Government of Utar Pradesh Environmental Public Works Department Lucknow,indba Management Plan
(PHASE 11) Public Disclosure Authorized Decwmber 2003 (Sitapur - Bahraich) E505 Volume 20
Ph* Coa m& ConsuftwVs (PCC) Swvces (Loan No, 4114- 1N)
Consultncy services for Uar Pradesh State Road Project Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized
DHV CONSULTANTS BV Funding Agency: in assoc wffol THE WORLD BANK Halcrow and Partners OperationDHVCOSULAFILE Research Group FndnCOPYcy Development Consultants Ltd. MDP Consultants ( Pvt ) Ltd l f nnw Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Project Co-ordinating Consultants Services for the Uttar Pradesh State Roads Project, under IBRD Loan No. 4114-IN
ENVIRONMENTAL MANAGEMENT PLAN (SITAPUR - BAHRAICH)
TABLE OF CONTENTS
1 INTRODUCTION ...... 4
2 MAJOR FINDINGS OF THE EA ...... 6 2.1 Project Corridor ...... 6 2.2 Environmental Impacts ...... 6
3 CLEARANCE ...... 7
4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED ...... 8 4.1 Pre-Construction Stage ...... 8 4.2 Construction Stage. 8 4.3 Operation Stage. 8
5 IMPLEMENTATION ARRANGEMENTS ...... 23
6 INSTITUTIONAL STREGHTHENING ...... 26 6.1 Institutional Strengthening ...... 26 6.2 Training ...... 26 22 22 7 ENVIORNMENTAL MONITORING ...... 28 7.1 Introduction ...... 28 7.2 Objectives .28 7.3 Methodology .28
8 REPORTING SYSTEM .31
9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS .32
10 ENVIRONMENTAL MANAGEMENT - BUDGET .33
LIST OF TABLES
Table 1.1 Phase II Upgradation roads ...... 4
Table 1.2 Details of Route 6 Sitapur to Bahraich ...... 6
Table 2.1 Potential Environmental Impacts along Route 6: Sitapur-Bahraich ...... 6
Table 4.1 Environmental Management and Action Plan for Sitapur-Bahraich (Route 6) ... 9
Table 5.1 Implementation Schedule ...... 25
Table 7.1 Environmental Monitoring Plan for Route 6 (Sitapur-Bahraich) ...... 29
Table 8.1 Desired Monitoring and Reporting Process and Responsibilities ...... 31
Government of Uttar Pradesh, Public Works Department, Lucknow, India 1 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Table 9.1 Bill of Quantities ...... 32
Table 10.1 Environmental Budget for Route 6 (Sitapur-Bahraich) ...... 33
LIST OF FIGURES
Figure 6.1 Proposed organisational set-up for UP State Road Project-lI(Phase II).... 27
LIST OF DRAWINGS
Drawing 6-1 Typical Design for Construction Camp Drawing 6-2 Enhancement of Pond Drawing 6-3(a Roadside Landscape Design Drawing 6-3(b) Roadside Landscape Design Drawing 6-3(c) Roadside Landscape Design Drawing 6-3(d) Roadside Landscape Design Drawing 6-3(e) Roadside Landscape Design Drawing 6-3(0 Roadside Landscape Design Drawing 6-4 Enhancement of Temple + Well Drawing 6-5 Enhancement of Pond + Temple Drawing T-1 Washing Platform at the Edge of the Pond Drawing T-2 Brick Pitching on Slope Drawing T-3 Seating Arrangement Drawing T-4 Brick Paving Drawing T-5 Detail of Stepped Access Drawing T-6 Railing Detail Drawing T-7 Drawing For Silt Fencing Drawing T-8 Wells Drawing T-9 Hand Pumps Drawing T-10 Oil and Grease Separator
LIST OF APPENDICES
Appendix I List of Applicable MoRTH Clauses Published by Indian Roads Congress, New Delhi, 1998 Appendix II Procedure for Selection of Sites for Construction Camps Appendix IlIl MOU for plantation scheme between the UP Public Works Department and Forest Department. Appendix IV Monitoring Standards Appendix V Reporting System Appendix VI Specifications for Environmental Management Works
Government of Uttar Pradesh, Public Works Department, Lucknow, India 2 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Glossary Of Terms
1. Project Requirement The mitigation/enhancement measure written is essential for implementation. It forms part of the project. The mitigation /enhancement measure may continue during entire project life.
2. Contract Requirement The mitigation/enhancement measure is a part of contract document to be signed between UPPWD and contractor for the implementation of project. The mitigation enhancement measure shall be completed within the construction period.
3. MoRTH Specification The specifications published IRC (Indian Road Congress) to be followed in road construction. These have been adopted by MoRTH .
4. Design requirement Mitigation/enhancement measure specified in the highway design of project route.
Government of Uttar Pradesh, Public Works Department, Lucknow, India 3 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Project Co-ordinating Consultants Services for the Uffar Pradesh State Roads Project, under IBRD Loan No. 4114-IN
ENVIRONMENTAL MANAGEMENT PLAN UPGRADATION ROUTES (SITAPUR - BAHRAICH) October 2003 I INTRODUCTION
The Public Works Department, Uttar Pradesh, is carrying out the Uttar Pradesh State Roads Project under World Bank Loan 4114-IN. The project preparation activities including the project planning and design is being carried out by the UPPWD through Project Co-coordinating Consultants (PCC). The project envisages the major augmentation of capacity as well as structural upgradation of important highway network in the state of UP. As part of the project preparation activities, the PCC has carried out the feasibility study for 18 corridors (slightly modified from 15 corridors identified by the SOS), based on various criteria including internal rates of return, environmental attributes of the area of influence, the likely social impacts of the proposed improvements, etc. The feasibility study identified 11 corridors (4 corridors comprising 374 km in phase I and 7 corridors comprising 590.74 km exclusive of bypass lengths of roads including length of bypasses in Phase 11) for upgradation to SH standards and 22 corridors for major maintenance works wherein 808 km of road is in Phase I and 1736 km in Phase li
The UPPWD is the executing agency for this project and will be responsible for the overall preparation, implementation and operation of the project. The routes taken up for upgradation under the project are given in Table 1.1.
Table 1.1 Phase 11 Upgradation roads
Route description -e i C ------...... - Length In Cost Route From To Km INR million
N o. I ______3 I Pilibit Khutar 72.807 . -- 4-.. __ 1164.6 4B Lucknow Bangarmau 73.229 1315.9 6 J Sitapur Bahraich 88.336 2490.0 7B Azamgarh Phephna 100.929 1986.1 _O1A Gorakhpur Shahganj 109.656 2642.1
11 Moradabad Uttaranchal 36.335 782.1 .... __ ...Border .. ____ 16 ! Deoria Ballia _ 109.447 1763.7 Totol Phase II 590.74 12144.5
Government of tlttrir Prnoieah. Pthlie- Wn&rL mlrnr-irfmnt Ir'n,., fr,i A Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
The UPPWD, the executing agency for this project, is responsible for the overall preparation, implementation and operation of the project. International contractors selected through International Competitive Bidding shall carry out the implementation. The PWD shall be assisted in the supervision of the construction activities by international consultants. The construction duration of the project will be 2 years.
This report details the Environmental Management Plan for route 6, Sitapur - Biswan - Tikora Mode - Bahraich. As part of the project preparation, this route has been divided into homogenous links. The proposed road cross-section (W3) after upgradation will consist of two lanes-each 3.5 m wide, 1.5m hard shoulder and 1.Om soft shoulder with hard shoulder on each side necessitating a formation width of at least 12 m. The links and their description are presented in Table 1.2
Government of Uttar Pradesh, Public Works Department. Lucknow, India 5 Environmental Management Pfan (Sitapur-Bahroich) DHV Consultants Bv December 2003
Table 1.2 Details of Route 6- SNtapur to Bahralch
_ - ___ Link description _.. j Ro_ 1Length In Link No. From To Road No. Km2 6.1 Sitapur |Biswan | SH 30 31.707 6.2 I Biswan Ghaghora River SH 30 29.948 6.3 Ghaghara Tikora Mode SH 30B 23.448
64 -rikora Mode [Bahraich ISH 13 [ -3.227 2 MAJOR FINDINGS OF THE EA
Before presenting major impacts on the environment of the study region, a brief description of the project corridor is presented below. 2.1 Project Corridor
The project corridor, from Sitapur to Bahraich, has a route length of 88.336 km. The road passes through many settlements such as, Khairabad, Gilliola, Bahraich, Biswan, Reusa, Ramuwapur etc. There is no industrial estate along the road. The corridor mainly traverses alluvial plains. The soil type varies from sandy clay and silt to heavy clay often used for brick making. The most commonly found tree species along the corridor are teak, eucalyptus, babool, mango, banyan, arjun, pakur, peepal, neem, etc. The average tree density along the road is 232 per km. The road crosses Gone river, Kewani river, Chauka river, Gobarahia river, Megha saut river, Ghaghra river, Saryu canal and Sarda canal. The road crosses the flood-zone of Ghaghara river (km 74 to 80 and km 80 to 86). There are total 127 culverts (6 for city drains, 13 for irrigation channels and 108 for natural drainages) including 3 causeways and 18 bridges (4 for irrigation channels and 14 for natural drainages). One major bridge over river Ghaghara has been planned at Chailarighat. The south-west monsoon contributes major portion of rainfall in this region. The average annual rainfall in the area is 1200 mm, while the annual average temperature lies between 25°C to 27.5°C. The general altitude of the area varies from 200 m to 250 m. The project road lies in seismic zone IlIl and IV. The horizontal coefficients (xr) for these zones are 0.04 and 0.02 respectively, as against the highest value of 0.08 and thus can be termed as moderate zone.
There are no environmentally sensitive receptors or site of archaeological/historical importance along the RoW or abutting the RoW. 2.2 Environmental Impacts
Attribute Description of Impacts Significance Assessed Physical - No new quarries to be opened Low Resources - Existing operating quarries having sufficient material have been , identified ...... __._ .. ------...... _...... Air Quality - Material transport and hot mix plants Moderate are likely to cause pollution during construction. Some localized increase in SPM is also anticipated along stretches where earthmoving is in progress. - Air quality standards are unlikely to be
exceeded by even 2011 A.D. - Flora level - 819 trees are to be cut to facilitate Moderate [ construction. Governmentof Uttar...... Pradesh,. __. ....Public...... Works._ . _.._Department,.... _Lucknow,...... India...... _._._6_ -
Government of uttar Pradesh, Public Works Department, Lucknow, India 6 Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003
Atfribute Descriptfon of Impacts Signlflcance Assessed No endangered species of flora have been recorded close to the project route. Noise Level - Increased noise levels will occur along Moderate stretches where construction work is in progress. - Operation stage noise levels are projected to exceed the norms for
residential areas. _ Fauna - No protected areas are to be located Low with the influence area of the route. - There is no record of any rare or endangered species of fauna near the project route. ... .~~~~~~~~~~~~~~~~~~~~~ ------_. _...... _._..__. __. . _. __.__...... Land use There will be land acquisition for Moderate i required widening in urban stretches and for intersections improvements also. - Further, there will be natural land-use succession following improved ...... _..._._. _.__._._. _ __..... ___...... connectivity. _._._...... ___...... -- -- I -- - --...... -. - ----...--- Water - 101 hand pumps to be removed for High Resources the proposed upgradation. - Pollution of water resources such as ponds adjacent to the road and rivers/canals crossing can be effectively mitigated if appropriate ------i _ steps are taken. Human use - 19 public property is being impacted I High Values directly along this route. Resettlement - A total of 1929 families will be affected High of whom 567 will have to be displaced.
3 CLEARANCE
The contractor is required the following clearances to obtain after mobilisation but before construction works start
* Clearance of Engineer for location and layout of Worker's Camp, Equipment yard and Storage yard.
* Clearance of Engineer for Traffic Management Plan for each section of the route after it has been handed over for construction.
* Consent of the Uttar Pradesh Pollution Control Board for each hot mix plant used by the Contractor.
* Any other clearance which UPPWD or Supervision Consultants deem fit to obtain.
In addition, the Contractor will submit an assurance to comply with the EMP provisions to the Engineer.
Government of Uttar Pradesh. Public Works Denortment Ii jHl(nn InA,,.7 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
4 ENVIRONMENTAL MANAGEMENT MEASURES PROPOSED
A description of the various management measures during the various stages of the project is provided in the following sections.
4.1 Pre-construcfton Stage
During the pre-construction stage, the management measures required will include, clearance of the Col, tree plantation for compensating the lost trees and afforestation for increasing tree cover, measures for protecting/replacing/restoring community resources such as hand pumps and other utilities likely to be impacted before the start of construction activities.
4.2 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 for the pollution levels to be within 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 of the enhancement and mitigation measures suggested, working drawings of the same are provided in the Appendices. The applicable MoRTH clauses to be followed have been compiled and are given in Appendix 1. 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 grow in importance. Other possible locations where a risk assessment' will be useful include the locations of Hot Mix plants (spillage of fuel, bitumen etc) and labour-camp sites. The site selection procedure for construction camp workers has been given in Appendix 11
4.3 Operafton Stage
The operation stage will essentially entail monitoring activity along the corridor. Monitoring for pollutants specified in the Monitoring Plan will serve the two purposes. In addition to checking the efficacy of the protection/mitigation/enhancement measures implemented, this will help to verify or refute the predictions made as a part of the impact assessment 2. Thus, it will complete a very important feedback loop for the UPPWD.
I Wrsle mk herehooogm deals elclIwe4y -,th the physcal e,,vro,Tent. tre Resettlement Aclon PNor,addresses euoalty real mks on the socrc econo,c aspects. Ccedne,ncy Plo,n-g moy be adopted to set os,oe resources 1V the evesytsfor whCh there ms,o woy of predctng seveffty or,d prooob.Irty ot occ-rrence w,th ony gseat degree Of cevfdence No-rmolyhed proportcn or the ernergency response resource ollocOtav s kept lWOyson sttond-by to coyoter such a st,otrc.
2 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.
Government of Uttar Pradesh, Public Works Department. Lucknow, India 8 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
The measures adopted and/or to be adopted during different stages of the project have been detailed in Table 4.1
Table 4.1 Environmental Management and Action Plan for Sitapur - Bahraich (Route 6) Environmenhl Enhancement/ Reference to j emplementanlon Issues/lmpacts Mig9aton Meoasures Contract Documents anagement Action I Rmpntibili PRE-CONSTRUCTION PHASE (removal of trees and encroachments; site clearances, construction camps) establishments of Uncertainties con- Refer RAP for Details cerning land and I other assets acquisition Inadequate i Refer RAP for Details compensation and other grievances ______Tree clearance (819 *Compensatory *Indian Forest Act I.Only marked trees .UPFDC, SC, trees to be cut) plantation PWD & & (11980) to be felled. Forest Department additional| aCompensatory*1 jplantation t , plantation of 1638 trees @ 2 saplings |for each tree felled. ! Additional 6165 trees to be planted to achieve trees density of 200per km. '*Removal of trees only within Col after joint verification with forest ______!____!______department. Grubbing & levelling *Removal of remains *Project *Contractor will j FDC, SC & PWD i of trees to facilitate Requirement carry out the construction and clearing of stumps carting away of and levelling remains Carting away will be done by the FDC after the stumps are removed from the -i !ground. Siting of construction Siting will be final *Project ' Contractor yard will *SC & PWD after approval of SC Requirement prepare a site plan. who will look into the i .The contractor will site and planning of avoid site near the contractor, water-courses for site fuel & lubricant storage areas. ! Machinery and equipment area will be protected. CONSTRUCTION PHASE (earthworks; road construction: camp site operation: procurement of material from quarries, crushers and borrow areas; traffic management during construction) Borrow pit *IndemnityI by *MoRTH 305.2.2.2 *Contractor will exploitation *Contractor and causing contractor to verify that loss enough PWD of productive UPPWD against quantity land of borrow third party claims, material is available at identified borrow pits along project route at chainages 41.500, 57.500 and 73.500. *Equitable *Contract *UPPWD will check *The PWD. NGO agreements and for Requirement restoration and contractor borrow pit devel- post-restoration opment will be use. reached between land owners and contractors in- cluding measures for post-restoration.
Government of Uttar Pradesh, Public Works Department, Lucknow. India 0 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to MaaeetAloTImplementatHon Issues/impacts Mitigation Measures Contract Documents~ Maagmet_cHn_ Responsibilities *Contractors will *MoRTH 305.2.2.2 *isnclusionof .PWD and submit plans toI appropriate clause supervision UPPWD for borrow in construction consultants pit exploitation and contracts. moni- post-use restoration toring of before com- compliance during mencement of construction and work and proper administra- implementation of tion of contracts will. I approved plans. be ensured. eContractors will be *Detailed *NGO, PWD and advised that iprogramme supervision Iextensive Icovering consultant exploitation of shal- restoration for other' low borrow areas I roductive use shall: will not be be prepared by the: approved contractor and .Restoration and overseen by a post-restoration icompetent NGO. productive use of land will be en- sured by the I Icontractor. These productive use include usage for aqua culture. .Monitoring of .PWD, Supervision restoration work. consultant. NGO Erosion of embank- *Earth works *MoRTH 306.3. *lnclusion of *Supervision consult- ments shoulders and specifications will MoRTH 307 shall be appropriate items ant. PWD pavement leading include provision for applicable for in specification, contractor and to deterioration and stable slope mitigation monitoring of PCC. aftecting stability construction. com- measures in this im- compliance during and integrity of road pacting and laying pact construction and out turf including appropriate watering until administration of ground cover is fully contracts will be established, ensured. Embankment protection measures are re- quired at tollowing locations of new bridgesas replacements for old ones at chainages km 84.600, 77.300, 60. 700, 51.700, 34.720, 34.300, 28/1 (over Saryu nala), 22.900, 17.900 and 12.200. Brick pitching will be provided at all locations as slopes of embankments of these minor bridges/culverts are not too steep. Measures that will be adopted are: .Discharge zones of drainage structures (culverts and bridges) provided with riprap. eConstruction in ero- sion and flood prone areas will be restricted in monsoon season.
