minutes before the blasting.

(a) All works shall be carried out in such a fashion that the During Contractor Engineer,

C.1.30 Loss or damage or disruption to the flora is minimum. Trees or Most: 201.2 Entire Project Site. Construction . PIU,NHAI.

Damage of shrubs will only be felled or removed that impinge directly As encountered

Vegetation on the permanent works or necessary temporary works During Construction Engineer,

with prior approval from the Engineer. Design During PIU,NHAI

(b) The Engineer shall approve such felling on the advice of requirement. As decided by the Construction PIU,NHAI.

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the PIU, NHAI, and only when the PIU, NHAI receives a DoF, DoF.

'clearance" for such felling from the DoF, as applicable. As per DoF

(c) Trees felled shall be replaced as per the compensatory Existing PIU,NHAI.

afforestation criteria in accordance with the Forests Programmes.

(Conservation) Act, 1980. From start 100 Rs

(d) In the Taj Trapezium area 2 trees will be planted for of corridor tokm. Contractor DoF, PIU,

each tree felled. 206 NHAI

C. 1.31 Disruption to vegetation shall be minimised and the

Compaction o contractor shall ensure that the construction vehicle, . . . During Engineer,

Vegetation machinery and equipment shall move or be stationed in the EnreConstruction PIU, NHAI

Vegetation designated area (RoW COI, as applicable) only.

C. 1. 32 During construction, at any point of time, if a rare/C.1.D a threatened/endangered flora species is found, it shall be

Damage or conserved in a suitable manner. The Engineer, on specific Throughout Project During Contractor, PIU NHAI.

Loss of Chance- advice from the PIU, NHAI shall approve detailed Area. Construction Engineer.

found Important conservation processes, plans and designs as well as

Flora associated modification in the project design.

C.1.33 All works are to be carried out in such a fashion that the All along the Project

Loss, Damage damage and disruption to fauna is minimum. 1111 corrdor, all access During

or Disruption to (b) Construction workers shall be instructed to protect temporarily Construction. Contractor. Engineer,

Fauna. natural resources and fauna, including wild animals and acquired & all PIU,NHAI.

aquatic life. Hunting and unauthorised fishing are borrow areas.

prohibited. ._.

C 1.34 During construction, at any point of time, if a rare/

Damage or endangered / threatened fauna species is spotted, the Entire Project Site. During Contractor, PIU NHAI.

Loss of Chance- contractor shall make all arrangements intimate the wild life Construction. Engineer

found Important authorities and measures will be taken as for its

25

Environmental Management Plan - Package I AGrand rrunk Road Project

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Fauna conservation during the operation period also.

(a) The Contractor shall provide safe and convenient

C. 1.35 passage for vehicles, pedestrians and livestock to and fromLoss of Access side roads and property accesses connecting the project MoST: 112

road. Work that affects the use of side roads and existingaccesses shall not be undertaken without providingadequate provisions to the prior satisfaction of the All along the Project During Contractor Engineer,

Engineer. corridor. Construction PIU,NHAI.

(b) The works shall not interfere unnecessarily orimproperly with the convenience of public or the access to,use and occupation of public or private roads, railways andany other access footpaths to or of properties whetherpublic or private.

(a) Detailed Traffic Control Plans shall be prepared and

C.1.36 submitted to the Engineer for approval 5 days prior to MoST: 112.1

Traffic Delays commencement of works on any section of road. The trafficand Congestion control plans shall contain details of temporary diversions,

details of arrangements for construction under traffic anddetails of traffic arrangement after cessation of work eachday.(b) Temporary diversion (including scheme of temporary All along the Project During Contractor Engineer.

land acquisition) will be constructed with the approval of the Corridor. Construction

Engineer. While approving temporary diversion MoST: 112.1

construction, the Engineer will seek endorsement from thePIU, NHAI.(c) Special consideration shall be given in the preparation MoST: 112.1

of the traffic control plan to the safety of pedestrians andworkers at night.(d) The Contractor shall ensure that the running surface is MoST: 112.2

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Environmnental Referenceto Mitigation Responsibility

Impact/lssue Mitigation Measures the Contract Location6 costs Time Frame Implement SDocuments

5 ation Supervision

always properly maintained, particularly during themonsoon so that no disruption to the traffic flow occurs.

(e) The temporary traffic detours shall be kept free of dust MoST: 112.5by frequent application of water, if necessary.

(a) The Contractor shall take all necessary measures for

C.1.37 the safety of traffic during construction and provide, erectTraffic Control and maintain such barricades, including signs, markings,and Safety flags, lights and flagmen as may be required by the MoST: 112.4

Engineer for the information and protection of traffic . .

approaching or passing through the section of the highway Entre Project Durng Contractor Engineer

under improvement. corridor. Construction

(b) All signs, barricades, pavement markings shall be as MoST: 112.1per the MoST specification. Before taking up constructionon any section of the highway, a traffic control plan shall bedevised to the satisfaction of the Engineer.

The Contractor is required to comply with all the

C.1.38 precautions as required for the safety of the workmen as

Risk from per the International Labour Organisation (ILO) ConventionOperations No. 62 as far as those are applicable to this contract. The

contractor shall supply all necessary safety appliances . During

such as safety goggles, helmets, masks, etc., to the Entire Project site. Construction Contractor Engineer.

workers and staff. The contractor has to comply with allregulation regarding safe scaffolding, ladders, workingplatforms, gangway, stairwells, excavations, trenches andsafe means of entry and egress.

Adequate precautions will be taken to prevent danger fromC.1.39 electrical equipment. No material or any of the sites will be During

Risk from so stacked or placed as to cause danger or inconvenience MoST: 106 Entire Project site. Construction Contractor Engineer.

Electrical to any person or the public. All necessary fencing and lights __ _ _________

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Environmental . 1 Reference to | Mitigation 1 Responsibility

Environmental Mitigation Measures the Contract Location costs Time Frame m etr ion

Impact/Issue Documentss ation Supervision

Equipment will be provided to protect the public. All machines to be

used in the construction will conform to the relevant Indian

Standards (IS) codes, will be free from patent defect, will

be kept in good working order, will be regularly inspected

and properly maintained as per IS provisions and to the

satisfaction of the Engineer.

(a) All workers employed on mixing asphaltic material,

C.1.40 cement, lime mortars, concrete etc., will be provided with

Risk at protective footwear and protective goggles. Workers, who MoST: 111.1

Hazardous are engaged in welding works would be provided with

Activity welder's protective eye-shields. Stone-breakers will beprovided with protective goggles and clothing and will be

seated at sufficiently safe intervals.

(b) The use of any herbicide or other toxic chemical shall

be strictly in accordance with the manufacturer's Entire Project site. During Contractor Engineer,

instructions. The Engineer shall be given at least 6 working . Construction PIU,NHAI.

days notice of the proposed use of any herbicide or toxic

chemical. A register of all herbicides and other toxic

chemicals delivered to the site shall be kept and

maintained up to date by the Contractor. The register shall

include the trade name, physical properties and

characteristics, chemical ingredients, health and safety

hazard information, safe handling and storage procedures,

and emergency and first aid procedures for the product.

No man below the age of 18 years and no woman shall be

C.1.41 employed on the work of painting with products containing

Risk of Lead lead in any form. No paint containing lead or lead products Entire Project site During Contractor Engineer,

Pollution will be used except in the form of paste or readymade MoST: 111.1 Construction PIU,NHAI.

paint. Face masks will be supplied for use by the workers

when paint is applied in the form of spray or a surface __.__ __L

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E Reference to Mitigation ResponsibilityEnvironmental S47

Mitigation Measures the Contract Location6 costs Time Frame Implement

Documents ation

having lead paint dry rubbed and scrapped. .

All reasonable precaution will be taken to prevent danger of

C.1.42 the workers and the public from fire, flood, drowning, etc. Engineer,

Risk caused by All necessary steps will be taken for prompt first aid Entire Project site During Contractor PEUgNHAIe

Force' Majure treatment of all injuries likely to be sustained during the Construction

course of work.

(a) Except as may be provided in the contract or ordered or

C. 1.43 authorised by the Engineer, the Contractor shall not use

Risk from explosives. Where the use of explosives is so provided or

Explosives ordered or authorised, the Contractor shall comply with therequirements of the following Sub-Clauses of this Clausebesides the law of the land as applicable:

(b) The Contractor shall at all times take every possibleprecaution and shall comply with appropriate laws andregulations relating to the importation, handling, All blasting and Pre- During Contractor Engineer

transportation, storage and use of explosives and shall, at splitting Sites. Construction

all times when engaged in blasting operations, post MoST: 302.4

sufficient warning flagmen, to the full satisfaction of the

Engineer.(c) The Contractor shall at all times make full liaison withand inform well in advance and obtain such permission asis required from all Government Authorities, public bodiesand private parties whatsoever concerned or affected orlikely to be concerned or affected by blasting operations.

The Contractor shall, at his own expense, conform to all

C.1.44 anti-malarial instructions given to him by the Engineer, Entire Project site. During Contractor. Engineer,

Malarial risk including filling up any borrow pits which may have been Construction PIU,NHAI.

dug by him.

(a) At every workplace, a readily available first aid unit Entire Project site. During Contractor Engineer,

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Environmental Managernent Plan - Package I AGrand Trunk Road Project

Environmental 4 Reference to f Mitigation 1 Responsibility

lmpact/lssue Mitigation Measures the Contract Location6 costs Time Frame ImplementDocuments ation Supervision

C 1 45 including an adequate supply of sterilised dressing material MoST Construction PIU,NHAI.

First Aid and appliances will be provided as per the Factory Rules of 1207.6

Uttar Pradesh.(b) Workplaces remote and far away from regular hospitalswill have indoor heath units with one bed for every 250workers. Suitable transport will be provided to facilitate take

injured or ill person(s) to the nearest applicable hospital. Atevery workplace an containing the prescribed equipmentand nursing staff shall be provided as prescribed.

(a) In every workplace at suitable and easily accessible

C. 1.46 places a sufficient supply of cold potable water (as per IS)

Potable Water will be provided and maintained. If the drinking water isobtained from an intermittent public water supply then,storage tanks will be provided.

(b) All water supply storage shall be at a distance of notless than 15m from any latrine, drain or other source of

pollution. Where water has to be drawn from an existing E P . During Engineer,

well, which is within such proximity of any latrine, drain or Enbre Project site Construction Contractor PIU,NHAI.

any other source of pollution, the well shall be properlychlorinated before water is drawn from it for drinking.

(c) All such wells shall be entirely closed in and be providedwith a trap door, which shall be dust proof and waterproof.A reliable pump shall be fitted to each covered well. Thetrap door shall be kept locked and opened only for cleaningor inspection, which shall be done at least once a month.

(a) The Contractor during the progress of work will provide,

C.1.47 erect and maintain necessary (temporary) living All Construction During Contractor Engineer,

Hygiene accommodation and ancillary facilities for labour to Labourers' Camps Construction PIU,NHAI.

standards and scales approved by the resident Engineer.

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Environmental Mitigation Reference to Mitigation ResponsibilityImpact/Issue Mitigation Measures the Contract Location costs Time Frame Implement S

Documents > ation Supervision

(b) There shall be provided within the precincts of everyworkplace, latrines and urinals in an accessible place, andthe accommodation, separately for each for these, as perstandards set by the Building and other ConstructionWorkers (regulation of Employment and Conditions ofService) Act, 1996. Except in workplaces provided withwater-flushed latrines connected with a water bornesewage system, all latrines shall be provided with dry-earthsystem (receptacles) which shall be cleaned at least fourtimes daily and at least twice during working hours andkept in a strict sanitary condition. Receptacles shall betarred inside and outside at least once a year. If women areemployed, separate latrines and urinals, screened fromthose for men (and marked in the vernacular) shallprovided. There shall be adequate supply of water, close tolatrines and urinals.(c) All temporary accommodation must be constructed andmaintained in such a fashion that uncontaminated water isavailable for drinking, cooking and washing. The sewagesystem for the camp must be properly designed, built andoperated so that no health hazard occurs and no pollutionto the air, ground or adjacent watercourses takes place.Compliance with the relevant legislation must be strictlyadhered to. Garbage bins must be provided in the campand regularly emptied and the garbage disposed off in ahygienic manner. Construction camps are to be sited awayfrom vulnerable people and adequate health care is to beprovided for the work force.(d) Unless otherwise arranged for by the local sanitaryauthority, arrangement for proper disposal of excreta by

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En |Reference to | 1 Mitigation Responsibility

Impact/rssue Mitigation Measures4 the Contract Location6 costs Time Frame7 I plement

Documents5 atIon Supervision

incineration at the workplace shall be made by means of a

suitable incinerator approved by the local medical health or

municipal authorities. Alternatively, exoreta may bedisposed off by putting a layer of night soils at the bottom of

a permanent tank prepared for the purpose and covering itwith 15 cm layer of waste or refuse and then covering it

with a layer of earth for a fortnight (by then it will turn intomanure).(e) On completion of the works, all such temporarystructures shall be cleared away, all rubbish burnt, excretaor other disposal pits or trenches filled in and effectivelysealed off and the outline site left clean and tidy, at the

Contractor's expense, to the entire satisfaction of the

Engineer.

(a) All necessary and adequate care shall be taken to

C.1.48 minimize impact on cultural properties (which includesProtection/Mitig cultural sites and remains, places of worship including MoST: 201.2 During

ation of temples, mosques, churches and shrines, etc., graveyards,

Religious monuments and any other important structures as identified Entire Project site. Construction Contractor Engineer,

Structures and during design and all properties/sites/remains notified

Shrines under the Ancient Sites and Remains Act). No work shallspillover to these properties, premises and precincts.

(b) All conservation and protection measures will be taken Design

up as per design. Access to such properties from the road requirement

shall be maintained clear and clean.

(a) All fossils, coins, articles of value of antiquity and

C.1.49 structures and other remains or things of geological or

Chance found archaeological interest discovered on the site shall be the Entire Project site. Dung Contractor ,NHAI

Archaeological property of the Government, and shall be dealt with as perproperty provisions of the relevant legislation.

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Environmental Management Plan - Package / A______ _ .GrandTnunkRoadProject

E | Reference to [ Mitigation 1 ResponsibilityEnvironmental Mitigation Measures4 the Contract Location6 costs Time Frame7 Implement 7

Impact/issue Documents5 ation Supervision

property (b) The contractor shall take reasonable precaution toprevent his workmen or any other persons from removingand damaging any such article or thing and shall,immediately upon discovery thereof and before removalacquaint the Engineer of such discovery and carry out theEngineer's instructions for dealing with the same, awaitingwhich all work shall be stopped 100m all directions from thesite of discovery.(c) The Engineer shall seek direction from theArchaeological Society of India (ASI) before instructing theContractor to recommence work on the site.

Road landscape plantation, re-vegetation of road

C.1.50 embankments and other slopes, edge treatment of water Design Entire Projectbodies shall be taken up as per either detailed requirement Corridor, as per the During Cotrt Engineer,

Roadside LANDSCAPE DESIGNS, PLANS PREPARED FOR THE landscape plan Construction ontractor PIU,NHAI.

Landscape PROJECT. (figure xo to fig xxx detail the landscape plans prepared

prepared). _

Entire ProjectProvision, replacement, restoration of bus shelters inclusive Design Corridor, as

C.1.51 of bus bays complete with seating arrangement, requirement envisaged in the During Engineer,

Roadside infrastructure, etc., if any, as per designs. 201.2 DPR. Typical Construction Contractor PIU,NHAi.

Amenities The design layout drawings and specifications of the designs of roadside

various roadside amenities are provided in fig. X to xx. amenities areprovided in the DPR

(a) Road furnitUre including footpaths, railings, storm water Entire Project

C.1.52 drains, crash barrier, traffic signs, speed zone signs, DesiCgn Critrr PectnAi

Road Furniture pavement markers and any other such items will be requirement designs of roadside Cong Contractor PINeer,

provided as per design given in the Bid Documents. provided

(b) Intersections, rotaries, traffic islands, roadside Design provid _

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Environmental Reference to 1 Mitigation ResponsibilityEvironmental S4 67 -

Impact/lssue Mitigation Measures the Contract Location6 costs Time Frame Implement SesDocuments5 ation Supervision

protection and other structures or furniture shall be requirementconstructed, complete with the landscape elements as perlandscape design

CA 53 A wall shall be constructed along the stretch of the road Enhanceme Between km 204.2 Just at the end Contractor Engineer,

Illegal dumping beyond Agra in the reserved forest where illegal dumping nt and 204.6 of the PIU, NHAIof garbage of the city's garbage is now taking place as per details construction of

provided in drawing T-7. the road in thisstretch

(a) Enhancement of all cultural properties inclusive of all Design Km 199.66-200,C.1.54 such properties relocated prior to commencement of requirement 215.8, 216-6, 217.7, During Contractor Engineer,Cultural construction shall be completed as per design. 221.6, 229.7, 245.3, Construction PIU,NHAI.

Properties (b) Signage giving information about the important cultural Design 249.6properties shall be erected as per design. requirement

Specific enhancement measures proposed for the variouscultural properties and the specifications are provided in fig.1 to 9. Refer Appendix 5The contractor shall work out the enhancement of theremaining cultural projections as per typical designsworked out in fig. T-1, T-2, T-15, T-18 to T-21, T-27 and/orT-28 as decided by the Engineer.

.O ,1 i' '- ' ' ' ' -' '' ''' - - , , p er k '''' ''' ' " ' ' ' ' " ' ' ' ' '"'' ' ' '_ ' ' ' ' ' _.' . . _ _ _ _ _ _

..0.110..

Contamination (a) Contingency plans to be in place for cleaning up of Framework atof Soil and spills of oil, fuel and toxic chemicals. State and Flying Squad MotorWater (b) Spill of oil, fuel and automobile servicing units without Entire Project Sector Level is of the Motor VehiclesResources from adequate preventive systems in place to be discouraged. comdor. expected to be Vehicles Inspector.

Spills due to developed.traffic &tr f i _ _ _ _ ._ _ __ _ _ .. _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _

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Reference to | | Mitigation Responsibility

Envron entl re ce o1 7 - - I-- - ---. Impact/Issue Mitigation Measures the Contract Locationc costs Time Frame Supervision

Documents aio

Accidents

01.2 (a) The drains will be periodically cleared to maintain storm

Maintenance of water flow. Entire Project Beginning and PIU,NHAI

Storm Water (b) The urban authorities and local government bodies will cothe Urban end of each Municipal PIU,NHAI.

Drainage be urged to maintaining storm water drainage system in Stretches . monsoon. Authorities.

System proper working condition. ._c.

01.3 (a) Roadside tree plantations will be maintained. Entire Project Through DoF,

Dust Generation (b) New afforestation projects adjacent to the project road corridor & operation PIU,NHAI. PIU,NHAI.

and in the surrounding will be encouraged. surrounding areas. period.

(a) Ambient Air concentrations of the various pollutants

01.4 shall be monitored as envisaged in the pollution monitoring Through Pollution

Atmospheric plan. Operation monitoring

Pollution (b) Pollution under control (PUC) programmes to be Entire Project stage. agency.

enforced adequately. corridor and

(c) Atmospheric pollution will be monitored and Surrounding areas Starting UPSPCB

management plans to be developed if pollution crosses Refer to the Air Immediately PIU,NHAi

threshold. Pollution Monitoring after Motor Vehicles

(d) Roadside tree plantations will be maintained. Programme. Construction Department,

(e) New afforestation projects adjacent to the project road UPSPCB,

and in the surrounding will be encouraged. PIU,NHAI.

(f) Public awareness programmes to be undertaken.

(a) Noise pollution will be monitored. @ km 200.95, 201.0, Starting

01.5 (b) Based on the results of monitoring noise pollution in the 201.3, 202.0, 214.1, Immediately Motor Vehicles

Noise Pollution operation stage, sound barriers and other measures shall 217.95, 221.75, after Department, UPSPCB,

be constructed as per details in section 1.7.2 of the Noise 238.65, 239.0, Completion of UPSPCB, PIU, PIU, NHAI

Quality Assessment report. 239.8, 240.75, Through NHAIc

(c) Noise control programmes to be enforced properly. 242.0, 248.05 ThOperation N

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Environmental Management Plan - Package i AGrand Trunk Road Project

1nvironmental Reference to Mitigation 1 Responsibility

Environmental Mitigation Measures4 the Contract Location6 costs Time Frame7 Implement SprioImpact/Issue Docuents

Docunnents5 ation Supervision

(d) Pubhic awareness campaigns to be undertaken. stage e_

(a) Depending on the level of congestion and traffic

01.6 hazards, traffic management plans will be prepared.

Traffic and (b) Traffic control measures including speed limits to be PIUNHAI,

Accident Safety enforced strictly. All along the Project Through Local

(c) Road control width to be enforced. Local government corridor and Operation Bodies, PIU,NHAI.

bodies and development authorities will be encouraged to surrounding areas. Stage. Development

control building development along the highway. Authorities.

