NATIONALHIGHWAYS AUTHORITY OFINDIA
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Public Disclosure Authorized Grand Trunk Road Improvement Project
Environmentl Management Plan Package IVA
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peivkJJuwAOwaSpaoUj yuni puews r/V G]PUd - uWedUewOuG3W Nawueouwd3 EnvironmentalManagement Plan - PackageIV A Grand TrunkRoad Improvement Project
LIST OF TABLES
TABLE 1 CONTRACT PACKAGESOF TNHP AND GTRIP ...... 1 TABLE 2 PROPOSEDIMPROVEMENTS- PACKAGE IV A ...... 2 TABLE 3 ENVIRONMENTALMANAGEMENT PLAN ...... : : :.: 7 TABLE 4 PROPOSEDTRAINING PROGRAM UNDER GTRIP ...... 36 TABLE 5 NATIONALAMBIENT AIR QUALITY STANDARDS...... __...... 38 TABLE 6 INDIAN STANDARDDRINKING WATER SPECIFICATION-IS 10500:1991 ...... 39 TABLE 7 NOISE LEVEL STANDARDS(CPCB) ...... 41 TABLE 8 ENVIRONMENTALMONITORING PLAN ...... 42 TABLE 9 SUMMARY BILL OF QUANTITIESFOR SPECIFIC ENHANCEMENTLOCATIONS ...... 44 TABLE 10 BILL OF QUANTITIESFOR TYPICAL ENHANCEMENTELEMENTS ...... 45 TABLE 11 ENVIRONMENTALBUDGET FOR CONTRACT PACKAGE IV A ...... 48 TABLE 12 GRADED STONE AGGREGATE...... 55 TABLE 13 GRADING OF FINE AGGREGATE...... 56 TABLE 14 GRADING OFSAND FOR USEIN MASONRYMORTAR AS PER IS: 2116 ...... 57 TABLE 15 GRADING OF SAND FOR USE IN PLASTER AS PER IS: 1542 ...... 57 TABLE 16 ELONGATIONPERCENTAGE OF MILD STEELBARS ...... 57 TABLE 17 PHYSICAL PROPERTIESOF MILD STEELBARS ...... 58 TABLE 18 TOLERANCESFOR FORMWORK...... 58 TABLE 19 STRIPPINGTIME FOR FORM WORK ...... 59
LIST OF APPENDICES
APPENDIX 1 METHODOLOGYAND TECHNIQUESFOR TREE TRANSPLANTATION APPENDIX 2 TREES FOR TRANSPLANTATION APPENDIX3 WELLS AND HAND PUMPSIDENTIFIED FOR ENHANCEMENT APPENDIX4 CULTURAL PROPERTIESTO BE RELOCATED APPENDIX5 LIST OF BORROWAREAS APPENDIX6 RECOMMENDEDQUARRY AREAS APPENDIX 7 WATER BODIESFOR ENHANCEMENT APPENDIX 8 PROPOSED TRUCK PARKINGLAY-BYES ALONG THE GRAND TRUNK ROAD APPENDIX9 MAJOR AND MINOR JUNCTIONS IDENTIFIEDFOR ENHANCEMENT APPENDIX 10 LANDSCAPE PLANS APPENDIX 11 NOISE MITIGATION LOCATIONS APPENDIX 12 TABLE OF PROPOSED BUS STOPS ALONGGRAND TRUNK ROAD APPENDIX 13 CULTURAL PROPERTIESIDENTIFIED FOR TYPICAL ENHANCEMENT APPENDIX 14 CULTURAL PROPERTIES IDENTIFIEDFOR SPECIFIC ENHANCEMENTS APPENDIX 15 REPORTINGSYSTEM
Ita ALtCrMis EnvironmentalManagement Plan - PackageIV A GrandTrunk RoadImprovement Project
LIST OF DRAWINGS
Specific Enhancement Drawinas 1 DESIGN FOR ENHANCEMENTOF TEMPLE IVA/317,45VRMII 2 DESIGN FOR ENHANCEMENTOF RELIGIOUS POND IVA/9.5VRM/2 3 DESIGN FOR ENHANCEMENTOF TEMPLE AND POND . IVA/25.6VRMI3 4 DESIGN FOR ENHANCEMENTOF MAZARAND POND lVA/28.3VRM14 5 DESIGN FOR ENHANCEMENTOF DARGAH IVA123.7/5 6 DESIGN FOR ENHANCEMENTOF POND IVAI25.816 7 DESIGN FOR ENHANCEMENTOF POND IVA132.317 8 DESIGN FOR ENHANCEMENTOF RELIGIOUSPOND IVAI41.618 9 DESIGN FOR ENHANCEMENTOF MAZAR IVA/NBP/9 10 DESIGN FOR ENHANCEMENTOF TEMPLE IVA148.8110 11 DESIGN FOR ENHANCEMENTOF POND IVA149.7111
Typical Enhancement Drawings
1 PREVENTINGDIRECT ACCESS T - 1 2 RAMPEDACCESS T - 2 3 STEPPEDACCESS T - 3 4 SEDIMENTATIONCHAMBER T - 4 5 CASCADES T- 5 6 CHAINLINKFENCING T - 6 7 BARRIERTO PREVENTGARBAGE DUMPING T - 7 a HANDPUMPTYPEI T - 8 9 HANDPUMPTYPE 2 AND TYPE3 T - 9 10 NOISE BARRIERTYPEI AND TYPE2 T- 10 11 CONCEPTUALDESIGN OF STRUCTURALNOISE BARRIER T - 11 12 SEATINGARRANGEMENT T - 12 13 NOISE BARRIER(CONCEPTUAL) T- 13 14 OILINTERCEPTOR T- 14 15 PLANTER DETAIL T- 15 16 GABION STRUCTUREFOR SLOPEPROTECTION T - 16 17 GEOTEXTILEDETAIL T - 17 18 SEATINGAROUND TREE 1(TYPE1 & 2) T - 18 19 SEATING AROUND TREE2(TYPE 3 & 4) T - 19 20 SEATINGAROUND TREE 3(TYPE5 & 6) T - 20 21 SEATINGAROUND TREE 4(TYPE 7 & 8) T - 21 22 WELL SHAFTTOUCHING THE DITCH T - 22 23 WELL SHAFT WITHIN EMBANKMENT . T-23 A 24 WELL SHAFTWITHIN EMBANKMENT T-23 B 25 RECHARGINGPIT FOR URBANDRAINS T - 24 26 WASHING PLATFORMAT THE EDGEOF THE POND T - 25 27 STORAGEAREA FOR OIL AND GREASE T - 26 28 PAVING T- 27 29 RAILINGDETAIL T - 28 30 LAYOUTFOR CONSTRUCTIONCAMP T - 29 31 WASTE DUMPINGSITE T - 30 32 CANOPY T- 31 33 LAYOUTOF BUSBAY T- 32 34 DESIGN FOR BUS 6TOP T - 33 35 DETAIL OF BUS STOP STRUCTURE T - 34 36 SLOPE PROTECTIONDETAILS T - 35 37 BRICK PITCHING ON SLOPE T-35 A
I Cw,-ht List of Noise mitigation drawinqs
NM - 4A - 1 Noise Mitigation for Ganga Ram Memorial hospital at Km. 12.200 (South) NM - 4A -. 2 Noise Mitigation for Primary.school in katriya (Chandoli) at Km. 19.700 (North) NM - 4A - 3 Noise Mitigation for Senior Basic Vidyalaya Ganga Basni at Km. 23.200 (South) NM - 4A - 4 Noise Mitigation at Yamuna Shikjhad sansthan km 27.400 (North) NM - 4A - 5 Noise Mitigation at Green English school kartilo Km 27.400 (South) NM - 4A - 6 Noise Mitigation for Puruvai madyamic vidyalaya chandoli km 31.400 (North) NM - 4A - 7 Noise Mitigation for Primary school chandoli Km. 37.900 (South) Envkonerital ManagwrartPlan - Pac*ageIVA GrandTn,n* Road In,amrnent Projet
1.1 INTRODUCTION The National Highway-2 (NH-2) connecting Delhi with Kolkata is one of the most important high- densitycomidors in the country.The existinghighway is a two - lane carriagewaywith traffic bottlenecks and various highway deficiencies. To cater to the existing high vohlme of traffic, there is an urgent need for capacity augmentation of this highway.
The Govemment of India (Gol), acting through the National Highways Authority of India (NHAI), a part of the Ministry of Road Transport and Highways (MRTH) is improving the Agra - Dhanbad porbon of the NH-2 with assistance from the World Bank. To facilitate the project preparation, the corridor stretch has been divided into five packages. Intematonal consultants have been appointed for the planning and design of each of these five packages, each about 200km lon g. Each contract package has been further divided into several contract packages.
The 1400km long NH-2 falls in the Upper Gangetc Plain in northem India and traverses through the states of Delhi, Uttar Pradesh, Bihar and West Bengal. As part of the Delhi-Kolkata segment of the Golden Quadrilateral, the Delhi-Agra section (210km) at the west end, and Barwa Adda - Kolkata section (278km) at the east end of the NH-2 have already been 44aned with assistance from the ADB. For project preparation, the Agra-Barwa Adda secfion was divided inko 16 contract packages. Eight of the 16 contract packages were selected for Third National Highway Project (TNHP) (Table 1), depending on the project preparedness, progress on land acquisition and utility relocation. Of the remaining eight packages, seven are proposed to be taken up under the Grand Trunk Road Improvement Project (GTRIP). The Allahabad bypass (Contract Package Itt-B) has not been included as part of TNHP or GTRIP, wilt be taken up subsequently for constuction by NHAI wthh funding from the WB.
Table I Contract Packages of TNHP and GTRIP
Coutract From TO LandiV f Pacge (hage) (cae) (i PartofPrect
I-A Agra- Shikohabd 199.660 25.800 S0.840 GTRIP I-a Shikohabd- EtowahBypa (art) 20.00 307.500 69.020 GTRIP Etwahbypass 307.500 321.100 13.60 E1awahbypas I-C Etawshi pas (eM)- Shognipur 321.100 393.0 71025 GTP I1-A Ska B hair-t 393-000 470000 61600 TNHP t - B Shaunti- Fatbpur B3order 470D. 38.000 61.330 OTRIP 1I-C Fate Border-rx 38.000 115.000 77.000 TNHP 1i1-A Khaw Koklyal 115.000 158D00 43.000 TNKP 111-B Kokhro- PaharpurVwge 158.000 245.000 87.000 Ahaed 8ypa Il- C Paharpurviage -Raja Ta4b 245.000 317.000 72.000 TNHP V -A RajaTalab - Mohana 317. 000 D76100GTPiP IV -B Moaia-Sasma bypass 65.000 110.000 45.000 TNHP IV-C Sasarwnbypass 110.000 140.000 31.100 GTRPP IV-D SoneRivwr-Atuangabed 140.000 180.000 40.000 TNHP V-A Auraiabad - Ranigail 180.000 240.000 60.00 TNHP V- B Ranlganj- Barakatha 240.000 32D.000 81.570 GTRiP V-C Barak* - BmaAdda (Dharbad) 320.000 398.750 78.750 TNHP Totl GTRiP 42Z780 Soune:NHAN, 2ao This Environmental Management Plan (EMP) pertains to Contract Package IV A, between Raja Talab and Mohania.
______L.a~~ee--Ik - AsociOn Environmenta/ Management Plan - Package IV A Grand Trunk Road Improvement Project
The EMP is an integral part of the Contract Document. The conditions stipulated by MoEF, SPCB and other Government Agencies on NHAI would also be a part of the Contract.
1.2 PROJECTDESCRIPTICN Package IV A starts at km 317.000 and ends at km65.000 in Mohania at Durgawati. In between, it passes through Varanasi bypass (km 318.942 - km 21.270) crossing River Ganga at km 15.000, Jagdish Sarai at km 29.000, Chandauli at km 32.000, Saidraja at km 41.000, Naubatpur at km 46.000. UP/ Bihar border at km 47.000 and Durgawati at km 58.000. The traffic volumes along the corridor are projected to be 70,693 PCUs by 2015 AD. A divided four- lane carriageway with overlay (for Varanasi Bypass) and flexible pavement has been proposed. Two carriageways of 7.25m each have been provided separated with' a 5.Om wide median. A 2.5m wide shoulder has been provided with at least 1.5m paved. Median has been narrowed down to 1.5m at bridge approaches to save earthwork costs. The proposed improvements planned as part of the GTRIP are presented in Table 2. -
Table 2 Proposed Improvements - Package IV A
E E~ p_i E- w~~~~~~S1 X E
_ ! l 0 04 0~fltu. m 4) 4)04, U- O~ 2. O. fLU UJC>fc (C i XLLu (A 0 100.000 102.000 U 2x7.25 1.5 2x1.5 2x1.0 6.6 W(.5 2x.5 102.000 103.500 U 2x7.25 1.2 2x1.5 2x1.0 103.500 114.150 U 2x7.25 1.2 2x1.5 2x1.0 2x1.0 6.5 2x2.5 114.150 114.250 R 2x7.25 5.0 2x1.5 201.0
114.250 114.575 Toll Station _ 114.575 119.400 U 2x7.25 1.2 2x1.5 2xl.0 119.400 123.200 U 2x7.25 1.2 2x1 5 2x1.0 2x1.0 6.5 2x2.5 123.200 124.500 U 2x7.25 1.2 2x1.5 2xt.0 124.500 130.850 U 2x7.25 1.2 2x1.5 2x1.0 2x1.0 6.5 2x2.5 130.850 131.000 U 2x7.25 1 2 2x1.5 2x1.0 131.000 132.100 R 2x7.25 1.5 2(1.5 2x1.5 132 100 138.800 R 2x7.25 5.0 2x1.5 2x1.0 _ 138.800 143.800 U 2x7.25 1.5 2x1.5 2x1.0 5.5 2x2.5 2x2.5 143.800 153.750 R 2x7.25 5.0 2x1.5 2x1.0 153 750 156.200 U 2x7.25 1.5 2x1.5 2x10 9.0 2x2.5 2x2.5 156.200 156.800 R 2x7.25 5.0 2x1.5 2x1 0 156.800 167.975 R 2x7.25 1.5 2x1.5 2x1.5 158.075 158.750 R 2(.25 5.0 2x1.5 2 5_ 158.750 159.250 R 2x7.25 5.0 2x1.5 2x1.0 159.250 159.950 U 2x7.25 1.5 2x1.5 2x1.0 5.5 2x2.5 2x2.5 159.950 167.500 R 2x7.25 5.0 2x1.5 2x1.0 167 500 168.825 R 2x7.25 5.0 2(1.5 _ 21.5 _ _ 168.825 169.275 U 2x7.25 1.5 2x1.5 2x1.0 5.5 2x2.5 2I2.5 169.275 176.168 R 2x7.25 5.0 2(1.5 2(1.0 _ Source: Compiled From DPR of Package IVA, NHAI.
I..ea Assocites 271~ 2 -~~~ "--~~~~~~ ~~~ \~~~ \ \-~~~~~~~ KEY MAP
-- N,~~~~~~~~~~~~~~~~~~~~~~~~~~~5-O
-Project Corridor
___Natiomal Highway p ~~~~~~~~~~~~~~~~~~~~~~~~~StateBoundary _____ afrt Boimdazy Talujk Boumdsx7 ____Railway lune ____Mw. Read
___IUamutulad Road
MMITh All Chainaiges are according to PUD. chainages.-
GRANDTRUNK ROAD IMPROVEMENT PROJECT I MGFD25i.mX251r-
I '~~~~ MAP SHOWINGCONTRACT PACKAGE - [VA []IL.mmA..OCh. othAl v Ld u Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project 1.3 MAJOR FINDINGS OF THE EA
1.3.1 AIR Highest concentrationsof SPM, CO and NO, are predictedfor the beginningof Package IV A (km 317.000-319.000). This urbanisedstretch on the initial few kilometresof VRM bypassis the only stretch where CO levels are likely to exceedthe 2000 pg/m3 limit for residentialarea at 25 m on either side of the corridor. The valuesfor NOx are likely to exceedthe limit of 80 pg/M3 in 2025A.D., whereasin 2015A.D., the valueswill exceedthe limit only within 25 m from centreline. All the other urbansections but for Chandauliare beingbypassed by the project.
1.3.2 WATER: HYDROLOGYAND DRAINAGE Since the soil type is sandy loam, the natural drainage of the area in general is good. Drainage structures in the urbanisedareas are either non-existentor completely choked.In urbanisedareas the road was observedto be laid at the groundlevel and at some places it is belowthe HFL resulting in overtopping.The problemis acute in the Naubatpurand Saidraja areas due to domestic and commercialwaste water being let out on the corridor.This stretchof the corridor is being bypassed and hencefurther degradationis avoided. The Drainagesystem betweenKaimur Rangeand flood planesof UP and Bihar faces severefloods. Such floods have been experiencedthrice in last 15 years. Particularlythe stretch betweenriver Karamanasaand river Durgawatigets flooded in every five or six years during monsoons.On the existing alignment there are 2 two lane bridges Karamanasaat km 47.000 and Durgawatiat km 58.000. The carriageway has been elevated by 1.0m to 1.5m within the urban areas to provide better drainage. Cross drainage structures have been examinedfor their hydraulicadequacy and further improvementsor new structureshave been proposedin the engineeringdesign to solve the drainage problemsalong the alignment.
1.3.3 LAND The NH-2 in this packagetraverses over the highlyfertile Indo-Gangeticplain. With provisionof three bypassesat Syed Raja, Naubatpurand Dirkhil,the acquisitionof land will be a significantissue since these tracts of productivesoil will be put out of use permanently.32.55ha of productiveagricultural land needsto be acquiredfor the bypassand 12.97haof agriculturalland to be taken up for widening alongthe existing alignment. Slope stability is a problem at high embankmentareas. Soil erosion againstside slopes is a local problem.It has been adequatelyaddressed through good engineeringdesigns. Borrow areasfor the projecthas been proposedmostly on non-productivelands. Redevelopmentof these areasafter the borrowingneeds to be adequatelyaddressed in the project.
1.3.4 NOISE For Package IV A, the highest noise values are predictedaround Jagdishsaraiand Chandauli(km 31.000 - 33.000) with highestlevels around 84.5 dB(A).A raise of nearly 15 dB(A) is predictedfor this package. The other high levels are expectednear settlements of Dirkhili (km 62.000 - 63.000), Karmanasha(km 48.000). The lowestlevels are predictedto occur alongthe VRM-bypassand from km 49.000 to km. 52.000. In 2025 A.D., it is predictedthat the noise levels at many placeswithin 25
I ea 4ssctatPe 3 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project m from the carriagewaywill be as high as 84 dB (A). Even as far as 500 m from the centerline.the noise levels will remaihat around63 dB (A), 8 dB (A) abovethe daytimelevels for residentialareas.
1.3.5 FLORA Landon either side is agriculturalor rural/residential.No endangeredflora specieshas beenreported along the highway. There is no reserve forest or protectedforest along the project corridor. The impact of removal of trees howevershould be a concern.The roadsideplantation in the state of Uttar Pradesh,declared as protectedForests, will needto be clearedfor the project.A total of 15200trees within the existing RoW need to be felled for the project.This will causetemporary inconvenience to the rmadusers due to loss of shadetrees.
1.3.6 FAUNA Domesticatedanimals constitute the major proportionof faunal density in the area. No wild life reservedforest; nationalpark or RecreationPark is underthe influencearea of the projectpackage 4A. Some water bodies abutting the highway do serve as a temporary/permanenthabitat for the migratoryor even residentavifauna.
1.3.7 HUMANUSE VALUES The dominantland use along the highway is agricultural.The major crops grownare wheat, maize, rice and pulses. 52.47haof land needsto be acquiredout of which 45.52ha will be agriculturalland. It is envisagedthat the agriculturalland alongthe highwaywill get convertedto industrial/commercial use to realise the value of the improvedconnectivity of the area. A total of 7 schools/collegesand 6 office buildings abut the road. The proposed widening and strengtheningwill affect roadside amenitiesand some locationswill be more vulnerablethan before.Apart from these, 26 wells and 6 handpumps are gettingimpacted and some of thesehave to be relocated.Increased vehicular speed along the highway will subject the residents of fringe areas of the road to increasedrisk from speedingvehicles.
1.3.8 INDUCEDIRIBBONDEVELOPMENT Varanasi city's present concentrationtrend is to the north of NH-2. A bypass (VRM bypass) has recently come up circumventing two more settlements nearby: Ram nagar and Mughal Sarai. Analysisof developmenttrends along bypassesin other cities along NH-2indicates that Varanasiwill also register a decadalgrowth rate of 2.60% to 3.0% in the area betweenthe prior NH-2 and the bypasswithin the design period. The VRM junctiontowards the east end of the bypasshas attracted settlementconcentration. All the settlementsto the west of the city will be engulfedas a part of the urban agglomeration.In general all the settlementsalong the corridorare predictedto experiencea sudden boomin activity and populationwith the start of operationof the 4/6 lane NH-2.
1.3.9 CULTURALPROPERTIES There are no sites designatedas 'Protected Monuments'protected by the ArchaeologicalSurvey of India along PackageIV A. However,there are 15 small religiousstructures along the corridorof local significance.The detaileddrawings of the measuressuggested and the associatedBills of Quantities form a part of this EMP.
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4 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
1.3.10 QUALITY OF LIFE VALUES The proiect is expected to bring in substantial improvement in connectivity along the corridor. This will bring an influx of opportunities, ideas, materials, employment and movement. Thus an improvement in quality of life of the region is predicted. Presently, the traffic conditions are characterised by mixed traffic with bullock carts and high-speed truck jostling for space on the highway. These combinations create hazardous conditions for all the road 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 been raised with reference to the children using the highway to get to the numerous schools and other educational institutions that have direct access opening on to the NH-2.
1.3.11 RESETTLEMENT A total of 1089 families will be affected of whom 842 will be displaced. The entitlement framework of the GTRIP provides for distinct entitlements and assistance for each category of the displaced families/ persons. For details refer the Consolidated RAP Report and the RAP for Package IV A.
1.4 SUMMARYOF CRITICALIMPACTS I ISSUES Issue Description Removal of road side trees | A total of 15200 trees need to be removed to accommodate the RoW Loss of productive top soil Acquistion of 45.52 ha of productive agricultural land is required High Air pollution levels Start of the VRM Bypass High noise levels Jagdish sarai and Chandauli Dralnage and Floodi Naubatpur, Saidraja
1.5 ENVIRONMENTALMANAGEMENT MEASURES PROPOSED A description of the various management measures during the various stages of the project is provided in the following sections.
1.5.1 PRE-CONSTRUCTION STAGE During the pre-construction stage, the management measures required will include, the clearance of the RoW, transplantation of the candidate trees identified, the measures for protecting/replacing community resources such as hand pumps and other utilities likely to be impacted. Their enhancement shall also be completed before construction actually starts so that the community can start using these while the construction activity begins.
1.5.2 CONSTRUCTION STAGE This will be the most crucial and active stage for the Environmental Management Plan. In addition to the monitoring of the construction activity itself to ensure that the environment is not impactod beyond permissible limits, the enhancement of cultural properties, mitigation and enhancement measures for water bodies will go on simultaneously as the construction progresses. To facilitate implementation qf the enhancement and mitigation measures suggested, working drawings of the same are provided in the Appendices. In addition, the need for a balanced evaluation and planning for risks associated with construction activities related to roads such as accidental spillages and consequent damage to the surrounding environment in terms of loss of flora and fauna, agricultural crop or worse fertile land, continues to
ea- AWsmiat
5 Environmernal Management Plan - Package IV A Grand Trunk Road Improvement Project grow in importance.Other possiblelocations where a risk assessment'will be useful include the locationsof Hot Mix plants(spillage of fuel, bitumenetc) and labour-campsites.
1.5.3 OPERATIONSTAGE The operation stage will essentiallyentail monitoringactivity along the corridor. The monitoringfor pollutants specified in the MonitoringPlan will serve the two purposes.In additionto checking the efficacy of the protection/mitigation/enhancementmeasures implemented,this will help verify or refute the predictions made as a part of the impact assessment2. Thus, it will complete a very importantfeedback loop for the NHAI. The measures adoptedand/or to be adoptedduring the differentstages of the project have been detailedin Table 3. The responsibilityfor implementationand supervisionof EMPsare vestedwith four agencies,namely Contractors,NHA!, PIU'and Engineers.The Contractcrsherein mean the agencyhired for execution of the constructionworks for the respectivecontract packages.NHAI would be the implementation agencyat two levels one at Centrereferred as NHAIand the otherat Packagelevel namedas PIU, in the EMP.The term engineerrefers to the SupervisionConsultant.
While risk management here deals exclusively with the physical environment, the Resettlement Action Plan addresses equally real risks on the socio-economicaspects. Contingency Planningmay be adopted to set aside resources for the events for which there is no way of predicting severity and probability of occurrence with any great degree of confidence. Normally fixed proportionof the emergency response resource allocation is kept always on stand-by to counter 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 the operation phase of the project almost exclusively deals with the accidents of vehicles carrying fuel or other hazardous materials. At this stage too, a dispassionate weighing up of the severity and probability is a must to ensure that neither too 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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6 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Table 3 Environmental Management Plan
Environmental Referenceto I 6 Responsibility MittgationMeasures Contract Locations Time Frame Impact/Issue i Documents' Implementation Supervision
P-1.0: Pre-constructionStaae P.1 1 | Treeswill be removedfrom the Corridorof Impact(or, Before Removalof tsite, in other words) before the commencementof Legal Corridoroflmpact. Construction I Contractor PIU NHAI Trees Construction with prior clearance from the Forest requirement starts. IDepartrnent. _.. . _.. _ _ Treesidentified, as candidatesfor transplantation,shall trees selectedby be transplanted at available incidental spaces. The the SC fromnthelist Beforethe site is SpecialContractor/ P.1.2Tree transplantation shall be completed prior to the Project thenSnrmtenist Before rth SpencilobntractUr/ Transplantation commencementof the construction.The methodology requirement givenin Appendix2 handedover to Agencyto be identified PIU, NHAI and tchniqesadpted tobeor trnsplatatio areshall be consideredfor the contractor, for this purpose and techniques to be adopted for transplantationare taslnain presentedin Appendix1 of this report. transplantabon. The acquisition of land and privateproperties shall be NGOs Collaborating carried out in accordanceto the RAP and entitlement Agencies p.1.3 | Frameworkfor the project. It shall be ensuredthat all PIU, NHAI, Grievance P.n.d R&R activities be reasonably completed before the RAP and Before RedressalCells (GRC) Landand construction activity starts, on any sub-section of Project Corridorof impact construction District Level PIU, NHAI Property projectroads. requirement. starts Committee(DLC) Acquisition All grievancesof the EPs will be reasonablyredressed, C irtee(DC in accordanceto the RAP implementationmechanism Distritiesei suggestedfor the project. I authorities All utilities will be relocatedwith prior approval of the Before Ut.y mconcernedagencies. Relocation will be reasonably Project I Referutility relocation construct PIU, NHAI, PIU Relocation completebefore construction starts, on any sub-section requirement. drawings. starts. ConstructionAgencies. e of the projectroad.
Someof themitigation measures are preventivein naturewhile someothers includeadditional measures in terms of environmentalconservation and involvephysical annd construciion work The ContractDocuments refer to thefollowing: Ministryot SurfaceTransport, Roads Wing (MoST),Government of India Specificationsfor Road and BridgeWorks (Third Revision,1995. Reprinted, 1998).Specific and generalconditions of the contract. sUnless otherwisestated, the Project Sitecovers area beyond the Corridorof Impaciand/or the RoW, such as borrowareas, access roads, service roads and equipmentstorage sites (MoST 306.3). 6 Time frame refersto the durationor instant of time whenthe mitigationmeasures vwill be taken. ReferEIA Reportof the projectfor requireddetails or Ihe variousmitigalion/management measures proposed. LeaAssociates 7 CZtr Environmental Management Ptan - Package IV A Grand Trunk Road Improvement Project
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All community utilities such as community sources of water will be replaced at appropriate locations. List of community Removal of The relocation of hand pumps at new locations shall be i RAP utilities as hand Before Design ConsLultants PIU to details provided in Drawing pumps, wells etc are construction Community Rcarried out in accordance requirement. PILJNHAI No. T - 8 or Drawing No. T - 9 as applicable provided in Appendix starts. Utility , The replacement will be reasonably complete before 3.
construction starts. All cultural properties within the Col shall be relocated I Refer list of cultural P 1.6: at suitable locations, as desired by the community.R Relocation of | Local Community meetings, facilitated by local NGOs, Design Consultants/ Cultural will be held to discuss relocation aspects, siting of r PIUgNHAIC Property structures etc. requirement 4. starts. Relocation will be complete before construction starts. l Advance notice, as per RAP shall be given to the Notice to be P.1.7 encroachers. For squatters needing relocation, all R&R served at least Clearance of activities will be undertaken. Entitlements, as per NHAI RAP Within RoW four months PIU, NHAI PIU Encroachment/ Entitlement Framework the GTRIP will be complete requirement. before Revenue Authorities squatters before construction starts, on any sub-section of project scheduled start roads. of construction. I: C-1.0: Construc tion Stage :_____:.__ C.1.1 T(a)Debris generated due to the dismantling of the MoST: 1126 Generation of existing pavement structure shall be suitably reused in Debris the proposed construction, subject to the suitability of the material and the approval of the Engineer, as follows: * The embankment fill materials shall be reused for proposed embankment. I MoST: 112 2 T the ThroughoutDuring Project ~ENGINEER, . The sub grade of the existing pavement shall be ContractorNI used as embankment fill material Cordor. Construction CotrctrAI. i The existing base and sub-base'shall be recycled| as sub-base of the new road | The existing bitumen surface can be utilized for the paving of cross roads, e,-cess roads, and paving, works in construction sites and camps, temporary traffic diversions, haulage routes etc.
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(b) Unutilisable debris material shall be suitably disposed off by the contractor, either for the filling up of borrow areas created 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 borrowl area fill material, the contractor shall ensure that the filled area is covered with a layer of preserved l topsoil as envisaged in C.1.2. of the EMP. I At locations identified for dumping of residual bituminous wastes, the dumping shall be carried out over a 60mm thick layer of rammed clay so as to eliminate the possibility of the leaching of the wastes into the ground water. The contractor shall ensure that the filled area is covered with a layer of preserved topsoil as suggested in Drawing No. T - 30. (c) All arrangement for transportation during construction including provision, maintenance, dismantling and clearing debris, where necessary will be considered incidental to the work and should be planned and implemented by the contractor as approved and directed by the Engineer. d) Bentonite Slurry or similar debris generated from pile driving or other construction activities shall be disposed such that it does not flow into the surface water bodies or form mud puddles in the area. Project C.1.2 - (a) The topsoil from all areas of cutting and all areas to Throughout Loss of Topsoil be permanently covered shall be stripped to a specified MoST: 300 Corridor, where depth of 150mm and stored in stockpiles. At least 10% productive land is of the temporarily acquired area shall be earmarked for acquired. During Engineer, PIU MoST Borrow areas Construction ContraCtOr [ NHAI. (b) The stockpile shall be designed such that the slope 305.3.9 identified for the does not exceed 1:2 (vertical to horizontal), and the height of the pile be restricted to 2m. To retain soil and I in Appendix 5.pe to allow percolation of water, the edges of the pile shall
______Lea Associates 9 Q C EnvoronmentalManagement Plan - Package IVA Grand Trunk Road Improvement Project
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be protected by silt fencing as detailed out in typical Drewing No. T - 17. j MoST: (c)Stockpiles will not be surcharged or otherwise loaded 305.3.3 and multiple handling will be kept to a minimum to i ensure that no compaction will occur. The stockpiles shall be covered with gunny bags or tarpaulin. (d) It shall be ensured by the contractor that the topsoil will not be unnecessarily trafficked either before stripping or when in stockpiles. (e) Such stockpiled topsoil will be returned to cover the disturbed area and cut slopes. Residual topsoil will be I distributed on adjoining/proximate barren/rocky areas as identified by the Er-gineer 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 : C.1.3 shall move or be stationed in-the designated area (RoW MoST: 112.6 Compaction of or Col, as applicable) only. While operating on Throughout Project | During Engineer, Soil temporarily acquired land for traffic detours, storage, Corridor and all areas Construction Contractor. PUNHAI material handling or any other construction related or MoST: temporarily acquired. | incidental activities, topsoil from agricultural land will be 305.2.2.2 preserved as mentioned above. C.4 Borrowing i(a)Arrangement for locating the source of supply of MoST: t - -- of Earth material for embankment and sub-grade as well as 305.2.2 2 compliance to environmental requirements in respect of excavation and borrow areas as stipulated, from time to Itime by the MoEF and the local bodies, as applicable, At all borrow area ishall be the sole responsibility of the contractor. I locations suggested During , Engineer, (b)No borrow area shall be opened without permission of I MoST: fortheprojectin Construction Conracor PIU,NHAI. the Engineer. The borrowing shall not be carried out in 305.2.2.2 Appendix 5. cultivable lands, unless and until, it shall be agreed upon by the Engineer that there is no suitable uncultivable land in the vicinity for borrowing, or there are private land owners willing to allow borrowing on their fields.
Lea Associates 10 ~Kt U[ 7_ Envioninental Management Plan - Package IV A Grand Trunh Road Improvement Project
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(c)Borrowing of earth shall be carried out at locations MoST: 305.2 recommended in Appendix 5. Non Cultivable lands Borrowing of earth will be carried out upto a depth of 1.0 m from the existing ground level. Borrowing of earth shall not be done continuously. The slope of the edges shall be maintained not steeper then 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, 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 nun-compliance shall be made good by the Contractor at his own cost. C.1.5 a) Borrow pits shall not be eug continuously in a stretch.l Degradation of The location, shape and size of the designated borrow MoST: All borrow areas. During Co t o Engineer, Borrow Areas areas shall be as approved by the Engineer and in 1 305.2.2.2 A Construction PIU,NHAI accordance to the IRC recommended practice for borrow
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pits for road embankments. b) Borrow pits shall be re-developed at such borrow locations, spoils shall be dumped with an overlay of MoST: 1111 stockpiled topsoil (as per the clauses of the EMP), in accordance with compliance requirements with respect to MoEF/UPSPCB (For the stretch in UP) and BSPCB (for the stretch in Bihar) guidelines. Redevelopment of borrow areas shall be taken up in accordance with the I plans approved by the Engineer's environmental specialist. ______C. 1.6 Soil a) On road embankment slopes, slopes of all cut, fill etc., Erosion shrubs and grass will be planted. On sections with high Design filling and deep cutting the side slopes will be graded requirement and covered with bushes and grass, etc., as per Ispecifications for stone pitching, grass and shrub given in the Bid Documents. b) In borrow pits, the depth of the pits shall be soa |regulated that the sides of the excavation will have a MoST: slope not steeper than 1 vertical to 4 horizontal, from the 305.2.2.2 edge of the final section of bank. . c) Along sections abutting water bodies, stone pitching Throughout Project needs to be carried out for slopes between lvertical: 4 Ccrridor, horizontal to 1 vertical to 2 horizontal as per typical MoST: 306.2 all borrow areas, During ContractorEngineer, details provided in Drawing Nc. T - 35 and Drawing No. service roads and Construction. PIU,NHAI. T - 35 A. Gabion structures shall be provided for slopes MoST 306.2 equipment storage steeper than 1 vertical to 2 horizontal, as per typical I sites, etc. detailsprovided in DrawingNo. T -16. d) The work shall consistof i-reasuresas per design,or I as directed by the Engineerto control soil erosion, I sedimentationand water pollution, through useof berms, dikes, sedimentbasins, fiber mats, mulches, grasses, slope drains and other devices All temporary sedimentation,pollution control works and maintenance thereofwill be deemedas incidentalto the earthwork or other items of work and as such no separatepayment will be madefor them.
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C. 1.7 a) Vehicle/machinery and equipment operation, Contamination maintenance and refueling shall be carried out in such a of Soil by Fuel fashion that spillage of fuels and lubricants does not Contract and Lubricants contaminate the ground. An "oil interceptor" will be document provided for wash down and refueling areas. Refer Drawing No. T - 26 for typical design details of the oil interceptors to be provided. Fuel storage shall be in proper bunded areas All spills and collected petroleum Throughout Project products shall be disposed off in accordance with MoEF, Corridor, During UPSPCB and BSPCB guidelines for the stretches falling all access roads, sites Contractor. ENgi in the respectivestates. temporarilyacquiredPUNA b) Fuel storage and refilling areas shall be located at and all borrow areas. least 300m from all cross drainage structures and important water bodies or as directed by the Engineer. c) In all fuel storage and refueling areas, if located on agricultural land or areas supporting vegetation, the topsoil shall be stripped, stockpiled and returned after cessation of such storage and refueling activities as per EMP clause no. C.1.2. C.1.8 a) All spoils shall be disposed off in the manner as Contamination specified in EMP. Spoil from excavation of riverbed shall of Soil by be managed and disposed off as directed by the Construction Engineer. No new disposal site shall be created as part Wastes & their of the project, which is not treated as per EMP clause disposal C.1.1, except with prior and express approval of the T Engineer in the course of the project. Corridor, During C Engineer, all accessroads, sites iCnrco b) All waste material shall be completely disposed as Construction PIU,NHAI !desired and the site shall be fully cleaned before MoST: 201.2 temporarily acquiredas i handing 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 claim, arising out ofwaste disposal shall MoST be resolved by the contractor at his cost. 301.3.11 C 1.9 The Contractor shall obtain materials from quarries only MoST 111,3 All quarries During licensing Contractor Engineer, Quarry after consent of the DoF or other concerned authorities recommended to be and during PIUNHAI
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Operations and only after developmentof a comprehensivequarry' used in the projectare operationof the redevelopmentplan, as per the Uttar Pradeshor Bihar givenin Appendix6. quarriesfor the Mining Rules Alternativelythe Contractorshall acquire project the required material from quarries licensed by the UPSPCBand BSPCBfor the respectivestates in which the quarry is in operation.The quarry operationsshall be undertakenwithin the rulesand regulationsin force. C. 1.10Loss of a) Filling of surfacewater bodiesshall be compensated WaterBodies by digging an equalvolume of soil for water storage. Design Suchdug-up soil shall be usedfor spreadingas tOpsOil. requirement. b) Whereverdigging is undertaken,the banks shall be protectedby meansas designedor as approvedby the Engineer, The excavationshall be carried out in a Whenever manner so that the side slopesare no steeperthan 1 MoST. All water body encountered Contracto vertical to 4 horizontal,otherwise slope protectionwork 305.4.1 locationslikely to be during Contractor PIU,NHAI. shall be provided,as approved by the Engineerand impacted. construction specifiedby EMPclause C.1.6. (c) As far as practicable, and as approved by the Engineer,excavation for replacementof water bodies shall be at the closest possible placellocation,with respect to the original water body or part thereof consumedby filling. C.1.11 Lossof a) Any source of water (potable or otherwise)for the OtherWater communitysuch as wells,tube-well, etc., incidentally lost RAP Sources shall be replacedimmediately. The locationand siting of requirement. the replacedsource of water shall be as per design, or MoST:110.3 jas directedby the Engineer.In general,there shouldbe ThroughoutProject Wev only lateraldisplacement (of the newsite from the old). Corridor, encountered Engineer, b) Executionof enhancementmeasures at water body all accessroads, sites during Contractor PIU,NHAI. locationsidentified for enhancementshall be completed temporarilyacquired construction in accordanceto the individual drawings,specified for MoST301.5 and all borrowareas, [those locations.Refer Appendix 7 for the list of surface water bodiesthat are to be enhancedand the detailed drawingsfor thoselocations. c) The replacementshall be ready prior to demolition/
z7r-C! LeaAssociates 14 'Q=7 EnvwionrmentalManagement Plan - Package IV A Grand TrunkRoad Improvement Project
Environmental 3 Reference to Responsibility 6 Impact/lssue Mitigation Measures Contract 4 Location Time Frame Documents Implementation Supervision dismantling of the existing source This sub-clause covers the identified sources of water in the pre- construction stage. The relocation of the hand pumps shall be carried out as detailed in the typical design drawings presented in Drawing No. T - 8 or Drawing No. T - 9 as applicable Mitigation measures as detailed in Drawing Drawing No. T - 22, Drawing No. T - 23 A or Drawing No. T - 23 B shall be carried out at the various wells locations identified. Refer Appendix 3 for the list of wells where mitigation measures 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 cascading shall be carried out as per the details provided in Drawing No. T - 5. Sedimentation traps shall be provided at drains location entering into the water bodies as per details in Drawing No. T - 4. t-- -- - ______... - .------__ . . C.1.12 Flooding a) In addition to the design requirements, the contractor I l shall take all desired measures as directed by the l lr.ec Engineer such measures to prevent temporary or Throughout project During I permanent flooding of the site or any adjacent area. cordor, all access Construction o Engineer, b) The scope for prevention of flooding includes 3053T.2 roads, s ates andctherDefectsrntractoro PIU,NHA prevention of loss of use, loss of access of any land or .3. and all borrow areas Liability Period. property thereon resulting from flowing or stagnant water as direct/ indirect impact of construction. C.1.13 Siltation a) Silt fencing will be provided at the base of the into Water embankment for the entire perimeter of any water body MoT:6 T P Bodies (including wells) as per detail in Drawing No. T - 17. Throughout Project b) Siltation of soil into the water bodies will be prevented Corridor, all access as far as possible. The contractor will take all reasonable roads, sites Construction Contractor. PU,NHA measures as per EMP ClauseC. 1.6 temporarily acquired ,c) Construction materials containing fine particles shall MoST:306 and all borrow areas be stored in an enclosure such that sediment laden water does not drain into nearby watercourses
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C.1.14 Torrent la) No tree or vegetation other than those designated for Run-off 'felling will be cut. MoST: 201.2 Throughout Project lb) The contractor shall take all necessary precautions Corridor, all access During Engineer I ~~~~~~~~~~~~~~roads,sites . Contractor.Enner jand construct temporary/permanent (as per C.1.6 or MoST: Construction. PIU,NHAI. C.1.13) devices to prevent water pollution (due to 306.2 & 4 and all borrow areas. silltation and increase of turbidity). l l
C.1.15 a) In sections along water courses, and close to cross- Alterationof drainage channels, earth, stone or any other Drainage construction materialsor appendageshall be properly MoST: ThroughoutProject disposedoff so as not to blockthe flow of water. 305.3.7 Corridor,all access b) All necessarymeasures shall be taken to prevent roads,sites During Contractor. EngiNIeer, earthwork,stonework, materials and appendageas well temporarilyacquired Construction. PU,NHAL as the method of operation from impeding cross- MoST: 306 and all borrowareas. drainage at rivers, streams,water canals and existing irrigation and drainage systems. . C.1.16 Retentionponds, surfacewater bodieswill be created GroundWater as per drainagedesign. Tree andvegetation plantation Design As per Drainage During Cot Engineer, Depletion will be conserved and additionally planted as per requirement. Design. Construction. PIU,NHAI. design. Design- C.1.17 1 Increased MoST:111.15 EntireProject Site. Run-off Retentionwork will betaken up on the roadsidedrainage During Contractor Engineer, channelsas perthe roadsidedrainage design. Construction. PIU,NHAI. I ~~~~~~~~~~~~~~~~~AsperDrainage Design Design. requirement C.1.18 a) All measureswill be takento preventthe wastewater Contamination tproduced in construction from entering directly into MoST:306 ThroughoutProject of Water from streams, water bodies or the irrigation system, as i Corridor Construction directedby Engineer. MoST| During Engineer, Wastes b) Constructionwork close to the streams or water 111.13 all accessroads, sites Construction PIU,NHAI. bodies shall be avoidedduring monsoon and measures adlloraro acrea as per EMPclause C 1.13will betaken, c) The discharge standards promulgated under the
Lea Associates 16 Environmental Management Pllan - Package IV A Grand Trink Road Improvement Project
Environmental 3 R~~~~~~~~Eeferenceto Responsibility 6 Mitigation Measures3 Contract Location5 Time Frame I cDocuments4 Implementation Supervision 'Environmental Protection Act, 1986 shall be strictly MoST: 111.1 adhered to. All waste arising from the project is to be Idisposed off in a manner that is acceptable to the Uttar 1 ,Pradesh State Pollution Control Board (UPSPCB), Bihar 'State Pollution Control Board (BSPCB) and the iEngineer. C 119 (a) The work shall be carried out in such a manner that MoST: 111.4 Contamination pollution of natural watercourses, ponds, tanks and from Fuel and reservoirs is avoided. MoST: 113.13 T P . . Lubricants (b) Vehicle, machinery & equipment maintenance and refuelling shall be done in a manner as specified in Cordor, all access EMP clause C.1.7 to prevent pollution of water. roads, sites * At construction vehicle parking locations and at MoST: 111.1 alltemporarily borrowareas acquired, and DuringEnier Engineer fuel/lubricant storage sites, oil and grease traps shall be truck lay-byes. Construction l Contractor PU,NHAi. iprovided to prevent the contamination of the soil and t nearby watercourses, as per designs annexed in Location of truck lay- Drawing No. T - 14. byes is given in (c) Waste products must be collected, stored and taken Appendix 8. to approved disposal sites in compliance of UPSPCB/BSPCB guidelines or any other relevant laws, and to the entire satisfaction of the Engineer. C.1.20 (u) Construction labourers' camps shall be located at Sanitation and least 200m away from the nearest habitation based on MoST: 111.14 waste disposal the conceptual plan provided in Drawing No. T - 29 and in construction details of which shall be approved by the Engineer. camps (b) The sewage system for a construction labourer's During camp shall be designed, built and operated so that no Establishment, pollution to ground or adjacent water bodies/ Operation and Contractor. Engineer, watercourses takes place. Compliance with the relevant D PIU,NHAI. legislation shall be strictly adhered to. Garbage bins All Construction Such Camps.of shall be provided in the camps and regularly emptied Worker's Camps S C and the garbage disposed off in a hygienic manner, to including areas in the satisfaction of the relevant norms and the Engineer. immediate vicinity. (c) In connection with underground, water resources, including percolating water, the contractor shall take all
- Lea Associates 17 =: EnvironmentaiManagement Plan - PackageIV A, GrandThink Roadimptovement Project
Reference to Responsibility 3 6 Envimpactnmen, Mitigation Measures Contract Locations Time Frame Impact/Issue g ouets4 Iimplementation Supervision Documen necessary precaution to prevent interference with such water resources. MoST. 111.1 (d) All relevant provisions of the Factories Act, 1948 and the Building and other Construction Workers (regulation of Employment and Conditions of Service) Act, 1996 shall be adhered to. (e) Unless otherwise arranged by the local sanitary authority, arrangements for proper disposal of exereta by Composting at the workplace suitably approved by the local medical health or municipal authorities or as per directed by Engineer, shall be made. C. 1.21 Wastage (a) The contractorwill minimisewastage ofwater in the of construction process/operations. Project Water (b) The Contractor shall arrange for supply and storage requirement Throughout Project of water and no such supply and storage will be Corridor, all access I provided by the PIU, NHAI. The Contractor shall not roads, sites During Contractor. Engineer, open a new borewell or extract groundwater without temporirily acquired Construction. PIU,NHAI permission from the UP Ground Water Board. The and all borrow areas. Contractor may, however, use any existing borewell or any other source of water supply subject to necessary _ or relevant arrangement. ___ _ C.1.22 (a) The Contractor shall be responsible for arranging Disruption to adequate supply of water for the whole construction other Users of period. Throughout Project Water (b) While working across or close to perennial water Corridor, all access bodies, the Contractor shall not prevent the flow of roais, sites water. If for any bridgework, etc., closure of flow is temporarily acquired E required, the Contractor shall seek approval of the RAP and all borrowareas During Contractor Engineer, Engineer. The Engineer will have the right to ask the requirement. as well as the Construction C U,NHAI. Contractor to serve notice on the downstream users of | immediate water sufficiently in advance. surroundings of these (c) Construction over and close to the non-perennial areas. streams shall be undertaken in the dry session. Construction over the irrigation canals, if disruption to the flow, quality of water and adverse impact on the _ ___ _
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Responsibility E-nvironmental 3 .Reference to 5 6 ImpactSlsse Mitigation Measures Contract Location Time Frame Documents4 nmplennentation Supervision irrigation structure is expected (or probable in the view of the Engineer), will be undertaken at the obtaining necessary permission from the Department of Irrigation. (d) Construction work expected to disrupt users and j impacting community water bodies will be taken up | after serving notice on the local community. (e) The Contractor may use the natural sources of water subject to the provision that any claim arising out I of conflicts with other users of the said natural sources of water shall be dealt with entirely by the contractor. C.1.23 (a) All vehicles delivering materals to the site shall be MoST: 111.9 Generation of covered to avoid spillage of materials. Dust (b) The Contractor shall take every precaution to reduce the level of dust emission from the hot mix MoST 1115 ! plants and the batching plants up to the satisfaction of I the Engineer. (c) All existing highways and roads used by vehicles of MoST: 111.9 the contractor, or any of his sub-contractor or suppliers of materials or plant and similarly roads which are part of the works shall be kept clean and clear of all dust/mud or other extraneous materials dropped by Throughout Project such vehicles or their tyres. Corridor, all access D i (d) Clearance shall be effected immediately by manual roads, sites Co sweeping and removal of debris, or, if so directed by MoST 111.10 temporarily acquired [ PIUNHAI. the Engineer, by mechanical sweeping and clearing and all borrow areas. equipment, and all dust, mud and other debris shall be removed completely. Additionally, if so directed by the MoST: 118.1 Engineer, the road surfaces shall be hosed or watered using necessary equipment. (e) Plants, machinery and equipment shall be so handled (including dismantling) as to minimise Contract generation of dust. document (f) All earthwork shall be protected in a manner i acceptable to the Engineer to minimise generation of dust.