Government ot Uttar Pradesh, Public Works Department. Lucknow, India 10 Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to M I implementation Issues/Impacts Mifigation Measures Contract Documents anagement Action Responsibilifies *Side slopes will be kept flatter wherever possible, and in case of steeper slopes it will be established mechanically and covered with stone pitching specially at new bridge location over river Ghaghara. *Flood protection measures will be constructed at location in Jahangirabad and ahead of Kewani crossing and beyond km 35.800 upto Ghaghara. Flood protection measures include raising of carriageway and provision of side drains with proper t out fall points. .... ~~~~~~~~~~~...... ;.._ .. _.... ._.... _...... __...... - . ....----...... --..--..--.-..------...... - -...... Safe site for *Site will be located *Contract .PIU will approve the, .PWD Supervision construction at least at 500 m Requirement site chosen by the Consultant and workers' camp down wind from contractor Contractor habitations such as !Conditions will be *PWD, PCC ,Khairabad. Biswan,, put in contract Consultant Jahangirabad, document for RewsaE location of site at IRamuwapur, above specified Bahraich etc. A generic plan for the; i construction camp along with various facilities and their , locations is indicated in I Drawing 6. 1 E ...... _...... _...... _...... Sanitation and .Proper availability *MoRTH 105.2 *Contractor will *PWD, Supervision disposal facilities at of drinking water install temporary Consultant and construction workers and sanitation toilets with septic Contractor camp facilities at workers' tank/soak pits. camp *Contractor will *PWD, Supervision provide suitable Consultant and collection and Contractor disposal system for domestic refuse. For collection of domestic refuse dustbins will be provided. The collected waste may be disposed off at the nearest municipal land fill site. Cooking fuel at *Workers' should not *Contractor will *PWD, Supervision workers' camp depend for ensure availability Consultant and cooking on wood. of kerosene oil. Contractor Inclusion of the above conditions in contract document will be ensured. Health facilities at *Availability of first _The contractor will *PWD, Contractor, workers' camp aid and health ensure first aid PCC and facilities boxes in adequate Supervision Con- numbers and make sultant. shift_dispensary at
Government of Uttar Pradesh, Public Works DeDartment. Lucknow. India 11 Environmental Management Plan (Sitopur-Bahralch) DHV Consultants BV December 2003
Environmental Enhancement/ - Reference to | IImplementatIon Issues/impacts Mitigation Measures Contract Documents Mancgement Acton Responsibilities camp. The above condition may be put in contract ______document. AIDS/HIV awareness *Workers to be .To organise *NGO and campaign at made aware of awareness contractor, PWD workers camp HIV/AIDS and programme every and Supervision protection meas- month Consultant. ______ures. _ _...... _ ___ . ______...... __.._...... _._.___...... _ Damage to services *Relocation of any *MoRTH 110.2 *Potentially affected .Supervision Consult- running parallel or potentially affected services will be ants/ Contractors/ across the road services prior to identified in design PWD during construction commencement of stage. leading to any construction interruption in supply works *Contractors will be *MoRTH 110.6 *Service undertakers .Statutory responsible for will be notified for undertakers/ identifying and relocation and NGO/PWD/Supervis safeguarding necessary ion Consultant services adjacent programming to to works and for avoid construction compensating delays (incl. statutory payments). undertakers for any accidental damage to such services. *Relocation works to .PWD/ Supervision be completed by Con- statutory sultant/Contractor undertakers before road construction works proceed in accordance with an agreed programme. Inclusion of PCCP Consultant appropriate clauses and PWD in construction contracts; monitoring of compliance during construction and proper ad- ministration of con- tracts will be ensured. Fire Prevention .Adopt safe work *MoRTH 111.6 .Provision of .Contractor practice and have adequate fire adequate fire fighting equipment fighting facilities will be made. Presence of .Contractor will .MoRTH 105.2 *Inclusion of *PCC Consultant, contractor's provide own appropriate supervision workforce increasing suitably equipped clauses in con- consultant and pressure on already and staffed site struction contracts; PWD strained local emergency medi- monitoring of facilities including cal facilities, complionce during health & medical construction and facilities proper ad- ministration of con- tracts will be ensured. Incomplete post-use .Contractor will oMoRTH 105.2 inclusion of *PCC Consultant. clearance and rein- prepare site appropriate supervision statement of base restoration plans for clauses in con- consultant and camp, leading to approval of UPPWD struction contracts; PWD loss of land and to implement monitoring of .Supervision consult- productivity or these plans fully compliance during ants/ additional costs for prior to demobi- construction and PWD/Contractor land owners to rein- lization. All proper ad- state land temporary works ministration of con- sites to be notified tracts will be *Supervision consult- by the contractor ensured. ants/ prior to use *AII sites will be PWD/Contractor
Government of Uttar Pradesh, Public Works Department, Lucknow, India 12 Environmental Management Plan (Sitopur-Bahroich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to Management Action ImplementaHion Issues/Impacts MiNgation Measures Contract Documents I_____ Act Responsibilifes photographed to record pre-use state. *BOQ's will include nominated lumpsum for reinstatement of temporary sites to peruse status. Pollution of land, eDuring construction .MoRTH 306.3 .Monitoring of *PCC Consultant, ground water and it will be ensured i compliance during Supervision surface water arising! that contractor construction and | Consultant, PWD, from sanitary and does not dispose strict administration I Contractor and other wastes and off debris in water of contracts will be Statutory spillages bodies. I ensured. Undertakers Sedimentation tarps will be provided near water bodies. *Soil laden run off *Provision of waste *PCC Consultant, will not be diverted disposal site for Supervision to water bodies by waste from Consultant, PWD. provision of construction and Contractor and sedimentation trap. storage yard will be; Statutory made. Undertakers eVehicle . *PCC Consultant, maintenance and 'Supervision refuelling will be Consultant, PWD. confined to areas i Contractor and under construction Statutory yard to trap Undertakers discarded lubricant and fuel spills. !Sanitation waste *Separate septic *PCC Consultant. from workers' tanks shall be used Supervision Consult- i camp will not be I for disposal of ant, PWD, diverted to water sanitary waste. Contractor and bodies. The waste Statutory Under- water will be takers diverted to septic t tank. jContractor's to pre- *MoRTH 105.2 ,Monitoring of iSupervision Consult- pare, for UPPWD's compliance during ant, PWD, approval detailed construction and Contractor and public health strict administration Statutory Under- utilities plan for the of contracts will be takers workers camps and ensured. other works sites, which make adequate provision' for safe disposal of all wastes and prevention of spill- I ages, leakage of polluting materials etc.
eContractor will be *MoRTH 306.2 *Monitoring of *Supervision Consult- required to pay all compliance during! ant, PWD, costs associated construction and Contractor and with cleaning up strict administration Statutory Under- any pollution , of contracts will be takers caused by their ensured. activities and to | esd pay full compensation to those affected ______Contractor's water |Contractor will |MoRTH 306.2 *Monitoring of I *Supervision consult- abstraction resulting make suitable compliance during! ant, PWD, PCC in depletion of arrangements for construction and Consultant scarce water own supply and i strict administration resources with local protection of water of contracts will be users and pollution bodies from I ensured. of surface water pollution ! bodies from __ _
Government of Uttar Pradesh, Public Works Department, Lucknow, India 13 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Proiect Environmental Management Plan (Sitopur-Bahraich) DHV Consultants BV December 2003
Environmental I Enhancement/ Reference to Management Action implemont:iton ssues/lImpacts Miligation Measures Contract Documents angee c Responsibilifs_ construction *Silt fencing will be activities provided all around the base of the stockpile of materials wherever material is I stockpiled near water bodies as per! I typical drawing T-7 Construction traffic eContractors will use *Contract .Monitoring of *Supervision consult- causing pavement appropriate Requirement compliance during ant. PWD, PCC and structure vehicles and to construction and Consultant damage due to comply with legal strict administration overloading, gross vehicle and of contracts will be increasing axle load limits ensured. congestion and *Contractors will * MoRTH 119 & *The supervision *Supervision consult- increased road repair damage at MoRTH 111.11 consultant will ant. PWD, PCC safety hazards own expense ensure preparation Consultant and enforcement of traffic management plans. eContractors will *MoRTH 112 *Monitoring of .Supervision consult- minimise road i compliance during! ant. PWD, PCC safety hazards and ! construction and Consultant inconvenience to strict administration other road users by of contracts will be taking appropriate ensured. measures such as proper diversions, signages etc. Road safety hazards *Contractors will *MoRTH 112 *Monitoring of *PCC Consultant, associated with take all reasonable compliance during supervision temporary traffic measures to construction and consultant and diversions minimise interfer- strict administration PWD ence with traffic of contracts will be flow and to provide ensured. safe transit at diversions. Few recommended measures are - Reduced speed signs and boards before diversion indicating such diversions. - Proper blocking of road under construction to avoid following of different paths at diversions. - Maintaining two way traffic flow to proper information ti traffic police. Air pollution from as- oAsphaltandHotmix *MoRTH 111.5 *Monthly monitoring .PCC Consultant, phalt and Hot mix plant will be located of air pollution and supervision plants, construction in down wind timely action to de- consultant, PWD yard and due to drection at a crease the and contractor movement of mirimum dstance of pollutant mechanical 500 m from urbcn concentration by compactor. towns and viloges appropriate ciong project route, measures will be taken up. *Trucks carrying con- *MoRTH 111.8 *The supervision *PCC Consultant, struction material consultant will supervision will be covered enforce the consultant. PWD with tarpaulin to mitigation and contractor avoid spilling, measures suggested through efficient monitoring.
Government of Uttar Pradesh, Public Works Department, Lucknow, India 14
f-AA_ eA% r~ - n_- Al + __ 'A_@14-_4 ID/~ -9 - I .&,_- -_ IS - n_---- Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental i Enhancement/ Reference to I ImplementatHon Issues/Impacts iMitigaHon Measures Contract Documents Management Acton Resonsibilifes .Water sprinkling will *MoRTH 111.8 *PCC Consultant, Ibe carried out in supervision mornings and eve- consultant, PWD nings on haul roads and contractor and compact surface. | Vehcles and .MoRTH 111.1 ! .PCC Consultant. construction I supervision |machinery wil be consultant, PWD maintcined to and contractor conform emission standards specified bySPCB. *Stock piled sand eMoRTH 111.1 *PCC Consultant, and stone will be supervision wetted before consultant, PWD loading. and contractor *Construction debris shall be disposed only at designated ______sites. .. __ __~~~~~~~~~~~~ ...... __._. _. _...... _...... __...... _....._ Noise Levels *Construction yard *MoRTH 111.5 *Supervision consult- (will be located at ants, PWD and 500 m away from contractor habitations. -All equipment will *MoRTH 111 *Supervision consult- be maintained in ants, PWD and good working contractor order, properly designed engine enclosures and inbuilt silencers. *Construction work -Contract .Supervision consult- will be prohibited Requirement ants, PWD and between 10.0 PM - contractor 6.00 A.M. at all
...... habitations...... ------...... - .------...... _...... _.. High Noise Levels .Double-glazing of *Design .Provision in .PWD, PCC, openings of Requirement contract document Supervision sensitive receptors for construction of Consultant and (educational and noise barriers will be Contractor health institutes) at made. km 93.20, 41.161, 44.062, 52.445. 64.888, 75.194, 65.61 4, 65.879 *Provision of "Blow No-Horn" signs at the approaches to the structures Water Logging and jNeed to build drains !.Design j oThe supervision *PWD. Supervision Cross Drainage in water logged Requirement consultant will consultant and areas with proper out ensure that contractor. falls at chainages contractor builds 91/2. 66/2,52.900. up drains as per 49/2, side culvert design after 42/l and I 00m specifications. after 13/1 towards Ramuwapur. !Need to build new *Design *PWD, Supervision culverts at 23.200, Requirement consultant and 23.800, 26.975, contractor. j27.200, between 37/1 & 36/2, 10m ahead (Bahraich side) of 51/4. .Need to replace old culverts at 23/3. j 23/4. 25/1. combined bridge (in place of 35/2, 35/3, 35/4 and 35/5). 35/1, 52/1, ...... 72 72 2 87 1and_ ......
Government of Uttar Pradesh, Public Works Department, Lucknow, India 15 Environmental Management Plan (Sitapur-Bahralch) DHV Consultants BV December 2003
Envirornmental Enhancement/ Refer nce to Maaemn Aco Implemenfaffon Issues/Impacts Mitigation Measures Contract Documents anagement Acon Responsibilifies .__..__.______88/1. Accidents Hazards *Following safety .The supervision .Supervision consult- and Safety measures are consultant will ant, PWD and designed to ensure that safety Contractor enhance safety: measures are con- structed as per MoRTH design. *Development of *Design intersections at Requirement chainages 91.600 13-arm SH-30 & start of Khairabad Bypass), 87.700 (3- arm SH-30 & end of Khairabad Bypass), 64.500 (4-arm SH-30 & MDR at Biswan) and 5.000 (3-arm intersection-30B & SH-1 3 at Tikora Mode) and 3-arm intersection between (SH-30 and NH-24) .Reduced speed *Design .Supervision consult- signs in up and Requirement ant, PWD and down directions at: Contractor 1. Khairabad 2. Mubarakpur 3. Saraiya 4. Biswan 5. Puran Ganj 6. Jashangirabad 7. Reusa 8. Bhagayanpur 9. Bahavanpur 10. Bahroich 11. Education institute at km 41.161, 44.062, 52.445, 64.888.65.614 65.746, 65.879 93.200 and on Khairabad Bypass 11. Health institute at km 75.194 .Development of *Design .Inclusion of *PCC Consultant, junction at Requirement appropriate supervision chainages 93.40 (3- clauses in construc- consultant, PWD arm NH-24 & SH-30) tion contracts; and contractor as per MoRTH monitoring of specifications compliance during construction and proper administra- tion of contracts will .______be_. ensured. __ _ _..... _.__ . __ _ _. Negative Impact on *To compensate for *Design '-The UPPWD will 'PWD, supervision, Flora due to Cutting 819 number of trees Requirement ensure availability consultants, of Trees to be cut, 1638 of budget to State contractor, NGO. number of trees will Forest Department Forest Department. be planted. for plantation and i *MOU for the consultation that plantation scheme specified number between the of trees are Public works planted. Department and j *Ensure availability Forests g I of budget to State oPIU, supervision. Department given | 1i Forest Department I consultants, in Appendix 111. for plantation and contractor. NGO, that specified i Forest Department number of trees are planted.
Government of Uttar Pradesh. Public Works Department, Lucknow, India 16 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to M tmplementaHon Issues/Impacts MiHgatHon Measures Contract Documents a ResponsMbilitIes Negative Impact on eAdditional *Design Fauna plantation shall Requirement provide habitat to nesting Avifauna lost due to cutting of roadside plantation. * Construction workers shall be trained about safe handling of animals if found by chance. Cost of training built into training component cost.
Cultural Severances .11 Shrine on this * Design .UPPWD will make .PWD. NGO and route to be shifted Requirement available supervision in consultation with budgeted fund consultant concerned people and space for and following shifting judicious engineering design
Occupational Safety oConstruction *MoRTH 111.6 *The contractor will * PWD PCC, and Health workers will be ensure adequacy contractor and provided with per- and availability of supervision con- sonal protective PPEs. sultant. equipment IPPE) such as earplugs, helmets, safety shoes, gloves, etc. . ... _ . .._ ...... _..._.____...... ____.....__~~~~~~~~~~~~...... Bridge construction i*The construction .Design i Provision will be * Contractor super on rivers and canals i should be in lean Requirements made in contract vision consultant, (Sarda Canal Khiri season flow document UPPWD Branch (Chainage * Oil interceptors .Design 77.300), Biswan Pond and sedimentation; Requirements * Provision will be (chainage 60.700), traps should be made in contract Saryu Nala installed to to document (chainage 28.400, avoid SH 30B) and contamination of Ghaghara River canal river or water' body by oil and debris /soil. *Conditions will be a) The bridge eMORTH 1200 indiin . UPPWD, SC, i foundation shall' contract Contractor be designed document. properly to ! support structural load of bridge and design shall be such that bridge has minimal impact; on eco systems of water bodies mentioned in ! previous column. b) To limit the potential for chemical l attack the jI concrete foundation should contain I a 330Kg/CC. For! underwater _ ___-_-- _ __
Government of Uttar Pradesh, Public Works Deportment, Lucknow, India 17 Environmental Management Plan (Sitopur-Bahroich) DHV Consultants BV December 2003
Environmental Enhancemont/ llReference to M ImplementatNon Issues/Impacts Mitigation Measures Contract Documents anagement Action Responsibilities concreting 10% extra cement may be used.
Siltation into water a) Slit fencing will * MoRTH: 306 !Conditions will be * UPPWD, SC, Bodies be provided at j included in Contractor the base of the 1 MoRTH 306 contract embankment document. for the entire I perimeter of any water body (including wells) b) Siltation of soil into the water | bodies will be i prevented as for as possible. i The contractor will take all reasonable measures in this case. c) A construction i material containing fine particles shall i i be stored in an enclosure such that sediment - laden water does not go water body.
Torrent Run off a) No tree or MoRTH :201.2 4 Conditions will be . UPPWD.SC, vegetation included in contract Contractor other than * MoRTH 306.2 & 4 document. those designated for felling will be cut. b) The contractor shall take all necessary precaution anda construct temporary/ permanent devices to prevent water; pollution (due to siltation and increase of turbidity).