(d) Further encroachment and squatting on the public RoW

will be discouraged.

Compliance with the Hazardous Wastes (Management and

01.7 Handling) Rules, 1989 including:

Accidents For 'delivery of hazardous substances, permit license,

involving 0.1.8 driving license and guidance license will be required. Framework PIU, NHAI,

Hazardous Public security, transportation and fire fighting departments All along the Project Expected to be PIU,NHAI, Motor

Materials will designate a special route for vehicles delivering corridor and During Early Motor Vehicles Vehicles

hazardous material. These vehicles will only be harboured stirrounding areas Operation Department. Department.

at designated parking lots. Stage.

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

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1.6 REPORTING ARRANGEMENTSThe Monitoring and Evaluation of the management measures envisaged are critical activities inimplementation of the Project. Monitoring involves periodic checking to ascertain whether activities aregoing according to the plans. It provides the necessary feedback for project management to keep theprogram on schedule. The rationale for a reporting system is based on accountability to ensure that themeasures proposed as part of the Environmental Management Plan get implemented in the project.

The reporting system will operate linearly with the contractor who is at the lowest rung of theimplementation system reporting to the Supervision Consultant, who in turn shall report to the PIU. Allreporting by the contractor and Supervision Consultant shall be on a quarterly basis. The PIU shall beresponsible for preparing targets for each of the identified EMAP activities. All subsequent reporting bythe contractor shall be monitored as per these targets set by the PIU before the contractors move on tothe site. The reporting by the Contractor will be a monthly report like report of progress on constructionand will form the basis for monitoring by the PIU, either by its own Manager (Env.) or the EnvironmentalSpecialist hired by the Supervision Consultant.

1.6.1 PRE-CONSTRUCTION STAGE

The reporting from the PIU to the Corporate headquarters of the NHAI will be one of the arrangementsrelating with setting targets at the beginning of this stage of the Project. These activities need to becompleted before the site can actually be handed over to the Contractor for the commencement ofconstruction. The PIU will report on the following items in the pre-construction stage:

* Tree Transplantation* Tree Felling* Relocation of Utilities* Cultural Property Relocation* Bus Stop Relocation

* Relocation of Community resources -wells and hand pumps

1.6.2 CONSTRUCTION STAGE

The construction period is a very crucial stage of a road project as it entails carrying out multipleactivities. which are all, synchronised and dependant on each other and performance of one activity isbound to affect the other. The EMAP need not only to ensure reporting on mandatory items such asquarrying and borrowing but should also ensure reporting on safety and health indicators at all worksites. The reporting system should so as to keep a check on use of child labour by contractors. Theobjective of reporting during the construction is not only progressive and compliance monitoring of theconstruction of the road but also a check on concerned environmental issues.

The reporting by the PIU to NHAI (Central) for this stage comprises of

* Construction Stage Targets for Enhancement and Mitigation (One time reporting)* Construction Stage Targets for Landscaping (One time reporting)* Construction Stage Targets for Pollution Monitoring (One time reporting)* Summary Reporting for Enhancement and Mitigation works.( Quarterly reporting)* Quarterly Summary Reporting for Landscaping Works. (Quarterly reporting)* Summary Reporting for Pollution monitoring. (Quarterly Reporting)

The reporting by the Contractor to the PIU shall be on the following items

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® Targets before commencement of construction

* Temporary acquisition of Land for Diversion

* Setting up of Construction Camps

* Establishing Quarries

* Establishing Borrow Areas* Setting up Stock Yards

® Construction Stage Targets for Enhancement and Mitigation

* Enhancement and mitigations of Cultural Properties* Enhancement and mitigation of Water Bodies* Enhancement and mitigation of Junctions* Enhancement and mitigation of Bus Stops

* Enhancement and mitigation of Truck Lay-bys* Provision of Access control gates* Provision of Ramped Access to embankment* Provision of Stepped Access to Embankment* Provision of Sedimentation Chamber* Provision of Chain link fencing* Provision of Cascade and Gabion Structure• Provision of Barrier to prevent Garbage dumping

.Enhancement and mitigation of Hand pump Type 1Enhancement and mitigation of Hand Pump Type 2

i Enhancement and mitigation of Hand Pump Type3

* Enhancement and mitigation of Noise Barrier Type 1* Provision of Noise Barrier Type 2* Provision of Oil interceptor* Enhancement of Seating Around tree 1* Enhancement of Seating Around tree 2* Enhancement of Seating Around tree 3* Enhancement of Seating Around tree 4* Enhancement of Seating Around tree 5* Enhancement of Seating Around tree 6* Enhancement of Seating Around tree 7* Enhancement of Seating Around tree 8* Enhancement and Mitigation of Well shaft touching ditch* Enhancement and Mitigation of Well shaft within embankment* Enhancement and Mitigation of Well shaft within Row* Enhancement and Mitigation of Canopy* Enhancement and Mitigation of Washing Platform* Enhancement and Mitigation of Shrines

®D Environmental issues during construction

* Pollution Monitoring* Work Camp Hygiene and Safety* Water used for Construction

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* Dust Suppression at Stockyard

* Dust Suppression at Quarries* Dust Suppression at Borrow Areas* Construction time Road Safety at Temporary Bridge Diversions

* Construction time Road Safety during Partial Closure of Carriageway

® Landscaping

* Landscaping* Survival of Transplanted Trees* Survival Reporting of executed Landscaping works

1.6.3 OPERATION PERIOD

Operation period reporting shall comprise of compliance pollution monitoring and ensuring all quarriesand borrow areas used during the road construction are effectively redeveloped. Also, survival reportingof landscaping is an important component of the Operation Period Reporting System.The reporting bythe Contractor to the PIU shall be on the following items

* Pollution Monitoring* Survival of Road Landscape* Survival of Transplanted Trees• Maintenance of Road Landscape• Redevelopment of Borrow Areas

* Redevelopment of QuarriesThe formats for the reporting of the various environmental issues through the various stages of theproject implementation are presented in Annexure 10.

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Environmnental Management Plan - Package I AGrand Trunk Road Project

1.7 INSTITUTIONAL ARRANGEMENTSThe institutional arrangements that have been proposed for the implementation of theEnvironmental Management Plan and the RAP for the project are presented in Figure 1-2.

Figure 1.2: Proposed Additions to the Existing Implementation Structure

| Chief General Manager WB), NHAI | l

General Manager (Env/ Social), NHAI General Manager (WB), HQ, NH HEADQUARTERS

Deputy General Manager (R&R) |Deputy General Manager (WB)

.vSenior Senior

Manager/ Manager/(.M_. {Technical) 5 PROCJECT

IMPLEMENTATION@m m t ~~~~~~~~~~~~~~~~UNITS

............ ......................s

|District Level 1,^ Construction | General Manager (PD), PIU, NHAI |_CommiKtees .4 Supervision

I Consutanants _X

(for each r,ontract tg---................ R

Gedrievance Package) _ Manager (Technical)

o itesCommittees . ~~~~~~~~Manager (CRRO)

t Proposed NeR Positions , H f Possib e Induction of Women Managers

The prime responsibilities of the NGO, the GRC and the District Level Committees is towards

the implementation of RAP, However, for addressal of environmental issues the Manager(environment) at the PIU will interact with the NGO, the GRC and the District Level Committees.For details about the individual roles and responsibilities, refer to the section 10.2 of theConsolidated Environmental Assessment prepared for the project.

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1.8 TRAININGThe Sr. Manager (Environment), the Managers (Environment), the personnel of the Construction

Supervision Consultant and the Contractor, who would be responsible for the implementation of theEMP, need to be trained on environmental issues of road development project. To ensure the success

of the implementation set up proposed, there is a high requirement of training and skill upgradation.

1.8.1 TRAINING ALREADY PROPOSED UNDER TNHP

As part of the TNHP, a training programme has been worked out incorporates the project needs as well

as the intermediate-term capacity building needs of the NHAI. The programme consists of a number oftraining modules specific to target groups. The training would cover the basic principles and postulates

of environmental assessment, mitigation plans and programmes (particularly the World Bank

Operational Guidelines and National Policy Perspectives), implementation techniques, monitoring and

management methods and tools.

Looking into. the potential requirements of each of the target groups, several training modules are

suggested below.

® Module I: Environmental Overview

* General environmental issues

* Environmental issues associated with highways development

* Principles and policies for (natural) environmental mitigation in development projects

* Role of Environmental Management in project development

s Module II: Environmental Regulations and Acts

e Air (Prevention and Control of Pollution) Act,1981

* Water (Prevention and Control of Pollution) Act, 1974

* Hazardous Materials (Transportation and Handling) Rules

* Forest (Conservation) Act, 1980

* EIA Notification, 1994

• Other environmental acts, rules and regulations relevant in highways development

* Role of environmental planning, conservation and enforcement authorities

3 Module III: Pollution

* Pollution and Wastes

* Highways and pollution

* Generation of wastes in highway construction

* Possibilities of abating pollution and waste-generation

® Module IV: Environmental Impact Assessment

* Why EIA is required

* Direct, indirect, cumulative and cross-environmental impacts

* How to assess environmental impacts (EIA methodology)

* Importance of EIA in decision-making

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* Environmental feasibility studies

* Procedural requirements of conducting EIA

* EIA in construction and operation stages of a project

C Module V: Environmental management Plan

* Basic features of an EMP

* Planning and designing the environmental mitigation measures

* Incorporation of environmental components in design, construction and operation stages

* Environmental monitoring, evaluation and review techniques

cD Module VI: Highway Projects and Environmental Issues

* Natural resource management and bio-diversity

* Green tunnels and roadside vegetation

* Natural vegetation- selection of species

* Wildlife protection

* Protection of water bodies and water resources

* Protection and replacement of trees

* Wastewater disposal

* Soil conservation

e Module VII: Environmental Issues in the Project

* Legal and institutional aspects; project mandates including the WB operational guidelines

* Introduction to the designs and implementation schedule for the Third NH Project

* Probable natural environmental impacts and losses in highway widening projects

* Basic features of the EMP

® Module VIII: The Environmental Management Plan for Highway Projects

i Construction stage environmental concerns and mitigation.

* Environmental design and implementation plans in highway projects

3 Module IX: Environmentally Sound Construction Management

* Laws and other statutes associated with the highway project such as the Labour laws, variouspollution control acts, Environmental (Protection) Act, Mining Act, Forest (Conservation) Act,Land Acquisition Act, Factories Act

* Clean highway construction technology

* New and alternative technology and materials

* New equipment, machines and their environmental/pollution performance

* Effluent control systems for construction processes and equipment

* Waste minimization and management in construction

* Efficient construction activity monitoring; compliance monitoring

* Environmental clauses in contract documents and their implications

* Good practices for road construction

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oD Module X: Planning for Environmentally Sustainable Operation of Highways

* Controlling pollution in highway operation

* Cross-agency responsibilities and co-ordination

* Monitoring requirements; monitoring techniques

* Environmental evaluation techniques

* Performance indicators

* Reporting requirements and mechanisms for the Project

o Module XI: Long Term Environmental Issues in Highway Management

* Environmental surveys including ambient air, noise, biological and water quality surveys

* Data storage, analysis and retrieval

* Contract documents and incorporation of environmental clauses

* Community consultation and participatory technology generation methods

• Risk assessment and management

* Contingency planning and management.

1.8.2 ADDITIONAL TRAINING AS PART OF GTRP

The training programme proposed in the TNHP has been retained to build a continuum for theadvanced training being proposed as part of the GTRP.

The following training needs have been identified as part of GTRP

* Intensive training on pollution monitoring, ecosystem impacts etc.

* Policy / Strategy level training for the officers at the Environmental Unit at the NHAI Headquarters

l Training of NHAI staff to best practices in the field of highway implementation and maintenanceat institutions as TRRL,U.K and FHWA, USA.

* Refresher courses for environmental management issues like drainage, wildlife protection etc

To carry out the follow-up activity after each training, the training should include a circulation of a briefwritten note, or a presentation to the Environment Wing of the NHAI followed by a discussion on themerits of the course.

1.8.3 LOGISTICAL SUPPORT REQUIRED

The environment cell at the PIU will require a vehicle to inspect works on site. Normally, a four-wheelerwith enough seating for two officers and a driver with space for equipment for measurement will beneeded at each PIU. A four wheel-drive vehicle will be the preferred choice. The vehicle need not bededicated for the environmental cell but such an arrangement would be better than sharing PIU's othervehicles. In addition, the PIU is better of having its own monitoring equipment viz. noise meter, hand-held gas sensors, etc. in addition the environmental cell at each PIU should be connected to theDocumentation Unit at CNHAI by NHAI-wide LAN (VVAN).

The CNHAI will need not only the e-mail facilities and connection the NHAI-wide LAN. It will also need ascanner, which can be used with GIS based corridor management system able to handle upto A3 sizedsheets for directly transferring topographic sheets into the system. Adequate computing facilities toallow the documentation unit to be self-sufficient are recommended. This will include the latest versionof GIS software such as ARCinfo , Mapinfo and Idrisi. All officials at the CNHAI will have their own PC,

43Lea Associates


a common printer and an access to the Internet. In addition they should have access to one licensed

copy of the latest version of the software useful for environmental wing. These could include Caline (for

air pollution modelling from traffic pollution), Sound 32 (for traffic noise) and a fugacity-based model (for

predicting the behaviour of volatile/hazardous material that might spill on the road). A well-stocked

library with books and manuals related to environmental impacts of infrastructure in general and roads

in particular, would be an advantage. The library should subscribe to practitioners' journals along with

academic research journals to keep abreast with the latest developments in the field.

Adequate vehicles (for the Sr. Managers DGM(s) & GM) will be needed. In addition, a separate field

visit vehicle (preferably a four-wheel drive) should also be kept at the disposal of environmental cell for

surprise monitor of construction sites.

The various items that need to be procured for the Environmental Unit are listed below:

* The environment cell at the PIU will require a vehicle to inspect works on site.

* Own equipments for pollution monitoring viz. noise meter, hand-held gas sensors, high volume

samplers, water sampling kit etc.

* the environmental cell at each PIU to be connected to the Documentation Unit at CNHAI by

NHAI-wide LAN (WAN).

* Adequate computing facilities to allow the documentation unit to be self-sufficient including the

latest version of GIS software such as ARCinfo, Mapinfo and Idrisi etc

* All officials at the CNHAI to be provided their own PC, a common printer and an access to the

Internet. In addition they should have access to one licensed copy of the latest version of the

software useful for environmental wing. These could include Caline (for air pollution modelling

from traffic pollution), Sound 32 (for traffic noise) and a fugacity-based model (for predicting the

behaviour of volatile/hazardous material that might spill on the road).

* A well-stocked library with books and manuals related to environmental impacts of

infrastructure in general and roads in particular, would be an advantage.

1.8.4 TRAINING BUDGET

The total budget required for implementing the training programme is Rs7.94million.

Table 1-4: Budget for Implementation of Environmental Training Programme

No. of Training components 5 4 3 1 Total BudgetForum unit Cost Target Target Target Target IRs)

(Rs/session) Group Group Group Group

Strengthening Training measures already part of TNHPInformal Training Sessions 5000 5 25.000Audio-Visual 25,000 10 250,000communicationscase Studies 35,000 2 210,000Lecture Sessions 45,000 5 1,125,000Workshops 20,000 1 80,000Group Oiscussions 10,000 5 250,000Short-Term Training 50,000 5 10 2,750,000courses_(in_India)__ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Seminars 100,000 2 1,000,000Additional Training Modules in GTRPShort-Term Training 350,000 3 places every year from NHAI staff 1,050,0o0courses (abroad) included in Group I or 11 1,200,000Full-term Training courses 1.200,000 1 place from the Managers (Environment) 1,200,000(abroad)Grand Total 7,940,000

44Lea Assoisles


1.9 ENVIRONMENTAL MONITORING PLAN

The purpose of the monitoring programme is to ensure that the envisaged purpose of the project areachieved and result in desired benefits to the target population. To ensure the effective implementationof the EMP, it is essential that an effective monitoring programme be designed and carried out. Thebroad objectives are

* To evaluate the performance of mitigation measures proposed in the EMP

* To evaluate the adequacy of Environmental Impact Assessment

* To suggest improvements in management plan, if required

* To enhance environmental quality

* To satisfy the legal and community obligations.

1.9.1 PERFORMANCE INDICATORS (PIS)

The physical, biological and social components identified as of particular significance in affecting theenvironment at critical locations have been suggested as Performance Indicators (Pis), and are listedbelow.

* Air quality w.r.t SPM, RSPM and CO

* Water quality w.r.t DO,BOD and Coliform count.

* Noise levels around sensitive locations.

* Replantation success / survival rate

* Erosion indices

• Restoration of borrow pits

* Sedimentation rate in the downstream where bridges, culverts, etc are built

- Vital statistics on health

* Accident frequency

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

1.9.2 AMBIENT AIR QUALITY (AAQ) MONITORING

Ambient air quality parameters recommended for road transportation developments are RespirableParticulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide (CO), Oxides ofNitrogen (NOx), Hydro-Carbons (HC), Sulphur Dioxide (SO2) and Lead (Pb). These are to be monitoredat designated locations starting from the commencement of construction activity. Data should begenerated over three days at all identified locations in accordance to the National Ambient Air QualityStandards. (Table 1-5) The location, duration and the pollution parameters to be monitored and theresponsible institutional arrangements are detailed out in the Environmental Monitoring Plan (Table 7)

Tablel- 5: National Ambient Air Quality StandardsPollutants Time Sensitive Industrial Residential Method of measurement

Weighted Area Area Rural &other Area

Sulphur Oioxide (S0 2) Annual 15 iLgIm3 80 g/rm3 60 fig/m3 Improved West and Gaekemethod

24 hours** 30 ug/re 120 vg/m3 90 Ua/m3 Ultraviolet fluorescenceOxides of Nitrogen (No>) Annual& 15 ±g/m3 80 10/M3 65 U/mrnI Jacob and Hochheiser

24 hours' 30 iglm3 1320 Uag/m 19 4/m3 Gas ohase Chemiluminescence

Carbon Monoxide (CO) 8 hours 1000 5000 It/rM 3 2000 ua/m3 Non dispersive infrared11 hour 2000 1000 /rM

314000 10/rn

3 spectrascoppy

45Lea Associates

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Pollutants Time Sensitive Industrial Residential Method of measurement____________ _Wei ted Area Area Rural &other Area i

Lead (Pb) Annual* 0.50 jig/m31.0 jg/n 0.75 ig/mrn AAS Method 24 hours after

24 hours** 0.75 uafm3 1 5 LL9/m 1 00 p/rn'3 sampling using EPM 20000 orRespirable Particulate Annual* 0 ui/m' 120 ,ua/m3 60 up/im' pcpe-(RPM)- Size less then 10 24 hours-* 75 ijg/mL 150 igim 100 pg/M3Suspended Particulate Annual' 70 up/mr 360 Ltg/m ' 140 uLg/mrn Average flow rate not less thanMatter (SPM) 24 hours-* 100 ag/Mr 500 ug/rM3 20O lg/M3 _ 1.1 cu. m / minute

Source Anon 1996-97, National Ambient Air Quality Monitoring Series NAQMS/a11996-97, Central Pollufion Control Board, Delhi.

'Average Arithmetic mean of minimum 104 measurement in a year taken for a week 24 hourly at uniform interval.