19______------Lea Associates 19 77= Environmental Management Plan - Package IV A Grand Trunk Road inprovement Project
3 Reference to 6 Responsibility Envilronmental 3 Impact/rssue Mitigation Measures Contract Location Time Framee R Documents4 Implemnentation Supervision (g) The hot-mix plants shall be fitted with dust extraction units in order that the exhausts comply with the requirements of the relevant current emission control legislation. C 1 24 Emission (a) Hot mix plantsand batchingplants shall be located from Hot-Mix jsufficiently away from habitation, agricultural operations Plants and or industrial establishments. Where possible such Batching Plants plants will be located at least 1000m away from the nearest habitation. MoST: 111.5 (b) The exhaust gases shall comply with the During Erection, requirements of the relevant current emission control All Hot-mix and Testing, Engineer, legislation. All operations at plants shall be undertaken Batching Plants. Operation and Contractor. PIUNHAI in accordance with all current rules and regulations MoST: 111.5 DSsmantsingof Iprotecting the environment. Such Plants. (c) Monitoring of the pollutants shall be carried out by the agency identified for Environmental Monitoring as detailed in the Environmental Monitoring Plan for the
______project. _ _ C.1.25 Odour (a) Construction labourers' camps shall be located atl from least 200m away from the nearest habitation to avoid Construction conflicts and stress over the infrastructure facilities, with ; labourer's the local community. Contract All Construction During camps (b) The waste disposal and sewage system for the Ctrat Labourers'Camps and Establishment, Engineer, camp shall be properly designed, built and operated so i sronigOperation and Contractor. that no odour is generated. Relevant provisions as the Dismantling of Factories Act, the Building and other Construction areas Such Camps. Workers (regulation of Employment and Conditions of Service) Act, 1996 and all other relevant legislations shall be strictly adhered to. C.1.26 Emission (a) The discharge standards promulgated under the Contract from i Environment Protection Act, 1986 shall be strictly requirement I Throughout Project Construction adhered to. All vehicles, equipment and machinery roads sDuring C rEngineer Vehicles, 4 used for construction shall conform to the relevant Construction. PIU,NHAI. Equipment and Bureau of Indian Standard (BIS) norms. temporarily acquired Machinery (b) All vehicles, equipment and machinery used for
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3 i Reference to Responsibility Environmental Mitigation Measures Contract Locations Time Frame6 4 Impact/Issue Documents Implementation Supervision
construction shall be regularly maintained to ensure Contract that pollution emission levels comply with the relevant requirement requirements of UPSPCB or BSPCB (for the stretches in the respective states) and the Engineer. C.1. 27 Pollution (a) All crushers used in construction shall conform to I from Crusher relevant dust emission control legislations. Clearance i for siting shall be obtained from the UPSPCB for the Contract stretch in UP and BSPCB for the stretch in BSPCB. requirement Alternatively, only crushers already licensed by the UPSPCB and BSPCB for the respective regions shall During Erection, be used. All Aggregate TpesationgadEngineer, (b) Dust screening vegetation will be planted on the Crushing Plants. Operation and Contractor. PIUNHAI edge of the RoW for all existing roadside crushers. Design Such plantsl (c) The suspended particulate matter contribution value requirement. pat at a distance of 40m from a controlled isolated as well MoST: 111. 1 as from a unit located in a cluster should be less than 5OO1ig/m3. The monitoring is to be conducted is envisaged in the monitoring plan. C.1.28 Noise (a) The plants and equipmert used in construction MoST: 111.13 from Vehicles, (including the aggregate crushing plant) shall strictly Plants and conform to the Gol noise standards. Equipment (b) All vehicles and equipment used in construction MoST: 111.13 shall be fitted with exhaust silencers. During routine servicing operations, the effectiveness of exhaust silencers shall be checked and if found to be defective Throughout Project shall be replaced. Notwithstanding any other conditions Corridor, all access I Engieer of contract, noise level from any item of plant(s) must roads, sites DuringContractor. PIUNHA comply with the relevant legislation for levels of sound MoST. 111.1 temporarily acquired I emission. Non-compliant plant shall be removed from and all borrow areas. I site. (c) Noise limits for construction equipment used in this project (measured at one metre from the edge of the equipment in free field) such as compactors, rollers, MoST: 111.13 front loaders, concrete mixers, cranes (moveable), vibrators and saws shall not exceed 75 dB(A), as *-s ~ed -nth~evrME inm-ent(ProTeatro-n)RuTes, T956' ______Lea A ssociates 21 Ewvironmental Management Plan - Package IVA Grand Trunk Road Improvement Project
Environmental 3 Reference to Responsibility Impact/issue Mitigation Measures Contract 4 Location Time Framer R Documents Implementation Supervision
specified in the Environment (Protection) Rules, 1986. (d) Maintenance of vehicles, equipment and machinery shall be regular and to the satisfaction of the Engineer, to keep nioise from these at a minimum. (e) Workers in vicinity of loud noise, and workers MoST: 111.6 working with or in crushing, compaction, batching or concrete mixing operations shall wear earplugs. C.1.29 Noise (a) Blastingshall be carriadout only with permissionof from Blasting or the Engineer. All the statutory laws, regulations, rules Pre-splitting etc., pertaining to acquisition, transport, storage, Operations handling and use of explosives shall be strictly followed. MoST: 302.1 (b) Blasting shall be carried out during fixed hours During (preferably during mid-day), as permitted by the All Blasting and Pre- Preparation, Engineer, Engineer. The timing should be made known to all the splitting Sites. Closure of Such Contractor. PIUNHAI people within 500m (200m for pre-splitting) from the Sites. I blasting site in all directions. People, except those who MoST: 302.4 actually light the fuse shall be excluded from the area of 200m (50m for pre-splitting) from the blasting site in all | directions at least 10 minutes before the blasting. l
C.1.30 Loss or (a) All works shall be carried out in such a fashion that Engineer, Damage of the damage or disruption to the flora is minimum. Trees Entire Project Site. During Contractor PIU,NHAI. Vegetation or shrubs will only be felled or removed that impinge As encountered ucto directly on the permanent works or necessary Contract During Construction temporary works with prior approval from the Engineer. requirement Engineer, PIU,NHAI (b) The Engineer shall approve such felling on the As decided by the i PIU,NHAI. advice of the PIU, NHAI, and only when the PIU, NHAI DoFDuring DoF. receives a "clearance" for such felling from the DoF, as I Construction applicable. Design PIU,NHAI. (c) Trees felled shall be replaced as per the requirement. As per DoF compensatoryafforestation criteria in accordancewith Existing the Forest (Conservation) Act, 1980. Programmes Contractor DoF, PIU, NHAI
C. 1. 31 Disruption to vegetation shall be minimised and the Contract Entire Project Site. During Contractor. Engineer, Compaction of contractor shall ensure that the construction vehicle, requirement Construction PIU,NHAI
Lea Associates 22 V _ Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Environmental 3 I Reference to Responsibility EnvIronmental Mitigation Measures Contract 4 Locations Time Frames lmpacttlssue Documents Implementation Supervision
Vegetation machinery and equipment shall move or be stationed in the designated area (RoW COI, as applicable) only. During construction, at any point of time, if a rare/ C.1.32 Damage threatened/endangered flora species is found, it shall E be conserved in a suitable manner. The Engineer, on Throughout Project Curing or Loss of Chance-found Cons'ruction~~~~~~~~~~IContractor, Engineer. PIUJ,NHAI. Chance-found ! specific advice from the PIU, NHAI shall approve | Area. ConE'ruction Important Flora detailed conservation processes, plans and designs as well as associated modification in the project design. l_I,
C. 1. 33 (a) All works are to be carried out in such a fashion that Contract . i During Contractor. Engineer, Loss, Damage the damage and disruption to fauna is minimum, requirement All along the Project Construction. PIU,NHAI or Disruption to (b) Construction workers shall be instructed to protect roads, sites Fauna. natural resources and fauna, including wild animals and temporarily acquired & aquatic life. Hunting and unauthorised fishing are
_ prohibited. _ all borr_.area.. C.1.34 During construction, at any point of time, if a rare/ Damage or endangered / threatened fauna species is spotted, the Contract During Contractor, Loss of Chance- contractor shall make all arrangements to intimate the requirement Entire Project Site. Constructioni Engineer PIU,NHAI. found Important wild life authorities and measures will be taken for its Fauna. conservation during the operation period also.
C.1.35 Loss of (a) The Contractor shall provide safe and convenient Access passage for vehicles, pedestrians and livestock to and from side roads and property accesses connecting the MoST: 112.7 project road. Work that affects the use of side roads and existing accesses shall not be undertaken without providing adequate provisions to the prior satisfaction of All along the Project During Engineer, the Engineer. corridor. Construction Contractor PIU,NHAI. (b) The works shall not interfere with or cause inconvenience to public or restrict the access to use and occupation of public or private roads, railways and any other access footpaths to or of properties whether public or private.
C.1.36 Traffic (a) Detailed Traffic Control Plans shall be prepared and l l Delays and submitted to the Engineer for approval, 5 days prior to MoST: 112.1 All along the Project DuigContractor i Engineer. Congestion commencement of works on any section of road. The Corridor, Construction traffic control plans shall contain details of temporary
Lea Associates 23 7 EnvirornmentalManagement Plan - Package IV A Grand Trunk Road Improvement Project
Environmental Reference to Responsibility 3 5 Impact/Issue Mitigation Measures Contract Location Time Framef mn Documents4 Imple-nentation Supervision diversions, details of arrangements for construction under traffic and details of traffic arrangement after cessation of work each day (b) Temporary diversion (including scheme of temporary land acquisition) will be constructed with the MoST: 112.5 approval of the Engineer. While approving temporary diversion construction, the Engineer will seek endorsement from the PIU, NHAIl I(c) Special consideration shall be given in the MoST 112 2 ipreparation of the traffic control plan to the safety of o pedestrians and workers at night. (d) The Contractor shall ensure that the running surtace MoST: 112.5 is always maintained in running condition, particularly during the monsoon so that no disruption to the traffic flow occurs. (e) The temporary traffic detours shall be kept free of dust by frequent application of water, if necessary.
C-1-37 Traffic : (a) The Contractor shall take all necessary measures Control and for the safety of traffic during construction and provide, Safety erect and maintain such barricades, including signs, markings, flags, lights and flagmen as may be required l by the Engineer for the information and protection of MoST: 112.4 traffic approaching or passing through the section of the Entire Project corridor During Contractor Engineer highway under improvement. . Construction (b) All signs, barricades, pavement markings shall be MoST: 112.1 as per the MoST specification. Before taking up construction on any section of the highway, a traffic control plan shall be devised to the satisfaction of the . Engineer. C.1.38 Risk The Contractor is required to comply with all the from Operations Iprecautions as required for the safety of the workmen as per the International Labour Organisation (ILO) Contact E During t Convention No. 62 as far as those are applicable to this requirement EntIre Project site Construction Contractor Engineer contract. The contractor shall supply all necessary safety appliances such as safety goggles, helmets,
24 ______- -LeaAssociates 24 -=CZ7L Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Environmental 3 Referenceto E Responsibility EnvimpactIenl MitigationMeasures3 Contract4 Locations Time Frames ImpactUIssue . Documents Implementation Supervision m,asks, etc., to the workers and staff. The contractor has to comply with all regulation regarding safe scaffolding, ladders, working platforms, gangway, stairwells, excavations,trenches and safe means of entryand egress. C.1.39Risk Adequateprecautions will be taken to preventdanger from Electrical from electrical equipment.No material or any of the Equipment sites will be so stackedor placedas to causedanger or inconvenience to any person or the public. All necessaryfencing and lightswill be providedto protect During ithe public.All machinesto be used in the construction MoST: 106 EntireProject site. Construction Contractori Engineer. 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 maintainedas per IS provisionsand to the satisfactionof the Engineer. C.1.40Risk at (a) All workers employedon mixing asphalticmaterial, Hazardous cement, lime mortars,concrete etc., will be provided Activity with protective footwear and protective goggles. MoST:111.1 Workers, who are engagedin welding works would be provided with welder's protectiveeye-shields. Stone- breakerswill be providedwith protectivegoggles and clothingand will be seatedat sufficientlysafe intervals. (b) The use of any herbicideor other toxic chemical shall be strictly in accordancewith the manufacturer's During Engineer instructions.The Engineershall be given at least 6 MoST:111.6 EntireProject site. Construction Contractor PIU,NHAI working days notice of the proposed use of any herbicideor toxic chemical.A registerof all herbicides and othertoxic chemicalsdelivered to the site shall be kept and maintainedup to date by the Contractor.The register shall include the trade name, physical properties and characteristics,chemical ingredients, healthand safetyhazard information, safe handling and storage procedures, and emergency and first aid proceduresfor the product.
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Environmental 3 Reference to Responsibility 5 6 Impact/Issue Mitigation Measures Contract Lccation Time Frame Documents4 jImplementation Supervision
C. 1.41 Risk of No man below the age of 18 years and no woman shall Lead Pollution be employed on the work of painting with products containing lead in any form. No paint containing lead or I lead products will be used except in the form of paste or I During Engineer, readymade paint. Face masks will be supplied for use MoST: 111.1 Entire Project site Construction Contractor PU,NHAI. by the workers when paint is applied in the form of spray or a surface having lead paint dry rubbed and . scrapped. - All reasonable precaution will be taken to prevent C.1.42 Risk i danger of the workers and the public from fire, flood, Engineer, caused by drowning, etc. All necessary steps will be taken for Contract Entire Project site During Contractor lngi Force' Majure prompt first aid treatment of all injuries likely to be requirement Construction PIU,NHAI , sustained during the course of work. C.1.43 Risk (a) Except as may be provided in the contract or from Explosives | ordered or authorised by the Engineer, the Contractor i shall not use explosives. Where the use of explosives is so provided or ordered or authorised, the Contractor shall comply with the requirements of the following Sub- Clauses of this Clause besides the law of the land as applicable: (b) The Contractor shall at all times take every possible precaution and shall comply with appropriate laws and regulations relating to the importation, handling, All blasting and Pre- During Contractor Engineer transportation, storage and use of explosives and shall, splitting Sites. Construction o at 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 with and inform well in advance and obtain such permission as is required from all Government I Authorities, public bodies and private parties whomsoever concerned or affected or likely to be concerned or affected by blasting operations. 0.1.44 Malarial The Contractor shall, at his own expense, conform to all Contract Entire During Engineer, PIU,NHAI. risk anti-malarial instructions given to him by the Engineer, requirement Pro1ect site Construction Contractor
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Environnnental . . 3 t Reeenet~~~~~~~~~~~Referenceto Responsibility Environmental MitigationMeasures 3 Contract Location iTime Framer epnidt Impact/Issue Documents Implementation Supervision including filling up any borrow pits which may have I beendug by him. C.1.45 FirstAid (a) At everyworkplace, a readily availablefirst aid unit including an adequate supply of sterilised dressing 1 material and applianceswill be provided as per the FactoryRules of Biharor Uttar pradesh. (b) Workplaces, remote and far away from regular During Engineer hospitalswill have indoorheath units with one bedfor MoST:1207.6 EntireProject site. Construction Contractor PIU,NHAI every 250 workers.Suitable transport will be provided to facilitate take injuredor ill person(s)to the nearest applicable hospital. At every workplace and constructioncamp, equipment and nursingstaff shall be provided. C. 1.46 Potable (a) In everyworkplace at suitableand easilyaccessible Water placesa sufficientsupply of cold potablewater (as per IS) will be provided and maintained. If the drinking water is obtained from an intermittent public water supplythen, storagetanks will be provided. (b) All watersupply storage shall be at a distanceof not lessthan 15m from any latrine,drain or other sourceof pollution.Where water has to be drawnfrom an existing well, which is within such proximityof any latrine,drain ontract EntireProject site. Engineer, requirement ~~~~ConstructionPINHI or any other source of pollution, the well shall be r chlorinatedbefore water is drawnfrom it for drinking. (c) All suchwells shallbe entirelycovered and provided with a trap door, which shall be dust proof and waterproof. A reliable pump shall be fitted to each coveredwell. The trap door shall be kept lockedand openedonly for cleaningor inspection,which shall be doneat leastonce a month. C.1.47Hygiene (a) The Contractorduring the progressof workwill Contract provide, erect and maintain necessary (temporary) requirement All Construction Durng C Engineer living accommodationand ancillaryfacilities for labour Labourers'Camps DurinAIContractorConstruction EN . to standards and scales approved by the residentI Engineer.
LeaAssociates 27 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Environmental Reference to Responsibility 5 Measures3 Contract 4 Location Time Framem Impact/Issue Mitigation Documents :rIplemertation Supervision (b) There shall be provided within the precincts of every workplace,latrines and urinals in an accessibleplace, I and the accommodation,separately for eachfor these, as per standards set by the Building and other ConstructionWorkers (regulationof Employmentand Conditionsof Service)Act, 1996. Exceptin workplaces providedwith water-flushedlatrines connectedwith a water borne sewage system, all latrines shall be provided with dry-earth system (receptacles)which shall be cleaned at least four times daily and at least twice duringworking hours and kept in a strict sanitary condition. Receptacles shall be tarred inside and outsideat least once a year. If women are employed, separatelatrines and urinals,screened from those for men (and marked in the vernacular)shall provided. There shall be adequate supply of water, close to latrinesand urinals, (c) All temporaryaccommodation must be constructed and maintainedin%uch a fashionthat uncontaminated water is availablefor drinking, cooking and washing. The sewagesystem for the camp must be designed, built and operatedso that no health hazardoccurs and no pollutionto the air, groundor adjacentwatercourses takes place. Compliancewith the relevant legislation must be strictly adheredto. Garbage bins must be provided in the camp and regularly emptiedand the garbage disposed off in a hygienic manner. Constructioncamps areto be sited at least 200m away from the nearesthabitation and adequatehealth care is ito beprovided for the work force. I (d) Unlessotherwise arranged for by the local sanitary Iauthority, arrangement for disposal of exoreta by incinerationat the workplaceshall be made by means of a suitableincinerator approved by the local medical a health or municipal authorities.Alternatively, excreta may be disposedoff by puftinga layer of night soils at
Lea Associates 28 Environmental Management Plan - Package IV A Grand rrunkRoacn improvement Project
Responsibility Environmental 33 Reference to 5 6 Impact/issuen Mitigation Measures Contract 4 Location Time Frame Impact/issue Documents Implementation Supervision
the bottom of a permanent tank prepared for the purpose and covering it with 15 cm layer of waste or refuse and then covering it with a layer of earth for a fortnight (by then it will tum into manure). (e) On completion of the works, all such temporary structures shall be cleared away, all rubbish burnt, excreta or other disposal pits or trenches filled in and I effectively sealed off and the outline site left clean andi tidy, at the Contractor's expense, to the entire satisfaction of the Engineer. l_l C. 1.48 (a) All necessary and adequate care shall be taken to During i Contractor Engineer, Protection/Mitig minimize impact on cultural properties (which includes Construction PIU,NHAI. ation of cultural sites and remains, places of worship including I Religious temples, mosques, churches and shrines, etc., Structures and graveyards, monuments and any other important MoST: 301.5 Shrines structures as identified during design and all . . . properties/sites/remains notified under the Ancient Sites Design Entire Project site. and Remains Act). No work shall spillover to these requirement properties, premises and precincts. (b) All conservation and protection measures will be taken up as per design. Access to such properties from the road shall be maintained clear and clean. -. __1 ______. _ C.1.49 Chance (a) All fossils, coins, articles of value of antiquity and Contract found structures and other remains or things of geological or requirement Archaeological archaeological interest discovered on the site shall be property the property of the Government, and shall be dealt with as per provisions of the relevant legislation. (b) The contractor shall take reasonable precaution to prevent his workmen or any other persons from Entire Project site. Constructionr Contractor PIU,NHAI removing and damaging any such article or thing and shall, immediately upon discovery thereof and before removal acquaint the Engineer of such discovery and carry out the Engineer's instructions for dealing with the same, awaiting which all work shall be stopped 100m l all directions from the site of discovery.
Lea Associates 29 7a'=D7 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Environmental Mitigati asures3 1Reference to Responsibility Impact/Issue Mitigation Measue rCo rntrat4 Location5 Time Frame6 Imlmnain uevso mDocuments 4 mplerentation Supervision (c) The Engineer shall seek dcrection from the ArchaeologicalSociety of India (ASI) before instructing the Contractorto recommencework on the site. Road landscape plantaticn, re-vegetation of road Design EntireProject Corridor, embankmentsand other slopes, edge treatment of requirement as per the landscape C.1.50 waterbodies shall betaken up as per eitherdetailed or plan prepared. Roadside I typical landscape designs, plans prepared for the Intersectionswhere During Contractor Engineer, Landscape project(Drawings in Appendix10 detail the landscape landscapingis to be Construction PIUNHAI. I plans).Landscapes at the intersectionsaccording to the doneare given in type are given in drawingNos 3 to 5. Appendix9. Provision, replacement, restoration of bus shelters Design inclusive of bus bays complete with seating requirement arrangement,infrastructure, etc., if any, as per designs shall be takenup. EntireProject Corridor, C.1.51 Provisionof truck lay byesas perthe drawingsprovided as envisagedin the Roadside in design. DPR. Typicaldesigns During Contractor Engineer, Amenities The design layout drawingsand specificationsof the of roadsideamenities Construction lPU,NHAI. various roadside amenities shall be as per the are providedin the engineeringdesign, A conceptualdesign of bus bay DPR. and bus stop is provided in DrawingNo. T - 32 and DrawingNo. T - 33. Detailsof the busstop structureare I providedin DrawingNo. T - 34. i C. 1.52 Noise a) Provisionof barriers alongthe edge of the RoW at Design _ mitigation the locationsindicated in Appendix11 as perthe design requirement detailsindicated in drawingsfor the respectivelocations to mitigatethe rise in noise levels. Alongthe edgeof the b) Provisionof barriers aroundthe locations given in RoW and at the 1 During C.t Engineer, Appendix11 to decreasethe noise levels as per the locationsindicated in Construction PIU,NHAI. design details indicatedin DrawingsNM-4A-1 to NM- Appendix11. 4A-7. Noise barrier shall be constructed as per the DrawingNo. T - 10 or DrawingNo. T - 11, whichever is suitable. C.1.53 Road (a) Road furniture includingfootpaths, railings, storm At locationsas perthe During Engineer, Furniture water drains, crash barrier, traffic signs, speed zone Design detaileddesign Construction Contractor PU,NHAI signs, pavementmarkers and any other such itemswill requirement
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Environmental Reference to Responsibility 3 Impact/Issue Mitigation Measures Contract 4 Location5 Time Frarme6 Documents Impleiefntation Supervision
be provided as per design given in the Bid Documents. requirement i Location of bus stops (b) Intersections, rotaries, traffic islands, roadside for enhancements is protection and other structures or furniture shall be Design given in Appendix 12. constructed, complete with the landscape elements as requirement per landscape design. (c) Enhancement of bus stops as per the typical design drawings Draving No. T - 33 and Drawing No. T - 34. _ __._ _ __.__
C.1.54 (a) Enhancement of all cultural properties inclusive of Design At the locations Cultural all such properties relocated prior to commencement of requirement mentioned in Appendix During Contractor Engineer. Properties construction shall be completed as per design. 13 for typical Construction PIU,NHAI. (b) Signage giving information about the important Design enhancements and Icultural properties shall be erected as per design. requirement Appendix 14 for (c) Specific enhancement measures proposed for the specific enhancements. various cultural properties and the specifications are provided in Drawings IVA/317.45VRMI1 to IVA148.8/10. The.contractor shall work out the enhancement of the remaining cultural properties as per typical designs worked out in detailed Drawing No. T - 15, Drawing No. T - 18 to Drawing No. T - 21, Drawinq No. T - 27 and/or Drawing No. T - 28 as decided by the Engineer. (d) Details within the specific enhancement sites like washing ghat (Drawing No T - 25), Canopy (Drawing No. T - 31) shall follow the typical designs provided. ______.__ .__
0-1.0: Operation Stage
Contamination g up o_ of Soil and (a) Contingency plans to be in place for cleaning up of Framework at spills of oil, fuel and toxic chemicals. State and Sector Flying Squad of the Water Project Motor Vehicles Resources from (b) Spill of oil, fuel and automobile servicing units . Entire Project corridor. Level is Motor Vehicles Inspector adequate disposal systems in place to be r I expected to be Department. Spills dueto Swithoutdiscuae traffic & discouraged. developed. Accidents -- Project Beginnin ~~~~PIU,NHAI,Municipal PINA 01.2 (a) The drains will be periodically cleared to maintain Project Entire Project corridor, Beginning and PIU,NHAI, Maintenance of storm water flow. requirement especially in the Urban end of each Authorities.
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Storm Water (b) The urban authorities and local government bodies Stretches. monsoon. Drainage will be urged to maintain storm water drainage system Recharge pits shall be I System in working condition. Recharge pits for urban drains provided at every km shall be provided as per the design Drawing No. T - 24. in the urban areas through which proposed alignment L ______-_____--______passe!.
0. D(a) Roadside tree plantations will be maintained. rc E P Through I (b) New afforestation projects adjacent to the project operation DoF, PIU,NHAI. PIU,NHAI. G road and in the surrounding will be encouraged. rum _ s u area period.
01.4 1 (a) Ambient Air concentrations of the various pollutants - - Atmospheric I shall be monitored as envisaged in the pollution I Pollution monitoring plan. Through I Pollution monitoring (b) Pollution under control (PUC) programmes to be Entire Project corridor Operation stage agency enforced adequately. and Surrounding areas . I (c) Atmospheric pollution will be monitored and Project Refer to the Air Starting EUPSPCB/BSP management plans to be managementdeveloped plansif pollution crosses requirement Pollution Monitoring ~~~~~~~~~~~~~~~~alterCompletionMorVeilsC,PUNAe l Motor Vehicles CB, PIU,NHAI threshold. Programme. of Construction Department, STA, DoF, (d) Roadside tree plantations will be maintained. IlPSPCB/BSPCB, (e) New afforestation projects adjacent to the project PIU,NHAI. road and in the surrounding will be encouraged.
(f) Public awareness programmes to be undertaken. | i _ __ __ ._.
0.1.5 Noise (a) Noise pollution will be monitored. ltl tin (b) Based on the results of monitoring noise pollution in the operation stage, sound barriers and other measures i Refer to the Noise XfImmediately , Motor Vehicles shall be constructed as per details irn section 1.7.2 of reci nt Pollution Monitoring afterCompletion, DeUpartm/BSPCB, PIU, B PIU,C HAI the Noise Quality Assessment report, Through NHAI. (c) Noise control programmes to be enforced strictly. Operation stage.
E_(d)_ Public awareness campaigns to be undertaken. - - j 0.1.6 Traffic (a) Depending on the level of congestion and traffic All along the Project I PIU,NHAI, Local and Accident hazards, traffic management plans will be prepared. Project I corridor and Through i Government Bodies, PIU,NHAI, I ~~~~~operation Safety I (b) Traffic control measures including speed limits to be { requirement surrounding areas. 4 sOtperation I Development FluUeNHAI I enforced strictly. Stage Authorities
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S3 Reference to Responsibility Environmental 6 Impact/IssueEnvironmental Mitigation Measures DocumentSampeetioSurvsnContract Location Time Frame Implementation Supervision
(c) Road control width to be enforced Local government bodies and development authorities will be encouraged to control building development along the highway. (d) Further encroachment and squatting on the public RoW will be discouraged. Along all At-grade (e) Barbed wire fencing on either side of the RoW to i prevent entry of cattle shall be erected. . sections of the corridor - - Compliance with the Hazardous Wastes (Management 0.1.7 and Handling) Rules, 1989 including: Accidents i For delivery of hazardous substances, permit license, involving 0.1.8 driving license and guidance license will be required. Hazardous Framework Hazardous Public security, transportation and fire fighting wastes All along the Project Expected to be PIU, NHAI, Materials departments will designate a special route for vehicles (Management corridor and During Early Vehicles Department Motor Vehicles delivering hazardous material. These vehicles will only and Handling) surrounding areas Operation Department. be harboured at designated parking lots. Rules, 1989. Stage. In case of spill of hazardous materials, the relevant i departments will be intimated at once to deal with it with the spill contingency plan. I _
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1.6 REPORTINGARRANGEMENTS
The Monitoring and Evaluation of the management measures envisaged are critical activities in implementation of the Project. Monitoring involves periodic checking to ascertain whether activities are going according to the plans. It provides the necessary feedback for project management to keep the program on schedule. The rationale for a reporting system is based on accountabUlyto ensure that the measures proposed as part of the Environmental Management Plan get implemented in the project. The reporting system wil operate linearly with the contractor who is at the lowest rung of the implementetion system reporting to the Supervision Consultant, who in tum shall report to the PIU. All reporting by the contractor and Supervision Consultant shall be on a quarterly basis. The PIU shall be responsible for preparing targets for each of the identified EMAP activities. All subsequent reporting by the contractor shall be monitored as per these targets set by the PIU before the contractors move on to the site. The reporting by the Contractor will be a monthly report like report of progress on construction and will form the basis for monitoring by the PIU, either by its own Manager (Environment) or the Environmental Specialist hired by the Supervision Consultant.
Desird Monitoring and Reporting Process and Resposibillties
contrator SupervsionConsultant (SC: rd ko NHM (Cet) WoddBank
otion No. I Report to Desad~~vineefRepd and Repoding Supervsio Repoalinto PIUJ FMel NFV C4m ReBo SouDesrdo Sbw_NItero SC _zConialloe r Sue Trg Shee forEM PCI IR e T__OneTOne rum_oneTime time . One lime Reportgfor EP PC2 ronghs ____Y _____ly QiF Y u, f Yealyv eoing for Tree PC3 r n______0rtel ______a __u Rullurel PWmperur M PC4 e c Rt MMh ouatn Oua Puadl 5oBut R PCs IbVlbpsf Mrnh onhhY Qwater Quabej QUWW eocaiond Uily e. and c ______PC6Rs MDnhh MondilyQhO Qurev Quato r shad for EMP Wionaesto"o
C2 Actions On Time __ _ One tme_ saglSet for 03 edubideLandscape Tierumonme b e Onetim aret Shee fr C4 *j hxj r Ome Trme PM time ._ One__time forEMP kC5 Target. On me F oqtnurhtWF ___ n F f Yawtv lbyd Yearly a mosf Acquisitkin j Land q W
C7 DirOime mTi e Tim O Tu ne Time
CS eionTe e Onn ime One rTu rTmene rw___ C9 kdenicaon rmTOner )neme Tm TnaOnerO una _ _ __m_ s"up Work- cdo crme Dme Ti oe Tamne n_TTO e Tur ne _ns __rum
AsPer Pohllu as Pa pe C11 3oltiMLonitrng ii Ischedule ______RodingR0en at uTpnue C12 C.onalon Camp W^ .___ Da0vJ_ ch _ _
34 EnwronmentalManagement Plan - Packae IVA GrandTnmkRoadlmproement Proct
World Bank Contractor SupervisionConsultant (SC) Pro'ecthrneentaon N-M (Centre) WBa Staged F~ormat u Constru No. atn Implerentation Rport tol
Water Requiredfor C13 monstruaion Nee Neekty Monthly thly juartty dfrYea ae Hag Yearsy Dust Suppresionat C14 StockYard Daiir Daily odhi Monthly bwErtr Haff ja Fff Yearly Dust Suppresnonat CIS BonowAreas Daily Daily monthyy Monthly Ouarterby ji y Flfi Yearty Dust Suppresionat C16 QuarrvCmruw Sites Daiho Dailv Mon" Monthty Quartriav Yeart tHalf Yeadv Road Safetyfor Partia Closureof Two Lane Cit7 Carriayl Onerime Daily Monhy Quarterty Chrterly tfYearly Ouarteri HalfYearly Road Safetyat Detour rn Temporary C18 Divemsion 6lTime Daity Mode Qy tdalfYeary QY t f summary itigationiEnhanoeme Ct19 ns Mt nightty 1Y Qluarterty Yb Qrterly halfIrtyYearlr Enhancementlhaigaio n of Cutural C20 P f-!Y IY FyerY -HalfYeaft EnhanoementI1igatio C21 n of WalerBodies h Fortnightl M iYe!t. Ouatedv. Yea,1 Enhancment of Road C22 Jurons v Fortr_nt_*_ r Quarterl Yearly arly Y Enl C23 of Bus Forthv Qwtet Hd Quabwb Cuy Yeaorl -Repfor Road C24 SWePlartol1on y orbiliv Mn_t* O_al feY_rly u tt ____r_Yeart lsuai Reportin d PAd Side C25 Qwwtr Qeady Ob HS Ye"yLt.DC u t Repti for
ed_laeat rif
edeesteogmeuntof C~28 t_ _ _ *ly Y . QueresQ"b Quob H b H e Restoralondo C29 CDsasioofSans l worit Qurbif aurw Qubrw Ylov Quw_r Ing Ybaf
RDt of
jiuwSur Reportingdi
wvwalReportig for 03 Raed SId Landcapi ______YefS Q F[ 034 SMOLmxbmve As Per Podutim 04 Molbfio Mto trig Plan IS_Nowndty Yeafty Yeaqd OQuara Note:Superon Consuttantvwould use th sam foat df thecontactor to SCfor Reporfing
The formnatsfor the reporting of the variousenvironmental issues through the variousstages of the projectImplementation are appendedat the end of the ManagementPlan as Appendki15.
1.7 INSTITUTIONALARRANGEMENTS The NHAI is responsiblefor implementationof all the miigationand managementmeasure suggested n EMAP.The NHAI is also responsiblefor implementationthe completeresettement and rehabilitationof all those affected by the project and is commited to ensure the income restorationof the project- affectedand project-displacedfamiies.
35 , EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
The NHAI already has certain organizationaland institutionalcapacity to be able to satisfactorily complete the implementationof the EMAP and RAP. The capacitywas mainly created due to the requirementsof implementingthe Third NationalHighway project (TNHP). TNHP precedesthe GTRIP, and the preparationand implementationof the RAP in GTRIP will benefitfrom that of the TNHP. The responsibilities of the NGO, the GRC and the District Level Committees is towards the irmplementationof RAP, However,for addressalof environmentalissues the Manager(environment) at the PIU will interact with the NGO, the GRC and the District Level Committees.For details aboutthe individual roles and responsibilities,refer to the section 10.2 of the ConsolidatedEnvironmental Assessmentprepared for the project.
1.8 TRAINING The Environmental Unit at the NHAI headquartersand the PlUs, who would be responsiblefor the implementationof the. EMP, need to be trained on the effective implementationof the environmental issues.To ensure the successof the implementationset up proposed,there is a high requirementof training and skill upgradation.
1.8.1 TRAININGALREADY PROPOSED UNDER TNHP As part of the TNHP, a training programmehas beenworked out incorporatesthe projectneeds as well as the intermediate-termcapacity buildingneeds of the NHAI. The programmeconsists of a number of training modulesspecific to target groups. The training would coverthe basicprinciples and postulates of environmental assessment, mitigation plans and programmes (particularly the World Bank Operationa!Guidelines and NationalPolicy Perspectives),implementation techniques, monitoring and managementmethods and tools. Lookinginto the potentialrequirements of each of the target groups,several training moduleshad been suggestedas part of the TNHP. - Modulel: EnvironmentalOverview * Module Il: EnvironmentalRegulations and Acts * Module Ill: Pollution * Module IV: EnvironmentalImpact Assessment * ModuleV: Environmentalmanagement Plan * ModuleVI: HighwayProjects and EnvironmentalIssues MModule VIl: EnvironmentalIssues in the Project ModuleVIII: The EnvironmentalManagement Plan for HighwayProjects * Module IX: EnvironmentallySound ConstructionManagement * Module X: Planningfor EnvironmentallySustainable Operation of Highways * ModuleXl: LongTerm EnvironmentalIssues in HighwayManagement
1.8.2 ADDITIONALTRAINING The training under GTRIP has been devised taking into accountthe training already imparted under TNHPand the budgetaryallocations. The training is focusedon environmentalissues relatedwith road construction and both theoretical and practical aspects are covered. The Table 4 below gives the breakupof the proposedtraining underthe GTRIP for varioustarget groups:
Table 4 Proposedtraining programunder GTRIP _S. No. Target group Subject(s| Method Time Frame 1 1~~~3working days; at All NHAIstaff, Environmental Overview: Environmental wongds3 least 3 monthsbefore at ,1 supervisionconsulants' Regulations,Highway retated provisions of Lectures the beginningof the Environmental variousActs, EIA notification,process and implementationof the Specialists rmethodologyfor EIA, EMPsand their use GTRIP __ .__ Y2C LeaAssociates 36 z;_70 Envrronmental Management Plan - Package IV A Grand Trunk Road Improvement Project
S. No. Target group Subject(s) Method Time Frame ~li anagrs(nv ~ Implementationof EMPs: NHAI (Ho & PIU), Basic features of an EMP, Planning, designing 3 working days; 2 SuprvisonCosultnts'and executionof environmentalmitigation and Workshopsand wokndas l Environmental enhancement measures, monitoring and Seminars onermon begins Spenvaironnta evaluation of environmental conditions- during construction begins SpecialstsIconstruction and operation Environmentally Sound Construction Practices: All Managers (Env,) @ Clean Highway construction Alternativematerials and techniques technology,for NHAI (Ho & PIU), highways. Waste management and Seminars, 1 week,
3 Supenvironmental minimization in constrLuction,Pollution control Lectures and Just before the Spenialists,mContractors devices and methods for construction sites and Site visits beginning of st ff equipment. Environmental clauses in contract staft documents and their implications. Environmental monitoring during construction, Borrow ares & Construction camp management Monitoring Environmental Performnance All Managers (Env.) @ during Construction: NHAI (HQ & PIU), Air. Water and Noise Monitoring requirements Lectures, 2 days 1 4 Supervision Consultants' and techniques. Evaluation & Review of results. Workshops and During initial phases Environmental Performance indicators and their applicability, Site visits of construction Specialists corrective actions possible, reporting ______requirements and mechanisms l Long-terrn Environmental Issues in Highway Management: Designing and implementing environmental surveys for ambient air, noise, biological and 3 days 5 All Managers (Env.) water quality surveys, data storage, retrieval Workshops and During NHAI (HQ & PIU) and analysis, contract documents and Seminars implementation of environmental clauses, Risk assessment and GTRIP management, contingency planning and management, Highways as assets- ______management and value addition Short term forrnal training abroad: Environmental Impact Assessment- New 2 positions from all Methods and implications for highway projects, Seminars, Duration of the 6 Managers (Env.) @ modeling pollutant behaviour, cases may Workshops, site course (max. 3 NHAI (HQ & PIU) include implementation of EMPs and RAPs on visits months) similar projects-financed by the WB or other institutions. 1 positionfrom all Fulllength formal training abroad: FormalClasses,Etrduainoth 7 Mngr(Ev) EnvironmentalAssessment, Highway planning seminars,site Etr uaino h NHAI (HQNHAI &(HO PIU) and environmentalenvironment, infrastructureimplications, development visits course (I-2 years)
The cost for the entire training programmewill be Rs.2.1 million which has been apportionedto the budget of each contract packageequally.
1.8.3 Logistical SupportRequired The variousitems that need to be procuredfor the EnvironmentalUnit are listed below: * The environmentcell at the PIU will requirea vehicle to inspectworks on site. * Own equipmentsfor pollution monitoring viz. noise meter, hand-heldgas sensors, high volume samplers,water samplingkit etc. * The environmentalcell at each PIU to be connectedto the DocumentationUnit at CNHAIby NHAI- wide LAN (WAN). * Adequate computing facilities to allow the documentationunit to be self-sufficient including the latest versionof GIS softwaresuch as ARC Info, Mapinfoand Idrisi etc * All officials at the CNHAIto be providedtheir own PC, a common printer and an access to the Internet. In addition they should have accessto one licensed copy of the latest version of the software useful for environmentalwing. These could include Caline (for air pollution modelling from traffic pollution), Sound 32 (for traffic noise)and a fugacity-basedmodel (for predictingthe behaviourof volatile/hazardousmaterial that might spill on the road). * A well-stockedlibrary with books and manualsrelated to environmentalimpacts of infrastructurein generaland roadsin particular,would be an advantage.
Lea Associates 37 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Irnprovement Project
1.9 ENVIRONMENTALMONITORING PLAN
The purpose of the monitoring programme is to ensure that the envisaged purpose of the project are achieved and result in desired benefits to-the target population. To ensure the effective imp!enentation of the EMP, it is essential that an effective monitoring programme be designed and carried out. The broad objectives are • To evaluate the performance of mitigation measures proposed in the EMP * To evaluate the adequacy of Environmental Impact Assessment * To suggest improvements in management plan, if required * To enhance environmental quality * To satisfy the legal and community obligations.
1.9.1 PERFORMANCE INDICATORS (PIS) The physical, biological and social components identified as of particular significance in affecting the environment at critical locations have been suggested as Performance Indicators (Pls), and are listed below. * 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 J 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 Respirable Particulate Matter (RPM), Suspended Particulate Matter (SPM), Carbon Monoxide (CO), Oxides of
Nitrogen (NOx), Hydro-Carbons (HC), Sulphur Dioxide (SO2) and Lead (Pb). These are to be monitored at designated locations starting from the commencement of construction activity. Data should be generated over three days at all identified locations in accordance to the National Ambient Air Quality Standards. (Table 5) The location, duration and the pollution parameters to be monitored and the responsible institutional arrangements are detailed out in the Environmental Monitoring Plan (Table 8)
Table 5 National Ambient Air Quality Standards Pollutants Time Sensitive Industrial Residential Methodof measurement
__ Weiqhted Area Area Rural &other 3 3 SulphurDioxide (SO 2) Annual' 15 jig/M 80 ag/rm 60 ,ug/r ImprovedWest and Gaeke method 24 hours- 30 ua/m3 120 ua/m3 90 ualm3 Ultravioletfluorescence Oxidesof Nitrooen(No,) Annual& 15 ua/mr 80hL.Um3 65 ual1m3 Jacoband Hochheiser 3 ___ 24 hours- 30 ualm3 120 uIa/mL3 91 14ar Gas phaseChemiluminescence 3 CarbonMonoxide (CO) 8 hours" 1000 5000 ultm3 2000 al/m Nondispersive infrared 3 ______1 hour 2000 1000 uam/m 4000 ua/m spectrascoppy Lead(Pb) Annual* 0_50,tg/m 3 1.0 ,ug/rn3 0.75jigIM 3 AAS Method24 hoursafter 3 ____hours*'24 __hours" _ _ 240.750 75 l.ig/rng/m3 11.5 5jg/rntLl3 101.00 uig/m gequivalent samplingusing filterpaper EPM 20000 or
RespirableParticulate Annual' 50ua/m3 120 aalm3 60uo/m 3 (RPM)- Sizeless then 10 24 hours" 75 jig/r 3 150jg/r 3 100pg/rn 3 LeaAssociates 38 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Pollutants Time Sensitive Industrial Residential Method of measurernent Weiqhted _ Area Area Rural &other Suspended Particulate Annual* 70 La/m' 360 tale 140 ua/m3 Average flow rate not less than 3 Matter (SPM) 24 hours" 100 Lta/rm 5Q0 oa/m 200 UO/M3 1.1 cu.m / minute SotuiceAnon 1996-97 NationalAmbient Air Q6ality MonitoringSeries NAQMS/a/I996-97, Central Pollution Contio Board,Delhi.
'Average Arithmetic mean of minimum 104 measurement in a year taken for a week 24 hourly at unitorm interval.
**24 hourly/8 hourly values should meet 98 percent of the time in a year
1.9.3 WATER QUALITY MONITORING The physical and chemical parametersrecommended for analysis of water quaEtyrelevant to road developmentprojects are pH, total solids, total dissolvedsolids, total suspendedsolids, oil and grease, COD. chloride, lead, zinc and cadmium. The location, duration and the pollution parametersto be monitoredand the responsibleinstitutional arrangements are detailedin the EnvironmentalMonitoring Plan (Table 8) The monitoring of the water quality is to be carried out at all identified locations in accordanceto the IndianStandard Drinking Water Specification- IS 10500: 1991 (statedin Table6)
Table 6 Indian Standard Drinking Water Specification-IS 10500:1991
Permiissible St Substance or Requirement Undesirable Effect Linit in the Methods of No. Characteristic (Desirable Outside the Desirable Absenceof Test (Ret. To Remarks Limft) Limit Altemnate IS) Source Essential Characteristics 1 Colour, Hazen 5 Above 5, consumer 25 3025 (Part 4) Extended to 25 only if toxic units, Max. acceptance decreases 1983 substances are not suspected, in absence of altemate sources 2 Odour Unobjectionabl - 3025 (Parts a) Test cotd and when heated e 5):1984 b) Test at several dilutions
3 Taste Agreeable - 3025 (Part 7 Test to be conducted only and 8) after safety has been 1984 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 1984 membrane and/or water supplysystem 6 Total hardness 300 Encrustation in water supply 600 3025 (Part 21) (as CaCO.) structure and adverse 1983 MG/1, Max effects on domestic use 7 Iron (as Fe) 0.3 Beyond this limit 1 32 of 3025: mg/i, Max taste/appearance are 1964 affected, has adverse effect on domestic uses and water supply structures, and promotes iron bacteria 8 Chlorides (as Cl) 250 Beyond this limit, taste, 1000 3025 (Part mg/i, Max corrosion and palatibility are 32) affected 1988
9 Residual, free 0.2 - 3025 (Part 26) To be applicable only when chlorine, mg/i, 1986 water is chlorinated. Tested Min at consumer end. When protection against viral infection is required. it should be Mm 0.5 mg/i Desirable Characteristics 1 Dissolved solids 500 Beyond this palatabiliy 2000 3025 (Part 16) mg/i, Max decreases and may cause 1984 gastro intestinal irritation
Lea Associates 39 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
1--- Permissible Si. Substance or Requirement UndesirableEffect Limit in the Methods of No. Characteristic (Desirable Outsidethe Desirable Absenceof Test (Ref.To Linmit) Limit Alternate IS) Remarks Source 2 Calcium(as Ca) 75 Encrustationin watersupply 200 3025 (Part40) mg/1 Max structureand adverse 1991 effects on domestic use 3 Magnesium(as 30 Encrustationto watersupply 100 16,33, 34 of Mg),mg/l. Max structureand adverse IS 3025: 1964 effectson domesticuse 4 Copper(as Cu) 0.05 Astringenttaste, 1.5 36 of 3025: rmg/i,Max discolorationand corrosion 1964 of pipes,fitting and utensils I lwillbe causedbeyond this 5 Manganese(as 0.1 Beyondthis limit 0.3 35 of 3025:- Mn) mg/l Max taste/appearanceare 1964 affected,has adverse effectson domesticuses andwater supply structures 6 Sulphate(as 200 200 Beyondthis causesgastro 400 3025 (Part24) Maybe extendedup to 400 SO4) mg/l Max intestinalirritation when 1986 provided(as Mg) does not magnesiumor sodiumare exceed30 present
7 Nitrate(as NO2) 45 Beyondthis 100 3025 (Part34) mg/i, Max methaemoglobinemiatakes 1988 place 8 Fluoride(as F) 1 Fluoridemay be keptas low 1.5 23 of 3025: mg/i, Max as possible.High fluoride 1964 maycause fluorosis 9 Phenolic 0.001 Beyondthis, it maycause 0.002 54 of 3025:- compounds(As objectionabletaste and 1964 C6HsOHImg/i, odour Max 10 Mercury(as Hg) 0.001 Beyondthis, the water No relaxation (seeNote) To be tested whenpoliution is mg/i, Max becomestoxic Mercuryion suspected becomes toxic analyser 11 Cadmium(as 0.01 Beyondthis, thewater No relaxation (Seenote) To be tested whenpollution is Cd),mg/i. Max becomestoxic suspected 12 Selenium(as 0.01 Beyondthis, thewater No relaxation 28 of 3025: To be testedwhen pollution is Se),mg/1, Max becomestoxic 1964 suspected 13 Arsenic(As As) 0.05 Beyondthis, thewater No relaxation 3025 (Part37) To be testedwhen pollution is mgl/, max becomestoxic 1988 suspected 14 Cyanide(As 0.05 Beyondthis limit,the water No relaxation 3025 (Part27) To be testedwhen pollution is CN), mg/i, Max becomestoxic 1986 suspected 15 Lead(as Pb), 0.05 Beyondthis limit, thewater No relaxation (seenote) To be tested whenpollution is mg/i, Max becomestoxic suspected 16 Zinc (As Zn). 5 Beyondthis limit it can 15 39 of 3025: To be tested whenpollution is Mg/i, Max causeastringent taste and 1964) suspected an opalescencein water 17 Anionic 0.2 Beyondthis limit it can 1 Methylene- To be tested whenpollution is detergents(As causea light froth in water blueextraction suspected MBAS)mg/I, method Max 1B Chromium(As 0.05 Maybe carcinogenicabove No relaxation 38 of 6 3025: To be testedwhen pollutionis Cr -) mg/i, Max this limit 1964 suspected 19 Poly nuclear Maybe carcinogenicabove aromatic this limit hydrocarbons (as PAH) gil, Max 20 Mineraloil mgl/, 0.01 Beyondthis limit undesirable 0.03 Gas Max tasteand odour after Chromatograp chlorinationtake place hic method 21 Pesticidesmg/I, Absent Toxic 0.001 Max
Lea Associates 40 EnvironmentalManagement Plan - PackageIV A Grand TrunkRoad Improvement Project
- ,1- Perniissible Si. Sustance or Requirement UndesirableEffect Limitin the Methodsof No. Characteristic (Desirable Outsidethe Desirable Absenceof Test (Ref. To Remarks No.harateritic Limit) Limit Alternate IS) ______{ Source ______22 Radioactivematerials . 580of 3025:01964
23 a) Alpha emitters - 0.1 - Bq/1,Max 24 Betaemiters . 1 . pci/I, Max 25 Aluminum(as 200 Beyondthis limittaste 600 13 of Al), mg/i, Max becomesunpleasant 3025:1964 26 Aluminum(as '0 03 Cumulativeeffect is reported 0.2 31 of 3025: Al), mg/i, Max to causedementia 1964 27 Boron,mg/i, 1 5 29 of 302a: Max 1964
Source:Indian Standard Dnnkrng Water Speciricatfon-1S10500:1991
1.9.4 NOISELEVELS MONITORING The measurementsfor monitoring noise levels would be carried out at all designated locations in accordanceto the Ambient Noise Standardsformulated by CentralPollution Control Board (CPCB) in 1989 (refer Table 7). Sound pressure levels would be monitoredon twenty-four hour basis. Noise should be recordedat a 'A"weighted frequency using a " slow time responsemode" of the measuring instrument. The location, duration and the noise pollution parameters to be monitored and the responsibleinstitutional arrangements are detailedin the EnvironmentalMonitoring Plan (Table 8).
Table7 NoiseLevel Standards (CPCB) Km. Noiselevel for Day Noiselevel for Time Leg d (A) Night Time d81Al Industrialarea 75 70 Commercialarea 65 55 Residentialarea 55 45 Silencezone 50 40 Day time- 6.00 am- 9. 00 pm (15 hours) Nighttime - 9.00pm - 6.00 am (9 hours)
1.10 MONITORING PLAN The monitoringplan for the various performanceindicators of the projectin the constructionand operationstages is surmimarisedin the Table 8.
Lea Associates 41 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Table 8 Environmental Monitoring Plan Envi Project MONITORING _ Institutional respons!pibility component Stage Parameters Special Guidance Standards Location (Chainage) Frequency Duration Implementation Supervision stage High volume sampler to be Air (Prevention Wherever the 3, 8-hr, samples RSPM,S02, located50 m fromThe plant and Controlof contractordecides to per day,once hotnours!otor 1Conthrouhapporovd PnIUNeer N%,CO, in the downwinddirection. Pollution) locatethe Hotmix every'season for wor/oorin day l monthorighagpoencygiee HC ~~Usemethod specified by Rules,CPCB, pat3 yearswokndamnirnggec
located 40 m from the plant and Control of Stretch of the road 3 samples per Continuous 24 Contractor SPM, RSPM in the downwind direction. Pollution) whe'reconstruction Is day, once every hours! or for 1 full through approved PIU, NHAIV Use method specified by Rules, CPCB, in progress site month for 3 years working day monitoring agency Engineer CPCB for analysis 1994 (i) Start of the corrdor @ km. 317.400 (ii) At toll plaza on the Air VRM bypass @ km. 11.000 3 samples per (iii) Extension of day, once every Air (Prevention Mughalsarai at the alternate years Operation RSPM, 2. High VolumeSampler to be and Controlof end of VRM bypass§ upto2006, then Cniuu 4PU HINA Operation RSPM,O, located at 15 m from the Pollution) km. 23.500 every thir year Cotuus 24 PIU, NHAI NHAI stage NO, CO, edge of pavement Rules, CPCB, (iv) Chandauli town @ until 2015 and Pb, HC 1994 km. 30.700 then every 5th (v) On Saidraja year until 2025 at bypass @ km. 39.500 7 locations (vi) Karmnasha village @ km. 48.000 (vii) Durgavati village ______@~km. 58.000 _- pH, BOD, Grab sample collected from (i) River Karmnasa @ COD, TDS, sourceand analyse as per Waterqualit m 4.0 Onceevery year Contractor PIU, NHAII Consrucion TSS, O tnadMtosfr tnad yk.4.0 for 3 yearsat 2 throughapproved Engi'neer stage Oil & Examination of Water and CPCBstandrs km. 57.600 locations monitoring agency Greaseand Wastewater k.5.0 ______Pb.______End of summer before the onset Water of monsoon Ouality pH, Grab samplecollected from (i) RiverKarmnasa Q everyalternate Operatin. BOD,COD,T source and analyse as per Water quality km. 47.00 year until 2006, stagerb DOS,TSS, Standard Methods for standards by ) River Durgavati NHAI NHAI DO, Pb, Oil Examination of Water and CPCB km. 57.600 year until 2015 and Grease Wastewater and then every fifth year upto 2025 at 2
42 Environmental Management Plan - Package IV A Grand Trunk Road Improvernent Project
Envl Project ______MONITORING _ __ _ Institutional-responsib ily component Stage Parameters Special Guidance | Standards | Location (Chainage) _Frequenc Duration Implementation Supervision Frefedat1 m from the Readingsto be Noise levels equipment whose noise Noise As and takenthen at 15 seconds Contractor Er NHAI on dB (A) lrevelfieldigsadrsb teqimn adeesr intervalfor 15 throughapproved Egne scale determined CPstndardb Ateupntyrsecsryminutes everyhour monitoringagency Egne
Construction ca determined and then averaged. __. _ __ _ stage Equivalent noise levels Once every four Readings to be Noiseleves usig anintegatednoiseNois As drectd bIthe oncehverfour3 takenat IS5seconds Contractor PIU NHAI/ onsca)llveois Alevel vel mestanermeter kepkept at aron standardsbyse bythe AsEngineer directed b yearsmontsat fo 7 3 minutesinterval forevery 15 hour monitoringthrough approvedagency Egne Noise levels pavement locations and then averaged. Once every alternate year Equivalent noise levels (i) Start of the corridor until 2006, then Readings to be Contractor Operation Noise levels using an integrated noise Noise @ km. 317/150(ii) In every third year taken at 15 seconds thrh aEin Operation on dB (A) level meter kept at a standards by Chandauli @ km. untg 2015 and interval for 15 aproug an ngieer, scale distance of 15 from edge of CPCB 30/700(iii) Durgawati then every 5th minutes every hour monitoring agency pavement village @ km. 581000 year until 2025 at and then averaged. 3 locations
Threshold for each At productive Sample of soil collected to contaminant At pcrducturalivle Ax of t Contractor Monitoring acidifiedand analysed set by IRIS agriultuigralfladetus Ma fthrough an Engineer, Construction of Pb, Cr, using absorptidatabase of dvours labungocations for eachapproved stage ofn asrpinUSEPA until andtraffic diversions, of the3 years mpponitrinagencyHA Cd spectrophotometry eachnational to be identified by the monitoring agency standards are Engineer
Soil ~~~~~~~~~~~~~~~~~~~~Thresholdpromulgated.for each MonitorinSample o soil colected to contaminant At accidentI spill A e h HI hog n NA MongringSampe o soi colecte to set by IRIS locationsinvolving occuerrenceofAI,approved a NA Operation of heavy acidified and analysed database of bulk transport carrying sc i,rNncient mppon ge stage metals, oil using absorption USEPA until hazardous materials and grease spectruphotometry national standardsare
As laid out in Pre- Monitoring It shouldbe ensuredthat dDuring the felling Forest PU NA Construction of fellingof onlythose trees that are Design for the Alaonthcridr ftes prmntIJ,NA Stage trees markedare felled. rIect ______Roadside ~~~~~~~~~~~~~~~~~~Thesurvival plantation Survivalrate ~~~~~~~~~~~~~The_ _ number_ _ _ _ of _ trees_ _ _ _ _ ._ _._ _ _ _ ratepr o shouldm u l ga t7Ce dbe . A oain fEeyya o planttion Operation of trees survivingduring each visit at least 70% compensationsovry years fr NHAI NHAI stage Suessof shouldbe comparedwith belowwhich patto vegetation numberof saplingsplanted~ replantation patto
43 y EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
1.11 BILL OF QUANTITIES
1.11.1 SPECIFIC ENHANCEMENT SITES The specific enhancementsites selectedfrom the field survey have been treatedwith a view to retain their unique characterwhile allowingthe road-userto identify the continuumalong the Grand Trunk Road. The enhancementshave been based on certain common elements,which have been used throughout all the packagesof the GTRIP. Based on the treatment envisaged,Eills of Quantitiesof various items have been preparedfor each site. The Table 9 summarizesthe various quantities for packageIV A and can be used in conjunctionwith the dravwngsfor constructionon site.