Government of Uttar Pradesh, Public Works Department, Lucknow, India 18 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to Implemenhflon Issues/impacts Mitigation ..______Measures Contract Documents Management Acffon Responsibilnes _ x ___ _ _l_i__i e_P-__. _ Alteration of a) In selection of * MoRTH: 305.3.7 * Conditions will be Drainage water body included in . UPPWD,SC, earth, stone or * MoRTH 306 contract Contractor any document. construction materials or appendage shall be properly disposed off so as not to block the flow of water. b) All necessary measures shall be taken to prevent earthwork, stonework, materials and appendage shall be properly disposed off so far as not to block the flow of water.
Contamination of a) All measures will * MoRTH 111.1 Conditions will be * UPPWD,SC, water from be taken to included in Contractor construction wastes prevent the contract waste water document. produce in construction from entering directly into water body as directed by engineer. b) Construction works on river shall be avoided during monsoon ! c) The discharge standards promulgated under the Environmental Protection Act, 1986 shall be strictly adhered to. All waste arising from the bridge is to be disposed off in the manner that, is acceptable to the Uttar I i Pradesh State Pollution Control: Board (UPSPCB) i andthe engineer.
Government of Uttar Pradesh, Public Works Department, Lucknow, India 19 Project Co-ordinatina Consultants IPCCI Servicp, for Ii1ttrr Prnridh 4tfni Pn-eq¢ P,-;d-+ Environmental Management Plan (Sitapur-Bahralch) DHV Consultants BV December 2003
Environmental jEnhancement/ Reference to Management Acflon ImplementatIon Issues/impacts MitigatIon Measures Contract Documents I__ Responsibilities Environmental eAmbient air quality eContract *Records will be *PWD. PCC, monitoring during to be measured Requirement maintained for contractor and Construction Phase once in a season reporting and for supervision con- (except monsoon) future reference. sultant at location specified in monitoring plan. Monitoring standards provided in Appendix ]V. *Water quality *Contract *PWD, PCC, (ground and Requirement contractor and surface) to be supervision con- monitored once in sultant a year at locations specified in monitoring plan *Noise levels to be *Contract *PWD. PCC. monitored once in Requirement contractor and a season at supervision con- locations specified sultant in monitoring plan *Soil quality along eContract *PWD, contractor RoW to be Requirement and supervision monitored once a consultant year. *Monitoring of con- CoCntact .PWD. SC, NGO and struction sites for ar- requirement contractor rangements made for protection measures at storage areas, drainage and *Inspection of construction camps frsanitation Enhancement Measures Enhancement of ePonds located at .Design eNecessary details at, PCC, PWD Road Side Ponds km 82.20. 78.375, Requirement enhancement and Water Bodies I78.000.76.000.60.7 measures will be 8. 80.000 and 91.40 Ipresented as will be enhanced drawings for easy with toilowing understanding and measures: in creasing implementability. c'Stepped access .Design Ilnvolvement at *PWD. NGO, supervi- to water edge Requirement NGOs in sian consultant and c*Provision tar enhancement contractor washing platform. measures will be (Drawing T-1) ensured. c*Br'ick pitching for slope stablisation towards road side. (Drawing T-2) c;'Plantation at trees and shrubs for stabilisation A schematic sketch of enhancement measures for pond is given in Drawing 6.2. Details given in the drawing shall be as per the typical designs T-1 to T-6 Road side I Plantation along .Design I eNecessary details of! *PCC, PWD, Landscape Ithe corridor shall be': Requirement Ioutlines enhanced I Supervision as per the typical measures will be in- Consultant, NGO designs provided in cluded in contract l~and Contractor. UP DrawingS 6-3(A) TO document. I State Forest ______~~~6-3(C), subiect to J ______I__ Developm ent
Government of Uttar Pradesh, Public Works Department. Lucknow. India 20 Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003
Environmental Enhancement/ _Issues/Impacts Reference to | ImplementaHlon MiHgaHion Measures Contract Documents Management AcHon Responsibilities the approval of Corporation. these from UP Forest Development Corporation. Suitable design as per the land avail- ability shall be pro- ,_____ vided. Cross drainage and j. Desiltation of | Design * Maintenance of re- * PWD flooding j drains to avoid Requirement cords of desiltation ! water logging will as given in EMP will be taken up. * Design be ensured. Desiltation will be Requirement come out before onset of monsoon. * Enhancement works on water l bodies shall be taken up only in dry; season
OPERATIONAL PHASE Increased Air _Ambient air quality *Project *Monitoring Pollution *PWD monitoring at Requirement frequency is thrice following locations: in the operation *Jahangirabad phase. . Biswan * Khairabad Noise Pollution *Noise pollution .Project .Monitoring .PWD monitoring at Requirement frequency is thrice following locations in the operation along the project phase. route corridor. *PWD eSitapur *Local unit of PWD *Biswan to ensure 9Jahangirabad maintenance and *Panditpur to make inspection *Strict compliance *Information about *PWD and for State no horn in No Horn Zone on Traffic Police identified places in each route to state design. traffic police for compliance.
Government of Uttar Pradesh, Public Works Department, Lucknow, India 21 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to t Implementatlon Issues/impacts Mitigatlon Measures Contract Documents Managemen Action Responsibtiffes Water Pollution *Provide 2 nos. of oil *Project *Monitoring *PWD cum-sediment trap Requirement frequency is thrice at ends of ditches in operation phase. near following location of ponds: km 82.20, 78.375, 78.000, 76.000, 67.879as per typica drawing given in T-8 *Provide 4 nos. of oil! cum-sediment traps at ends of ditches near the following location: water bodyat km 79.500(Gone river). 77.300(Sarda Canal-Khiri Branch), 63.800(Sarda Canal), 63.900(Sarda Canal), 60.700(Biswan Pond), 51.900(Kewani river), 48.900(Chauka river), 39.200(Gobrahia river), at 28/1 (Saryu nala), at 17/2(Megha Saut/Saryu Canal) I and on Ghaghara river crossing.80.00 (Pond), and 91.400(Pond)
! *Monitoring of I surface and ground| I water quality at following locations at least once a year: I*Kevani river | Hand Pump at i Jahangirabad .______Bhola P __an._____ Soil Characteristics *Monitoring of soil -Project eMonitoring *PWD quality of Requirement frequency is thrice agricultural field in operation phase.; close to RoW at Panditpur. *Checking of |Proper *PWD. Forest overflow of spillage! maintenance of Department from the | avenue trees and I carriageway by ! vegetation will be promoting growth taken up. of vegetation cover along the road shoulders and preventing over- flow in agriculture | field. __ _*__.. _ _ - Maintenance of .The saplings shall |Project I *Appointment of an .PWD road side plantation be planted and Requirement engineer for shall be watered ati arboriculture and regular intervals. staff to assist him *Replacement will be done. planting for dead *UPPWD respective saplings will be unit will keep vigil. I done.
Government of Uttar Pradesh, Public Works Department, Lucknow, India Project Co-ordinating 22 Consultants (PCC) Services for Uttar Pradesh State Ronds Prnipct Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Environmental Enhancement/ Reference to Mat Acti Implementation Issues/impacts Mitlgatlon Measures Contract Documents anagemen cton Responsibilties Possible undesirable *Vigilance to *Project *Improved project .UPPWD induced and the prevent Requirement route will be Environmental development and unauthorised properly Social developments and maintained. Management unit effective control by under PWD. regulations and ______jcontrol of land use ___ I Problems arising with .lnteraction with *Project eRecommendations Authorities general road safety tStatutory local community tol Requirement j made will be in- specified under due to increase in explain road safety plemented traffic in various laws aspects. coordination with other departments (RTO, UPSRTC. Private transport operation, Education Depart- I ment, Zila Parishad.! Problems ~ ~~~~~~~etc.) arising with! *Interaction with -*1 i general road safety drivers and driving due to increase in institute to imbibe troffic aspect of road safety in driving. *Interaction with state road transport undertaking (UPSRTC) to train I drivers in use of the , bus-stop and road traffic safety measures. Budget, for training of C I drivers included in training componen ' costs. .Maintenance of road safety infrastructure to be done properly and timely. _
5 IMPLEMENTATION ARRANGEMENTS
The responsibility of implementing the mitigation measures lies with the UPPWD. All construction activities being taken up by the contractor under the Supervision Consultant (SC) will be scrutinised by the PIU. The responsibility of implementing the mitigation measures lies with the UPPWD. All construction activities being taken up by the contractor under the supervision consultant (SC) will be scrutinised by the PWD. Reporting system has been given in Appendix V. The UPPWD will appoint NGO for the implementation of RAP. The same NGO will help the contactor and supervision consultants in getting the equitable agreement signed for borrow pit development / post use restoration between owner of the land and contractors. The NGO shall also help PWD in supplementary plantation / compensatory plantation mainly to supervise survival rate and for involvement of farmers whose land is adjacent to RoW. NGO's terms of reference will include these responsibilities in addition to RAP implementation responsibilities. Specifications for environmental management works and given in Appendix VI. Implementation schedule is worked for phase wise implementation of the mitigation measures as discussed below. Assuming that the clearance for the project is received from all the concerned authorities by the end of November 2003, pre- qualified contractors will be finalised by November 2003 and tender document will be ready by January 2004 for issue to pre-qualified contractors and actual construction can commence in October 2004. In the pre-construction phase of the project the supervision consultants shall review the EMP and RAP to identify environmental and
Government of Uttar Pradesh. Public Works Department, Lucknow, India Proiect Co-ordinatina 23 Consultants (P((C1) Srvir-r f.^r I Ittnr Prnr-,Hh t+- D-, Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003 social issues and arrive at a suitable strategy for implementation. The activities to be carried out and the target dates are presented in the Table 5.1.
Government of Uttar Pradesh, Public Works Department, Lucknow. India Proiect Co-ordinatino Cont iltontc 24 iPer' c;- f-, I1+,0- O-A-U C4-.-- n - ~~~ ~~~~~I~~~~~~ 3 1 III 2 F £ ~~~~~~~~~~~C,cc I I n 5. 1 ~~~~~~~ I ~~~~~~~~~~ Ii~~~~~~~I
.1 I 1tT I I = ~~~~~JH ii I i ~~~~~I IT Environmental Management Plan (Sitopur-Bahroich) DHV Consultants BV December 2003
6 INSTITUTIONAL STRENGTHENING AND TRAINING 6.1 InstitutIonal Strengthening
The current management status of UPPWD is found to be inadequate to scrutinize implementation of the mitigation measures. The present organizational setup is modified with an objective of strengthening the current management capabilities for implementing the environmental measures and to make environmental management regular, efficient and sustainable in the long-term.
The environmental management plan envisages on-site monitoring of construction activities and analysis of the samples collected. For this purpose two chemists would be required. While they will be based in Lucknow, the collection of samples will involve travelling to the sites where construction is in progress. as well as where specified in the monitoring programme. Other support staff will be procured from the UPPWD's own manpower as required.
Thus an induction of 4 more people is envisaged into the PIU. The engineers and chemists are available from the UPPWD staff itself. While the former are expected to be from the filed staff, the latter will be deputed from the Research Laboratory of the PWD, which is a designated Test House, as notified in the Gazette. The above strengthening was planned before start of phase I implementation. It is assumed that this strengthening will take place.
6.2 Training
The training before start of construction works is important as a part of UPSRP II training component the contractors. Personnel will be recipients of two modules of training. These modules of training will focus on the following aspects Module I
* Environmental Overview * Environmental Management Plan implementation * Environmental Impact Assessment * Environmental Regulations and Acts * Environmental pollution associated with road project * Environmentally sound construction management * Road projects and environmental issues
Module 2
* Environmental Management in construction Safe handling of animals, wild life and chance finds during construction. * Training to UPSRTC drivers on safety aspects and usage of bus stops. In addition to above training the environmental specialist of supervision consultant and that of contractor will also organise regular training of construction workers at construction side.
Government of Uttar Pradesh, Public Works Department, Lucknow, India 26 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003
Figure 6.1 Proposed organisational set-up for UP State Road Project-Il (Phase II)
______C hief Engineer - World Bank
Social IEnvironment LAQ Architect | Revenue | lAE-4 |E-4 |AE-2 |Asstt.Architect |Kanoong o- 4
i - g ~~~~~CIRCLES . ~~~~~~~~~SE-1 : __-I
Divisions |^ ...... XEN-1 AE-4 JE-8
upervision * NGO -Consultant Civil Engg.-2 Sociologist-2 CD Expert-1I IR Expert-1I
. sI . Ulr F PAPs - Contractor
Note: 1. The Assistant Engineer and Junior Engineer in the division incharge of the subsection will of the corridor also be the incharge of social (RAP) and Environment (EMP) issues. 2. The senior most assistant engineer in the division will be overall incharge of the internal social and environmental monitoring of issues in the division as a whole and will reportto the Head office.
Government of Uttar Pradesh, Public Works Department, Lucknow, D -: _ r - - - India - - . _ - 27 Environmental Management Plan (Sitapur-Bahroich) DHV Consultonts BV December 2003
7 ENVIRONMENTAL MONITORING 7.1 IntroductTon
The environmental monitoring programme provides such information on which management decision may be taken during construction and operational phases. It provides basis for evaluating the efficiency of mitigation and enhancement measures and suggest further actions that need to be taken to achieve the desired effect. The monitoring includes:
(i) Visual observations; (ii) Selection of environmental parameters at specific locations; (iii) Sampling and regular testing of these parameters.
7.2 ObjectTves
The objectives of the environmental monitoring programme are:
* Evaluation of the efficiency of mitigation and enhancement measures; * Updating of the actions and impacts of baseline data; * Adoption of additional mitigation measures if the present measures are insufficient; * Generating the data, which may be incorporated in environmental management plan in future projects.
7.3 Methodology
Monitoring methodology covers the following key aspects:
* Components to be monitored; * Parameters for monitoring of the above components; * Monitoring frequency; * Monitoring standards; * Responsibilities for monitoring; direct responsibility, overall responsibility; Monitoring costs.
Environmental monitoring of the parameters involved and the threshold limits specified are given in Appendix IV.
Government of Uttar Pradesh. Public Works Department, Lucknow, India 28 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Proiect Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003
The monitoring plan along with the environmental parameters and the time frame is presented in the Table 7.1.