'24 hourly/a hourly values should meet 98 percent of the time in a year

1.9.3 WATER QUALITY MONITORING

The physical and chemical parameters recommended for analysis of water quality relevant to roaddevelopment projects are pH, total solids, total dissolved solids, total suspended solids, oil and grease,COD, chloride, lead, zinc and cadmium. The location, duration and the pollution parameters to bemonitored and the responsible institutional arrangements are detailed in the Environmental MonitoringPlan (Table 7) The monitoring of the water quality is to be carned out at all identified locations inaccordance to the Indian Standard Drinking Water Specification - IS 10500 1991 (stated in Table 1-6)

Table 1-6: Indian Standard Drinking Water Specification-IS 10500:1991

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

Limit) Limit Absence of IS)AlternateSource

Essential Characteristics

1 Colour, Hazen 5 Above 5, consumer 25 3025 (Part 4) Extended to 25 only if toxicunits, Max. acceptance decreases 1983 substances are not

suspected, in absence ofalternate sources

2 Odour Unobjectionabi 3025 (Parts a) Test cold and when heatede 5):1984 b) Test at several dilutions

3 Taste Agreeable 3025 (Part 7 Test to be conducted onlyand 8) after safety has been1984 established

4 Turbidity NTU, 5 Above 5, consumer 10 3025 (Part 10)Max. acceptance decreases 1984

5 Ph Value 6.5 to 8.5 Beyond this range, the water No relaxation 3025 (Part 11)will affect the mucous 1984membrane and/or watersupply system

6 Total hardness 300 Encrustation in water supply 600 3025 (Part 21)(as CaCO3) structure and adverse 1983MGI1, Max effects on domestic use

7 Iron (as Fe) 0.3 Beyond this limit 1 32 of 3025mg/1. Max taste/appearance are 1964

affected, has adverse effecton domestic uses and watersupply structures, andpromotes iron bacteria

8 Chlorides (as Cl) 250 Beyond this limit, taste, 1000 3025 (Partmg/l, Max corrosion and palatibility are 32)

affected 1988

46Lea Associaftes




9 Residual, free 0.2 3025 (Part 26) To be applicable only whenchlorine, mg/i, 1986 water is chlorinated. TestedMin at consumer end. When

protection against viralinfection is required, it shouldbe Min 0.5 mg/i

Desirable Characteristics

1 Dissolved solids 500 Beyond this palatability 2000 3025 (Part 16) -

mg/il, Max decreases and may cause 1984gastro intestinal irrtation

2 Calcium (as Ca) 75 Encrustation in water supply 200 3025 (Part 40) -

mg/i, Max structure and adverse 1991effects on domestic use

3 Magnesium (as 30 Encrustation to water supply 100 16, 33, 34 of -

Mg), mg/I, Max structure and adverse IS 3025:1964effects on domestic use

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

of pipes, fitting and utensilswill be caused beyond this

5 Manganese (as 0.1 Beyond this limit 0.3 35 of 3025:Mn) mg/i, Max taste/appearance are 1964

affected, has adverseeffects on domestic usesand water supply structures

6 Sulphate (as 200 200 Beyond this causes gastro 400 3025 (Part 24) May be extended up to 400SO,) mg/i, Max intestinal irritation when 1986 provided (as Mg) does not

magnesium or sodium are exceed 30present

7 Nitrate (as NO2) 45 Beyond this 100 3025 (Part 34)mg/i, Max methaemoglobinemia takes 1988

place

8 Fluoride (as F) 1 Fluoride may be kept as low 1.5 23 of 3025:mg/i, Max as possible. High fluoride 1964

may cause fluorosis

9 Phenolic 0.001 Beyond this, it may cause 0.002 54 of 3025:compounds (As objectionable taste and 1964C6H5OH) mg/i, odourMax

10 Mercury (as Hg) .0.001 Beyond this, the water No relaxation (see Note) To be tested when pollution ismg/i, Max becomes toxic Mercury ion suspected

analyser

11 Cadmium (as 0.01 Beyond this, the water No relaxation (See note) To be tested when pollution isCd), mg/i, Max becomes toxic suspected

12 Selenium (as 0.01 Beyond this, the water No relaxation 28 of 3025: To be tested when pollution isSe), mg/i, Max becomes toxic 1964 suspected

13 Arsenic (As As) 0.05 Beyond this, the water No relaxation 3025 (Part 37) To be tested when pollution ismg/i, max becomes toxic 1988 suspected

14 Cyanide (As 0.05 Beyond this limit, the water No relaxation 3025 (Part 27) To be tested when pollution isCN), mg/i, Max becomes toxic 1986 suspected

15 Lead (as Pb), 0.05 Beyond this limit, the water No relaxation (see note) To be tested when pollution ismg/i, Max becomes toxic suspected

16 Zinc (As Zn). 5 Beyond this limit it can 15 39 of 3025: To be tested when pollution isMg/i, Max cause astnngent taste and 1964) suspected

an opalescence in water

17 Anionic 0.2 Beyond this limit it can 1 Methylene- To be tested when pollution isdetergents (As cause a light froth in water blue extraction suspectedMBAS) mg/l . methodMax

47Lea Associates




18 Chromium (As 0.05 May be carcinogenic above No relaxation 38 of 3025: To be tested when pollution isCr;+) mg/i, Max this limit 1964 suspected

1 9 Poly nuclear - May be carcinogenic abovearomatic this limithydrocarbons(as PAH) g/l,Max

20 Mineral oil mg/i, 0.01 Beyond this limit undesirable 0.03 GasMax taste and odour after Chromatograp

chlorination take place hic method

21 Pesticides mg/l, Absent Toxic 0.001 -

Max

22 Radioactive materials: 58 of3025:01964

23 a) Alpha emitters - 0.1 -

Bq/1, Max

24 Beta emiters - 1 .pci/i, Max

25 Aluminum (as 200 Beyond this limit taste 600 13 ofAl), mg/l, Max becomes unpleasant 3025:1964

26 Aluminum (as 0.03 Cumulative effect is reported 0.2 31 of 3025:Al), mg/i, Max to cause dementia 1964

27 Boron, mg/1, 1 - 5 29 of 3025:Max I I l 1964

Source: Indian Standard Drinking Water Specirication-1SI0500:1991

1.9.4 NOISE LEVELS MONITORING

The measurements for monitoring noise levels would be carried out at all designated locations inaccordance to the Ambient Noise Standards formulated by Central Pollution Control Board (CPCB) in1989 (refer Table 1-7) Sound pressure levels would be monitored on twenty-four hour basis. Noiseshould be recorded at a "A" weighted frequency using a X slow time response mode' of the measuringinstrument. The location, duration and the noise pollution parameters to be monitored and theresponsible institutional arrangements are detailed in the Environmental Monitoring Plan (Table: 1-8)

48Lea Associates


Table 1-7 Noise Level Standards (CPCB)

Km. Noise level for Day Noise level forTime Lea dBIAl NigM Time dB(A)

ndustnal area 75 70ommercial area 65 55

esidential area 55 45lence zone . 50 40Day time - 6.00 am - 9.00 pm (15 hours)

Night tire - 9.00 pm - 6.00 am (9 hours)

1.10 MONITORING PLAN

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

operation stages is summarised in the table 1-8.

1.11 ENVIRONMENTAL MANAGEMENT - BUDGET

The environmental budget for the various environmental management measures proposed in the EMP,

is detailed in Tablel-9. There are several other environmental issues that have been addressed as part

of good engineering practices, the costs for which has been accounted for in the Engineering Costs.

49Lea Associates

W0

Environmental Management P/an - Package I AGrand Trunk Road Project

Table 1-7 Environmental Monitoring Plan

nvironmental Project Monitoring Institutional

component Stage responsibility

Parameters Special Guidance Standards Location (ch.) Frequency Duration Implementat Supervisiion on

ir Constructi High volume Environmental Once every Continuous Contractor PlU,NHA

on stage sampler to be Protection season for 3 24 hours/ through I/

SPM, RSPM, located 50 m from Rules, years or for 1 full approved Engineer

S02, RSPM, C the plant in the CPCB.1986 Hot mix plant working monitoring

HC , downwind direction. day agencyHC Use method

specified by CPCBfor analysis .

Constructi SPM, RSPM High Volume NAAQM for Stretch of the Once every Continuous Contractor PIU,NHA

on stage Sampler to be respective land road where season for 3 24 hours/ through I/

located 40 m from uses construction is years or for I full approved Engineer

the plant in the in progress site working monitoring

downwind direction. day agency

Use methodspecified by CPCBfor analysis

Operation SPM, RSPM, High Volume NAAQM (i) Junction @ Once every Continuous PIU, NHAI NHAI

stage SO2 , NO,, CO, Sampler to be km 200.3 season for 3 24 hours

Pb, HC located at 15 m (ii) Forest area years

from the edge of @ km 204.5pavement (iii) Hospital in

Firozabad @

___________ _ _______________________ ________________ ________ __ 242.542 .5

-50 - Lea Assocites


ater Quality Constructi pH, BOD, COD, Grab sample Water quality (i) Budhiya ka End of summer - Contractor PIU,NHA

on stage TDS, TSS, DO, collected from standards by Tal @ km before the through I/

Oil & Grease and source and analyse CPCB 216.66 onset of SW approved Engineer

Pb. as per Standard Monsoon monitoring

Methods for agency

Examination ofWater and

_____ _ WastewaterOperation pH, Grab sample Water quality Budhiya ka Tal - do - - NHAI NHAI

stage BOD,COD,TDS, collected from standards by @ km 216.66TSS, DO, Pb, Oil source and analyse CPCB (ii) Riverand Grease. as per Standard Yamuna @ km

Methods for 199Examination ofWater andWastewater

ise levels Constructi Noise levels on Equivalent noise Noise standards At equipment As and when Continuous Contractor PIU,NHA

on stage dB (A) scale levels using an by CPCB yards required and 24 hours through I/

integrated noise found approved Engineer

level meter kept at necessary by monitoring

a distance of 15 the Engineer agency

from edge ofpavement

Noise levels on Equivalent noise Noise standards Junction @ km Twice a year Continuous Contractor PIU,NHA

dB (A) scale levels using an by CPCB 200.3 for 3 years 24 hours through I/

integrated noise (ii) Forest Area during the approved Engineer

level meter kept at @ km 204.5 construction monitoring

a distance of 15 (iii) in period agency

from edge of Firozabad @pavement km 239.5

Operation Noise levels on Equivalent noise Noise standards Junction @ km Twice an year Continuous Contractor Engineer,

stage dB (A) scale levels using an by CPCB 200.3 for 3 years 24 hours through an PIU,

integrated noise (ii) Forest Area approved NHAI

level meter kept at @ km 204.5 monitoring

a distance of 15 (iii) in agency

from edge of Firozabad @_______________ pavement km 239.5

- 51 - Lea Associates2z:2


iConstructi Monitoring of Pb, Sample of soil Threshold for At productive Once a year for Contractor Engineer,

on stage Cr, Cd collected to each agricultural 3 years through an PIU,acidified and contaminant set lands abutting approved NHAI

analysed using by IRIS traffic detours - monitoringabsorption database of and traffic agencyspectrophotometry USEPA until diversions, to

national be identified bystandards are the Engineerpromulgated.

Operation Monitoring of Sample of soil Threshold for At accident / As per the NHAI, NHAI

stage heavy metals, oil collected to each spill locations occurrence of through an

and grease acidified and contaminant set involving bulk such incidents approvedanalysed using by IRIS transport monitoringabsorption database of carrying agencyspectrophotometry USEPA until hazardous

national materialsstandards arepromulgated.

oad side Pre- Monitoring of It should be As laid out in the (i) Budhiya ka During the

antation Constructi felling of trees ensured that only Detailed Design Tal @ km felling of trees Forest PIU,

on Stage those trees that are for the project 216.66 Department NHAI

marked are felled.

Operation Survival rate of The number of The survival rate (i) Budhiya ka Every year forstage trees trees surviving should be at Tal t km 3 years

Success of re- during each visit least 50% and 216.66vegetation should be preferably over NHAI NHAI

compared with 75%number of saplingsplanted.

- 52 - LeaAssocates

g~5

Table 1-8: Environmental Budget - Package 1 A.

COMPONENT I STAGE ITEM Unit Unit Cost Quantit Total Cost Rs.

Mitigation / Enhancement costsAIR Construction Dust Management

Arrangement for sprinkling water on piled material km. Rs 30,000 per km. 50 50 1,515,000 00

Covers for vehicles transportng construction materiaiAir pollution control equipment such as cyclone separatoror wet scrubber fot Hot Mix plants No Rs. 4,50,000 1 450,000 00

Operation Saplings + Maintenance contract for 3 years(Flantationalong median) ha Rs 63 200 pr ha 10 632,000 00

Factlities/Ar(angement for vericuLtar exhaust monitoring No. Rs. 3,00,000 1 300,000.00

WATER Pre-Construction RelocationtEnhancement of HandpurnpsHandpurnp type 1 No Rs. 11,000 6 66 000 00

Handpump type 2 No. Rs. 3.500 1 3 500.00

Handpump type 3 No Rs. 3,500

ProtectiontEnhancement measures for wellsWell type 1 No Rs 11,000 I 11 000 00

Wetl type 2 No. Rs. 27,000

Well typ 3 No. Rs. 30, 000 1 30 000.00

Construction Gabiois r Rs. 120.00 256 30,720 0D

._ ______ ___ No RCascades No_Rs_5,500_3 16,500.00

Operation Oil Interceptor No. [ Rs. 32,000 t4 1286000.00

SOIL _Construction Turfin_lPitching Covered in Engineerig Costs

_ _SE Construct1on Muff0ers for vehicles & ear plurts for labourers L.,S Rs, 1000000 I 000.0C

_operation Barriers for reducing noise levels at sensitive receptorlocations m Rs. 4,000 600 240,000.00

Appropriate signage to inforee road users of the presence ofsensitive receptors L S Rs. 10000000 1 700,0000

CUELTURA Construction Provasion for seatinge paving anduor enclosure asSeating around Tree2 No. Rs. 6,000 13 78,000.00

Seating around Tree3 Non Rs. 92000 6 54,000.00

Seating around TreeA No. Rs. 9 000 2 1820000o

FLORA Construct.ion Comipensatory plantation Q 2 trees for each felled No, Rs 900 15800 14 220 000 00

FAUNA Construction Provisions for underpss where needed to facilftate700001DOOO0_rrovem-ent _N. R.70 00t70000

SAFETY Construction Dermrroating borrow areas clearly using fencing9 if needed Covered in Engineering Costs

Oprto Provision of an imnprovised dog-leg arrangerrent to preventl peration ~~~quicl< access on to the NH No. Rs. 15 000 I 15 000 001

_ ~~~~~~~~~~~~~~Provision of crash barriers near locally important structufes m- Rs. 2 5D0 210 525,000.001

_ . ~~~~~~~~~~~~~~~~~~~~~~~~~(A) Mtitigation I Enhancement Costs 1 S 232,720.001

Table 1-8 (Contd...): Environmental Budget - Package 1 A.

COMPONENT STAGE ITEM Unit Unit Cost Quantity Total Cost (Rs.)Monitoring costs

Air Construction Monitoring Near hot mix plant Samples Rsp 5,000 everypies for day, once60,000.00Samples v~~~~ears(=1 2)

No. of ~~~~3 samples per day, onceMonitoring at construction site No. of Rs. 5,000 every month for 3

Samples Years(=108) 540,000.00

No. of ~~~~3 samples per day, onceOperation At sensitive receptors Samples Rs. 5,000 every season for 3 years

at 3 locations(=27) 135,000.00

Water Quality Construction At Budiya ka tal NoS of Rs. 5,000 Once every year for 3 15,000.00

No. of Once every year for 3Operation At Budiya ka tal and Yamuna Samples Rs. 5,000 years at 2 locations 30,000.00

Noise Construction At equipment yards Samples Rs. 4,000 necessary(50 samples) 200,000.00No.pofsTwicessarye5 armor3leas)a

At junction. Km 200.300, forest area km. 206.000, Noa of Rs. 4,000 3 locations(=1 8) 72,000.00Near health centre in firozabad km. 239.500 72,000.00

Operation At junction. Km 200.300, forest area km. 206.000, Samples Rs. 4,000 3 locations=1 8) 72,000.00Near health centre in firozabad km. 239.500 72,000.00

Soil Construction At agricultural lands and traffic detours No. of Rs. 6,000 Max of 5 locations for 3 90,000.00Samples Rsy,00ears900.0

Operation At accident locations as per occurance No. of Rs. 6,000 Ative 30,000.00______es l________ocations(assumption)300.0

Trees Construction At tree felling locations L.S L.S 25,000.00At locations of

At locations of compensatory plantation L.S L,S compensatory plantation 75,000.00,for 3 vears

Training CostsConstruction and L.S In proportion to length asOperatlon .S part of GTRP 95,000.00

_________________ _______ (B) Monitoring and rranlnog Costs 1,439,000.00

T Total Costs (A+B) 20,671,720.00

Lea Associates South Asia Pvt. Ltd. Lea AocatsNew Delhi lm=fg

Environmental Management Plan -Package I AGrand Trunk Road Project

Appendix 1-1 Methodology and Techniques for Treetransplantation

BACKGROUND

"Transplanting consists in lifting plants bodily from their positions, removing them from more desirableor agreeable places & replanting them in new & better soil."

3 Season for planting & transplanting shrubs or Trees

* The best season for planting or transplanting shrubs & trees vanes in different parts of ourcountry.

* Hot weather is generally avoided, as the risk of plants not establishing is great.

* In places where rainfall is moderate, the beginning of rainy season is the best suited time fortransplanting.

* Plants which are natives of cold countries & which grow vigorously in the cold season such asRose, do better when planted out during close of Rainy season.

* In severely cold places like in northern parts of India, the operations are best carried onduring the end of the dormant season about the end of February.

- All Robust plants may be planted or transplanted during any part of the year, with properattention being given to several details of the operations.

THE TRANSPLANTING SUCCESS:

Transplanting involves to some extent at least a disturbance of plant's root system. There is aloosening of its attachment to the soil & progressive activities are arrested for the time being. Thustransplanting is a rather violent operation, considering the standpoint of the plant. And is required tohe done with great care to be successful. Care is therefore to be taken that the plants recover fromthe set-beck as rapidly as possible. Certain conditions are necessary for rapid recovery of plants toactive growth. Some of these are dependent upon the nature & structure of the plants themselves &some on the prevailing weather & climatic conditions.

* Soft-wooded plants transplant better than hardwood plants.

* Plants in dormant state transplant better than those in active growth.

* Young plants established sooner than old ones. (Refer article Transplanting Shocks: Largetree vs. Small Trees)

* All plants transplant better with a mass of original soil intact around its roots, which should bedisturbed as little as possible.

* As the roots, till they establish themselves in fresh soil, will be unfit to absorb the full supply ofmoisture needed by the plant, exhalation from the leaves & shoots of the plant is to be kept aslow as possible.

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* Cool & cloudy weather are chosen for transplanting operations.

* Evening are better suited than morning or afternoon, as plant refresh themselves during thecool hours of the night.

* To overcome the dangers of transplanting the soil is well prepared & kept moist, not allowingit to run dry; part of the top of the plant is removed usually to minimise loss of water bytranspiration.

* Some time shade is provided till the plants are established.

* Overhead watering by means of spray during the hot hours or occasionally when the leaveswilt, refreshes the plant to a great extent.

* The stems & branches of transplanted trees are wrapped with straw which is kept moist byspraying water on it to remove loss of the water by the plant as much as possible.

* If the soil is bad below, it is replaced with a mixture of three parts of manure, two parts of.black fertile earth or Loam, and one part of sand for better growth of trees.

• If the soil is fairly good, only manure is mixed with it, in case soil is heavy sand and manure isadded to it.

* Transplanting of fully-grown trees can only be successfully done with the help of machinery,such as the tree lifter, and hence it is rarely attempted in private gardens.

* Success rate of trees having truck diameter less than 1' would be 90% Success rate of treeshaving trunk diameter above 1' to 2' would be 60% Success rate of trees above 2' trunkdiameter can only guaranteed for specific species, in specific transplanting season providedthat the surrounding conditions like soil & weather of the relocated tree are also taken intoconsideration.

e Transporting or shifting of trees on trailer away from the existing location reduces the chancesof success as the trees take more time to set in new conditions, transport may damage rootsystem & trees are required to be cut down in size to make shifting possible through the road.

* A tree regains its original shape with in 4 to 10 years depending on the trunk diameter. Thumbrule is 6" tree regains it original shape in 6 x 12 months.

* Maintenance or Watering of trees is done till one or two monsoons -We advice maintenancetill the 1st monsoon after transplanting in area where monsoon is good or moderate.

METHODOLOGY

Transplanting of young trees and shrubs is done in the following manner:

1. The plants have to be lifted with as many roots as possible and replaced in fresh soil withthe least possible delay.

2. For this purpose a trench 45 to 60 cms in width which is wide enough for workingconveniently is opened out in a circle at a suitable distance away from stem, Thisoperation is generally called as "Side trenching", which may vary from 4'to 10' accordingto the size of the tree or shrub, the soil is gradually removed in the trench approachingthe centre of the circle as it descends, thus securing the ball of earth in the shap &

Lea Associates2

Environmental Management Plan -Package IAGrand Trunk Road Project

inverted cone. Care is taken not to injure the roots that cross the trench; these are cleansawed or cut with secateaurs, if small enough at the outer edge of the trench.

3. The tap root is also severed. With long crowbars the ball of earth holding the roots isgently lifted and loosened from its attachment with the rest of the soil.

4. When the trench is sufficiently deep, the diameter of the ball of earth may be reduced to aconvenient size with a fork, leaving the protruding roots uninjured.

5. The rootball are continuously kept moist to keep tree active in new root growth &sprouting.

6. If one is definite of success, the transplanting may be made safer thus: The ball of earthmay be got ready in two stages, The roots may be severed on one-half of the circle in thetrench & this portion is close down with light soil is known as "root treatment". Afteranother week or fortnight, the roots sufficiently recovered from the shock of cuts & can besafely lifted & transplanted.