Table 9 Summary Bill of Quantities for Specificenhancement locations
S. No. Description |unit I Qty. S. No. Description Unit Qty. Chainage41.600 11 Debonix& salix Nos 124 1 Pavingtype 4 Sqm | 780.63 12 Shrubs Nos 120 2 Brick pitching Sqm 2100 13 Azadirachtaindica Nos 44 3 P.C.C.(M 20) Cum 19.8 14 Tall shrubs Nos 44 4 Railing Rm 100 15 Magnifora Nos 7' 5 Treesitting Nos 1 16 Parking Nos 2 6 Washingghat Nos 1 Chainage48.800 7 Neem Nos 21 1 Brickpaving T-4 Sqm 235 8 Tamarind Nos 21 2 Brick pavingtype 2 Sqm 205 9 BottleBrush Nos 66 3 Shrubs Nos 36 Chainage25.600 4 Delonix/salix Nos 19 1 Pavingtype 4 Sqm 716.695 5 Magniferaindica Nos 15 2 Pavingtype 2 Sqm 95 6 Treesetting T-6 Nos 1 3 Stone pitching Sqm 980 7 P.C.C.(M 20) Cum 33 4 Azadirachtaindica Nos 23 Chainage25.800 5 Magnifera indica05 23 Brick PavingT-4 Sqm -724 5 Magnifera indica Nos 23 ~12 Brickpitching Sqm 1432 6 Seciaixore Nos 97 3 Washingghat Nos 7 Debonix region Nos 47 4 Parking Nos 1 8 P.C.C.(M 20) cu.m. 60.876 5 Shrubs Nos 88 Chainage317.450 6 Amiatastree Nos 48 1 Pavingtype 4 Sqm 237.7 7 Turfing Sqm 882 2 Pavingtype 2 Sqm 80.84 8 Canopy Nos 1 3 Brick edging Rm 32 9 P.C.C.(M 20) Cum 54,3 4 Turfing Sqm 338.08 Chainage28.300 5 Shrubs Nos 56 1 Brick PavingT-4 Sqm 1611.6 6 Azadarchitaindica Nos 10 2 Pavingtype 2 Sqm 374 7 Tall Shurbs Nos 12 3 Turfing Sqm 1583 8 Sittingtype2 Nos 1 4 Brickpitching Sqm 2173 9 Sittingtype7 Nos 1 5 Washingghat Nos | 1 D P-C.C. (M 20) Cum 23.8905 6 Neem Nos 13 Chainage32.300 7 Gulmohar Nos 13 1 Pavingtype 4 Sqm 1138.2 8 Sax Nos 13 2 Excavation Cum 21 9 PCC.(M20) Cum 148.92 3 P.C.C Cum 11.88 Chainage23.700 1 Brick PavingT-4 Sqm 436.96 5 Brick work Cum 13.92 2 Tree sitting type 2 _ Sqm 2 6 Pavingtype2 Sqm 196 3 Treesittingtype7 Nos 2 7 Plaster Sqm | 80.64 4 Planter Nos 40 8 Steelt Kg 2800 S Neem Nos 15 9 Turfing Sqm 2003.7 6 Gulmohar Nos 15 10 P.C.C.(M 20) Cum 100.065 7 | P.( )C | 3
7 P.C. C. M20cum I .
44 L77 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
S. No. Description Unit Cty. S. No. Description Unit Qty. Chainage 49.700 9 Salix Nos 19 1 Brick Paving T-4 Sqm 1124 10 Amiatas Nos 19 2 Brick pitching Sqm 1148 11 Turfing Sqm 361 3 Washing ghat Nos 1 12 P.C.C. (M 20) Cum 9765 4 Neem Nos 48 Chainage NAUBATPUR Bypass 5 Flowering bed Sqm 718| 1 Paving type 2 Sqm 50.961 6 Parkinc Nos I1 2 Paving type3 Sqm 15003.68 7 P.C C (M 20) Cum 84.3 3 Turfing Sqm 795.6 Chaina e 9.500 4 Parking Nos 1.0o 1 Brick pitching Sqm 2199 5 Arjuna Nos 15.00 2 Parking Nos 1 6 Gulmohar Nos 15 00 3 Paving type 2 Sqrr, 1302 7 Azardirachta Nos 7 00 4 Azardica indica Nos 82 8 Tamanndus Nos 7 00 5 Tamarindus indica Nos 82 9 Enerthemum Nos 150 00, 6 Tree sitting type 6 Nos 1 10 Hibiscus Shrubs Nos 256.00 7 j Washing ghat Nos 1 11 P.C.C. Cum 79.098 8 Gulmohar Nos 19
1.11.2 TYPICAL ENHANCEMENTELEMENTS
The typical mitigation/enhancement designs were prepared using information collected during the field visit with a view to allow the local communities and the road-users to enjoy the benefit of a better corridor of movement while ensuring their safety. An additional aim was to try and mitigate the potential negative impacts of the development of a wider, high-speed corridor on the host communities. All the designs created are attached with each Environmental Management Plan. Each corridor uses only a portion of all the designs created. The environmental management plan has referred to the particular drawing to be used for each package for environmental mitigation/enhancement. Other details of locations are available in the relevant appendices. The Table 10 below gives the quantities for the typical designs:
Table 10 Bill of Quantities for Typical enhancement elements
NSi., t Item Unit Quantity No. Item Unit Quantity
Drawing T-1, Dog leg for access restriction 2 P. C. C. (1:3:6) Cu. m. 4.50 1 Excavation Cu. m. 3.67 3 P.C. C. (1:2:4) Cu. m. 5.40 2 P.C.C.(M 20) Cu. m. 0.78 4 Plaster Sq. m. 126.00 3 Brick bats Cu. m. T040 DrawingT-7, Barrierto preventgarbage dumping 4 Brickwork Cu. m. 403 1 Excavation Cu. m. 508.50
5 Cement tiles Sq. m. 2.26 2 Filling . Cu. m. 161.50 6 Plastering Sq. m. 20.48 3 Brickwork Cu. m 630.61 7 P.C.C. (M 20) Cu. m. 0.13 4 F. C. C. (M 20) Cu. m. 113.89 Drawing T-2, Ramped Access 5 Soil for vegetation Cu. m.'| 37.26 1 Excavation Cu. M. 5.25 6 R. C. C. Cu. m. 20.48 2 P. C. C. (M 20) | Cu. m. 2.97 7 Cement tiles Cu. m. 538.50 3 Cement Tiles | Sq. m. 20 8 Rammed Brickbats Cu m 536.50 4 Hume Pipe (0.9 m. C) No. (3.5 1 9 25mm 0 pipe m. 62.63 l_____ l______| m long) _ Drawing T-8, Handpump Type - 1 Drawing T-4, Sedimentation Chamber 1 Excavation Cu. m. 2.65 I1 Excavation Cu. m. 27.24 2 P. C. C. Cu. m. 1.57 2K__ P.C.C. Cu.m. 1.54 3 R. C.C. Cum. | 0.11 3 R C C. Cu. m. B.18 4 Brickwork Cu. m. 0.94 4 Iron rungs No, 7 5 Plaster Sq. m. 6.28 5 Plaster Sq. m. 2.44 6 P. V. C. pipe m. 1.0 6 C. I. Pipe (0.9 m. 0) I No. 1 7 1Aggregate(12mm) Cu. m. 0.30 7 R. C. C. pipe (0.9 m. 0) No. 1 8 IGeosynthetic Fabric Sq. m. 0.94 Drawing T45, Cascade (10 m wide) Drawing T-9 (i), Handpump Type - 2 1 t Brickwork | Cu. m. 27.00 1 Excavation Cu. m. 1.49
45 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road improvement Project
SF. No. Item Unit Quantity S.Item Unitj Quantity ~2N- P, C. C Cu.M. 1.49 3No P.C. C. (M 15) Cu.M. 0.55 3 Brickwork Cu. 0.56 -4 Brclwork Cu. M. 6.32 ~4 Plaster Sq.m. 8.54 5 Earthfilling Cu. M. 9.18 DangT-9(ii), HandpurmpType - 6 Plaster ISq. m. 9.13 1 Excavation___Cu. M. 1.86 7 BrickPaving Sm. 8.60
2 P. C. C. Cu. M. 1.66 DrawingT-20 (i), Seatingtype T-6 ___ 3 Brickwork Cu. M. 0.52 1 Excavation Cu. M. 24.03 4 Plaster Sq.M 17.2 2 P. C. C. (M 20) Cu. M. I16,59
Drawing T-12,Simple Seating _____ 3 Brickwork cu. M 15.91 1 JExcavation 1Cu.m. 0.55 4 P. C.C. (M 15) Cu. M. 0.30 2 P. C.C, Cu.M. 0.14 5 Earthfilling Cu.M. 10,13 3 Brickwork Cu. M. 0.63 6 Pla~ster Sq. m. 14~53 4 Plaster Sq M. 2.22 DrawingT-20 (ii), Seatingtype T-6
_____Stone slab (25 mm th.) Sq.m. 0.96 Li -EcvtonCum. 73 Drawing T-14, Oil Interceptor 2 P. C. C. (M20) Cu.M. 2.43 1 Excavation Cu. M. 57~54 3 Brickwork Cu. M. 10.04 2 jP. C. C. (1:3:6) Cu. M. 2.05 4 P. C. C. (M 15) Cu. M. 0.55 3 R.C.C, Cu. M. 11.82 5 Earthfilling Cu. M. 5.41 4 M. S. pipe Kg 16 6 1Plaster Sq.m. 9.54 5 Manholecover (1 .3x0.7) No. 1 DrawingT-21, Seating type T-7 6 Manholecover No. I 1I Excavation Cu.mn- 1229 ____(1 .6ii.775) 2 P. C. C.(M 20) Cu. M. 2.64 7 Gravel Cu m. 1.72 ~~ ~~~~~~~~~~3Brckwork Cu.M. 110.73 8 Sand Cu.M. 0.99 4 P. C. C. (M 1) Cu.M, 1,14 9 Ge-osyntheticfabric Sq.m. 1.39 5 Earthfilling Cu.M. 6,00 DrawingT-15, Planterdetail (for 10 sq. m.) _____ 6 PatrS.m 13
1 Excavation Cu.M. 4.66 DravvngT-22, Well Shaft touchingditch ____ 2 jP.C.C. Cu.M. 0.75 1 P. C. C. (M15) Cu.M. 2.49 3 JCementTiles Sq.m. 10.00 2 jP. C. C. (M 20) Cu. M. 0.38 4 Kerbstone No. 20 3 Brickwork Cu. M. 4.25 5 Earthfilling Cu.M. 4.00 4 Plaster Sq.m. 46.79 Drawing T-16,Gabion Box Structure____ Earthfilling Cu. M. 5.0 1 RandomStone [Cum. 6 .35 6 [ .. se090 o 2 NaturalSoil [Cu.M. j0.85 OrawingT-23A& T-23B ______3 Wire Meshbox Sq.m. 6.40 1 P. C. C. (M 15) Cu. M. 0.77 DrawingT-17, Silt fencing(unit as per sketch) 2 P. C. C. (M 20) Cu. M. 0.16 1 Angles(25x25x3 mm) M. 4.43 3 Brickwor Cu.M. 303 2 Geosyntheticfabric Sq.m. 1.85 4 Plaster Sq. M. 20.70
3 Supportinigmesh Sq. m. 2.00 5 Gravel/Debric Cu M, 5,17 5Binding wire Kg 0.250257 7 DesignesgnReaiin Retaining wllwall No.N 1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~g DrawingT-18 ('i.Seating type T-1 ____Drawing T-24,Recharging pit for urbandrain ____ I Excavation Cu. M. 20.90 1 Excavation fCu.M. 0.57 2 P C. C. (M 20) Cu. M. 3.89 2 P.C. C. (M 15) Cu.M. 0.37 3 P. C. C. (M 15) Cu. M. 2.65 3 Brickwork Cu. M, 1.32
4 Brickvwork Cu. M 15.96 4 Plaster ___Sq. m. 10.61 5 Earthfilling Cu. M- 10.84 5 Aggregate Cu.M. 0.57 6 Plaster Sq.m. 1 5.18 6 1Geosynthetic fabric Sq.M. 7.54
Drawing T-18 (ii), Seatingtype T-2 _____ DrawingT-25, Washing platform ____ tl Excavation Cu. M. 14.65 1 Exaation Cu.M. 98 2 P. C.C, (M 20) Cu. M. 3.29 2 P. C. C. (MiS5) Cu.M. 2.56 P.C, C.(M 15) Cu.M. 1.35 3 R. C. C. Cu.M. 2.47 4 Brickwork Cu. M. 13.96 4 StoneMasonry Cu.M. 7.42 5 Plaster Sq.M. 10.54 DrawingT-26, Oil Interceptorfor parkingareas, etc. 6 Earthfilling Cu. m. 12.20 1 Excavabon Cu.M. 0.47 7 Brick paving Sq.m. 8.32 P.C. C. (M 15) Cu.M. 0.49 DrawingT-19, Seating type T-3 3 Brickwork Cu.M. 0.40 ii - Excavation Cu.mn. .5.20 4 Plaster Sq.M. 2.34 L2 P.C C. (M 20) [um713 ie01m)m 5 Pipe(0. I mO) M. D.~~~~~ur2 46 L7 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
No. Item Unit Quantity Si. Item Unit Quantity 6 Lid (M S. - 5 mm th.) No. 1 3 Lengthof railng m. 10 2 Drawing T-27, Typical paving with cement tiles(1OM ) DrawingT-31, Canopy I Excavation - Cu.m. 0.75 1 Excavation [ Cu. m. 38.88 2 P.C C Cum.M 0.75 2 P.C.C. Cu.m 4.62 3 Tiies Sq.m. 10 3 R. C. C. Cu m. 19.87 Drawing T-28, Railing 4 Floonng Sq.m. 25.0 1 | Excavation Cu. m. 0.13 5 Plaster Sq.m. 20.16 2 | P C C Cu. m. 0.13 6 Steel Kg 700 1.12 ENVIRONMENTALMANAGEMENT- BUDGET The environmentalbudget for the variousenvironmental management measures proposed in the EMPF is detailedin Table 11. There are severalother environmentalissues that have been addressedas part of good engineeringpractices, the costs for which have been accountedfor in the EngineeringCosts.
47= GC7A 47 EnwivonnientalManiagenenrit Plani - Package IV A Trmnk Road ImnprovementProject _Grand ______
Table 11 Environmental Budget for Contract Package IV A (INR) Unit UnitCost (Rs) QUANTITY I Total Cost COMPONENT |_ STAGE ITEM Mitigation I Enhancementcosts 30,000 76.1 Coveredin Engineering Construction Dust Managementwith sprinkling of water, covers fori Km Costs vehicles transportingconstruction material Air 3,00,000 1 300,000 0 eration Facilities/Arrangementfor vehicularexhaust monitoring No. nha ncement of HandpumDs IRelocation/E 75.000 25.000 _ 3 Handpump type 1 No. 1 _ _. . ____ 3.500 2 No. 3 500 Handpump type 1 3,500 Hre-Consiruclion1andpumptype 3 _ No. 3.500 measures for vrells__l Pr-Cntrcio rotection/Enhancement 120.000 30,000 4 Wy_t_pe A No. 324,000 Water No. 27,000 12 Well type B 300.000 No. 30,000 10 Well Iype C 20 148,000 Silt Fencing(20 m long) No. of location 7,400 2 4.000 Oil Interceptorsat Vehicleparking areas No. 2.000 24 768.000 Construction Oil Interceptor No. 32,000 19.000 36 684,000 Recharge pits under Urban Drains No. m. 5 Coveredin Enginee ng costs Construction Turfing/Pitching sq. Soil m. 150 60,052 9.007,812 Operation Redevelopmentof Borrowareas sq. 260.540 m. 1.400 186.1 Construction DoubleGlazing of windowsat Sensitivereceptors sq. at sensitive receptor 5 Barriers for reducing noise levels 709 3_545 000 walls 5_000 Noise locationsand raising of boundary screeningat sensitivereceptors Operation Plantationfor vegetative 1.0475 66,202 upto a distance of 100m on either side of the structure ha 63,200 ______.___ .______vwithinthe RoW. 900,000 No. 100,000 9 Pre-Construclion Relocationof Shrines,Temples, etc. Provisionfor seating pavingand/or enclosure as applic ble 520 802 417,040 Pavingaround shrnes not specificallyenhanced sq. m. 1 819 1,228.500 CulturalProperties s Construction -Fencingaround shrines not specifically enhanced M Specific enhancementmeasures along 4A (details for Sumtotal ____Sum_total_9450761.05 individualsites as per specific drawings) 500,000 No, 5,000 100 Flora Pre-Construction Transplantation 124260 6,710,040 wire fencealong the outeredges of the m. 54 Construction Puttingup of barbed ______...... __ (slaggered to follow RoW 2,280,000 for eachfelled No. 75 30400 civil works) Compensatoryplantation @ 2 trees 1.509,975 tree species No. 75 20133 Landscapingalong the highwayusing specified 6,718,800 c/c No. 1,100 6108 Tree guardfor trees in the first row @ 12 m 1 237,845 No. 35 35367 MedianPlantation 2 12,000 alongthe highway No. 6,000 Landscapingat T-junctions 138.000 11,500 12 ,Landscaping at Y-junctions along the highway No. o 48Iw 48 Environmental Management Plan - Package IV A ______Grand Trunk Road Improvement Project
Total Cost (INR) ITEM Unit Unit Cost (Rs) QUANTITY COMPONENT STAGE 24.000 alongthe highway No. 12,000 2 ______Landscaping at X-junctions Cosis usingfencing if needed m. 54 as required Demarcatingborrow areas clearly _ Cot Construction 100 000 Miscellaneousinformalory signs and others L.S 100,000 1 15,000 Provisionof an improviseddog-leg arrangement to prevent No. 15,000 on to the NH... 100.000 S f R~~~~~~~~~~uickaccess structures m 2,500 40 Safety Provisionof crash barriersnear locally important 2,25.000 17 Coveted n Engi Operation Provisionfor Bus-stop No. at Constructioncamps & Provision of Hoarding/Posters 2 240,000 Trucklay bys and Provisionof healthchecks at construction No. 1,20.000 47,191,616 .______(A) Mitigation I Enhancernent Costs .______.. Monitoring costs samplesper day, once every 135,000 Monitoringnear all hot mix plant locationsapproved by the No. of Samples . 3, 8-hr, ______Construction Engineer______per day,once every month 540,000 Monitoringat constructionsites in tandemwith construction No. of Samples 5,000 3 samples 3 samples per day. once every Air alternateyear upto 2006, then every 5,000 third year until 2015 and then every 210.000 Operation At sensitivereceptors specified in the monitoringplan No. of Samples fifth year until 2025 at 7 locations (=42) 30,000 Durgavati@ No. of Samples 5,000 Once every year for 3 years at 2 Construction (i) River Karmnasha@ km. 47/000(ii)River ______locations______km. 57/600 ______End of summer before the onset of monsoon every altemate year until ()RvrKrnsa~k.4/0(i ie ugvt 60.000 Water Quality River Durgavatit No. of Samples 5.000 2006,then every third year upto 2015 'Operation (i) River56 Karmnasha km. 47/00(ii) every 5thyear until 2025 at 2 km. 571600 and then ______locations(=12) _(=12) ______As and whennecessary (36 samples) 144,000 At equipment_ards No. of Samples4,000 every four monthsfor 3 years at 252.000 Construction Asdrce yteEgne o fSmls400Once No. of Samples4.000 7 locationss max. ("63) 252.00C__7c Noisedirected Constrby the As Engineer Once every alternateyear until 2006, Noise Chandauli@ No. of Samples4,000 then every tfitrhdyear until 2025 at 372,000 Operation (i) Start of the corridor@ km. 317/150(ii)In then every third year until 2015 and 7200 Operation km. 301700(iii)Durgawati village@ km. 561000 locations(=1B) Max of 7 locationsfor each of the 3 108000 Costuco At productiveagricultural lands abuttingtraffic detoursand K f Sam tes 6,000 years Soii Constructon traffic diversions,to be identifiedby theEngineer At Sevenlocations (assumed) 42,000 _Operation hAtaccident / spill locationsinvolving bulk transportcarrying No of Samples6,000 Operation______hazardous materialsNoofSnpe600AtSvnlcins(sud)40D 25,000 25,000 Pre-Construction All along the corridor L.S L.S 25.000per year At locations of compensato Flora Operation At locationsof compensatoryplantation
49 e .=CmZ7t Environmental Management Plan - PackageIV A Grand Trunk Road Improvement Project
Cost (INR) COMPONENT STAGE |ITEM | Unit |Unit cost (Rs) |QUANTITl Total Training& Mobilisation Costs Training & Constructionand S Portionof totalcost MobilisationCosts Operation As per modulesdeveloped for the GTRIP L. of training 30000 Facilities and Constructionand 1 monitoring kit for air, water and Operation As workedout in the logisticalsupport requirement L.S 200,000 noise,1 Coputer with printer200,000 Erection of hoardings indicating the RoW availabilityand N 2,000 77 154,0 Advocacy and policy legalcharges for encroachment making for operation Holding meetings for policy planning and subsequent preventionof Ribbon P review meetings with all stakeholderslike the Revenue g meetingsin the first three years and development Department, local elected representatives,town-planning No. 5,000 subsequent review meetings every 100,000 authorities,NHAI, local NGOs, etc. year(=20) (B) Monitoringand TrainingCosts 2,447,000 Total Costs (A+B) 49,638,516 .______Contingency ______@ 6% 2,481,926 . . _TOTAL BUDGETEDCOSTSCO52,100,000 Note 1: The provisionfor vehiclefor monitoringwill be madefrom contingencyfund for the EMPimplementation
50 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
1.13 SPECIFICATIONS FOR ENVIRONMENTAL ENHANCEMENT WORKS
1.13.1 JUNGLE CLEARANCE Jungleclearance shall compriseuprooting of rank vegetation,grass, brushwood, shrubs, stumps, trees and saplingsof girth upto 30 cm measuredat a height of one metre abovethe groundlevel. Where only clearanceof grass is involved it shall be measuredand paid for separately. Uprooting of vegetation The roots of trees and saplings shall be removed to a depth of 60 cm belowground level or 30 cm belowformation level or 15 cm belowsub grade level, whicheveris lower.All holes or hollowsformed due to removal of roots shall be filled up with earth rammedand levelled.Trees, shrubs, poles, fences, signs, monuments,pipe lines, cable etc. within or adjacent to the area which are not required to be disturbedduring jungle clearanceshall be properly pro'ected by the contractorat his own cost and nothingextra shall be payable. Stacking and disposal All useful materialsobtained from clearing and grubbing operationshall be stacked in the manner as directed by the Engineer.Trunks and branchesof trees shall be clearedof limbs and tops and stacked neatly at places indicated by the Engineer-in-Charge.The materials shall be the property of the Government. All unserviceablematerials, which in the opinion of the Engineercannot be used or auctioned, shall be removed up to a distance of 50 m outside the periphery of the area under clearance.It shall be ensuredby the contractorthat unserviceablematerials are disposedoff in such a mannerthat there is on likelihoodof gettingmixed up with the materialsmeant for construction.
1.13.2 FELLING TREES Felling: While clearingjungle, growth trees above 30 cm girth (measured at a height of one metre above ground level) to be cut, shall be approved by the Engineer-in-Chargeand then marked at site. Felling trees shall include taking out roots up to 60 cm below ground level or 30 cm below formation level or 15 cm belowsub-grade level, whicheveris lower. All excavationsbelow generalground level arising out of the removal of trees, stumps etc. shall be filled withsuitable material in 20 cm layers and compactedthoroughly so that the surface at these points conformto the surroundingarea. The trunks and branchesof trees shall be cleared of limbs and tops and cut into suitablepieces as directedby the Engineer-in-Charge. Stacking and Disposal:Wood, branches,twigs of trees and other useful material shall be the property of the Government. The serviceable materials shall be stacked in the manner as directed by the Engineer-in-Chargeup to a lead of 50 m. All unserviceablematerial, which in the opinionof Engineer- in-Chargecannot be used or auctioned shall be removed from the area and disposedoff as per the directions of the Engineer-in-Charge.Care shall be taken to see that unsuitablewaste materials are disposedoff in such a manner that there is no likelihoodof these getting mixed up with the materials meant for construction.
1.13.3 EARTHWORK Excavationin all kindsof soil All Excavationoperation shall include excavation and getting out the excavation materials.In case of excavationfor trenches 'getting out' shall include throwing the excavatedmaterials at a distance of at least one meter or half the depth of excavation,whichever is cleareroff the edge of excavation. During the excavation the natural drainage of the area shall be maintained.Excavation shall be done from top to bottom. Under mining or under cuttingshall not be done.
Lo Aseial..es 51 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
The excavationshall-be done true to levels, slope shape& patternindicated by the engineerin change.
1.13.4 FILLING Lumps & clods exceeding 8 cm in any direction shall be broken. Each layer shall be watered and consolidatedwith steel rammer or-1/2 tonne roller. Where specifiedevery third & top most layer shall also be consolidatedwith powerroller of minimum 8 tones. The Top & sides of the filling shall be neatly raised. The contractor shall make good all subsidence & shrinkage in each filling embankments traversesetc. during executionand fill the completionof works.
1.13.5 DAMP PROOFCOURSE Cement Concrete Layer This shall consist of cement concreteof specified proportionsand thickness.The surface of brick or stone masonrywork shall be levelled and preparedbefore layingthe cement concrete.Edge of damp proof courseshall be straight, even and vertical. Side shutteringshall consistof steel formnsand shall be strong and properlyfixed so that it does not get disturbedduring compactionand the mortar does not leak through.The concretemix shall be of workableconsistency and shall be tampedthoroughly to make a dense mass. When the sides are removed, the surface should come out smooth without honeycombing.Continuity shall be maintainedwhile laying the cement concretelayer and laying shall be terminatedonly at the predeterminedlocation where damp proof courseis to be discontinued.There shall be no constructionjoint in the DampProof Course. Curing Damp proof courseshall be curedfor at least seven days, after which it shall be allowedto dry. Applicationof Hot Bitumen Where so directed, hot bitumen in specified quantity shall be applied over the dried up surface of cement concrete,properly cleaned with brushesand finally with a piece of cloth soakedin keroseneoil. Bitumen of penetrationA 90 or equivalentwhere used shall be heatedto a temperatureof 1600+ 50C. The hot bitumenshall be applieduniformly all over, so that no blank spacesare left anywhere.It will be paid for separately. Water Proofing Materials Where so specified,waterproofing material of approvedquality shall be addedto the concretemixture in accordancewith the manufacture'sspecifications stating the quantityof water proofing material in litres or kg per 50 kg or cement and will be paid for separately.
1.13.6 BRICKSWORK BricksUsed in the Masonry may be of the following type Common burnt clay bricks: Shall be hand moulded or machine moulded. They shall be free from nodulesof free lime, visible cracks, flawswarpage and organic matter,have a frog 100 mm in length 40 mm in width and 10 mm to 20mm deep on one of its flat sides. Bricks made by extrusion processand bricktiles may not be providedwith frogs.Each brickshall be marked(in the frog where provided)with the manufacturer'sidentification mark or initials. Dimensions:Brick sizes will as per standardengineering practices followed in the states of UP & Bihar. The bricks shall have smooth rectangularfaces with sharp corner and shall be uniform in colour and emit clear ringingsound when struck. Water absorption:The average water absorptionof bricks when tested shall be not more than 20% by weight.
I 52A`c1jaf_. 52 0 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Impro vement Project
Efflorescence: The ratingof efflorescenceof brickswhen testedshall be not more than moderate. Brick Work Classification:The brickworkshall be classifiedaccording to the classdesignation of bricks used. Mortar: The mortar for the brickworkshall be as specified,and conformto acceptedstandards. Lime shall not be used where reinforcementis providedin brickwork. Soakingof Bricks: Bricks shall be soakedin water before use for periodfor the water to just penetrate the whole depth of the bricks. Alternativelybricks may be adequatelysoaked in stacks by profusely sprayingwith clean water at regularintervals for a periodnot lessthan six hours. The bricksrequired for masonry work using mud mortar shall not be soaked. When the bricks are soaked they shall be removed from the tank sufficiently early so that at the time of layingthey are skin-dry. Such soaked bricksshall be stacked on a clean placewhere they are not againspoiled by dirt, earth etc. Laying Bricks shall be laid in English Bond unless otherwisespecified. For brick work in half brick wall, bricks shall be laid in stretcherbond. Hc:f or cut bricks shall not be usedexcept as closer where necessaryto completethe bond. Closer in such cases, shall be cut to the requiredsize and used near the ends of the wall. Header bond shall be used preferably in all courses in curved plan for ensuring better alignment. All loose materials,dirt and set lumps of mortar which may be lying over the surface on which brick work is to be freshly started, shall be removedwith a wire brushand surface wetted.Bricks shall be laid on a full bed of mortar, when laying, each brick shall, be properlybedded and set in positionby gently pressingwith the handleof a trowel. It insideface shall be butteredwith mortar before the next brick is laid and pressed against it. Joints shall be fully filled and packed with mortar such that no hollow spaces are left insidethe joints. The boundaryor separatorwalls shall be taken up truly in plumb or true to the required batter where specified.All coursesshall be laid truly horizontaland all vertical joints shall be truly vertical. Vertical joints in the altemate course shall come directly one over the other. Quoin, Jambs and other angles shall be properly plumbed as the work proceeds. Care shall be taken to keep the perpends properly alignedwithin following maximumpermissible tolerances. Deviationfrom vertical shall not exceed6 mm per 3 m height. Deviationfrom positionshown on plan of any brickworkshall not exceed 12.5 mm. A set of tools comprisingof woodenstraight edge, Masonicspirit levels, square, 1-meter rule line and plumb shall be kept on the site of work for every 3 masonsfor proper check during the progress of work. All quoins shall be accurately constructedand the height of brick coursesshall be kept uniform. This will be checkedusing graduatedwooden straight edge or storey rod indicatingheight of each course includingthickness of joints. The brickworkshall be built in uniform layers. Parts of wall left at different levels shall be raked back at an angle of 45 degrees or less with the horizontal.Toothing shall not be permittedas an alternativeto raking back. For half brick partitionto be keyedinto main walls, indentsshall be left in the main walls. Where brickscannot be cut to the requiredshape to form cut (maru)corners, cement concrete1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate20 mm nominalsize) equal to thicknessof course shall be provided in lieu of cut bricks.
53 \ Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Bricksshall be laid with frog (whereprovided) up. However,w-hen top courseis exposed,brick shall be laid with frog down. For the bricks to be laid with frog down,the frog shall be filled with mortar before placingthe brick in position. In caseof walls one brick thick and under,one face shall be kept even and in proper plane,while the other face may be slightly rough. In retainingwalls and the like, where water is likely to accumulate,weep holes, 50 to 75 mm square shall be providedat 2 m vertically and horizontallyunless otherwisespecified. The lowestweep hole shall be at about 30 cm above the ground level. All weep holes shall be surroundedby loose stones and shall have sufficient fall to drain out the water quickly. Joints The thicknessof all types of joints including brick wall joints and cross joints shall be such that four course and three joints taken consecutivelyshall measure30 cm for bricks of standard sizes as per local availability. Note: Specifiedthickness of joints shall be of 1 cm deviationfrom the specifiedthickness of all joints shall not exceedone-fifth of specifiedthickness. Finishing of Joints The face of brickwork may be finishedflush or by pointing,In flush finishingeither the face joints of the mortar shall be workedout while still green to give a finished surface flush with the face of the brick work or the joints shall be squarely raked out to a depth of 1 cm while the mortar is still green for subsequentlyplastering. The faces of brickworkshall be cleanedwith wire brushso as to remove any splashesof mortar durina the courseof raisingthe brickwork.In pointing,the joints shall be squarely raked out to a depth of 1.5 cm while the mortar is still green and raked joints shall be brushed to remove dust and loose particlesand well wetted, and shall be later refilled with mortar to give ruled finish. Somesuch finishes are 'flush', 'weathered',ruled, etc. Curing The brickwork shall be constantly kept moist on all faces for a minimum period of seven days. Brickworkdone during the day shall be suitably marked indicatingthe date on whichthe work is done so as to keep a watchon the curingperiod. Scaffolding Scaffoldingshall be strong to withstandall dead, live and impact loads, which are likely to come on them. Scaffoldingshall be providedto allow easyapproach to every part of the work. Single Scaffolding Where plastering has been indicated for brickwork, single scaffolding may be provided, unless otherwisespecified. In singlescaffolding, one end of the put-logs/poleshall rest in the hole providedin the headercourse of brick masonry.Not more than one headerfor each put-log/poleshall be left out. Such holes shall not be allowedin the case of pillars, brick work less than one metre in lengthbetween tthe openings or near the skewbacksof arches or immediatelyunder or near the structural member supported by the walls. The holes for put-logs/ poles shall be made good with brickwork and wall finishing as specified. Double Scaffolding DoubleScaffolding having two independentsupports, clear of the work, shall be provided for exposed brickwork.
54 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
1.13.7 CONCRETEWORK The concreteshall be designedin gradesdenoting characteristic compressive strength or by volumetric proportionof the nominalmix concreteof the constituents. Material Water, cement, lime, fine aggregateor sand, surkhi,cinder and fly ash shall be as specified. CoarseAggregate General:Most of the coarseaggregate shall be retainedon 4.75 mm IS Sieve and shall containsonly as much fine material as is permitted in IS 383 for varioussizes and grading.Coarse aggregateshall be stoneaggregated and it shall be obtainedfrom approvedlauthorisedsources. StoneAggregate: It shall consistof naturally occurring(uncrushed, crushed or broken) stones. It shall be hard, strong, dense, durable and clean. It shall be free from veins, adherent coatings,injurious amountsof disintegratedpieces, alkali, vegetable matterand other deleterioussubstances. It shall be roughly cubical in shape. Flaky and elongated pieces shall be avoided. It shall conform to IS: 383 unlessotherwise specified. DeleteriousMaterial: Coarse aggregate shall not containany deleteriousmaterial, such as pyrites,coal, lignite, mica, shale or similar laminated material, clay, alkali, soft fragments, seashells and organic impuritiesin such quantityas to affect the strengthor durabilityof the concrete.Coarse aggregate to be used for reinforcedcement concrete. Coarse aggregate to be usedfor reinforcedcement concreteshall not contain any material liable to attack the steel reinforcement.Aggregates, which are chemically reactivewith alkalis of cement, shall not be used.The maximumquantity of deleterious material shall not be more than five per cent of the weight of coarseaggregate when determinedin accordancewith IS: 2386 Part il. Size and Grading (i) Stoneaggregate: It shall be gradedas specified.Nominal size and gradingshall be as under:- Nominalsizes of gradedstone aggregateor gravel shall be 40 or 12.5mmas specified.For any one of the nominalsizes, the proportionof other sizes shall be in accordancewith Table 12.
Table 12 GradedStone Aggregate
IS Sieve Percentage passing (by weight) for nominal size of Designation 40 nmn 20 nmm 16 mm 12.6 mm
75 mm 100 - - 37.5 mm 95 to 100 100 - - 19 mm 30 to 70 95 to 100 100 100
16 mm - , 90 to lOO -
11.2 mm - - 90 to 100 9.5 mm 101to35 25 to 55 30to70 40 to 85 4.75mm OtoS Oto10 OtolO Oto10
2.36 mm . - Stacking:Aggregate shall be stacked on a hard, dry and level patch of ground. When stock piling, the aggregateshall not form pyramids resulting in segregationof different sized materials. It shall be stacked separatelyaccording to nominalsize of coarseaggregates. Stacking shall be done in regular stacks,of height not exceeding100 cm. Fine Aggregate Most of the fine aggregateshall passthrough 4.75 mm IS sieve. Fine aggregateshall consistof natural sand, crushedstone sand or crushedgravel sand stone dust or marble dust, conformingto IS: 2686. It
55 S =D EnvironmentalManagement Plan - PackageIV A Grand TrunkRoad ImprovementProject shall be hard, durable, chemicallyinert, clean and free from adherentcoatings, organic matter etc. and shall not containany appreciableamount of clay balls or pelletsand harmful impuritiese.g. iron pyrites, alkalis, salts, coal, mica, shale or similar laminatedmaterials in such form or in such quantities as to cause corrosion of metal or affect adversely.the hardening,the strength, the durability or the appearanceof mortar, plasteror concrete.The sum of the percentagesof all deleterious material shall not exceed 5%. Fine aggregatemust be checkedfor organic impuritiessuch as decayed vegetation humps,coal dust etc. Silt Content:The maximumquantity of silt in sand shall not exceed8%. Fine aggregatecontaining more than allowablepercentage of silt shall be washedso as to bring the silt contentwithin allowablelimits. Grading:On the basis of particle size, fine aggregateis gradedinto four zones. The grading shall be within the limits given in Table 13 below. Where the grading falls outsidethe limits of any particular grading zone of sieves, other then 600 micron IS sieve, by a total amount not exceeding5 per cent, it shall be regardedas falling within that gradingzone as per IS: 326.
Table 13 Gradingof Fine Aggregate
IS Sieve ______Percentage passing for Grading Zone I Grading Zone II Grading Zone III Grading Zone IV 9.50 mm 100 100 100 100 4.75 mm 90-100 90-100 90-100 95-100 2.36 mm 60-95 75-100 85-100 95-100 1.18mm 30-70 55-90 75-100 90-100 600 microns 15-34 35-59 60-79 80-100 300 microns 5-20 8-30 12-40 15-50 150 microns 0-10 0-10 0-10 0-15 Type and grading of fine aggregateto be used shall be specified.It shall be coarse sand, fine sand, stone dust or marble dust, fly ash and surkhi. Use of sea sand shall not be allowed, unless otherwise specified. Coarsesand shall be either river sand or pit sand or a combinationof the two. Badarpursand available in Delhi generallyfalls in categoryof pit sand. It shall be clean, sharp, angular,and gritty to touch and composedof hard siliceousmaterial. Fine sand shall be either river sand or pit sand or a combinetionof the two. Its grading shall fall within the limits of Grading Zone IV of Table 13. As a guideline,fine sand conforrningto gradingZone IV can be generallyobtained in Delhi by mixing one part of Badarpursand and two parts of Jamuna Sand (by volume). Stonedust shall be obtainedby crushinghard stonesor gravel. Sand for Masonry Mortar and for Plaster Sand shall consist of natural sand, crushed stone sand or crushedgravel sand or a combinationof any of these. Sandshall be hard, durable, clean and free from adherentcoatings and organic matter and shall not containthe amount of clay, silt and fine dust more than specifiedas under. DeleteriousMaterial: Sand shall not contain any harmful impurities such as iron, pyrites, alkalis, salts, coal or other organic impurities, mica, shale or similar laminatedmaterials, soft fragments,sea shale in suchform or in such quantitiesas to affect adverselythe hardening,strength or durabilityof the mortar. Gradingof sand for use in masonrymortar shall be conformingto IS: 2116 (Table 14). Gradingof sand for use in Plastershall be conformingto IS: 1542(Table 15).
56 Q EnvironmentalManagement Plan - PackageIV A GrandTnmk Road Improvement Project
Table 14 Gradingof sandfor use in masonrymortar as per IS: 2116 IS Sieve Designation Percentage passing by mass 4.75 mm 100 2.36 mm 90 to 100 1.18 mm 70 to 100 600 micron 40 to 100 300 micron 5 to 70 150 micron 0 to 15
Note: For crushed stone sands, the permissible lirnit on 150 micron IS Sieve is increased to 20%. This does not affect the 5% allowance IS-2386.
Table 15 Gradingof Sand for use in Plasteras per IS: 1542 IS Sieve Designation Percentage passing 10mm 100 4.75 mm 95 to 100 2.36 mm 95 to 100 1.18 mm 90 to 100 600 micron 80 to 100 300 micron 20 to 65 150 micron 0 to5O Admixtures When required, admixtures of approved quality shall be mixed with concrete, as specified. The admixturesshall conformto IS: 9103. Bulking Fine aggregate,whean dry or saturated,has almost the same volume but dampnesscauses increase in volume. In case fine aggregateis damp at the time of proportioningthe ingredients for mortar or concrete,its quantityshall be increasedsuitably to allow for bulkage. Stacking Fine aggregateshall be so stacked as to preventdust and foreign mattergetting mixed up with it as far as practicallypossible. Steel for reinforcement The steel used for reinforcementshall be any of the followingtypes: Mild steel and medium tensile bars conformingto IS: 432 (Part I) Hard drawnsteel wire conformingto IS: 432 (Part II) Typesand Grades Reinforcementsupplied in accordancewith this standardshall be classifiedinto the following types: Mild steel bars: It shall be suppliedin the followingtwo grades Mild steel bars grade I designatedas Fe 410-S. Mild steel bars grade 11designated as Fe 410-0. Mediumtensile steel bars, grade 11designated as Fe 540-W-HT. Mild steel and Mediumtensile steel.
Table 16 ElongationPercentage of Mild steel bars
Si. Ultimate tensile Yield stress N/ Elongation No. Type and nominal size of bar stress Nimm_2 No. ~~~~~~~~minimumnv2tiiunnn2 minii minimumpercent 1 Mild steel grade 1, For bars up to and 410 250 23 including 20 mm.
2. Mild steel grade 11,For bars up to and 370 225 23: - : - 57 7a uc2Z7Qe Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
SI. Ultimate tensile Yield stress Nl Elongation Si. Type and nominal size of bar stress N/mmm2, m u percent
includina 20 mm 3. Medium tensile steel, For bars up to & 540 350 20 including 16 mm
Elongation percent on gauge length 5.65 so where so is the cross sectional area of the test piece is shown in Table 16.
High strength deformed bars & wires shall conform to IS: 1786. The physical properties for all sizes of steel bars are mentioned Table 17.
Table 17 Physical Properties of Mild steel bars
No. Property Grade ______No. Property Fe 415 Fe 500 Fe 550 2 1. 0.2% proof stress/ yield stress, min. N/mm 415 . 500 550
Elongation, percent min. on gauge length 2. 5.65 A. Where A is the X-Sectional Area of 14.5 12 8 the test piece.
8% more than 6% more than 10% more than actual 0.2% actual 0.2% proof 3 Tensilestrength actual 0.2%.stress proof proof stress adual butb.2S not stress but not less but not less than 465 N/mm2 than N/ 585 N
Stacking and storage: Steel for reinforcement shal[- be stored in such a way as to prevent distorting and corrosion. Bars of different classifications, sizes and lengths shall be stored separately to facilitate issue in such sizes and lengths to cause minimum wastage in cutting from standard length.
1.13.8 FORM WORK (CENTRING & SHUTTERING)
Form work:
Formwork shall include all temporary or permanent forms or moulds required for forming the concrete, which is cast-in-situ, together with all temporary construction required for their support.
Design & Tolerance in Construction
Formwork shall be designed and constructed to the shapes, lines and dimensions shown on the drawings with the tolerances given in Table 18.
Table 18 Tolerances for Formwork Deviation from specified dimensions of cross section of +12 mm columns and beams Deviation from dimensions of footings +12 mm Dimension in Plan +50 mm Eccentricity in plan 0.02 times the width of the footings in the direction of deviation but not more than 50 mm. Thickness +0.05 times the specified thickness. (Note -Tolerance applies to concrete dimensions only, and not to positionng of vertical steel or dowels.)
General Requirement
It shall be strong enough to withstand the dead and live loads and forces caused by ramming and vibrations of concrete and other incidental loads, imposed upon it during and after casting of concrete. It shall be made sufficiently rigid by using adequate number of ties and braces, Screw jacks or hard board wedges where required shall be provided to make up any settlement in the form work either before or during the placing of concrete.
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Forms shall be so constructed as to be removable in sections in the desired sequence, without damaging the surface of concrete or disturbing other sections. Care shall be taken to see that no piece is keyed into the concrete.
Material for Form Work Propping and Centring All propping and centring should be either of steel tubes with extension pieces or built up sections of rolled steel.
Centring/Staging
Staging should be as designed with required extension pieces as approved by Engineer-in-Charge to ensure proper slopes, as per design for slabs/ beams etc. and as per levels as shown in drawings. All the staging to be either to Tubular steel structure with adequate bracings as approved or made of built up structural sections made from rolled structural steel sections. Shuttering Shuttering used shall be of sufficient stiffness to avoid excessive deflection and joints shall be tightly butted to avoid leakage of slurry. If required, rubberised lining of material as approved by the Engineer- in-Charge shall be provided in the joints.
Steel shuttering used for concreting should be sufficiently stiffened. The steel shuttering should also be properly repaired before use and properly cleaned to avoid stains, honey combing, seepage of slurry through joints etc.
Form work shall be properly designed for self weight, weight of reinforcement, weight of fresh concrete, and in addition, the various live loads likely to be imposed during the construction process (such as workmen, materials and equipment). Camber Suitable camber shall be provided in horizontal members of structure, especially in cantilever spans to counteract the effect of deflection. The formwork shall be so assembled as to provide for camber. The camber for beams and slabs shall be 4 mm per metre (1 to 250) or as directed by the Engineer-in-
Charge, so as to offset the subsequent deflection. For cantilevers the camber at free end shall be 1 150 th of the projected length or as directed by the Engineer-in-Charge.
Formwork for Concrete Walls
The form faces have to be kept at fixed distance apart and an arrangement of wall ties with spacer rubes or bolts is considered best.
Removal of Form work (Stripping time)
In normal circumstances and where ordinary Portland cement is used, forms may generally be removed after the expiry of the following Table 19.
Table 19 Stripping time for form work a) Walls, columnsand verticalfaces of all structural 24 to 48 hoursas maybe decidedby the members Engineer-in-Charge Slab b) 7 days i) Spanningupto 4-50 M
Beams c) i) Spanningupto 6 M 14 days Note 1' For other types of cement, the stripping time recommendedfor ordinary Portlandcement may be suitably modified Note2: The numberof props left under, their sizes and dispositionshall be such as to be able to safely carry the full dead load of the slabs, beam or arch as the case may be togetherwith any live load likely to occur during curing or furtherconstruction. 59 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Note 3: For rapid hardening ^ement, 3/7 of above periods will be sufficient in all cases except for vertical side of slabs, beams and columns, which should be retained for at least 24 hours, Note 4: In case of cantilever slabs and beams, the centring shall remain till structures for counter acting or bearing down have been erected and have attained sufficient strength. Note 5: Proper precautions should be taken to allow for the decrease in the rate of hardening that occurs with all types of cement in cold weather and accordingly strpping time shall be increased, Note 6: Work damaged through premature or careless removal of forms shall be reconstructed. Oiling the Surface Shutteringgives much longer service life in the surfacesare coatedwith suitablemould oil, which acts both as a perting agentand also gives surfaceprotections. A typical mould oil is heavy mineral oil or purified cylinder oil containing not less than 5 % pentachlorophenolconforming to IS: 716 well mixed to a viscosityof 70-80 centipoise. After 3-4 usesand also in caseswhen shutteringhas been storedfor a long time, it should be recoated with mouldoil beforethe next use. The designof formworkshall conformto sound Engineeringpractices and relevant IS codes. Inspection of Form Work The completed formwork shall be inspected and approved by the Engineer-in-Chargebefore the reinforcementbars are placedin position. Properform work should be adoptedfor concretingso as to avoid honey combing, blow holes, grout loss, stains or discolourationof concrete etc. proper and accurate alignment and profile of finished concretesurface will be ensuredby proper designingand erectionof form work which will be approved by Engineer-in-Charge. Shutteringsurface beforeconcreting should be free from any defect/deposits and fully cleanedso as to give perfectlystraight smoothconcrete surface. Shutteringsurface should be thereforechecked for any damageto its surface and excessiveroughness before use. Erectionof Form Work (centring and shuttering) Followingpoints shall be borne in mind while checkingduring erection. Any member that is to remain in position after the general dismantling is done, should be clearly marked. Materialused should be checkedto ensurethat, wrongitems/ rejectsare not used If there are any excavations nearby which may influence the safety of formworks, corrective and strengtheningaction must be taken. The bearingsoil must be soundand well preparedand the sole platesshall bearwell on the ground. Sole plates shall be properlyseated on their bearingpads or sleepers. The bearingplates of steel propsshall not be distorted. The steel partson the bearingmembers shall have adequatebearing areas. Safety measures to prevent impact of traffic, scour due to water etc. should be taken. Adequate precautionarymeasures shall be taken to prevent accidentalimpacts etc. Bracing, struts and ties shall be installed along with the progressof formwork to ensure strengthand stability of formwork at intermediate stage. Steel sections (especially deep sections) shall be adequatelyrestrained against tilting, over turning and formworkshould be restrainedagainst horizontal loads.All the securingdevices and bracingshall betightened. The stackedmaterials shall be placedas cateredfor, in the design. When adjustablesteel props are used,they should:
60 Environmental Management Plan - Package IVA Grand Trunk Road Improvement Project
Be undamagedand not visibly bent. Have the steel pins providedby the manufacturersfor use. Be restrainedlaterally neareach end. Have meansfor ceniralisirigbeams placed in the fork heads. Screw adjustmentof adjustableprops shall not be over extended. Double wedges shall be provided for adjustmentof the form to the required position whenever any settlementI elastic shorteningof propsoccurs. Wedges should be usedonly at the bottom end of single prop. Wedgesshould not be too steep and one of the pair should be tightened/ clamped down after adjustmentto preventtheir shifting. No membershall be eccentricupon vertical member. The numberof nuts and boltsshall be adequate. All provisionsof the design and/ or drawingsshall be compliedwith. Cantileversupports shall be adequate. Propsshall directly under one anotherin multistageconstructions as far as possible. Guy ropesor stay shall be tensionedproperly. There shall be adequate provisionfor the movement and operationof vibratorsand other construction plant and equipment. Requiredcamber shall be providedover long spans. Supportsshall be adequate,and in plumbwithin the specifiedtolerances. General The formworkshall include the following: Splayed edges,notching, allowancefor overlaps and passingat angles,sheathing battens, strutting, bolting,nailing, wedging,easing, strikingand removal. All supports,struts, braces,wedges as well as mudsills,piles or other suitablearrangements to support the formwork. Bolts,wire ties, clamps, spreaders,nails or any other items to hold the sheathingtogether. Working scaffolds,ladders, gangways, and similar items Filleting to form stop chamferededges of splayedexternal anglesnot exceeding20 mm wide to beams, columnsand the like. Where required,the temporaryopenings provided in the forms for pouringconcrete, inserting vibrators, and cleaningholes for removingrubbish from the interior of the sheathingbefore pouring concrete.