Table 7.1 Environmental Monitoring Plan for Route 6 (Sltapur-Bahralch)
0 i MONITORING Institutional MOIORN -~ ~ ______jj.______I ResponsibiieR s o sblte
Ei Special StampleLoatonerqunca- ° Ei Parameters Guidance Standards Locaon Frequency Duration Supervision
tPM, RSPM, High volume Air(Preven- Whereverthe Twice in a Continuous 1contractor Engineer !S02 NOx, sampler to be tion and Con- contractor ,year(winter 24 hours/ or through ap- 'PIU, UPPWD j CO, HC located 50 m trol of Pollu- decides to land summer for 1 full iproved moni- from the plant tion) Rules, j locate the Hot season) for 2 working day itoring agency 0 in the down- CPCB, 1994 mix plant years wind direc- j e2 j Ition Use I Icg j method speci- ! i I ! O ~~fied by CPCB!i jfor analysis ! ! i j -i jSPM,RSPM High Volume lAir (Preven- Stretch of the -Thrcein a 'Continuous Contractor Engineer, 4' Sampler to be ition and Con- road where 1year 24 hours/ or through ap- AiU, UPPWD located 40 m itrol of Pollu- construction (winter,summ for 1 full iproved moni- ' pH, BOD, Grabsample jWaterquality 1i Kevani Once in a - Contractor Engineer, ! COD, TDS, collected from standards by | yver year before through ap- PIU, UPPWD ; TSS, DO, Oil source and CPCB 2 Hand the onset of proved moni- o & Grease and analyse as a monsoon itoring agency Pb per Standard P . 'everyyear for: 2 ~~~~~MethodsfortJhfgr 2 years jExamination jabad o ! lof Water and 3 Bholagaoni i Wastewater ! Pond ~~~~~~~~~~~~~~~...... _. . pH,g j Grab sample iWater quality 1. Kevani iEnd of sum- ; PWD UPPWD BOD,COD,TD! collected from ,standards by river mer before 'S,TSS, DO, source and ICPCB 'the onset of Pb, Oil and analyse as 2 Hand monsoon in i 'Grease per Standard , Pump 2005 2008 I Methods for atJahongir and 2011. iExamination iabd iTotalthrcein of Water and 13. Bhologani !operation Wastewater Pond 'phase Flooding and Flooding loca-!Waterquality Atlocationsof-Thricein pre j- PWD 'UPPWD !Cleaning of tions to be 'standards of flooding and :monsoon and ' i 'jdrains/water jidentified and jCPCBand locations post-monsoon a bodies choked 'cleaning shall Identified by seasons of _ 'drains, water be to the the PWD '2005,2008 abodies under satisfaction of and 2011 4'. i ,going siltation the Engineer o ,and subject to (PWD) The ; debrs flooding ' i disposal locations 'should moni- idenbfied in btored under drains need to, ,cleaning op- be given ' erations mitigation measures i e Ii ! Xcleaning !before onset j ______|! jof monsoon. I Government of Uttar Pradesh, Public Works Department. Lucknow, India 29 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003 - ~~~~~~~~~~~~~~~MONITORINGinstitutional Responsibilities 8 I ~~~~~~~~~~~~~~~~~SpecialStnad oainIIpeet *5E r arameters IGuidance Sadrs Lcto Frequency Duration mpe ntaonISupervision Noise lvelsFee fiel at 1 oise stan :At equipment Thrice in a !Readig tob otatr Engin"ee'r"PIU on dB IA) m from the 'dards by yards year at an ;taken at 15 'through ap- UPPWD :scale lequipment 1:CPCB interval of four seconds inter- proved moni- :whose noise months for val for 1 5 toring agency Ilevels are two years, as Iminutes ever being deter- required by !hour and then lmined. the engineer 'averaged. *~ .Readings are :to be taken for '24 hours of 0 ~~~~~~~~~~~~~~~~~~day. on dB (Al :noise levels dards by the Engineer tAt for 2 years taken at 15 approved IJPPWD o scle using an inte- :CPCB :maximum 5 during the scnsitrmntrn :grated noise locations) construction val for 15 ,agency _T :~~~~levelmeter period. minutes every kept at a dis- hour and then 5 tance of 15Iaveraged. Z -~~~~~fromnedge of .Readings are pavement to be taken for :24 hours of :the day. tqu--1.3'. ,1n N.:, hIn I ~ i Tri,c,- n p- RrJ-g ic 1.. P'. Lir....'a,S Ein,. !on dB (A) Inoise levels idards by 2Bsa leration perio !taken at 15 Ian approved lUPPWD !scale !using an inte- !CPCB 3Iaagiaa in Dec 2005, seconds inter- monitoring 'grated noise )an 2008 and ival for 15 iagency Ilevel meter 4. Panditpur Jan 201 1. Iminutes everyI kept at a dis- 'oradte itance of 15 houraged.h o !from edge of Readings are I I ~~~pavement to be taken 24I hours. Monitoring of !Sample ofsoil 'Threshold for 'At productive Once a year Contractor Engineer, onPb, Cr, Cd collected to be Ieach contami- agricultural for 2 years through an lUPPWD lacidified and Inant set by lands abutting approved I !analysed using! IRISdatabase traffic detours monitoring absorption Iof USEPA until Itand traffic iagency ispectropho- 'national stan- diversions, to tometry Idards are be identified by u ~~~~~~~promulgated.the Engineer 5 1 ...... ------...... monitoring of ISample of soil ;Threshold for :IAtaccident / As per the !Thrice in op.- IEnvironmental iUPPWD on heavymetals colce !oeachcontami- !spill locations -occurrence of leration phase 'Cell, PWD 1 oil and grease !acidified and :;nant set by Iinvolving bulk such incidents Ifor monitoring. Ianalysed using IRIS database 11transportcar turbidity absorpionofUSEPA until rying hazardu spectropho- national stan- materials 15 o s~~~~~iometry'dards are locations promulgated. maximum) 'Turbidity in Visual obser- As specified At the drains, Pme-monsoon Engineer IPWD o 'Storm seater vations during by the engi- 1ponds and Iand post-mon- .~~~site ~~I visits neer PWiD/ rivers near soon seasons Silt load ~~~~~Waterquliy construction Ifor 2 years 8ponds u s~~~~~tandardssite Tuib.idr, in \ l *...-i. A- lpe.,si.Ed 11 map:., .3ij.F Th,.,.- in pi' PV. D i PiiS' D IStorm' water ivations during Iby the engi 'bodies identi- monsoon I is I' ~~~~~sitevisits neer PWD / fled by the season in Water quality I!PWD. 2005, 2008 'Silt load in Istandards and 201 1. 'ponds -' n~~~..i '~~~~'-UA. *:L-.i' T,-.th, '31.3,.- si I n.agv ", Q air,i PP%%Dl 6. w. I Storage lvations willi tion ot the Plu and con- 'the con struc Ei I' ; Area Isuffice. These land the stan- struction camps 'tion stage. c 2 riae are to be dards giveni o' 0 2.Arrainagemet chkeas 'the reporting Aragmns pecified in form. u2 c in Sanitation tsheEMP as per:: inConstruc- C1 format of 0 u tion Camps 'the reporting system. Government of Uttar Pradesh, Public Works Department, Lucknow, India 30 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003 a_0 e_1 MOIORN - MONITORING _ Responsibilitiesnstltutional Parameters Special I Standards Locaton E Prm Guidance jItion Frequency Duration Implementa- Supervision Monitonng of It should be As laid out in All along the Durng the - Forest UPPWD felling of trees !ensured that the Detailed corridor felling of trees Department !(to assist in i Eisi [ only those Design for the i i ctrees that are project !xththe cocrdination oi marrkedare F Xfelled I Contractor) 0 in,_ _- ______d) s ISurvival rate The number -T -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~------IThe survvtAI along the Every year fort F'WD UPPWD Xi , 'of trees of trees Frate should be corridor initial Xi five Success of surviving at least 70% years during F o0 re-vegetation during each below which cr 2g ! } visit should be i replantation !phase. Ioperation compared shall be done. F with number F i of saplings planted. _ I _I_i_i 8 REPORTING SYSTEM Reporting system provides the necessary feedback for project management to ensure quality of the works and that the program is on schedule. The rationale for a reporting system is based on accountability to ensure that the measures proposed as part of the Environmental Management Plan get implemented in the project. The reporting system will operate linearly with the contractor who is at the lowest rung of the implementation system reporting to the Supervision Consultant, who in turn 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. Monitoring of facilities at construction camps * Monitoring of air, noise, soil and water parameters including silt load * Monitoring of survival rate of roadside plantation. * Monitoring of cleaning of drains and water bodies. The designed monitoring process is indicated in the Table 8.1. The forms that need to be utilized for the reporting are given in Appendix IV. Table 8.1 Desired Monitoring and Reporting Process and Responsibilities .1 Contractor~~~~~~~~~Supervision Consultant Project Implementation 6 F :World Bank (SC) Unit (PIU) (WB) _ -E F ~~Item Imnpiementa-;j F Oversee/ tion and IS iReporting to! o i Field Report to Desired Reporting toj ' is PIU iCompliancel WB Supervision u° I SC i I Monitoring CONSTRUCTION PHASE _ _- __ ! __- -1 +* ---- Cl Monitoring of construction 1~~~~~~~~~~~~------T site Before start Quarterly Quarterly Half yearly and construction camp Fof work i i C2 Target sheet - for Pollution As required FAfter i After ....|MonitoringMonitoring i MMnitoring F Half yearly _M nM _ __..-----iMntrn___------C3! Target sheet for roadside Monthly Quarterly Quarterly ! Half yearly I Yearly Fplantation - - C4 Target sheet for monitoring of Monthly Monthly Quarterly - Half yearly cleaning water bodies IYearly O PERATION PHASE l_l_i_ Government of Uttar Prcdesh. Pihlie- Wnrkc nflraron-r II. .. I-_ - Environmental Management Plan (Sitopur-Bahralch) DHV Consultants BV December 2003 O1 Target sheet for Pollution T Monitoring As per After wice , monitoring monitoring during pla,n operation 02 Target sheet for survival I uarterly After reporting of roadside I ! Once after plantation monitoring 3 years of end of I ; constructio _ ___ i ~ in 03 Target sheet for monitoring of _ . ~~~~~~ i cleaning water bodies Qri e c I monitoring 'during operation _I______I ______! ______p h a se 9 BILL OF QUANTITIES FOR TYPICAL ENHANCEMENT DESIGNS 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 only uses a portion of all the designs created. The environmental management referred plan has to the particular drawing to be used for each package for environmental mitigation/enhancement. Other details of locations are available in the appendices. relevant The Table 9.1 below gives the quantities for the typical designs. Table 9.1 Bill of Quantities No. No. . Item Unit Quantity Drawing T-1, Washing plaformn 1i Excavation Cu. m. r 9.89 2 P. C. C. (M 15) Cu. m. 2.56 3 R.C.C. iCum.M. 2.47 4 Stone Masonry Cu. m. 7.42 Drawing T-3 Seating, type-I 1 Excavation I Cu. m., 20.90 2 iP. C. C. (M 20) Cu. m. 3.89 3i P. C C (M i5 ..... ~~~~~~~~..___.____.._.__4___.+._._.t --- - 2.65 4 Brickwork Cu. M 15.96 5 .Earth filling Cu. m. 10.84 6 - f Sq. m.Plaster. 15.18 Drawing T-3, Seating type -2 1 Excavation Cu. m. 14.65 2_ P. C. C. (M 20)__ t Cu. m. 3.29 3 P.C.C.(M15) _ Cu. M. 1.35 4 Brickwork Cu m. - 13.96 5_Plaster _Sq m. 10.54 6 Earth filling Cu. m. 2.20 7 i Brick paving Sq. m. 8.93 Drawing T-6, Railing 1 WExcavation I Cu. m. 0.13 2_P.C.C. Cum.M. _0.13 3 Length of railing I m. 10.00 Government of Uttar Pradesh, Public Works Department, Lucknow, India Project Co-ordinating Consultants 32 (PCC) ServicA- frnr I itt-r Prnriach 4Z#rst D-4,, 0-:-J Environmental Management Plan (Sitapur-Bahralch) DHV Consultants BV December 2003 10 ENVIRONMENTAL MANAGEMENT - BUDGET The environmental budget for the various environmental management proposed measures in the EMP is detailed in Table 10.1. There are several other environmental issues that have been addressed as part of good engineering practices, which the costs for has been accounted for in the Engineering Costs. Moreover, since environmental enhancements have not been finalized at this stage, except for the location The budget of ponds. reflects this and while retaining the types of enhancement suggested, allows the selection of the locations at the discretion of the Engineer. Table 10.1 Environmental Budget for Route 6(Sitapur- Bahraich) Component Unit Cost . i Stage Item Unit (R' Quantity Total Cost Mitigation/Enhancement Measures !Dust Management with AIR Construction 0pnln foir vehicles fwtrtrainsporting oesKm 30 000 !Covered in Engineering Costs ~construction material Pre-Construction Handpump No. 40,000 101 4040000 ~nd Construction.-- iWells No. I 100,000 01 100000 WATER - ~ h - RESOURCES - Oi n rae eaaosNo. 55,000 62 inear Water bodies 3410,000 ~Construction------Silt ------. - - -. - Fencing around soil m.Cvrdiiniern ot stockpiled near waterbodies sq,m, 370 :CvrdiEniergCot - ~~~~~~ntuto u_rfing/Pitching - q m. 5 ~Covered in Engineering Costs OIL Redevelopment of Borrow Operation -- _ ____ aressq. m. 150 Cvrdin Engineering Costs NOISE Operation DobeGaigfrsniieiq, m. 1,400 .....- ...... 160 2,24,000 -- ...... ------ULTURALPre-onstructionRelocation of Shrines :No. PROPERTIES And Construction 12,000 Covered in RAP Plantation including- Compensatory plantation @ FLORA Construction j2saplings for each tree No. 1,100 7803 8,583,300 felled (staggered to follow -- -- ~~~~~~~vilWorks __2 Demarcating Boro Ara 54 Covered in Engineering Costs AFETY Construction ~Provision for hoardings at Constrctionamps & LS Covered in Engineering health checks at Costs !Construction Camps - 3 :Enhancement of Ponds as N 000 0 400 'per drawing 6-2 ENVIRONMENTAL ~ IEnhancemrent 3 Construction of Temples t5000 7 ENHANCEMENTS:3 ~ per Drawing 6-4 N . 5,0 7 350000 Enhancemnent of Ponds 3 with! iNo I 250,000 Temples as per drawing 6-5 0 0 A)Mitigation IEnhancement Costs 18107300 onitoring Costs (at prevailing market rates) ___ ~v1onitoring near all hotmix byNo. of -F 5,000 fori- approve amples 4I00 fhn ineer I day ...... - ---- Construction Monitoring at construction AIR isites in tandem with No. of 5,000 for 1 12 prgesin construction iSamples day 60 0W __ ~ in cluding haul roads F~~~~A~t lo-cations of baseline I500fr14 Operation 0 Imonitoring specified in the No.n day,0foI 94,0 ~imonitoring plan pe Government of Uttar Pradesh, Public Works Department, Lucknow. India Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003 Component Stage Item Unit UnitCost(INR) QattQuantity TotalTtlCs Cost (INR)IR iConstruction At locations specified in the No. of 4 000 6 24 000 :monitoring plan Samples W ATER QUALITY i------...-... --. ------.--.------..-... iOperation gAtlocations specified in the .No. of i 5 000 imonitoring plan Samples 9 Construction No of NOISE As directed by the Engineer r Sam les 4,000 36 144,000 X-- ~~~4------l ------r- ...... ------...... At locations specified in the iNo. of Operation ~~monitoring plan !Samples 4,012800 ------~~~~~~~~~~~I------.-.-.-...... ---.------lAt agriculture land andtraffic No of 6,000 04 1 24,000 Construction kletours. -~amples 'loi erosion including siit i load in ponds and turbidity in Covered in Engineering Costs storm water at drains near site iof construction. O l L i ------...... ffi . ~ ; --- --. --- --.- .- ...... Operation iAt accident location whenever required No of 6,000 06 36,000 Monitoring of turbidity and :Samples ------.... _...... 'Silt load in major water bodiesaloading projeoroter . .odies along project route. Covered in Engineering Costs onitoring Costs i 446000 T---...... ------i------...... - ...... iNo. of lErection of Hoardings for settlement 2000 47 Coveedin protect RoW 'Engineering Costs PREVENTION OF RIBBON Operation Holding meetings for policy DEVELOPMENT makers and review meetings with Revenue Department, No. of 0Covered in ocal representatives, town- meetings Engineering Costs planning authorities, NGOs .. _ .... 1______._.__..etc. (B) Monitoring and Training Costs 446000 OTAL COSTS (A) + (B) .._. _ ___ _ 18553300 _._---- . _ ------.-_- .------_------.- ...... OTAL BUGETED COSTS with 5% contingencies 19480965 ROUNDED-OFF TOTAL COSTS 19500000 Notes 1: This is a budgetary provision as a contribution towards the cost of barriers at sensitive locations after consultation to be carried out by PWD with the owners of these structure and area for glazing is assumed as 20 Sq m per structure. 2: This includes additional trees required to achieve density of 200 trees per km with consideration for settlements. 