7. All the roots with jagged cuts or bruises on them are clean cut back to healthy parts asbruises and bad cuts may bring on decay, which may spread to the plant, killing it.

8. While it is well known that roots supply all of a plant's water it is less well known that 95 -99% of a plant's water is rapidly lost as evaporation from the leaves. Therefore leafsurface of the Tree is reduced to limit transpiration, it is called "defoliage of tree"; thetree is cut back, if necessary, to concentrate the sap at the roots for formation of newroots to establish the tree.

9. "Heading in" or cutting the top is most desirable in many species. If the tree has severalstrong branches starting from this leader, each a smaller branches may be cut back tohalf a dozen or more buds, -according to the tree; if there are only few branches, theymay be reduced by one-thirds of their length maintaining its natural shape. The headingin done because first to keep balance between root system & the canopy (Systemunderground & above ground should be same to reduce stress on either of it.)

10. The cut surfaces are all covered with a paste "Waxing" mixture of water soaking &insecticide liquid to prevent evaporation & to prevent fungus & insect attacks.

11. The tree is then bodily lifted taking care not to break the ball of and not to bruise the barkof the stem in the operation. This is called "Transplanting of Trees"

12. If the ball of earth may happen to be too large to prevent the earth from slipping away, itis tied with sacking or straw.

13. Replanting is done to the same original depth if not 3 to 5 cms deeper. It is not safe toplace any fresh manure in contact with the roots.

14. If by chance the earth breaks away from the roots, these are immediately smeared wellwith a thin paste of 2/3 clay and 1/3 fresh cow dung and water and soaking spray of afungicide is desirable.

15. The entire plant is then lowered into the hole prepared for it, which is wide enough to takein all roots when spread out.

Lea Associates3


16. Sand or fine soil is worked in between the roots and the hole filled with good soil which ispressed down layer by layer.

17. After the tree is planted, if necessary, it is to be supported by being tied to a stout longstake, firmly fixed to the ground close to the trunk & protected from cattle by a tree guard.

18. The stem may be advantageously wrapped round with moist straw to limit loss ofmoisture from the tree,

19. The tree is then copiously watered soon after planting, so that the entire ball of earth &the new soil under it, are well moistened.

20. After such liberal watering, it may not be necessary to water again for another three daysor so. But the tree may be refreshed by spraying on it clear water. It might be providedwith shade if the sun is severe.

21. The ground around the stem is watered freely every week or so, in the absence of rain.Too much water is not however to be applied, forming puddles at the bottom of hole inwhich the tree is planted.

22. Throughout summer, the transplanted tree should get its regular water supply, the soilbeing soaked through at each watering & not merely sprinkled on the surface.

23. As the surface layer of earth is drying up each time after watering, it may be stirred todepth of 2 to 10 cms, forming mulch. This retards loss of moisture from the soil byevaporation & the tree is enabled to get the full benefit of the water supplied.

It is advisable to carry out all above operations in consultation with & under supervision ofexperienced horticulturists as soil strata, weather conditions, the plant characteristic & root systemsmay differ from place to place, Thus requiring modification in the transplanting operations.

TRANSPLANTING PROCEDURE CHECKLIST

1. Avoid mechanical damage and dehydration during transport.

2. Avoid planting when weather is hot, dry, and windy, especially with plant material

in full leaf.

3. Make sure planting pit is at least twice as wide as root ball.

4. Remove all wire, rope, twine, etc. from root ball.

5. Prune the tree or shrub.

6. Use a light, well-drained backfill material with plenty of organic matter.

7. Make sure the tree or shrub is planted high, 2 to 4 cms below surrounding grade.

8. Water the plant, using a hose as a probe to eliminate air pockets.

9. Mulch the planting area 3 to 5 inches deep.

10. Wrap tree trunks with tree wrap. Remove the following spring.

11. Stake and guy trees. Remove the guys after one year.

12. Water the plant carefully throughout its first growing season.L ea Assocates

4


Appendix 1- 2 :Trees to Transplanted in Package 1A

Chainage North South Total Locacon of Incidental

206-211 37 53 90 6.000-6.200

211-216 66 66 15.400-15.650

223-227 88 - 88 21.400-21.550

230-231 71 71

240-250 232 232

261-263 45 45

Appendix 1-3 Wells and Hand pumps identified for enhancement

Chainage Type Side Distance Enhancement Remarkstype

212.220 Well North 10 A

225.065 Hand pump North 10 1 Relocation

236.900 Hand pump North 13 1 Relocation

237.000 Hand pump South 12 1 Relocation

Appendix 1-4: List of borrow areas in Package 1A

S no. Chainage Distance from ROW Side of Road

1 4.6 200 S

2 6.005 200 N

3 10.45 200 S

4 14.005 200 N

5 16.9 200 S

6 20 200 S

7 24.15 200 S

8 28 220 N

9 32.04 200 S

10 36.36 223 N

11 46.102 225 N

12 49.99 200 N

Lea Associates5


Appendix 1- 5: Cultural Properties Identified for Typical Enhancements

No. Package Type Location Dist. From Side of RoadNo. C m

1 1A Temple 201.450 32.0 South



7 1A Shrine + Tree 225.050 13.0 South


9 1A Temple 243.450 23.0 North

10 1A Shrine + Tree 245.400 12.0 North

Appendix 1-6 Cultural properties to be relocated: Package 1A

Chainage Type Side Distance Remarks

200.300 Temple North 10 Relocation

200.500 Shrine North 12 Relocation

200.800 Temple South 10 Relocation

200.900 Shrine South 9 Relocation



205.000 Temple South 30 Relocation (lies at the start of the new alignment)

208.050 Dargah South 9 Relocation


214.000 Shrine South 16 Area: 1/1, relocation

217.800 Shrne Sout`, 12 Relocation

220.400 Temple South 9 Relocaton (inside the temple) (1/1)

221.250 Shrne South 12 Relocation, size 1/1m

221.750 Shrine South 20 Relocation

222.000 Shrine South Relocation


224.100 Shrine South 30 Relocation (2/2)

225.700 Shrine North 12 Relocation (2/2)

232.700 Tempie North 10 On temple property need to shift inside


239.450 Temple South 12 Very small st. (1.5/1)


239.900 Temple South 12 111 size, relocation


244.400 ITemple South 110 Relocation

Lea Associates622




247.750 Grave North 15 212 Relocated

247.900 Grave North 12 111 Relocation peepal tree

250.100 Temple. South 12 Can be relocated inside the village. Size 111

250.200 Temple South 12 Can be relocated inside the village. Size 1/2

Lea Associates7 <

F-~

Lea Associates South Asia Pvt. Lfd. La _New Delhi

GRAND TRUNK ROAD PROiECT

ENVIRONMENTAL REPORTINGPre-Construction StageQuarterly Reporting by PIU to CNHAI

Contractor-Supervision Consultant-

Quarterly Report dtd-Package-

(Reporting by PIU to NHAI (Central))Pre-Construction Stage: Quarterly Report: Date Month Year_ _

_________ T 0:Targetsjfor Activity

S.No -ConsRructionActivity ep -i Time Schedule (to be:;0So Pre-Cons00trtionActivity Agency 00Ph.s . Financial completed by ddImmlyy)

Unit lacs

1 Site clearancea Tree Transplantation nosb Tree Felling nosc Utility Relocation md Community Resources nos

Relocation(Signed)

Project Director (Contractor)

Tree Transplantnation Plan containing.Annexur 1- List of Trees to be transplanted including-large, side of road distance from CW of each tree to betransplanted and location at which it is proposed to be transplanted.Annexur 2- L st of Trees to be felled including chainage package, side of road and distance from CW of eachtree to be felled.

Annexur 3-Utility Relocation Plan containing List of all Utilities to be relocated including chainage, package,side of road, existing distance from CW and proposed relocation site details.Annexur 4-Location specific, package wise list of all community resources to be relocated including culturalproperties, wells, handpumps, bus stops.

i _ _ _ __,,W,^R8,BE,E5,P>qvSTwI,N,~~~~~i MI

|(Reporting by PIL to NHAI (Central)Pre-Construction Stage: Quartely Report: Date _--Month Year

Physical Target Financial Target Completion Target

S.No Activity Responsible Target % of task Total Budget Target Date of Completion Reason for

Agnc Total Tage - - . .. .v -. .: Achieved completed (lacs) Spent' . Date if task completed Delay If any

1 Tree Tr-ansplantation nos___.__==_ no2 Tree Felling nos

3 _ Utility Relocation m

(Signed)

Project Director

GRAND TRUNK ROAD PROiECT

ENVIRONMENTAL REPORTINGPre-Construction StageMonthly Reporting by Contractor to PIU

Contractor--Supervision Consultant-

Monthly Report dtd-Package-

(Reporting by Tree Transp antation Contractcr to P U after Certification by SC)Pre-Construction Stage: Monthly Report -Date Month Year_

S.No Chainage Tree Side of Distance CW Date of Chainage of Side of(Km) No Road (NIS) (m) transplantation Transplanted site Road (NIS)

7_ jz I___ __.

____ __ _ ____ ____ ______ _ _ ____

___71 .__ ____ _ _ _ __ _ ___ ____

_z zz____ __ __ ___ _ _ ___ _ __ _ _t_ __________

T _________

.____ I ____________ _-___________

Cer~ifcd th2: the above info-maticn is cor-ect and all ~elevant information as requlired ir, attached

Project Engineer Transplantation (Contractor)'

(SLupervis'lon Consjltant)

(Ru-C l,§,' ay- uee Tfans pantatior Conr.actor to PIU after Certificatnon bySC)Pre-Construction Stage: Monthly Report -Date Month Year_

TyoperReyocateion oa (Kn) Area__ _____ (m Daetbhentf

S.No Chainage rper Package Dlatiof LK Side (NIS) Land Use (Arma Resat ofb

f_ _ _ _ _ _ _ _.._ _ _ _ _

Project Engineer Contractor)

(S~pcrv socn Cco-su tant)

(Reporting by Contractor to PIU after Certification by SC)Pre-Construction Stage: Monthly Report -

S.No Chainage Side (N(S) Date of Relocation

_ _ __ _ _ _ _ _ _ _ _ _ _ _(d l m )

Certified that the furnished information is correct information as required isattached

PFroject Engineer(Supervision Consultant) (Contractor)

RELOCATION OF UTILITIE & COMMUNITY RESOURCES(Reporting by PIU to NHAI (Central)

Pre-Construction Stage: Quartely Report: Date Month Year

Relocation ofCommunity resources

1 Wells nos2 Tubewells/Handpump Jal Nigam nos3 Cultural Properties nos4 Bus Stops nos -_

Certifiedthat the above information is correct

Project Director (Contractor)

GRAND TRUNK ROAD PROIECT

ENVIRONMENTAL REPORTINGConstruction StageQuarterly Reporting by PIU to CNHAI


Quarterly Report dtd-Package-

(Reporting by PIU to NHAI (Central))Pre-Construction Stage: Quarterly Report: Date _Month Year_

S.No PreContrucionctiityResponsible Targets for ActivityS.No Pre-ConstructionActivity Agency Physical Time Schedule (to be completed by

Unit

2 Temporary Acquisition of nossites / Lands for DiversionTemporary Acquisition of

____ Borrow Areas nos4 Identification of Quarries nos

5 Set up of Construction camp nos

6 Set up of StockYard nos

7 Total No of Site specific nosenhancements

8 Total no of Typical nosEnhancements nos

9 Pollution monitoring totallocations

. 0 Landscaping works Separate sheet for10 Landscaping works landcape items

Project Director

ITARGET SHEET FOR EMAP ENHANCEMENT /MITIGATION ACTIONS

(Reporting by PIU TO nhai (Central)

Construction Stage: Report -Date Month Year_Target to be prepared by PIU before Construction periodAll Annexures to be appended with format

Responsi_le Targets for ActivityS.No Pre-ConstructionActivity Aency Target Date

Agency Phy n it sical Financial {ddjmmfyy)____ ____ ___ U n it _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

1 Cultural Properties Contractor nos2 Water Bodies Contractor nos3 Road Junctions Contractor nos6 Bus Stops Contractor nos7 Truck Laybys Contractor nos8 Access control gates Contractor nos

Ramped Access to Contractor9 embankment nos

Stepped Access to Contractor10 Embankment nos11 Sedimentation Chamber Contractor nos12 Chain link fencing Contractor nos

13 Cascade and Gabion Structure Contractor nos

Barrier to prevent Garbage Contractor14 dumping Cos nos15 Handpump Type 1 Contractor nos16 Hand Pump Type 2 Contractor nos17 Hand Pump Type3 Contractor nos _

18 Noise Barrier Type 1 Contractor nos _

19 Noise Barrier Type 2 Contractor nos20 Oil interceptor Contractor nos21 Seating Around tree 1 Contractor nos22 Seating Around tree 2 Contractor nos23 Seating Around tree 3 Contractor nos24 Seating Around tree 4 Contractor nos __X_ X

25 Seating Around tree 5 Contractor nos _

26 Seating Around tree 6 Contractor nos27 Seating Around tree 7 Contractor nos28 Seating Around tree 8 Contractor nos29 Well shaft touching ditch Contractor nos30 Well shaft within embankment Contractor nos31 Well shaft within RoW Contractor nos _

32 Canopy Contractor nos __ _ -33 Washing Platform Contractor nos _ _

34 Shrine Contractor nos

Annexure 1 Location specific list of all cultural properties to be enhancedAnnexure 2. Location specific list of all Waterbodies to be enhancedAnnexure 3. Location specific list of all Road Junctions to be enhancedAnnexure 4. Location specific list of all Bus Stops to be enhanced

Annexure 5. Location specific list of all Truck Laybys to be enhancedAnnexure 6. Location specific list of all accesss control gates.Annexure 7. Location specific list of all Ramped accesses to Embankment.Annexure 8. Location specific list of all Stepped accesses to Embankment.Annexure 9. Location specific list of all Sedimentation Chambers.Annexure 10. Location specific list of all Chain link fences.Annexure 11. Location specific list of all Waterbodies to be enhancedAnnexure 12. Location specific list of all Waterbodies to be enhancedAnnexure 13. Location specific list of all Waterbodies to be enhancedAnnexure 14. Location specific list of all Waterbodies to be enhancedAnnexure 15. Location specific list of all Waterbodies to be enhancedAnnexure 16. Location specific list of all Waterbodies to be enhancedAnnexure 17. Location specific list of all Waterbodies to be enhancedAnnexure 18. Location specific list of all Waterbodies to be enhancedAnnexure 19. Location specific list of all Waterbodies to be enhancedAnnexure 20. Location specific list of all Waterbodies to be enhancedAnnexure 21. Location specific list of all Waterbodies to be enhancedAnnexure 22. Location specific list of all Waterbodies to be enhancedAnnexure 23. Location specific list of all Waterbodies to be enhancedAnnexure 24. Location specific list of all Waterbodies to be enhancedAnnexure 25. Location specific list of all Waterbodies to be enhancedAnnexure 26. Location specific list of all Waterbodies to be enhancedAnnexure 27: Location specific list of all Waterbodies to be enhancedAnnexure 28. Location specific list of all Waterbodies to be enhancedAnnexure 29. Location specific list of all Waterbodies to be enhancedAnnexure 30. Location specific list of all Waterbodies to be enhancedAnnexure 31. Location specific list of all Waterbodies to be enhancedAnnexure 32. Location specific list of all Waterbodies to be enhancedAnnexure 33. Location specific list of all Waterbodies to be enhancedAnnexure 34. Location specific list of all Waterbodies to be enhanced

ITARGET SHEET FOR POLLUTION MONITORING(Reporting by PIU To NHAI(Central)

Construction Stage: Report -Date Month Year_

Target to be prepared by PIU before Construction period

All Annexures to be appended with format

First Year of Construction- Second Year of Construction-S.No Monitoring to be complete by- Monitoring to be complete by-

Locations for Rainy Winter Summer Rainy Winter [SummerMonitoring Season Season Season Season jSeason ISeason

Air Pollution Monitoring

a

b

cXd e

Noise Pollution Monitoring

a

b

ic-

Water Pollution Monitoring

a l

b _= =

eSoil Pollution Monitoring

a l llll

b Cllllll

- d 1

d }

REPORTING FOR ROADSIDE PLANTATION

(Reporting by PIU to NHAI(Central))

Construction Stage: Quarterly Report -Date Month Year___

Physical Target FInanclal Target Completion Target

Silo Activity, Target (tree?shrubs to be Date of yI% of tak L T.tal, Budget Reason fr Delayif

planted Trn PPackai for this T eidp %T Compleon ikf-

2 Plantation on Medians c-km = 0 0 4 pent 0 g, Dat

7 Quarter~~~~~~~~~~~~ conipiet an~~~~~~tak omlee

Unit trees C

1 Tree Plantation atong roadside km-km

2 Piantation on Medians k-km

3 Landscaping of Road Junctions nosf

4 Plantation at Incidental Spaces nos

6 Landscaping on Noise Barrier Walls nos

Plantation at Locations identified forenhancement nos

Turfing on Embankment km-km

8 Shrubs on Embankment km-km

Certified that the aboveinformation is correct

Project Director


ENVIRONMENTAL REPORTINGConstruction StageMonthly Reporting by Contractor to PIU



(RenQrting by Contractor to PIU after Certification by SC)

Construction Stage Report -Date_Month_Year-

Site Layout of Borrow Area and Proposed Borrow Area ReDevelopmentPlan to be attached with formatFormat to be submitted before target date as (decided by PD) for establishing QuarriesBorrow Area no. BA

Location of Borrow Area (Km)_ _ Package_

S.No Item Unit Details Remarks by SCDate of Borrow Areabecoming operational

___ dd/mmlyy

Current Landuse

No of settlements within500m of Borrow Area nos

Total Capacity cum

No of Trees with girth nosmore than 0.3 cms

* Length of Haul Road pkm

, Width of Haul road rm

X|Type of Hqaul Road |metal/dirt| NO of settlements within go

200m of Haul Road nos

Size of Borrow Area sqkm

Area of Borrow Area km x km

Quantity Available cum

Dist of Nearest Water yiPresent

Source ~~~Use/OwnershipQuantity of top soil cumremoved

Detail of storage of topsoil

Certified that the furnished information is correct and all relevant information as required is attached

Project Engineer (Contractor)(Supervision Consultant)

Construction Stage Report -Date_Month Year_

Site Layout of Quarry and Proposed Quarry ReDevelopment Plan to beattached with formatCopy of Licence to be attached with formatFormat to be submitted before target date quarries as (decided by the PD) for establishingQuarry no.Q-Location of Quarry (Kmi) Package

S.No Item Unit Details Remarks by SC

Location ChLicense noLicense Valid till DateSize of Quarry m xmArea of Quarry km x kmQuantity Available cumTotal Capacity cu.mNo of Settlements within 500mof Quarry nos

Width of Haul road m

Type of Haul Road metalled/dirt

Length of Haul Road sqkm

No of Settlements within 500m Nameof Haul Road

Distance from Nearest Water Type/DistanceSource= Whether Crusher Plant located Yes/No

I___Ion Site Yes/N


Project Engineer Contractor(Supervision Consultant)

I -� I - tW

Construction Stage: Quartely Report: Date RMonthemek b

(Site Layout of StockYard to be attached with formatn

Fornnat to be submitted before target date (decided by PD) for stockyard to become operational

StockYard no.SY-

iLocation of StockYard {Km). Package-

S.NoJ Item Unfit M 09 >: 0Dtls ;f01 tl:Remnarks by SC

1Detail of stockyard dated Sy belowingoperational dd/mmlyy

a Present Landuseb Size of stock Yard sqkmc Area of Stock Yard km x km

d No of settlements within 500m of stockYard

e Length of Haul Road km

f No of settlements within 500m of stockYard

g Distance from Nearest WaterSource ypezeac

h No. of trees with girth more than 0.3m.

2 Details of Topsoil Stacking _ _

a Quanbty of top soil stacked cumb Details of Topsoil Stacking

Storage Category Details

a Cement cu.m.b Aggregate (Coarse) cu.m.

c Bitumen No. of drumsd Diesele Sand X_X

f Aggregate (fine)p Water tank litres

3 Details of Vehicles _

a No of Tankers nosb no of Trucks nos

4 Details of Equipment

a StoneCrushing Plant nosb Batching Plants nos ____

c Hotmix Plants nosd WetMix Plant nos

5 Details of workforce

a Total No of Labourers nosb Total no ot Male Workers nos

c No of Male Workers below 18 years of age nos

d Total No of Female Workers nose No of Female workers below 18 years of age nosf No of children

6 Details of facilities

a Fencing around SlockYard YIN

b Availability of security guard 24 hrs a day YIN

c Details of First Aid Facility


Project Engineer (Contractor)

(Supervision Consuitant)

(Reporting by Contractor to mIU ahTer Certdiication by SC)

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)

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

Camp no.WC

Location of Camp (km _ Package -

S.No Item Unit Details Remarks y SCit any

1 Detail of item camp

a Size of Camp mxm

b Area of Camp sq.m

c Distance from Nearest SettlementType/Size/Capaci

d Distance from Nearest Water Source ty/PresentUse/Ownership

Date of camp belowing operational dd/mm/yy

Present land useNo other trees with girth > 0.3m.