1.13.9 REINFORCEMENT General requirements Steel conforming for reinforcementshall be clear and free from loose mud, scales, dust, loose rust, coats of paints, oil or other coatingswhich may destroyor reducebond. It shall be stored in sucha way as to avoid distortionand to prevent deteriorationand corrosion.Prior to assemblyof reinforcementon no accountany oily substanceshall be usedfor removingthe rust.
Lea A&fE-Lates 61 EnvironmentalManagement Plan - PackageIV A Grand TrunkRoad Improvement Project
Assemblyof Reinforcement Bars shall be bent correctly and accuratelyto the size and shapeas shown in the detailed drawingsor as directed by Engineer-in-Charge.Preferably bars of full lengthshall be used. Necessarycutting and straighteningis also included.Over lappingof bars, where necessaryshall be done as directed by the Engineer-in-Charge.The overlappingbars shall not toucheach other and these shall be kept apart with concretebetween them by 25 mm or 11/4 times the maximumsize of the coarseaggregate whichever is greater. But wherethis is not possible,the overlappingbars shall be bound together at intervalsnot exceeding twice the dia. Of such bars with two strands annealedsteel wire of 0.90 mm to 1.6 mm twistedtight. The overlaps/splices shall be staggeredas per directionsof the Engineer-in-Charge.But in no casethe over lappingshall be providedin more than 50% of crosssectional area at one section. Bends and Hooks Forming End Anchorages Reinforcementshall be bent and fixed in accordancewith procedurespecified in IS: 2502, code of practicefor bendingand fixing of bars for concretereinforcement. U - Type Hook In case of mild steel plain bars standard U type hook shall be provided by bending ends of rod into semicircularhooks having clear diameter equal to four times the diameterof the bar. Beends Bend forming anchorageto a M.S. plain bar shall be bent with an internal radiusequal to two times the diameter of the bar with a minimum lengthbeyond the bend equalto four times the diameter of the bar. Anchoring Bars in Tension Deformed bars may be used without end anchorages,provided, development length requirementis satisfied. Hooksshould normally be providedfor plain bars in tension.Development length of bars will be determinedas per clause25.2.1 of IS: 456. Anchoring Bars in Compression The anchoragelength of straight bar in compressionshall be equalto the developmentlength of bars in compressionas specified in clause 25.2.1 of IS: 456. The projectedlength of hooks,bends and straight lengths beyondbend, if providedfor a bar in compression,shall be consideredfor developmentlength. Binder, stirrups, links and the like: In caseof binders, stirrups,links etc. the straight portion beyondthe curve at the end shall be not less than eight times and nominalsize of bar. Placing in Position Fabricatedreinforcement bars shall be p,aced in position as shown in the drawingsor as directed by the Engineer-in-Charge.The bars crossingone anothershall be tied together at every intersectionwith two strands of annealedsteel wire 0.9 to 1.6 mrn thicknesstwisted tight to make the skeleton of the steel work rigid so that the reinforcementdoes not get displacedduring depositionof concrete. The bars shall be kept in correct position.
1.13.10PAVING Brick Paving Bricks Bricks oi specified dimensions and designations shall be used. These shall conform to the specificationsdescribed in above sections. Brokenbricks shall not be used in paving except for closing the line. The bricksshall be laid on edge.
I - AmcA_ tes 62 EnvironmentalManagement Plan - PackageIV A GrandTrink RoadImprovement Project
Mortar The mortar used shall be as specified (in case of dry bricks flooring fine sand shall be filled in the joints). Base Concrete 1. Flooringshall be laid on PCC base concretelaid to slope rangingfrom 1:36to 1:48 as decided by the Engineer. 2. The flooring shall commencewithin 48 hoursof the layingof base,failing which;the surface of base shall be roughenedwith steel wire brusheswithout disturbing the concrete.Before laying the flooring the based shall be wetted and smeared with a coat of cement slurry at 2 kg of cement spread over an area of one meter square,so as to get a good bond betweensub-grade and flooring. Soaking of Bricks Bricks requiredfor flooring shall be adequatelysoaked in stacksbefore use, by profuselyspraying with clean water at regular intervals for a period of not less than six hours as to keep them wet to the satisfactionof the Engineer. Laying The bricksshall be laid on the edge in plain, diagonalherring bone bond,or other pattem as specified in the architecturaldrawings. Bricks shall be laid on edge on 12 mm thick mortar bed and each brick shall be properlybedded and set home by gentle tapping with trowel handleor woodenmallet. Its inside face shall be butteredwith mortar, beforethe next brick is laid and pressedagainst it. On completionof a portion of flooring,the vertical joints shall be fully filled from the top with mortar.The surface of the flooring during laying, shall be frequentlychecked with a straight edge at least 2 m long, so as to obtain a true plain surfacewith the requiredslope. Joints Bricksshall be so laid that all joints are full of mortar.The thicknessof joints shall not exceed1.0 cm for brickworkwith bricks of any class designation.The joints shall be struck flush and finished at the time laying. The face of brickworkshall be cleanedon the sameday on which brickworkis laid and all mortar droppingsremoved promptly. Curing Brickworkshall be protected from rain by suitablecovering when the mortar is green. Masonrywork in cement mortar shall be kept constantly moist on all faces for a minimum period of seven days. Brickworkcarried out during the day shall be suitably marked indicatingthe date on which the work is done so as to keep a watch on the curingperiod. Precast Concrete Tiles for Paving The grade of concrete shall be used as mentionedin architecturaldrawing. Thicknessof slab shall be as mentioned in drawing. It must be of actual shape as per drawing.The top of the tiles must be of smooth finished. Laying The earth shall be rammed and wateredto get the earth well compacted.The engineer shall check the compactionof soil. Bed PCC has to be laid as mentionedin drawing with correct depth and grade. Cementslurry @2kg/m2 has to be spreadover the concreteto fix the tile. The tile shall be laid within the initial setting time after the laying of PCC. The top of the tile shall be true in slope as mention in drawing.The joints betweenthe two adjacenttiles shall be as mentionedin enhancementdrawing.
63 _ Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Curing The tiles must be insertedin water after24 hoursof casting and cured in the same mannerfor at least 7 days. only thereafter used at site. The curing of the paving must be start a day after the laying of tiles and it shall be done upto 7 days.
1.13.11CEMENT PLASTERING All cementplaster shall be 12 mm, thick for brick surfacesand 6mm thick for concretesurfaces unless otherwisestated. Scaffoldingand preparationof surfacedshall be as specified. Mortar The mortar of the specified mix using the type of sand describedin the item shall be as specified in drawingsfor external work and under coat work, the fine aggregateshall conformto grading IV. For finishingcoast work the fine aggregateconforming to gradingzone V shall be used. Application:The specificationsas in drawingsshall apply exceptin the followingrespects: Beatingwith thin bamboostrips shall not be done on the cementplaster, and Furtherthe plasteringand finishing shall be completedwithin half an hour of addingwater to the dry mortar. Thickness:Where the thicknessrequired as per descriptionof the item is 20 mm the averagethickness of the plastershall not be less than 12 mm whetherthe wall treatedis of brick. Curing Curingshall be startedas soon as the plasterhas hardenedsufficiently not to be damagedwhen watered. The plastershall be kept wet for a periodof at least7 days.During this period,it shall be suitably protectedfrom all damagesat the contractor'sexpense by suchmeans as theEngineer-in charge may approve. The dates on which the plasteringis done shall be legible marked on the various sections plasteredso that curingfor the specifiedperiod thereafter can be watched. CementPlaster with a FloatingCoat of Neat Cement The cement plaster shall be 12, 15 or 20 mm thick, finished with a floating coat of neat cement, as describedin the item. Specificationsfor this item of work shall be same as described in plastering item except for the additionalfloating coat, which shall be carried out as below. When the plasterhas beenbrought to a true surface with the woodenstraight edge it shall be uniformly treatedover its entirearea with a pasteof neatcement and rubbed smooth, so thatthe whole surface is coveredwith neat cement coating. The quantityof cementapplied for floatingcoat shall be 1 kg per m2. Smoothfinishing shall be completedwith trowel immediately and in no caselater than half an hourof addingwater to the plastermix. Therest of the specificationsdescribed in plasteringitem shall apply. 6mmCement Plaster on CementConcrete and ReinforcedCement Concrete Work Scaffolding Stagescaffolding shall be providedfor the work. This shall be independentof the walls. Preparationof Surface Projectingburrs of mortar formed due to the gaps at joints in shutteringshall be removed. The surface shallbe scrubbedclean with wire brushes.In additionconcrete surfaces to be plasteredshall be pock markedwith a pointedtool, at spacingof notmore than 5 cm. Centres,the pockbeing made n2 6 .4--ifa 64 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project than 3mm deep. This is to ensure a proper key for the plaster. The mortar shall be washed off and surface, cleanedof all oil, greaseetc. and well wetted beforethe plasteris applied. Mortars Mortar of the specified mix using the types of sand describedin the item shall be used It shall be as specifiedin above section. Application To ensureeven thicknessand a true surface,gauges of plaster15x15 cm. shall be first applied at not more than 1.5n^.intervals in both directions to serve as guides for the plastering. Surface of these gaugedareas shall be truly in the plane of the finishedplaster surface. The plastershall be then applied in a uniform surface to a thicknessslightly more than the specifiedthickness and shall then be brought to true and evel surface by working a woodenstraight edge reachingacross the gauges. Finally the surface shall be finished true with a trowel or with wooden float to give a smooth or sandy granular texture as required.Excess troweling or over workingof the floats shall be avoided.The plasteringand finishing shall be completedwithin half an hourof addingwater to the dry mortar. Plasteringof ceiling shall not be commenceduntil the slab above has been finished and centring has been finished and centring has been removed. In the case of ceiling of roof slabs, plastershali not be commenceduntil the terrace work has beencompleted. These precautionsare necessaryin order that the ceiling plasteris not disturbedby the vibrationsset up in the above operations. Finish The plastershall be furnishedto a true and plumb surface and to the properdegree of smoothnessas required. The work shall be tested frequently as the work proceedswith a true straight edge not less than 2.5m long and with plumb bobs. All horizontallines and surfaces shall be tested with a level and all jambs and cornerswith a plumb bob as the work proceeds. Thickness The averagethickness of plastershall not be less than 6mm. The minimumthickness over any portion of the surface shall not be less than 5mm. Curing The specificationsshall be detailedin above section.
1.13.12GABION STRUCTURES Gabion 1. GabionBox - It is made of appropriategeotextile materialas approved by supervisionengineer on site, 2. Boulder- The bouldersshall range in size from 400 mm to 200mm. They should be hard and textured. Placing First maintain the slope as specified in design drawing. Cut earth as per box size then start to pivot
Boxes from bottom. After placing 15t layer of boxes pour the gravel, keeping in mind the bigger sizes are at bottom. Geotextilemembrane put as shownin designdrawing. After that accumulatenatural soil in this space to facilitates vegetation. Geotextilemembrane shall be knotted by MS wire with Gabion box, put one by one layer in the same manneras stated above.
1.13.13DRY STONE PITCHING As far as possible it should be ensuredthat one rainy seasonhas elapsedbefore pitching or any kind of stone work is commenced,so that the embankmenthas time to settle, and loose spots in the cutting, if any. show up. 6.z AIabs 65 c7 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
The sides and top of embankment,as the case may be, shall be brought to the required profile, slope and gradientand shall be compactedto a firm and even surface.If the situationdemands and whereso requiredby the engineer in considerationof the natureof the surface,the necessaryback filling may be done with small broken stone,moorum, gravel or ballastwell consolidatedto proper profile. In casethe soil in unreliableand if the natureof the work requiresit, a 75mmthick layer of gravel or ballastmay be providedover the preparedsurface and well consolidated. Pitching 1. Pitching shall be of 22.5 cm depth, unless specifiedotherwise. Profiles shall first, be put up by meansof pegs and stringsor by placingstones, at intervalor not more than 15 meter. Stoneshall then be laid closely in positionin betweenthe profile and firmly embeddedwith joints staggered and with exposedfaces true to line, gradientand in uniformslope throughout. 2. The cross bands of approximately22.5 cm width through bond stones equal to the full depth of pitching,shall be providedat an interval of approximately3 m centre to centre both longitudinally and transversely. 3. The intersticesbetween adjacent stones shall be filled in with stones of proper size, well driven in with crow bars to ensuretight packingand completefilling of all interstices.Such filling shall be carried on simultaneouslywith the placingin positionof the largestones and shall in no casesbe permittedto fall behind. Final wedgingshall be done with the largestsized chip particles,each chip being well driven home with a hammer so that no chip is possible of being picked up or removed by hand. Dry BrickPitching Preparationof surface shall be as specifiedin abovesection. Pitching Pitchingshall be half brick in depth or in multiplesof half bricks, as specified.Profiles shall first be put up by meansof pegs and strings or by placingbricks at intervalsnot more than 15 meter, bricks shall then be laid in parallel rows breakingbond or herringbonebond pattern as directed. In the case of drains bricks shall be laid on bed width in parallel rows breakingbond and on sides in either of the above manner.At the top, and at every 3m intervals,brick coursesof half brick width shall be lad with brickson ends.All bricks shall be laid closely in positionand firmly embedded,true to line, gradientand in uniformslope throughout. Kerb and Channel Stones Kerb and channelstones to be as per road specifications.
1.13.14FENCING Chain Link Fencing Materials The chain link mesh shall be of 1.5 standardand of an approvedbrand. The angle sizes shall be as per drawings.The iron angles have to be free from rust, cracks and blow holes. Spacing of Posts and Struts The spacingof post shall be as per drawingsor as directedby the supervisionengineer. Fixing of posts and struts will be as shown in the drawings.The angle iron must be split a" the bottom for fixing in the concretebase.
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Fixing of the Fencing The chain link mesh shall be fixed with angle posts by means of 8mm diameter bolts. The holes for the bolts shall be made 300mm centre to centre on the iron sections. The bottom of the fencing must be at a height of 14cm from the ground level. The fencing top shall be horizontal to the ground.
Silt Fencing Materials The wire mesh and geotextile miraf shall be of approved standard and brand. The iron sections to be used as struts shall be of IS standard and free from rust, cracks etc. Assembly The angles are to be assembled as per drawing and directions of supervision engineer. The mesh has to fixed with the frame after the geotextile miraf is fixed with the mesh. Fixing The fencing shall be fixed at site in such a manner that the geotextile miraf is placed next to the silt.
67 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
1.13.15HORTICULTURAL AND LANDSCAPINGWORKS General Scope Contractorto furnish all materials,labour and related items necessaryto complete the work indicated on drawingand specifiedherein. Materials Plant Materials Plant Materials shall be well formed and shaped true to type, and free from disease, insects and defects such as knots,sun-scaled, windburn, inJuries, abrasion or disfigurement. All plant materials shall be healthy,sound, vigorous, free from plant diseases,insect's pests. of their eggs, and shall have healthy,well-developed root systems. All plants shall be hardy under climatic conditionssimilar to those in the locally of the project. Plants supplied shall to confirm to the names listed on both the plan and the plant list. No plant material will be acceptedif branchesare damaged or broken.All material must be protectedfrom the sun and weatheruntil planted. Any nursery stock shall have been inspected and approved by the Environmental Specialist of the Engineer. All plants shall conform to the requirementsspecified in the plant list. Except that plants larger then specifiedmay be used if approved,but use of such plants shall not increase the contract price. If the use of the larger plant is approved,the spreadof roots or ball of earth shall be increasedin propcortion to the size of plant. Deliver plantswith legible identificationlabels. Top Soil (Good Earth) Top soil or good earth shall be a friable loam, typical of cultivatedtop soils of the locality containing at least2% of decayed organicmatter (humus).It shall be taken from a well-drainedarable site. It shall be free of subsoil, stones.earth skids, sticks, rootsor any other objectionableextraneous matter or debris. It shall contain no toxic material. No topsoil shall be delivered in a muddy condition. It shall have pH value rangingbetween 6 to 8.5. Fertiliser Measurementof sludge shall be in stacks, with 8% reduction for payment. It shall be free from extraneousmatter, harmful bacteriainsects or chemicals.(Subjected to safety norms). RootSystem The root system shall be conduciveto successfuitransplantation. While necessary,the root-ballshall be preservedby supportwith Hessianor other suitable material.On soils whereretention of a good ball is not possible,the roots shouldbe suitablyprotected in such a way that the roots are not damaged. Condition Trees and shrubsshall be substantiallyfree from pests and diseases,and shall and shall be materially undamaged.Torn or lacerated roots shall be pruned before dispatch. No roots shall be subjected to adverseconditions such as prolongedexposure to drying winds or subjectionto water logging between lifting and delivery. Supplyand Substitution Upon submissionof evidencethat certainmaterials including plant materialsare not available at time of contract, the contractor shall be permitted to substitute with an equitable adjustment of price. All
68 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
substitutionsshall be of the nearestequivalent.species and varietyto the originalspecified and shall be subjectedto the approvalof the LandscapeArchitect. Packaging Packagingshall be adequatefor the protectionof the plantsand suchasto avoid heatingor dryingout. Marking Each specimenof tree and shrub,or each bundle,shall be legiblylabelled with the followingparticulars: Its name. The name of the supplier, unless otherwiseagreed. The date of dispatchfrom the nursery. Tree Planting Plants and Shrubs Trees should be suppliedwith adequateprotection as approved.After delivery, if planting is not to be carried out immediately,balled plants should be ,,iacedback to back and the ball coveredwith sand to prevent drying out. Bare rooted plants can be heeled in by placing the roots in preparedtrench and covering them with earth, which should be watered into, avoid air pocketsround the roots.Trees and shrubs shall be planted as shown in architectural drawings and with approval of site supervision engineer. Digging of Pits Tree pits shall be dug a minimum of three weeks prior to backfilling.The pits shall be 120cms in diameter and 120cmsdeep. While digging the pits, the topsoil up to a depth of 30cms may be kept aside, if foundgood (dependingupon site conditions),and mixed with the rest of the soil. If the side of the below, it shall be replacedwith the soil mixture as specifiedfurther herein. If the soil is normal it shall be mixed with manure; river sand shall be addedto the soil if it is heavy. The bottom of the pit shall be forked to breakup the subsoil. Back Filling The soil back filled wateredthrough end gently presseddown, a day previousto planting,to make sure that it may not further settle down after planting. The soil shall be presseddown firmly by treading it down, leaving a shallowdepression all round for watering. Planiting No tree pits shall be dug until final tree position has beenpegged out for approval. Care shall be taken that the plant sapling when planted is not be buried deeperthan in the nursery,or in the pot. Plantingshould not be carried out in waterloggedsoil. Plant trees at the original soil depth; soil marks on the stem is an indication of this and should be maintained on the finished level, allowing for setting of the soil after planting. All plastic and other imperishablecontainers should be removed beforeplanting. Any brokenor damageroots should be cut backto soundgrowth. The bottom of the planting pit should be covered with 50mm to 75mm of soil. Bare roots should be spread evenly in the planting pit; and small mound in the centre of the pits on which the roots are placed will aid on even spread. Soil should be placedaround the roots,gently shakingthe tree to allow the soil particles to shift into the root system to ensure close contact with all roots and prevent air pockets. Back fill soil should be firmed as filling proceeds, layer by layer, care being taken to avoid damagingthe roots,as follows:
69 - .z Es EnvironmentalManagement Plan - PackageIV A Grand Trink Road Improvement Project
The balanceearth shall be filled in a mixture of 1:3 (1 part sludgeto 3 part earth by volume) rn and 50gmspotash, (Mop)50gms of Super Phosphateand 1Kg. Neemoil cake. Aldrin or equivalentshall be appliedevery 15 days in a mixtureof 5ml in 5 litres of water. Staking Newly planted trees must be held firmly although not rigidly by staking to prevent a pocket forming aroundthe stem and newlyformed fibrous roots being brokenby mechanicalpulling as the tree rocks. Methods: The main methodsof staking shall be: (A) A single vertical stake,900mm longerthan the clear stem of the tree, driven600mm to 900mm into the soil. (B) Two stakes as above driven firmly on eitherside of the tree with a cross bar to which the stem is,attached.Suitable for bare- rootedor Ball material. (C) A single stake driven in at an angle at 45 degreesand leaningtowards the prevailingwind, the stem just below the lowestbranch being attachedto the stake. Suitabiefor small bare- rooted or Ball material (D) For plant material 3m to 4.5m high with a singlestem a three-wire adjustableguy system may be used in exposedsituations. The end of stake should be pointed and the lower 1m to 1.2m should be coatedwith a non-injurious wood prescrva'ive allowingat least 150mmabove groundlevel. Tying Each tree should be firmly securedto the stake so as to preventexcessive movement.Abrasion must be avoided by using a buffer, rubber or Hessian, between the tree and stake. The tree should be secured at a point just below its lowest branch, and also just above ground level; normally two ties shouldbe used for tree. These should be adjustedor replacedto allowfor growth. Watering The LandscapeContractor should allow for the adequatewatering in of all newly planted trees and shrubs immediately after planting and he shall during the following growingseason, keep the plant materialwell watered. Fertilising Fertilisingshall be carried out by application in rotation of the following fertilisers, every 15 days from the beginningof the monsoontill the end of winter: * 1. Sludgeor organicwell-rotted dry farm yard manure:0.05 cum or tussle. * 2. Urea 25gm. * 3. Ammoniumsulphate 25gm. * 4. Potassiumsulphate 25gm. All shrubs,which are suppliedpot grown,shall be well soakedprior to planting. Wateringin and subsequentfrequent watering of summerplanted container- grown plants is essential. Shrub Planting In Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750mm, refilling the excavatedearth after breakingclods and mixing with sludgein ratio 8:1 (8 parts of stacked volume of earth after reductionby 20%: 1 part of stackedvolume of sludge after reductionby 8%.) Tall shrubs may need staking, which shall be provided if approved by the Contracting consulting engineer,depending upon the conditionsof individual plant specimen.
70 ,,4- EnironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
For plantingshrubs and groundcover shrubsin planters,good earth shall be mixed with sludge in the proportionas above and filled in planters. Positionsof planters shall be planted should be markedout in accordancewith the architectural Drg. When shrubsare set out, precautionsshould be takento preventroots drying. Planting holes 40cmdia. And 40cm deep should be excavatedfor longershrubs. Polytheneand other non-perishablecontainers should be removed and any badly damaged roots carefullypruned. The shrubs should then be set in holes so that the soil level, after settlement,will be originalsoil mark on the stem of the shrub. The holes should be back filled to half of its depth and firmed by treading.The remainderof the soil can then be returnedand again firmed by treading. Grassing Preparation During period prior to planting, the ground shall be maintained free from weeds. Grading and preparationof the area shall be completed at least three weeks prior to the actual sowing. Regular wateringshall be continueduntil sowingby dividing the areainto portionsof approximately5m squares by constructingsmall bundsto retainwater. These 'bunds'shall be levelledjust prior to sowingof grass plants; it shall be ensuredthat the soil has completelysettled. Soil The soil itself shall be ensuredto the satisfactionof LandscapeArchitect to be a good fibrousloam, rich in humus. Sowing the grass roots Grass roots (cynodon dectylon or a local genus approved by the Landscape Architect) shall be obtainedfrom a grass patch, seen and approvedbefore hand. The grass roots stock received at site shall be manuallycleared of all weeds and water sprayed over the sameafter keepingthe stock in place protectedfrom sun and dry winds. Grass stock received at site may be stored for a maximumof three days. In case grassingfor some areas is scheduledfor a later date fresh stock of grassroots shall be ordered and obtained. Execution Small roots shall be dibbled about 5cms apart into the preparedgrounds. Grass will only be accepted as reachingpractical completionwhen germninationhas proved satisfactoryand all weeds have been removed. Maintenance As soon as the grass is approximatelya 3cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8cms, above to ground weeds must be removed and regular cutting with the scythe and rolling must be begun.A top-dressingof an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied when the grass is sufficientlysecure in the ground to bear the mowingmachine, the blades must be raised an inch above the normal level for the first two or three cuttings.That is to say, the grass should be cut so that it is from 4 to 5cms in length, insteadof the 3cm necessaryfor maturegrass. In the absenceof rain, in the monsoon,the lawn shall be wateredevery ten days heavily, soakingthe soil through to a depth of at least 20cms. Damage failure or dying back of grass due to neglectof wateringespecially for seeding out of normal seasonshall be the responsibilityof the contractor.Any shrinkagebelow the specifiedlevels during the contract or defect liability period shall be rectified at the contractor'sexpense. The Contractor is to exercisecare in the use of rotary cultivator and mowingmachines to reduceto a minimum the hazards of flying stones and brickbats.All rotary mowingmachines are to be fitted with safety guards.
71 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
Rolling A light rollershall be used periodically,taking carethat the areais not too wet and sodden.
Edgin,g Theseshall be kept neat and must be cut regularlywith the edgingshears. Fertilisinq The area shall be fed once in a month with liquid manure preparedby dissolving45gms of ammonium sulphatein 5 litres of water. Watering Water shall be applied at least once in three days during dry weather.Watering whenever done should be thoroughand shouldwet the soil at least up to a depth of 20cms. Weeding Prior to regularmowing the contractorshall carefullyremove rank and unsightlyweeds. Maintenance Cultivating The LandscapeContractor shall maintain all planted areas within Landscapecontract boundariesfor one year until the area is handedover in wholeor in phases.Maintenance shall include replacementof dead plants,watering, weeding, cultivating,control of insects, fungusand other diseases.bymeans of sprayingwith an approved insecticideor fungicide, pruning,and otherhorticulture operations necessary for propergrowth of the plants and for keepingthe landscapesub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the landscape sub-contractall trees should be pruned and all injuries repairedwhere necessary.The amountof pruningshall be limited to the necessaryto remove dead or injured twigs and branches and to compensatefor the loss of roots and the result of the transplantingoperations. Pruning shall be done in sucha manner as not to changethe natural habit or specialshape of trees. Tree Guards Where the tree guards are necessary,care should be taken to ensurethat they do not impede natural movement or restrictgrowth. Two types of tree guardsare proposedon the GrandTrunk Road, circular iron tree guards and barbedwire fencing,the specificationsfor which one given below: Circular Iron Tree Guard with Bars. The tree guard shall be 50 cm. in diameter. The tree guards shall be formed of (i) 3 Nos. 25x25x3mmangle iron verticals 2.00m long excluding splayed outwardat lower end up to an extentof 10 cms. (ii) 3 Nos. 25x25mm MS flat,rings fixed as per design (iii) 15 Nos. 1.55 metres long 6mm dia bars. Each ring shall be in two parts in the ratio of 1:2 and their ends shall be turned in radially for a length of 4 cm at which they are bolted together with 8mm dia and 30mm long MS bolts and nuts. The vertical angle irons shall be welded to rings along the circumferencewith electric plant 15 Nos. bars shall be welded to rings at equal spacing along the circumferenceof ring. The lower end of the angle iron verticals shall be splayed outwards up to an extent of 10cm. The lower end of the flat of lower ring shall be at a height of 45cm. and upperend of the flat of top ring shall be at the heightof 2.00 metres. The middle ring shall be in the centre of top and lower ring. The bars shall be welded to rings as shown in the drawing. The entire tree guard shall be given two coats of paint of approved brand and of requiredshade over a priming coat of ready mixed primer of approvedbrand. The design 6f the tree guard shall be as shown in the drawing.
72 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
Barbed Wire Fencing with Angle Iron Posts Materials: Barbedwire shall be as per IS-278.The angleshall be 40x40x6,free from rest, cracks and blowholes. Spacing of Post & Streets: The spacing of post shall be 3.00m centre to centre, unless otherwise specifiedor as directed by engineersto dimensions,which shall be nearestto the 3m. Last but one end post's and corner post shall be struttedon both side and end post on one side only. Fixing of post & struts shall be as shown in drawingthe angle iron must be split at bottom end. Fixing Barbed Wire: The barbedwire shall be stretchedand fixed in specified numberof rowsand two diagonals.The bottom row should be 14 cm above groundlevel and rest @12.5 cm centre to centre. The diagonal weir shall be stretched between adjacent posts from the top wire of one post to the bottom weir of 21dpost. The barbedwire shall be held by tearing the holes of 1Omm dia in the post and tied with GI wire turnbucklesand straining boltsshall be used at the end post. Nursery Stack Planting should be carried out as soon as possible after reachingthe site. Where plantingmust be a necessitvand/or be delayed, care should be taken to protect the plants from pilfering or damagefrom people animals.Plants with bare-rootsshould be heeled-in as soon as received or otherwiseprotected from dryingout, and others set closelytogether and protectedfrom the wind. If plantingis to be delayed for more than a week, packagedplants should be unpacked,the bundlesopened up and each group of plants heeledin separatelyand clearly labelled. If for any reasonthe surface of the roots becomesdry the rootsshould be thoroughlysoaked before planting. Protective Fencing Accordingto local environment,shrubs shall be protectedadequately from vandalismuntil established. Completion On completion,the ground shall be formedover and left tidy.
73 EnvironmentalManagement Plan- PackageIV A GrandTrunk Road Improvement Project
SPECIALCONDITIONS AND PARTICULARSPECIFICATONS.
1. Landscape Architect mentioned herein shall mean and/or any person nominated by him. 2. Whereverapplicable, work shall be done accordingto C.P.W.D.specifications, in vogue, at the time of invitation of tender. 3. Water shall be made available, near the tube well at one point. Contractorsshall make their own arrangement for drawing water from there. Water charges at of value of work done shall be deductedfrom the contractorsBills. 4. If electricity is requiredfor the works, the same shall be made available at one point within the site of works, for which recovery @ Rs. per Kwh. Shall be made from the contractorsbill. 5. The work includedin the scheduleof Quantitiesinclude grassing as well as plantingof trees and shrubs.'Contractors' quoted rates shall includeexecution of these works at differentlevels and nothingextra shall be paid for any item, for workingat theselevels. 6. The Contractor (s) shall not be entitled to any compensationfor any losses suffered by him and/orrevision in the rates originallyquoted by him. a. On accountunforeseen delay in commencingthe work, whateverthe cause of suchdelays be. b, On accountof reductionin the scope of work. c. On accountof suspensionof work, or abandonafter awardof work.- 7. The Contractorshall provide all facilities to LandscapeArchitect / Project Engineerand I or his authorized representativesto make frequent inspectionof their Nursery and ascertain the process/ quality of various categoriesof trees/plantsetc., grown by them. 8. Contractors'quote rate shall include the cost of transportationof tools and plants to and from the site, sales tax, excise duty, octroi, etc. It shall be clearly understoodthat no claim for any extra payment on accountof sales tax, excised duty, octroi etc., shall be entertainedalter the openingof the tender. 9. The safe custody and up-keep of various categoriesof plants brought to site is the sole responsibilityof the contractorand he shall employ sufficientsupervisory personnel to ensure the safety of these iterns. 10. The site of work may be handedover to the contractorsfor shall work in phases,as soon as the same are available and the contractorin turn shall work in these areasforthwith. Nothing extra shall be payablefor such phasedexecution of work. 11 While excavating / executingthe work the contractorsshall ensure that .he existing cables / pipe lines I structures / fittings are not damaged and if due to his negligence, these are damaged,the same shall be set right with no extra costto the clients. 12. The Contractor shall co-ordinatehis work with other agenciesemployed by the Clients and ensure that the work of other agenciesare not hamperedin any way during the duration of contract. 13. The Contractor shall keep the site of works neat and clean during the execution of the work. Any debris found at or near the site of work shall be moved immediately as and when so required by the landscapeArchitect I ProjectEngineer. 14. On completion of the work, the site of work shall be thoroughlycleaned and all debrisremoved before the work is handedover satisfactorily.
I ea &%swialft 74 5 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project
15. The Contractorsshall, without any additionalcharge to the clients, renewor replaceany dead or defectiveplants/grass and shall fully maintainthe whole landscapefor a period of 12 months afterthe certifieddate of completion. 16. "General condition of contract and standard contract Forms of shall also form part of the contract. 17. Trees shall be of minimumlength as specifiedin the scheduleof quantitiesand shall be straight and symmetricalwith a crownand having a persistentmain stem. The size of crown shall be in good over all proportionto the height of the tree. 18. Smnalltrees and shrubsshell be well formed with the crown typica' of the species or variety. 19. GENERALREQUIREMENTS OF PLANTS: Plantsshall be typical of theirspecies and variety, well-developed branches, and well foliated with fibrous rootsystem. Plants shall be free from defects and injuries. Plants shall not bepruned before planting. Plantssh3ll be free from defects and injuries. Plantsshall not befreshly dug and nursery grown. Nurserygrown plants shall have been at leastonce transplanted. Barkshall be freefrom abrasion. All trees, soon after planting, shall be properlysupported with bamboostocks to ensure their safety againstwinds or any other factor, which may affect it adversely. * 20. PROTECTIONOF "TREETO BE PRESERVED' * The contractorshall be responsiblefor the protectionof tops, trunks and roots of existing trees on site. Existingtrees subject to the constructiondamage shall be boxed,fenced or otherwise protectedbefore anywork is started. * 21. GENERALREQUIREMENTS OF EARTHMANURE AND FERTILISERS * EARTH: Good earth shall be agricultural soil of loamy texture, free from kankar, morrum, shingles, rocks, stones,building rubbish and any other foreign matter. The earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It shall have pH ranging between6.5 to 7.5. * MANURE: Manure shall be of well decayed organic matter obtained in dry state from the Municipaldump or other similar sourceapproved by the ProjectEngineer. The manure shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at site well screened. * FERTILIERS: If the soil tests indicate pH value not as per the above specificationnamely between6.5 to 7.5, followingmeasures need to be taken. * If pH exceeds 7.5, aluminiumsulphate or equivalentfertilizer should be added at the rate of 1 kg per cubic metre to lower the pH by one full point. * If pH is below 6.5, add ground limestoneor equivalentfertilizer at the rate of 1 kg per cubic metre to raise pH by one full point.
I .eA 75 (rlm
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Lea Associates South Asia Pvt. Ltd. LeaAsoiates NewDelhi . C7 `Zo7,4 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
Appendix1 Methodologyand Techniquesfor Treetransplantation
BACKGROUND "Transplantingconsists in lifting plants bodily from their positions,removing them from more desirable or agreeableplaces & replantingthem in new & bettersoil." Season for planting & transplantingshrubs or Trees The best seasonfor plantingor transplantingshrubs & trees vanes in different partsof our country. Hot weatheris generallyavoided, as the risk of plantsno! establishingis great. In places where rainfall is moderate, the beginning of rainy season is the best suited time for transplanting. Plants which are natives of cold countries& which grow vigorouslyin the cold seasonsuch as Rose, do betterwhen planted out during closeof Rainyseason. In severelycold places like in northemparts of India,the operationsare best carried on during the end of the dormantseason about the end of February. All Robust plants may be planted or transplantedduring any part of the year, with proper attention being given to several detailsof the operations.
THE TRANSPLANTINGSUCCESS Transplanting involves to some extent at least a disturbance of plant's root system. There is a loosening of its attachmentto the soil & progressiveactivities are arrested for the time being. Thus transplantingis a raiiier violent operation,considering the standpointof the plant. And is requiredto he donewith great care to be successful.Care is thereforeto be taken that the plants recoverfrom the set- beck as rapidly as possible. Certain conditionsare necessaryfor rapid recovery of plants to active growth. Some of these are dependentupon the nature& structureof the plants themselves& some on the prevailing weather& climatic conditions. Soft-woodedplants transplantbetter than hardwoodplants. Plants in dormant state transplantbetter than thosein active growth. Young plants establishedsooner than old ones. (Refer article TransplantingShocks: Large tree vs. Small Trees) All plants transplant better with a mass of originalsoil intact aroundits roots,which shouldbe disturbed as little as possible. As the roots,till they establishthemselves in fresh soil, will be unfit to absorbthe full supply of moisture needed by the plant, exhalation from the leaves & shoots of the plant is to be kept as low as possible. Cool & cloudy weather are chosenfor transplantingoperations. Evening are better suited than moming or aftemoon,as plant refreshthemselves during the cool hours of the night.
To overcomethe dangersof transplantingthe soil is well prepared& kept moist, not allowing it to run dry: part of the top of the plant is removed usuallyto minimiseloss of water by transpiration. Some time shadeis providedtill the plants are established. Overhead watering by means of spray during the hot hours or occasionally when the leaves wilt, refreshesthe plant to a great extent.
t I ~ai' a EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
The stems& branches of transplantedtrees are wrappedwith straw which is kept moist by spraying water on it to remove loss of the water by the plant as much as possible. If the soil is bad below, it is replacedwith a mixture of three partsof manure,two parts of black fertile earth or Loam, and one part of sand for bettergrowth of trees. If the soil is fairly good, only manure is mixed with it, in casesoil is heavysand and manure is added to it. Transplantingof fully-growntrees can only be successfullydone with the help of machinery,such as the tree lifter, and henceit is rarely attemptedin privategardens. Successrate of trees having truck diameter less than 1' would be 90% Successrate of trees having trunk diameter above 1' to 2' would be 60% Successrate of treesabove 2' trunk diametercan only guaranteed for specific species, in specific transplantingseason providedthat the surrounding conditionslike soil & weatherof the relocatedtree are alsotaken into consideration. Transportingor shifting of trees on trailer away from the existing location reduces the chances of successas the treestake more time to set in newconditions, transport may damageroot system & trees are requiredto be cut down in size to make shifting possiblethrough the road. A tree regainsits original shapewith in 4 to 10 yearsdepending on the trunk diameter.Thumb rule is 6" tree regainsit originalshape in 6 x 12 months.
Maintenanceor Wateringof trees is done till one or two monsoons-We advice maintenancetill the 1st monsoonafter transplanting in areawhere monsoonis goodor moderate.
METHODOLOGY Transplantingof young trees and shrubsis done in the following manner: The plants have to be lifted with as many roots as possible and replaced in fresh soil with the least possibledelay. For this purpose a trench 45 to 60 cms in width which is wide enough for working conveniently is opened out in a circle at a suitabledistance awayfrom stem, This operationis 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 shape of an inverted cone. Care is taken not to injure the rootsthat cross the trench; these are clean sawed or cut with secateaurs,if small enough at the outer edge of the trench, The tap root is also severed. With long crowbarsthe ball of earth holding the roots is gently lifted and loosenedfrom its attachmentwith the rest of the soil. When the trench is sufficiently deep,the diameter of the ball of earth may be reducedto a convenient size with a fork, leaving the protrudingroots uninjured. The rootball are continuouslykept moist to keep tree active in new rootgrowth & sprouting. If one is definite of success, the transplantingmay be made safer thus: The ball of earth may be got ready in two stages,The roots may be severed on one-halfof the circle in the trench & this portion is close down with light soil is known as 'root treatment".After another week or fortnight, the roots sufficiently recoveredfrom the shock of cuts & can be safely lifted & transplanted. All the roots with jagged cuts or bruises on them are clean cut backto healthyparts as bruisesand bad cuts may bring on decay, which may spreadto the plant, killing it. 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 evaporationfrom the leaves. Therefore leaf surface of the Tree is
Z70 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
reducedto limit transpiration,it is called "defoliage of tree"; the tree is cut back, if necessary,to concentratethe sap at the roots for formation of new rootsto establishthe tree. "Heading in" or cutting the top is most desirable in many species. If the tree has several strong branchesstarting from this leader, each -a smaller branches,.maYbe cut back to half a dozen or more buds, -accordingto the tree; if there are only few branches,they may be reducedby one- thirds of their length maintaining its natural shape. The heading in done because first to keep balance betweenroot system & the canopy (Systemunderground & above groundshould be same to reducestress on eitherof it.) The cut surfacesare all covered with a paste"Waxing" mixtureof water soaking& insecticideliquid to prevent evaporation& to preventfungus & insect attacks. The tree is then bodilylifted taking care not to breakthe ball of and not to bruisethe bark of the stem in the operation.This is called "Transplanting of Trees" If the ball of earth may happen to be too large to preventthe earth from slipping away, it is tied with sacking or straw. Replantingis doneto the same original depth if not 3 to 5 cms deeper. It is not safe to place any fresh manure in contact with the roots. If by chance the earth breaks away from the roots, these are immediatelysmeared well with a thin paste of 2/3 clay and 1/3 fresh cow dung and waterand soakingspray of a fungicideis desirable. The entire plant is then loweredinto the hole preparedfor it, which is wide enoughto take in all roots when spread out. Sand or fine soil is worked in betweenthe roots and the hole filled with good soil, which is pressed down layer by layer. After the tree is planted, if necessary,it is to be suppofted by being tied to a stout long stake, firmly fixed to the ground closeto the trunk & protectedfrom cattle by a tree guard. The stem may be advantageouslywrapped round with moist straw to limit loss of moisture from the tree, The tree is then copiously watered soon after planting,so that the entire ball of earth & the new soil under it, are well moistened. After such liberal watering, ii may not be necessaryto water againfor anotherthree days or so. But the tree may be refreshedby spraying on it clear water. It might be providedwith shade if the sun is severe. 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 in which the tree is planted. Throughoutsummer, the transplantedtree should get its regularwater supply, the soil being soaked through at each watering& not merely sprinkledon the surface. As the surface layer of earth is drying up each time after watering,it may be stirred to depth of 2 to 10 cms, forming mulch. This retardsloss of moisturefrom the soil by evaporation& the tree is enabled to get the full benefit of the water supplied. It is advisableto carry out all above operationsin consultationwith & under supervisionof experienced horticulturistsas soil strata, weather conditions,the plant characteristic& root systems may differ from place to place,Thus requiringmodification in the transplantingoperations.
Loazw tea oJsaaEs EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project
TRANSPLANTING PROCEDURE CHECKLIST 1. Avoid mechanicaldamage and dehydrationduring transport. 2. Avoid plantingwhen weatheris hot, dry, and windy, especiallywith plant material in full leaf. 3. Make sure planting pit is at least twice as wide as root ball. 4. Removeall wire, rope, twine, etc. from root ball. 5. Prunethe tree or shrub. 6. Use a light, well-drainedbackfill materialwith plenty of organicmatter. 7. Makesure the tree or shrub is plantedhigh, 2 to 4 cms belowsurrounding grade. 8. Water the plant, using a hose as a probeto eliminateair pockets. 9. Mulchthe plantingarea 3 to 5 inchesdeep. 10, Wrap tree trunkswith tree wrap. Removethe followingspring. 11. Stake and guy trees. Removethe guys after one year. 12. Water the plant carefullythroughout its first growingseason.