3: The allocation for enhancements will be made once accurate measurements are available with the Engineer. The funding for these should be available from Contingency and rounding off. If required, the Engineer may request for additional funds under this head with the prior approval of the PWD. 4. Budget for training of UPSRTC drivers on road safety aspects and to construction workers on safe handling of wild life found by chance have been covered separately under training costs. Government of Uttar Pradesh, Public Works Department, Lucknow, India 34 Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project wnvlxoriental MIagnent Pun (Stappur-BOfalch) DHV Consitants BY APPENDIX I UST OF APPUCABLE MORTH CLAUSES PUBUSHED BY INDIAN ROADS CONGRESS, NEW DELHI, 1998 (Specification for Roads and Bridge Works) Clause No. Title 105 ScoDpe of Work 110 Public Utilities 111 Precautions for Safeguarding 112 the Environment Arrangement for Traffic during 119 Construction Use of Surfaces by Construction Traffic 305 Embankment Constrution 306 Sodl Erosion and Sediment Control 307 Turfing with Sods Goernmetr uttar Pradesh, Pubic Works Depatrnert, Luckow, India Projed Co-ordinating Corart 1-1 (PCC) SerAces for Uttar Pradesh St*e Roads Project Bn*au Manat Plan (Staw-Bara"h) OHV Conits BV APPENDDX II PROCEDURE FOR SELECTION OF SITES FOR CONSTRUCTION CAMPS The Contractor will Identify potential sites based on requirement disance from stretch under consuction, of land area, a bility, fadlitated surface water sources, settlements, by local NGO will be held on etc. Consultation other stakeholders site and the perceptions/aspirations will be recorded. The Contractor of local villagers and aggregation of all these will then select one site based fators and conditions imposed upon on an distance criteria) and him by the EMP (induding minimum forward the se-e f-?r rrr Conbactor will confirm > t*, e n 'cn the registraton of the land in Corsuittnt. The the same to the SC for the revenue records ana provide the selected site. The SC will approve evidence of Conbactor has aonsidered the the site after ascertaining that views of the local people as well the EMP. A conceptual layout for the as satsfied all conditions of the EMP. Construction Camp has been prepared Furher details regarding these camps and attached to each the EMP, are available from Chapter 17 monitoning of the construction camp of the RAP. As part of sites has also been devised and formalised. Govnmert of Utit Pades, Pubic P.ed Works Departnert, Lucknow, Inda Cno rorng Consjtart (PGC) Senl for Utar Pradeh Stue Roa Pret 2-1 wMromertal Maagwnat Plan (SWpur-Bwalch) DHV Cor6ult't BV APPENDDtIII1 MOU f:r the plntation Scheme Between the Public Works Deparbnent & Forests Department 1. This Memorandum of Understanding is being --ernment, signed by the Public Works Department, Government of Uttar Pradesh (hereinafter partment referred to as PWD) and the Forests (hereinafter referred to as FD), Govemment trees and subsequent of ------for the cutting compensatory plantation stipulated of the rules formulated in the Indian Forests Act, 1980 and under as part of the -- (Name with World Bank of the Project) being undertaken assistance. It covers the entire process trees and the plantation of cutting and removal of existing of new saplings at a ratio of and the FD. -- : 1 as dedded separately by the PWD 2. The identificabon of the trees to be cut has already verified offidals of the during the joint inspection of the PWD and FD on --. The trees been dearly with a required to be cut have been marked distinctive 'X on them. Only such trees above shall be which have been marked as mentioned cut for facilitating the proposed project. 3. The trees cutting shall be carried out by representative) the Forest Department (or its authorized as per TIME SCiEDULE annexed to by appropriate this MOU as Attachment 1 and signed officials of both departnents signifying detailed discussions agreement of both parties following regarding the timing of project activities schedule and the of the PWD's implementation availability of resources with the FD. 4. The compensatory afforestation shall be carried out at the ocations annexed to this MOU as Attachment shown In the MAP departments 2 duly signed by appropriate officials signifying agreement of both partes of both suitability following detailed discussions regarding of these areas for the proposed afforestation the have satisfied themselves, as proposed by the FD. Both parties before selecting areas outside the RoW, has been made to acoDmmodate that all reasonable effort the samplings to be planted within the PWD's RoW. for compensatory plantation 5. It is further agreed that: a. The PWD shall pay the oAst of compensatory saplings afforesation at the rate of cost of induding the post-plantation maintenance 10 for each tree activities for a period of 3 years, felled 100% In advance to the FD. b. The dates agreed for afforestation as per Attachment 1 referred to in this MOU have been agreed upon item no. 3 of taking into consideration all the resource and possible delays except force constraints majure. The FD shall Inforn the the progres of the work PWD regarding regularly and in case of any antidpated proposei schedule immediately lag from the upon discovering the likelihood case of such an unantidpated of such an event. In delay, the PWD shall retain work done by the right top get the an external contractor, chosen jointly However, The by the FD and the PWD. payment to the contractor for shall be the reminder of the agreed works made by the FD at such rates as may to a maximum be agreed upon at the time, subject of the prevailing rate of the quoted FD for the works. In ce the lwest rate for the plantation exceeds the PWD base rate of the ED for the works, will bear the remainder of the cost the Governent of Utstr Prades Pulic Works Pwjed Department, Ludnow, Inda CoSordnaki cmrile (Fcc) seU 3-1 tbr Pradesh ga RoadsProlect bw1romental Maragert Plan (Stap-Bahralch) DHV ConiAwi UV 6. It is inereby agreed that both parties shall put adhere to this Mo In good resolve any faith and try tD differences in Interpretation amicably. In case of a continued cormmittee consisting disagreement, a of the Engineer-in-chief PWD, the Principal Chief Conservator and a third member, of Forests who will also head that committee will come to a final decision. Signed on the ...... day of .. (Month)of ..... (Year) At ..... (Place) Signed by ~~~...... (Name of the ...... Project Director) (Name of CCF) Project Director ...... Social Forestry For Public Works Department, Division For Forests Department, Governhient of Uttar Pradesh Government of. Govrrmet of LUtar Pradeh, Puliic Works Deparment, Uiknow, Pjedt Co-owqnathv inria 3-2 Ca rts (PCC) SerAves for Utar Padesh at Roads Project En*oewnt Ma agejna Plan (Sapu-Bahraich) DHV Cosaits BV MoU betwen the Public Works Department and the Forests Department FORM A Time Schedule of Deforestaton Activities S.No. Stretch Activity Start Date End Date (Chainage) Start End 1. Identification and marking of trees for cutting _ Cutting of trees marked Carting away of trunks, branches, etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site 2. Identificaton and marking of trees of cutting _ Cutffng of trees marked ___X Carting away of the trunks, branches, etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site 3. Identification and mfarking of trees of cutting Cuttfng of trees narked Carting away of the trunks, branches, etc. Removal of the stump and root system from the ground Carting away of the stumps Levelling and Grubbing of site Note Add stretches as required to cover each route for its entire length. Signed on the ...... day of ... (Month)of ...... (Year) At ..... (Place) Signed by ...... (Name of the ...... Project Director) (Name of CCF) Project Director ...... Sodal Forestry Division For Public Works Department, For Forests Department, Government of Uttar Pradesh Government of . Gowrnenent of uta Pradh, PbAc Work Depawtner, Ludunow, Projedi Co-orrMna Irda 3-3 Cmita (PCC) Swakcs for Ltwar Prdesh SlRa Project B njmea Maa gt Plan (Stpu-Bahlaich) DW CoRAur eV r Attachment 1 (contd.) Forn B, Time Schedule fow Refostation Activities S. No. Stretdc Activity Start (ChalnaNe) End Date Date 1. _ Establishment of Nursery Digging of Pits Warien. g___ Mulching / Fertilizer addition, if required Weeding, if required Thinning, if required 2. Establishmnent of Nursery Digging of Pits Planting of Seedlings Watering Mulching / Fertilizer addition, if required Weeding, if required Thinning, If required __i 3. Establishment of Nursery Digging of Pits _ Planting of Seedlings _ Watering _ Mulching / Fertilizer additfon, if required X Weeding, if required Thinning, if required Note: Add stretches as required to cover each route for its entire length. Signed on the ...... day of ... (Month) of ...... (Year) At ...... (Piace) Signed by ~~~~~~~~~~~~~~~~~~~~~~~~~~...... (Name ...... rf the Project Diredcor) (Name of CCF) Project Director ...... Social Forestry Division For Public Works Department, For Forest Department, Government of Uttar Pradesh Government of. Goveartert of Uttar Pradeh, Pubic Works Departmente Ludno, Poject In.la 34 co-ordn Corit (PCC) Sen forsUt tar Pradesh a Roads Project Enarwamtal Manageit plan (Sftp-&ahalch) DHV ConRsut BV Attadiment 2 Map showing Locatlon/s of the c ompensatoy Plantation for I...... ; Signed by (Name of the Project Director) (Name of CCF3 Project Director ...... Sodal Forestry For Public Works Department, Division For Forests Department, Government of Uttar Pradesh Government of . GoVement of Ua Pradesh, Pubc WorkS Depadmnet, Ludknow, Inda Pve± Ca-orma*g 3-5 CAwft (PCC) Ss*ke for uRtr Prades Ste Roacl Proje lEnvosnent Marageet Plan (SItapbhrw-) OW Corints OHV Appendix TV* MONrTORING STANDARDS Ambient Air Quality (AAQ) Monitoring Ambient air quality parameters recoDmmended Respirable Particulate for road transportain developments Matter (RPM), Suspended Particulate are (CO), Oxides of Nitrgen (NOx), Matter (SPM), Carbon Monoxide These Hydro-Carbons (HC), Sulphur-dioxide are to be monitored at designated (SOz) and Lead (Pb). consb-uction locbtios starbng from the activity. Data should be generated cornmencement of accordance over three days at all to the Nabonal Amnbient Air identified locations in Standards). Quality Standards (Table I National The loation, duration and the Arnbient Air Quality responsible institubonal pollutio parameters tD be rnonitored arrangements are detailed out and the in the Environmental Monitoring Plan. Table 1 Naftional Ambient Air Quality Standards PonutarfThU. Reskbff - Polutunts Sefisitive Indtri~l Wgah AAdAm a av.ge Rural Metod of meament ______Sother _ _ Sulpr ~ ~ ~ _ Dkdde (SOz) Anul ~ ~~Am_ __ 15 you/rn3 80sag/rn' 60 parn' Imprved West and Gaeke __rO~ mehod 24 hours* 30 UUl 120/rm3 Oxkes of Nbrogm (NO.) 90 g/ .travblet fkuorescence Anrua1S 15 al so e 65 pa/rm' Jacmb and Hoaiwer modiied (Na-Ae method) 24 hois 30 rn3 I_ MG/nil 91 pa3 Carbon M"odde (CO) 8 hows* Gas pase Ocenkiunescence 1000 ag/m 5060 a3g/r 2000 ag/rn I houi Non dierspve h*arad 2000 pg/m 1000 Pg/m 4000 Lead (Pb) An5Ualm3 WgmSpewso O mns .O 0.75sa 24 hous AAS Mlhod 24 hous ar _ __ 0.75 pM3 1.5 pgrm3 3 _ __ _ _ 1.00 pg/rn _ _ sanPU tsng EPM Respwatie _ _ -W 20000 or Parucwate An/ual* so o~~~~~~eaiera par' 120 pag/rn' 60 jagrn (RPM)- Size less thm 10 adn24 hous* 75 pgrn lSO suspended 100 ar _ Partcuate Annual 1 __too Matter (SPM) 1360 g 140 par Aveage flow rate 24 hom* I 100 p/e S5I0 not less ta gag/r 200 pgg/rn IL1 c)Lm Sow: I mhkii Aiwn 1996-97, lieU.,. Ambhnt Air Qft N fedn Sw NAQNS/a/19C6-97, *Av_Ag4wmndcAto C&rl of l*vm,m 104 memMw,w,t btwvL In a yw *anfora wea 24 hew*yat 1r*24 uifoon hewly/Sheorty vaArw Wdm t 95pwrct of wt atm. hi a ,ur Water Quality Monitoring The physical and chemical parametes recommended for analysis road development projects are pH, of water quality relevant to and total solids, total dissolved solids, grease, COD, chloride, lead, zinc total suspended solids, oil parameters and cadmium. The locaton, duration to be monitored and the responsible and the pollution Environmental Monitoring institutional arrangements are detailed Plan. The monitoring of the in the identified locations in acoDrdance water quality is to be carried out at to the Indian Standard Drinkdng all 10500: 1991 (stated in Table -2) Water Spedfication - IS Gov6rmnt of UIar Pradsh, Pubic Works Pret Depa rt LUx:kaw, Inda Co-ornatinin Cosg.dtib (PCC) Services for Ut Radesh g Roads Projed +1 Envime" Management Plan (Stapw-Bahrah) DHV CorsuiGwnb SV Table -2 Indian Standard Drinking Water Spedfication-S 10500:1991 SI Su rc r t OUnderblU I?JJ Tint (Red.tTo Remarks No Charactaduicst (DaWible DeM S I ~ ~I_ ~ ~~~! ~_ ~~~ ESSENTIAL CHARACrERLSTICS i ______I Cdour, Hazen 5 Above 5, consumer 25 tofS Max. 3025 (Part 4) Extended to 25 jaceptance decreases 1983 only i toxdc substances are i not supected, in _ _ . l ~~~~~~~~~~~~~~abseoof aterrkte 2 Odour Unoe Fo- ~~~~~~~~~~~~~~~~~~~~soure able 3025 (Parts 5):1984 a) Test cold and when heated i~~ b) Tes at several 3 1Taste Agreeable - dliftions 3025 (Part 7 aid 8) Test to be conducted 1984i _ _ _ _ o*o after safety has 4 Turbidty ______be en esta.ished MTU, 5 Above 5, consumer Max 10 3025 (Pat 10) - aa px3ice deaeases 1984 5 pl Vakue 6.5 b 8.5 Beyondt h range,t No 3025 (Part 11) - water wi the relaxation 184 imuas membrane ;4er walesuP Isvstem 61 Toal ha s (as 300 Encrutat hi water CaCO) mg/l, Nr 600 3025 (Part 21) - sUp* sbructe and 1983 ad lo I~ ~ on domsic use ._ 7 Iron (as Fe) mg/l, 0.3 i3eyond _ Mar tis Emit 1 32 of 3025: tasapwai are 1964 - affeced, has advese effect on domeic ses and water supply sauctues,and __ _ p r Iron 8 Chlorldes ibWactermae_roa (as a) 250 Beyo tNs liit, mg/I, ar 1000 3025 (Pat 32) - tasteon, and 1988 , | DabUbi7b~~~Rtare lbe 9 Residual, free 0.2 | chlonre, mg/l, M/ - 3025 (Part 26) To be applIcabe only 1986 when water Is chlorinated. Testd at Ioswn end. When protction aganst viral infection is reqidred, ______t should be DESIRABLE CHARACTERISCS ______A__n_ M in0.5 m g/l 1 Dissolved sols 500 mg/I, 1 eyn tils 2000 3025 (Part 16) palatability deaeases 1984 I and may cause gastro . , ~~~~lrteark Irriaton 2 Calduim (as Ca) 75 t mg/I, mawippty hwaler 200 3025 (Part 40) s e and 1991 i adverse e on _____ !doi icU use 3 Magnesiuim (as 30 Enraustation to water Mg), mgi, Ma 100 16, 33, 34 of IS - sippiy stnchre and 3025: 1964 adverse ion domestic use 4 Copper (as Cu) 0.05 Asr*Vgenttaste, mg/i, mar 1.5 36 of 3025: 1964 and cor- - rosion of plpes, fing and uis wtl be 5 Mani nse (as 0.1 Beyonid Mn) mni, this limnt 0.3 35 d 3025: 1964 MAr taste/appeWarce are - alffcedef has adverse. G ivmnmt of Uwr Pradesh, Pubik Works Depwrbnet, ulow, Indla Project Coo-ordinhing QCoultwr (PCC) Services for r radesh Stalc s Proje* 4-2 utworinerxam manager nam I.n6tatapLNoanfWdl DHV (Ortaitas UV SI SubOancent Undedrableor WeftMethods _i _ _ _ (_ULiit ) |e of j Ti t LR. To _ iedsatan danusc , . srucdm ____ 6 Suipate (as 200 200 Beyond S0 cases 400 3025 (Part 24) 1986 4) mg/l, F gasro htl May be extended up ion. when to 400 p ed (as agr t . Mg) or sodtun are preset does notl 7 Nie (as NO) 30 2 45 Beyond Oft may 100 3025 (Part Mg/I, Na, caSu 34) 1988 - methaemoglolnemia 8 Rwurlde (as F) 1 Fluoride may be kept 1.5 23 of 3025: 1964 Mg/I, MI as w as possble- - . I ~~~~~~Highnoid may _____~~~~~case Bkom~ss 9 Phenoc 0.001 Beyond Oft It m 0.002 5 4tof 3025: 1964 amowd (As I at objedbnabke cIIsOH) Mg/I, Afr tIase and odoLw 10 Meoy (as Hg) 0.001 Beyd dfis the waber No (see Note) Meramy mg/l, beoomes btdc To be testd when relaxation a _ r poNuion 11 Cadnitim (as Cd), 0.01 Beyond Is sspected mg/l, tis, the water No (See note) To MaW becomfes bmdc relaxaon be tested when 12 Selnkmi (as Se), poituoon Issuspected 0.01 1Beond this the wakr No 28 of mg/, _ t beanes to3dc 3025: 1964 To be t when rlaatio polulon Issspected 13 Arser (As As) 0.05 I Beyond fis mg/l, in" the water No 3025 (Part 37) 1988 To becomes tbd reLationt be t*td when 14 poitlon is uspeded Cyanide (As CN), 0.05 Beyond this Int, mq/l, mr the No 3025 (Part 27) 1986 To be tested water bec noes tmdc r t when 1S Lead (as Pb), polti on Is suspected 0.05 Beyond ths Ibmt, the No ___, A____water (see note) To be bomes tmdc rlain_ tsted when 16 Zinc (As Zn). Mg/i, poltIon i speted 5 Beyoid ths lintt it 15 39 of 3025: Mar ci asudngt 1964) To be teste whien tste polution atnd atn opasonoc In Is suspcted watw 17 Anic detego 0.2 iBeynd (As i ftlimt it can 1 MetLine4blue MBAS) mg/i, cas a 1t ffdt in To be tested when __ Mwatwer ebradon nxod podkion Is suspected 15 C itroLwn (As 0.05 May be rcMogeu No 38 of 3025: 1964 Cr ) mg/Il, Mar abv_e deis [kit To be ted when reaiont __ polltioon is 19 Pdy nudear - I May be cardno9e_ s te aromatic above thNs Imnt hydrocarbons (as PAH) g/1, mar 20 Mineral oil mg/I, 0.01 'Beyonrd Max ts limit un- 0.03 Gas desiable te and CNomatographdc odox after dlo,na- metod _ton tbieepLace _____t 21Pesddes mgA, Absent To)dc 0.001 - 22 ioactive matalis: i158 ofc 3025:01964 - 23 a) Alpha emfttrs - 0.1 - 24 Beta ernkers pc/l, - Max 1 _ __ _ I 25 Akwrnntmn (as A), I _ _ 200 Beyord tNs lirnttaste 600 13 of 3025::1964 mqni, . ~~~beawmes ul ks} I- 26 AJunitSr. (as 0.03 Cunn etNfect is 0.2 31 of 3025: 1964 Al), mg/4, Maw repo to cause __ _ a _d 27 Boon, mg/i, ISr 1 -_ 5 29 of 3025: 1964 