2 Details of toposoil stacking

a Quantity of top soil removed sq.m

Describe

b Detail of storage of topsoil stacklingarrangement

3 Details of workforcea Total No of Labourers nosb Total no of Male Workers nos

c No of Male Workers below 18 years of age nos

d Total No of Female Workers nos

e No of Female workers below 18 years of age nos

f No of children nos

4 Details of dwelling units

a No of dwellings/huts nos

b Minimum Size of Dwelling mxm

c No of openings per dwelling nos

d Minimum size of opening mxm

e Walls specifications

f Roofing spectfications

g Flooring . specifications

h Drinking Water Tank specifications

Capacity of Dtinking water Tank cum

j Size of Drinking Water Tank mxmxmk Total no of WC nos

I No of Wcs for female workers .nosm Minimum Size of WC mxm

n Total No of Bathrooms for female workers nos

o Size of septic tank for WC/Baths mxmxm

P Capacity of Water Tank for WCs/ Bathrooms and

general purpose

q Fencing around camp Y/N

5 Details of facilities

a Availability of secunty guard 24 hrs a day Yes/No

b Details of First Aid Facility Yes/No

c Aval/ability of Day Care Centre Yes/No

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

Project Engineer

(Supervision Consuitant) (Contractor)

EMAP REPORTING OF POLLUTION MONITORING

(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date Month Year_

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

Completion TargetDetails of Duration of, Instruments h Date of

S.No Chainage Loain Mntng :Used 0.0tVXagt on,Rini Reasont for Delay

M ir I f:: ;nUDate task completed rif any

Air Monitoring

Z3.4

Water Monitoring

134

5Soil Mon itoringll

Noise Monitoring _ _ _ _

2l3l

4l

3:

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

|the SCl

|Project Engineer Contractor lN(Supervision Consultant) _ l

REPORTING FOR MITIGATIONS/ ENHANCEMENTS

(Monthly Reporting by Contractor to PIU )


Physical Target Financial Target Completton Target

Item Target % oftask Total ~~~~~~~~ ~~~~~~~~~~~Date of ResnfrDlyI

No, Item TTarget Targetd cofptas Total Budget Spent % used Target Date Completion Reason for Delay ifAchieved completed (lacs) ts opee n

1 Cultural Properties Unit

2 Water Bodies nos

3Road Junctions m

6 Bus Stops nos

7Truck Laybys

8 Access control gates nos

9Ramped Access to embankment nos

10 Stepped Access to Embankment nos

Sedimentation Chamber nos

12 Chain link fencing nos

13 Cascade and Gabion Structure nos

14 Barrier to prevent Garbage dumping nos

15 Handpump Type 1 nos

16 Hand Pump Type 2 nos

17 Hand Pump Type3 nos

Noise Barrier Type 1 nos18

.

19 Noise Barrier Type 2 nos

20 Oil interceptor nos

21 Seating Around tree 1 nos








29 Well shaft touching ditch nos

30 Well shaft within embankment nos

31 Welt shaft within RoW nos32 Canopy nos

33 Washing Platform nos

34 Shrine nos

Certified that the mitigation/enhancement works have been completed as specified and as per

Project Engineer Contractor I(Supervision Consultant) f

[-1-AAP SEPQRTJt4~ FOR DUET $U~pf..iQ_ A .... ..(Reporting by Contractor to PIU after Certification by SC)


Frequency and Quantity of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road

Format (Reporting Format No - ) for each Borrow Area prepared during Pre-Construction stage to be submitted during each montly reporting

.......... .......~ ........... ..

BA1 ~~... .................................. ........ .... ._ :--s______

Frequency of Sprinkling of water at

Borrow Site (times/day)

Total Quantity of Water

Sprinkled(litres)

BA4 Frequency of Sprinkling of water onHaul road (times/day)- --

Frequency of Sprinkling of water atBorrow Site (times/day)

Total Quantity of WaterSprinkled(litres)

| c E Frequency of Sprinkling of water onBA .IHaulrcad(tmes/day)

Frequency of Sprinkling of water at.B__lorrow Site (times/dayv) Total Quantity of WaterSprinkled(Iitres)-…

Certified that the above mentioned works have been completed as specified by the Project Engineer and PIU

Project Engineer Cnrco

EMAP REPORTING FOR DUST SUPPRESSION AT QUARRYAND CRUSHER SITES


Construction Stage: Monthly Report -Date_Month Year_ _

Frequency of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road |

Format for each quarry prepared during Pre-Construction stage to be submitted during each mnontly reporting

Date

Codea ItemCode ~~~~~~~~~~~~1 23~~~~~~456s86 O11 12 3 14 A j6iTi1 22 2 25 2e22S129 30

Q__ Frequency of Sprinkling of water on Haul road (times/day)

Frequency of Sprinkling of water at Quarry Site (times/day)

Frequency of Sprinkling of water at Crusher Site (times/day)

Total Quantity of Water Sprinkled(litres)

a_ Frequency of Sprinkling of water on Haul road (times/day)




a_ Frequency of Sprinkling ofwateron Haut road (times/day)




0_ Frequency of Sprinkling of water on Haul road (times/day) __ _

Frequency of Sprnkling of water at Quarry Site (times/day)


Total Quantity of Water Sprinkled(litres) _

Certified that the above mentioned works have been completed as specified by the Project Engineer and PIU

Project Engineer Contractor

(Supervision Consultant)

ENHANCEMENT OF CULTURAL PROPERTIES(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date Month Year J

_ L*oP.tlon(Ch) Slde(N/S) a,.gm,68pnd @t$ n- A-.t'-' pleion TargetS. No. e fr}m

=~~~~~~~~~~~~~.~~~~~~~~~~~

Certified that the mitigation/enhancement works have been completed as specified and as per prevalent good constrcutionpractices.


ENHANCEMENTIMITIGATION OF WATER BODIES(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date Month Year ]S. LocationJ Side(NIS) 2| Completion Target

S. Location/ n 0sNo. Chainage Dat of Comrpletion Reaso mfor

from Cw(m~) Target Da-te ftakcpled Dlyian

-T___ _-___

|Project EngineerE (Supervision Consultant)

2

[ ~~~ENHANCEMENT OF WELLSl(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date Month_Year

Location/ Side(NIS) and Completion TargetS. No. Caina Dist from

Chainage CW(m) Target Date Date of Completion if Reason for Delaytask completed if any

Certified that the mitigation/enhancement works have been completed as specified and as perprevalent good constrcution practices.


ENHANCEMENT OF HANDPUMPSl(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date_Month Year__

Locationl Side(NIS) 0 $0 Completion; TargetLoation/ :X Scy x ;S. No. Loc ~Dist from

S. No. Chainage Dlstfrom :: ::; ;~ Date of Completion if Reason for DelayS. No. Chainage CW(m) Target Date. task completed if any

Certified that the mitigation/enhancement works have been completed as specified and as perprevalent good constrcution practices.

,Project Engineer Contractor(Supervision Consultant)

ENHANCEMENT/MITIGATION OF BUS STOPS(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date_Month Year

Loa.o Side(NlS) and Completion TargetS. No. Location/ Dist from

Chainage CWtm} Target Date Date of Completion Reason for Delay if any

I

Certified that the mitigation/enhancement works have been completed as specified and as per prevalent goodconstrcution practices.


LANDSCAPING ALONG ROADS: SURVIVAL REPORTING


Construction Stage: Monthly Report -Date Month Year______

Landscape ;. i ;- Roadside trees Shrubs In Median Turfing on Median Turfing on EmbankmentSection

S. No.

1btaiTie~~~~~~~a ~Total,/ Total turfed TtatueKm4W $. it ' 0 < t r A ,,, Survival Shrubs Total O p a 't

.,"Iva l 7 . . .su

nos ~~nos_ _ os 'V __ _ a noso no_, V~~ nos nos os6 %

Certified that the furshed information is correct



REPORTING FOR ROAD SAFETY AT DETOUR ON TEMPORARY DIVERStONOne time reporting on commencement of construction in the Construction zondSketch of Construction Zone showing all sub zones and location of signs etc to be attached with format


Format on Acquisition of Temporary diversions to be attached with format

Construction Stage: Monthly Report -Date_Month Year

DIVERSION NO-

LOCATION (km J

S.N Item Unit Compliance Remnarks

1 Details of Construction Zone

a_Length of Construction Zone in km

b Distance between this and next Construction Zone in km

Length of Transition Sub Zone(should be min 50 fro a speedc of 50 kmlhr) in km

Length of Work Sub zone in urban stretch (shouldd be<2 km ) in km

E Length of Work Sub zone in rural stretch (5-10 km) in km

fDistance between two work sub zonesNorth side South side

2 Signages in Construction Zones

Signage in Advance warning sub zone

a Sign saying 'Men at Work' I km ahead of Transition sub zone Y/N

b Supplementary sign saying Diversion I km provided Y/N

c Sign saying ' Road Closed ahead' provided YIN

d Compulsay Tum RightLeft sign provided Y/Ne Detour sign placed Y/N

Sharp Deviation sign placed at end of advance waming subfzone Y/N

_ Signage in Transition Sub Work zone

g Signage saying 'Keep Right/Left provided Y/N

h Delineators placed along length of transition Y/N

Signage in work sub ZoneHazard Marker placed where railing for CD structure on

I diversion starts Y/N

Barricade on either side of of work sub zone Y/N

__ Signage in Termination sub zone

Sign for Indication of end of work zone 1 20m from end ofk termination sub zone Y/N

Certified that the road safety meqasures have been adopted as specified and as per the directions of the SC


EMAP REPORTING OF POLLUTION MONITORING


Construction Stage: Monthly Report -Date Month Year_ _

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

Completion TargetS.N Chaina Details of Duration of Instruments Date of

S.No Chainage Location Monitoring Used Target Completion if Reason for Delay_ _ _ _ Dat task completed if any

Air Monitoring

2 _ _

3-4

Water Monitoring

45_

Soil Monitoring123

45

Noise Mo nitoring

2l3

3_

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

Project Engineer Contractor i(Supervision Consultant)l

1___ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _.__ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _

JENHANCEMENT OF TRUCK LAYBYS(Reporting by Contractor to PIU after Certification by SC)

Construction Stage: Quarterly Report

S. No. Location/lieNS Total Task cmltaski

S. No. Chainage Side(N1S) (nos.) previous

Certified that the mitigation/enhancement works have been completed as specified andas per prevalent good constrcution practices.


REPORTING FOR ROAD SAFETY FOR PARTIAL CLOSURE OF TWO LANE CARRIAGEWAYOne time reporting on commencement of construction in the Construction zoneSketch of Construction Zone showing all sub zones and locabon of signs etc to be attached with format


Format on Acquisibon of Temporary diversions to be attached with format

Construction Stage; Monthly Report -Date_Month Year

DIVERSION NO-

LOCATION (km)

S.N Item Unit Compliance Remarks

_1Details of Construction Zone

_aLength of Construction Zone in km

-b Distance between this and next Constructon Zone in km_Length of Transition Sub Zone(should be min 50 fro a

_c speed of 50 km/hr) in km Length of Work Sub zone in urban stretch (should

d be-2 km ) in km

e Length of Work Sub zone in rural stretch (5-10 km) in kmfDistance between two work sub zones

_____________________________________________ North side South side

2 Signages in Construction Zones

Signage in Advance warning sub zone

Sign saying 'Men at Work' I km ahead of Transition suba zone YIN

b Supplementary sign 'Diversion 1 km' pnovided Y/NSign for 'Road Narrowing" YIN

d "Compulsay Tum RighULeft" sign provided Y/N

Sign for "Closure of Carriagewayf along with "KeepRight/Left' at point from where vehicle is expected tochange lane for diversion Y/N

Sign for "Diversion to toe other caniageway' between_ above sign and median gap Y/N

Sign for "Sharp Diversion of Route" with compulsary 'TumnghtUTum left' provided where gap in median openingstarts and traffic is diverted to other carriageway Y/N

Sign for 'Two way traffic with plate indicatng distance towhich two way traffic is allowed placed at median to left ofmovirg traffic. Y/NDelineators placed starting from Carriageway closed signalong the centreline of Cw

e Detour sign placed YINSharp Deviabon sign placed at end of advance waming

f sub zone YIN

Signage in Transition Sub Work zone

g Signage saying 'Keep RighrLeftlprovided YIN

h Delineators placed along length of transition YIN

Signage in work sub Zone

Hazard Marker placed where railing for CD structure onI diversion starts YIN

Barricade on either side of of work sub zone YIN

Signage in Termination sub zone

Sign for Indication of end of work zone 1 20m from end ofk temmination sub zone YIN

Certified that the road safety meqasures have been adopted as specified and as per the directons of the SC


(Supervis on Consultant)

CONSTRUCTION CAMP HYGIENE REPORTING

(Reporting.by Contractor to PIU after Certification by SC)

Construction Stage: Monthly Report -Date Month Year___

S.No Item Unit Quantity Remarks

2 Total No of WCs3 No of WCs Functioning4 No of Bathrooms functioning5 Water Tank cleaned Yes/No6 First Aid Facilities Available7 Emergency Vehicle available &

functioning

8 Camp visit by Doctor/month no of times

9 Accident occurred, if any Deatails to

. ~~~~~~~~~~Details to10 Measures taken betgiven

be given

11 Security available 24 hrs daily Yes/No

12 Waterlogging if any in Camp Yes/No

13 If yes,measures taken





Construction Stage: Monthly Report -Date Month_Year

Frequency and Quantity of Sprinkling of Water on Haul Road to be decided by SC afterInspection of Condition of Haul Road

1 Rivers.

3 $Tubewells r X w-

4 Other source/tankers C

Total Water Used .

Certified that the avove information is correct



ENVIRONMENTAL REPORTINGOperation Stage

4 Monthly Reporting by Contractor to PIU



c re<

IE]

rt?

Lea Associates South Asia Pvt. Ltd. Lea AsoaeIsNew Delhi

[-A

AS PER LENGTH OF COMPOUND WALL L LLLLL LGAVIN PERt NGTH OF COMPOUND WALL

LLLLLLL L

{ 11 COPING- X ~~~~~~PLAN|

| ~ ~ ~ ~~~P00 (0 CEET IE COPING IN )+SS)L

.C.C~~~~~~~~~~~~~~~~P00 ( M 2 0) w DEALTB L SCAL

10K EAT THICK WALLLLL

SECTION A-A 258 2 L

BRICK WALL 347RAVM R4ESH DOJECT GRAND TRUNK ROAD PROJECT National HIhways Authority OT India

NOTES ~ ~ ~ 20M

P.C.C. (M20) CEMENT TILES~ ~ ~~~~~~~~~~WE~ET SEA4INTL EIO

II POU..OwWRmEN DIMENSIONS ONLY CNECKEDo HRUSHIK<ESHENTEV0ENARUF;1

21 AI.L DIMENSIONSMM INPMM COPING I

31 SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON4 APPROVAL OF WL . EINDHRSIE3 TITL~E DETAILS FOR PREVENTION OF DIRECT ACC~ESS ON HIGHWAY Le.a Associates South Asia Pvt. Ltd. 3SERSOONLATPREC M2

- .~~~~~~~~-i SCALE

1s Tr THF FDAF re RS | SD ECCT- TM =

CEtHT ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~1 TlA `.C. ON (MM,(H11

7 To II T._,,T - Ii

loo.~~~~A ON P.C.C. (H-2o 03- =) .

S52rN A-A

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. ....... ..... -........ ................... ............................................ H,.. ,

A. ||. | . L ...................... I. ''''''i'-llifili ii iiiiiiiiiilllliilllllll................. ....................................... s j''St'''''''''l""'''''''W '''''"'''''"'''.......................................~~~~~~........I ......................

..... .... 4 1| 1 : -................... ~~~~~~...... ................. T. . . ....................................................

LPLA T. 1:ACCESM SA.SA 22oM

| n : | b w | ° s ^ | E n GDRUNK D N SI | Nati 8 > A u N lndlTM a.9 , MA.| 1) FOLLOWWRITTEN DIMENSIONS ONLY [ | CHECKED: | HFtUSHIEESi IHNOENT....... ...... . ......... |.. ....

| WAL DIENION I MMUNESs OHERIS SATE | 3 STE PEIFC CANESIF NY T BEMAE NLYONAPROVL F |SCLE I:O DS"GED| RUSIKSH| TTL FMPEIACESLTIEBANMETI LeIAsoiats ouh Ala I. Ld. A

| THE ENGINEER | | APPROVED: | DIPAU | |j P h n.7 §~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~SAL

MANHOLE (.2 M. x 0 .6m.

12MM THICK PLASTER DITCH LINEDITCH LIN

RUNGS (MS SCIN OENING FOR DITCHW5ME X 05M.3 0.45M. C/C : .IF SL WATER 10.6M. x 0.6M.)WIDE Ca 0.3m. C/c BR

CAST IRON PIPES ON CAST IRON PIPES ONEITHER OF THE SIDE - EITHER OF THE SIDETOWARDS POND TOWARDS POND(0.9M.DIA.) - - . 3O (0.9M.DIA )FOOTIN

REINFORCEMENT AS - FOOTINGTANK. 12MM0 MAIN IREINFORCEMENT, 8 MM SECTION X-X CAST IRON PIPES ON ELEVATIONDEIANDISRCEMUT EITHER OF THE SIDERE INFORCEMENT TOWARDS POND

X- (O. 9M.DIA. )X-~~~~~ (0.9M.DIA.) ~~~~~~~~~~~~~6MM DIA~ @150MM

______ = IMANHOLE (1.2 C/C ASM. X 0.6M.) DISTRIB ION7 r _ __ _ 1WING WALL REINFO EMENT

- ~~~~~~~~~~~~~~~~(TREATE A N

f 1T X _ . TjU/H ~~~~~~~~~12MM THICK |WAY SLE,AON~PLASTERZING (I:3 MORTAR) rr rr

F- i I--IlhOPENING FOR DITCH

WATER (0.6M. x O6m )t : | 1 1 1 : _ = ~~~~~~~~SILT FENCINGI,t||| 1loAMMMA0@N0mm C/C16mm 0 IRON IREINFOR CEMENT|||t|BARS . . ... I (TREATED AS ONEt7~ii~~jj t - - FOOTING SCALE,

X l SCALE~

PLAN TOP SLAB REINFORCEMENT _ *

NOTES :1) FOLLOW WRITTEN DIMENSIONS ONLY |Dr100 No: T-4 DRAVNm; HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT National Highways Authority Of India2) ALL DIMNENSIONS IN MM UNLESS OTHEftWSE STATED . ..E. .-3) EITHER OF THE PIPES HAS TO BE USED DEPENDING LIPON CHECKED:| HRUSHIKESH| INWDIDENT DJ0W2400IETNL REUWISU_

THE SITE CONDMON SCALE: 1:E| DESIGNED: HRUSHIKESH TITLE SEDIMENTATION CHAMBER Associates South Asia Pvt. Ltd. 31 SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL DIA N- .v22OF THE ENGINEER APPfROVED: DIPALUPO.0520 520

NAlUPAL FALL UNE OF 1THE IJSg(eCT UNE WERIMNS iF;ZNG

0 OF S =O C A W WALL TO B IF R SE E E AND I PROFIE OR MOLRW ANER D R LE Of /I 1OF OrrCH 10 aE PROTECFM WIIH TO BE 10 j: M 0LV

ON -' O

FC ONCDsCI- MSCELLANEUS DErAIL _ 0EREE 111sf

S£FE IECIIDN' [ ~~~~~~~~~~ ~ ~ ~~~~~~ ~~~~~~~~~~~~~~OR EQUIAUWE sT - SU"R APPROJED

CASCADE (STANDARD_LONGITUDINAL SECTION

GABLON BOO LAID ONUAND AD

DETA^IL3 CROLNDDRSNAGE ClA4

350 M~~~~~~~ONKLONACnnEI ASION ON EOLNALEAS

1OA0

I -<: 1~~~~~~~~~~~~~~~~~~~~~~~~~OILL 1401W Oft %.

/SitR PRO lKEIP OR EOUOVALENT SABION(tI.G.)

IF rNECtIMED AN0L LEO GROUN BD OT

21.1OF DiTCH TO BE PF WH ECHLE 14N OR MA110

10BI OIN DR ETUHVlENTP.C. RLOOKS LAID ON GEDTE)SUE

MARPRORFC.EROK To ON MSELNOS DErAsL DETAILPSWE

BURLE PRO ON IBS 0S OCTA CASCADE CROSS SECTIONSLOPE P f

ESCUUM, AND COfIED

GABOc R N -DETAIL-2

Im IN TO CHANNEL SW BANK PROFILE

NOLWI PROFILE ON RhOM BAMPROFL LAID|- 5 t r ~~~~~~LAWT WEIR WALL TO BE CONSTRCIE MDOD v __ (CC} 111 el~~~Wff PROITHL11E OR RNER S6A AND N|

R FLDW -ENS! OF WR WALLE TO NE lOOD IEE1W.

GEoTEXalLE Mwl 14DN B L ONOR SO"ALAROV

GCA AKC EOETLE 14CN OR| |OF SCASCE ANC WING WALL CS105 :-(WC 511LR ^PR9D

. WIIH D^PHRSClfS W -mYII~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ONBX LAJD ON

TYPICAL CROSS SECTION DETAIL THROUGH C OOMPADDSTEPPED GABION "CASCADE' FOR DITCH ENDING DETAIL4

DETAILS OF GABION BASKET RETAINING WALLS

NOTES: D :T. DRAW.N: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT 1tioaEl Highways Authodty Of IndiaI) FOLLOW WRITTEN DIMENSIONS ONLY CHECKED. HRUSHIKESH NEWDINT ENMORNWENTAL REVMEW O-2) ALL DIMENSIONS IN MM a_AiaPv. td3SEPICNISF TB N PV OoTTo w DESIGNED: HRUSHNKESH TITLE CASCADE AND GABION STRUCTURE Lea Associates South Asia Pvt. Ltd.3I SITS SPECIFIC CHANGES IF ANY, TO BE MAE ONLY ON APPROVALI OFSUPERViASION CONSUL.TANAT APPRVDDPLI

W-EEO.650

l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ l

T-C~~~~~~~-1

555. -- IL T,__,

-10 Ct4 #.. 141 5 t .D

I) FOLLOYWWRITrEN DIMENSIONS ONLY CHECKED: HRUSHIKESH lH*aDET.N0

RNMNTAIRSAE6&

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED SCAE 1.25 DESIGNED: HRUSHIKESH TITLE (eoa Associates South Asia Pvt. Ltd.3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF CHAIN LINK FENCING A.~Ft .Y

SUPERVISION CONSULTANT APPROVED: DIPALI e lP6 40 01P020

RAIUNG TYPE 1_

75 X75 X 6 c /

SEC . AN DUMPER

75MM THICK P.C.C. - - - - - - - -____ (M20) BED ACTING AS -A D.P.C.

LENGTH

75MM THICK P.C.C. (V20)c

RAMDBRICKWALI...

DETAILS OF BARRIERSCALE PROPOSED MITIGATION TO PREVENT

RAMMED BRICK ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ARG DMPN

500MM 200MM 0MM 5P0MM 1OOMMGR0