I ? EnvironnentalManagement Pla/n - PackageIV A GrandTrun Appendix 2 Trees for Transplantation f Y tlt2=a Concised Chainagewise List of Suitable Trees to bs transplanted. Package I Suitable for I Chain age Suitable for Landmark I Remark Transplanttion Transplantation North Kms South IV A i 56 3117- 318! - 0 .______23 318' 319' 0 WaterLogging _ 319_ _ 19 0 Water ;____ _ o; 191 2) 0 . 1 221 31 0 0 3' 41 0 1 . _ _0 _4 2 541 0 I ,____ 170 61 7j 0 0 71 81 0 0 : 8i 91 0 i o 91 1Dj 0 j VRM -By Pass O 102 301 0 i 0 301 321 0 i 0 311 Q30 0 1314 141 0 C 0 1 144 15j 0 t ! 0 i ~~~~15i161 0 , o 16! 17i 0 i i 0 .17', 181 0 1 ~~~~~ ~- i 8 191 0 0 i ___ .1W20 0L ; ~~~~1 -' 221i 42N1 5.655j 30 8 1 6!Gulmahor i 22; 317.-3186 I N !81681 32, 10; 5Sihisam 23i317.-318 ! N!7.541 30' 101 6 Gulmohor 24! 317,-318 i N!7.54,i 32' 10; 6:Shisanm 25ij317.-31 8 ',N 5.6551 28 8 5!Shisam 26 t317.-31 8 i N! 5.6551 28: 8 7:Shisam : 27; 317.-31 8 i Ni 7.854! 32 10i 8Shisam 28;!317.-318 .N1S8.168i 32 10 4;Shisam i 29'.317.-318 i Nj 6.283i 32 10 56.Shisarn 30j317.-318 ,'N 16-283 i 32: 9, 9' Shisam ! 31;317.-313 N 1 3.77 i 28 8 1 9! Shisam I -32'317.-31 8 ',N1 14398; 28 8 9.5;Shisam 33, 317.-31 8 N 19.4251 40: 15i> 6: Pipal 341317,-318 I N1 5.0271 30 10: 6.Shisam: 35; 317.-31 8 jN 16.912i 32 10i 7.Shisam : 36.,317.-318 1N I 7.54 i30 10; 7. Neem -37"317.-318, IN 6.912j 34 12! 9: Shisam 38,:317.-31 8 N 16.5971 33 12. 12! Shisam 391317,-318 N i6.597, 32 10 9,Shisam 40i317.-318 IN1 ,6597! 32 10; 7!Shisam 41.~317.-318, N i 6.597, 30 10, 6.;Shisam:| 42,317.-318 N 6.283 , 28 9: 7: Gulmohor 43 317.-318 N;5.655. 30 8 7-Gulmohor 44 317.-3-18 N ;7226' 34 10 7:Shisam L45 317,-318 -N '6.912: 32 8 ~ 6 Shisam Detailed Stattement of Suitable Trees for Transpl2anting Chainagewise PACKAGE IV A (317-65) Sr ~Chain-; Tree RoadSide;Tree tForest No 'Age ,Side Girth ;Hight Age Distaince Species No ;Remark tCms NIS !ft t t Yrs -Mtrs,: 1 2 3:4 -5 6, 7 8 9 10 45; 317.-318 N:6.912, 32 10 6:Shisam 47 317.-31 8 !N 18.168i 34 12: 8, Shisam 48 317.-318 iN !5.027;! 28 8' 9,Cassiia 49; 317.-31 8 iN i 5.0271 28 8; 1A Cassiia 50,317,-318 N 15.341 I2B: 3 105Cassoia 511j317.-318 j NI 5.969i 30 9' 7iShisam ; 52;317.-318 N ! 6.283! 31 9' 9Shisam 53 317.-318 ,iN 9.739i 32: 12 6 ',Neem $4!317.-318 N i8.7961 30~ 10- 7 ; S h i s a m-r 5537-318 N u8.1681 30 10: 8Sia S6'317.-318 iN i 9.1111 35 12; 11:Shisam,.__ 571318-319 iN I 8.796!, 32 10i 71Shisam i 58!318-319 N ; 8.482,1 32- 9~ TShisarni 59:31 6319 ! N,9.4251 34.11 7.Shisarnm 60:318-319 i N 49425tC 30. 10. 7 iShisam 61't318319 ! N1 8.796i 32-9 71Shisaim 62!318-319 I N! 8.796; 3.4- 9: 7!Shisam ! 63i318-319 N t 9.111 ! 32! V-7Shisam : ' 64':318-319 ,N! '6.283, 30 9-12: 515 iShisarn i 15# Not Marked -ROAD FOR VA 65:1.0020.00 s VRMBY PASS 66'21-22 N ;4.7121 50!. 10j 6iNeern $ 67i21-22 S 16.283i 40, 10- 5jPipal , ; 6821-22 ',S! 4.712i 40.; 8i 61Shisam I 69!21-22 i Si 3.1421 25 6i 5.Shisarn ' 70:21-22 S '4712' 30: 8 51Shisam , 71, 21-22 S 4.7121 35- 8 , 8!Shisam i 72:21-22 S i 4,712I 35. 10. 15iGulmohor._.. 73:21-22 . 4.712i 30-9-12! 515 lShisam I 35# TREES Not Marked 74;22-23 ',Ni4.712', 25- -8: 5Zhisam : i 75;22-23 N 13.1421 30 3,Sheda(?,3t 76 2.2-23 jN j 3.771 30~ 8! 5.Shisam ' 77',22-23 iN;6.2831 50 15! 101Shisam : 78. 22-23 N 4712! 40a 10! SNeem iMandir - Tree NotkMarked 79;2-2-23 ,N ;3.142i 20 10 10 'F'aranj: 80t22-23, N 7e.854i 30 10; 15,Albizia 81 22-23 'NI' 4.712'. 30. 10, 10,Karanj ! 82!22-23 N: ,4.121 30 10 I10,Karanj 83:22-23 N i 4,712! 30- 10: 10Karanj' -84.2-2-23 N; 4.712, 35 t0' 6;Shisam: 85 22-23 'N ' .283i 40 121 6 Shisarn 86:22-23 N,4.712; 40 10 5.6'Albizia 87 2223 N 4.71Z 40 10 5 Albizia 88. 22-23 N 6.283: 33 10 4 Albizia Tel Oh 89 22-23 -N 6.283; 32510' 4 Shis-am Tel Oh L90 22-23 N 4.712. 3-i 10 5 Shisam 'Tel Oh Laxmi Public School Detailed Statement of Suitable Trees for Transplanting Chainagewise PACKAGE IV A (317-65) Sr Chain - Tree RoadSideTree .Forest, No Age Side Girth Hight Age !Distance Species No Remark Kms NIS ft ft Yrs Mtrs 1 2 3 4 5 6. 7 8 9 10 91 22-23 N 4.084 35 10 4,Shisam 92822-23 N 3.77i 30 10 6Shisama : 93922-23 N 4.7127 45 101 15iShisam 94122-23 N 4.712i 45 12: 15iShisam 950122-23 N 3.77j 40 101 20lSKaran . 97122-23 I N 3.77; 35 101 20 Karanj 98'22-23 N 43.07 35: 10' 20i Karanj 91022-23902122-23 INI N 4.712:3.77! 403510! 10j 8 20'iShKaran15iShisamra 100!22-23 N,4.7121 30' 10! 22',Karan; 10122-23 N i3.772 30 108 8KShisam ; 1021122-23 N i3.771 302 812 1501Shisam o 1203'22-23 i N '3.77 25: 608 202Karanj 104122-23 N I 3.771 25i 75 15iKaranj ; 105'22-23 N 53.776 25 12 20SiKaranj 106;22-23 I N 83.772 305 10i 201Karan; 1071922-23 j N 54.084 35 10! 8201Karanj i 108242-23 1 N !4.712j 25 8i 21 ShKaran 109122-23 I N1!4.712i 30. 10! 22!Karani I 110i22-23 N 4.7121 28 811 221SKaranj 122-23 i N '5.3411 289-12i 5-15 IShisam 340XTREESNot Marked 12123-24 N .7121 305 81 22Karanj 113123-24 N 7.8540 40 150 51Neem 114'27-246 N 57.054 40 101 5iCasias:e5w 121525-24 ! N I 7.7541 403 15 5Pipal 1163252462 N 5.655i 45 10 l01Shisam 1117123-24 I Ni6.9121 421 151 101Mlbizia -3fr I OC Petrol Pump 1218,2324 I NI 6.2831 35;! 101 10'Albkizi : 1119,24-25 IjNi 5.655i' 32~ 8i 8!Shisam ' 120 24-25 N '4.7121 32,~ 81 6iShisam 121 24-25 ,N',4.7121 32i 12! a81Shisarn 122'25-26 I N4.7121 28'912, 5-15 iShisam 32#TREES Trees Not Marked 112312526 , Ni 3.77i 35;10! 81Karanj : 124'25-26 N '3.771 30~ 10i 8,'Karanj 1125 25-26 jN !4.401 30~ 1, 8iKaranj 126 25-26 I N 5027i 30 10i 8I Karanj 1127'25£26 N,5,0271 30 101 1iQ!Newspicies 128 25-26 N i3.771 30 8 101Pipal 129 25-25 N !3.77; 35. 8:; 20IShisarn 1 0226 N:5.0271 34:8: 201Shisam I 1:2 26 N !5.027, 34: 8'. 18i,Shisam 13262 : N s3.77: 40 10!. 15.,Shisarn 13S7 N '3.77, 40 10- 15:Shisam 134 26-27 N '6.2831 40 10, 15!Shisam L13526-,27 N 5.655, 40 1Q 15!Shisam Detailed Statement of Suitable Trees for Transplanting Chainagewise PACKAGE IV A (317-6G} Sr Chain - Tree RoadSide Tree Forest No Age Side Girth Hight Age: Distance 'Species No Remark Kms NIS ft ft, 'Yrs Mtrs 1 2 33 4 5 6 7 8 9 10 - 136 2r-27 N 4.7121 40 10 8Shisam 137!26-27 N 4.712. 38. 101 8Shisam 1 138:26-27 N 4.712': 38- 10 15Shisam 139126-27 N 4.7121 38 10; 12:Shisam 140126-27 N 4.712, 38. 101 15 Shisam 141126-27 N 4.7121 38 101 18iShisam 142126-27 N 4.712, 38 10i 8!Shisam, 143126-27 N 8.168 35 15 8 Shisam 14426-27 N 6.9121 35 14- 8;Shisam 145126-27 | N 11.31! 50 25' 15IPipal 146126-27 N 10.051 38: 14, 10!Shisam 147126-27 N 8.80; 40, 12 12,Shisam 148126-27 N 8.801 40 121 121Shisar 149132-33 5 S6.912' 35; 10i 10iShisam I -AfterJagdishsarai 150132-33 S 5.655; 32 8; _ l0IShisam _ Afte Chandauli 151132-33 I S 6.283i 35, 10i 121Shisam 15232-33 I S 9.4251 40 151 8!Pipal 153132-33 N 3.77l 30- 10i 15.Shisam 154132-33 N I 3.771 30'. 101 15'Shisam i 155j32-33 I N 3.77i 30 101 15iShisam 156132-33 j N 3.77i 30: 10 I71Shisamr 157132-33 I N 3.771 28! 81 151Shisam 1I0134-33 I N 6.9128 305 1121 7iNeerm 159132-33 Nj 6.912T 30: 126 5'Neem 160!732-33 N i 7.854I 352 14 6 Shisam 161132-33 ! N 5.0271 30 8 103Shisam 162532-33 ! N1 6.9127 35 146: 61Neem 1763i34-35 ! N/ 3.771 35 810 8'Shisam 164134-35 N 3.77i 35 108 8'Shisam 1758 4-35 N 35.027738 128. 8',Shisam 166, 34 35 IN 15.027;6 40' 14! _81Shisam I 16734-35 N j6.283 351 8! 106Shisam 116834 35 N 06,283;35i 10t 20;Shisam 1169j!3435 !N i 6.283i 35, 10; 15;Shisarn 1170134-35 jN 6.283i 35. 101 10;Shisam 1711i3435 iN+3,T7M 28i 6, 22:Shis-arn 172134-35 I Nj3.77;i 28:6; 25IShisamn 173 i34-35 i N ,3.77, 28-6 ; 25'Shisam 174'34-35 iN,5,341 ! 35: 9, 13;Shisam7 175 34135 i N '5.027. 35 6:. 10! Shisam 176k34-35 , N > 3.77: 30 8 16iShisarn 177;34-35- N ; 3.77i 30 8- 12!Shisam 178 34 35 'N 3,77 32 8- 14~Shisarm 179,34-35 N ~3.77, 30 8' 16 Shisam 180-34-35 N 5.027 35 10, 10 Shisam ~~~Detailed Statement of Suitable Trees for Transplanting Chainagewise PACKAGE IV A (317-65) Sr Chain - , Tree RoadSideoTree ,Forest No :.Age I.Side,'Girth :Hight Age ODistance Species iNo Remark Kms I NIS 1 ft ft Yrs! Mtrs 1871-32 I 3 374 '5 3 7 8 9 10 181,34-35 N 5.027i 35 1 12;Shisam 182,34-35 N 4.3981 322 8 14:Shisam 183,34-35 ! N i4.3981 32 8 14'Shisam 184134-35 NI 6.2831 35 i5iShisam I 185134-35 N 46.283. 35 12 12jNewPlant I 186i34-35 N5.969 35 10 BlShisam i 197134-35 i N 1 3.77! 302 8 15lShisamr 188i34-35 i N 3.77, 28 8 20iShisam 189634-35 iNi 3.774 29 8- 18iShisam 190134-35 I N 4.712! 25 8 81Shisam 191!34-35 jN 14.7121 308 89 8Shisam 19234-35 iN 14.7121 283 89 BjShisam I 193!34-35 1 N I 3.771 253 89 8'Shisam I 129434-35 | N1 3.77i 223 8! lOiShisam j L P 534356 N 3.77283232 8 lOShisam 196 34-35 ! N 4.084i 25 108 l0Shisam 197234-35 I N 4.0843 25- 8 8'IShisam ; 19234353 N 84.398: 28 91 SiShisam 199'35-36 I N14.7121N 302 98 I OIS,hisam 200'34-35 N1 5.0271 30 98 112jShisam i 202i35-36 j N 5.027!. 30 108 10.Shisam i iP%d Une ParalWTo RailwayUne 20335-36 | N! 5.6551 352 10 6iShisam ! 204235-36 N !6.283: 35 12 10iShisam 205:,35-36 I N1!6.283i 3a, 10 l0jShisam i : 206 I35-365 I Ni 6.283, 35~ 10i 10jShisam 1207f35-36 jN ! 8.1681 40' 12; 10s5hisarn | |208135-36 N ! 3.142! 25i 8l! 101Shisam I 209i35-365 I NI 8.1681 30! 151 101Shisam ! 210i35-36 !IN,l8.80! 35 141 10IShisam 21 V 3--36 jN i6.9121 32; 12! 10ilShisam 212';3536 | N1 4.40; 30~ 121 -101IShisam 1213:i35-36 jN 1 3.77j 28i~ 10; 10iShisam 214,35-36 i Nj 3.771 30! 1C! l0fShisam 215't3-536 IN5j .65sl, 30 -110i I0 iShisam 216.:35-36 lNIl 3.77i 30: 8j 9!Shisam 217 3-5-36 N ! 3.77,i 30: 8l 10i,Shisam 218;35-36 !N ! 3.771 30; 8, 101Shisam L219 35-36 N !5.027, 32' 10; 10IShisam 220.;35-36 I N!5.027' 32~ 10'' 8; Shisam 1221tl35-36 iN 5.0271 35! 10- -8.Shisam 222:35-36 N t5.027i 30a8 12!Shisam 223'35-35 N 5.027' 32 8' 12,Shisarn 224 35-3S N 5.027' 32 10 ~ 6 Shisam 225 317-38 N 6.283; 35 12 6 Shisam Detailed Statement of Suitable Trees for Transplanting Chainagewise PACKAGE IV A (317-65j No :Age :Side Girth sHight Age; Distance !SPecies :No ,Remark Kms NISt ft fti Yrs MtrS;: 1: 2 3 -4 :S 6 ! 7 j S. -1 226 :37-38 5.655 28N3 10: 10:Shisam 227137-38 N 55.0271 28 10 13iShisam 228337-38 N5.027N 30 10! 121Shisam 229337-38 N I.271 30 10: 12iShisam 230537-38 N 5.655i 35 120 10'JShisam 231.37-38 I N5 65521 35 101 l2BShisam 232137-38 I S 5.655i 32 10 l4Shisam 233387-39 N 565283528 '3101 1216Shisam 234937-389 N6.28371 28 10; llShisam 2351 37-38 jN !6,9121 35 12: 101Albizia 236! 38-39 N '6.283i 30. 10! 12jB1anyan 237138-39 IS !5.6551 302 101 14IShisam 24138-39 |Si5.6551 30 10i 16lShisam 239138-39 I S 5.0271 20 8i 121Shisam 240I33-39 I S 6.2831 320 101 14IShisam 241 i38-39 _ISj 5.0271 20- 12; 14IShisam 242138-39 S j 5.0271 25 8j 14IShisam 243138-39 IS 6.2831 30 101 142Shisam 1244138-39 i S 5.6551 2Z 8, 12jShisam 24513&-39 IS I6.283' 30 101; 12iShisam ; 246 38-39 i S 15.027i 30 81 12lShisam , 247138-39 1 S 5.6551 30. 8i 14iShisam I 248 3941 1 1 , Villaoe Sayyadraja 249i41-42 i N 1i i 20 Trees Not Marked WIL 250143-44 _ ____- i . :Check post 251148-49 N 3.771 28- 8 i 5 Shivan 252i48-49 i N 1 3.77t 25 8i 51Shivan 253148-49 1 N 10.05, 35 121 20Pipal 25414849 T N 6.2831 28 8_ 5jShivan 255i448-49 N 6.2831 30 8! 5!Shivan . 256148-49 N 16.2831 30 81 51Shivan 257148-49 1 N :47121 30 101 5!Shivan 258148-49 IN 6.283i 30 101 61Shivan 259:48-49 N 7.8541 32 81 6iShvan 260.50-51 N '7.854j 30 12; 7INern 261150-51 ! N 7.854i 30 12 7|Neem 262,50-51 I N 7.8541 30 12' 71Neem 263i50-51 I N 7.8541 32 121 7iNeem 264150-51 i N 7.854i 32 121 7,Neem 265:50-51 I N 7.54: 32 12: 6lneem 266:50-51 N 6.9121 30 10! Sineem 267i51-52 N 8.1681 32 12: 5:Shisam 268:51-52 N 5.655' 2.5 10o 5.Shivan 269 51-52 . N 9.425 40 15 6'Pipal .270 54-55 . N 9.425 42 15i 6;Banyan Detailed Sit2tement of Suiiable Trees for Transplanting ChainagewiseI PAC,KA,GEIV A (317-66) iSr !Chain - I I Tree i RoadSide!Tree 1Forest I iNo jAge j(Side|GirthInHight,Age l Dist2rnce-iSpecies iNo I Remark jKrns |NIS !ft jft jYrs I Mtrs i I 1 2 |3 i4 5 i 6 7 1 8 t9 .1 271 j5455 1 N 1 7.541 351 10 ~ 6iShisam i 272154 55 I N | 6.9121 25j 101 12IShivan j 2731=5 IN1507 5 8l 61Pipal i 2741j5455 1 N 16.2831 301 10j 5IShivan I 275i 515-56 ( N |i8.6| 5 12j 5jShisam ;I I 276'j55-56 | N 15.655j 35l 101 61Shivan i i 277160-61 i N 13.1421 201 5j 6IGulmohar j I 278i60-61 j N i3.77 j 201 61 61Gu!mrohar j 279 j 5061 jN 16.2831 25i a! 14'Pipal , j 280!60-61 N 16.2831 20 i.101 141Karan; Detailed Statement of Suitable Trees for Transplantation Chainagewise Package IV A( 317Kms- 65 Kms) Sr Chain - I roadside Forest No Age Side Girth Hight Age Distance Species No. Remark Kms NIS ft ft Yrs Mtrs 1 2 3 _ 5 6 7 8 9 10 281 317 000 N 3.14 35 13 1 Sisam 282 317000 N 3.14 40 131 10 Sisam ___ 283 317 000 N 4.71 45 20 10 Sisam 284 317.000 N 5.76 50 24 10 Sisam 285 317 000 N 3.66 i 45 16 10 Sisam 286 317 000 N 4.19 35 16 1CSisam 287 317 000 N 3.40 35 15 5 Sisam 288 317.000 N 3,14[ 35 13 10 Sisam 289 317 000 N 3.40 40 14 10 Sisam 290 317.000 N 3.40 40 14 10 Sisamn 291 317 000 N 3.14 40 13 BSisam 292 317.000 N 4.19 48 18e - Sisam 293 317.000 N 4.97 50 22 10 Sisam 294 317 000 N 4.19 45 18 8Sisam 295 317.000 N 4.191 40 15 5 Sisam __ 296 317 000I N 3 66 5016 eSisam _ 297 317.000 N 4 45 45 20 5 Sisam 298 317.000 N 3,40 40 15 5 Sisam 299 317.000 N 3.93 45 17 8 Sisam 300 317.000 N 3.66 45 16 5 Sisam 301 317.000 N 3.4 40 15 10 Sisam 302 317.000 N 4.19 45 18 10 Sisam 303 317 000 N 4.19 45 18 1C Sisam 304 317.000 N 3.14 40 14 5 Sisam 305 317.000 N 4.19 45 18 10 Sisam 306 317.000 N 3.14 35 13 10 Sisam 307 317.000 N 4.71 45 22 10 Sisam 308 317.000 N 4.19 50 1E 5 Sisam 309 317.000 N 3.14 40C 5 Cassia 310 317.000 N 3.401 35 8 5 Cassia 311 317.000 N 5.231 25 25 . Mango 312 317.000 N 3.14 35 14 5 Neem 313 318.000 N 4.19 45 20 5 Mango 314 318.000 N 4.19 45 1a 5 Sisam 315 316.ooo N 5.23 40 221 5 Ficus 316 318.000 N 4.45 45 18 5 Sisam 317 318.000 N 4.97 35 20 5 Sisam 318 318 .000 N 6.281 45 28 5 Sisam 319 318.000 N 4.97 45 24 5 Sisam 320 318.000 N 4.71 40 20 5 Sisam 321 318 000 N 3.40 35 13 5 Sisam 322 318.000 N 5.23 45 24 5 Sisam 323 318.000 N 3.14 35 13 5 Sisam _ 324 21.600 N 3.14 45 1 5 Jamun 325 21.000 N 3.93 35 17 10 Sisam 326 21.000 N 3.93 45 16 10 Sisam 327 21 000 N 4.71 40 20 5 Sisam 328 21.000 N 6.28 50 26 5 Sisam 329 21.000 N 3.40 35 13 5 Sisam 330 21.000 N 3.40 45 13 10 Sisam 331 21.000 N 3.14 45 13 10 Sisam 332 21.000 N 3.93 45 14 10 Sisam 333 21.000 -N 3.93 45, 14 l0 Arqun 334 21 000 N 4.19 45 18 10 Arjun 335 21.000 N 6.02 50 24 5 Sisam 336 21 000 N 6.02 50 24 5 Sisam 337 21.000 N 3.93 35 12 5 Jamun 3381 21 000 N i3.14 40 10 5_Arjun 3391 21 000 N |3L40 4 340[ 21.000 N 3.40 40 13 EJamun 34'1 21.000 N 3.14] 35 12 5 Jamun 3421 21 000 N 3141 35 12 5 Jamun 3431 21.000 N 3.661 45 12 S Arjun 344 21 .000 N 3.14 35 12 5 Jamun 3451 21 000 N 3.40 35 12 5 Jamun _ 3461 21000 N 3.14 40 10 5 Arjun 22 200 _ . _ _ Prtrol Pump Waterlogging 67 22 400 N 4.191 40 14 5 Arjun 68 22000 I N 3.66t 40 1 2 . Arjun 69 22,000 N 3.40 45 12 5 Ariun 70 22.000 N 3401 45 12 5 Sisam 71 22 000 N 4.19 45 15 c 5Arjun 72 22.000 N 4.19 45 17 5 Sisam 73 22.000 N 3.14 40 13 5 Sisam 74 22.000 N 3.14 35 15 5 Bargad Vad 75 22.000 N 3.66 35 11 5 Karanj 76 22.000 N 3.40 35 13 5Sisam 777 22.000 N 4.71 40 20 5 Sisam 78 22. oo N 3.14 40 13 5 Sisam 79 22.000 N 3.14 35 10 5 KaranJ _ 80 22.000 3.14 35 13 5 Sisam 81 22.jOO N 3.14 35 13 5 Sisam 82 22.000 N 4.45 35 15 10 Karanj 83 22.000 N 4.45 35 15 10 Karanj 84 22.000 N 4.711 35 15 10 Karanj 85 22.000 N 3.66 30 12 5Karanj L 86 22.000 N 4451 35 15 1 10 Karanj _ _ 87 22.000 N 5.23 35 24 5 Ficus 88 22.000 N 4.451 30 15s 10 Karanj 89 22.000 N 3.14 35 13 l0 Sisam 90 22.000 N 3.401 35 13 10 Sisam 91 22.000 N 3.14 40 13 10 Sisam ______92 22.000 N 3.14 45 13 10 Sisam 93 22.000 N 3.40 45 13 1 0 Sisam 94 23.000 N 4.45 35 15 5 Raintree 95 23.000 N 5.76 40 20 5 Raintree 96 23.000 N 3.93 40 15 5 Raintree 97 24.000 N 4.45 45 18 5 Sisam 98 24.000 N 3.66 45 15 5 Sisam 99 24.000 1N 3.931 40 16 5 1Sisam 100 24.000 N 3.14 35 13 10 Sisam 101 24.000 N 3.66 35 13 lOSisam 102 2400o N 3.14 35 13 10Sisamr 103 24.000 N 4.19 40 14 1 0 Sisam 104 24.000 N 3.14 35 13 10 Sisam I WaterLoagging area 105 24.000 N 3.40 40 13 10 Sisam _ 106 24.000 N 3.14 35 13 10 SisamI 107 24.000 N 3.40 35 11 5 Raintree 108 24.000 N 3.661 35 16 10 Ficus _ 109 24.000 N 3.14 35 13 1 Sisam 110 24.000 N 3.401 35 13 10 Sisam Water Ioagging area 111 24.000 N 3.401 35 13 10 Sisam 112 24. 000 N 3.14 40 13 l Sisam __i 113 24.000 N 3.141 40 13 lSisam 114 24.000 N 3.401 35 13 5 Sisam 115 24 000 N 3.14 35 13 Sisam 116 24-000 N 3.14 40 13 __ _5 Sisam______ 117 24000 N 3.14 35 13 ___ SSisam ___ 1181 24.00 N 3.14 35 13 5 Sisam ____ 119 24.000 N 3.40 45 13 5 Sisam 120 24.000 N 3.40 __45 131 5 Sisam 121 24.000 N 3.40 35 13 5 Sisam 122 24.000 N 3 66 35 13 5 Sisam _ 123 24.000 N 314 40_ 13 Sisam 124] 24 000 N 3.66| 45 131 5Sisam I 125 24.000 N 3.40 35 13 10 Sisam _ 126 24 000 N 3.40 45 131- 10 Sisamr 127t 24 000 N 3 93 45 14 10 Sisam 128 24 000 N 3 661 45 14 10 Sisam 129 24 000 N 4.191 50 14 1C Sisam 130 24 000 N 3 40 45 14 10 Sisam __ 131 24 000 N 3.66 45 14 lo Sisam 132 24 000 N 4.7s1 5C 20 eSisam 133 24.000 N 3.40 4 13 1 Sisam 134 24 000 N 3.40 45 13 lOSisam 135 25.000 N _ 3.93 45 16 10 Sisam 1 36 25 000 N 3.66 40 16 10 Sisam 137 25.000 N 4.19 45 18 10 Sisamr 138 25 000 N 3.40 45 14 1C Sisamri 139 25 000 N 3.66 50 14 1C Sisam .. 140 25.000 N 4,71 45 20 8Sisam 141 25.000 N 5.50j 35 20 8 Jamun 142 25.000 N 3.141 35 13 10 Sisam ___ 143 25.000 N 3.14 40 13 10 Sisam _ 144 25.000 N 4.45 40 19 e Sisam 145 25.000 N 5.23 35 1 8 Jamun _ 146 25.000 N 3.4C 35 14 _ 8MJamun 147 25.000 N 3.66 35 16 8 Sisam _ 8 25.000 N 3.66 35 15 E8Sisam ._ 149 25 000 N 5.76 40 24 8E Sisam . 150 25.000 N 5.50 45 24 - I Sisam . 151 25.000 N 3.40 25 161 8 Ficus _ 152 25.000 N 314 35 10 8 Jamun B__tehind these trees some trees are 153 25.000 N 3.66 35 11 8 Raintree suitable for transplantng. Water 154 25.000 N 3.40 35 14 10 Sisam ogging exists behind these trees 155 25.000 N 3.66 45 14 10 Sisam _ 156 25.000 N 3.93 40 16 8Sisam 157 25.000 N 4.451 45 18 8 Sisam J 158 25.000 N 3.40 35 1 4 1 0 Sisam _ 1591 25.000 N 3.40 35 14 101Sisam 160| 25.000 N 3.66 40 1i4 10 Sisam .. 161 25.000 N 3.40 45 1i4 12|Sisam 162 25 000 N 3.66 40 14 12 Sisam 163 25.000 N 3.93 40 14 12 Sisam _ 164 25.000 N 3.141 35 13 15 Jamun _ 165 25.000 N 3.66 35 14 10Sisam 166 25.000 N 4.19 45 18 210 Sisam I 167 25.000 N 3.40 35 14 15 Sisam .. 168 25.000 N 3.66 40 1i5 15 Sisam 169 25.000 N 3.14 45 131 15 Sisam |1701 25 000 N 3 66| 45 131 15Sisam _ | 171 25.000 N 3.40| 45 14 153Sisam r 172 25.000 N 4.451 50 20 15 Sisam 173 25.000 N 4.19 35 1 8 15|Sisam 174 25.000 N 3.14 40 13 15Sisam 175 25 000 N 3.14 40 13 15|Sisam 176 25.000 N 3.93 45 16 15 Sisam 177 25.000 N 4.19 45 16 10 Sisam I178| 25.000 N 3.40 45 14 15 Sisam | 179| 257000 N 4.19 401 8 15|Sisam 180| 25.000 N 4.45 50 19 10 Sisam 181 25.000 N 3.40 35 14 10 Jamun 182 25 000 N 3.14 35 14 10 Jamun 183 25 O0 N 3.40 35 14 10|Jamun _ 184 25.000 N 4.45 45 20 12 Sisam 185 25 000 N 3.66 45 16 12 Sisam 186| 25.000 N 3.14 45 14 12 Sisam 1&.1 250200 N 4.191 45 17 12 Sisam | t88j 25 000 N 4,451 50 20 12 Sisam 189 25.000 | N 3.40 301 18j 15 Ficus Umbar | 190 25.000 N 4.97 50 24 8 Sisam 191 25.000 N 6.54 35 281 8Mango 192 25.000 N 3.141 35 13 1eSisam 193 25 000 N 4.19 45 18 1eSisam 194 25.000 N 4.19 60 18 15 Sisam 195 26000 N 4.19 50 18 15 Sisam 196 26.000 N 3.66 50 16 15 Sisam 197 26.000 N 4.19 50 18 10 Sisam 198 26.000 N 4.71 50 20 10 Sisam 199 26.000 N 3.66 50 16 1 Sisam 200 26.000 N 3.93 50 16 15 Sisam 201 26.000 N 6.02 50 28 5 Sisan 202 26.000 N 3.40 50 14 10 Sisam 203 26.000 N 3.14 45 13 15 Sisam 204 26 000 N 3.14 55 13 15 Sisam 205 26.000 N 3.14 50 13 15 Sisam 206 26.000 N 3.401 45 13 15 Sisam 207 26.000 N 3.40 55 13 15 Sisam 208 26.000 N 3.40 45 13 15 Sisam 209 26.000 N 3.66 55 15 15 Sisam 210 26.000 N 3.66 55 15 15 Sisam 211 26.000 N 4.19 50 18 15 Sisam 212 26.000 N 4.45 55 18 15 Sisam 213 26.000 N 3.40 45 14 10 Sisam 214 26.000 N 3.40 45 14 10 Sisam 215 26.000 N 3.40 45 14 10 Sisam 216 26.000 N 3.93 50 18 15 Sisam 217 26.000 N 3.14 45 13 8 Sisam 218 26.000 N 4.19 50 18 10 Sisam 219 26.000 N 3.93 50 18 10 Sisam 220 26.000 N 3.66 50 15 10 Sisam I 221 26.000 N 3.93 50 18 10 Sisam a 222 26.000 N 3.66 50 16 10Sisa _ 223 26.000 N 3.66 _50 16 loSisam __ 224 26.000 N 3.40 55 16 10 Sisam 225 26.000 N 3.14 50 13 1 0Sisam 226 26.000 N 4.97 50 23 10|Sisam _ 227 26.000 N 3.40 40 13 l0Sisam 1 228 26.000 N 6.02 50 27 10 Sisam 229 26.000 N 4.71 50 23 10 Sisam 230 26.000 N 3.66 55 16 10 Sisam j 231 26.000 N 3.14 45 13 10 Sisam 232 26.000 N 3.401 40 13 10 Sisam _ 233 26.000 N 3.14 45 13 10 Sisam 234 26.000 N 4.45 45 20 10 Sisam | 235 26.000 N 3.40 40 15 15 Sisam 236 26.000 N 3.93 40 15 15 Sisam _ 237 26.000 N 3.66 45 16 18 Sisam 238 26.000 N 3.40 401 141 15 Sisam 239 26.000 N 3.93 55 18| 10 Sisam _ 240 26.000 N 3.14 40 14 1t5Sisam | 241 26.000 N 3.93 45 18 15 Sisam 242 26.000 N 3.14 40 14 15 Sisam 243 26.000 N 3.40 45 14 15 Sisam 244 26.000 N 3.40 45 14 12 Sisam 245 26.000 N 3.93 50 18 8 Sisam 246 26. 000 N 4.19 45 18 8 Sisam 247 26.000 N 3.66 45 16| 8 Sisam 248 26.000 N 4.19 40 20 10 Sisam 249 26000 N 4 19 40 20 10 Sisam INear Canal 250 27 000 N 5.23 45 24 8 Mango 251 27.000 N 6.02 45 25 8lMango 1 25 27.000 N 4.97 50j 221 8 Sisam 253 27.000 N 4.19 45 18 8Sisam I 254 27.000 | N 4.19 45 18 6Sisam 2551 27.000 N 4.71 50 22 8 Sisam I 2561 27 000 N 4.97 401 22 8 Raintree 2571 27 000 N 4.71 45 22 8 Sisam 258 27 000 N 3.14 401 14 8 Sisam 259 27 000 N 3.14 45 14 8Sisam 260 27 000 N 5.23 45 18 . 8 Raintree. 261 27 000 N 4 19 50 1 10 Sisam 262 27.000 N 3.40 45 14 1CSisam 263 27 000 N 3.66 45 15 12 Sisam 264 27.000 N 3.66 45 15 12 Sisam 265 27 000 N 3.66 45 15' 12 Sisam 266 27.000 N 3.14 40 141 12 Sisam 267 27 000 N 3.40 40 14 15 Sisam 268 27 000 N 3.14 40 14 15 Sisam 269 27.000 N 3.66 40 15 12 Sisam 270 27.000 N 4.19 45 18 10 Sisam 271 27.000 N 3.40 45 15 1 Sisam 272 27.000 N 3.14 40 13 10 Sisam 273 27.000 N 3.40 40 15 10 Sisam 274 27 000 N 3.66 40 15 10 Sisam 275 27.000 N 3.66 45 15 10 Sisam 276 27.000 N 5.23' 50 24 8 Sisam 277 27.000 N 4.19 50 18 15 Sisam 278 27.000 N 3.40 40 10 15 Gulmohor 279 27.000 N 9.42 45 40 8 Pipal 280 27.000 N 3.93 45 18 10 Sisam 281 27.000 N 3.93 45 12 C Gulmohor 282 34.550 N 4.19 40 18 12 Sisam 283 34.000 N 366 40 16 12 Sisam 284 34.000 N 3.40 40 14 12 Sisam 285 34.000 N 3.40 40 14 10 Sisam 286 34.000 N 3.14 40 13 15 Sisam 287 34.000 N 3.14 45 13 15 Sisam 288 34.000 N 3.93 45 18 12 Sisam 289 34.)00 N 4.19 45 18 1 Sisam 290 34.000 N 3.93 45 18 12 Sisam 291 34.000 N 3.40 45 15 12 Sisam 292 34.000 N 3.93 40 18 12 Sisam 293 34.000 N 3.14 40 15 1 Sisam 294 34.000 N 3.40 40 15 12 Sisam 295 34.000 N 3.93 50 18 12 Sisam ______296 34.000 N 3.40 40 14 12 Sisam 297 34.000 N 5.76 35 26 12 Sisam 298 34.000 N 3.14 40 13 12 Sisam 299 34.000 N 3.93 45 17 12 Sisam 300 34 000 N 3.14 45 13 12 Sisam 301 34.000 N 3.93 45 18 12 Sisam 302 34.000 N 3.40 45 15' 12 Sisam 303 34.000 N 3.14 40 14 12 Sisam 304 34.000 N 3.14 35 14 1 Sisa!fn 305 34.000 N 3.40 40 14 15 Sisam 306 34.000 N 3.40 45 14 15 Sisam 307 51.000 N 7.07 40 32 8 Ariun 308 51.000 N 5.50 45 24 8 Arjun 309 51.000 N 3.93 35 1 8 Neem 310 51.000 N 3.66E 35 16C Arjun 311 51.000 N 7.07 30 32 Arun 312 51.000 N 5.50 35 24 8 Neem 313 51.000 N 7.33 35 32 e Arjun 314 51.000 N 8.11 35 36 6 Arun 31 51.000 N 8.37 40 38 6 Emli 316 51.000 N 8.11 40 38 rC Emb_ 317 51iG00 N 6.54 40 28 5 Sisam 318 51 000 N 3.14 40 13 10 Sisam 319 51.000 N 3.40 30 15 lC Jamun 320 51.000 N 3.14 40 141 1S iisam 321 51.000 N 3 14 40 14 0lCSisam 322 51.000 N 4.19 30 20 1=Sisam 323 51.000 N 3.14 35 14 1f Sisam 324 51.000 N 3.14 35 14 15 Sisam 325 51 000 N 3.14 35 14 10 Sisam 226 51 000 N 3.14 35 14 10 Sisam 327 51 000 N 3.14 30 14 5 Sisam 325 51.000 N 3.40 40 14 15 Sisam 329 51.000 N 3.40 40 14 10 Sisam 330 51.000 N 3.40 40 14 10 Sisam 331 51 .000 N 3.14 40 14 10 Sisam 332 51.000 N 3.14 40 14 10 Sisam 333 51.000 N 3.40 35 14 15 Sisam 334 51.000 N 3.14 35 14 1COSisam 335 51.000 N 3.14 40 14 15 Sisam 336 51.000 N 3.141 35 14 15 Sisam 337 51.000 N 5.50' 40 18 20 Raintree Hotel Kaimur 338 51.000 N 3.14 35 14 10 Sisam 339 51.000 N 3.141 34 14 1' Sisam 340 51.000 N 3.141 35 14 15 Sisam 341 51.000 N 3.401 35 15 10t un 342 51.000 N 3.401 35 14 15 Sisam .__ 343 51.000 N 3.40 35 14 1'Sisam 344 51.000 N 3.14 35 13 20 Ariun 345 51.000 N 3.40 35 13 10 Arjun 346 51.000 N 3,14 35 14 10 Sisam 347 51.000 N 3.93 30 18 10 Arjun 348 51.000 N 3.14 30 10 20 Karanj 34c 51.000 N 3.40 35 10 10 Raintree .s__.. 350 51.000 N 5.50 40 24 5 Sisam 351 51.000 N 3.14 40 14 20 Raintree 352 51.000 N 3.40 40 15 20 Raintree I 353 51.000 N 3.40 35 141 20 Sisam 354 51.000 N 3.141 35 141 20 Sisam . 355 51.000 N 3.14 40 17 20 Ssam 356 51.000 N 3.14 35 141 20 Sisam .- 357 55.000 N 3.40 30 8 20cassia 358 55.000 N 3.40 40 8 15cassia .- 359 55.000 N 3.14 40 8 15 cassia 360 55.000 N 3.14 35E 18 cassia __ 361 55.000 N 3.66 35e 1S ____ ._ ._ 362 55.000 N 4.71 30 12 1'cassia 363 55.000 N 3.40 35 15 20 Sisam 364 55.000 N 3,14 35 14 20 Sisam 365 55.000 N 3.40 35 151 20 Sisam 366 55.000 N 3.14 30 8 20 cassia 367 55.000 N 3.14 30 8E fcassia 368 55.000 N 3.14 35 10 15 Raintree 369 55.000 N 3.14 35 14 20 Sisam 370 55.000 N 3.66 40 16 20 Sisam 371 55.000 N 3.40 35 15 20 Sisam 372 55.000 N 3.14 35 15 20 Sisam 373 55.000 N 3.14 45 14 20 Sisam 374 55.000 N 3.14 40 14 20 Sisam 375 55.000 N 3.14 35 14 20 Sisam 376 55.000 N 3.40 40 14 20 Sisam 377 55.000 N 3.14 30 14 20 Sisam 378 55.000 N 3.40 35 14 20 Sisam 379 55.000 N 3.14 25 14 20 Arjun .. 380 55000 N 3.14 35 14 1 Ar'un 381 55 000 N_ 471 35 24 15 Arjun ___ __ .- _. _- 382 56.000 N 3.14 4 c 1 Aun 383 60.000 N 6.28 30 2t 15 Ar2un 3841 60.000 I N 4.45 45 1g _ 15 Arjun I I 3851 60.000 N 6,54 45 28 20 Arjun 3861 60.000 N 4711 35 141 2 KaranI 387 60 000 I N 6.60 40 24 20 Raintree I 386 60000 I N 4.45 35 151 20 Karanj I 389 60.000 N 4.19 35 t5 20 Karanj I 390 60 X00 N 3.66 35 1r 20 Karan . 391 60.000 N 3.14 35 10 20 Karen 392 60000 N 3 14 35 10 20 Karan 393 60 000 N 3.14 35 10 20 Karni EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project Appendix 3 Wells and Hand pumps ideritifiedfor enhancement S. No. Community Location/ Side of Road Distancefrom Category for Resources Chainage North/South CW (m) Enhancement Well 5.050 South 20.25 B 2 'Well 6.900 South 15.24 B 3 Well 12.100 North 7.00 A 4 HandPump 19.700 North 31.00 1 5 Well 19.800 North 6.00 A 6 Well 22.200 North 29.50 C 7 Well 22.700 North 12.80 B 8 Well 23.200 North 14.35 B 9 Well 23.500 North 5.00 A 10 HandPump 23.550 North 5.00 1 11 HandPump 29.900 South 6.00 1 12 Well 31.850 North 17.50 B 13 Well 23.300 North 26.51 C 14 Well 24.400 South 23.92 C 15 Well 26.750 North 38.78 C 16 Well 27.000 North 15.24 B 17 Well 27.400 North 18.25 C 18 HandPump 28.050 North 5.00 19 Well 28.200 South 13.71 B 20 Well 29.100 North 11.88 B 21 Well 29.500 South 13.10 B 22 Well 32.100 North 24.35 C 23 Well 33.300 North 25.29 C 24 Well 32.400 North 11.88 B 25 Well 33.050 South 24.38 C 26 Well 36.900 South 27.00 C 27 HandPump 38.000 North 12.19 2 28 Well 42.000 South 24.00 C 29 Well 47.000 North 12.00 B 30 Well 48.800 South 19.81 B 31 Well 56.000 North 6.09 A Note: Type-1: Handpumps to bereicated Type- A Wellto berelocated Type- 2 Handpump in the RoW Type- B Wellwith in RoW Type- 3 Handpump on the edge of theditch Type- C Wellon theedge of the ditch Appendix4 Culturalproperties to be relocated S no Chainage Type Side Distancefrom Remarks ______roadEm) 1 317.00 Shrinenear Rasuipur North 15.0 Relocation 2 22.11W(VRM) Shrine North 1.0 Relocation 3 22.400 HanumanShrine South 3.0 Relocation 4 30.900 Temple South 1.0 Relocation 5 43.400 Shrine North 4.0 Relocation 6 43.500 HanumanShrine North 4.0 Relocation 7 46.500(along KaliTemple On proposed Nil Relocation ______bypass) OnprposedNlRlsto 8 48.200 BuddhaStatue Bothsides 10.0 Relocation 9 j 61 100 DaitrababaTemple South Nil Relocation Appendix5 List of borrow areas S. No. Type Location Dist From CW Side Of Road 1 Brick/KilnLow Area 49.000 55.0 South 2 High BarrenLand 17.000 15.0 South 3 High Land 25.050 500.0 South 4 Brick/KilnLow Area 63.500 200.0 South 5 High Land 64.500 1.5 North 72==77 tp a 4ssendi C2UC7Y EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project Appendix 6 RecommendedQuarry Areas S Chainage RDistancefrom Side of Place Material type No. ROW (kin) Road 1 117.000 7.0 South Tarachandi Stone 2 . 125.000 3.0 South Karwandia Stone 3 130.000 17.0 North Varanasi Stone 4 130-000 17.0 North Mirzapur Stone 5 140.000 7.0 South Aurangabad Moorum 6 172.000 1.3 South Karwandia Moorum Appendix 7 Water bodies for enhancement S.. Dist. From Side of Location T Size Existing condition/ Design Prepared No. Road (mn) Road i)m x 13(mn) landuselI remarks _5.0 i South 200x100 Akhori village Temple Detailed design drawing 1 5.0VRM m South bypass 9.500200x100&Pond No. IVA/9.5VRMf2 Temple & Pond Detailed design drawing 2 15.0 m South 25.600 VRM lOOX75 (Maheva) No. lVA/25.6VRM/4 3 12 Om South 28.300 VRM 100x100 312 om South~ 230 R OlOPodNo. Pond DetailedIVA/28.3VRM/4 design drawing 4 ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~~. Detaileddesign drawing 4 24 8m North 32.300 75x75 Sahuji ka pokhara No. lVA132.3/7 25.0 m South 41 600 80x80 Baghai pokhra Detailed design drawng 6 10.0 m North 49.700 75x50 Shrine with pond Detailed design drawing I ~~~~~~~No.IVA/49.7111 Appendix 8 Proposed Truck Parking Lay-byes along the Grand Trunk Road S. No. Location Direction Rernarks Design Prepared 43.000-45.000 Existing service lane Typical Design Drawing no. T-14 Appendix 9 Major and Minor Junctions identified for enhancement S. No. Location Type of Junction Rernarks Design Prepared Major Junctions 1 39.000 39.000Y-Junction SyadSyed Raza Bypass ~~~~~designTypicalDrawvingJunction No. 4 2 41 300 Cross-Junction Syed Raza Intersection TypicalJunction design Drawng No. 3 3 45.800 Y-Junction Naubatpur Bypass Typical Junction 3 45.300 Y-Junction Naubatpui Bypass design Drawing No. 4 Typical Junction 4 46M800 Y-Junction Naubatpur Bypass design Drawing No. 4 Typical Junction 5 627.0050 T-Junction Dioethii Bypassdesign Drawing No. 4 6 6300YJnto6317.000 Y-Junction Didekhiliiehl Bypassyasdesign Typical DrawingJunctionNo. 4 Minor Junctions 3 317.150 T-Junction North Typical Junction 1 317.950 7-Junction Southdesign Drawing no. 5 2 317.350 T-Junction North Typical Junction ______~~~~~~~~~~~~~~~designDrawingNo. 5 3 31.5 -ucinSuhTypical Junction 317.5507-Junction South ~~~~designDrawingNo. 5 4 317.950T-JunctionSouth TypicalJunction 317.9507-Junclion ~~~~~~~designDrawingNo. 5 Typical Junction 6318.450 7-Junction North. design Drawing No. 5 ea Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project S. No. Location Type of Junction Remnarks Design Prepared 7 318.480 T-Junction South Typical Junction ldesignDravving No. 5 8 318.850 T-Junction South Typical Junction design Drawing No. 5 10 318.850 Crs-Junction Sout/oth designDrawing No. 3 10 1.580 Cross-Junction North/South Typical Junction ______c designDrawing No. 3 11 14600 Cross-Junction North/South Typical Junction design Drawing No. 3 12 14 .0 t Typical Junction 4710.B40 Cross-Junction North/South design Drawing No. 3 13 18.150 T-Junction South Typical Junction Typicaldesign DrawingJunction No. 5 223147 16.0906.540 TrM-JunctionT-Junction Nort/othSouth design Drawing No.3No. 5 21 190.40 C-Junction North Typical Junction design Drawing No. 3 22 18.010 T-Junction North Typical Junction design Drawing No. 5 247 27.2WYCros-Junction STypical Junction 23N18150 t T-Juncton South design Drawing No. 5 25 19.610 T-Junction North Typical Junction design Drawing No. 5 25 292-21 T-Junction North Typical Junction design Drawing No. 5 1;3=C7 EnvironmentalManagement Plan - PackageIV A GrandTrunk Road Improvement Project Appendix10 LandscapePlans I PA A..eI" 'Q=7 C'&-W Package4A TCS Trees No. Shrubs No. Turfing Area (M2) 1UA-a Tamarindus indica 667 Bouganvillae 2667 ______Bahunia perpuria 2667 Total 2667 Acacia auriculiformis 1333 Total 4667 1 UA-b Tamarindus indica 292 Thavetia nerifolia 1167 Acacia auriculiformis 583 Total 1167 Total 875 1UA-c Tamarindusindica 233 Thavetianerifolia 933 Acacia auriculiformis 933 Total 933 Cassia nodosa 467 _ _ Total 16331 1RA-a Tamarindus indica 833 Bouganvillae 3333 Bahunia perpuria 3333 Total 3333 _ Cassia nodosa 1667 . _ . Tecoma stans 167 Total 6000 IRA-b Azadirachta indica 108 Bouganvillae 867 Total 108 Total 867 1RA-c Tamarindus indica 200 Bouganvillae 800 Cassia nodosa 800 Total BOO Gravilea Robusta 800 . Total 1800 1RA-d Tamarindus indica 867 Bouganvillae 3467 - ______Bahunia perpuria 34671Total 3467 Cassia nodosa 1733 Total 6087 1RA-e Tamarindus indica 108 Bouganvillae 867 Total 108 Total 867 .1RA-f Syzynium cumini 88 Bouganvillae 700 Cassia nodosa 350 Total 700 Acacia auriculiformis 3501 Total 788 1RAg Syzynium cumini 317 Bouganvillae 1267 .______Cassia nodosa 1267 Total 1267 _Acacia auriculiformis 12671 Total 2850 IRA-h Tamarindusindica 275 Bouganvillae 2200 Cassia nodosa 1100Total 2200 Bahunia perpuna 1100 Acacia auriculiformis 1100 Total 3575 1RA- I Tamarindus indica 3350 Bouganvillae 4467 Cassianodosa 2233 Total 4467 Acacia auriculiformis 2233 Total 7817 Package4A TCS Trees No. Shrubs No. Turfing Area (M2) 1RB- a Total 0 0 780 TRB- b Syzynium cumini 217 0 1560 Cassia nodosa 433 . __. Bahunia perpuria 433 Acacia auriculiformis 433 1 _ . Total 10831 1RB- c Syzyniumcumini 183 0 1320 Cassia nodosa 367 _ Acacia auriculiformis 367 Total 917 . 1UC-a Syzyniumcumini 50 Bouganvillae 200 Cassia nodosa 100 Total 200 Total 150 1UC-b Syzyniur),cumini 283 Bouganvillae 1133 Acaciaauriculiformis 1133 Total 1133 Total 1417 BP120-b1 Syzyniumcumini 50 0 720 Cassianodcsa 200 , - ,Acacia auriculiformis 200 3ahunia perpuria 200 Total 650 _ BP120-b2 Syzynium cumini 554 0 7980 Cassia nodosa 2217 Acacia auriculiformis 2217 Bahunia perpuria 2217 . iTotal 7204 . BP500 Syzyniumcumini 2825 Bouganvillae 11300 iTotal 2825 Total 11300 _ 5Total Acacia auriculiformis 12150 Bouganvillae 33267 12360 Azadirachta indica 108 Thavetia nerifdolia 2100 _ Bahuniaperpuna 13417 Total 35367 Cassia nodosa 12933 _Gravillea Robusta 800 *Syzynium cumini 4567 _ Tamarindus indica 6825 Tecoma stans 167 Total 50533 0-05. 'a. sO. IN.. 0-le SECTION: BP 500 r r ------0--- -~I___ BOUGANVILLAE -.- U -5- -F L -- < -- F___ - -3M-- ____. … - _ C/C _ni - r ~r- -i*- __ - _____- -0 ____… _ -__ -- -- I-1- I -I-I I ------I 0-0 … ---- I . -- I--, I I I ~ ~ ~ ~ I _____ ~~~SYZYNIUM -- 1- W -t S o v , - ~~~~~~~CUMINII . -- ~ I- t~-H -.- ____- 0 -- ______E.- - _ -F-j-- E ~~ ~ I I r- I-r I I - … _ r-r- r-- -- © / ---- t- I-00t- -tL -- t- -I- -4- … __- -.- J.4- L - J. ~--. ---… -0-00-0…_ -- --… ------n~~~~~~~~~~~~~-- f- -- 14 -t- -_-_ -_ - - L_ r- --- -*--- -… 00: ------… -… …-- ---… ------… I I 1t I .-1 -- 0- _ _- - .- PLAN: BP 500 -- 4-L 4-KR -fizPc-L -1t -L0… ---- - d ce PKG:NV-A,TCS: EIP500,CH-1,4-12.15.19.3-2312(VRN)22.7-28.9 LEFT SIDE WIOENING UR6AN SECTION ROAD LANDSCAPE SECTION: 0-32 Averoqe POW ovoiloble =60m At ch: t19.57,5-19.825, cn extro raw of shrub is to be plranted 0 3rn C/C Spctce for plontrttion - 0.5m on left o.nCNorth side for noise mitigation 18mo lh mr ~~~~INDEPENDENTENVIRONMENTAL REVIEW |,s|§ Or .h_sO i M. t1. )Nt.w b.s pl.nt,,dw .ilhM 2.5-o o& 9- If 2Abnt.II inn1 -d .. ll r- Ir 1 bi SoustnCteAm PAt| LA&_ih .p-tld __ A-t- - L I -- - … p -0-c- … .. ------J- LANDSCAPEPLAN FOR PACKAGE:4a, TCS-BP500(Rural) LandscapeSection:0-32 DesignChainage for TCS:1.4-12.15,22.7-28.9 Length (m): 16950 AverageROW available:60m Spacefor Plantation: 18m Right Beyond Spacing No. of No. of Turfed North Daylight Species (@m c/c) trees shrubs area (m2) L ine ______Syzynium 12 1413 1st row cumini South Beyond Daylight Line 1st row cumini 12 1413 Median (5m) Median 2dst row Bouganvillae 3 5650 2nd row BTouganvillae 3 5650 Total Section _ Total Syzynium 2825 cumini Total Treas 2825 Totai Bouganviilae 11300 __ Shrubs 11300 Total Grass 800i8 _ 2O" 7m, 7m nI 8.0I' 1 .11 SECTION (bl) of BP 120 7 F~~~~ I - ~~~~~AURICULIFORMISI I- -4--I --- … ------ - ~~ * BAHUNIAp F-t---t p PERPURIA I I ------SYZYNIUM CUMINII -l _ __u_ } ______r____ i - 12M C/C_ E------M-- C/C ------… - - . - -__--* ------CASA NDS / _ S W S ~~~~~~~~~~TURFING PLAN (bl): BP 120 | URAL SECTION P 11.11I I , RAM1RNU8ROD fdM OM SIFtOEME P34UNTPRtojET 'NI I Iy a odtf Indb - MEcSr | ItNDEPENDENTENvARONUENTAL REV\IEW | | ff-= m 00 wOASF Notmt.e i 2 t) te ag Aa S Atiavo.Lt Ud. l 1 ~~~~~2)xierrA hr r~ era otw ro of t- rw 0 be womo.d | 1l_ s _ O ee .,'rW'0- newc |poct IIe e010b*, ev I'er trueot& ' h, . o N-*_mm W.f If a. LANDSCAPEPLAN FOR PACKAGE:4a, TCS-BP120-bl(Rural) LandscapeSection:0-32 DesignChainage for TCS:319-319.6 Length (m): 600 Average ROW available:60m Spacefor Plantation: 18m Left Beyond Spacing No. of No. of Tuffed North Daylight Species (m cic) trees shrubs area (m2) Line ______ South Beyond Daylight Line 1st row Syzinium 12 50 2nd row Cassia nodosa 3 200 3rd row Acacia 3 200 rdrw auriculiformnis20 Bahunia 4th row perpuria 3 200 Median (1.2m) Median = _ __ Grass______X_i7201 Total Section . Syzynium 50 Total cumini ______ Total Cassianodosa _ 200 _ Total Acacia 200 auriculiforrniis ____ Total Bahunia 200 perpuna Totai Trees 650 Shrubs 0 Total Grass I _I _720 SECTION (b2) of BP 120 ACACIA -- -~~------ AURICULIFORMIS _ , ------I ------@3M C/C =_------I- -- | Y - L- t - C/C ------BAHUNI PERPURIA -l ------t-. e3M C/c - -X - _ CASSIA NOIDOSA L------i-- - C _3M __ _ --- I. -. …-- . -- - _, ------~~~------I--- SYZYNJUMCUMINIl i L-- @12M C/C ------I I~~~~~~~~~~ -- )tt5_tntL GRNt-lT t-…tIt ------I- -…~------I~ I IL _ ..------…- 9 r, - 1 TURFING ------4-4 -4-- --t - ~~~------…------ PLAN (b2): BP 120 PKG;| A. hTChgI 9 4| 7 FT ID EI 7mtt;-sli21 wIconote tanefbwtt; | i ,w iXtSSpace for p.aert on - 18- or,;c- | GRAMD4/ITRUW Rtl UP dotITBitPROJW.T _ _ AA h Of ~~~~~~NDEPENDENT ENVIRONM~ENTAL. REVIEW [ IiEI Oa be I$' I" toI t . 