Sobr: Jnxf' SbnolAd DnWkg iWtr S '%edi7-105W:1991 Ceavne* of Uttar Pradesh, Pubic Works Departbnt, Luxkow, Inda Projet Co-ordina0n Coraubnb 4L3 (PCC) SeAvic for Uttar Pradish S,t Pieds Project ri*ofWntal Manageuet Plan (S9Wu-B8raich) DHV Constilts IW Noise levels Monitouing The measurements for monitoring noise ivs would be carried in acmordance ou at all desgnated locafons to the Ambient Noise Standards forrulated by Central Pollution (CPCB) in 1999 Control Board (refer Table-3) Sound presure levels would be monitored on twentyfour basis. Noise should hour be recorded at a 'K weighted frequency using a * mode" of the measuring slow time response Instrument. The location, duration and the noise pollution parameters to be monitored and the responsible institutional arrangements are detailed in the Environmental Monitoring Plan (Table-3 Noise level standards (CPCB). Table-3 Noise level standards (CPCB) .Noibse for Noise evel for K(m. Da Night Time Indusri area 75 70 Comnwdal area 65 55 Residerial area Ss 45 Skence zone I 50o 40 Daym - & Wam - 9. Xpl (15 iws) NWFe- 9. Wpm- 6. an9 Governert of Lftar Pradeh, Public Works Departnmet, Ludcnow, Inca ProJect Co-ordina1ng 4-4 Co.wiIars (PCC) Services for Uttar Pradeh Stqe Roads Project Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003 Appnedix V REPORTING SYSTEM C1: Construction camp and storage area Construction Stage Report: Date Month Year_ (Site Layout of Construction camp and working drawings of dwelling units with allied facilities to be attached with format) Format to be submitted before target date (decided by PP.) of establishing camps as Camp no.WC Location of Camp (km _ Package ) S.No Item Unit Details Remarks by SC,if any 1 Detail of item camp a Size of Camp mxm b Area of Camp sq.m c Distance from Nearest Settlement Type/Size/Capacit d Distance from Nearest Water Source y/Present Use/Ownership Date of camp being operational dd/mm/yy Present land use No other trees with girth > 0.3m. e Details of Storage area(Availability of impervious surface) mxm f Availability of separate waste disposal from storage area Cum 2 Details of toposoil stacking a Quantity of top soil removed sq.m b Detail of storage of topsoil Describe stackling arrangement 3 Details of workforce a Total No of Labourers nos b Total no of Male Workers nos c No of Male Workers below 18 years of age nos d Total No of Female Workers nos e No of Female workers below 18 years of age nos f No of children nos 4 Details of dwelling units a No of dwellings/huts nos b Minimum Size of Dwelling mxm c No of openings per dwelling nos d Minimum size of opening mxm e Walls specifications Roofing specifications g Flooring specifications h Drinking Water Tank specifications i Capacity of Drinking water Tank cum j Size of Drinking Water Tank mxmxm k Total no of WC nos I No of Wcs for female workers nos m Minimum Size of WC mxm n Total No of Bathrooms for female workers nos o Size of septic tank for WC/Baths mxmxm p Capacity of Water Tank for WCs/ Bathrooms and general purpose q Fencing around camp Y/N 5 Details of facilities a Availability of security guard 24 hrs a day Yes/No b Details of First Aid Facility Yes/No c Availability of Day Care Centre Yes/No d Availability of dust bins (capacity 60 Itr) nos Certified that the furnished information is correct the quality of work is as per god practice and all relevant information as required is attached Project Engineer (Supervision Consultant) (Contractor) Govemment of Uttar Pradesh, Public Works Departnent, Lucknow, India Project Co-ordinating Consultants (PCC)Services for Uttar Pradesh State Roads Project Enwironrital l _anagenentPlan (Sitapur.Balvaich) DHV Consutats SV ICF: POLLUTION MONITORINGI Constructi Stag.: Report -Dat _MonULjYar____ (Locations at which monitorig to be condueWd as por EMP) Completion arget S.No Chainage Details of Duration Location of Instruments Target } j Monitoring Used Date of Completion Reason for Delay }Datejif task completed j it any Air Monitoring_ _ 2_ 1 ______.______Water Monitoringr 5 ______. 1 ______4_ _ __ _ Soil Mon itoring 2 __ _ 2.______3 _ _ _ -__ Noise Monitoring 4 3 _ . Certified that the Pollution Monitoring has been the SC conducted at all the locations specified in the EMP and _ as per the directions of| ProJect Engineer _ _ [(Supervision Consuttant)-I _ | Contractor 1______2 Govwrw of Uttar Pradeh, Public Works Depwrbmr*K Project Co-ordinatirg Ludnoww rIndia Cor6utarnts (PMC Services r Utbar Pradesh Stat Roads Project 5 Environmental Managemnent Plan (Sitapur-Bahraich) DHV Consultants BV IC3: REPORTING FOR ROADSIDE All landscape works PLANTATIONI to be as per Landscape Plan - |Construction Stage:~ Report -Date-Month Year | S. No. Landscape Trees S. No. along roadside Trees Section ___ on Shrubs in footpath (Km-Km) 1st row median 2nd row 3rd row __ ,~~~~~~~~~~~~~~~~~~~~~~~~~- Governnment of Uttar Pradesh, Public Project Co-ordinating Works Department, Lucknow, India Consultants (PCC) Services for Uttar Pradesh State Roads Project53 Environrnental Management Plan (Sitapur-Bahraich) DHV Consultants BV C4: CLEANING OF WATER BODIES Construction Stage: Report -Date Month Year_ Completion Target S. Location/ Side(N/S) and No. Chainage Dist from CW(m) Target Date Date of Completion Reason for Delay if if task completed any 24______ 6 ______ _X 7 ______96 ______78S -0 ______14 ______=______L______81 ______912 ______ Project Engineer (Supervision Consultant) 5 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~~~~5 Government of Uttar Pradesh, Public Works Departmnent, Luckn,ow, India Project Co-ordinating Consultants (PCC) Services for Uttar Pradesh State Roads Project 5-4 EnMOirnomantl Managemont Plan (Sitapur-Bahraich) D.HV Co sJtas UV 01: POLLUTION MONITORING IOpeation Stage: Report -Date Month Year (Locations at which nonitoring to be conducted as per EMP) - Completion Target S.No Chainage Details M oniof Instruments jLocation Monitoring Target Date of Completion| i Used Date Reason for Delay if task completed If any Air Monitoring_ 1 _-I I 2 - I _I_ 3l_ 1I- 4 l Water Monitoring 2 3_ 5_ Soil Mon Itoring 21 _ _ _ _ 2 ______4 5 _ __ Noise Monitoring _ 3ll -4 __ _ Certified that the Pollution Monitoring has been conducted the SC at all the locations specified in the EMP and as per the directions of Project Engineer I(Supervision Consultant) Contractor Governmmnt of Uttar Pradesh, Public Works Department, Project Co-ordinating Lucknow, India Conwultants (PCC) Sermces br Uttar Pradeshl State Roads Project 02: SURVIVAL REPORTING OF ROADSIDE LANDSCAPING Operatlon Stage. Report 'Date Month Year- Landscape Roadside trees Section Shrubs In Medlan Turfing on Median S.No, Turfing on Embankment Total Trees Km -Km Planted Total Total Total Surviving % Survival Shrubs Total Area Total turfed ulg % Survival tured(sqm) Total Area Total turfed Planted SurvIvnv aureivi %Survinl =______no nos are nos nos _ suuvvltuldemrviving nos nos nos nos g - -. - - '- Certified that the hurished intormrration is correct Project Engineer (PIU) Gowernnt of Uttar Pradesh, Public Works Deprtrnent, Project Co ordinating Lucknow, India Consultants (PCC) Services for Uttar Pradesh State Roads Project Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV 03: CLEANING OF WATER BODIES Operation Stage: Report -Date Month Year__ S. No. Location/ Side(N/S) Completion Target Chainage and Dist from CW(m) Target Date Date of Completion Reason for Delay if task completed if 2.. any 3 . 74 ______= 1 1 ______ Project EngineerI 7~~~ ~ ~ ~ ~ ~~~~~~~~~~~~~~~~~~~^ Governmient of Uttar Pradesh, Project Public Works Departnment, Co-ordinating Consultants Lucknow, India (PCC) Services for Uttar Pradesh State Roads Project 5-7 Environmental Management Plan (Sitapur-Bahraichl DHV Consultants BV December 2003 APPENDIX VI SPECIFICATIONS FOR ENVIRONMENTAL MANAGEMENT WORKS 1 Clearing and Grubbing All site clearance works shall be done as per section 200 of MoRTH specifications for Road and Bridge Works. 2 Earthwork All excavation, disposal, filling and related works shall be as per section 300 of MoRTH specifications for Road and Bridge works. 3 Materials All materials used in environmental enhancement works shall be as per section 1000 of MoRTH specifications for Road and Bridge works. 4 Bricks Work All Brickwork including Laying, jointing finishing of joints, curing, scaffolding etc shall be as per shall be as per section 1300 of MORTH specifications for Road and Bridge works. Brick paving / Flooring The preparation of base concrete for laying bricks shall be as per section 409.3.3 and bricks paving shall be done as per clause 409.3.4 in all respects except that bricks shall be used. 5 Stone Work All stone masonry work shall be as per section 1400 of MORTH specifications for Road and Bridge works. 6 Concrete Work All concrete work including size and grading of material, admixtures, stacking of materials etc shall be as per section 1700 of MORTH specifications. 7. Cement Concrete Tile Flooring/ Paving The base for laying the concrete flooring/paving, size of cement concrete tiles/stone slab shall be as per section 409 of MORTH specification for Road and Bridge works. Government of Uttor Pradesh, Public Works Department, Lucknow, India 6-1 Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003 8 Formwork All formwork shall be as per section 1500 of MORTH specifications for Road and Bridge works. 9 Cement Plastering All cement plastering works and finishing of surfaces shall be done as per section 1312 of MORTH specifications for Road and Bridge works. 10 Gabion Structures All Gabion works shall be done as per section 705 of MORTH specifications for Road and Bridge works. (a) Footpaths Material and Construction of Footpaths shall be as pebr section 409 of MORTH specifications for Road and Bridge Works. (b) Cement Concrete Kerb And Channels Material and Construction of all cement concrete Kerb and channel stones shall be as per section 408 of road MORTH specifications for Road and Bridge works. 11 Railing Section for the railing shall be square pipe section as per detailed drawings. The railing shall be as per section 808 of MORTH specifications except that the railing section shall be square and as per the detailed drawing for the same. 12 Horticultural And Landscaping Works (a) Scope Contractor to furnish all materials, labour and related items necessary to complete the work indicated on drawing and specified herein. b) 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 conditions similar 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 accepted if branches are damaged or broken. All material must be protected from the sun and weather until planted. Any nursery stock shall have been inspected and approved by the Environmental Specialist of the Engineer. All plants shall conform to the requirements specified in the plant list. Except that plants larger then specified may be used if approved, but use of such plants shall Government of Uttor Pradesh, Public Works Department, Lucknow, India 6-2 Prni^i_-t C.^._.rrflnn tin r^ rn. a-,trn+ I/¢I C-A-. ;_rAr1+. . -_ -n___ n__! __. Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003 not increase the contract price. If the use of the larger plant is approved, the spread of roots or ball of earth shall be increased in proportion to the size of plant. Deliver plants with legible identification labels. Top Soil (Good Earth) Topsoil or good earth shall be a friable loam, typical of cultivated top soils of the locality containing at least 2% of decayed organic matter (humus). It shall be taken from a well-drained arable site. It shall be free of subsoil, stones, earth skids, sticks, roots or any other objectionable extraneous rnatter or debris. It shall contain no toxic material. No topsoil shall be delivered in a muddy condition. It shall have pH value ranging between 6 and 8.5. Fertiliser It shall be free from extraneous matter, harmful bacteria insects or chemicals. (Subjected to safety norms). Root System The root system shall be conducive to successful transplantation. While necessary, the root-ball shall be preserved by support with Hessian or other suitable material. On soils where retention of a good ball is not possible, the roots should be suitably protected in such a way that the roots are not damaged. Condition Trees and shrubs shall be substantially free from pests and diseases, and shall be materially undamaged. Torn or lacerated roots shall be pruned before dispatch. No roots shall be subjected to adverse conditions such as prolonged exposure to drying winds or subjection to water logging between lifting and delivery. (c) Supply and Substitution Upon submission of evidence that certain materials including plant materials are not available at time of contract, the contractor shall be permitted to substitute with an equitable adjustment of price. All substitutions shall be of the nearest equivalent species and variety to the original specified and shall be subjected to the approval of the Landscape Architect. (d) Packaging Packaging shall be adequate for the protection of the plants and such as to avoid heating or drying out. (e) Marking Each specimen of tree and shrub, or each bundle, shall be legibly labelled with the following particulars: o Its name. o The name of the supplier, unless otherwise agreed. o The date of dispatch from the nursery. (f) Tree Planting Plants and Shrubs Trees should be supplied with adequate protection as approved. After delivery, if planting is not to be carried out immediately, balled plants should be placed Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-3 Proipr.t Cn-nrrfinntinci CThnnu ,ltintc fpr(PCyI (Z ti¢ frr I Itt+r P-A,-4,Q, ,+ DZ,-. D'4, A Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003 back to back and the ball covered with sand to prevent drying out. Bare rooted plants can be heeled in by placing the roots in prepared trench and covering them with earth, which should be watered into, avoid air pockets round 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 120 cm in diameter and 120 cm deep. While digging the pits, the topsoil up to a depth of 30 cm may be kept aside, if found good (depending upon site conditions), and mixed with the rest of the soil. If the top soil is not suitable, it shall be replaced with the soil mixture as specified further. It shall be mixed with manure; river sand shall be added to the soil if it is heavy. The bottom of the pit shall be forked to break up the subsoil. Back Filling The soil back filled watered through and gently pressed down, a day previous to planting, to make sure that it may not further settle down after planting. The soil shall be pressed down firmly by treading it down, leaving a shallow depression all round for watering. Planting No tree pits shall be dug until final tree position has been pegged out for approval. Care shall be taken that the plant sapling when planted is not be buried deeper than in the nursery, or in the pot. Planting should not be carried out in waterlogged soil. 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 imperishable containers should be removed before planting. Any broken or damage roots should be cut back to sound growth. 