~~~~~~~~~~~~~8 0

NOTES: Dmwnc~ No:T-7 DRAWN: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT 1aiof

1) FOLLOWWRITTEN DIMENSIONS ONLY CHECKED; HRUSHIKESH INDODIENT ENVRONMENTAL REVEWR21 sAL DIMENSIONS IN MM UNLESS OTHERWISE STATED_2) SIE SPECIFIC CHANGES IF ANYS TOS 6ERADE ONLYS A SCALE: 1:20 DESIGNED: MRUSHIKESH TITLE BARRIER TO PREVENT GARBAGE DUMPING ON HIGHWAY SIDE L 3a Assoiates South Asia Ltd.

THE ENGINEER APPROVED: DIPAE:,OI.

SECTION B-B

,.o,oa.fwno|, SECTION A-A 000 OaDDoacOOOOOO 0 00 00000oD0D

t / .u L 3N13B3D~~~~~~~~~~~~ e3300003 33B33oOOOaOOO3 000 333|0000 Ococa Eoa

tfIttOvO ~~~~~~~~~~~~~~~~I 0000°a 000000 000000 00000q00 0DDDDD3ooDL,,=~~~~~~~~~~~~~~~~~~~~~~~~~~~~HN... Hl ... cesc= lw _~~~~~~~~~~~~~~~~~~~~~~~~~~ ....... .....

PLAN~ ~ ~~~~I

_~~~~~~~~~~~~~~~~~~ ..

.~~~~~~~~~~~~~~~M .0 r

00000000 0000000 00000 00

... ...... .....o .ama a...aaa

DFrALS OF SLA

A A

REINFORCEMENT PLAN OF THE SLABPLAN

DnAg NM DTAWN HRUSHEIESH PRJC RN RN ODPROJECT NiUonal Highways Authority Of India1) FOLLOW WRnT-EN DiMENSIOS ONLY CHECKED: RsNIS RSNDIEN0T ENMRSINmENTAL REVIWW-1

2) ALL DIMENSIONS IN MM UNLESS OTHERVWISE STATED SAE 50TL LmAssocIates Souh Aiv.Ld3) SThE SENCIFIHN GES IF ANY, TOB AEONLY SCAE.VAPPRSOGEDVALHEESOTFLEHANDPUMP TYPE 1THE ENGINNER ~ ~~~~~~~~APPROVED:DPL 4E.aI10

00$ .C.C. (1:3-.1)

_ _ _ DITCH _ ~~~~~~~~~~~ ~~~~~~~~~~~~~~~P.C.C. (MM0) AlA .... A B B

........ -. DRIN.. II .KHANID PUMPI......... H D PPl I I ... ED. .......

..... ... ... APO. ARD:::: APRtON

PLAN PLAN

2 R~~~~~~~~~~~~~~~~RICK WORK S

# = ULJ ~~~~~~~~~~~~~CEMENTf MORTAR (M20o) AND HK*HWAY - ^ HIGHWAY SWRRY

DRAIN =. _ _

SECTION A-A SECTION B-BTYPE 3: TUBEWELL ON TYPE 2: TUBEWELL

SCALE EDGE OF THE DITCH WITHIN ROW

NOTES: NODT-9 DRAWN: HRUSHKESH PROJECT GRAND TRUNK ROAD PROJECT A Authoty f India1) FOLLOW WRITTEN DIMENSIONS ONLY CHECKED: HRUSHIKESH INDEDENET ENIVROMMENTAL REMEW2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED 150 DESIGNED: HRUSHIKESH3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF TITLE HANDPUMP TYPE 2/3 s Associates South Asia Pvt. Ltd.THE ENGINEER APPROVED: DIPALI I e6

-~~~~~~~_I

I MCOPING a(OU2

AUTOCLAVE CEU.ULARCODNCRMT BLOCK

P.C.C. (M420) BAND

EXISTING BRICK WALL.

ELEVATION SECTION

-~~~~II~~~~ll~~~~~IIE~~~~~~'-2 ~ ~ ~~~~~ -~~~ ELEVATION SECTION

FIRST COURSE OF EXISTING WALL FIRST COURSE OF AUTOCLAVE CELLULAR- - E: ±-KU -

FIRST COURSE OF BRICKS IN RAT-TRAP SECOND COURSE OF BRICK IN RAT-TRAP~~-'--L~~~~~~~d A ~~~BOND BOND

i I w m I- FI_I

SECOND COURSE OF EXISTING WALL SECOND COURSE OF AUTO CLAVE CELLULARBLOCK TYPE 2: NEW BRICK WALL WITH CAVITY

TYPE 1: EXTENDING EXISTING WALL AS A SCALENOISE BARRIER 50woi MO ajw iom

Dr&Mn N.: T-10 ~~~~~~~~~~~~~~~~~~~~~~~~National Highways Authority Of IndiaNOTES: N:T1 DRAW1V. HRUSH4IKESH PROJECT GRIANDI TRUNK ROAD PROJECT IE~A-1) FOlLLOWWRITTEN DIMENSIONS ONLY CHBCKED: HRUSH4IKESH RNXEPDWIT ENMONMENITAL REIAEWM-I!h21 ALL DIMENSIONS IN LOA4 UNLESS OTHERWISE STTE -aAscae othAI .Ld31 SrrE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OEINDF UHI5N~NOISE BARRIIERS: TYPE 1/2

THE ENGINEER APPROVED: DIPALI

COPING _ _ ___ -

BLOCK L OCK

MESONRY I' MASONRY

ON~~~~~~~~~~~~~~~~~~aON I~~~8MM PLANTER Ocu ~~~~IN 1:6. MORTAR

| G '= - -- -=-E E .-----

150MM THK. P.C.C. BED F] P.C.C. (M20) BED o

(M20) ELEVATION SECTION A-A

540MM THK. A LC 1000F.C.C. BED (Y'O2CK. - -7-

r -- -15 - - -1 - -

PLAN - SECOND LAYER AUTOCLAVED CELLULAR CONCRETE BLOCK540MM THK. I LCUT BLOCK CUT BLOCKP.C.C. BEDr37 - - -- 1 …

F 2 L A ----- ~-- UT BLOCK oS |____________

_470 SCALE

PLAN - FIRST LAYER DETAIL B |

NOTES: DMIT.¶1 DRAWN: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT ,ialHi AuthorityOfndia1) FOLLOWWRrrrENDMNSIONSONLY CHECKEO: HRUSHIKESH IJENPDENET ENMRONMENTAL R_W SIr2) ALL DIMENSIONS IN MM UNLESS OThERWiSE STATED SCAE: :0DSGE:HUHKS IL e soitsSuhAi v.Ld3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF 1 tESIED: HRUSHIKESH TITLE NOISE BARRIER: TYPE 3 Los Ass South Asia Pvt. Lt.THE ENGINEER APPROVED: DIPALI .a

I , 1 C -L^20RSU T 3 Cr~~~~~~~THCK MN 25MM TN O rL1T N"RfR

'~~~~~~~5M 7 - P . .NW) T^ R AM 1 CBDI W _ X _ |

so- RNISM WRH MYCOM SLLwdky~~~~~~~~~~~~~~~~~~~~~~~~~lRs 1I

|~ ~ ~~~~~lM nHC CDEM PLM N;a IAMRA

P.C.C. FOUNDATION M20 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~P0 110

SECTION A-A SECTION B-B

550MM MOCK BWP" 155W 30uu TMCK P.-C. NW)=AIR" 1:3 CDof IENT I F:eHOFRAFSf WffH NTCEOUD SLVRPY

OSAimI IS UNIGIT i mo A 525055 111011 GI 2SWR Tha151HKAM TCI TI

1"T L -I I PLAN - PLAN

TYPE I TYPE 2 SCALEJ

5MMO0MMM500MM

NOTES: 051111*55 No: T.~~~~_ 9r12 |as MRUSAKES |R~IC Ga@ |1RAND TRUNK ROAD PROJECT| __ _ m o Kl3,

LO I~~~~~~~~~~~~~~~~~~~~~EO105

1) FOUOW WRITTEN DIMENSIONS ONLY CHE0CKED: HRUSHIKESHI , NPSD!NT DMRICNuENTAL rElEurw c--l2)ALL.DIMENSIONSIWM ULS OTBERUnSEo SToATED vLo 50110 DESrGNEr RUSHIKESH er4SAIGFAGMN sAssoa3tes South Asia PVt Ltd.

THE ENGINEER APPROVED: DIPALT SCALE_

y,l~~~~~~~~~~~~~~~~~0m . .,m

NOTES: DoassE N.:T.13 DRAWN: HRUSHKESH PROJECT GRAND TRUNK ROAD PROJECT i Highways Authodty Of India1) FOLLOW WR ITTN D MUEN ESIONS ONLY SH ECKED: HRUSHIKESH IIWEAS0IT IN RAL0NENTAL REVIW2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED SCALE: NOT TO SCALE DESIGNED: HRUSHIKSm TITLE South Asia Pvt.3) SITS SPECIFIC CANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF NOISE BARRIER td.THE ENGINEER APPROVED: DIPALI EA.IOA

A A- -

11 _i ,,E . , 1

MwA PrIE$5

-S

al ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~oa

SIS 9 6;'--'--#';' ' ''.' 4: .. s . t . . .* . - -. : s 8 -,

44!tA~~~~~~~~~~~~~505 PtA*1f11N

a4' "PM.61 O MpMt

-~~~~~~~~~~~~~~~~lx ZŽ r-

| OlE5: | - 114 | 9 | "E8 | OOSD It I| a Sn8 citt i I)~~~~~~~~~~~~~S POEWRTTNIESINOL CHEKED HRSIEH EOTENRNETE EE

THE ENGINEER APPROVED: DIPALI F .

ma~~~~i

CKVMR~~~~~~~~~~~~~~~~~~~~~~~~~~toa igwy uhrtNOES Dawn N: -1 RAN RUFKEN ROET RAD RUKROD ROET adWALLOfIniCHCETRoHKS OOENETDVO*MNA EE1) FOU.OWWWITEN DIMENSIONS ONLY

0055~~~~~~~~~~~~~~!T

3)OSTES SPEwiFC N.:AJTGE4PDRAWTONWEMADE NLY O APPRVAECO OILN ITEUWRCPOAPROJCTNain al Highways AuhoiyfIni

THE ENGINEER APRVD:DPL

500 500

WHERE PLANTER IS ON SOIL

<\X/ _ i fl 3 2 165 X E AS PER DESIGN WHERE PLANTER IS WITHIN PAVING

L PREFERABLY MULTYPLE OF 500MM |

PLAN SECTION

NOTES: DlSW No: T-tS DRKWN: HRUSH4KESH PROJECT GRAND TRUNK ROAD PROJECT _aiMaHghysAuthoiity O1 IllDia 1) FOLLOW WRIlTENDOIMENSIONS ONLY CHECKED: HRUSHIKESH >IDEPENCENTENIRNDTAL RENEW l2) SLDIMENSPECIIC CHANGES I OANY.ToERWBE M TADECONLY ONPPROMALROD

2) AL IMENSPEIONSICHN NESSFANOThEWIE SATEDNYNPPOA SCALE. *:10 DESIGNED: HRUSHIKESH TITLE PLANTER DETAIL _ a Associates South Asia Pvt. Ltd. THE ENGINEER APPPOVED: DIPALI AS

1000 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~00M 0MM0M50M 10M

t ER _ ~~~~~~~GUARtD RAIL BEAM

GR BOX T L SI SEC71CON POST WT B N1 9l50/75, 1900 LONG \EO U t LH AutOr THE

. t Sn _ $ \> I g CEC~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IIXIIIE Sout ALL ia -TH Ld0) AU. DIMENSIONS IN MM UNLESS OTHERWISE STATED ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ AM O Pa M A

§~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ WILL lw s SOIL

G LY A OA F G JE IY A N _ F

THE ENGINEER APPROVED: DIPAU N I 1 J

,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~T SP=WMFC7

.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~VAMI MCU FT

NOTES DS NC: T 16 DPAWN HRUSHFESH PROJECT GRAND TRUNK ROAD PROJECT |: National Highways Authority OT IrdiaW _EMESH BO

1) FOLsOWWRITTEN rNMENSsNS ONLY CHECKED: HRUSHKESH eENT rNvRoNurNTL R>fW | M_dso 1q

2) ALL DIIAENSIONS IN MM UNLESS DTHERWDETAILSSOFAGABION_SRUCTURES SCALE 1:1

2) ALLDIENSPFIO HNSE INFM UNLES OTHERWIE STATDE NYO LO SCALE: 1:20 DESIGNED: HS8 TrEGBO TUCUEFRSOEPOETO Le As ^oite South Asia Pvt. Ltd. 3)Sr PCFCCANE FAY OB --AD ONL ON APROA OF _ HRSI.S T:L GAIO STUTR O LP RTCINjf*

. 0 X X H f- SLOTS IOOMM C/C rSUPPORTING MESH O- ANGLE FRAME A

GEOTEXTILE MIRAFI O140 N OR SIMILAR M . ANGLE

APPROVED MAKE- 0 :* O _ -x-X5MM X 3MM)

0

00

UT

ELEVATION ~~~SECTION A-AGEIZTEXTILE FIXED TO L AND T SECTIONS WITH BINDING WIRE

A ~~~GEOTEXTILE MIRAFI-275 240 N OR SIMILAR M.S. ANGLE

______________ APPROVED MAKE (25mm x 25MM X 3MM)LE (25mm x 25MM X 3MM) SUPPORTED ON MESH

BINDING WIRE -625 ITHROUGH SLOTS

A--PLAN DETAIL AT A

NOTES: ~ O-? DRAVWN: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT Naioa Hihay utoitA- ni

-. 'M}~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I E..EI

)FOLLOWWRITEN DIMENSIONS ONLY L HRUSHIKESH IBINDING WIE T2ALL DIMENSIOINS MM UNLESSOTHERSE STATED SCALE:DESIGNED:HRUeAsoiaes I Aa P. _

3) SITE SPECIFIC CH4ANGES IF ANY. TO BE MkADE ONLY ON APPROVAL OF DEIND RSIEH TTESILT FENCING Lo22s * Asoiae South Asa t.LdTHE ENGINEER APPROVED: DIPAU PII1* * IPO22 (205M X

c Tree B BA AW i0 Oi

Sitting ArrengmentErt

PLAN OF $ITTING AREA (TYPE 2)

TREE, TRUWV

ERl8$lFli*)gArfFlARTH |A B a E0.00 GROUND S ) (P.C.C. (MOO) -:Di& 'i. ^ . a i : TE 1 P..C. : .. tV _ j

OF THE t SITTING I T WALLSECTION B-B (lPE 2)L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~CL

SECTION A-A (TYPE 1)

O T 0-18 DRAWN: NRAUSESH PRAJECT GRAND TRUNK ROAD PROJECT _ w A q1) POILDW WNEEN DIMEHSIONLY rCHECKED: HRUSIK8SH INDEPDMT EIRNONMD4AL REVIEW = !!.11SoaR2) ALL DIMEHSN IN MM UNLESS OTHER W@ESTAIM ON;Y OH orsDESNEM TRUnKESH DTtE SEATING ARROUND TREE-1 A-220I N. ll 8.- Solut A P

THE ENGINEER APPROVED: g1 pt.o. - 6802M,

Heo t320 1 2~~ ~ ~ ~~460 1320 n< +0

. l~~~~~~~~~~~++o.o II &++ooo4t S +0.50 4+150 < 4 +450

+ r 3X SITTING++450 ARFIENGMENT (OTLA) 4+0

+4+750+300

EARTH FILLING CK REST

lEmL of llse T. 7 ++o o ++450 TREE TRUNK _ s ~~~~~~~~~4+450 +.

8+0.Th.k .ftb.T- 4+0.0 4+450 S+ .C 0f_

++_ + _+450 _ +450 4+0

_+450 4+150

E.. o-~~~~~~~~~~~_ _ _ _ _ _ _ _ _ _ _4 0. <&*+300 i +300 4++0O

\ Si&g An_ /W

4+1 _ PLAN_OF SITTING AREA (TYPE 4)

| iOf _ | a~~~~~~~~~~~~~~~FiOO \ / EARTH FILLING

es+o.0 r ACK, RESTl 1325 -4246460 P.C.C. (M201 7'iM THICK]

2001*1 THICK BRICK125MM THICK BRICK WRAL

PLAN OF SITTING AREA (TYPE 3) BRICK PAVING

TRtz OF T8 TREE | SITTM ARWNFJMENT (OTLA)PCCCM0 .f/YI

BACK RESTl M \\-/135 520- 971 901 / \

P-C.C. (M2) 75FMM THIIO . .. 51o

125MM THICK BRICK WALL 250MM IHIBRICK FAVING 1ECTION B-B (TYPE 4)

P.CC. (MOO) . ' .- s-

SCAI f

SECTION A-A (TYPEE3)

NOTES: D 1 OT1 RAWN:| HRUSHKESH |PRCIJECT GRAND TRUNK ROAD PROJECT x|NtOa ;haSAtO;YC n; 1) FOLLOW WRRTEN DIMENSIONS ONLY I I CECKED I HRUSHIKESH |INDWENDENT ENMR0NUENrAL FME I AEW1b2) ALL DIMENSiONS N MM UNLESS OTHERWI1SE STATED IrLE 15 DEIND HRSIKS TIL SETNIRON RE2LeAsoitsSuhAiv.Ld3) SITE SPECIFIC CHANGES IF ANY TO BE MADE ONLY ON APPROVAL OF ISAE1EIDSGNDIHUIKHITTESAIGARO DTE-2-ILaAsso bte Sout AsavtLdTHE ENGINEER ||APPROVED: DIPALII ^

g T300 ~~~~1700 r - .T 17D tn300

\ 1 I: *+. 1.1 3660

7 ++150 < B SITTING At*A§l ENT

1-+150 100 -4-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0+750+4-450

*+300 .430 B |EATH FILLI -BI REBI

Tnkof the Tr. i ~ 0 -4 4+~

+40. *+4450 @ 2+44505 .Q *40

230 _ 2000 G00 B

c~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

PLAN OF SITTING AREA (TYPE 6)

Trufik of thertT

O+3O0 40n g ++30j

Sitting Arrengmnent lr

*+150 +4450 *+4150 0

_ r ~~~~~~~~~~~~~~~~ ~ ~ ~~~~~~~~~~~~~~~TOJIK rF THE TnrEEEST IL

+ t40 I-__________ + E4000 FILLIN6 F/ S"T (OTLA)

*+0.0 -1 AFRS1| I j5 61

6460 _ / .C.C (M2O) 75MM4 THICA STOjlE PITCHNGO

fi PLAN OF SI1TING AREA (TYPE 5) ZSOMM THICK BRICK WALL ' _ IT R (TYPE 6.