0foetld ii.2.5e. of 0' io o~LM MAO sSoA AlmPt.LU bore ore. o 0 * 4UohOAWN-PVLle .8toOe Ae..,ev 00$ ee ooO0~0OC b0.1.otoo4g d.e.t ---. 4 LANDSCAPEPLAN FOR PACKAGE:4a, TCS-BP120-b2(Rural) LandscapeSection:0-32 DesignChainage for TCS:318.9-319,319.6-1.4, 12.25-17.4 Length (m): 6650 Average ROW available:60m Spacefor Plantation: 18m Right Beyond Spacing No. of No. of Turfed South Daylight Species ( i /) tes srb ra(2 Line |m cc_ trees shrubs area (m2l North Beyond Dayight Line 1st row cumini 12 554 _ 2nd row Cassia nodosa 3 2217 3rd row Acacia 3 2217 auriculiformnis ____ 4th row p8ahunia 3 2217 Median (1.2m) Median Grass 7980 Total Section _ Total Syzynium 554 ______cum ini______.______!Total Cassianodosa 2217 Acacia Total auriculiforTnis 2217 C Total Bahunia 2217 Total ___perpuna ____2217______ Total Trees I ______T_ _ 204 ______-Shrubs 0 Total Grass _0 7_ .4 7.25-.j.O t.OO' 0.5m 1~~~~~~~~I5-.99j16.25~ 1.0Om 1.00m l.OOm 2. SECTION(a) of : 1UA s.rt ------__ - ______00 4_TAMARINOAS EN0(CA _ _ ------2 _ _- @12M C/C -00~~~~~~------ -0~ ---- ~ - ~~~~~~~~~0- 3M C/C ------ -- _ _ -. __ ___AURICULIFORMIS ____R_+_>_ACACIA - cx ------8S*0 - 3M C/C_ ----4 >'4 ------_ __ _ _- - 00 _ - __BOUGANVILLAE _____ 4_ C e j - _ _ ©_3M _ niC/C __ _ ~~~~~_~~~~~~ ;rs + E 9 4 { t, -0--- .-8t PLAN (a) of 1UA PKG IE lt || INDEPIENDENTENVMRON#ENTAL RE%AEW | | | | L| U 0 o a 2> tet S ts end,e 2.5. 51 0. e.isiqI ftee | V_ffS II_0o .. Lta _Aiiodi Bot AMk .tere Swe. .. t'd woe:S e.erAsbNl. o, do1.ld _I_-_ \ | IesDon. o e*is .itle-tsb- ,. ote s n 6sId_ LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IUA-a(Urban) LandscapeSection: 0-32 DesignChainage for TCS:317-318.9,27.B-29, 29.3-30, 30.4-30.6, 57.8-58 Length(m): 4000 AverageROW available:64m Spacefor Plantation: 1.75mn Left 16.25m Right NSih Beyond Spacing No.of No. of Turfed Nrh Daylight species (( m dlc) trees shrubs area(m2) L ine______Tamanndus 1st row indica 12 333 South Beyond D ylightLine . Tamarindus 1st row ind us 12 333 indica ____ 2nd row Bahunia .. .perpuna 3 1333 3rd row Acacia 3 1333 3aunculiformis Bahunia 4th row pewuria 3 1333 Median(6m) Median . _ 1st row Bouganvillae 3 1333 2nd row ouganviliae 3 1333 TotalSection . __ . Total Tamarindus 667 ._ . indica Total Bahtnia ferpuna 2667 Total Acacia 13 Total_____ auriculiformis 1333 Total Trees 4667 ______Total Bouganvillae 2667 Total Srubs 267 8.30m '. m1 . 11 7 rrL||iJ. 5 5 0 4 75 n0 5C l.OOrn 2.50m 2 25 2 5 5.0m 1.0m 15,5m 1.Or 1.0rm SECTION (b) of: 1 JA E r 7T gc a > T - _ r YTHAVETIA NERIFOLIA / Et ~t--x-- - ©~~~~~~~~3MC/C t--- ^ ---h- -- 3/ -… -- t-- so ---- L-_- -__ ------rx i- ! s .TAMARINDAS INDICA _12M C/C e~~~ ---- t---- -Qo ---- tI------. t--i- ee ---- p-.- -; __ _ ------r-- ee ---- r ------ ___._ - -~~ 00 --- T--- 3~-t-'~-~~ s -. .=: T xo ----t--- - = -_ ACACIA __-..._ -_- ____ .- _ __ _ >v ---___j- _ 7 _ AURICULIFORMIS __- _ _ - ______--- T--- 3 __--L__ ._ _3M © C/C .------i--- -- - -. - - ~ ~~--'---- G 0 ------. - - --- t- -00- -e __- _._. _ ------_ - - -- - F- -- i¢-e---- PLAN (b) of: 1UA PKG:IV-A, TCS IUA, CH-30-30.4, 32.1-32.8. URBAN SECTION 32.1-328. 48.15-48.8 RIGHT SIDE WIDENING Average Spoce forROW pIcintotion aovoiable =8Om ROAD LANOSCAPESECTION: =8.3m on left 32-42 5m on right usv7-. IGRAND ITRUNKR(AD PAPRiIUWT PRO.MCT HVIIIM Wf fkd JNOEPENOENT ENmRONIdIENTAL REVIEW I 1 _ Aw ______s I r EDi| I) tlo tee is to II pio-e.d .4hi. .. Y1 ______I____ 2.5!o ofoa. -,q ||*. | | | J SLiA4 * PPW | bUh. 21 -*0 i-.,s *Mo .. -iOn otbo. ... t.io .. LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IUA-b(Urban) LandscapeSeotion: 0-32 DesignChainage for TCS:30-30.4, 32.1-32.8, 48.15-48.8 Length (m): 1750 AverageROW available:60m Space for Plantation: 8.3m Left 5m Right Beyond Spacing No. of No. of Turfed North Daylight Species (@ m c/c trees shrubs area (m2) ______L ine ______I _ __ 1st row Tamaindus 12 146 Acacia 2nd row auriculiformis South Beyond D ight Line _ 1st row indicaTamanndus 12 146_ Median (5mJ Median . . Thavetia2 st row nenfolia 3 583 T haveiia 2ndrow nerfolia 3 583 Total Section _ _ Total Timadindus 292 _ ___. ___indica Total Acacia 583 Toal auricuhiformis58 Total Trees = 87S Total Thavetia 1167 Total______Shrubs .nerifolia . 1167 Total Shrubs 1______1167 li 7,5m(I,,1 5.50m 1 t.0m 3.752 I 725 5,00m 2.0 in.com 1.OO0jsm I 7.25rn 1 I50QITIf7 50m 2 1.00m 1 00,n SECTION (c) of: I UA E ------4 ,X ffi i + -1 THAVETIANERIFOLIA __ -t- C___ _ -7--t-- -O0AO ----__ i---- _C _/C _. __ >- ~ t 4t.r------TAMARINDAS F F _ _ INDICA $O$-----~~~r~ i--- 4 - @21MC/C _ ~ _ __---- -q ___i___ 0_ _t __ -> - _CASSIA NODOSA -- -- 4 -0k01 ! 33M -:t C/C -- - - ACACIA -0 0--- - PLAN (c) of: I UA _ _ _0URBAN SECTION PKG:iV-A. TCS: 1UA. CH-29-29-3. 31-32.1 CONCENTRIC WIDENING Averaqe ROW CvcilOble =62m ROAD LANDSCAPE SECTION: 0-32 Spoce for plantation = 7.5m on eccn side ammPJW MU 0MOVEMET PRM tRAWDtV4M ND tWFWp W ItlI (t IhI, ~vmsAhIyOf kii. NDEPENOENTECMVRONMENTAL REV?EW Wm II XhOlt z OO F l 0fD_4_ t- ntrO XP00C -414 0|tt.1.25o || A. di. Amt PVLLkL 21 -A I esOsttj*WjO>Oweolhe*|esoei{i-0(.| - -i 0 0 tr sooct . 11o !- LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1UA-c[Urban) LandscapeSection: 0-32 DesignChainage for TCS:29-29.3,31-32-1 Length (m): 1400 Average ROW available:62m Spacefor Plantation: 7.5m BothSides - - - Beyond Spacing No.of No. of Turfed North Daylight Species (@m cdc) trees shrubs area(m2) LUine ______1st row Tamarindus 12 117 2nd row Cassianodosa 3 467 South Beyond D ylight Line 1strow Tamarindus 12 117 indica 2nd row Acacia auriculifofrmis 3 467 .rd row TAcacia 3rd row auriculiformis Median(5m3 Median 1st row Thavetia 467 1 tnerifoila ______2nd row neTfalia 467 Total Section Total Tamarindus 233 ______~~indica _ I__ Acacia . Total auriculiformis Total Cassia nodosa 467 Total _ _ _TreeS_ 1633 Total Thavetia 933 ______I ShUb nerifolia 933 Total Shrubs ______933 .50 14 omMsoL 5sOm .| 5 72O,m7.2 "'m 725,, .0 1. m 0.5m o ,7 .50 lOOm 1.00. mOOm Righi of Way SECTION (a) of: 1 UC ---- 0 ------_ SYZYNIUM '~~~'4------0---UM - I A____1______wF______- - I 12n. C/C t- ______------O ------ _ _-1 ______- - - -…_-.- _ - ….- _____-_-_-C - t~ -- I- -…------___00-…- - … -C/ @3M- 1 - 1Q------G '0… - - …-: - - I7 - - 00 - -I --- -- -~~ -~------0 --- .- --- ~~, 1 ~~------0------ -.----.----- ee---- '- CASANDS -I------1 -- t t ------ - -4 ------0406------__ 3M C/C -…------0 10…------_ - -L…~~~~~------…----- . . I - -~~- -i------oo------' - I_I . GRMIRUK AIWEOfPRJC I PKG:IV-A. Tcs: IUC, CH-44-9-45.2 LEFTSIDE WIDENINC URBANeagSETONvoolb 6r ROADSECTIO:LANDSAPE *2-49 | Spoce for plontolion = 4rn on left It" sPoceM"Saceis *"AdW. s ELONMENTAL REVIEW - fr plOhttior = . - - -- OUGENENVENL4i n ldf O OE COW 5t | Nob1 I) wv is to be DI.-I'd -41,w 2.5m d eo 71G055-rliGI cwistknq,-. ||M An M SOL As PAo LKouh - 2) A- -d Ad' - t -00I t - |0 | - V>#e Gl*. -- I "De -. -J -I _. -4 LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IUC-a(Urban) LandscapeSection: 42-49 DesignChainage for TCS:44.9-452 Length(m): 300 AverageROW available:60m Space for Plantation: 4m Left 7m Right Beyond Spacing No. of No. of Turfed North Dayliht Species (@m c/c) trees shrubs area (m2) ______Line ______1St row Syzynium 12 25 cumini South Beyond Daylight Line . st row Syzynium 12 25 1st row .. 5cumini 2nd row Cassia nodosa 3 100 _ Median (Sm) Median . 1st row Bouganvillae 3 100 2nd row _ ouganvi ae 3 100 Total Section Total cuSyzyniu so Total Cassia nodosa 100 Total Trees IO1S0 Total Bouganvillae _ - ______200 7 __ I I__Shrubs L200_ _ _ iTotal Grass _ _ 1 __ - -- - .50 6.5i,, 5.0 . in 7.25r, 5.00Jn 7. 1i 0 6.5m 50 1. O,, 0.5m l OOn, tOOn, l.OOm 1.0 m Richt of Woy SECTION (b) of: 1 UC ----T ------T- -- r-- SYZYNIUM CUMINHI - -. ------1 2-C/ tEll;~~~-1------0~~------_.1- J ------4. - 0 - - . -E I- - *4 - ~ ~ ~~ ~~ ~~~~~------ BOUGANVILLAE __- _ __ _ _ @3 C/C J-0------ ~~~~1~~~>- ~~~ go~~~~------I _ ACACIA -- - - pG - - _ __~~~~~0 AURICULIFORMIS I ------~~~ ©3M C/C 'I PLAN (b) of: 1 UC PKG:CV-A.TCS: IUC. CH-43.2-44.9 CONCENTRICWIDENING URBANSECTION ROAD LANDSCAPESECTION: 42-49 ASoerae R°pontotionbl = .51 on each side| -Qr1 N ^ HI91yH AMUM Of hIk IES INDEPENENT E RONMENbTAREE 11 a Y OO D' s e 1) o01e 1,eIre i in,t.SuWi1 bo Od|1)N. .iiu 2.n2.Of.PI.A.d. orw . n, n 2) Mtse,.ae ir ob r_o .d .oe{b. .p.MWd PytilPi SO.. AA.U . | 1l 1 L _ L . ^sez 011hem -e. eitr0 sWoCeis cdo00e. 21oi.ntn. nd ooi-t. Of llennor isdeseted twoii.i,n -'mm".nn.. in, W. is . Rbin. ho-srA eWi-if.n!|n LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1UC-b(Urban) LandscapeSection: 42-49 DesignChainage for TCS:43.2-44.9 Length (m): 1700 Average ROW available:60m Spacefor Plantation: 6.5m Both sides Beyond Spacing No. of No of Turfed North Daylight species m cdc) trees shrubs area (m2) ______Lne______Syzynium 1st row cumini 12 142 ______cumini ____ 2nd row auricuciforrnis 3 567 South Beyond Dayl it Line 1st row Syzynium 12 142 cumini ______ 2nd row aunculiformis 3 567 Median 15m)Median _ _ _ 1strow BGuganvillae 567 2nd row 3cuganviHae 3 567 Total Section , .. Total Syzynium 283 ______cumini Total Acacia Total auriculiforTnis 1133 Total Trees 1417 1 ______ITotal Bouganvillae 1133 L_____ L lShrubs T I r 1133 .Total |GSGrass 1~~~~~~~~~~~~~~~~ 1.00m 1.0m I 1 SECTION (a) of 1 RA --____ ELS -- _ I 7ITKLr i I , >11 BOUGANVWLLAE ~K7--- 0------i-- - ) t XT 00 , 1*.W .- I 4 | - r_BAHUNIAPERPURIA } 11111___ i T TAMARINDUS NDICA 00 @~~~~~~12MC/C -- *--- ~-----00CSIANDS -00~~~~7 ------ --- - _ _ _ ASANDS | ~~~~~~~PLANMC I RA 6-00liS 1*vwra.c nlFl titw*e 1n__ ! ¢ I || ~~~~~INLtCNIPENTWOR1ONMENTALRLE@4tW 1 l | D-7 I 0O lNslt _> ) Nso tree es to L. pbmoo .4"fti Z vr- of 1S. ,Lif A>lVdos ~8hsk A PVL LbdL q ) - 'o 0b LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1RA-a(Rural) LandscapeSection: 0-32 Design Chainagefor TCS:21.1-21.3,23-27.8 Length(m): 5000 AverageROW available:56m Spacefor Plantation: I-m Left 19m Right North Beyond Species Spacing No. of No. of Turfed Daylight Line _(@e m dcfl trees shrubs area (m2) 1st row Tamarindusindica 12 417 2nd row(23.075 23.325,27.27S 3 167 27.525) Tecomastans South Beyond Daylig t Line 1strow Tamahndusindica 12 417 2nd row Bahunia perpuna 3 1667 3rd row Cassia nodosa 3 1667 3rd row r anuniaperpuna. 3 1667 Median(Sm) Median 1strow Bougamvillae 3 1667 2nd row -ouganvillae 3 1667 TotalSection . Total Tamarindus indica __ __ 833 Total Bahunia pepuria_ 3333 _ Total Cassia nodosa _ 1667 . Total Tecoma stans 167 . Total Trees . 6000 . Total Bouganvillae 3333 Total Shrubs 3333 r 7 4 ~J50{ ,4. |~ .51|m 7.25 | 5.oom l 7.25m 11O 85 rj 1.00m 3.Om 1.OOm l.OOm 1 OOm SECTION (b) of: IRA nL - 1 -- :- r I~----@ 3 MIC/CBOUGANVILLAE E9 __ -_I ___ - - -- _ ----t------I - 3M C/C ______1--- 13--______--- 4 _ <___ --- 0- ____i__ = =AZADIRACHTA INDICA i12M C/C - . ------i---- -ee --- i----t--- - IT~~~~ -. ~~~~~I -o T------ _ -- -* ---- i - -e4------ E o ------_ -ee ------ ------r----G------ U ---- i---- -G i … … ------1I---- -GO- ---- t---- - . PLA .b o f: IR -. -- '----- *------v'i-b-e--4- verage RW PLAN (b) of: 1iRA (DO _KEzRi . |GRAND TlRUN ROD IAPRO VBN P _ A O k j j *~ INDOEPENOENTEW9IONMEI4TAL REvIEW L I . O O 'te') No t- is to be olooted .ittiu 2-5ot of aot s .nqloe PiislNlm Le Su AitW Lq L. 2) t-t. -er 8 ode y'- o cbb.f 4t c 00ebe . re Cd t M dS0A01 LeSo |1 r$ .0 sP00CyeW 0s 00 S ..ys bltn'o,hed s 0eiret-r | _- __ W LANDSCAPEPLAN FOR PACKAGE: 4a, TCS-1RA-b(Rural) LandscapeSection: 0-32 DesignChainage for TCS:21.7-23 Length (m): 1300 AverageROW available:42m Spacefor Plantation: 3m Left Beyond Spacing No.of No.of Turfed North DaylightLine SPeces (@m c/c) trees shrubs area(m2) 1strow Azadirachta 12 108 South Beyond Dayli ht Line X 1strow Median(5m) Median = ______1strow Bouganvillae 3 433 ______2nd row Bouganvillae 3 433 Total Section Total Azadirachta 108 - ______ind ica______Total Trees 108 Total Bouganvillae 867 Total __ Shrubs 867 r j 1150 Jm _l Om. lTI 2t . 500m1255m l 11,.30- 1.5011 .OOm l.OOm l.2OOmL, l0 SECTION (c) of 1RA - j -I - o __ o E e XBOUCANVILLAE PL }~ - - -3@m U ~ ~ -- C/C gt f~ t--- ~ -----~~~~~~~~~~~---- clt ------ii ------ - i- .s H¢.-~- ______-____-T Zi0 0 - TAMARINDAS INDICA t: t S ______b0¢ ____ 4 - O12M C/C - *.t -- t-- _ ___ 90- _-- - -)-- - -~------0-0- - 1-I +*~~~ - - 99 ------_I~-0 CASSIA NODOSA -. . 9. ------©3M C/C .+ 7- ,------0------+…to ------G-AVLLEAOBU--T - -- ,------~~1 -- -…------0~~~~~-----<_+_ ____ aoce___4E0 3 / ------eGRAVILLEA ROBUSTA --~~~~ - 111------1111i PLAN (c) of: 1RA Pi (33gzouwcwo GRANDTRUN ROAD 111UM ANT PROJCT 1R~ A1b fid [ES INDEPENDENT ENIRONENTAL REVIEW KM 3@"/¢°wczs~ - -- 1 t-ic 0 0 CC_ s-hs "00 1) tto re ;- to o* olot.d AihiL 2.5.r of aM Aoo ewig tr - 8OEAWIM PVL Ud.| 2) tr -te n- wondtr t. rouwoI t..... to b.00 Otnad twitrs0 '00; ont onor *qtro sm. Is UN oico o-loo, t, oq*4ld ".r,er W1 E111I _ I.. ,0 - . ovIostA. u otheorite ,Scfid. _ _ j t --. LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IRA-c(Rural) LandscapeSection: 0-32 DesignChainage for TCS:21.3-21.7,12.15-12.25, 45.2-45.9 Length(m): 1200 AverageROW available:62m Spacefor Plantation: 11.3 Both Sides Beyond Spacing No. of No. of Turfed North Daylight Species m c/c) trees shrubs area (m2) Line ______1st row Tamanndus 12 100 2nd row Cassia nodosa 3 400 Gravillea 3rd row Robusta 3 400 South Beyond Da) ight Une X _ 1strow Tamarindus 12 100 2nd row Cassia nodosa 3 400 Gravillea 3rd row Robusta 3 400 Median (5m) Median ______1strow Bouganvillae 3 400 I2nd row Bouganv3lae 3 400 TotSection _ _ __*_= _ Total Tamarindus 200 I______zindicar _ !! ______tTotal Cassia nodosa _ 800 Total Gravillea 800 ITO __ |Robusta L _ E = Total Trees rT 1800 . Total BouganviNlae 800 Total Shrubs _800 F-______ SECTION (d) of: IRA -- F 001 r - >>L--7 i -- _BOUGANVILLAE ______----@ -- 3M C/C IL * - - e-0-~~~~~~~~~~~~~~~~~~~~~~ -I I- BAHUNIA P.RPURIA _ _ T < t M o , @~3M C/C -.------ -- - . - TAMARINDAS INDICA ~t e<>We > .- - @ 1 2M C/C ------t_ __7 _ >_ - . - .--- .CASSIA3M C/CNODOSA ------… 00------t ~~0000 1- ______------J-_------_ PLAN (d) of: IRA RURAL SECTION PKG:IV-A, TCS IRA, CH-32.8-37.1, 38-38.9 LEFT SIDE WIDENING Averoge ROW available olt | | ROAD ROAD LADCP~~~~~LANDSCAPE SECTION:E N3 32-42 2SpaOce for plantation = tIm.l,n9 arnon leftright 11~~~~~~~~11 NilofnwdpREcNE|ysiiodI Of 'Sa~ `__-t GRbDTW1RL ROAP0J MRNEIME PROJECr r f __Mtd | || INDEPENDENTENVIRONMENTAL REVIEW | I 100 '~' ~ ¶3 No '* 40 bO ptON.fO...isN.Sl 2.& or ..Wi q t* ML U inqAes St AdsNt . Ud. 2) A 51WOdO i-s, o0a w nlero oft ,e-e to emrlt *Lr.e -h- .r eto.tro 9.. is o'ioe..4 or .Ied .tre. I H- 5 _ A I )tss woce o.is oa boe. nt.eS oth.iSe pis tIf . LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IRA-d (Rural) LandscapeSection: 32-42 DesignChainage for TCS:32.8-37.1,38-38.9 Length(m): 5200 AverageROW available:56m Spacefor Plantation: lm Left 19m Right - f~~~Tamanndus ISt row lindica 12 433 South BeyondDa)ylight Line 1strow Tamarndus 12 433 2nd row Bahunia 3 1733 3rd row Cassia nodosa 3 1733 3rd row Bahunia 3 1733 ______perpu na _ _ _ _ Median(5m) Median _ 1st row Bouganvillae 3 1733 12nd row Bouganvillae 3 1733 Total Section i _ Total Iai, manndus 867 indica Total Bahunia 3467 perpuna Total Cassia nodosa 1733 Total Trees 6067 Total Bouganvillae 3467 Total Shrubs 3467 0.,lX 06, n - o l ,n. .1'Sl . 00 SECTION (e) of: IRA ------0 0 ----- 7 ----- . . BOUGANVILLAE -L -_ 00 __- -- @3M C/C ------0-0 ---- ______.______- . TAMARINDASINDICA _ . -00---- ______----- _12M C/C - --- -* ----- 00------_ -.- -0------ - -- *-*~- - e------ -~~~~00 ------ ------0 -- --- * -- - - 00 ------* -- *------ U900-N.-0H0- PLAN (e) of: IRA.. -* f-df 1-00 0 0 t~- ;*t-b. J.A -- t 2----- 00--t~qL odst odhAaN -. , p--*- .b- . .0 0-h.~ _-00 -- he n. md - -. PKG:IV-A, TCS. IRA. CH-21-7-23 R1GHT SIOE WIDENING RURAL SECTION Averagie ROW avoiluble =42m ROAD LANDSCAPE SECTION: 0-32 Space for plaintation = 3rn on left s~~~RA LNSCAPE SOECTENON032Aerage @@~~~~~~~~~~~~~~~~~pc ROvW_-ilbl =42m; = f'r pl_taio 3m onlf 2 .- -e 1. t .. E00 - Hl O0" O~ _ ws-)Nlo I'. .s to to clo.Od .thh 2 5' ol a .tq0o. FIb 1 Lea Mma; thgl A. ;ls Lteod.c mtonss~~~~~~05 000 .. tror *pOlj0 h 0o00Ot , 0' Weodhe1.0 _ le11 tDOo. h o.iIttO. 000000 I _ _L 4vt olh.rwot *xiteJ.oe d. _ . LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IRA-e(Rural) LandscapeSection: 0-32 DesignChainage for TCS:21.7-23 Length(m): 1300 Average ROW available:42m Spacefor Plantation: 3m Left Beyond Spacing No.of No. of Turfed North Daylight Line Specie (@ c) trees shrubs area(m2) Tamanndus 1st row indica 12 108 South Beyond Daylight Line 1st row Median (5m) Median _ _ _ 1st row Bouganvillae 3 433 2nd row Bouganvillae 3 433 TotalSection Tamarndus 108 Total indica______Total Trees 108 To_____X TotalShrubs Bouganv|ae 867 TOtal Shrubs ______1__867 _ _ _ _ 4OFN 0n| 7.25 7 1T1~,Lt 1 .65m 1551!2 SECTION (f) of: 1 RA E' _r BOUGANVILLAE Eq ------______@_3MC/C --- - - 0-0---- _ _ _ ------~ ------} r --- - - _____. t- SYZYNIUM CUMINII ______-t - -0 }t- @ 12M C/C ------* - ----… - -0------ ------. ------__I L _CASSIA NODOSA -~~~~~00 __ ------__-- - AURICULIFORMIS - - 00 ------I----- A---C-A -___~------_*_00 __-______---39> --- O3m______7TAURCUU__~C/C t- ------J00DL------_- It PLAN (f) of:II 1RA PKG:IV-A, TCS: IRA, CFI-41.7-42.75 LEFT StDE wlOENING RUJRAL SE 'ION j ~~~RO,NDLANDSCAPE SECTION: 32-42 Average ROW av toilble -1 50m o ih 1'EMM- pi-i IDWNWK-H0-i- "-a I | ||1 INDEPENOENTENVtRONMENSAL REViEw |-7 l tAtI a c-smmo.. itk '2.5- .1--At U M ' SoOAs lt LJ -n21 - 0tree, . -lo he o_e lrASSlV~~~C 11 wher ewe e.t,o srPas ih cwilete. or deeletd hfwheee 1-1l_* s |- ,PLAN (| wciid_of :- 1 PAth.wi- LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1RA-f (Rural) LandscapeSection: 32-42 DesignChainage for TCS:41.7-42.75 Length(m): 1050 Average ROW available:50m Space for Plantation: 11.65 Right North Dayliht Species Sping No. of No. of Turfed Not aLinht Scis (m c/c) trees shrubs area(m2) South Beyond Dayl ghtLine Syzynium 12 88 I1st row ccumini 12 __ 2nd row Cassia nodosa 3 350 Acacaa 3rd row auriculiformis 350 Median(Smi Median _ 1strow Bouganviltae 3 _ _ 350 12nd row Bouganvil ae 3 350 TotalSection _ _ Total Syzynium 88 cumini Total Cassia nodosa 350 _ Total Acaca 3a Tatal |auriculiformis 350 Toa Trees ______788 _ _ _ Total Bouganvillae j 700 Total Shrubs |1 700 IF--s 1.~~~~~~401.l- 4.C2ooCLr7,5m 5.OCm5Q 725m, IS|It 1.01,I3n 10 R;ghtI of W y L1 t11.3Cr,1 0 so1 SECTION (g) of: 1 RA ------ ------ - - / - BOUGANVILLAE - r -,- r- @3M - C/C ------LN-- (q of:-1-RA ROAD- ANDSCAPfSEITION: 49-65 Avera9ef R°WSYZYNIUM CUMINII - -- ~~~ -II.-- CO------@12M C/C - - ~~~~~~CASSIANODOSA ---- - O------ACACIA - - I-- - - 00 - -> - ~~AURICULIFORMIS - ©~~~~~~3MC/C ------G- - { mh ~ ~~~------ PLAN (g) of : 1 RA PKG;IVA, TCS IRA, CH-63.1-65.0 CONCENTRC WIDENING RURAL SECTION ROAD LANDSCAPE SECTiON: 49 65 Average ROW avo~iabIe =60Om Space for plontation = 11.3M on eachsd ullef- i "O Nai I AJ LdIeftOf Ifld )Sora/o"MICAL QRND IRUI ROAD APROVAET PROECT unI II ,-US *E | INOEPENDENT ENVM17ONmENTALREvEW Ii 0_ 10 0 45 I I) N. te i oIbe pbl.rrt.d itlhe 2.5r o. ' LirlinSm 1os8ulh Ad Pe U.Ut A 2) A -t.ee .r.- er-d -ter to.sof tree I be .o ed INA, e C.IW15 s|re .sI,o.pot. i. ibble. u dl.td "r II _ _ l | l~~~~~~~~~eJs ,po Beyond Spacing No. of No. of Turfed North Daylight Species (~ m c/c) trees shrubs area(m2) ___ _ _ L ine______1st row Syzynium 12 158 cumini __2____ 12nd row Cassia nodosa 3 633 _ Acacia 3rd row auriculiformis 3 633 South Beyond Da light Line 1st row myzynium 12 158 ______~ _ ~_ _ cumini______2nd row Cassianodosa 3 633 Acacia 3rd row auriculiformis 3 633 ledian (5m Median I st row Bougamillae 3 633 2nd row 3ouganvillae 3 633 Total Section Total Syzyrnium 317 Ttl cum ini______Total Cassia nodosa i2o7 Ttl Acacia Total auriculiformis 1267 Total Trees 2850 . Total Bouganvillae _ 1267 Total : Shrubs 1267 7-~~~~~~~J 1 7.25w cr.oOOr -25rr t 17. 65m lsol|m SECTION (h) of: 1 RA E E----l-A --I ~~~~~~e 1l_ 8OUGANVILLAE Ei- _ 3M ____C/C __2~ ____ - ______-ee _____ F 5 CASSIA= r-~ NODOSA t i___ 0 ___ °0------4 _ @3M C/lC I_____ |___- __ BUHINIAPERPURIA l ______; '~ ____ _ 03.,____=0M C/C _i ~{ TAMARINDAS l ------0 - _- A-- t-- I 4 h.--~~--00-- E- -- -t - X-- PLAN (h) of: I RA PKG:IV-A. TCS: 1RA, CH-49-50.60.8-63.1 LEFT SIDE WIDENING RURALSECTION Average ROW available =64rn ROAD LANDSCAPESECTION: 49-65 Space for plantation = lm on left 1725m on right GRAND,TRUKROAD NEMENECr i N WES5 INDEPENDENTENONMAOENTAL REVIEW I I N1_ O-S-O S 1 Nm no . o to olon IIIIII]______c 2n5f on-. 9 L MbS a Aa PV LA__LIII 2) Anl.not* b- .. .ocOter of to-s .0 to b. W-1o.d | fficasskw< w he esr Apoi W.c- lob'. nNt .r dale d toL ASoCNCflw 5DOce ~~is nl vlbohte piFM=l - LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1RA-h(Rural) LardscapeSection:49-65 DesignChainage for TCS:49-50,60.8-63.1 Length (m): 3300 AverageROW available:64m Spacefor Plantation: 1m Left 17.25m Right Beyond Spacing No. of No. of Turfed North Daylight Spce Norh DLineg Species (@m cc) trees shrubs area (m2) South Beyond D ylightLine 1st row Tamarndus 12 275 ______.2nd row Cassia nodosa 3 1100 3rd row Bahunia 3 1100 perpuna 4th row auriculiformis 3 1100 ledian (Sm Median __ 1strow 30u.ganvillae 3 1100 2nd row Bouganvillae 3 1100 Total Section . Total Tamarindus 275 ______indica .Total Cassia nodosa 1100 Total Bahunia 1100 ______perpuria _ = Total Ttl Acaciaauricuiformis _ 101100 Total Trees l 3575 ______Total Bouganvillae ___ 2200 Total Shrubs __|_I__ 22Qo 1. 1L 14.30rr~ 50 I4.00J 1 5Ir 63L 5311 fOOmRqhl of Way 1' SECTION (i) of: 1 RA F ~ ~~ ~--- ~~~~ BQUGANVILLAE -- - - eta-- _-----@3M C/C * -- J------… ~ ------I- --.- - -- ~~~~~TAMARiNDASINDICA - - - I - -. - -- -- @'12M C/C ------4…-… -- - - (O3 s g - n --- : - = I- _ C______UIUIOi I I _4-- -- -- I.- i-- --- … --- -00 ------AU-U-F R i ., _ I I ~LA 1 o : IP . = ,,,|a^EvwzErcr I H_baIn EtX IS N EU1QOtUUP tV jPN0 _I IN PN1N ERNUNAL.E 2) N.I .. ,I,…-60MUHL4AM4~~k=I} - . " I ~~~i. kh__p _i_ ROADroeLADSAP re odrs SC IrON:49 l e6 Spacet fo o1rtto =_ 143m on Asleftr GRN IVLMrrpROADi ilrAPR,w OVEbiT ,jtfJECT i AuwxyOf_r LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IRA-i[Rural) LandscapeSection:32-42 DesignChainage for TCS:4949.2, 50-56.5 Length(m): 6700 Average ROW available:64m Spacefor Plantation: 14.3m Left 6.35m Right Beyond- Spacing No.of No.at Turfed North Daylight Species (@m c/c) trees shrubs area(m2) Line ______1st row Tamanndus 12 558 _2nd row Cassia nodosa 3 2233 Tamarindus 3rd row Tnma 3 2233 South BeyondDaylight Line _ 1st row Tamadindus 12 558 Acacia 2nd row auriculifonnis 3 2233 Aedlan (5m Median _ I st row Bouganvillae 3 2233 2nd row Bouganvillae 3 2233 Total Section Total Tamanndus 3350 Total Cassia nodosa 2233 Acacia Total aurculiformis 2233 Total Trees 7817 . ;______|Total Bouganvillae _ _ 4467 _ TOWal Shrubs L _ - - 4467 r 7.5 7.5m,,, [Dl 1.50m, 1.20m 1.50m SECTION: 1RB (a) _- - --.- TURFING -- -- _------…- - - :-- -- -? - -- … ------ 4------. i- I------… -I.- -…------ -- J -- … ~ ~~--- - - . ------~------… 4--- -1------…--- ------L PLAN:I iRB a PKG:IV-A. TCS: IRB, CH-47-47.65 CONCENTRIC WIDENING RURAL SECTION ROAD LANDSCAPE SECTION: 49-65 Average ROW available = 19m Space for plontation = none GRANDTRUWROAD IMPROVEMMTf PROJECT ~~~~~~~ ~NDEPENDENT EN'ARONMENTAL.REVIEW O0 OCO.S ooe ) No ,t . IoDe . PIadInqp4ooId .n 2) Alto.o.e 2c 5of5 I n ree .. ie-a 4 ft tove of to-ealoDe40kOM 0_ ova' Lm AS.ad South ANPA tUL rcssa;er IhwD GAw ero-fw; ._xr4eceisovizb, dlve 0 m ~ a taovaa ;.baaoaalaaa adetd LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1RB-a(Rural?. LandscapeSection:49A5 DesignChainage for TCS:56.5-57.8 Length (m): 1300 AverageROW available:64m Space for Plantation: 14m Left 5.5m Right Beyond Spacing No. of No. of Turfed North Daylight Species (@m tc) trees shrubs area (m2) ______Line 1st row Syzynium 12 108 _cumini 2nd row Cassia nodosa 3 433 Bahunia 3rd row perpua 3 433 South Beyond Daylight Line 1st row Syzynium 12 108 cumfini______Acacia 2nd row auriculiformis 433 Median 1.2m Mediann=t1 ______G rass ______1560 Total Section Total Syzynium 217 ______cum ini _ _ _ Total Cassia nodosa 433 Total Bahunia 433 perpuria ______Total Acacia 433 ______aurculiformis___ Total Trees 1083 Shrubs 0 Total Grass I 1560 I.iol 140.,, B5.n t2Dn1 SECTION:1 RB (b) t- -=- - -- - ------SYZYNIUM CUMINIL -.-. __ -- . _ _ ___ 0 d X r __ @.312M C/C -- -- =____~~ ------AsaNDs - -I- - -. - ~~~~CASSIANODOSA .1 -. @~~~~~~~~3MC/C ------. ------BAHUNIA PERPURIA ------@3MC/C _ L- - …------_. - -_ -- - - .~~~~~~~~- -.------TURFING -*------*------…----- 471-. ~~~~~~~~ACACIA - I ------~~~~~~~AURICULIFORMIS ~~~~MC/C PLAN: 1RB (b) PKG:IV-A, TCS 1RB. CH-56.5-57 8 RIGHT SiDE WIDENING RURAL SECTION ROAD LANDSCAPESECTION: 49-65 Averoge ROW avoilable =64m Spoce for plantotion = I 4m on left 5.5m on right ~~~~~~ GRANDTRNKICROAD IMPROEIIIENT PROJECT NdAHI W W*iad~Of hik INDEPENOENTENVIRONMENTAL ?RE9IEW 0 W -0, Nomb 1) Na a1 to 6-. PIM. -Aha 2.5,.. f n..uqta ' b LaMAasM UM* AinbPALL~ 0sles~ IL-.4 _th ~ 2) AM.Ica.~~~atl _ 1,-l ad . ~0-ft t.,a a. 1 naa apwInnto b. d I _m-in= a . LI& r=~~~~~.e.n aalaca I a,ea10 a.r de ia wh,paur11I. . LANDSCAPEPLAN FOR PACKAGE:4a, TCS-IRB (Rural) LandscapeSection: 42-49 DesignChainage for TCS:47-47.65 Length (m): 650 AverageROW available:1 9m Spacefor Plantation: None Left Beyond Spacing No. of No. of Turfed North Daylight Species m cc) trees shrubs area (m2) ______Line______ South Beyond Dayight Line _ Median (1.2m) Median ______Grass 780 TotalSection Total Trees ____ 0 _ Total Shrubs I _ 0 Total Grass X______780 2s03.501 8 J5mil5s 7.25m 7.25m 1 13.20m, I OOm 1.00 1.20m 1.00l l.OOm SECTION: 1 RC - -- -a------E-~ ~ ~ ~ ------7------ r - - -r - --- - t--z- ____----~ ~ ------_____-______to------9 - ------71------___ _ _ t- --- --n== -rSYZYNIUMCUMINII @12M C/C E; _ I CASSIA NODOSA I ©~3M C/C --- ~~~~~------AAI __ _-_ __ ------... - __4 I AURICULIFORMIS -- . --- -* I -~I, _ 3M C/C ------e------I------+_----_ ____ z )'_------__------TURFING -- …I.-- . .- …~ ------…- - - - -- .-- … r -- - -…~~~ ------…--- _ __ - -_------ PLAN: 1RC RURALSECTION PKG:IV-A. TCS: 1RC, CH-45.9-47 LEFT SIDE WIDENING Average ROW Gvailable =6Om ROAD LANDSCAPESECTION: 42-49 Space for plantation = 3.5m on left 13.2m on right (935uEK PGRAHlRUNK ROAiD111111TME PFtOJECT H ~ Auft*°f _ IKES oz3O |DEPENDENT ENRONmENALREVIEW N| [ | 2z!=Gftn TI ~ hee.~mlw )Mee)N. I- qe,bedeiei.I b. oos.d" .th.~blb 2.5.1 f na- q ,ntde.t"I "111.1P16 LeeA.modsb SoUth ___ e C e * .Hl. ||1t ,, _ h Ask PVt.Ud co-_ | o WS$ |OC* IS oiOt4. Aoi, efr , %nlttfidSspecI d _||___ | LANDSCAPEPLAN FOR PACKAGE:4a, TCS-1RC(Rural) LandscapeSection:42-49 DesignChainage for TCS:45.9-47 Length(m): 1100 Average ROW available:60m Space for Plantation: 3.5m Left 13.2m Right Beyond Spacing No. of No. of Turfed North Daylight Species m cic) trees shrubs area (m2) Line ______Syzynium 12 92 1st row cumini South Beyond Daylight Line _ 1st row Syzynium 12 92 cumini 2nd row Cassia nodosa 3 367 ~~-~Acacia 2nd row auriculiformis 3 367 Median (1.2m Median . Grass 1320 Total Section_ Total Syzynium 183 cumini ______Total Cassia nodosa 367 Ttl Acacia36 Total aiuculiformis = ___ = = Total Trees 917T X Shrubs _0 _ Total Grass 132C Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project Appendix11 FJoiseMitigation Locations Side of Name of Distanceof building Distanceor Sizeof Chainage the road institution from Carriageway Boundary wall from building B(m) No. of storeys Mitigation Proposed (m) Carriage Way (m) x L (m) Boundary wall of the receptor shall be 12.200 South Hospital 24.2 10 19.5 x 19.7 Basement, G.F increasedhe outer wallsto 5.5m to beand double openingsglazed. in _ - ______(NM-4A-1) Boundary wall of the receptor shall be ncreased to 5.5m and openings in 19700 North School 36.5 No Boundary wall 13.0 x 5.5 Single stoned the outer walls to be double glazed and plantationalong the RoW for a distance of 100m on either side of the _tructure. (NM-4A-2) Boundary wall of the receptor shall be ncreased to 5.5m and openings in 23.200 North 33.2School 23 1 0.0 x 7.0 storied he outer walls to be double glazed 23.200 North School 33.2 23 10.0 a 7.0 ~SingleSinglestoried and plantation along the RoW for a .istance of 10Wmon either side of the structure. (NM-4A-3) Boundary wall of the receptor shall be ncreased to 5.5m and openings in 27 400 North School 28.65 28.65 48.5 x 31.8 Sinjge storied he outer walls to be double glazed nd plantationalong the RoW for a istance of 100m on either side of the structure. (NM-4A-4) Boundary wall of the receptor shall be ncreased to 5.5m and openings in 27.400 South School 22 No Boundary wall 4.0 x 30.0 Open School the outer walls to be double glazed 3nd plantationalong the RoW for a istance of 100m on either side of the structure. (NM-4A-5) 28.500 South School 31 10 10.0 x 21.0 Single storied he structure being temporary, no itigation measure is proposed 3oundary wall of the receptor shall be 31.400 North ollege 5 5 16.2x27 Single storied ncreased to 5.5m and openings in heouterwalls to be doubleglazed. NM-4A-6) 3oundary wall of the receptor shall be 37.900 South School 52.5 40.5 6i2 x I14; Single sto.ed ncreasdo 5.5m and sound 4.7 x 4.7 nsulationon all sides of the structure. NM-4A-7) 38.600 South School 19 No Boundary wall 6.5 x 15.0 Single storied tigationrueasure is proposed Appendix12 Table of ProposedBus Stopsalong GrandTrunk Road S. No. Location Direction Settlement Design Prepared 1 317.500 North& South Parsupur Typicaldesign drawing No.T - 33 toT - 34. Typical design drawing 2 319.000 North & South Mohanpur No. T - 33 to T - 34. 3 6,500 Noith & South Rampur Typical design drawing _6.500 North & South Birokhar No. T - 33 to T - 34. 4 t12.0004 12.000North&SouthNorth 8 South Typical~~~~~~No.T- design 33to Tdrawing -34. 5 19.500 North & South Industrial areaof Typical design drawing Kalanya No.T - 33 to T -34. 6 21.000 North & South Mughal Sarai Typical design drawing 7______23.00 ort & out Gaj Kwaj No. T -33 to T -d34. 7 23.500 North& South Ganj Khwaja Typicaldesign drawing 7__ 2350 Nrh&Suh Sharif No. T- 33to T -34. 8 25.800 North & South Jhansi Typical design drawing .. _____ No.T -33 toT -34. 9 28.150 North & South Jagdish serai Typical design draeang -LeaAswJats K2C-7I Environmental ManagemnentPlan - Package IV A Grand Trunk Road Improvement Project S. No. Location Direction Settlement Design Prepared No. T -33 to T -34. 10 31.000 North & South Chandauli Typical design drawing ____ 3100 Nrh&Suh Chandauli No. T -33to T -34. 3.0 r SudTypical design drawing 11 32.500 North & South Chandauli No. T -33 to T -34 & South Nars.ngh bigha Typical design drawing 12 34.000 North & South Narsingh bigha No. T - 33 to T - 34 Typical design drawing 13 37.500 North & South Sheouka _ No. T - 33 to T - 34 Typicaldesign drawving 14 44.200 North & South Nr. Naubatpur No. T - 33 to T - 34 Sth Kamrasha Typicaldesign drawing 15 48.500 North & South settlement No. T - 33 to T - 34 Dhanada Typical design drawing 16 53.800 North & South Mehmoodganj No. T - 33 to T - 34 17 64.500 North& South Kh,urra Typicaldesign drawing ______I No. T -33to T -34 Appendix 13 CulturalProperties Identified for Typical Enhancement S. Location Dist From Side of Paving(T-27, Railing (T-28, No. Type (Ch.) CW (m) Road Type-2) (sq. m) Type-1) (m) 1 Temple 1.900 10.0 South 64 30 2 Temple 4.100 ?10 3 South 26 29 3 Temple 8.400 21.33 South 25 24 4 Mazaar 9.400 8.53 South 18 25 6 Shiv Temple 18.300 23.0 South 12 20 6 Kalaria Temple 19.800 55.0 North 44 43 7 Kali Temple 21.400 5.00 North 42 46 8 Hanuman Temple 22.700 9.60 South 30 32 .; Ashram with 23.300 22.0 North 85 106 Akhara 10 Temple 27.000 21.30 North 42 46 11 Temple 27.400 22.0 North 26 30 12 Temple 29.100 6.70 North 25 35 13 Temple 29.500 13.10 South 43 51 14 Dharamshala 31.100 25.00 North 38 - 15 Mazaar 32.500 12.80 South 31 48, 16 Kali Temple 33.050 28.00 South 22 25 17 Temple 34.700 12.W South 46 45 18 Temple 36.900 24.99 South 22 27 19 Mazaar 38.000 9.14 North 80 84 20 Idgah 44.800 21.00 south 21 - 21 Temple 47.400 19.82 North 25 30 22 Temple 48.600 3 66 South 25 29 23 Temple 53.000 21.33 North 26 37 Appendix14 CulturalProperties Identified for SpecificEnhancements S. No. Type Location Dist. d Drawing Prepared 1 Hanuman Temple 317.450OVRM 25.0Om South Detaileddesign drawing Detailed design drawing HAlinagar temple 28.300 VRM 25.0 m South No. IVA/28.3VRM/4 2 ADinargaharteMaza Dargah Shanf 283.0023.700 MazaarVR 11.27 m South ~~No.DetailedIVA/283VRM/4 design drawing 4 Daga harifTmazaa 23.700 11.27 m South Detailed design draving Detailed design drawing S Mazaar at Naubetpur Bypa s South No. IVAi IgNBdP 6 Temple Complex at Detailed design drawing Karmnasha 48.800 13.0 m South No. IVAI48.8/10 L T cc-aanIaL I c s bL7 Environmental Management Plan - Package IV A Grand Trunk Road Improvement Project Appendix15 ReportingSystem tezane.aLszl 1---1 P', II 7-J Fi/ P-F rr-_17[=Z1 Lea Associates South Asia Pvt. Ltd. LeaAssociates New Delhi i GRNDTUNKROAD IMPROYEMENT 4 PROIECT I ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I C I _ I * acaeI * Desired Monitoring and Repotng Process and Resposlbilila Contractor onupwltant ______Proje Unt fONHAI (Centre) WodBn Sto Of Fo_o con.tC o (SC) P l PU n Unt IIVB)D) Conabuton NO. Ibmrn kr_ismentaton and , ReporIUng oer d Rpto to NH Reportto Dered Target Sheetfor EMP PCI ReporSl One rfn OneTime One time One tini PC2 Reporting for EMP Target MUn Mathly Quajetly WFHYeal Ou HalfY ly Tartinee forTM t PC3 Trtsphotn frt M a Q PC4 Cwmlw Properbr Reloclort Mntl Maf Mnhly Quarbry Quartrl QuMib PCS RdocOmof Bus Stops Mot" MQiiarbil C-t(y Q rWU Qntb 7 Relocation of Ublqaon re Con ~~PC6Crnunily Rermmes lMonthly mmY Montly OuafrleWy Quarlery Quatt1y C Taet Sheet fOr EMP Acbons One Time One bme One tine Taget Sheetfor Rai C3 Landscape One Time One tme One bme TargetSheet for Pdtion C4 Montrn One Trne One tme Onetine Reporig for EMP Acdions C5 Target O TnermFr htly Monthy 1n.1rlel Half Yady Qr Ha Yeal CS Temp itAdsonof Land MonMonthly MAh Quarl Quy C7 BomrowArea kdentitloation OneTWie One Time One Time One Time One Tmne CB Sxy kIdncaonid O une One Tne One Tim ne Tie On. Tine Co Quenfy Idenbln Oneruwne One Tie One nauie OneTine One Tune CIO Seltr up WoFkersCanp One rune One Timne One Tm Time One rune Monthlyas A Per Pntrtion per Quarety as CI1 Polution Moniting MonitorirPlan Daity Sdioe secridy per adtedule HygieneReportg at Swpule C12 Conaudbon Cwmp _ Wead Dmily M y didsheuets WaterRequired for C13 Conatndion W W edy Wo Monthly outam Hf Y y Ou Ha Yearly C14 Dust Supprmon at StodCYwd. On* Datf Us -Mof Quarterly WYe& Qub HW r^k 6 ~~~~~~DustSupprsin at 130rna T~~~~~~~1Ares Dey Daly Mnhy Mol Qual HoHYyow Qum4w Hawye"1y Dust Suppresionat C16 QuyCnnther SHes Davy Daily Monthy Motty QuyrbedyHa Ye Haf Yealy C17 do TwdoLn Partial uey Oner Daly mm" Quar _yHo Ye Qu bdy Ho OC8 Ta ary Diversion OneTi Daly Mony Quare Qury HH Yerly Qu Holf Yearl Summary CiS Mdtgation/Enhamrents Month Frih M QrthibQuarflye Quarterly YL e Yearl EnhacarnntlullgaionOf C20 C2MnFog Mhrty F y > MonQt Quauart e d Yedy Qurerb Half Yeady L ~~~~~Enhanenta6on do_f C21 Water Bodies Mmn"y FrMighty M uarley* Quarerly Yeady Quarb1 Hof Yearly Enhanemrnt of Road C22 jundion. Mrxbel ForiNghly bYt Querly Quaedyy Y Quter!y HFlfYearly Enhancenent/Mtigation of Bus C23 slops Mon" FortnighVy Monthy Ouartedy Quarax Yearly Q Hal Yearly Reportingfor RoadSide C24 PlmtonkrMonthi FortnighlfY MIv Ouly Qrrtety YeaE Ouey Ho Y Survi Reportingof Road C25 Side LadsCapng Mont Morhly Ourly ouaQwle Qurmtrtl Yeady Quarbdy HalfYearly SurvivalReporting fr C26 TranspnWtdTrees Mry Montly Ouartedye dyQaruartely Yeany ouaY HalfYearly RedeweopTmentof 8orrow C27 Areas Mont* Monthly Quajry Quartedly Quarterly HaHYearfv Quartes HaHYearly C28 Redeveopmrentof Qurries Monthly M y O dy Quarkly Quarterly Half Yearly Qusrl HaHfYeary Re27 raionof Conatiructia C29 Sites Monttly Monily" Quarlerly Quarelry Quarterly Yeady Qurly HalfYearly Construction §S"ge C30 Disposa odConstructon D weedyWbri Qay Monthly Quartly uary Yearly 2urty Hal Yearly Target Sheetfor Pollution 01 Monitoring One u One bme One Tirm SurvivalReporting of 02 Translaned Trues ouarerle Qurrterly Yead Ouarterly Half Yearly SurvivalReporting for Road _ 03Side Lndsape C_usetoud us Quaeeerly Quartedy Yeady QOutSbRy Han Yeag s..onS Fe 4 IPoidion llonilrxis Mronitoring Plan Seasonaly Yeary Veady IQutd * 1~~~~~~Nf:Supnaviin Cortsuls* woLdd use the same formsatrof the conadcor to SC forRe GRANDTRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING Pre-ConstructionStage Reporting by PIU to CNHAI 0 Contractor-- SupervisionConsultant- Report dtd- Package- PCI: TARGET SHEETFOR EMPACTIONS REPORTING (Reportingby PIU to NHAi (Central)) Pm-ConstructionStage: Quarterdy Reportf Date Month Year Targetsfor Activity S.No Pre-Construction Responsible Time Schedule (to be Activity Agency Physical Financial completed by dd/mmlyy) Unit lacs Site Clearance I Tree Transplantation nos 2 Tree Felling _ nos 3 Utility Relocation = m _ 4 CommunityResources - Relocation nos (Signed) Project Director Tree Transplantnatbon Plan containing. Annexur 1- List of Trees to be transplantedincluding-large, side of road distancefrom CW of each tree to be transplantedand locationat which it is proposedto be transplanted. Annexur 2- List of Trees to be felled induding chainagepackage, side of road and distancefrom CW of each tree to be felled. Annexur 3-Utility RelocationPlan containing List of all Ufilitiesto be relocatedinduding chainage,package, side of road, existing distancefrom CW and proposedrelocation site details. Annexur 4-Location specific,package wise list of all communityresources to be relocatedincluding cultural properffes,wells, handpumps,bus stops. I PC2:REPORTING FOR EMAP TARGETI i(Reportingby PIUto NHAI(Central) ) Pro-ConstructionStage: Quartely Report: Date _Month Year Phsical Target Financial Target Completion Target S.No ActJvity Responsible Total Target Target % of task Total Budget Target Dateof Completion Reasonfor AgencyTotal arget Achieved completed (lacs) Spent % used Date if taskcompleted DelayIf any 1 Tree Transplantation nos . 