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 cid on even spread. Soil should be placed around the roots, gently shaking the 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 damaging the roots, as follows: The balance earth shall be filled in a mixture of 1:3 (1 part sludge to 3 part earth by volume) with 50 gm potash, (Mop) 50gms of Super Phosphate and 1Kg. Neem oil cake. Aldrin or equivalent shall be applied every 15 days in a mixture of 5ml in 5 litres of water. Staking Newly planted trees must be held firmly although not rigidly by staking to prevent a pocket forming around the stem and newly formed fibrous roots being broken by mechanical pulling as the tree rocks. Methods: The main methods of staking shall be: Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-4 Environmental Management Plan (Sitapur-Bahraich) DHV Consultants BV December 2003 (a) A single vertical shake, 900mm longer than the clear stem of the tree, driven 600mm to 900mm into the soil. (b) Two stakes as above driven firmly on either side of the tree with a cross bar to which the stem is attached. Suitable for bare- rooted or Ball material. (c)A single stake driven in at an angle at 45 degrees and leaning towards the prevailing wind, the stem just below the lowest branch being attached to the stake. Suitable for small bare- rooted or Ball material (d) For plant material 3m to 4.5m high with a single stem a three- wire adjustable guy system may be used in exposed situations. The end of stake should be pointed and the lower 1m to 1.2m should be coated with a non-injurious wood preservative allowing at least 150mm above ground level. Tying Each tree should be firmly secured to the stake so as to prevent movement. excessive 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; normal[y two ties should be used for tree. These should be adjusted or replaced to allow for growth. Watering The Landscape Contractor should allow for the adequate watering in of all newly planted trees and shrubs immediately after planting and he shall during the following growing season, keep the plant material well watered. Fertilising Fertilising shall be carried out by application in rotation of the following fertilisers, every 15 days from the beginning of the monsoon till the end of winter: (1)Sludge or organic well-rotted dry farm yard manure: 0.05 cum or tussle. (2) Urea 25 gm. (3) Ammonium sulphate 25 gm. (4) Potassium sulphate 25 gm. All shrubs, which are supplied pot grown, shall be well soaked prior to planting. Watering in and subsequent frequent watering of summer planted container- grown plants is essential. (g) Shrub Planting In Planter Beds All areas to be planted with shrubs shall be excavated, trenched to a depth of 750 mm, refilling the excavated earth after breaking clods and mixing with sludge in ratio 8:1 (8 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of sludge after reduction by 8%.) Tall shrubs may need staking, which shall be provided if approved contracting by the consulting engineer, depending upon the conditions of individual plant specimen. For planting shrubs and ground cover shrubs in planters, good earth shall be mixed with sludge in the proportion as above and filled in planters. Positions of planters shall be planted should be marked out in accordance the architectural with drawing. When shrubs are set out, precautions should be taken to prevent roots drying. Planting holes 40 cm in diameter, and 40 cm deep should be excavated for longer shrubs. Polythene and other non-perishable containers Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-5 Project Co-ordinatina Consultants fPC(C'I qrvirFon fnr I It*,, Pr-,4-" Cr-4, -_:_ -. Environmental Management Plan (Sitapur-Bahraichl DHV Consultants BV December 2003 should be removed and any badly damaged roots carefully pruned. The shrubs should then be set in holes so that the soil level, after settlement, will be original soil mark on the stem of the shrub. The holes should be back filled to half of its depth and firmed by treading. The remainder of the soil can then be returned and again firmed by treading. (h) Grassing Preparation During period prior to planting the ground shall be maintained free from weeds. Grading and final weeding of the area shall be completed at least three weeks prior to the actual sowing. Regular watering shall be continued until sowing by dividing the area into portions of approximately Sm squares by constructing small bunds to retain water. These 'bunds' shall be leveled just prior to sowing of grass plants; it shall be ensured that the soil has completely settled. Soil The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good fibrous loam, rich in humus. Sowing the grass roots Grass roots (cynodon, dectylon or a local genus approved by the Landscape Architect) shall be obtained from a grass patch, seen and approved before hand. The grass roots stock received at site shall be manually cleared of all weeds and water sprayed over the same after keeping the stock in place protected from sun and dry winds. Grass stock received at site may be stored for a maximum of three days. In case grassing for some areas is scheduled for a later date fresh stock of gross roots shall be ordered and obtained. Execution Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will only be accepted as reaching practical completion when germination has proved satisfactory and all weeds have been removed. Maintenance As soon as the grass is approximately a 3cm high it shall be rolled with a light wooden roller - in fine, dry weather - and when it has grown to 5 to 8 cm, above to ground weeds must be removed and regular cutting with the scythe and rolling must be begun. A top-dressing of an ounce of guano to the square yard or well decomposed well broken sludge manure shall be applied when the grass is sufficiently secure in the ground to bear the mowing machine, 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 5 cm in length. instead of the 3 cm necessary for mature grass. In the absence of rain, in the monsoon, the lawn shall be watered every ten days heavily, soaking the soil through to a depth of at least 20 cm. Damage failure or dying back of gross due to neglect of watering especially for seeding out of normal season shall be the responsibility of the contractor. Any shrinkage below the specified levels during the contract or defect liability period shall be rectified at the contractor's expense. The Contractor is to exercise care in Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-6 Environmental Management Plan (Sitapur-Bahraichl DHV Consultants BV December 2003 the use of rotary cultivator and mowing machines to reduce to a minimum the hazards of flying stones and brickbots. All rotary mowing machines are to be fitted with safety guards. Rolling A light roller shall be used periodically, taking care that the area is not too wet and sodden. Edging These shall be kept neat and must be cut regularly with the edging shears. Fertilising The area shall be fed once in a month with liquid manure prepared by dissolving 45gms of ammonium sulphate in 5 litres of water. Watering Water shall be applied at least once in three days during dry weather. Watering whenever done should be thorough and should wet the soil at least up to a depth of 20 cm. Weeding Prior to regular mowing the contractor shall carefully remove rank and unsightly weeds. (i) Maintenance Cultivating The Landscape Contractor shall maintain all planted areas within Landscape contract boundaries for one year until the area is handed over in whole or in phases. Maintenance shall include replacement of dead plants, watering, weeding, cultivating, control of insects, fungus and other diseases by means of spraying with an approved insecticide or fungicide, pruning, and other horticulture operations necessary for proper growth of the plants and for keeping the landscape sub-contract area neat in appearance. Pruning and Repairs Upon completion of planting work of the landscape sub-contract all trees should be pruned and all injuries repaired where necessary. The amount of pruning shall be limited to the necessary to remove dead or injured twigs and branches and to compensate for the loss of roots and the result of the transplanting operations. Pruning shall be done in such a manner as not to change the natural habit or special shape of trees. Tree Guards Where the tree guards are necessary, care should be taken to ensure that they do not impede natural movement or restrict growth. Circular iron tree guards shall be provided for the trees at enhancement locations. The specifications for which one given below: Circular Iron Tree Guard with Bars. The tree guard shall be 50 cm. in diameter. Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-7 Environmental Management Plan (Sitopur-Bahroich) DHV Consultants BV December 2003 The tree guards shall be formed of (i) 3 Nos. 25x25x3mm angle iron verticals 2.00m long excluding splayed outward at lower end up to an extent of 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 circumference with electric plant 15 Nos. bars shall be welded to rings at equal spacing along the circumference of 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 upper end of the flat of top ring shall be at the height of 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 required shade over a priming coat of ready mixed primer of approved brand. (j) Nursery Stack Planting should be carried out as soon as possible after reaching the site. Where planting must be a necessity and/or be delayed, care should be taken to protect the plants from pilfering or damage from people animals. Plants with bare-roots should be heeled- in as soon as received or otherwise protected from drying out, and others set closely together and protected from the wind. If planting is to be delayed for more than a week, packaged plants should be unpacked, the bundles opened up and each group of plants heeled in separately and clearly labelled. If for any reason the surface of the roots becomes dry the roots should be thoroughly soaked before planting. (k) Protective Fencing According to local environment, shrubs shall be protected adequately from vandalism until established. (I) Completion On completion, the ground shall be formed over and left tidy. 13 SPECIAL CONDITIONS AND PARTICULAR SPECIFICATIONS 1. Landscape Architect mentioned herein shall mean and/or any person nominated by him. 2. Wherever applicable, work shall be done according to 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 poinl'. Contractors shall make their own arrangement for drawing water from there. Water charges at of value of work done shall be deducted from the contractors Bills. 4. If electricity is required for 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 contractors bill. Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-8 Environmental Management Plan (Sitapur-Bahroich) DHV Consultants BV December 2003 5. The works included in the schedule of Quantities include grassing as well as planting of trees and shrubs. 'Contractors' quoted rates shall include execution of these works at different levels and nothing extra shall be paid for any item, for working at these levels. 6. The Contractor (s) shall not be entitled to any compensation for any losses suffered by him and/or revision in the rates originally quoted by him. (a) On account unforeseen delay in commencing the work, whatever the cause of such delays be. (b) On account of reduction in the scope of work. (c) On account of suspension of work, or abandon after award of work. 7. The Contractor shall provide all facilities to Landscape Architect / Project Engineer and / or his authorized representatives to make frequent inspection of their Nursery and ascertain the process / quality of various categories of trees/plants etc., grown by them. 8. Contractors' quote rate shall include the cost of transportation of tools and plants to and from the site, sales tax, excise duty, octroi, etc. It shall be clearly understood that no claim for any extra payment on account of sales tax, excised duty, octroi etc., shall be entertained alter the opening of the tender. 9. The safe custody and up-keep of various categories of plants brought to site isthe sole responsibility of the contractor and he shall employ sufficient supervisory personnel to ensure the safety of these items. 10. The site of work may be handed over to the contractors for shall work in phases, as soon as the same are available and the contractor in turn shall work in these areas forthwith. Nothing extra shall be payable for such phased execution of work. 11. While excavating / executing the work the contractors shall ensure that the existing cables / pipe lines / structures / fittings are not damaged and if due to his negligence, these are damaged, the same shall be set right with no extra cost to the clients. 12. The Contractor shall co-ordinate his work with other agencies employed by the Clients and ensure that the work of other agencies are not hampered in 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 landscape Architect / Project Engineer. 14. On completion of the work, the site of work shall be thoroughly cleaned and all debris removed before the work is handed over satisfactorily. 15. The Contractors shall, without any additional charge to the clients, renew or replace any dead or defective plants/grass and shall fully maintain the whole landscape for a period of 12 months after the certified date of completion. 16. "General condition of contract and standard contract Forms of shall also form part of the contract. 17. Trees shall be of minimum length as specified in the schedule ol quantities and shall be straight and symmetrical with a crown and having a persistent main stem. The size of crown shall be in good over all proportion to the height of the tree. Government of Uttor Pradesh, Public Works Deportment, Lucknow, India 6-9 Prninot Crvnrrinrdirn Pre ,I+,-nrsc..-..~o...... e...... ,_,_ s_. .~...... , . _ ._.. Environmental Management Plan (Sitapur-Bahraich) DHV Consultants December 2003 BV 18. Small trees and shrubs shell be well formed with the crown typical of variety. the species or 19. GENERAL REQUIREMENTS OF PLANTS: (1) Plants shall be typical of their species and variety, well-developed branches, and well foliated with fibrous root system. Plants shall be free from defects and injuries. Plants shall not be pruned before planting. (2) Plants shall be free from defects and injuries. (3) Plants shall not be freshly dug and nursery grown. (4) Nursery grown plants shall have been at least once transplanted. (5) Bark shall be free from abrasion. All trees, soon after planting, shall be properly supported with bamboo stocks to their safety ensure against winds or any other factor, which may affec t it adversely. 20. PROTECTION OF "TREE TO BE PRESERVED" The contractor shall be responsible for the protection of tops, trunks and roots of existing trees on site. Existing trees subject to the construction damage shall be boxed, fenced or otherwise protected before any work is started. 21. GENERAL REQUIREMENTS OF EARTH MANURE 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 between 6.5 and 7.5. MANURE: Manure shall be of well-decayed organic matter obtained in dry state from the Municipal dump or other similar source approved by the Project Engineer. The manure shall be free from earth, stone or other extraneous rnatter. Manure shall be supplied, at site well screened. FERTILISERS: If the soil tests indicate pH value not as per the above specification namely between 6.5 and 7.5, following measures need to be taken. If pH exceeds 7.5, aluminium sulphate or equivalent fertilizer 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 limestone or equivalent fertilizer at the rate of 1 kg per cubic metre to raise pH by one full point Government of Uttar Pradesh, Public Works Department, Lucknow, India 6-10 Proiect Co-ordinotino Consu iltnnt, tPr('I qr- f-.f, I1+4-,- D-,- -" - - - . .., . STOPE CONSTRUCTION PLANTS VEHICLE WASHING PARKING ENTERY r------___= ---- i~~~~~~~~~~~~~~~-X r, -T------ .. '~~~~~~~~~~~~~---'-' ,------STROM~WATEFR_- DRAINAGE L-L NOTES 1 PROJECT 1) FOLLOW WRITTEN DIMENSIONS ONLY Drawing No. 3-1 UTTAR PRADESH 2) ALL DIMENSIONS STATE ROADS PR IN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF SCALE NTS THE ENGINEER TITLE LAYOUT FOR CONSTRUCTION . CAl U) C ~~~~~~~~~~~~~~~J~ ~ ~ C ;o . 0 ~~~~~~~~~~~~~~~~~~~~~m 3M. WIDEMETTLED ROAD zU 0) L------~~~~~~~~~ -Z - -0-ow . m I 4 H ~~ ~ ~~~------'' ---- I ''a LA UADlq :1II I r fl ~ ~~ ~~ ~ ~ ------I IC U, ~ ~~I / I 1nI r-M ~ m0~ ~ ~ ~ ~ ~~~~Ir 1 0 Io ------m~~~~~~~~zw-, I~~~~~~~~~~~~~~~~~~~~~~~~~~> I~~~~~~~~~~~~~I~~~~~~~~~~Z~~r Z0 > Z ------m c ml ------I,F P1 co 0 <0 ~~~~0 ~ V IL rn~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Zr CD )ctJ 0 CD m 0M <-4 -+, STE PROF PROPOS .0 -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~L- GRC -1 5C GULMO-AR TREES - ~5M GiG t J ° * _ _ -9 O _ COMUNI~~WSHINPLTYFUSRMASOPR = H4;_ - 4 ; T~~~~~~~YPICALDETAIL T-1 ( , > \ >~~~~~~~~~~~~ORA SPECIES @I1MCIC SALIX AND GULMOHAR TREES SRI'K PITCHED EBACKMBENT AS PER TYPICAL SECTION T-2 o GROUND L.L -I 5RL _ PROJECT NOTES Drawing No 3-2 UTTAR PRADESH STATE ROADS PROJEC 1) FOLLOW WRITTEN DIMENSIONS ONLY 2) ALL DIMENSIONS IN MM UNLESS OTHERWJSE STATED 3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF TITLE THE ENGINEER SCALE: NTS DESIGN FOR ENHANCEMENT OF POND STEPPED ACCESS AS PER DETAIL T-Si ,.5@ PROPOSED PARKINP SPACE T T 4 - so =gO~~~~~~~~~~~~F :IROPOSED SOFT SHOLJLDEFR /. D z ^ 5 D~~~~~~~~WARF FLCWERING SHRUBS / // iSY l l ] \x | ~~~~~~ALTERNATE LANTANA 6, HIBISCUS SPECIES FLOWERING SHRUBS o XORASPECIES @1M C/C EXISTING PEEPAL TREETO SITTING AS PER TYPICAL DESIGN DETAIL TI3. TYPE-1 )RL s - ~~SUPFACE WATER4=VL -c GROUND WA - PROPOSED WASHING PLATFORM 5ORL.