RTHFILFLING A CSITTEVO A BBEuOIIEET (OT UA) F.c.c. ii- Oj i -3 6 1 ;

125 1 1 4 T5 0CM TRI CK WRAL L .F- B R l t K P A V IN G )E LBRICK A V ING S ElC TI O N - T Y PE.6I

PC.C. (MOO) .. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ -~~~.CC(M -7. TI

> y 1 V ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~SCALESECTION AREA (TYPE 5)

NOTES: WRTE DIESIN No:T-20 DRAWN: HRUSHIKESH |PRO!JECT GRAND TRUNK ROAD PROJECT National Highways Authority Of India a1) PO.LLOWWR TENDIMENSIONONLY [ CHECKED: ETRUSHIKESN (OTLA) P.C.C. Ri02) AD. DIMENSIONS IN MM UNLESS OTHERWISE STATED | TH 1CK

3( SITE SPECIFIC CHANGES I ANY. TOBE MABEONLYON APPROVALO '3 DEIGE jRSIEI l AION TREE-3OcSCALE ENGilNEER EEAT(NG ___ DIPALI

A-A (TYPE 5)~~~~~~~~~~~~~~~~~~~im

NThES ENGINEERT2 DAPOVED: DHAUSHN H_PRJEC_GRAD_TRNK_OAD_ROJCT_N_ona_Hihway_Auto__Of_ndi

+ I t+o.o |+14B F000 PAVING

N ++,< t+450 ++150

I' ~~~~~~~SITTING +b _ 0 | ++3 ARFENGMENT (OTLA) +300+

EARTH FILLING B K REST B B4+. +4450 50 +0.0

TREE TRLN(

F+300

~~~1 ~~~~4653 PLAN OF SITTING AREA (TYP 8)

PLAN OF SITTING AREA (TYPE 7) TRUNK OF THE TREE

E// SITT,9GAREN ACRESTH F LLIIGSIT G ARRENGMENT (OTLA)

EARTH FILLING SiT# _mwmN I /TLA.). BAC REST,BACK REST1]11 HlL 538 P.C.C (M20) 75MM THI StI

P5C.C. 0420) ICMW TH CK _ 0tg250MM THICK BRICK WALLS FW STONEZ'OMM T CK ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~ZOM HC BIK ALPITCHINGGENII THICK BRICK WALL

BRICK PAVNG

P.C.C. (M2O.F.C.C. (M2O ,.

SECTION B-B TYPE BSECTION A-A (TYPE 7) SCALS

NOTEE: DIa"tW. MTGI DRAWN!G HRUJEHIKEEH PROJECT GRAND TRUNK ROAD PROJECT National Highways Authority Of India1. Avawi) FOLLOW WRITrEN DIMENSIONS ONLY CHECKED- HRGSHIKESH IIINSEIDENT OAMRONMENTAL REAEW |1

2) ADIMEHSIOS NMM UNLESS OTMFRViSE STATED CL :oV |sa 3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF DESIGNED: IIRUEHIKESI TITLE SEATING ARROUND TREE4 I220, N N Veto

THE ENGINEER |APPROVB: DIPAL I_a1.

P.C.C BED (M20)

BRICK ALL TO RETAIN - APRON DRAINING INTO DITCH 18MM THICK CEMENT PLASTERCHANGE SECTION N1300 BRICK WORK IN 1:3 CEMENT

100MM THICK M20 CONCRETE

C5 I R.C.C PIPE 900MM DIA.-nj ! - 230 loo 100MM THICK P.C.C. BED

z B COPING

uL X j I ___ _ 7_|I RC OKI : SECTION B-B< L 7 n O < g L CEMENT MORTAREL K

100MM THICK P.C.C EARTH FILLING 0R.C C PIPE 900mm DIA. BED (M20) SECTION A-A

DITCH OIBRICK WORK IN 1:6CEMENT MORTAR

PLAN

I00mMi THICK P.C.CR.C.C PIPE 900MM DIA. D BED (M20)

75MM THICKP-CBE(M0 | P.C.C BED (M20) SECTION OF BRICK WALLCHANGED SECTION.-.THICK P CBED D 20

NORMAL SECTION 'E

SECTION X-X BRICK WALL TORETAIN CHANGED

SECTION

HOms DMft NO Dr*Mg No: DRAWN: NRUSIKESH PROJECT GRAND TRUNK ROAD PROJECT N ig Ath Ina1)FOLLOWWRITTEN DIMENSIONS ONLY 2 CHECKED: HRUSHIKESH | SDEPDENT ENVIRONMENENTAL REVIEW _ 11

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED SCALE SCALE: DESIGNED, HRUSHIKESH TITLE WLea Assoiates South Asia Pvt. Ltd.3) SITE SPECIFIC CHNGES IF ANY. TO BE MADE ONLY ON APPROVAL OF WELL SHAT TOUN TTHE ENGINEER APPROVED: DIPAU' ELSATTUHN H IC P9.-lom&SDOLW

UP t edge of ROW

SLOP 4E WIDE GRAVEL RAMMED IN

EAT SA 70mm THICK LAYER

GRVEL BELT

GRAVEL DEBRIES \\ S

_ 7 _ F \> \ \ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Dron

A A

_ THICKning

WollC/ C. DITCH LINED WITH BRICK

600 slop__________RSopeED

E~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~CL

IIN Hga At

NOTES: Dng No: T-23A DRAWN: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT Nat onaNHighways AuthoIty Of India1) FOLLOW WRITTEN DIMENSIONS ONLY NECKED: RUSHIKESH NI MENTAL FEUEW N a2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED CHeCKED:

otUsaPKLdH3) SITE SPECIFIC CHANGES IF ANY. TO BE MAODE ONLY ON APPROVAL OF SCALE: 155 DESIONEI HRUSHIKESH TITLE WELL SHAFT WITHIN EMBANKMENT 'eo Assoiate S A P tTHE ENelNEER APPROVED: DPAL)

N-OW.100e 5

230

H A B C T D 1 5COPING _ RICK PAVING IN 1:3 CEMENT MORTAR

>6.2 1600 700 4800 500 1900 15MM THICK LAID ON 50MM THICK P.C.C. (M20)- ~~~~~~~CEMENT PLASTER IN 1:6 oON RAMMED EARTH6.2 1600 700 4800 500 2900 APRON 130 AS PER SITE

1150 FONDITIONSBRICK WORK IN 1:3 SLOp 12MORTAR GL

P.C.C. (M20)I CONDIINS IC IE IHBIK100MM THICK RICKS

1400 _'

SECTION B-BGUARD RAIL

o0 < _ 600

0~~~~~~~~~~~~~~~~~~~~~~~3

. S _ P~~~~~~~~~~~~~~~~~ETAINING26

_ _ n W °o 2~~ ~ ~~~~~~~~~~~~~~30 COPINGWELL SHAFr WORKING BRICK PAVING IN 1:3 CEMENT MORTAR

AREA ~~~~~~LAID ON 50MM THICK P.C.C. (M20)

. Wt + S _ F M ~~~~20 SECTION A-A 230 SCALEDEBRIS ALL DIMENSIONS ACCESS TO UNLESS OTHER STATED .*I

2) ALLDIENSPEIFOHNS 4M NESSFANOThEWIE SATEDNYNF'OO SCLE t:DDSIGNO HRUSHIKESH | TTLE WELL SHAFT WrTHIN EMBANKMENT -- lS.out saPv.Ld

G.LI IN 1. CEMEN3) SITE SPECWIC DIANGES IF ANY. TO SE MADE ONLY ON APPROVAL Of'~~~~~~2 DITC

ThE ENGINEER APPROVED DIPALI E.I4. 10106W

1000 DW COVER- FOR INSPECTION

-50 R.C.C. SLAB M-201-T50 GRATING

BRICK EBAFFLE WALL_ 225 BRICK SLAB225 x 300-100 Cc SLAB M-10

PVC PIPE 2000 LONG

0 -V - VERTICAL DRAIN WELL

-AGGREGATE,GEOSYTHErIC FILTER FABRIC

-_ (2000 BELOW THE BOTrOMOF THE CATCH PIT)

CROSS SECTION A-A

VERTICAL DRAIN WELLFOR DRAINAGE OF SURFACERUNOFF IN URBAN AREAS

BAFFLE WALLL.V IJ

BAFFLE WALL

PLANVERTICAL DRAIN WELL

FOR DRAINAGE OF SURFACERUNOFF IN URBAN AREAS

SCALE

NOTES: No: T-24 DRAWN: HRUSHKESH PROJECT GRAND TRUNK ROAD PROJECT Natinal Highways Authodty Of IndiaI) FOLLOW WRITTEN DIMENSIONS ONLY CHECKED: HRUSHEKESH EPWD4NT ENMRONAENTAL REAEW uN-2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED I3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SCALE: 1:10 DESIGNED: HRUSHIKESH TITLE RECHARGING PIT FOR URBAN DRAIN th Asia Pvt. Ud.

THE ENGINEER APPROVED: DIPALI

- 1kw War IS!!. (4.2) W RAM 2 T MMI

Sbl kw !SS H4 nOTAI AT 'n

/ / A Y/ \ K \ D Wl ~~~~~~~~~~~~~~~~~~~~~~FRONT ELEVATION l/ wale Y/ \\0 \9 \W A S H I N G P L A T F O R

I'M 0~~~~~~~~~~

ELANIOFWASHINGAR P ATFORM

\ /~~~~~~~~~~~~~~~~~~~~~~~~~M I -" -ao

SCALE

I

NOTES: TDRAWN: HUIKS PRJCT GRAND TRUNK ROAD PROJECT National Highways Authority Of India a

l1) FOLLOWWRrrTENDIIENSIOSONILY -2 HCE:HR SHIKESH E4NMT ENMRCHD4TAL ReEVIW sqiJXos

ALL DIENSIONS IN M DES HRUSHWESH TITLE Lo~~~~~~~~~~~, 5 s. AssocatsSouth AiaO Pv.I LW CStd.

3) SITE SPECIFIC CHANG-ES IF ANY,.TO BE AOE ONLY ON APPROVAL OF abLT. N HRUSHIKESH TITLECASCADE AND GABION STRUCTURE A A aAss oialE SouthAa 0

THE ENGINEER APPROVED.-: DIPALI . 2-'

. s ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I.

P.C.C. (MUO) FINSHED WITH '5UU THICK M.SFLOATING COAT OF NEAT EMENT 675 350SLURY SLOPE 1:40 DRAIN NP0 (Mao)

SC ,v.v.s,v, w .t, S I 8 l BAFFLE WALL

RAMMED BR ICK BN FIRM OR

7575MM THICK P.C.C. (M20) BED

SECTION A-A 50 s 0AS PER REQUIREMENT RAMMED EA5

SECTION -B-BSLOPE 1:40

- r~1575

DRAIN WITH A SLOPE OF 1:40-

'a SLOPE 1:40 _ __FOOTBRICK WALL

11 ~~~~LrA _ C 1 _ t |M.S. UD

LA

ROAD SIDE DlV: C571375

KEY PLAN PLAN OF OIL INTERCEPTOR

SCALE

50MM 200MM 0MM 500MM 1000MM

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

NOTEs: ~~~~~~~~~~~~~~~Dm.vh N.: T-26 DRAWN: HRUHKS RJC GRAND TRUNK ROAD PROJECT National Highways AuthoWty Of India ,

1j FOLLOW WRrrEN DIMENSIONS ONLY CHECK-cD: HRUSHIKESH WIENDWT EMONMENTAL REAEW refhD N 1-0

2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED

3) STE pEaFc CANGE IFANY,TO E MAE OLY O AFROVA OF SCALE: 1:20 D ESIGNED: HRUSHIKESH TffLE STORAGE AREA FOR OIL AND GREASE Le Asscae Sout Asi Pvt. Ltd.THE ENGINEER .APPROVED; DIPALI N G

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~. . . . . . . . . . . . . . . . . .

1ii

W f I~~~~~~~~~~~~~TALF TLE

~~~~~~~rn~~~~~~~~~~

CEIIWT TIES IN I A CEElTr MORTAR

CORNER TILE t f AS PER TILE DESIG O MWRTAR C a d CLASS W DI FROG FKED IN CDIW WRTM

85 10181 MORTAR S rI.;::: t , jP.C.C. (M20)PAWEDEART PCC (1420)

H^L~~~~~~~~~~~~~~~~~FD GOTIU! R'AWED EAKoLF CC.P. ("_5)

2) ALL D@ME IN MM UNLESS50MM 200MM 0MM _0MM 100MM

OTES D N T.27 DRAWN: HRUSHIKESH PROJECT GRAND TUNK ROAD PROJECr I Highways Authoity Of India1) FOLLOW WRITTEN DIMENSIONAS ONLY CHECKED: ARSAEHINDENENODT ENORRORUENTAL REVIEW8.02) ALL. DIMENSIONS IN MM UNLESS OTHERWISE STATED P.108SCALE: 1:21) DESIGNED: TrrLE ~~~~~~~~~~~~~~~~~~~Associates South Asia Pvt. Ltd.3) SITE SPECIFIC CHANGES IF ANY, TO BE MtADE ONLY ON APPROVAL OF SCA.E: 1.20 DESIGNED: HRUSHIKESH TITLE PAVING F C St.

THE ENGINEER _ APPROVED. DIPALI N .4.

l~~~~~~~~~~~~~~

<~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~E A

TYPE-1 TYPE-3

DETAIL AT B SCALE 1:25

TYPE_7 DETAIL AT A SCALE 1:25

NOTES: ~ ~ ~ ~ ~ ~ ~~~~~~~~~~wT NW1-41 DRAVN: I4RUSHNESSH PROJECT GRAND TRUNK ROAD PROJECT tnaHihysAuthority Of India

1) POLLOWWRJTrEN DIMENSIONSO L CHECKED: HRUSMNKE5N INDEPEDENT ENIARONMENTAL RENAEW Es, 21 ALL DIMAENSIONS IN MBA UNLESS OTHEREMSE STATED SCL:SAE EIND RS RN RN ODPOETSuhAi v. Lt. 053) SIE SPECIFIC CHANGES IF ANY, TO SE MADE ONLY ONAPPROVAL OF DESIGNED: HRUSHIKESH TITPE GRAND TRUNK ROAD PROJECT Ia Associates South Asia Pvt. Ld.THE ENGINEER APPROVED:

WIPALI _E., ;; 6

STORE S !E CUNIC

I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~PVN IINhL: CEMENT ~~~~~~WORKERS FENCING AS PERI

CONSTNLUCON PLWNTS

VEHKCUE WASHING |

PARKING S-ONEPEREr-THE-S-P…AC-ES HIGH- -- | TGI

l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~k WORK |0

OWERHEAD 1Th I

TANK (O.T.) ! , !

':_~~. IL - ------------- - - - ----- T---

O.T.~~~~T

.T. -_---.-- . =_ = _ = -H -III -~~~~~---- -

OIT.OTERCa SEWAGE PIPE I

! ORANAG DIAWISG T-14 TO NA ROD ID

NOTES: r2 DR

2) ALL. DIMENSIONS INr MM UNLESTOTH SPSTATED

3) SIT SPECFIC CHNGES F ANY TO BEMADE NLY O APPROAL OF SCALE NOC-ALE: DESIGNE: HRUSHIKESH PRJETL GRANDU FRCNTRUNKRARJCTINCM Naeoal Hsoighates outhoAsia Oft IndiaaNOTHES: ENGINEER APPROVEC: E.6ALA- . F e…

NO STE SPECIFIC DRWN:HKNGEKS I AYPROJECTE NL O APRVGRO ANDU TORUN ROADSPROJCTINCMN-F WTHE ENGINEER .022M. 0229M~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~atoalHghas uhoiy fIni

DIN IT SOPEOF A--]BEt AND DR14N TOWARDS ROAD SIDE t

I SM

SIE

ONE UNrr DSCTIO AHDETAIL AT C DETAIL AT ¶A

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Ntonl Higway Authr

KEY PLAN

1) FOU.OWWRrrTEH DIMENSIONS ONLY CHECKED: HRUSNN(ESH E~~~~~~~~NM OEUNIBETHaBECAG DONEDW TEE3NU.MOF=S HOW

' F h_ _ L ; _ ~~~~~~~~~~~~~~~~~~~~~~SID THE LADIS AVABLE WTr TNE SLOPE RBQUEOTS AS SH ITNED WTNO

DETAIL AT C DE'TAIL AT Tt

NOTES:t D.ingNo:T430 DRAWN: |HRUSHIKESH |PMOJECT GRAND TRUNK ROAD PROJECT NatKirtal Highways Authority Of India a1) FOLLOW WRITTENDIMENSIONS ONLY CHECKED: HRUSHKESH INIEPENDENT ENVNDMETAL REUD sDISWCl52) ALL DIM~ENSIONS INMM UNLESS OTHERWISE STATED SAE :5DSGE RSIEHTTELaAscae ot3) SITE SPECIFIC CHANGES IF ANY, TO EE MADE ONLY ON APpROVAL OF DESIGNED: HRUSHIKESH TITLE WASTE DUMPING SITE Lea Associates South Asia Pvt. Ltd.

THE ENGINEER APPROVED: DIPALIOVED: | -

153

237267 URIO(~~~~~~~~~~~~~~~~~~~~~~~~~~~~~BC WALL USING 100 MM THICK RCCSA

2 idCLASS BRIKS WIT" 12UM 0 REAIF DAEENT_~ IN_ 2 X p27t U2C MORTAR lSOMMu C/C TREATOD AS tEk

X e | I t 1 S~~~~~~~~~~V40 SnRRUPS e150MM

SEil Fq R.C.C. BtAU S Nfi S_ .-.. EAM

S EAT IONGT UC

L 1 . B F ES COLUUN OF 9 . COLUM

l 000-J ~ ~ ~ ~ ~ ~~~~~~~~0CM 0M

. _ | . . . | . . . ~ ~ 50511 SFCTION A -A SCAM F 1 .NA

10 1C1333 1

13 333

SCALL

NOTES: DraWE No: T-31 DRAWN: HRUSHIKESH PROJECT GRAND TRUNK ROAD PROJECT National Highways Auth,ority Of India a1) FOLLOW WRITTEN DIMENSIONSCONLY CHECKEO: HRUSHIKESH INDtPENDENT ENMRONUENTA kEMEW N~C_ s1 GA2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATEDCHCE:HLSISHIDNSN KAGMNLNO0LeAsoitsouhASPt.td3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF SCALE: 1:75 DESliGNED HRUISHIKESH TITLE CANOPY 0 Le soae ot sapt t SUPERVISION CONSULTANT APPROVED: DIPALU

w SSlu. v 1100W

450

1100 75 I 7

OPEN SPACES FILLED UPwnTH SOIL AND

r _ 'AVA'A PLANTED WITH GRASS

§ rS _-~~~~~~~R8 REERU

ROUGH CUBIC STONES OF 25 CM NOMINAL SIZE HAND PITCHED ON THE SLOPES.EIAA INTERSTICES FILLED UP WITH SPALLS AND SOIL.GRASS PLANTED IN THE INTERSTICES.

SECTION ON A-

PRE CAST CONCRETE BLOCKS FOR SLOPE PROTECTION FROM EROSION(OR RIVER BED SCOUR)

r4THC~~~~~HIK

ESn M

s ~ ~~~~~~~~Gl"

TI P OF T CAL UP STONE PITCHING OF SLOPO SURFACFWiMIIHSi1 CONC.

/ ~~~~~FLOWl/ / ~~~~~~~DIRECTION

EXISTING-/____

GROUNDLEE fOOOOOO

// ~ ~~~~ 0 30 O O 0 0

Hams: ~~~~~~~~~~~~~D-Awns No: T-S5 DRAWN: HRUSHIKFSH PROJECT GRAND TRUNK ROAD PROJECT NaonlHihwy Authonty Of IndiaNOTES: Dmu InlN:T3 RW: HUHEHPOET GADTUKRA RJC a-;n ;haSAtOjYO n; S

1) FOLLOW WRITTEN DIMENSIONS ONLY CHECKED: HRUSHIKESH INDIXENDENT ENVAONMAENTAL RMIEW NBC.IWS 2) ALL DNMENSIONS IN MM UNLESS OTHERWISE STALED NOT TO THE SCALE DESIGNED: HRUSHIKESH TTLE SLOPE PROTECTION WITH STONE AND CONCRETE BLOCK Lea ASOCiateS SOUth Asia PVt. Ltd. 3)STE SPECIC NGES IFANY, TO E MADEONLY ONAPPROVAL

THE ENGINEER APPROVED: DIPALI LaAsCae

ALTERNATE ROWS FLOWERING SHRUBS .