2 Tree Felling nos ______3 Utility Relocation m 4 CommunityResourcesno 4Relocationno . (Signed) Project Director GRANDTRUNK ROAD IMPROVEMENT PROJECT EMP REPORTING Pre-ConstructionStage Reporting by Contractor to SC Contractor-- Report dtd- Package- r ~~~PG3:REPORTING FOR TREEF TRAiNSPLA NTATIONI (Reportingby Contractorto SC) Pre-ConstructionStage: Monthly Report -Date_Month-Year_ Chainage Tree Sideof DistanceCW Dateof Chainageof Sideof S.No (Km) No Road(N/S) (m) transplantation Transplantedsite Road(NWS) Certifiedthat the above information is correctand all relevant information as requiredin attached ProjectEngineer Transplantation(Contractor)' (SupervisionConsultant) CULTU RALVOFtTY KELOILATNIO (Reporting by Contractor to SC) Pre4ConafmctUo Ste Monthly Report at. Monh_Year_ | Date of S.No Chainage a na.Propert PPacka g RelocationDaft of Location1Km) Sd(MSLndSide(NIS) LandLse (mnxmlArea Reastablshmnent (SuervsioConsua I Certifiedthat the furnihed information is correctand all relevantinfomation as required is atlached ProjectEngineer (Contractor)I I ~PC5: RELOCATIONOF BUS STOPSI |(Reportingby Contractorto SC) |Pre-ConstructionStage: Monthly Report - S.No Chainage Side(NIS) dd/lonm Certifiedthat the fumishedinformation is correct informationas requiredis attached ProjectEngineer (SupervisionConsultant) (Contractor) PC6: RELOCATIONOF UTILITY & COMMUNITYRESOURCES (Reportingby Contractorto SC) |Pre-Construction Stage: Quartely Report: Date_-Month Year Physical Task Completion Schedule S.No Activity Responsible Unit C id i Completed in % of task Target Date of Completion, Reasonfor Agency Agency Toalo a PreviousPrevios Quarter Quartercurrent completed Date i taskts completed DelayIf any Relocatlonof Community resources 1 Wells nos 2 Tubewells/Handpump Jal Nigam nos 3 Cultural Properties nos 4 Bus Stops nos - Certifiedthatthe aboveinformation is correct Project Engineer (SupervisionConsultant) (Contractor) *1 01 GRANDTRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING ConstructionStage Reporting by PIU to CNHAI Conrracor--I ss u- 0.1 ir v itss oln (-o- r. S L *~_ ~~~~~~~~~~~~~~~= = = == _ * eLnf x . p q i H\e g ~~ ~~~~~~~~~~otci~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ +- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~4~~~~~~~~~~~~~ Cl: TARGETSHEET FOR EMPACTIONS I(Reportingby PIUto NHAI(Central) ) |ConstructionStage: Date _Montf_ Year Responsible ares for Activity S.No ConstructionActivity Agency Physical me Schedule (to be completed by AgencyPhysical ~~~ddVmmlyy) Unit 2 TernporaryAcquisition of nos sites I Lands for Diversion , 3 TemporaryAcquisition of nos Borrow Areas ______4 Identification of Quarries nos 5 Set up of Constructon camp nos 6 Set up of StockYard _ ros Total No of Site specific enhancements _n_o_s_____ 8 Total no of Typical nos Enhancements 9 Pollution monitoing total 10 Landscaping works Separatesheet for 1 a p sandcape tems jContmactor IC2: TARGETSHEET FOR EMP ENHANCEMENT IMMGATION ACTIONS (Reportingby PIU TO NHAI(Central) ConstructionStage: Report-Date Illonth Year ITargetto be prepared by PIU before Consbuction period AlRAnnexures to beappended voth format ImplementingTartts forActiven t S.NoS Construction ContrActoenr Physkal Financi TgDate Unit 1 Cultural Ptperties Contractor nos 2 Water Bodies Contractor nos 3 RoadJuncdions Contractor nos 6 Bua topr Gos Contractor Tck Laybys _ _ Contractor nos 1 Accesscontrol ates Contractor nos RampedAccess to Cnrco 1 embankmermt Contractor nos StoppedAccess to Contractor 1C Embankment nios 11 Sedimentation Chamber Contractor nos 12 Chain link fencing Contractor nos _ 3 Cascade and Gabion S_u_w_ Contractor nos Barrier tD prevent Garbage ConrctDor 24 dumSingAnos 25 Hand oumdT rpe1 Contractor nos 12 Hand PumpType 2 Contractor nos 17 Hand Pump Type3 Contractor nos 13 Noise Baftier Type 1 Contractor nos 19 Noise BarrierType 2 Contractor no 20 Oil iptercypW Contractor nos 21 SeatingAroLnd bee I Conbractor rios 22 Seatin Aroundtree 2 Conbactor nos 23 SeatingAround Ire 3 C;ontrctor nos 24 SeatingAround tree 4Crtaor nos 23 SeatingAround bee 5 Contractor nos 23 SeatingAround tree 6 Contractor nos 27 SeatingAroun fee 7 Contractor nos 28 SeatinaAround bree 8 Contractor nos 29 Well shafttouchhng ditch Contractor nos 30iWell Shaft withinembankment Contractor nos 31 Well shaft within RoW Contractor nos 32 Canopy _Contractor o 33 WashinoPlafformn Contractoi o 34 Shrine IContractoi o Annexure1 Locationspecific list of all culturalproperties to be enhanced Annexure2. Locationspecific list of all Waterbodiesto be enhanced l Annexure3. Locationspecific list of all RoadJunctions to be enhanced Annexure4. Locationspecific list of all Bus Stops to be enhanced Annexure5. Locationspecific list of aUlTruck Laybys to be enhanced Annexure6. Locationspecific list of afl accessscontrol gates. Annexure7. Locationspecific list of all Rampedaccesses to Embankment. Annexure8. Locationspecific list of all Steppedaccesses to Embankment. Annexure9. Locationspecific list of all SedimentatonChambers. Annexure10. Locationspecific list of all Chainlink fences. Annexure11. Locationspecific list of all Waterbodiesto be enhanced Annexure12. Locationspecific list of all Waterbodiesto be enhanced Annexure13. Locationspecific list of all Waterbodiesto be enhanced Annexure14. Locationspecific list of al Waterbodiesto be enhanced Annexure15. Locationspecific list of all Waterbodiesto be enhanced Annexure16. Locationspecific list of all Waterbodiesto be enhanced Annexure17. Locationspecific list of al Waterbodiesto be enhanced Annexure18. Locationspecific list of al Waterbodiesto be enhanced Annexure19. Locationspecific list of all Waterbodiesto be enhanced Annexure20. Locationspecific list of all Waterbodiesto be enhanced Annexure21. Locationspecific list of all Waterbodiesto be enhanced Annexure22. Locationspecific list of all Waterbodiesto be enhanced Annexure23. Locationspecific list of all Waterbodiesto be enhanced Annexure24. Locationspecific list of all Waterbodiesto be enhanced Annexure25. Locationspecific list of all Waterbodiesto be enhanced nexure26. Locationspecific list of all Waterbodiesto be enhanced Annexure27. Locationspecific ist of aNWaterbodies to be enhanced Annexure28. Locationspecific list of all Waterbodiesto be enhanced Annexure29. Locationspecific rist of all Waterbodiesto be enhanced Annexure30. Locationspecific list of all Waterbodiesto be enhanced exure31. Locationspecific list of all Waterbodiesto be enhanced nexure32. Locationspecific list of all Waterbodiesto be enhanced Annexure33. Locationspecific list of all Waterbodiesto be enhanced re 34. Locaion specificlist of afl Waterbodiesto be enhanced C3: TARGET SHEET FOR TREE TRANSPLANTATION (Reportingby PIU NHAI Centre) IConstructionStage: Report-Date Month Year Location at which Targetsfor Activity S. trees to be Financial TargetDate No. transplanted Physical Total@Cost TargetmDate Km-Km Unit nos /tree Certifiedthat the furished information is correct Project Engineer Contractor (SupervisionConsultant) C4: TARGETSHEET FOR POLLUTION MONITORING (Reporting by PIU To NHAi(Central) Construction Stage: Report -Date___Month Year Targetto be preparedby PIU before Constructionperiod All Annexures to be appendedwfth format _First Year of Constructon- Second Year of Constuction- S.No Monitorino to be complete by- Monoto to be com by- Locations for Rainy lWinter Summer Rainy ]Winter Summer Monioring Season Season Season Season ISeason Season Air Pollution Monitor ng -c 4 _ _: _ Nolse PolluUon Monitoring T_I-1 TTI _ Water Pollution To Soil Pollution MonltorIng a ___I ___ bX c::-Iff 7 _ IC5: REPORTINGFOR EMAP ACTIONS TARG - -S (Reportingby PIUto NHAI(Central)) Constrction Stage:Quartely RePort: Date Month Year Physcal Target Financial Target _ Completion Target S.No AcUvty Responsible Target Target % of task Total Budget % u Target Dateof Completlon Reasonfor Agency Total nwe Achieved compleed (lcs) Spent Date If taskcompleted DelayIf any Unit Enhancementsand Miiations 5 TemporaryAcquisiton of sites/ Landsfor Diversion nos 6 TemporaryAcquisiton of nos Borrow Areas ns______-______7 Selecdon of Quarries nos _ . .____ _ 8 Setup of Constuton camp not 9 Set Ur of StockYard nos (Sogned)irecto IProJectDirectorI GRANDTRUNK ROAD IMPROVEMENT PROJECT EMP REPORTING Construction Stage Reportingby Contractorto Sc 4- * Contractor-- Report dtd- Package- C6: TEMPORARYACQUISITION OF LAND (Reportingby Contractor to SC) Constuction Stage:Quartly Report.Dat Month Year (Se Layoutof all locatons to beattached with format) - ~~~~~TargetDatefor DateOf Locatlon(C Present Isize ExistingTrees Dlst from DIstancefrom Rmrsb S.No item Establishment Esabi[shment HI) LanduseI (mxm) greaterthan Nearest Nearestwater RemIfarkny 8N BorrowAreas __|_)_|_|_(_)30 cm, girth Settlement j Source SCsIfany I BorrowAreas 3A2 _ _ BA2 w _ . I I I -- _. . 2 Workers Camos______-WC2 3 Sbtefor BatchingPlant ______ 4 Site for HotMixPlant HMP2 ______ 5 StockYard______ Certifiedthat the fumished information is correctand ai rlevant InfoRa=n as requiredIs attached ProjectEngineer Contractor (SupervisionConsultant) C7: BORROWAREAS IDENTIFICATION (Reportingby Contractorto SC) Construction Stage Report -Dat__Month_Year Site Layout of Borrow Area and Proposed Borrow Area ReDevelopment Plan to be attached with format Fonnat to be submitted before target date as (decided by PD)for establishing Quarries Borrow Area no. BA Location of Borrow Area (Km)_ _ Package S.No Item Unit Detalls Remarks by SC Date of Borow Area becomingoperational ddlmm/yy Current Landuse No of settlementswithin 500m of BorrowArea os Total Capacity cum No of Trees with girth n more than 0.3 cms Length of Haul Road km Width of Haul road m Type of Haul Road metaUdirt No of settements wifthin _200m of Haul Road nos Size of Borrow Area sqkm Area of Borrow Area km x km __ Quantity Available cum Distof NearestWater T/Prsent Source ~~~ylPresent UselOwnershiD) Quantityof top soil ___removed cum Detailof storageof topsoil Certifiedthat the furmishedinformation is correctand all relevantinformation as requiredis attached ProjectEngineer (Contractor) (SupervisionConsultant) C8: STOCKYARDIDENTIFICATION (Rqffrig by mactorto EC) Constructionsiag: Quarw,yRPpoortat iMo Yer______(Sit Layof StockYardto be atcd wit ftonat Formatto besubmittd beforetarget data (decided by PD)for stockyardto becoamoperatonal StockYardno.SY- 'Locatlonof StockYard(Kin Ppckage- S.No Ibm Unit Deftlhs Romnkaby SC 1 D etalof stokard datedSy beowing _ opertonalddlmmltyy a PresentLaanduse b Size of stockYard sqbn c AeaofStock Yard knmxkm d No of setlements within50Gn of stockYard a Lerxathof HaWRoad kcm ______f No of setlemensthinw 0mni of stockYard __-_ g DiOanoahim NearestWaterSouroe yV n h No.of wh gi moreftn 0.3. ____ _ 2 DEtals of Toweoll Stecdnh a Q of topsl stadcked aml __ _ b Detals of ToPSM" Sbcn SW&" Cateorv Details _ a Cent_ .m. b lAa (Com_es) cu.m. _ar_ Uc okn No.of dnrmsn d lDbssl_ I e Sand [=f Nwaft * 7 _ .. watWKm * 3 Detls of Vehices a iNoof Tankers neso b inoofTn noT _ _ _ 4 IDat of EquIpt__ __ a S Plant nos . b Pant nos dc WeM=Planfta no ______D f _wor - . .___ a Total No o ibouf s nos b Total no of Mal Work,m noa c Noof MalUWds below 18 of aa nos d Total No of Female W-okers nos f Noof dfen_ 6 Detgl of WNl e a Fwncrnaromd StockYard YiN b AvalablStof secuityguard 24 hrs a day YIN c Detailsof FirstAid Facity Certfiedthat the fumished inodrmation Iscorect and aN relevant Iformatin as requiredis attached Projec Engineer (Contictor) (SupervisionConsultant) ng aor SC ConstructionStage Report -Date__Month_Year Site Layoutof Quarry and ProposedQuany ReDevelopment Plan to be attachedwith format Copyof Lkenceto beattached with format Fonrat to besubmitted before target date quarries as (decidedby the PD)for establishing Quarryno.Q- Locationof Quarfy(Km) Package S.No Item Unit Details Remarksby SC Location Ch __ Licenseno LicenseValid till Date _Saze of Quarry mxrn _ __==___. Areaof Quarry kmx kmr QuantityAvailbe cum TotalCapacity cu.m Noof Setlemnentswithin 500m ___ of Quarry nos ____X Widt of Haul road m ___ __. ____ Typeof HaulRoad metalled/dirt Lengthof Haut Road X______|_ Noof Settlementswifthin 500mN of HaulRoad Name Distancefrom Nearest Water Type/Distance __Source Type/Distance WhelhrCRO-PMloatedYes/No Certifiedthat the fumished information is correctand all relevantinformation as requiredis attached ProjectEngineer Contractor (SupervisionConsultant) CIO:SETING UPOF WORKERSCAMP CondnuctionSta ReportDate _Mont YaM___sr_ (Ste Layoutof Consttion campand woing drawing of dwelingunfs with alifedfadlitis to be attachedwith format) Formatto besubmitted before target date (decided by PP)of estabblhingcanmp as Campno.WC Locationof Canp (km____ Package- SAio Item Unit Details Remurksby SC.f amy 1 Detal of bencamp a sizeof Camp mxm b A.ea of Camp sa_m c Distance from Nearest Settlement Type,sizebcapaci d Distancefrom Nearest Water Source ty/Pesent UsWwe/Oshp Dateof campbelowing operational ddmnvlyy PreserntLanuse N otl noofm whleWirs > 0_3m._ 2 Dstbc of toooll atadding a -QuantilyoJf top soi removed sq.m Describme b Dotal of storage of topsoN skxf = =_ _ _ _ ~~~~~~~~~~arrangemerd fl3 |Ddsib of wokfrc a Toa No ofLburi _ os _ ;b ITottAfo of MaleWorkems nos c No of MalebVod below8veas of ae nos ______; d aTotlNo of Female Workers rs __ e No o Foalewohbei bebkwI yeas of ae nos f No of dhkdren _<_< _ rio 4 DatIs -- dwoln unfit a INoof dfrJwbut _ no b MlninmurStz of Dwelng nw_ c iNO Ofopenks Der dwmi _ ws d IMhinrn size of openbw nmn= e MWalls _oGWKn" fr Ro - _ h DrWng Waer Tank _sod ____ i CApaciy of Drnkhi water Tank cum J Size of Drinking Water Tank ______k Total rno-o WC r ose___ I l No of Wcsfor femae00ker nos _ __ _ m Minirum Sizsof WC mnam __ n Total No of Bathrooms for female workers nos o Sze9of septictank for WCIBaths mxmxm P CapadtYof WaterTank for WCs/ Bathrooms and general puqose *a IFencing around camp Y/N 6 Details of facuffle's a Avaaabilly of security guard 24 tws a day YeslNo b Detain of First Aid Facilry YesiNo c Availabt of Day Care Centre YesNo Cer0ifiedthat the tmmtishedinformaton is correctthe qualty of workIs as pergod practce and all relevant iomaoon asrequied is attached ProjectEngineer (SupervisonConsultant) (Contractor) C11: POLLUTIONMONITORING (Reportingby Cor to SC) ConstuctlonStg.: MonthlyReport Oats_Month Year (Locafons at whichmonitoring to be conductedas perEUP) - I I Conpletion Target S.No Chainage Detailsof Durtion of nstruments e ataof Reasonfor Delay Chalnage Location Monitorng Tsdarget CompletionIfan |.NoD Itetask conpleted any Air Monitoring 2 4_ Water Monnitwng Soi Monitoring . 1 2i = .______5 _ Certiliedthat the Polluton Monhoeing has been condce at all th locatonsspecified inthe EMPand as perthie directions of thie SC Proti-Engineer Conbactor (SUPerviOnConsltant) C12: HYGIENEREPORTING AT CONSTRUCTIONCAMP (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month_Year S,No item Unit Quantity Remarks 2 Total No of WCs ___ 3 No of WCs Functioning 4 No of Bathrooms functioning 5 Water Tank cleaned Yes/No 6 First Aid Facilities Available 7 EmergencyVehicle available & functioning 8 Campvisit by Doctor/month no of times 9 Accidentoccurred, if any Deatailsto be given 10 Measurestaken be given 11 Security available24 hrs daly Yes/No 12 Watelogging lf any In Camp Yes/No __ ___ 13 If yes,measurestaken Certifiedthat the furnishedinformation is correctand aHrelevant information as requiredis attached Project Engineer Contractor (SupervisionConsultant) C13: WATER REQUIREDFOR CONSTRUCTION (Reporting by Contractorto SC) Construction Stage: Monthly Report -Date Month Year__ Frequency and Quantity of Sprinkling of Water on Haul Road to be decided by SC after Inspection of Condition of Haul Road S.No Source(Name) , Water Drawn Remarks I ~~~mcmlday I Rivers 2 Wells 3 Tubewells 4 Othersource/tankers .. . !___Total Water Used _ ICertifiedthat the avove informationis correct Project Engineer Contractor I IC14: DUSTSUPPRESSION AT STOCKYARD (ReportingbyContractor to SC) ConstuctonStae: MonthlyReport -Dt._Month Year Frequencyand Quantity of Spuinkhngof Wateron HaulRoad to be decidedby SCaftr Inspeconof Condrion of HaulRoad Format(Reporting Format No - ) for StockYardprepared durlng Pre-Constructon stae to be submittedduring such monliy reporting STOCKYARD Date CODE 1 2 3 4 5 6 7 _9 10 11 12 13 14 15 1n 17 18 1912021 22 2 24 25 271V28 29 30 SY Frequenc,of Sprinklingof wateron _____Haul roed(l,edy Quantityd WaterSprnkled(Utres) Quanttyof Water Sprinkled eround Sy FrequencyofSprinkling of wateron SY______Haul road (tlmes/dav) Quentyof Water Spnnkled(litres) Quantityof Water Sprinkled around Sy FrequencyofSprlinking ofwater on SY______Haul road (tire/day) Quantityof Water Sprinkled(litres) Quantiyof Water Sprinkled around _ _ _ s__*ite SY nFrequencyofSprndling of water on Haul road(Ued t_meulda ______Quantityof Water Sprlnaed(ltres) Ouany ofiWater prirnled around _ Frequencyof Spinlding of water on SY____ Heul rMOdtlrneefday) ______uantityof Wate Spnkled(litres)L Ouantityor Water Sprnkled around ~. FrequencyofSprinkding ofwate on Sy_____ Haulroaid ttlmeedayt QuantityofWer Spinkled(ltree) Quantityof WaterSprinkded around Sy Frequencyof Sprinkling ofwater orn ______Haul road (timee/day) Quantityof WaterSprmnklad(Iltree) Quantityof Watar Sprnked around C16: DUST SUPPRESSIONAT BORROWAREA SITES| (Report byContractor to SC) Cons uctln Stag: MonthlyReport -Date Month Year Frequoncyand Quantty of Sprinkling of Water on HaulRoad to bedecided by SC after Inspection of Conditionof Haul Road Format(Reporting Format No - ) foreach Borrow Area prepared during Pr-Constrution stage to besubmitted during each montlyreporting Borrow Da Aroa CodoeItom_ 1 4 6 7 8 9 10 11 12 13 14 18 16 1718119120121 22 23 242526 27 2829 30 BAI Frequencyof Spinkling of war on _____Haul road(tlmesdmy) Frequencyof Sprinklingofwater at BorrowSits (times/day) TotalQuatity of Wate Sprinkled(__tres) am Frequencyof Sprinklingof wateron ____Haul road(tinee/dey) Frequencyf Sprinkling ofwater at BorrowSit ( lday) TotalQuantity of Wate _ Spuinlded(lite)______a Frequencyof Sprinklingofwatr on Haulroad (tMeedeyl Frequencyof Sprinklingofwat at '3roia(tirmesiday) Toal Qwuatyof Waer_ Sprlnkled(Iitre)------ Coertfedthat the above mentioned works have been compled as specifid by the Project Enginr andPIU [ProjectEng9nr Contractor IC16: DUSTSUPPRESSION AT CRUSHERSITES (Reportirnby Contrador to SC) ConstructlonStage: Monthly Report -Dat Monft Year Frequencyof Sprinklingof Wateron HaulRoad to be decidedby SCafter Inspecton of Conditonof Haul Road Formatfor Quarry preparedduring Pre-Construction stage for Crushersto be attachedwilth the fbrmat Date Cnsher Imern123 4 5 6 7 8 9 10 11 12 13 14 1 18 17 18 19120 21 22 23 24 25 26 27 2230 C Frequencyof Spnnkirmof wateron Haulroad (tmeslday) Quantityof WaterSprinkled(litre.) Quantity of water Sprinkledon_ __ _Convevor Belt aon QuantityofWer Sprinkiedaround Quantityof WaterSprinkled around CrusherSito Ham __ __nX C Frequencyof Sprinklingof wateron Haul road (timesMay) _ _ _ _ - Quantityof WaterSpfrikled(itres) QuantiftySprinkled on Conveyor Belt Quantityof WaterSprinked around site _… C Frequencyo Sprinldingof wateron .___ Haulroad(tLdey) -…____ Quanttyof Wabr Sprinkled(litres) Quantityof watr Sprinkledon Conveyor elt _ _ …______- _ _- _ _ _ _ Quantityof Wter Sprinkledarund Cruhir Site if any -… C FrequmncyofSprinlingofwateron _ Haulroad (tmesklay)-…- Quartiy of WateSprinkled(lItres) ------Quantityof waer Sprinkledon ConveyoBe__ Quantiyof Wate Sprinkledaround ____ C Skeifeany------C18: ROADSAFETY AT DETOURON TEMPORARY DIVERSION One time reporting on co_mencement of constuction hI tie Cons ti zone Sketchof Consruction Zone showg all sub zes and locatin of signs etc to be attachedwth format (Reportingby Contractorto SC) Formaton Aogtisibon of Temporarydiversi to be attachedwith formnat Constmcifon Stage: Monthly Report-Date Month Year DIVERSION NO- LOCATION (km I S.No temG Unit Compliance R_m_rks 1 Detaib of Construction Zone a Lengthof ConstucdionZone in km b Distance between this and next Construction Zone in km Lengthof Transtion Sub Zone(shouldbe min 50 fro a speed c of 50 km/hr) in km Lengthof Work Subzone in urbanstrch (should d be<2 kmi) in km e Length of Work Sub zone in nr stretch (5-10 km) in km _ Distancebetween two work subzones _ North side South side 2 Slgages I ConstruconZones a Sign gMen at Work I km ahead of Transition sut zone YIN b _ 2 e1 Sig slayngDkwion I kin puwte YIN c Sign al* 'Road Closed athdr provkded YIN d CoSmptsay Tum R iht sLe pmvided Y/N e _Detour sognplcd YIN Shalp Deaorio placedaloe at enrdof adtance wa sub Ynig f izone oY/N IStinaion srouz o Sub W * 9 sgng 1 Ae Rl[htiL pwAed YRSI h DeliCetif ied t hroa sfty transitioINec SWnqe In wa*m Zorne c niHaznedMarker pad where raling for CD sbuctureonC. i diversionstltb an Banicade on ~We side of of wo k sub zone IY1N In T rne on sub rm- _ ;i for Iria"o of end of Wok zone 120mnfrorn endi of_ k termination sub zorne IYIN Cerbie that the road safety meqasures have been adopted as spedfied and as per fth di ecfio of the SC Proect EngineerCobcr (SuperSton Consiantw) C17:ROAD SAFETY FOR PARTIAL CLOSURE OF TWO LANE CARRIAGEWAY One me reporting on commencementof cosnuctlon infi Conseucon zone Sketchof Consrcion Zone shoing all sub zones and loabon of signs etc to be atched wilh fmat (Reportingby Contractorto SC) Fomiat on Acusiton of Temporarydiesions to be ataed wih format Cotctlon Sage: Mont y Report Dte _Mon_ Year____ DIVERSIONNO- LOCATIN (c S.I Kem Unit Compliance Remarks I Deais of Constictiion Zone a Length of Cons:trction Zone in km _ b Dlsianoebetween this and nexdConsction Zone in km Lengthof TransfitonSub Zone(shouldbe min 50 fro a clspeedof50km/ni in km Lengthof Work Sub zone in urban sbetch (shol d be<2 km) in km e Lengthof WorkSubzoneemrura stretch (5-10 km in km I Distancebetween two work sub zones = ______L~ 2 et sesgBesZunesb C_n _~ _ ~~~Of_ _ _ _ Soth______ki id _Sioe inAdtw g-igsubl zone Sign saying'Men at Wo I km ahead of Traniionn a mmne YIN b Supplementarysign "Dversion1kff" provided Y_N _ Sign for-Road Naffowing Y/N = . t wCompulsay Turn RigLefr sign provided YIN _ Sign for Cbsure of Cauiagew alon wih Ieep RightLefr at pointfrom where vehice Is ex_pec" tD Wmangefor dversion YMN _Signfr "Diversionto toe Wmcarriagewar between above sign "nd mediangap YIN Sign for -Sharp Diversionof ROub" with ompuary-um rightTum ltr provided where gap in median opening _slatt and tralli is dieted to rd canb9 Y/N Sign for "Twoway tralfic with platewiati distnce to which two way traffic is alOwed paced at midian to left Of _rnovingaff YIN _ Deneators paced starftingforn Carriagewaydosed sign alng thecentreline of Cw e Debxsrsion rzodYN _Sh Devion sgn P atend o advanoewa YIN __g f sub zone YMI ___ _S/mge hI Transitn SubWo zoree* Siyaoe saying Keep Right&Lfe"rpvded YIN h Delineatoaed akon lnt of transition YIN _%g SInwonk sub Zone _ Hazard Marker placedwhere railing for CD structureon I diersion starts YIN Barricadeon eer side of of work sub zone YIN Slnaga in Term/on sub zone Sin for Indicationof end of work zone 120m from end d k lerminationsub zone YIN Certfied that the road safety MnISSIes have been adoptedas spedfied and as per the direions of the SC Projet Engineer Conractor (Stytsio Consuntnt] C19: SUMMARYMITIGATIONS/ ENHANCEMENTS (MonthlyReporting by Contractorto SC) ConstructlonStage: Monthly Report -Date_Month Year PhysicalTarget FinancialTarget CompletionTarget S. Item Tagt%o ak TtlDate Of No. Target Achiged c optas Total BudgetSpent % used TargetDate CompletionIf Reasonfor DelayIf ______A_h_ev_d complete ___lacs ______task complDeted any 1 CulturalProperties Unit 2 WaterBodies nos 3 RoadJuncUons m 6 BusStops nos ___ 7 TruckLaybys 8 Accesscontrol gates nos 9 RampedAccess to embankment nos 10_Stepped Access to Embankment nos 11 SedimentationChamber nos 12 Chainlink fendng nos : 13 Cascadeand Gablon Structure nos . 14Barrierto preventGarbage dumping nos 15 HandpumpType 1 nos 1eHand Pump Type 2 nos - 17Hand Pump Type3 nos ._. Noie BarrierType 1 nos 19 NoiseBarrier Type 2 nos . 20 Oilinteroeptor nos 21 SeaUngAround tree 1 nos _ _ 22 Seatins Around tree 2 nos 23 SeaUngAround tree 3 nos _ 24 SeaUngAround trme4 nos 25 SeaangAround tree 5 nos 28 SeaUngAround tree 6 nos 27 SeaUngAround tree7 nos _ __ 28 Seatng Around tree 8 nos . 29 Wellshaft touching dKch nos _ 30 Wellshaft within embankment nos . 31 Well shaft within RoW nos . 32 Canopy nos. ____ 33 Washing Platform nos ____ .______34 ShrIne nos _ _ _ _ 3etedas specifiedand as per prevalentgood constrouton practices. ProjectEngineer Contractor (SupervisionConsultant) |C20: ENHANCEMENT/MITIGATION OF CULTURALPROPERTIESj (Reportingby Contractorto SC) |Construction Stage: Monthly Report -Date_Month_Yearl Side(N/S)and Completion Target S. No. Location(Ch) Distance from CW Eae(in) Target Date ask cofmpleted Reason for Delay if any Certifiedthat the mitigation/enhancementworks have been completed as specified and as per prevalentgood constrcution' practices. ProjectEngineer Contractor (SupervisionConsultant) C21: ENHANCEMENTIMITIGATIONOF WATER BODIES (Reportingby Contractorto PIU afterCertificaion by SC) Corstruction Stage: Monthly Report -Date__Month Year Completion Target S. Location/ Side(NIS)and No. Chainage Dist from CW(m) Target Date Date of Completion Reason for Ta_getDate it task completed Delay if any 2 _3 4 3 ______6 _ _ _; 2 Consultant) | 15 1 1 ______ 12_ __ 13 ______ IProjectSupervision EngineerI Consultant) C22: ENHANCEMENTOF ROADJUNCTION (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date_Month Year S. No. Location/______Completion Target S. No. Chalnage Target Date of Completion Reason for Delay If Date If task completed any C23: ENHANCEMENTIMITIGATIONOF BUS STOPS (Reportingby Contractorto SC) Construction Stage: Monthly Report-Date Month Year Location/ Side(NIS)and CompletionTarget S. No. Chainage Dist from . CW(m) Target Date Dateof Completion Reasonfor Delay if any Certifiedthat the miiainehneetworks havebeen completed as specifiediand as per prevalentgood constrcubtonpractices. ProjectEngineer Conftrctor (SupervisionConsultant) C24; REPORTINGFOR ROADSIDEPLANTATION All landscapeworks to be as per LandscapePlan (Reportingby Contractorto SC) ConstructLon Stage: MonthlyReportC-DaterMonthrYear S. No. Section Trees along roadside Traffic on Shrubs in Noise S. No. Secion) footpath median bariser (Km-Km) 1st row 2nd row 3rd row 4th row barrier -- C26: SURVIVALREPORTING FOR TREE TRANSPLANTATION (Reportingby Contractorto SC) Construction Stage: Monthly Report -Date Month Year___ Location Transplanted trees at which S. No. Total Trees Total % Survival Km-Km Planted Surviving nos nos % Certified that the Project Engineer Contractor (SupervisionConsultant) C27: REDEVELOPMENTOF BORROWAREAS (Reportingby Contractorto SC) ConstructionStage: Monthly Report-Date_Month Year_ Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto be attachedfor each BorrowArea Description of Redevelopment,if Quarry Code any/Confirmatation to existing S.No No Redevelopment Plan Remarks by SC Certifiedthat the furishedinformation is correct ProjectEngineer Contractor (SupervisionConsultant) |C28: REDEVELOPMENTOF QUARRIES (Reportingby Contractorto SC) Stage:Monthly Report -Date _ConstructionMonth.Year Reporting by Contractor to PIU in Operation Period Drawingfor Redevelopmentto be attachedin case Quarrying has been done at site which did not have redevelopmentPlan Description of Redevelopment,if Quarry Code anytConfirmatation to existing S.No No Redevelopment Plan Remarks by SC ICertifiedthatthe funshed information is correct ProjectEngineer Contractor (SupervisionConsultant) IC29: RESTORATIONOF OF CONSTRUCTIONSITES (Reportingby Contractorto SC) ConstructionStage: Monthly Report 4Date month Year Reportingby Contractorto PIUin OperationPeriod Si. Item Location(k Unit Volumeof Topsoil Remarksby SC No. itmM) (cu .m) Restored(cu.m) ReakbyS a Restoringtop soil at diversions a d .. 2 Restoringof topsoil at WorkersCamp a c d= _ Restoringof topsoil at Constructionyard 3 and disposalof spoil a c d CerUtiedthat the mitigation/enhancementworks have been completed as specifiedand as per prevalentgood construction practices. Contractor Project Engineer BRANDTRUNK ROAD IMPROVEMENT PROIECT EMP REPORTING Operation Stage Reporting by PIU to CNHAI Contractor- Report dtd- Package- IC30: DISPOSALOF CONSTRUCTIONDEBRIS (Reportingby Contractorto Se,) Construction Stage: Monthiy Report -Date Month Year Reporting by C:ontractor to PIU in Operation Penod Drawingfor Redevelopmnentto be attachedfor eachBorrow Area Location of Disposal Volume of Spoil S.No Site{km) Dumped(cum) Remarks by SC Crtifiedthat the ProjectEngineer (SupervisionConsultant) ContractorI 101:TARGET SHEET FOR POLLUTIONMONITORING Re oftng by PIU To NHAI(Cental) Operation Stage: Repoft -Date___Month_ Year Target to be preparedby PIU before Constructionperiod All Annexuresto be appendedwith formnat _FirstYear of Constncfion- Second Year of Constrmetion- S.No Monitong to be coaplete bay- Monitoring to be complte by- Locations for Rainy fter ISummer iRainy Summeriinter Monitoring Season ISeason Season Season _Season Season Air Pollution Monitoring a _ d _ e Nose Pollution Monitoring . a ______b d. _ _ . ______Water Pollution Monitoring b c'a ______d Soil Pollution Monitonngn a __-_____L_ I_ _I______1__ I____ a b I - l| I T,1) . SU':IVIV','_ tL RE>(;C lll"Xt ON ' E t1l R--.it31X4wf\i,"?lE':,; i '?D( wsi sv,ic.-nT,eet-; Traw;pT !d Iitar N o(. a1D ------r--~-~-...... --_ b;ertified. I.hat It furtishiedinforinmicn,i, :,o --cf ProjectDirector K;> .R i.(P4. FII l':P'Thf;-AFJFIc RGTF: D>AClELAND'C: P NGG ,.~~~~~~~r T --- Aw'!Ut0l) IadR;a Jsi)+-;Jfz e S;Shrbs in IMedliran Turf ng on Niediian ! hring on Embankment 13 ~~~~-- -_.-----. ~Tot -- _ -_--- _Al I -~~~~~~~ulal ~~~~~~~~~~~~Totalf Tota1 Tota T *;~~ ~NrlK ~ ~ 1 rrT .fs S if! >t, ]W ri a { T fd l5"!';. w". I b s ' aArahi< s :Jsi,rvivaltiurf'A tl; Aredfed(sq { .area ';urrivtl Pknh~~~~~~~~~ ISlvvn -i...... __ i.. .~...... -. ;m d _-_ . _ --_ - .__._____--.AA- -}-.--_------i------.__...... - _A...__.___--______...... _ _ -. ____.__------_.___.__...___------...... __,. __...... :.,. _ .. _____… _._...... _t.l.______.A.------_ ...... -_-A*...... 0' 4 . _ ..----- ,--.--_------_------.l--- -.--.------_.------.---._L------,------. _--.------.---.-----.....--..---__. ....--.. _- i,ti '1itf,t t-lsi,v .l1-!fta------.K- e - -' ,,~~~~~~~~~ - -.--- "-- *~~~~~,F II{ :^;,1EXC:c. GRANDTRUNK ROAD IMPROVEMENT PROJECT EMP REPORTING OperationStage Reporting by Contractor to PIU Contractor-- Reportdtd- Package- 04: POLLUTION MONITORING (Reporting by Contractor to PIU) Operation Stage: Report -Date_MonthtYear (Locations at which monitoring to be conducted as per EMP) Completion Target Details of Duration of Instruments Date of S.No Chainage L . .s. Target Completion Reason for Date if task Delay if any ______[__com pleted Air Monitoring 1 ______1 _ _ _ 2 f 3 4 Water Monitoring 1 I 2 3 Soil MAonitovring - ~ ~-4- _ _ ___ ._____ Noise Monitoring F ' 1 _ _1__ I_ I_ I_ __ 3 1i ___ 4 _ _ _ _ . __ ICert tied that the Pollution Monitoring n~asbeen conducted at ail the locations specified in the EMP {Contractor (a a IF T- I r--;1Z (--5 1 - ^E Lea Associates South Asia Pvt. Ltd. LeaAssociates New Delhi 0J7j;7 TO VARANASF = = ,- TO SASARAM KEY PLAN -- ______- PROPOSEDFLOWERING SHRUBS LANTANA PROPOSEDMEDIAN -1m __ C/C SITTINGKIOSK AS PER DETAILT-31 TREESAS PER ROAD 6000 LANDSCAPESECTION 1400 . - PROPOSED LINEARPARKING 700III2 0 ~~~~~~~~~AREA PROPOSEDFLOWERINGL SHRUBSERANTHEMUM RED L -BRICK PAVING AS PER Oh,T, C/C ADETAIL T-18,TYPE-4 L NO -~~~~~~~~~~TREESITTING AS PER ...... LLLL L ~~~~~~~~~~~TYPICALDETAILT-27 TREESITTING AS PER LLLLLL DETAILT-21.TYPE-7 Z Z j L_L L x v ; . ;. . Baw ~~~10000 L 1000: PAVING AS PER DETAIL PROPOSEDSHADE TREES // T- 18,TYPPE-2 AZADIRACHTAINDICA O710m C/C < 8 TEMPLE COMPOUND J / 8TE PBRICK EDGING PROPOSEDTALL SHRUBS, CASSIABIFLORA @2m C/C SCALE: 0 10 20 30 40 On NOTES DRAWING DAO,m4,DRAWN: Y.RrDl PROJECTGRANDTRUNKROADIMPROVEMENTPROJECT NationalHighways Authority Of India 1) FOLLOWWRITEN DIMENTIONS ONLY CORRIDOR: IV-A CHECKED: saneor INDEPENDENT EAVIRONMENTA REVEW 2) ALL DIMENSIONS IN MM CHAINAGE: 317.45 DESIGNED: S5rnr TnE LcaAssocates South Asia Pvt. Ltd. 3) ANYCHANGESUTORE MAECAD TOIBE4APROVE T APPROVES SE DESIGNFOR ENHANCEMENTOF TEMPLE N eY THE SUPERVISIONCONSULTANT SCALE: 1'.60 CHECKED: D~ili '-OJ0,E2R5 TO VARANASI To SASARAM -- PROPOSEDSHOLDER EDGE TURFEDAREA WITH FLOWRINGSHRUBS FLOWERINGKEES GULMOHAR, LATANPASPECIES 01m C/C __ SALIX & AMALTAS010m C/C \ ~~~~~~~EXISTINGCULVERTPROVIDED WITH OIL & FILTERTRAP KEY PLAN ACCESSAS PER DETAILT-3 EXISTINGTREES PAVING AS PER DETAILT-27,TYPE-2- RADlUS - I A ,-' < ~~~~~~~~~~~PBIo70ED_STEPGHAT _____ STRUCTURES ______- (J~~~~~~~~~~~~PROPOSED SHADETREES -< -t - _- -POND- - - _ _ AZADARICHATA INDICA& PAVINGAS PER DETAILT-27.TYPE-2 < 7 (((;3 \ | _ _ _ _ _ - f 43 ~~~~~~~~~~~~~~~~~~PRCOPOSED PROPOSEDSHADE TREES AZADINACHTA INDICA & TJAMARINDUSINDICA 01DM C/C TO BE PER TYPICAL ALTERNATED EALT3 EXISTINGTEMPLE COMPLEX EXISTING TREES - (; fi -GREEN2((cl_X-_( TURFING TREE SITTINGAS PER DETAILT-18,TYPE-6 - ( _ =___ 'CD\ BRICK PAVEDPATHWAY AS PER DETAIL- _ _ .- T-27,TYPE-4 A EXISTINGBRICK KILN SCREEINGTREED ACADA SCALE: S 15 20 30 V0 SUnI NTES DRAWING: IVA/.SVRMi2 DRAWN: Y. Rfl PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT NationalHighwaysAuthorityOf India 1) FOLLOWWRITEN DIMENTIONSONLY CORRIDOR IV-A CHECKED: SGaie INDEPENDENTENVIRONMENTAL REVIEW = 1IIR. 2) AL IMENSIONSIN 3) ANY CHANGES TO, SEMV MADC TOT SE APPROVED CHAINAGE: RD DESIANED: 6sm TESIGESIGNFORHEHANCEMNTOOFPOND eaAaoclates _ ADES.GNED'FAn 50W SouthAsia Pvt. Ltd. Lu ST THE SYPERVSIONCONSJLTANT SCALE: 1:255 CHEcKED: DIRtm . jhq TO VARANASI TO SASARAM PROPOSEDINDIRECT ACCESS AS PER TYPICALDETAIL T-1 PROPOSEDPARKING AREA S.CULV TO VAPANASI TO SASARAM _~~~~~~~~~~~~~~~ ------r------.cf-, T 7 5 PLANTER AS PER 30 Q 0 -| DETAILT-15 KEY PLAN PAVINGAS PER DETAIL- 1 \ T27, TYPE 2.00 -HRUBSPEOPOSEDFLOWERINGTREES ST______DEBONIX(MREGION DGEMC/C EXISTINGORCHARD ______~~~~~~~~EXISTINGTEMPLE TURFEDLAWN *-27, TYPE2 tX; N SITTINGAS PER DETAILT-12 PROPOSEDDWARF FLOWERING SHRUBS OF SECIE IXORA AND HIBISCUS EXISTING TEMPLE - 7 ~~~~~~~~~~~~~~~~~~~~~I.O@1MC/C TO BE ALTERNATED EXISECTIONATEMPLOE 1:2 ------= - -- PAVINGAS PER DETAIL - -- T-27 TYPE 4 EXISTINGMAZAR )O7 L7 ------~~~~~~~~~~~~~~EXISTINGPOND STONE PITCHINGEDGE L 77------7-7 PROTECTIONAT SLOPE 1;:2 AS PER TYPICALDETAIL77------ BRICK PAVED PATHWAY ------O.BOUN PROPOSEDPLANTATION /~ IACGNIFERAIN DICA010M C/C PROPOSEDHEAVY l 3)OANY CHAWCESTOVB5 BADE BLAAPP 31 SY.ED n,eOo. TTL GADTUKRAEMRVEETPOETNbnlHghasAtoiyO ni 2) ALL DIMENSONS IN MM 206LasoitsSuh TO3AESSONOFORVENHANCEMENTEOF BE) ALTERNATED TEMPLEsPLONDPLANTIAI .sI IAL OA__d By THE SUPERVISION CONSULTANT SCALE: 1ESIGNCFOCKEN:ANCEMENT OF TEMPLE5&PON BRICK PITCHING FOR SLOPE PROTECOONAT 1:2 SLOPE TO VARANASI TO SASAPAM4 THICK PLANTATION GULMOHAR,SALIX AND NEEM TREES0 6M C/C - 0X;-;-- - -;; - - - < KEY PLAN --- _--- -_------w " '' ;__I/,/ EXISTNG KUCCHA ROAD /'-- LEADINGTO ALINAGAR - - -POND _ _ < O s0 TURFED AREA <~~~~~~~~~~~~~~~~~~~~5 ° 0_ 45000__ FLOWERINGSHRUBS PROPOSEDPARKING ROAD LANDSCAPE (IXORE SP 0 2M C/C) BATHING GHAT PLANTERS AS PER DETAIL SECTION TO CONTINUE UNDERGROUNDDRAIN RAILINGTO BE PROVIDED TO FALL INTO POND, AS PER DETAIL T - 28 PROVIDEDUIITH OIL TRAP ITREE SITTING AS PER TYPICAL DETAIL T - 18, TY'PE 2 \\ 3) AN HNE 0 NE MAADETO NE APPROVED ESOE:SelLett AssociatesSoUth AsiaPt.Ltd. NOTES DRAWING:| VA,28.3VRW4DRAWN Y. Rap, PROJECTGRAND TRUNK ROAO IMPROVEMENT PROJECT National Highways Authority OT India ^ 1)FOLLOWWRTEN DIMENTIONS ONLY CORRIDOR: IV-A CEKD 5mer |INDEPENDENT ENVRONMENTALREvIEw M-Elt,1HB Sh 2) ALL DMENSONS N MM CIIAINAGE 28.3 DE5I3NED: .mSen,-~r TIT DESIGNFOR ENHANCEMENTOF MAZAR A-=.Nu A P Lr NYThE SUPERVISIONCONSULTANT SCALE: 1:250 CHECKED: DipFI .022Sh8820 85 EXTENDED BLACKTOP ______°__ PROPOSEDPARKING AREA - -Z \ ______ PROPOSED PLANTATION NEEM & ______= \KEY PLAN GULMOHAR TO BE ALTERNATED TREES @1Cm C/C PLANTER AS PER DETAIL T-15 WITH MARIGOLD SHRUBS OIM C/C FLOWERING SHRUBS BRICK PAVING AS PER DETAIL LANTANASPECIES NG 5m C/C EXISTING MOSQUE T-27 TYPE-4 ______TREE SITTING AS PER DETAIL TREE SITTING AS PER DETAIL T-21 TYPE-7 T- 18,TYPE-2 - EXISTING DARGAH COMPOUND EXISTING STRUCTURE SCALE: . 0 ' NOTES DRAWING IVAJ237/5 DRAWN Y. R I4 PROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT Nalional Highways AuthorfiyOf India l) FOLLOWWRITEN DIMENTIONSONLY PACKAGE: IVA CHECKED: NDEPENDENT ENVIRONMENTALREMEW M.lw 2) ALL DiMENSIONSIN MM CHA NAGE: 23.7 DESIGNED 50m Tr DESIGNF ENHANCEMENTOFDARGAH LeeAssociates South Pvt. 3) ANY CHANGESTO BE MADE TO BE APPROVED CEED:TITL Asia Ltd. 1 1:650 DjPFI, FOR _ NY THEEONSJLTAN SJPERV:SION ~~SCALE11050 CHECKED: DipallPl4.40D0. 820 TOI VARANASI TOSASARAM KEY PLAN PROPOSED)AMALTAS _____ TREES 010m C/C ---- _ ALL.AROLUND THE POND) BVATHINGGHMT PAVEDPATHWAY T - 27. TYPE2 ]~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~POOEBRCK PITHING EXISTllNG SH OPS- - g E SHIN GRASSTURnNG W PROPOSEDPARKING ______FPROPOSED EDGE SCALE: OF SHOULDER U 10 20 30 40 FLOWERING SHRUBS - - EXISTING ROAD NOTES DRAWING: IVA125.SE6 DRAWN- Y. R.I. PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT National Highways Authority OfIndia 1) FOLLOW WRTEN DIMENTIONS ONLY CORRIDOR IV-A CHECKED: Samewr INDEPENDENT ENVRONMENTAL REVEW Bnh 2) EY2ANYALI THE D) 510INss EMtes CMA E TO BE APPROVED CH A IIL B25DESIGNEDNSamnl-I DESIGN FORENHANCEMENTOFSPONDSouthAslaPvt.Lld. CHAINGSTON BE MBD TOB PRVDCHAJNAGE: 25.8 DESIGNED: Nm. TITh ORO PN LeaAssociates South Asia Pvt. Ltd. B)AYTHE SUPERVITONS AET EAPOE DESIGNFRENHANCEMENT OF BY TOESUPENISIONCONSULTANT S.CALE: 1:260 POND n,- IHORS Y CHERCKED: DiSR N0...ATOS.1010 SITTING KIOSK AS PLANTATION FOR NOISE PER DETAIL T-31 i BARRIER PLANTATION __I FROM RAILWAY LINE. EXISTINGRAILWAY LINE KEY PLAN 0 QD NEObV'2~A& IE;~L PROPOSEDM PLANTATIONOF SCREENING AND SHADE TREES, AZAD.RACHTAINDICA 010M C/C 00(:~~~~~~~~~~~~~~~~~~~~~~~~"~~~~~~~~ALTERNATED WITH TALL SHRUB, 00061C) ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~CASSIABIFLORA 0 IGM C/C PROPOSED PLANTATION OF T - FLOWERING TREES DEBONPS REGIA AN SALIX @1GM,ISCC 0C IN THE OUTER TWO ROWS 0 (DO_- 0 PROPOSED PLANTATION --POKHARA ~~~~~~~~~~~~~~JAMBOLANA01DM C/C EXISTING STRUCTURE 0 SITTING KIOSK AS PER DETAIL 7-31 PROPOSEDPARKING PLANTERASN PERN O B -BRICK PA\ANGAS PER DETAILT -27 TYPE-4 PLANTERAS PER DETAILT - 15 NDERECTASACCESS ~~TREESITTINGAS PER PER DETAILT - 1DEALT2,YP7 FLOWERINGSHRUBS ___PAVING AS PERA L LANTNAAND HIBISCUJS DETAILT-27,TYPE-2 0 lo 20 So l0 10 SPECIES01.5M C/C ______NOTES DRAWING; 1VA/32,317DRAWVN: Y.R.WO PROJECTGRAND TRN ODIPOEETPOETNational HighwaysAtoiyOf India 1) FOLLOAWRNTEN DIMENTIONS ONLY CORRIDOR: V.A CHECKED: so-,~e INDEPENDENTENVRDNMENTAL REVi/W . 2) ALL DIMENSIONS IN MM 3) ANYCHABNOES TO BE MADETO BE APPROVED CHAINAGE: 32.3 DESIGNED: S.-ee TITLE LeaAssociates South Asia Pvt. Ltd. I FOR ENHANCEMENTOF POND .,. -C. BYTHE SUPERVISIONCONSLLTANT SCALE: 1.300 CHECKED: DipaIi ~~~~~~~~~~~~~~~DESIGN N..0-1406 0 GRASS TURFING RAILINGAS PER DETAIL T - 28 KEY PLAN o0 HI N I , +-- 2000J0 T ______T_ _ 18800 BRICKPAVING AS PER BRICKPAVING AS PER =TREE ~~~~~~~~~~~~~~~~~~~~~~~~DETAILSIlTINGT-18 TYPEAS PER DETAIL T-27,TYPE PLANTERWITH MARIGOLD C PROPOSED TREESOF SPECIE: SHRUBS ©1m C/C AS CDTEBUS 5 / PER TYPICAL DETAIL ______~~~~~~~~~~~0 )PROPOSED TAMARIND & NEEM STEPPED BATHINGGHATS _ TREESOlOm C/C TO BE ALTERNATED PROPOSED TAMARIND& NEEM EXISTING PLANTATION TREES TO BE WiG C/CEXSIGPNTIO ALTERNATED BRICK PITCHING SLOPE - PROTECTIONAT 1:2 SLOPE AS PER TYPICAL DETAIL @ I _ ------ 0 2005 S0 S3 NOTES: l T DRAWGN.~~~~~~~~~~~~DRVVNGY. Raju National Highways Authority Of India NOTES DRWN~ IVAJA4O/8 DFRAWN, Y R PROJEcT GRANDTRUNK ROAD IMPROVEMENT PROJECT Nto~ ihasAtoiyO ni 1) FOLLOW WRTEN DMENTIONS ONLY CORRIDOR: CHECKEDNNNMTV INDEPENDENT ENVIEONMENTALREVIEW aoh Ov-NrhmN 2) ALL DITHENSI N MM CHAINAGE: 41.6 DESIGNED Sam-, TITLE LeaAssoNE SouthAsia Pvt. Ltd. 3) ANY CHANGESTO BE MADE TO BE APPROVED DESIGN FOR ENHANCEMENT OF RELIGIOUS POND LeaNAsscite Sot Ai P Ld RY THE SUPRERVISIONCONSIULTA,NT SCALE. 1:300 CHECKED. Oipal N-DOaN eROC4 | I______PLATATIONAS PER < @ ROAD LANDSCAPE PROPOSED cr ~~~~~~~~~~SECTION ALINGNMENT UTg O ) / OF BYPASS C I % >/ yZ EXISTING PROPOSED PAVING BRIDGE AS PER DETAIL T-27,TYPE-3 MAZAR KARAMNASA RIVER PROPOSED IE______PARKING PRDPDSED~~~~~~~~~RPOE RPED LLLLLLLL LLLLLLLL -- S AREA | _ TURFING _LL- LLLL LLLLLLLA C ____ ~~~~L~LLLLLLLL.LL SHADE TREES KEY PLAN .1LLLLLL7LLL~__LLLL*L L____ AZADIRACHTAIN DICA I _10.4[ uL & TAMARINDUSINDICA LLLILLLLLLLLLL ~~~1DM C/C LDELT ,;L.°| EXISTINGMAZAR PAVING APER DETAIL T-27, LLLLL~ _AILLLL TYPE-2 Ltt_ i FLOWERl X ; BED 'LLLLL LL LLLLL 1 LLLLLLLL o ERANTHEMUMSPECIES ±LL VX L L LLLLLLtLL © 1.5m C/C I ~~~~~~L~LLLLLLL LLLLLL LLLL m 0 ittthttLL_ LL [ X> ttitttl (t FLOWERINGSHRUBS ____: _% HIBISCUS SPECIES PROPOSED PLANTATIONCF GULMOHAR & ARJUN W1Om C/C ALONG ul PROPOSED - BRIDGE < IRDI KARAMNASA RIVER BANK -~~~~~~~~F I ~~~~~~~~~~~~~~~~~~~~~~~~~~~SCALE: 7 U W 2~~~~~30 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~040 5Dm NOTES DAWING: IVA/NBP/9 DRAWN: Y.Reu PROJECTGRAND TRUNK ROADIMPROVEMENT PROJECT NationalHighways Authority Of India 1) FOLLOWWRTEN DIMENTONS ONLY CORRIDOR:IV-A CHECKED:S.- INDEPENDENTENVIRONMENTAL REVIEW I NNh 2) ALLDIMELNSONS INMMCHJAENatp,BDEIND S , TILLeAsoitsouhsaPv.td 3) ANYCHANGES TOBE MADETO BEAPPROVED D DESIGN FOR ENHANCEMENT OF MAZAR SA A-iNlPv.. Ud £ BT THE SLJPER'ASIONCONSULTANT SCALE: 1:300 CHECKED: Dip&l UJ- 0 KEY PLAN FLOWERING SHRUBS LANTANASP' 01.5mC/C 3500 PLANTERSAS/DETAIL T-15 - PROPOSEDCARRIAGE WAY EDGE' PROPOSED PARKING AREA W201t <000 - _ 0 + . 14000 _ t~C\\(<1400 A 5AL OlDmC/C ,i ffi , ABRICK PAVINGAS/ t EOPO5EDFLw;R G C C : TEMPDETAIL ET-27/TYPE-4 ;~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ROAD LANDSCAPE TML SECTIONTOCONTINUE. GRASSTURFING PROPOSEDFLOWERING -- - - TREESDBONIX REGIA PRO SESATN AND SALIX 01DrmC/C132D- PSE SATN AS PER TYPCAL DETAIL T-15 EXISTING WELL-- ______ TREE SITTING AS PER -- _ _TEMPLE L-- -_ L PROPOSED SHADE TREES DETAILT-20,7YPE-6 AZADIRACHITAINDICA MAGNIFERA SCALE: . 15 20 30 40 50, NOTES - DRAWING: 1VA4B/¶0| D YRah. PROJECT GRANDTRUNK ROAD IMPROVEMENT PROJECT NaionalHighwaysAuthorityOfndis- 1) FDLLOWWRITEN DIMENTIONSONLY CORRIDOR V.A CHECKED: San". INDEPENCENTENVIRONMENTAL REVIEW Namer, 2 N) CLANSTO SE ME TANSE DSGD Sa"EL Lea AssociatesSouth Asia Pvt.Ltd. 2) ANY SPENIOB IN MC A CCINAGE 45AP DESIEDO SD - DESIGNFOR ENHANCEMENTOF TEMPLE _. ,FFW L NY THE SUPER?VI5SONCONSULTANT SCALE 1:700 CHECKED: DipoIl s2--11 I EXISTINGTREE WITH KEY PLAN_l PLATFORM TEMPLE T FLOWERBED PROPOSEDPARKING MOUNTEDTURFING PATH WAY 2GOMWIDE PROPOSEDPARKING EXISTING~TEMPLE ~ ~ ~ ~ ~ ~ ~ ~ EISIN ------~~~~~~~~~~~~~~~~~~~~~~~~~&1h 1O5 SCALE NOTES: DRAWING | VA149.7/11 DRAW Y. RaJu | PROJECT GRANDTRN ODIPOEETPOETNational HighwaysAtoiyOf lndia 1) FOLLOWWRITEN~ DIMENTIONoS 0NLY CORFRIDOR|IV-A CHECKED: 51mte INDEPENDENT ENVIRONMENTALREVIEW x 1r. 3) ANY CHANGES10 NE MADETO NE APPROVED RJ T DESIGNGFO ENANEMN OF PONDE Lea AssociatesSouth Asia Pvt Ltd NY THE SUPERVSION CONSULTANT SCAlE 1 350 CHECKED SCL 13r CECE Diplilar EIG O NHNEET FPN rNs 1111100.1111000I--SN "' A AS PER LENGTHOF COMPOUNDW LL L LLLLL o PAVIG L L PER l NGTH CF COMPOUND WALL PC.C., (M2O)CEMENT [LES COPING1IN < t>LtLLLLLLL \ < L1iLLLLLLLLA LL ,8ICK_ _A _HIC _ LWALLLL L I 50MM =~~~~~~~~~~~~~~~~~~~~~~DTI *BSCL AT 110>gUr25AL - SECTIONA-A | J 258 ; 1l ;/ 2985 1)ICN FONLYi LLOW RMEN IYEN a H D I RUSHKES GRtAND TRUNK ROAD IM PRtOVEM ENT PRO JECT 3) SSSEaI C Z S IFArT N - -1 Au i rt O n EDD NY NAPDA F e 1 ESIaNED~RHJIEIKESN iTnLE DETAJIFOR PREVENTION SUPSgviSIOt4CONSLLTANT OF DIRECT ACCESSON HIGHWAY Les APVED: CDOPAGI AssocIatesSouijr A dia Pvt. Lto. v r ~~~~~~~~~~~~~[P-e=rnrnErrEr~ M r A v~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ...: :.Cc..'' l ' Lnw~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~fE T: AC ASAt UY dd ~~~~~~~~~~~~~~~~~~~~B 2U )P L EAS LE Lo f l CUI MWEi sN a E S LT OA NT E SD 5 4 MM o m M R ______lo M M_ _ _ P_ .C _.C _ . _ _ _ _ _ F_ _ __K .) u N}4N nPMOD _TY I A~JPJAC RSHKBNIDPENETM MOMNATE EIWNfd-hS .~~~~~~~~~~~~~~~~~~~~~~~~~~.._ ...... a .... "~~~~~~~~~~~~~~~~~-~~ l BITE3) SPECIFTC rANGEIF ANY* TO BE MACE uY AROVALCF IIAL::XS I =RI 4 TI-LE RA-PED-ACCESS.-. TO EM.ANKME.T C T A iT EmA P.C.C. 1, TE AEIM H II R M,TH0 75 E ~~tC.Q2O ~ ~ ~ ~VAI' ~ ~ A l VAR~~ ~ li ~1 l ~~~~IFnt S LAD u P.C.C.M.E) 11g , ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~o= P.- p ; PIP . : ::::::::::: :::::::::::::::: 1 ...... ~...... ------...... A A ------.-D- ...... , ...... , ...... ,'.,,,,. ....i ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~...... ,....,..- ': -::-'-- --:: '''-''" -''':- ':'' -'1' 'I ''''': ''''' i'' -'t : - -- -.--.. 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BARS CAST IRONPIPES ON EITHEROF THESIDE CAST IRONPIPES ON TOWARDSPOND EITHEROF THE SIDE TOWARDSPOND (O.9M.DIA.) . _ (0.9M.DIA.) REINFORCEMENTAS FOOTING TANK. I2MM0MAIN REINFORCEMENT,.8MM SECTION X-X CAST IRONPIPES ON ELEVATION REINFORCEMENT EITHEROF THE SIDE TOWARDS POND X-n (O.9M.DIA.) 6MMDIA. 0150MM 17 _= _ _ C I X ~~~~~~~M.0.6m.) DI*STRIBUTION z r WALLI I i A WING I REINFORCEMENT - -. .112MTIK;. AS.,F ONE IIIIf(TREATED . .MM THICK WAYSLABC) ,PLASTERING MORTAR |:3 OPENINGFORDIC WATER (0.61. X 0.6m.) 16mm0 IRON L ~~~~~~REINFORECEMENT BARS ~~~~~~~~~~~~(TRZEATEDAS ONE SCALE: TOP SLAB REINFORCEMENT * NOTES:1 FOLLOWWRiTrENDIMENSSONLY D-u N.TRAWN HRUSHIKESHCECT 2) ALLDIMENSIONS INMU UNLESS OTERIMSE P NatlonalHighways AutrIky Of India STATED | HR*IK 3) EIHER OFTHE PIPES GRANDTRUNK ROAD IMPROVEMENTPROJECT HAST EUSEDDEPENCINGUO4 UO CHEC WBHIIESH INDEPENDENTENIRONMENTAL REVIEW_ _ TMCONDMONWM ONLYONAESIGNEL SCALE:E 3) MMESPECIFIC CHANGES IF ANY, TO BE MAE ONLYON NTML HRSKS Tnt SEDIMENTAnoNCHME OFTHE ENGINEER LaSPZ SouthAsia Pyt. Ltd. APPROVED:D|PAL bv lOGO lOT 00 PVE -zDC _ X R~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~NER BANK PROFLE SHOLDE , E g \ R~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~iptrAL) 1t NATURAL'FALL IUNEOF THELAND. '~ (3IN NE DETERMINESSPACING ,,o a L- B CASCADE LT WEIWALL TOI E COANSTRUCTEDWTHIN PROFLEOR HIVERBSIC AND BAE OF WEIR If REQUIREDSDES ANDINVERT- WALLTO BE 1000 BELOWRIVER BED LEVEL OF DITCHTO BE PROTECTEDWITH R X P.C. BLOCKCSLAIDON BERERBED REFERTO DETAILA' ON MISCELLANEUSDETAIL YD 1. - SLOPEPROTECTION- _ _L OR 2-1 1 MACCAFERRI CAEION DEOTE 14CR DR OREQUIVALE ~~~~~~~~~~SIMILARAPPROVED CASCADE (STANDARD) LONGITUDINAL SECTION ICAiONBOX LAIDON LEVEDUEDAND COMPACTED ETAiL- GRDU~JD DRANAGE CHANNEL ROAD.UNPAVE UE xI 7003M ~~~~~~~~~~~~~~SHOULOERMACA1RRI GANIOROR EOUrVAIENT LI | 39 j 3X1XROAD7 j MO gi R D UNfVED rEOTFILE 1HNERIGB1 SIMI/LAAPPROVED , KEEPn sf OR EQUNA UMESTCBIOM(M.G.) L______LELLED AND COMPACTED 0.1 2.1.1 IF REQUIREDSIDES AND INVERET OF DrrCHTO BE PROTECTEDWTrH GEDMUE 140N 0 MACCATERFRDABIN OR ECMIVALENT P.C LOCKS WLD OR GEOTETLnUE SIUWR APPROVED REFERTO OI LSCELiBANEDUSDETAJL CASCADE CROSS SECTION DETAIL-i1 -SLOPE PROTEDDORCACA O t GWON ~BOXLAUDON ABECDMPACTED GROUND rOETAIL-2 GABIQ IXN1N SD -WG| IC WALL GAE10N 1m IN TO CKANNEL _-lHDWAHRAGMS I aGO RIVERBANK PRORLE GUIDERAL NOTE- IIY~~~~~~~~~TPICAL) LASTWEIR WALL TO BE cDoNSTRUCTED (CS) (no) A~WTTAINPROFILE OR RIVERBANR AND > - | BASEOF WEIRWALL TO BE 1000 BELO MVERLEEVEONBED BE n 1111 (WWG:; ~~~~~~~~~WATEREXISTING ED ~ GEOTEXTILEMIRAFI 14No OR SIMILARAPPROVED AT BACK _14N OF CASCADEAND RINGWALL GABIONS (CDMt (WWO) OR ° SIMILARAPPROVED L\|R E N~~REO MATRESS| |- CASCADEGABION WROTDAPHOAGMS kA GABIONBOX LAD ON TYPICAL CROSS SECTION DETAIL THROUGH LEVELLEDAND COMPACTD OROUNS STEPPED GABION "CASCADE FOR DITCH ENDING DETAIL-4 DETAILS OF GABION BASKET RETAININGWALLS NOTEBS:IORS . T. DRAWN: I HRUSHIKFSH PROJECT GRAND TRUNK ROAD IMPROVEMPROJ`PROJECT Na9on HighwaysAutiorfty Of India 1) FoLEOwvAWrrTNDINENSIONS OLY |CECKED:C HRUSHIKESH BICEPENDENTENVtRONMESTAL F£VIEW |4 e.iawU. 2) ALL ORkENsWONSIN MM Zw WALitNCTmnW ~ oeie HIBEIRH Tl~ scn N AIN~Lesdt 3) SMT!SPEIFIC CHAWNOSIFANY, TO BE MADEOLY ON APPROVALOFDe|GNSREI|HRrJSKEtH SouthAsia Pyt. Ltd. 5jpcRv1504 CONSULTANT CASCAAN APPROV DPALI iAsa |TllMGADONSTRNCSTRUCTURE | I lE_ _ 2500 ANGLESECTION o ~~~~~~(50OX0X 4) ELEVATION PLASTERIN :6 ~~LNKER IN 1: 3400 1 tt[ SECTIONA-A ICHAIN ' A _ - ~~~LINKB 18MMTHICK E CHAN THICK ______18M CEMENTMCRAR- LCEMENT400~ ~ ~ ~ ~ ~ ~~~~50M20MB ANGLESECTIMORfA M 0M 0M o z P.C.C M20 ~~~~~~~SCALE: SECTION B-B CHIN_ womm~mmoum fr-. lo - 21 AW LIEQCNtt R W m W W~B~aMyLE0fFrEAl OOANG _RUS~ GRA ND E ENOEEMNT E SR ECTIO _ 3) SITE SEC I FICCHANGEEIFANr,711SEortO1AtlNa PP Lt E UPONM2 S U L D0T WA LS C A L E :w RAILING1YPE 1 7SX 75X 6 MM M.S. ANGLEo SECTION _UMPER D 75MM THICKP.C.C. (M20) BED ACTINGAS = A O.P.C. P _ j * | 25MM 0TNCDI. GRAIN 7 - - - - PIPE ATIM C/C75 THROUGHOUT THEBA RIR- LENGTH BRICK 75MM THtCK RAMMEDBRICK B3AT G.L. ~~~~~~ ~ ~~~~~~~RAIUNGPLANTER SHUTTER CAN NOT OPEN_----- SOOMM2COMM1CCCMMOMU SCO4M GARAGE DUkPING~~~~~~~~~~~~GABAG 6 7 5 ~~~~~~~~~~~~~~~~~~~~~~~~~D UM P E R 500 ~~ ~ ~ ~ MMTHC~ " 7PRW 19HKSPOEC aOT lgwy ufowo nl IO0MM THICK P.C.C. (M20)--- BARRIER ______~~~~~~~~~~~~~~~~~~~~FOOTPATH SCALE DEAL FBRIRPROPOSED NUTGATTONTO PREVENT 500MM 200MM OMM 500MM 1000MM GARAGEDU1MPIING NOTES: UM NMT-7 DRAW'. HRJBHIKESH~PRCJ.ECT 1) FOLLOWWWrTEN4DIMeNSON ONLY GRANDTRUNK ROAD IMPROVEMENTPROJECT NatloofHIgtiwaysAu&hofty Of India 2) ALLDMENSICNIS N MMd UNLESS OTHERWISE SrrATED WInI INDEPENDENTENVi1RONIMENTAL REE N- olo 3) SIT! SPECIFICCHANGES IFANY. TO BE MADE ONLY ON APPROVAL. OF SCL :IDESIGNED. HRSHM T APE T RVNTGRAe UPN O IHAES South Asia PvL Ltd. THEENGINEER BAFEtTOP Er DMIGONHG A SD urn v APPOVE:DAL IIK qE- 1~~~~~~ 111III -f -I~~~~~~~. 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EN R(ONMENTALREM 1-VE \V i, PIS"ION NBVTO ~j '~~u SAE . EG 1 eAPPROED: DAi iH LeaEW~7Assocates CONCEPTUALDESIGN South Asia Pvt Ltd. OF STRUCTURALNOISE BARRER L PhAZ_.64 S- Asl FI. _ . . A - 50SOMMTICK F.C.C. (120) 1161HEm 6 KEATCEMENTSLURRY PLMAS01CEET ER)01IN 1:8 MORTAR P...(M20) 8* P.C.0.F0UNDATI1N M20 C~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~SECTON B-B I SECTIONA-A 0SOMM THICK BICK 8 THICK c04ENr PI6sr 50MM 080)1 P.C.C. 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TO BE IADEONLY ON APPROVALOF I A4 =II OlA THE ENG NEER IApR IDPAU I~~~~~~~~~~~~~~~~~~~~~~ 8 BRICKPAVING ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~BIC AYN n ~~~~~~~~~~~~~~~~~~~~~PLAN OF SITTING AREA (TYPE 2! PLA OF SITN1REAE(TRPE 1 Zt | [1 1\ T \ HACKR~~~~~~1 | \\ | // > 7250460 THEENOWEER 560± .0 GROON PPROVED: OIAU ANon. ROONOR. 502000 |ZMP TICK BRC W GRO99UNDt \ SECTION A-A (TYPE 1') T.TLA) Oro.i,,g Nc: T-IR NOTES: PW HRUSHIKESHI PRCJECT 1) FOLLOWWRITTEN GRAND _ _ nkW7 _ t3_ DIUENSOGNONL.Y .CECKED TRUNKROAD IMPROVEMENT PROJECT HRUSHIKESH F 1. Eootom Roenuc 2) ALL IN MY UNLESS INDEPENDENTERNTIRNMENTAL PSVTEW OTHERWISESTATED SEWLE. NowDTIN: - 100E5. DESIGNED HRUSHIKESH TE SEATINGARROUND TFEE-1 2IYENSICNS 3) SITE SPET-CFICHANGES IF ANY, A-ds ColPy TO EE WAOE ONLY ON APPRO9AL. 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TO BE MADEONLY ON APPROVALOF SEADINGHARROUNDREET2 | LeaAsodsates Souti TIHEENGINEER S A.D Tp Asa PVt Ltd. AppRovED- DIPAU HNOUB-IIUBILEi ,F~~~~~~~~~~~~' 300 1700 246 1700 00 3660 I+0.0o - I I - 7000 . SITTINGAI!Eh§AENT 4+150 4+150 +7507- *+450 EARTHFILLING ARE CKRES6 0~~~~~~~~20 ______c+45 4l45 6-750 Tukof the Tr 7 TtETL 4-+0. 0 +450 ++450 4 2000 2300 + +450 16001 Earth PLAN OF SITTINGAREA (TYPE 6) Sitting Arreng,rent Filling I 4300 4-+150 4+450 ++150 TR"I CFT TES 6460 ~~~~~~~~~~~~~~~~~~PCC(M)7MHSTOlE F[F0414 PLAN OF SITTINGAREA (TYPE 5) 1 253MM THI~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~BCK;RE i _ 48lKPVN IZ6MMAThtlCKRESTCK W A L L 141_sm63 gaI ie 3 0.00 OKOUNO ERICKPAV IN a SECTIONB-e (TYPE6) SCALE SECTIONA-A (TYPE5) Dm.mlgNo: T 20 DRN HCRNUoalHghayIAthttyOfIni NOTES: G RAWND1sN:Ti |FfHEHPREROADIMPRO5jrEMENTPROJECT| 1) oFlw WMTTENDIMENSIONS ONLY G>TRUNK CHECKED. RUSHEESN __ __ INOEPENOENTEMRONMENTAL REVIEW 2) ALL ImmENSIONSINMm UNLESS OTHERWISE STATED 3CL,DEM. HRUSHEUHI TITLE SEAT1NGARROUND TREE-3 3) aT SpECIC CHANDGESIFANY. TO GE MADE ONLY ON APPRDOVAL O Lea Aodtes SoulthAsia Pvt Ltd. THEENGINEER L. A_ Nmftf t APPROVEDD:PAI.) 30997 2460 797 300 o+450 4+15 SP ONING oX PLbN OF MIENT b(OTLA)I< f<++T30 EL0 t EATh FILLING - CKREST 2000B BL B 4+40.0 4+450 1C450 +40.0 TREETRI.R4 4+300 4+150 4~~~~+450 4-I-i 3PLAN OF SITTINGAREA (TYPE 8) O Z5M~~~ GoH+ PLANOF SITTING AREA (TYPE 7) TRuNK OF THE TREE EARTHFILDLiNSINGII"UNIESSOTHERTS G ARRENGMENT (OmTLA) F.C.C.CM2C7. MT20) STONE 125MMTHICK BRIC1 C, 125~~~~~~~~~~~~~~~~~~~20001THC BIC WL BRICKPAVING P.C.C.020 .0 P.C.C. .' 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COVER 2100 FOR INSPECTION 50 R.C.C.SLAB M-20 a _ _- 150 GRATING BRICK BAFFLEWALL 225 x 300 225 BRICKSLAB C' ~~~~~~100CC SLAB Ml-t0 PVC PIPE 2000 LONG O * 4-V IVEROCALDRAIN WELL cici _ - AGGREGATE C°o -G EOSYTHEnC FILTERFABRIC (2000 BELOWTHE BOTTOM .Of THE CATCHPIT) CROSS SECTICNA-A VERTICALDRAIN WELL FOR DRAINAGEOF SURFACE RUNOFFIN URBAN AREAS ~1500~ 00 BAFFLEWALL- - 00 BAFFLEWALL- _ PLAN VERTICALDRAIN WELL FOR DRAINAGEOF SURFACE RUNOFFIN URBAN AREAS SCALE lT9OrmN.: T-24 At HRUSHIIKES NOTES: ROJECT Nalonal ORAWN GRANDTRUNK HighwaysAuthory Of India 1l) FOLLOWWRlTTEN GtlSl<'tK)NS ROAD IMPROVEMENTPROJECT , ONLY CHECKED HRUSHIKESH WNEPENDENT ENVlR0NMENTAL R£YEW ------m.1-i. 2) ALLDIRAENSIONS INMM UNLESS OTHERWSE SrATEM S 3) SITE SPEIFIC CHANGESIF ANY, TO BE MADE ONLYON AFPRFAL OF 1:10GINGHPrrTITLEURBANiS THE ENOINEER AN F O R US. LW&Ltd. AppROVED: DIPAU Pb. 5d-11. ~~~~~~~~~~~~~~~~~~~~~~~~~Ph_ _ . 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TO BE MADEONLY ON APPRVAL OF v.Ld THEeNGIEER AMN-OWbe - ARVE DILIN-Oa INNS DRAIN WITH SLOPE OF 1:1CC A 7 BERM AND DRAIN TOWARDSROAD SIDE DITCH Y A BLNKU igwy Rams: Th.U*LU NHT-30 OMWN HIHJU4(EUI PROJECT GRAND TF~UNKROAD IMPROVEMENT PROJECT SPAiE OlIty Of 1) OLLWIMNSOSPJ1EN Gy HEaED:HW5HFM* DETAILNDETAT TSEA SLOPE ET NIRNENA RVE DETAILL_fA_^_-T DSCAILEA W : 7 5 0 KT AS 3)MADDEErTE 5PEc~~~~~~~~lC 0t4TA.33Y0Ct4 ONATIGESIF J.ASSOFM~~~~~~NOMY, TOSS OFAPPR HE (OrL liE DIGIE5R APPRr~~~~~~~~~~~~~~~~~~AMft DIARAPALNi A T MRUNrSC NHEADMT WICEVI 267 I BRICKWALL UJS 10 MM THICK RCC SLAB 23 lI~A CLASS6R1 FOCEEN l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~2rPA°°- r RTAR 0150M4 C/C TR AS 64 IH8M STIRRUPS0150MM SE40 N 3omm i 1 8MMTHICK. 34 .Ej| ' , ~~~~~~~~~~~~40066X 40066 - SLFHVAIION . ._ TOLGE I 133T I I -N12A 'AC LUMN~~~~~~~~~~~~~~~~~~~~IMOR 5 PTA 5666.16 / COLUBAOF 6170~~~~~~~~~~~~~~~~~~~-OLM AR R _A N G E M _E NC _ | 1 __ t_ ° ° j I R ENFO R C FMEN T N A-A SCALE 1:50 T G DSECTON 106e 13F 1TN0 SCALE T~T'WLLOFTRPLAN CANOPY 2) ALL DICNSGS IN 4U UNLESSORD 1ER STATmO CiEKO IWIBN6fDVRNETLE 3)S I S NIi CON4GSUT IMN Y 10S UA DEONLY ON APPROVAL OF I SCHR 7 A VE . IPAU TIT. STESCAEA.ING I L|41- da_ SaDUiAS bPVt. Ltd. 3 X ,--/-DETAI L 'X LAYOUT OF BUSBAY lm BRICKSOLING DETAILS - X SCALE 1: 10 NOTES: DwaIn NW.T-D32RAWN: HI S POMECT N) OTESW: EN ENISONYGRAND TRUNKROAD NatihalHighways Autrt OfIndia 1) FOLLOWWRIEEN DI3fNSIONS ONLY IMPROVE-MENTPROJECT CHECECKEDHHRUSH-. SH INEPENDCENTEMRONMENTAL RE9R1EW 2) ALLDIMENSIONS INMM UNLESS EMSE STATED S = R 3msWM VwECFo C4ANGESIFANYe, TO BE MADE ONLY N Appov O SCLE r OESPED: H T _ _ _ SLpERVISIONCONSULTANT APPRO Le chadsSoth AsiPvt Ld. _ *DIPAL : o;4a5 ~~0.452115 0.2 .3 L FLOOR PLAN 0.-51 0..4 5B ~~~~~~ A |.1 .22 2GL5 0.2 0.22 .G FRONT ELEVATIO SECTIONM No: CPAWN: l TRUNK ROAD 1) PFLLWI RTENOMDW6ONCNLY 1 ~~~~~~~~~~~~~~~~~~~~~~GRANDIMPROVEMENTPROJECT ., _ aElD HRID2H _INDEPENOENT ENVIRCONMENTAL 2) ALLDIMENSIOS 1r4MM ULs OHERMSHE r8TA REVIEW _ . L"saL:. e SUPERVBI TANIILrAhTN - AED _ col.INi 4 NOS,12 - i ~F | 8r0150 c/ -r . -120 0150 C/C C C~~~~~10/ ~ ~~ ~~~~~~~ - . l .0 . |1~ ~ ~ ~~~~~~~ c/C 50 *C L120 @250 ~ c/c ~ ~ ~ ~ ~ ~ ~ ~~20020 / PLAN SCTION EE __|____= = < 1 l REINFORCEMENT DETAILS OF RECTANGULAR COLUMN (SCALEI 10) RE(NFORCEMENTDETAILS OFSLA8 (SCALE 1: 20) L.2C/ ofj alto c/c 100 ClSC C/C __ 2NOS IS 80 0200 C/C FLOOR LEVFL + COLUMN ' L_ ~~~~~700,,;;--.F L LEEL 'C.C.. M2O G.A. DRAWING OF RECTANGULAR COLUMN (SCALE 1 20) (SCALE 1: 20) NOTES: DRAWN: FIRUSHITSH HighwaysAusiiotity OfIni NOrESNC T-34 D OR&WN: SWSH~ ~~~~~~~~RO~CTNodortimGRAND TRUNK ROAD IMPROVEMENT PROJECT U Indi 1) FOLLOWWpYrIS o>E ONLY' 0ECH¢I 8SH INDEPSNDENTENVRONMENTAL REVI O 2) ALLDIMENSIONS IN M UNLESSOThERISE STATED SCAL_ Ai Ltd. 3) STfE SPECW1CCHANGER F ANY,TO BE ADIEONLY ON APR DEALS OFTHEBUSSTOP LUCTURaAADbA sUP SWONCONSULTANT DIPAU t100 L75 t15 G75 100 rr OPENSPACES FILLEO UP ORY STONEPTCHING -WITH SOILANDO - PLANTEDOWITH GRASSOOR tZ t E E - ~~~~~RSREBAR lL-m EA H Af A IV ELMPlREBAR DETAILS iT 5ON A- S gX 5''2t C~~~~~~~~~~~~~-ROUNDE CONCRETEBLOCKS LAD ON 14CNGEOTE)TILE SUPPUESBY 2Z TECH(INOLA)PVT. LMO OH APPROAKSEOUTVAENT ROUGHCBIC STONESOF 25 CM NOMINALSIZE HANS PITCHED ON THESLOPES. IK7ERS7OCCESA1LLED UP WITHSPALLS ANDS SOILGRASS PIANTK IN THEHIONSTCES. * PRE CASTCONCRETE BLOCKS FOR SLOPEPROTECT ON FROMEROSION OR RIVER BED SCOUR STONEPITCHING OF SLOPESURFACE DETAIL A' DETAIL'B" > TO~~~~~~~~~~~PTIE IN MADE UP WITH M1aCONC. .,q q CAsr BLOCKS - ~~~~~~~PRE FLO GROUND E ExISTING/ OIRECIIZN ci 0 a Cl 00GOOD OUALrt. NAUTY BRICKS (CLASS 1) HANAZI Z SN THE SLOPE Li 2ZZ < l 20Z l ~~~~~~~~~~~~~~~~~~~BRICKPITCHINGOF SLOPE SURFACE Ml45 2ZZCONC. \ VO1O FUEO WITHW Z. m COURSE GRAVELSR TOPSOIL FOR PLAITMNG DETAIL'C" INSTALLATIONOF TYPICALPRE CASTBLOCKS ON SLOPESURFACE NOTES: DrawkgNo: T-M W~~~~~DAWN:r, ROnECT Natbia)Highways Authority O ni NOTES Drav'NgNo T-35 PROJECT ~~~~~~~~~~~~~~~~~~~~~~GRANDTRUNK ROAD IMPROVEMENT PROJECT 1.ra.A. OA-ni 1) FOLLoWwRrrrI DIMmENSUNONLY CHECKEDI HRUS1110423H INDEPENDENT ENSRINONMIENTALREVIEW I - 2) ALL DimENSIN IN UdUNLESS OTHERWISE STATED _ WcALL Nrro TOSCALE ,~ w 0 3) Sn SpECIFIC CHANGESIFAPNYt TO BE MADDEONLY ONAPPROVAL OF DES ~ LeaeaSouth Associates AsiaPv. LWd.n MIrEDRWI Iy E SLOPEPROTECTION DETALS TIT LA-a M. LI SUPEBVSION CONSULTANT APPROVE: .- ---- Np-D'wos-1aoms R . BRICKLAID ON EDGE 2 0 BRICKLAID ON FLAT THIS SPACE,OBTAINED I FROMTHE PERTiCULAR * ARRENGMENTWILL FACIUiTATEGROWTH OF VEGETATIONON SLOPE _ KERB STONE ' / <,// GAERIONBOX BRICK ARRENGMENTELEVATION AFTER TWO 101m,m (Brick laid on Flat) COURCES ONE COURCES OF 7Dm, (Brick laid on edge) KERBSLA8 AS PER DETAILSIN PLANTERDRAWING GOODQUALUTY BRICKS (CLASS 11) HAND LAIDON THE SLOPE. GABIONBOX AS PER DETAILSIN GABIONSTRUCTURE DRAWING aw X ~~~~~~~~~~~~BRICK PITCHING OF SLOPE SURFACE 2) All.DIMENSINS-INUN TN- -S -ES-TE BRIK-PTCHN- N-SOP ThE ENGINEE- -pp-O- - -I-AL- - - - -1- S00MM 200MMOMM 5OOMU 1) POL NWR DNIMENSIONSONL z . N* T46,}A -IRA N: HUEKEH -}UNLESS -MEALL OTHERWISE -S S IN -T-T - -CHECKED HRUSHIKESH iRECT GP\N TUNKINDEPEND ROADENT ENViRNMENTALIMPROVEMENT REViEWPROJECT NatinalAutotyOf. India 3) SITEBFECIFIC CHANGEE IFANY, TO SBE MAfE OFNYON ADPROVAL OF S C A U _ 0 HzlIDRICSNKE PTMCIlSO SLOEa41 Assdae SoUflAsih Pyt Ltd. A50 , 450 75, MONOTHICKMETAL SHEET 10 MM DIA RIVETS _ K > 53 l W53 BACKGROUNDBLUE SITE so MONOTHICKMETAL SHEET RETROREFLECTORISING PAINT NAME DESCRIPTION LETTERINGAS PER DESCRIPTION I. R. C. NORMS |DISTANCE l CAST IRON T-ANGLE CASTIRON T-ANGLE ______75X75X10 75X75X10O (EMBEDEDWITH CONC.) (EMBEDEDWITH CONC.) PRECAST CEMENT 350 ~~~~~~CONCRETECYLINDRICALBASE- 450~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 40t PRECASTCEMENT PRECASTCEMENT CONCRETEBASE PLAN CONCRETEOCTAGONAL BASE _ l _ ~~~GL - .GL ELEVATION SECTION NOTES:~~~~~~~~~~~~ G.N TRN RODIPOEET'l -RJC .E NOTES: D~~~~~~~~~~~~ng~~~N07T-37 DRAWN: YRAJU PROJECT GR1 RN ODIPRVMN RJC ationalHighways Authority Of India 1) FOLLOWWRITTEN DIMENSIONSONLY CE A I I-M |2 ALL DIMENSIONSIN MM UNLESSOTHERWISE STATED SCALE: CEOSIED: MA T 3) SITE SPECIFICCHANGES IF ANY. TO BE MADEONLY ON APPROVALOF IOFNSIGNAGERLea A ,VItLd es- DESIGNED: MANJU TITLE DETAIL OPSIGNAGE SUPERVISIONCONSULTANT LeaAssociates - South APPROVED:| DIPALI Asia Pvt.LtdO. _ _F | l!222 WIW 0E CN - !P BRICKP TCHING FOR 06Th 2000. 1S E SLOPEPROTECTION LPOND SLOPE GRD000ND-% - 11 :4 -~~~~~~~~~~~~~~~ ~~~~~~~PROPOSE, ORNASMENTALTREE OF SPECF ______600 ~~~~~~~~~~~~~~~~~~~~~~~GULROH-ARTREES@10)MG/CSE IO B- PROPOSEDORNASMENTAL TREES OF SPECIE ZOO CDNC RAITS P00006ThEL CR 200,, SDIL 000030 FCR FLAN5NC ~~~~SALIX©~~~~~1DMANDOU/C C/C ioLMOHAR IN NUMBERNLMEES YP CAL BRICK PITCHING DETAIL X~~~06 7- __- -_ -- -_; -. -0 - E I - L 0 - --_ - - - _____Tf:: N E0 EXISTINGPLOT BOUBOUN3ARY DA Æf \ : = ------=-= =E=I=T=N- -L-I o 6 E g~~~~~~~ ------:_------_ 7 - 7 SECTIONI A A PROPOSEDTURFNG O D - - -O- - - - _-- - .~~~~~~ 7 7 - 7------7 = 7- - - -, -R - - ~- - -r~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ -L -2--4-B---- - I , . T L ~~~~~~~~~~~~~~~~~= _ L~~~~~~~~SURF-ACE RTOTER-__-..I PROPOSEDTB0RCK _ _ _ _ _ - I~~~~~ . -C * PTCHED EDGE PROTECTION=__X=~-==~ l~~~~~~ ------~- lo =: SLOPENI2 AS PER _ _--_-__ . _--:---_-_ ; l SECTI ON SEP AT A-A - - - -- S-ALL SORT - 7 ------_- 0-EPRED ACCESS-- 7 ------_- 00 POND!SE0X0 -: ------~Naionl ighay Auhoit ~.~ ~~~~~~~~~~DTI SHOW 7- - - - -u2-5E22Y9 --- -- AZADIRACHTANDOCA 0 5 10 15 C-'W 51!0m C/C ° S 1 0 NOTES : DPRNoPSED RYAJUKO DRAWNB 7ECTGRANDTRUNKIMPROVEMENT ROADPROJECT ,RatioSeuOf India _ 1) FOLLOWWRITTEN D MENSIONSONLY PROTECT CHECKED: MANJU INDEPENDENTENVIRONMENTAL REVIEW 2) ALL DIMENSIONSARE IR MM UNLESS OTHERWISESTATED R- __ - - -S NLea ASS cats ouh AiaPv td OP SUFERVISIOSCONSULTANT ACAEPREOUSIGEOMIApJLI ASA FlSHPOND _ Ls3Asa002 05,es SuthAsa Zebra crossing L + cm DWARF BOUGAUWiLLA @1.5M C/C VISIBILITY TRIANGLE TYPICALDETAIL OF ISLAND r------l stl$ 1 ' - _ - -_ > r n~~~~~~~~~~~~~~~t= 4 I_ - __ ROW-VARYING ktH A-'-t~444 ~j-r LI - - TREESTO BE PLANTEDAS PER I -~~~~~~~~~~~~~~~ DRAWING -- r ~~~LANDSCAPE ___ - -MEDIANU t TO BE LANDSCAPE AS PE - - _------LAN =-,DSCAPE DRAWINGS ROW-VARYING -- - DWARF BOUGANVILLIAIS PLANTED @Ji5M Note. a bep CIC IN THE VISIBILITY TRIANGLE 2)Nosohefee. teobe shitS1beIleroedaitlo UlIiDI 2) Nos,mI c r tgM.h.b. b. pl-balth M i 220rn tio 100e do mthd-oed -IgI 3)Spedi ,,d -umbe,e rede hebet be plente I per bndea. d-4ogs9. 4) Thenumber d md.e hSW5eve r be In-eas.d or devusasd -awdiog e sph aP.. 1ebeolIn ROW -- _ _ _ … - I00 NOTES D-ea.g No: I | op1AWII: AW; PROJECT GRANDTRUNK ROADIMPROVEM PROPROJECT National Highways Authority Of India 1) FOLLOWWRITTEN DIMENS0NS ONY CORRIDOR NH2 INDEPENDENTENVRONMENTAL REMEW - i frot 2) ALL DIMENSIONSARE IN MM UNLESSOTHERWISE STATED. SCALE I NTS DESIGNED: TITLE JIC1ONPLANTATION Lea Assodates South Asia Pvt. Ltd. 3) SITESPEDIFC CHANSES F ANY,DO NE MADESONY ON FARNOVAL A-AdO,N- PAn - OF SUPERVISIONOONNILTANT CAD FILE: JUNC-A APPROVJED, RS UCINte eN rOf 110 - ROW-VARYINGUPTO 60n, , ROW. VARYINGUPTO 60m. TREESTO BE PLANTEDAS PER LANDSCAPEDRtAWING _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ------__------ TREESTO BE PLANTEDAS PER hi ~~~~~~~~~~~~~~~~LANDSCAPEDRAWING tROWs s 8 . , / ' -VARYINGUPTO 6SW. LANDSCAPINGON MEDIANAS PER ROW' -VARYING UPTO 60B, LA1NDSCAPEDRAWINGS Note: DW~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ARFEOUGANVLLIAIs [email protected] Note: ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~VSISILI'Y TRIANGLE CCI 1) No trees shall be plantedwithin the visibilitytriangle VI C/CIN TiE VISISIGTYTRIANGLE 2)NpmareesDlaraashrubs shall be planted witin wtnlu Mot te m dan openingw 3)PSe?ciedand number of trees and shrubsto be planted as 3) The numberof middlerows are to be irncae pr . decreasedauccorng to the spaceavaiaIam eIn UWL NOTES : DR5N 2 DRAWN: |R RADRUKRAIMRVEENPOJC National Highways Authority Of India 1j FOLLOWWRTTENDIMENSIONSINLY MINDEPENDENT CHECKED: ENMRONMENIALREVIEW MhEW 2) ANY CHANGESTOS MADE ToBE APPROVED DESIGNED: T1TLE JUNCTIONPLANTATION Lea Associates South Asia Pvt. Ltd. 3) ANY CHANGESTO BE MADETO BE APPROVED A.=. N~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ASWN, ~f, oI,, BYTHE SUPERVISION CONSULTANTL I - F- WOVe APPROVED ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~CROSSJUNCTIONWITH MEDIAN GREABREAKN.SR -uzOOS,SS. ' Trafficunder pass to beshifted to thejunction to facilitatepedestrian crossing - TREETO BE PLANTEDAS PER LANDSCAPEDRAWiNG j ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~I / -- -X -_ -- _ - _ _ -_- - - - ______- - ~~~~~~~~~~~~~~~~~ LANDSCAPINGOF MEDIAN ASL- - *- ANDSCAPE- DRAVVINGS. L ROW-VARYINGUFTO E6n, NO PLANTATIONFOR 10DM. ONMEDIAN DWARFEOUGANVILLIA I PLANTEDG1.SM Ir FROMTHE CENTRE OF JUNCTION NOTES: NOTES: ~~~~~~~~~~~C/CIN THEVISIBIGTY TRIANGLE 1) Species to be planted by refferingtyckal landscape Sections 1) No Eeftsshall be planted wintin the visibillty tarlngle 2) No smail vees or large shrubs shall be planted wlUn 11O 1OOmof the median opening 3) Species and number of trees and shrubs to be planted as as per landscape drawings. 4) The number of middle rows are tObe cnueesedor decreased according to the space available in ROW. 5) A minimum of Sm distance. NOTES SCALE r DRAWN: PROJECT GRAND TRUNK ROAD IMPROVEMENT PROJECT Nsiionai HighwaysAuthority OfIndia 1) FOLLOWWRITTEL DIMAENSIONSONLY CORRFDOR NH2 C INDEPENDENT ENVIRONMENTALREV:EW 2) ALL DIMENSIONSARE IN MM UNLESS OTHERWSE STATES DRW. NO. 3 DESIGNED: TInLE PEOIONFOR.JUNCTION PLANTAnON Lea Associates South Asia 3) STE SPECIFICCHANGES IF ANY, TO NE MADE ONLY ON APPROVAL Pvt. Ltd. .A-c. N- FA. OF SUPERVISON CONSULTANT CAD FILE: JUNCrC APPROVED: 1sCori CROSSJuNCTIONwYTHVEHICLEUNEEPASS 11" 14iziW Zebracrossing ±0Gm Zebra crossing + 0 cm -,~-' T Zebra L PROPOSEDNERUM DRAWFSHRUBS + 0 c DETAILA I j <. < L . . -- Ps1~~~~~~~~~~~~~~~~~~DTAL ROW- VR~1140UPTO SOW. T0BEETO PITO AS PER LONDOCAP \DRAWING 2) Nosmall treesor largeshrubs shall be planted < <1C/C IN THE VISIBIGTY TRIANGLE AS SHOWN withinI 00mof themedlan opening 3) Speciesand number of treesand shrubs to be planted as perlandscape dawings. 4) The numberof middlerows are to be increasedor decreasedaccording to thespace avallable in ROW srou2 E sTs DRAWN:PROJECT - National Highways Authority Of India NOM . GRAND TRUNK ROAD IMPROVEMENT PROJECT tar A-sot S Newouh10sWEEoETNRNl,NAIEnw. S roLw - NrNwswosN0-rcz0r " CHECKED: _ La ssoates South Asia Pvt. Ltd. or SU=WYS0s Iansraraur ama Nr DESIGNED: TITLE JUNCTIONPLANATON W50-5LuNr APPROVED Y- JUNCTIONLANDSCAPING Zebracrossing 'C\ IC Proposedshrubs of specie Neriumdrawf pink @0.6mc\c TYPICALDETAIL OF ISLAND ROW- VARYINGUPTO tOm. / 7 // ,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~7{~~~~~~~~~~TREESTO BE PLANTED AS PER / / / / / , / LANDSCAPE DRAWING PLANTATIONIN MEDIANAS PER '=_------______7 ------LANDSCAPEDRAWINGS I L;Xt1 | < ~~~~~~~~~ROW-VARYINGUPTO60m. Note: I I PROPOSEDDWARF SHRUBS 1) NOTreeS shall be planted within ThevYisibilitYtriangle [IN 22 WITHVIILTHE TROWGL 2) No small bees oir large shrubs shall be planted wibn 20 within I100m of the median opening I | 3) Speiaesand number of trees and shrubs to be plantedas per landscapedrawing. I 4) The numberof mibblerows areto be increasedor decTeaesdaccording to the spaceavalible in ROW DWARFBOUGANVILLIA IS [email protected] C/C IN THE VISIBIGTYTRIANGLE AS SHOWN NOTES~ ~ ~ ~ ~ |rNr DRAWN:IPROJECT __National Highways Authority Of India 1) FOLLOW wrrrEN OIMENSIONS ONLY D PRCHECKEOE GRAND TRUNK ROAD IMPROVEMENT PROJECT M'.ih--iS= 2) ALL DISIONS ARE IN .. UNLESS OTHERWISESTATEDCE r __ NVIRONMENTAL REVIEW N O) SrrE SpcCIFICCreNGcS IF A. TO MADEONLY ON APPROVAL TTE JUNCTIONPLANTATION Lea AsoCiates South Asia Pvt. Ltd. OF SUPERUiSIONCONSULTANT N- APPROVED TYPICALT- JUNCTION -OWNg- I'Mg.Pv.Ld P-or-.R822SS5.s22sOa -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~J Chm. 12200 Hdofid0odWl 2m SlIdeof urtmd Sot Mitgigatn: PmpomwDMWM *Ib¶ Trus Boundary wall of the buildhg vwill be raised to 5.5 m. Further reductlon of obf bulftqfmm RoW 27.7m Ine 20Nam,Ser hum noise krMs be brought down by proidsing ging of openings faing RaImmiDb do, theOn Conidor In the ground floor. 8oundWmRo 15.0m o H d of5ublg 30mH' H4ht ofEimtudoo.nI NainlHgwy uhrt TrTLE PROJECT N atiorl Highways Authonty OF lndia DRAWN: PAJESH GRAND TRUNK ROAD IMPROVEMENT AAM lEMoRaL HOSPTALAT D No N1 NIsE MmGAlON FORGQNGA REVIEW ,t 1 Kw.12.200 (SOUTH) DESGNED: RAHULSNGH INDEPENDENTENVIRONMENTAL South Asia Pvt. Ltd. MA PACKAGEIV AKM 317.000 TO K.M85.000 Le Asscates 2) JIASCAdLE:COHECED,y 10~~~~~~~~~~~~~~~S70X10 l~~~~~~~~~~~~~~~~~~~~~~~~~zof cI,- 19.7000 - 0 aD .~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~eh, of_ U~~~~~~~~~~~~~~~~~~~~~~~~~E~~~~~~~~~Gr SC@dX~~~EMIIi Tme / L / * Mitlgton: P~PSdidbaRd 3DI9Wi In. A bondt wallrMnbd5.5m of heIghtho Issh.lbe atnctedaround the premise. PdDb Bamlda,y double-9lazlngof openings In the walls acing the conidor. wrm RoW - -u.ec 1 Hd~I of Brild 3nm HelIto ni.lIIEmrt Growid L*1 - Bdw"TM" MRigaVanN NOISEMIlQTION FORPRRSCHooL HKSTnrIA ( CHANDOu)AT DNoi:NMA42 DRxAW,N PAESH PROJECT GRAND TRUNKROAD IMPROVEMENTPROJECT Natbnal HighwaysAutlhorty Of ndia g Kn. 15.700(NaRTHl DSIGNEDl RAHIULSNGHI IND EPENDE NT ENVI RONMENTAL REVIEW N Wf. . I) Ali duu.m' b mm ur_s. OIwws sd NTSACEKDb.xS PACKAGEIV A Kn. 317.000TO Km. 65.000isI A.o_ ouhAsiavLUd.I.W. 2) Fof the d Nodly N APPROVED osATH R _ Ch*wv 23200 HdgI of Boulry Wl 2m SIdeofI to Ne. EmdIhg Mitgation: altenwla Ppi ed OdsiE TB =Jbundary wall of the buildingshall be ralsod to 5.5n and all the openings of blWding *w RdW 33.21a . 2 e-- _bfadng the madwill be double-glazed. Further reducdon in noiselevel PmpowdwanrdRnD3M OJffld 2 beyond year 2015 wll be achifed by soundoftr insut onoFexbd walls of B&Advywal fmmRoW 23M OubWde2 d ~~~~~~~~~~~~~~~~~~~~~~~~~~~~thestructure. HJWaiofBl" 3m Htg of Embnm und Le% _ NOIsE mAnoN FORSENIR BASICVDYAAYA. G MSNIAT N DRAWN: RAJESH PROJECT GRAND TRUNKROAD IMPROVEMENTPROJECT Of India Kr"1.23.20(sounH) DESIGNED: RAHULSINGH INDEPENDENTENVIRONMENTAL REVIEW I.B1 Nobu SCALE: H .SATISH Lea Associates South Asia PvL Lt. 1)AFdm milInm CHECRED D PACKAGEIV A K.M317.000 TO KM 65.000 Lea A ceo' 2) Fdu.wttbn da..oilonlUIy AppRovWO- D.SATI814 aweliom N~ ~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~m~~~~~h-02MMM DOTOLZWIA11!LWW W*R OMWLEOF DOO GLAtP I sma~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I i,- | i |I V . ig . chk ^ HuIMoBowduyW - sB IZ. of bddhoa Swo RotWrBOuXslyWish I-,MMUlr2YAL -0Syo g TSILA TILLACX ! ! M oA d _ hom TRoW 28.55m Prpsd r IuIC t L= @ ; f }~~~~~~~~~~~~~-reucthe noisQe.lUOeninls fudngther.Patto dor shdll bem alongtele loao . borBsides forItne hw lsofis OOm on eithnerside of thestructure shall be BOmoIym trnw-o ooXd. 20 1 q*planted to act as noiseacreens. Ileighto 3m 4dhla HhiEom .dmobcr e WOeN . IllOAllON SANSTANmTmLLr Dgaim No:behoAsct - RAIE5H PuROJECT GRANDTRUNK ROAD MPROVEMENT PROJECT alff4e wO India NOISE mAINAY^NSIIASNT^ mZ 0 NRH qh o 1 DE9GNEr. RAkIHuI.1N04 INDEPEENEENTENENVIRONMENTALVIREV=EW _of CHECltED:n.PlnoDouSAth 2dNcde A_m alonLtde on 1) ASpd dbhof 0d1_ CHPECKED: d D.5ATISH ATr PACeoGENT IV A 317.000 TO Kh. bot n. i 85.000 Le -sP _tsSuhr oAsl P_LdS r' s be CUMRD~~~ ~~ T- II F--^ ~~~1 S1 Udc,mi 11._.ni d _. chl 27AC Hu ort A- 11dWdIL11 PMPNW DWXM TrE2dsm B.-rdary wall of height5.5m, shall be consructedaround fth premisesof .'g~uaRcW~ thestructure. All openingsfacng thecanidor shall be double-glazedto onSaWtftm Y 26.iim laide _.5 ^ireduce the noie levelsfirther. Plantation of width 40malong te RoWon Pmpmdw Row - 5arnidu~~tull RoW -Oubmin 20~-- 1ld plantedbothsdes to actfara as distancenoise screen. of 100mon eitherside of thestructure shall be HditworSdBt am H0tl ofEnSbwkrnt GIoldLe'r lITLE DPVt RJS RJCrNational High*wayAuthortly O nl NOE Mi1GATIONAT OREN ENGLUSHcHo0L KAilLA Km 27A0o(5OlJT) Diw No N4ei DA RAII i GRANDTRUNK ROAD IMPROVEMENT PROJECT Nhainm OfSIndW DESIGNED. RMUL t1GF INDEPENDENTENVIRONMENTAL REVIEW in & NOW SCVIE ^ CHECM D.)SH_ L Memata AJSOouth Asia S Pvt. Ltd. I) ao_W_ mn _huw Lm Ai S DTiSH PACKAGEiV A Km.317.000 TO Ki. 65.000 =o- ftbvvw L. Ex "C"OUm WALL -2h.. HIGH ETO h UN2Y WALLTO BERAJOED TOI 0.00 I Iss I W I i I I X1 G-OOR(2O0O.100U) DOOM SHALLU.DBLEOJ 4~~~~~~~~~~~~~~~~~~~O.~(U li ) [l I I AlS1UX=L _ - 1LABBROOSCI ill' R = - U~~~~~~~~~~~~~r-- ______I ___ Chfhp31AOO H6PSWnoamww~ Z&n ~| RSTTLM 1=Ij _.__ SeafthelmedNoti Ed .TIFrHLSm MWdgaton: ProomODlICxTtm 2)Fa1mw1ftvndkWwo* Boundary wall cofthe SbUctUreW1lbe raised to 5.5rn and the openings of the of Wd4 fromRw -12rr1&n_. PPROVED D.OAThH structum facng the corridar N..DWuBoWfshal be doubgbMzed. Provision of noise barrie p Dbe Of r = nvotMes obstrur on of passage way as well as vantiatZon to the buildlngs & .. dwy W11ftn PAW ouWdsX adjacent to the oonidor, as the college is locWte in an urban area and hence HWht d Euldin g Ho%lt o Ebd mt 13wuna L-wal_ NasrLno^N rePRvVDsK J^ywHDu. |r N: DRAVWN PAJESH PROJECr GRAND TRUNK ROADIMPROVEMENT PROJECr Na9n Highwap Authornty Of India Nao: |SCALe I A CHECKEa D.[SATISH r|Les Assoae South Asia PvL Ltd. 1) AldirRor mI munM l1-_hed NT3 O .AS PACKAGEV A Kmn.317.f000TOKin.e5.000 |_N 1_C HEIGHTOF BOUNDARy WALL TO BERAISED TO WM EXISTINGBOUNDARY WALL OF HEIGWITM 4700.0 1000.0 8 ,~~~~~~~~~OFCROOM DOO.| o D(21Xx1)U t ' t i-Xl § z 4700.0 - 4 12000.0- ~~ -~~ 20000 -----~~~~~zoo------CLASSROOM ~~~~~~DOORS SHALL BE DOUBLE GLAZED J - 0 O - - WINDOWSSHALL BE DOUBLE GLAZED ------ . .0 Ch~ 37.SOO HgatOfBodiryWM 3m _ _gation SIdewox mMd South RAIAUPUR V pi hidhgto RoW525 m TEx The sdiODibelng aWteddose to raihwayline running at Ih3 back of the afbusg vm RoW s25mzfd 2 strJucbre,there Ishigh noiselevel, which Is beyondthe scope of predicioni'Mth Pr ofd the avalible model.The higher noiselevel willhave to be mndgatadby rabisng Bandwywal RoW ftm 40.5m O udeS the heightof theboundary wall and providing sound Insulation on allsides of the Haightor Bildo - HeNhtoEmbw*mWd GndL Lg- b .ld TITLE DAWN: RAE | PFDJECT NOISE MlmGATON FORPRPMARYSCHOOL. G NTRUNK ROAD IMPRo PROJECPROJECT National HighwaysAuthorty Of India CHANDoLK. 37SX00(9OUTrH) DnewMgNM NN14A-7 GRAND1NKE ROADENVIRONMENT PREVEW 1 E AMWn DESIGNEO RAIULSINGHN INDEPENDENT ENVIRONMENTAL REVIEW a I)M d u SCALE: | CHECIEEA: D SATSH | PA| 2) Al d,itulorm O w | Lea Assocats South Asia Pvt Ltd. In NTS nIN S0A PACKAGE IV A Km1.317.000M KM.6 N- Fe. 2) Folwilt Oda d lb l N |OAPPRoVED | D.SATISH lo~i