K EY PLAN ®®0' .0 FO PLAN RIVE

HI90GO IXORA SPECIES_ 1..| EXISllGNEWYGt

UA TrLED BRUS _ ALT C/CFSaYUUABDi

r SIGNAGE STONE:DETAIL-B PROPGSED CONTOURS _HIB1SCUS k SXORAs

I PAVtNG AS PER ~~~~~~~~~~~~ ~ ~ ~~~~~~~PAVED PLATFORNIt HU8 AIC\ r T~~YPICAL DETAtL PAVING AS PEROFECSTPOLA

l \ TYPE - 3 -TYPICAL OETAILI \ 28DO \ z TYPE - 2 RAILING AS PER METAIL R G A P

KEY PLAN 230 STN SA| STEPPEDLANES NO' H 0 g 11 IS X X w I YAM N

MAJNTNNED ON F~~TLLOWERINGBSHTRICUS OERNSSR

s TYPcCAL DETALISPECIES EACH AT CEB HIASU A SOW

PAVING150 BACSEASERA u OF EACH STEPPES LAWN SEIS01O

TY50 DETPICILDTAC

SCALE 1 10 SCALE:O S 0 S 20 25

NOTES DOrawing No| | DRAWN: |YRAJU |PROJECT GRAND TRUNK ROAD PROJECT 1 ERatarnaL STEPPED Authority OfI1) FOLLOW WRITTEN DIMENSIDNS ONLY |PACKAGE:| IA |CHECKED.| DIPAU |INDEPENDENT ENVIRONMENTAL RE'IEW |*i DAN.i - 1 bOND.2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. | CHAINAGE | 1099.66 DESIGNED: MANJU TITLE DEINFREHNEEN FMDA PC -20 Nea PAssocGes Co uthAsa vt Ltd.~

OF SUPERViSION CONSULTANT NonESICN FOR ENHANCEMENT OF MEDIAN SPACE | 1.t O lhi - 682290G. G G

SCALE 1 1000 APPROVES: DIPALI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .o SaWi - IlSORS. ~ ~ _M N

ALTERNATE.ROWS FLOWERIHO SHRUBS| | \^ % ' ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~IICUS WXOR SPWWES 1HRw wEX STIN NE YAUN BR W

\ / - 607~~~~~~~~~~~~~~~~~~~~~~~~~~~~BrLE BRUSH e 2U c/c REANNERC AL ALTE O

A r ~~~~~~~~~~~~~~~~~~~~~~~~ ~~ ~~~~~ENGINEERING DCESIGN"PE EM5CRLT

KEY PLAN

69000 _ OD56S00 EXISTINGC0

TUAINAIED LAN TO _ ALTERNATE ROWS

SIGNAGE STONE PROPOSED CONTOURS H181SCUS & IXORAB-S

\ PAVING AS PER PAVED PLATFORUM TALL SHRUB TAPIOCA

TYPICAL DETAIL PAVING AS PER OFMSACH ATTYPE - 3 TYPICAL DETAIL

F TYPE 2 RAILING AS PER DETAIL STEPPED LANDSCAPING G

LAAGGLVL.:EOSS L

TALL TREE FORM MAId THICK SANC SCREENING CURES

80 230 STONE SLAB I STEPPED LANDSCPINC

-' T RALTERNATE ROWS'S ~ ~ ~ ~~I SPECIES EACH AT FLWEIBISC S IHRS

D A -AIG P I IED POR TAPEAED BRODGET - B o ~~~~~~~~~~~~~~~~~~PAERASEE2300 SlCK

PLAN ELEVATION SECTION 230 THICK RETAINING BIKWL U-S3750 SCALE 1:10 - SCALE 115 SCALE hIS RC WL TP

DETAIL - A ~~~~~~SINAGE PROVIDED FOR RAMBAGH DTI SCALE l 1: IAND ETMAUDAULLA TOMB SCALE 125S

° S 10 is 20 zsm

NOTES:_ PO-iCT GRNoDTRAWNK YROAD PROJECT | NcEti onAo] Highways Authority Of India

1 ) FOLLOW WRITTEN DIMENSIONS ONLY PACAGE: |IA |CHECKED: |DIPALI |INDEPENOENT ENVIRONMENTAL REVIEW | -N .9hi - aXr

2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. ICHAINAGE I 189966 DEIND MAN TIL 7 soctsSot sict Pvt. Ltd.

OF SUPERVISION CONSULTANT SCALE 11000 P DESIN FOR ENHANCEMENT OF MEDIAN SPACE A A-220N-Pr-d5Col-y LAPPROVED: DIPALI N..~~~~~~~~~~~~~~~~~~~~~~e Delhi - 11S0BS.

ft-w -- 6S22908. RB2209M

PAVED STEPS (PAVING ASPER TYPICAL DESIGN TYPE-3, CASCADE AS PER LOESIGN

RISR-.3 TRAL AND FILXTE A \ AS PER Y L ESIGN DETAIL

COCEESLAB TO COVER THE DRAIN

DETAIL - A K' PW

VI.. 01.0 TY~~~~PICAL DESIGN TYPE -3

EXISTING TE MPLEVL 94.00-La \ TAO ROWS OF FLOWEREINGEXISTING TEMPLE ~~~~~~~~SHRUBS (ALTERNATE JATROPHA

AND LXORA SPECIES O2Mc/c) BOUNDARY WALL OF RAMBAGHEXISTINCGWELL _ > \ \S\T, \ TWO ROWS OF ALTERNATEAND SHRINr-FL NG AVENUBETREES

(ALTENT AJSd SOAMEDIAN DESIGN TO BE REPUCAkTEDSPECIES 0 5 M C/C ~~~~AS ON THE OTHER SIDE (REFER 0 TNE ~ITCHED SURFACE

DETAIL DRAWANG 199.60)

OLD BUILDING ~ ~~~~~~~~~~~~~~~~~~~GASI)N STRUCTURE ALONG THE EMBANKMENT

BOUNDARY WALL ALL AROUND\ \ > %% gYPE-3 < THE TEMPLE (AS PER TYPICAL DETAIL)

A 00\ ~ t ~GAURD RAJL & LANDSCAPETO CONTINUE TILL THE

BOUNOARY WALL OF RAM ~ ~ ~ ~~~~~~~~TO ENHANCE OF RAMBAH

AT12 LOECHHATTRI OF THE HISTORICAL o

EXISTING NEW YAMUNA BRIDGE ROA LL SN.25 I RES A BAH

10 MM THICK CONCRETE SLABTo BE USED AS PADESTRIAN

\\W < r OSEb ~~~~~750MM HIGH '\COVERED CONCRETE ORAI

SECTION A-A'

DETAIL .-A

NOTES DIr9 NO: DRAWN: Y.RAJU PROJECT GRAND TRUNK ROAD PROJECT National Highways Authority Of Indial) fOLLOW WRITTEN DIMENSIONS ONLY PACKAGE: IA CHECKED: DIPALJ INDEPENDENT ENMRONMENTAL REVIEW MI.Bdi- IIO-2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. CAINAE 000 DEIGNED: MANJu 3) SITE SPECIFIC CHANGES IF ANY. TO SE MADE ONLY ON APPROVAL 3O NDESIGN FOR ENHANCEMENT OF INCIDENTAL SPACE Lea Assoacates South Asia Ltd.OF SUPERVISION CONSUL-TANT SCALE 1:00 APPROVED: DIPALI 4REHN MNTO ICDNALS CEN-O.".100ft

\~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~N E T R fE DE S -i o C / C X

\XERaS~~~~~~~~~~~~~~~~~~~~A PER9 FLoWERsNG SHRUBS LASTAUA & J

l \ \ <REEJ4 W T-2TyTYPEL3-A

8 SCY E

H85U PCEOlCCaPROPOSED

SitcITTING

toSTRUEP U

WTE5~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~POOE

RDA

u 6MN

uW1

DRAIN IN FORM OF 0.2mn DEEP TRENCH-

HEAvy PLANTAPION

KEY PLAN ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~A ;COMMON TRENCH 0.2m DEEP

KEY PLANo

INCTHEIAE

BRICK LINED DRAN AT A DISTANCE OF 5om ON ALL

I ACMN RA

SIDES OF TAL, PROVIDED WiTH A FILTER TRAP EACH O 00 A M O U N

COVERED DRAIN ALL AROUND

OUhADARY OF TALTHE TAL BOUNDARY

CACHRY OF TAT

o0 0 0 0 0 0) 90 HEDI9 -110. 00 0 0 C_Q 0 o 0 0l ~ 0 0 0 0125 100 TP

A (T-Pi 1000(TPCONCEPTUAL SKETCH FO ACMN RAIPOEMENT OF BUDIYA KATAL

. f X ~~~~~HEAVY PLANTATION-

<~~~~~~~~~~~~~~~~~10 2985g :

COEED DRIN ALL AROUNO ° -

StONE PlTd HING

CONCEPTUAL SECTION A-A BOUNDARY OF TAL

SCALE:NOTES Drrf DRAWN: Y.RAJUG PROJECT G Donai Highways AuthorKy Of India1) FOLLOW WRITTEN DIMENSIONS ONLY PACKAGE A CHECKED, DIPALI INDEPENDENT ENVIRONMENTAL REVEW u , 2) ALL OIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. CHAE 1i

I ULOMDORO3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON ANPPROVAL SssoGEats South Atia

TtL.OF SUPERVISION CONSULTANT SCALE COWF37T ]A SEAHPORROVHMNTD:POVMETIP ALI~,

>, ~~~~~~~~~~~~~ICATCHMENT ARtEA TO RCOVERED WIrH DENSE! N

TREES ALREAOY PLATDI ED~

DRAJN CHANNELS FROM ALL SIDESPROVIDED WITH FILTER TRAPSVLLG

WATERHODY TO BE DESILTED M T KEY PE RTOA DEPTH OF 1.8A--------------- .TSNBE ERHAIEMENT ASPER

- - - - - - - - - - - - - - - - - - - - - - TO REPLENISH THE TAL WATER

-A - - - - - - ALIERAECASIASHULA & ROAD SIDE LANDSCAPE

PAVINSPROVIDEDAaAWOUHD-TI-4E-TA-NI- - - - -… -U -E - PUJRPURWA SECTION TO CONTINUE

PAVINS PRNDED ALL O ETHE TANKA

EXISIING WALL OF THE TANK - - - - -D -SPACE- - - - - - - - - - - - -P P S

[ ~~~~~~~~~ZD IRARA IN DICA )r/

(VEER TWESsOXMC/C) 5</

-/--- N -: DRISTNN; -PO -RANDTRUNK ROAD PROJECT HighwayS Auht Of i

-REFEPRRVISIONCONSULTANT 0ETAP E DRAWIN; A S

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

---- ------ -- - - - - - - - - - - - -a~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NOTES:~~~~~~~ ~~~~~~ -nWS -O -R -oN - .J -RJC - -A - -RN ROA PRO -C -a a Hlhwy Auho ty OT -nl -

1)~~~~~~~~~~~~~~~~~ -OLO -RTE DIESIN ONL DAKAE LA CHCKD -IA -NEEDN -NR A REIE - - -XJS2)~~~~~~~~~~~~~~~ -L DIESIN -R IN MM UNES -TEWS STTE - - - - - -

3)~~~~~~~~~~~~~~~~ -IT SPCII -HNESI AY-O EMA-OLYO A-OAL H NG:21 - -IGE:MAJ TTE DEIN O NHN-MN F-UIY A-A - - -Ct ouhAiaPt.Ld

of SUPERVSION CONSLTANT SCAE | 1:250 FLOWEVED: SHRUBS ALTENA - A l

/EtSTING BUILDING|

I

C

I r~~~~~~~~~~~~~~~~~~~

~~~~~~o

ErTI'6PUR VILLAGEI

1~~ ~ ~ ~ ~poSEO GULMOiA TREE

T~fNO YPE-

| < -- < /!1R

P~~~~~~~~~~~~~~~~~~~~~~~~~(OELONix REGIA)

WlH'N tA

PROPOSED SMGCKG

A CCE

PAC -

e

|AS AY T E >AE _T*PGEL

TILN PCAE

A Lt

ROAT SEES

hN ADISAE TONIY

SE| TIO" -ro CONTINON

ON A L

10 AO

OIiA.|

pUM PCAE: A H _;ANCEMENT FTMPE\A

2 1) AOLL ENS5ON

NOESN utd UNLESS O48icE

O"LY HN TyPRCAL

DES

-

3) SITE SPECIFIC CONSULTANT

I ) F O L L O W W P S A R E 14

M M U N L E S S O T N E P ~ S T A T E G .C N N A G E~E

XI7T I N G

p RN

F OS

E D B A SEC O F '

O F T E M P L E

TO AGRAPROPOSED SERVICE ROAD

ROA l l R O A D LANDSCAPE SECllON INDIRECT ACCESS AS PER DETAILS:T-1

i ** \ l GREEN TURFED AREA D DIGGING TO BE DONE FOR 1.8mi DEPTHDUG SOIL TO BE USED FOR CREATING MOUN4DS

PROPOSED AILING WITH BOUNDARYWALL AS PER TYPICAL DETAIL:T-28, TYPE:I

SMALL CAFETARIA A 1 , TO EXISTlNG ROAD VILLAGE

PROPOSED BOUNDARY WALL WITH RAI IN R D

AS PER TYPICAL DETAIL;T-27. TYPEP POPOSED GULMOHAR TREES 0 10M C/C

GREEN TURFED AREA-

7 :7 7q l _---~---~-_-__~_~~_ l 2 t _ PROPOSED GREEN TURFED AREASALIX TREES 0 3M C/C _

PROPOSED PAVED WALK WA TYIA3 PROPOSED BRICK PITCHINGCEMENT TILES5:T-27, TYPEWAY T Y _ : ~ - ~ R ~ O ~ N- X ~AT 1:2 SLOPE AS PER TYPICAL DETAIL: T-25-A- -rr~~~~~~~aPR~sE ITNG KOISK

7IL AS - ER TYPICAL DETAIL:T-32j r ;- --- ----- -) - ;;0FILTER & OIL TRAP AS I - - - - - - - - -PER TYPICAL DETAILT-14 j PROPOSED MOUND WITH TURFED SURFACE

SURFACE RUNOFF FROM - - -ROAD TO ENTER THE POND I. PR*OSED FLOWERING TREES

BRICK PAVING AS PER DETAIL_ SA AND CALISTEMON IANCEOLATUS

RAILING As PER TYPICAL DETAI,L

PROPOSED TARMARIND & NEEM TREESPOND LVL -1.75RL DELONIX REGIA @ SM C/C

SECTION A-A \- -- I : SCALE:SCALE 1:10 PROPOSED TURFED SURFACE SCL5 10 20 30 405 SOn

NOTES :rm,Ing ~ DRAWN; YRAJU PROJECT GRAND TRUNK ROAD PROJECT liP onai Highways Authonty Of India1) FOLLOW WRITTEN DIMENSIONS ONLY PACKAGE: IA CHECKED: DIPALI INDEPENDENT ENVIRONMENTAL REVIEW 0.2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. CHANAGE: 26 DESIGNED TITLE s F 3) SITE SPECIFIC CHANGES IF ANY. TO EE MADE ONLY ON APPROVAL STLE 1DESIGNFORENHANCEMENTOFPOND Fe.Sot CS."OFSUPERVISION CONSULTANT SAE 1 APPROVED: IAIDSG O NACMN FPN __

WRAIT PIATFOmA PLE-0 EDTS STORE TO BEUSDE 0. SEAWSA 1O5. HIGH

TO iUR, -ACS PAPP TWE, T-

TO ETAiAH ° PROOSED ST SOTOD EE MEED

E.HAHCEHEWT-. TYPE-18 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ OPSE SOAO T07TW-

$500 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o *o a o5/

KEY PLAN

SPCEES 0 1. C/C~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~PATOSNALOSRT DO

INC[ SPACE~ ~ ~ ~ ~ ~~~~~05 CMACE

HEM TREE 0 10. C O 2 TOAU OC

NOTES: DARolo No: |DRAWN: Y.RAJU PROJEcT GRAND TRUNK ROAD PROJECT at~ietnal Highways Authornty Of India z1) FOLLOW WRITTEN DIMENSIONS ONLY PACKAE: |IA CHECKED: DIPALI INDEPENDENT ENVIRONMENTAL REVIEW 2) ALL DIMENSIONS ARE IN MM UNLESS OTNERWISE STATEO CN A NAGE: 2'29.T0 DESIGNED MANJU TITLE Lea Associats South Asia Fvt. Ltd.3) SITE SPECIFIC CHANGES IF ANY. TO sE MAOE ONLY ON APPROVAL SCALE 1:2w APPROED DIPALDESIGN FOR ENHANCEMENT OF DARGAHLNED C.)

o)FOLSUWERVITION COMNSONULTANT Y SACKALE [A APPROVED: DIPALI INDPENENTENVRONENTLOROAER.

ANTHOCEPHALUS CHINENS2S 06M C/CTO AGRA I _ _ GULSMOAR TREESO C/C

ERNICEIR COMMUNM USERS

DIGGING TO -BE DONE FOR NOTO COMPENSATE FOR THE VOLUEOF WATER LOS AT THE ROMO SLOE

O Me I T D | ,MK CES ED4 =ROTECIl

0A510N STRUCTEWITH 0UARs RAIL

AS PER TYPICAL SECTION

\ I | l | t T ~~~~~~~~rPICAL TREE ENHANCEMEWT\ | l \ \ \ 1 \t , O~~~~~~~~~~ESIGN DETALUT- 19|

A ~ ~ FLOWERINO~ OH VS LANTANAANO HIBISCUS SPEdC ltS CA

AN SURFACE RUN OFF FROM ROM DRIAN P4005E5 WITH OIL &

FILTER TRAP TO FALL INTO THE PON SCALE:

E O TAWAH o 0Mo

NOTES: 0-wi-9No L ORAWN: YrAWU PROJECT GRANDTRUNKROADPROJ TNatonal Highways Authority Of IndiaNOTES ~~~~~~~~~~~~~~~~~~~~ ~~~~~~ ~~~~~~~ ~~ GRAND TRUNK ROAD PROJECT llI) FOLLOW WRITTEN DIMENSIONS ONLY PACKAGE. IA CHECKED: OIPAL INOEPENOENT ENVIRONMENTAL REVIEW

2) ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED. CHAWNAGE: 245.3 .L A i South Asia Pvt. Ltd.3) SITE SPECIFIC CHANCES IF ANY, TO BE MADE ONLY ON APPROVAL DESIGN FOR ENHANCEMENT OF POND xmsdAssociates S a

OF SUPERVISION CONSULTANT SCALE 0 APPRO D: IPAU D.N. ._PC

RW E0ACCESS ASPElgtDETAILT 4-

PROPOSEOPARKNG SPACE _ O

X F _ - _ - _ - _ \ CORA SPECIES CRAMPE AC CES ASPAE PATER DEAT 12SOP ALO2-T

E RIC K PIT C H E D E M B8 KIIE N T~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~LTRNT KISK:SERYPCA & RNGSCER SP 2 )

TYP>LStCTK>T25 C gr llL 1 r Lo~~~~~~~~~~~~~~~~~~TYE3

GROUND LVL-15L}SKPVK+5SAE

-1.00 ~ ~ SCTO A-A Tym SNO DESIGN fO

MU AS PER TYPICAL - -:2 -

__~~~~~~~~DSG D. A T3

NOTES: DPIwing No: DRAW: y.RAJU PRCCECT GRAND RUNK ROAO PROJECT Nal Hhv ays ASURoA OTATndia 1) FOLLOW WRlTtEN DIMENSIONS ONEY PACKAGE: IA CHECKEO: DIPALI INDEPENDENT ENVIRONMENTAL REYIEWR N PROPOSEtWSHl-PLATFOR2) ALL DIMENSIONSARE IN MM UNLESSOTHERWISE STATED CHAINAGE: 249.t OESIGNEG- MANUU ITLE L|GROtMs Soth Asia Ft. Ltd.3) SITE SPECL%lC CHANGES F ANY, ro E'E MADE ONLY ON APPROVAL SCALE t1:12X wn nD DIPALI DESIGN FOR ENHAND NAEPERT PICAOND _. 3

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