------FOR COMUNITY USERS -1 AS PER TYPICAL DETAIL T-1 GULMOKAR TREES .- ~5M GCi e CASSIA FISTULA SPECIES tU 1 ~~~~~~~ ;:J @~~~~~~ 6M C/C oRIC PAD P BRICK PITCHED EMBANKMENT BRICK PAVED PATHWvAY } AT 1 2 SLOPE (REFER TYPICAL OETAIL T-2) (1 25M vde) ;ULMOHAR TREES PAVING T-4. TYPE-4 RAILING ASPER TYPICAL DETAIL BRICK PITCHING T-6 r SLOPE 12 GROUND LVL -I 5RLI _75 / \\~~~~~~~~~~~~~~~~~~~~~.7 5000 BRICK PAVING -SAE75 I - ~~~~~--: : r~~~~~~- SCALE: SECTION A-A 0 10 20 30 40 50,n SCALE 1.25 -i STATE ROADS PROJECT Il Public Works Department, Govt. of Uttar Pradesh In.-I.ncannfw CONSULTANCY SERVICES FOR DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT Halcrow and Paltners PROJECT CO-ORDIjATING CONSULTANTS (PCC) SERVICES -LUCKNOW -INDIA HANCEMENT OF POND Operation Research Group Development Consultants L.d FUNDED BY THE WORLD BANK (Loan No 4114-IN) MOP Consultants (Pvt.) Ltd. ism -v000 L ¶ ~~~~~~~SECTION PLAN LEGEND- m •-ROW c,m UTTAR PRADESH STATE ROADS PROJECT -11|6 Public Works Departmnent, Govt of Uttar Pradesh .1 CONSULTACYS6RVCES 2I fO Me bw b io be pMnW WV& Lem of Gn I be& DHV Cons JtUnlsBV sTA T! ROAmfUR .mS c .RE A iind hi w wfOf.- no- A SW1ICE f4 *C' anid & memAof &onams to be ss.dL NO45Iw p ivn sf' Lwsfob&MMbeImd o Nudelab or d WTC.WAGdSLM~b us ..... r~ewWeege C)SE~CSWW~A~ .8 ~gj 2.5% 11r * Tll_~~~~~~~~~All SECTIQN (ti_ A-~~~~O0_-1--- Lii m< ROW UTrAR PRADESH STATE ROADS PROJECT -11 Tg1 TS Pubilc Works Oepanment. Govt of tar Prdesh -- tr"wrNm b to 25rn b ofI dnadowq ve,DHIV ~J N.l g. COnsitAtnts BV STATlKROADS bu.~~bbe2.Sm ~ p**d- a~Ig ~U.b, hue. _ Fig.-(b Cor"Cs IWWRUSTMElp 0,WWRJ("C TEO*GCMLASMTMICE A =M FftfCrCTO.aptArbO CI45ATANT5 IP-CCISM6 *S. PRO.ECT hW -- r]6 -UXJOGW.rOL of " wTedtaeI L~~~~~~~~~~~~~hs UE BH OtDBN . . 1i4C F II ZII 00~~~N U~~~~~~~~~~~. I I Il I °° X X } } z 11 1 1 1 F ~~~~~~~~i fX§1 40000 5~~~~~~~~~~~~~~~~~~~253 |E SECTION PLAN m <,ROW• LEGEND:- DSKDEO TREES Govt. of Uttar Pradesh -o N] .I Public Works Department, ProeRje PRADESH STATE ROADS PROJECT CONSULTANCYSERVICES FOR . ._sDHVCoultants BV STATEROADS INFRASTRUCTURE DEVELOPMENT TECHNCAL ASSISTANCE PROJECT (PCC) SERVICES.LLJCKNOW .- SA [gN O o G PROJECTCO.ORDIN711NG CONSLILTANTS 1) No t ;J to a be plnted with;n 2.5m of on est.ng tree. Notes:- MDtoPberCoepeatL FUNDEDBY TiE WORLDBANK (Len No. 41144N Nc twher ee xtro h roervditabl s ore ete r t le spoce is ao ,ioble, un Ba othw ie specified. 50000 19000 I000 jl 7000 1500 000 19000 ~~~~~~~~~~~~~~~~2.N3 % .5_ .3%1¢* -~~~~~~~~~~~ld SECTION PLAN m CROW cm LEGEND:- SERVCE FOR . ||SUTAC Uttar Pradesh FProject -4[1V Public Works Department, Govt. of UTTAR PRADESH STATE ROADS PROJECT SERVICESFOR UTTARSTATE PRADESH ROADS PROJE||CT -h__ CO3NSULTANCY PROJE DHV Consultants BV STATEROADS IwRASTRuclTuE DEVELOPMENTTECHNICAL ASSISTANCE -LUCKNOW-NA Notes:- 1) No tre is to be plood .ithin 25rn of en iogro FiLNo-.||| PROJECTCO.ORDINATINO CONSULTANTS (PCC) SERVICES NDEDBYTHFWORLDBANK tLn No. 4114IN) 2) Atreetoin renade etulr re of ot r e tobe repated i N where Sr retro space is oeBoble. or dlted eherfM teb space is o ble .Wiose Othe se specified. 24000 24000 ism 7000 ljMIM 3 z Q~~~~~~~~~~~~~~~~~~3 _ I _ r '< E,: ~~~~~~~t h' PLAN m CROW •m LEGEND:- Projed .. Scaeb Works Department, Govt. of UKtar Pradesh UTTARP RADESH STATE ROADS PROJECT -e NTS Public UTTARLPRADESHSTATE ROADS PROJECT __ - CONSULTANCYSERVICES FOR HVConsuftants BV STATEROADSIFRASTRUCTURE DEVELOPMENTTEOIMCAL ASSISTANCEPROJECr PROJECTCO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW-INDLA Notes:- 1) No tree lS to be planted within 2.5' ofl an esetlng tree. Fig No. Op Ones 41144N) 2) Alte"'ate inner and outer rosof"Otre s re to be repeated 6 |3(0 FUNDEDBYTHEWORMDBANK(L-N .here esor etro Space is o)lobIe. or deleted wherSeft lees space is aoailoble, rnles otherwie. specifed. EXISTING A 0~~~~ PROPOSED BRICK PAVING AS PER TYPICAL DETAIL T-4, Type - 4 0 0 0 0S PROJECT NOTES Draw,ng No 3 -4 UT-TAR PRADESH STATE ROADS PROJECT -I 1) FOLLOW WRITTEN DIMENSIONS ONLY 2) ALL DIMENSIONS IN MMkUNLESS OTHERWISE STATEDl 31 SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY TITLE ON APPROVAL OF THE ENGINEER SCALE. NTS DESIGN FOR ENHANCEMENT WELL AND TEMPLE U~~~~~~~~ OLWWITNDFESOSOL o 0 0 0 EXISTING ASHOK TR E PROPOSED CHABUTRA AROUND EXISTING TREE AS PER TYPICAL DETAIL- T-3, TYPE-2 EXISTING CHABUTRA TO BE REINFORCED BY 100 TK P.C.C. LAYER SLOPING TOWARDS DRAIN o# | #ltWl# § w X \ IEXISTINGWELL PROPOSED CONCRETE BLOCK PAVING AS PER TYPICAL DETAIL T-4, Type-3 PROPOSED RAILING AS PER TYPICAL DETAIL T-6. Type-3 HUS 3s l *rrT1 zVV5 PR JECT -I Public Works DepartMent, Govt. of Uttar Pradesh 1.~~~ -1h ~CONSULTANCY SERVICES FC4~ DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNIC-AL ASSISTANCE PROJECT Halcrow and Partners LL ND TEMPLE Operation Researc-h Group PROJECT CO-ORDINATING CqNSULTANTS (PCC) SERVICES -LUCKNOw - INDIA DeveloPment Consultants Ltd FUNDED BY THE WORLD BAHK (Loan No. 4114-IN) MDP Consultants (Pvt.) Ltd. TURFED AREA WITH FLOWRING SHRUBS LANTANA SPECIES Olm C/C ' ~~~~~~~~~~ov A PAVING AS PER DETAIL T-4,TYPE-2 - - - - ~PBOPi. RADIUS-6. PAVING AS PER DETAIL T-4.TYPE-300 PROPOSED SHADE TREES AZADINACHTA -4 > INDICA & TAMARINDUS INDICA O1OM C/C TO BE ALTERNATED EXISTING TEMPLE COMPLEX / - EXISTING TREES TREE SITTING AS PER DETAIL T-3,TYPE-2 BRICK PAVED PATHWAY AS PER DETAIL T-4.TYPE-4 PROJECT NOTES DRA%.'IIG 3-5 UTTAR PRADESH STATE ROADS PROJECT - II 1) FOLLOW WRITEN DIMENTIONS ONLY 2) ALL DIMENSIONS IN MM 3) ANY CHANGES TO BE MADE TO BE APPROVED TITLE BY THE SUPERVISION CONSULTANT SCALE 1.500 DESIGN FOR ENHANCEMENT OF TEMPLE AND F U~~~~~~~~~~~~~~~~~~~~~. PROPOSED SHOLDER EDGE FLOWERING TREES GULMOHAR, SALIX & AMALTAS O1Om C/C - _- _--P_-SED-TE,P ------TRUCTURES PROPOSED SHADE TREES -_ _ _ _ _ - _ -POND------AZADARICHATA INDICA & TAMARINDUS INDICA t-XL^ - - _ _-_ w_ -.. - - @lOm C/C PROPOSED K? r < br-- - _s M . _ - - - _ E lr BRICK PITCHED SLOPE PROTECTION AT 12 SLOPE AS PER TYPICAL DETAIL T-2, TYPE-4 GREEN TURFING _____SCREEING TREES ACACIA NILOTICA 03m C/C _H i4 \D3 PROJECT - II Public Works Department, Govt. of Uttar Pradesh CONSULTANCY SERVICES FOR DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT OpeatirowndRPartneGros PROJECT CO-ORDINATINO CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA Developmentl Consullants Lid FUNDED BY THE WORLD BANK (Loan No 4114-IN) MDP Consultants (Pvt.) Ltd. -~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~0 t \ \ i i ~~~~~~~OFWell/ PLAN OF WASHING AREA NOTES: DI" T1PROJECT_ N) FOTLOW WRITTNDIENSIONSONLY UTTAR PRADESH STATE RCADS PR( 2) ALL DIENSIONS IN M _ 3) SITE SPECIFIC CHANGES IF ANY, TO BE AOE ONLY ON APPROVAL OFr SCAE NOTTO SCAJLE WASHING PLATFORM AT THE ZGE OF THE ENGINEERI U~~~~~_ - 50 T 1MDQ MO"T- (1.2) r OO-K I r.2N1:3 C T 0ErMRW ,1000II F 100 I8&.DOX P1.ASTatN 1.5 CDE#U W AS PNR Aw*4G NO. T-27 TIPE i1 SECTION SIDEELFLVATIO .w 11. cEKEdTmxt (t2) DETAIL AT 'D' 600 m3r WOlSIPLATFRM FRONT ELEVATION E6tN W A S H I N G P L A T F OR M 3500 .E HfOIE (75 _ Ou,) DM RUB&E (M-N. Du. 10). __ WATU cOIETU ] 15o00A-O O O O . I |~~~~~~~______|R~ 200 aiAO4 |0 L.40r ISO 4r"C/C r^D BOhW^X SECTION A-A (REVERSE FIlTlEWELL) SCALE SH STATEPROJECTR+DS -11 InazosbOAnwilb CONSULTANCY SERVICES FOR DHV Consultants BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT FO0 tM AT THE OGiE OF POND OprHaliow artd PranrsG PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA Development Consultants Ltd FUNDED BY THE WORLD BANK (Loan No. 4114-IN) MOP Consultants (Pvt.) Lld I t | | -BRICK LAWDON EDGE BRICK LAID ON FLAT THIS SPACE. OBTAINED FROM THE PERTICULAR ARRENGMENT WILL FACILITATE GROWTH OF TR TVEGETATION ON SLOPE -F_ I KERB STONE GA8ION BOX N 111111 IEI ° WATER BODY / BRICK ARRENGMENT ELEVATION GOOD QUAL GA8ION BOX AS PEF : _ - U - R- P-I S R E-C- T .~~~ - - -- RJC---- DRAwlNG:T 2UTTAR PRADESH STATE ROADS PROJECT - II In asscoalion with TITLE DHV Consultants BV SCALE: Halcrow and Partners n:500 DESIGN FOR BRICK PITCHING ON EMBANKMENT Operation Research GrOup Development Consultants Ltd. MDP Consultants (PA.) Ltd. AFTER TWO 110Omm (Brick loid on Flat) COURCES ONE COURCES OF 70mm (Brick laid on edge) > ~~~~~~~~~~NOTE: KER8 SLAB AS PER DETAILS IN PLANTER DRAWING GOOD OUALITY BRICKS (CLASS 11) HAND LAID ON THE SLOPE. G BION BOX AS PER DETAILS IN GABION STRUCTURE DRAWING BRICK PITCHING OF SLOPE SURFACE SCALE 500MM 200MM OMM 500MM NOTES LI _I | 1) FOLLOW WRITEN DIMENTIONS ONLY 2) ALL DIMENSIONS IN MM 3) ANY CHANGES TO BE MADE TO BE APPROVED BY THE SUPERVISION CONSULTANT Public Works Department, Govt. of Uttar Pradesh CONSULTANCY SERVICES FOR o utants Bv STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE Re archOroup PROJECT CO-ORDINATING PROJECT CONSULTANTS (PCC) SERVICES - LUCKNOW ;ulte ts (Pvt. Ld. - INDIA FUNDED BY THE WORLD BANK (Loan No. 4114-IN) s~~~~ .2 - *4';A - { - -wr- ; : ':Z 71"2~~~~~~~2 A A ~P.C.C. (M20) ~ *. ~ ~ ~ ~ ~ ~ ~ ~ 00 PLAN OF SITTING AREA (1YPE 1) RESTRUNK T * \ I IG 2S0 h~GE 15ERS.' 75MM TH:CK - Ia Ce w Tre . ~~~~~~~...No: PROJEC~ .M0~ ~~~~TSTATE 4ZiTTIN BACKRES PR2EHROD IPROECTIE 2II SECTION A-A (TYPE 1 ) In mafction wdh DHV Consu ants ~ ~ ~ ~~~~~~~ETO TITLE Haicrow and Pa ers U scZ5L 1:0 SEATING ARROUND- Gc TP TREE - 1 Opeato-nI ee PC MW Consullan (Pvt.) _ B R I C S~~~~~~~~~~~~~~~~~~~~MCPAVINtiG ., I A~~~~~~~~~ RRNGMENT w~~~~~~~~~5 (OTLLA) B e ~~~+450/ EART ByACKRESST B 151E B A PLAN OF SITTING AREA (TYPE 2) TREE T2tC4X F i\K 250 480 560 300 EPICN~ WAL ~ L.WALL \;C GROUND_ ~~~IC~~~~~AV5MNTIC ERIC|K IiRPAvIBCK K0CGST P.C.C. (M20)§ 4' 0f i *0.00i GROUND GRO\ND Sd) SECTION B-B (1YPE 2) SCALE 1) FOLLOWWRmEN DOE ONSONLY 2) AUL rD* ONsIN MMUNW&SS OTHERWtE STATED 3) SrrE SPECrFc CWA= F ANY. TO £ MADEONLY ON APPROVALOF Public Works Department, Govt. of Uttar Pradesh wc h xnCONSULTANCY SERVICES FOR I (onsu bnts BV STATE ROADS INFRASTRUCTURE DEVELOPMENT TECHNICAL ~-nd Pe rs ASSISTANCE PROJECT atio n Rese Group PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA lop ant Stplants Ltd. FUNDED BY THE WORLD BANK (Loan No. 4114-IN) u sultan Pt)L. t 210r 435 9 270 . ,20 50 ISO .ii i CORNER TILE HALF T HALF TILE D 10 TYPE I TYPE 2 CEMENT CORNER TILE TILE AS PER TILE DESIG 1 210 270 w t9 HALF TILE FIXING OF Tll SCALE 500MM TYPE 3 PROJECT DruwAng No:T-4 UTTAR PRADESH STATE ROADS PROJECT- 11 In #50ociatbn "N TITLE SCALE: 120 DHV Con4ultants I PAVING Halcaow and Psrtners OperatinRenrZ Grou DPvelonperts onsu(Pant) MDP Consultbnts (Pvt.) Lt 0 I0 I SO 450 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~n TN-PE 2 TYPE 4 CEMENT TILES IN 1:6 CEMENT MORTAR 10MM MORTAR GAP II nd CLASS BRICKS LAID ON FROG AND FIXED IN 1:6 CEMENT 13 MM MORTAR GAP MORTAR ...:.',,-;U-P.C.C. 10MM MORTAR GAP , - RAMMED EARTH ;- . Pcc (M20) FIXING OF TILES - RAMMED EARTH FIXING OF BRJCKS SCALE 500MM 200MM OMM 500MM 1OOOMM NOTES 1) FOLLOW WRIlTEN DIMENSIONS ONLY 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY ON APPROVAL OF THE ENGINEER 4_/U Public Works Department, Govt. of Uttar Pradesh as aawAlh CONSULTANCY SERVICES FOR H wandultants BV STATE ROADS INFRASTRUCTURE ai and Partnems DEVELOPMENT TECHNICAL ASSISTANCE PROJECT :e tion R rcoup PROJECT CO-ORDINATING CONSULTANTS wv =ZtyOnatkants Ltd. FUNDED BY (PCC) SERVICES - LUCKNOW - INDIA DP tsul~(Pvt.) Ltd. THE WORLD BANK (Loan No. 4114-IN) _ B rJ .~~~~~~~~~~~~~~~~~~~~~~~' tIt' ror.y>l _1 _C CEMENT TILES TYPE i. LA C o P.C C. (MZ2. 75VrI '. .) .-\YE :- B SFcrK)-4 r IP Tn FlY'f nF R,W ~~~~~~~~~~~~~~...... ,r.:1::::::: ~~~~~~~~~~~~~.'.:.'.'...... : ...... _...... -...... _ , I z l . .I Lllf ...... , , . . . . , ~~~~~~~~~~~~~~...... :.'' :''':::-'':,-'''':..:-:. TYPE I ACCESS AS iTLPS PROJECT Orawing NO T-sUTTAR PRADESH STATE ROADS PROJECT- 11 In associton wvh DHV Consultants BV TITLE Haicrow and Partnes SCALE: 1:50 STEPPEDACCESSTO EMBANKMENT Operation Research Group Development MDP ConsultantsConsultants (~Pvt.)Ltd, Ltd 9 I~~~~~~~~E L R~~~~~~-~--t. I SFCTIO' RBR ~~~~~~~...... ,,,,,,- ,. ,, , ,, ,, , ,...... :::.. ,,,,,...... -~~~~~~~ ' ': ' . -~~ ~~~~~~~~~ ,., _m __L - ~~~...... -:. NOTES Ij FOLLOW WRITTEN D*AENSIONS ONLY 2) ALL DIMENSIONS _U IN MM UNLESS OTHERWISE STATED :: 3) SITE SPECIFIC CHANGES IF ANY, TO BE MADE ONLY ON APPROVAL OF: THE ENGINEER Vp Public Works Department, Govt. of Uttar atior %v Pradesh CONSULTANCY SERVICES FOR Censultants Bv STATE ROADS INFRASTRUCTURE Joa searns DEVELOPMENT TECHNICAL ASSISTANCE PROJECT CO-ORDINATING CONSULTANTS PROJECT (PCC) SERVICES - LUCKNOW p tCon su tnts Ltd. FUNDED BY THE WORLD - INDIA on t.) Ltd. :tants BANK (Loan No. 4114-IN) 25 25 1 3 Iw k SWWAMPPc I5 <~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~3_0 X j x 3 WSAC(X4 TYPE-1 I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~t ~ ~ ~ ~ ~ ~ ~ ~~~Pc (II TYPE-2 PROJECT DrinJNo.ET UTTAR PRADESH " STATE ROADS PROJECT- 11 TITLE DHV SCALE NTS Consultants BV RAILING DETAIL Halcrow and Partners Deelopment ConsuttatS L MDP Consultants(Pvt. \Ltd. .R~~~~~~~~~~~~~~~~~~~~~~* M. ,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~sU,,i ', Io.om(:J . .~~~~~~~~~~~~U TYPE-3 38I&I x 38 X 3 I Ii. 25 b2 3 9- t I ti i DETAIL AT B SCALE 1:25 DETAIL AT A SCALE 1.25NOE NOTES . 1) FOLLOW WRITTEN DIlENSIONS ONLY 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IF ANY. TO BE MADE ONLY THE ENGINEER ON APPROVAL OF Public Works Department, Govt. of CONSULTANCY SERVICES Uttar Pradesh )n ultants BV FOR ~d rtnersl STATE ROADS INFRASTRUCTURE Re earh DEVELOPMENT GI PROJECT CO-ORDINATING TECHNICAL ASSISTANCE PROJECT u0t onsultats CONSULTANTS (PCC) SERVICES Ltd. FUNDED BY THE - LUCKNOW - INDIA WORLD BANK (Loan No. 4114-IN) G. L. W ~~~~ESANL 25mmx2mm 3m ELEVATION GEOTEXTILE FIXED TO L AND I SECTIONS WITH BiNDING WIRE A 275 ~~~~~~~275 625 PLA i =A B 0 0 M.:AN.C0,E (25.X~ X 25 Vu X 3 h44) G. L. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-l-;------?---- - L AND T SECTION A-A NG WIRE "1A GEGTEXT!L- W.!RAF! !75 i 140 N OR SIMILAR | APPROVED MAKE - M-M.S. ANGLE SUPPORTED ON MESH (25 MM X 25 MM X 3 MhM) EfINDING WIRE IHROUGH SLOTS __:A DETAI AT 'B' Title: Silt Fencing Arrangement For Water Bodies T7 BRICK PAVING BRICK STEPS WITH _ E~~~TONE CLADDING 300 THK. / / BRI WALL ~~~~~~~~~~~WITHSTONE CLDI \ \t / / / /--=----==----==----==--==---\ \ X \ \ BRICK PAVING s s , , ------\ \ , l l l _ _ _ _- _-- _-- - -- _-_-- _ --T------X 0 X w -_------n t 1 _ _ _ _- _ . -- =- - =-WEIL PENIG (300 --- =---=- \ ~ _ ------~~~~~~~~~~~~~~~~~~~~~~~~~~~~I o TREAD300 ------L RISER150 ------ \ _ _ _ t_ _ _ \______,FU W _ _ PROPOSED PLAN ND,D,B SCALE: 1:50 PROJECT Public Wor Draving No. T-8 UTTAR PRADESH STATE ROADS PROJECT - l CONSULTIN SCALE:NTS~ ~ ~ ~~TrllPROJECT STATE ROA SCALE: NTS ~~WELL - TYPICAL DETAILFUDDB C' 0 3DOTHK.BRICK WALL WrHSOECLADDING o ~~~~~~~~~~~~~~~~~~~~~~~~~~BRICKPAVING ELEVATION 'K PAVING SCALE: 1:50 x .SECTION XX SCALE: 1:50 NOTE :- i) FOLLOW WRITT| DIMENSIONSBEN ONLY 2) ALL DIMENSIONS iN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IFANY, rO BE MADE ONLY ON THE APPROVAL OF THE ENGINEER Public Works Departmnent, Govt. of Uttar Pradesh CONSULTING SERVICES FOR _STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA FUNDED BY THE WORLD BANK (Loan No. 4114-IN) HAND PUMP 6 HIGH PARAPET CEMENTED PLATFORM X 15 11000 x PROPOSED PLAN SCALE: 1:50 PROJECT Public Drew" No. T-9 UTTAR PRADESH STATE ROADS PROJECT-Il1 CONSL STATE TrTLE PROJE SCALE: NTS HANDPUMP - TYPICAL DETAIL FUNDE HAND PUMP oC) 0 ACEMENTED BASE 6 X6 PARAPET 0 1 O o ' iin G r. Lvl1. ARAPET .y/>0. PLATFORM ELEVATION SCALE: 1:50 HAND PUMP t.0n| XCEMENTED BASE 6"X6" PARAPET 0- LC C r. Lvi. CuD SECTION XX SCALE: 1:50 NOTE: - i) FOLLOW WRITTEN DIMENSIONS ONLY 2) ALL DIMENSIONS IN MM UNLESS OTHERWISE STATED 3) SITE SPECIFIC CHANGES IFANY, TO BE MADE ONLY ON THE APPROVAL OF THE ENGINEER Public Works Department, Govt. of Uttar Pradesh CONSULTING SERVICES FOR STATE ROAD INFRASTRUCTURE DEVELOPMENT TECHNICAL ASSISTANCE PROJECT PROJECT CO-ORDINATING CONSULTANTS (PCC) SERVICES - LUCKNOW - INDIA FUNDED BY THE WORLD BANK (Loan No. 4114-IN) V i E~~~~~~~~~~~~~~~~~~~~~~~~~~~j I ------r------~ ~~~~~~-- -A I ,, - A ! i |, - i ! { E~~~AILIN1G STAT.>- 2 0 1300 WAi-. Cc2 2~~~~~~i T *E tEA I I I!p~~~EAS pTIm B - Pl AN . l . .75. _.M. S{ l t ,; _ _J 3r SCAOHCLE F- 355C_ 143CC -j S ur 1 ~192S ~~~~~~7~~~~fILJ7ORFLTP. 7 TC , cL FLLEORM ?,LECT10 FIRj v v vv 200 0our.RAE11 1 WALLETTUNC GRA o c n | _ 0 > ._ _- -. <. er UN~~~~~~~~~~~~~~~~RAEIvvv FIRST - FOR v v v v 2-~_-FLE _ c, I _ STvECTIONA-SECTIFONM A NEtT I-AL' I4ANHOLE FCR E .;...0 . 1 ~~~~~~~~~~~~~~~S5 ROOF PLAN ' kNH0LE 20 0 I IC{ L .0c 75 75~~~~~~~~~~~~~~~~~5 60 - v2_-r ~ Oi 2CCSoo DITCH LINE ENG S-CL VEN I 1JILt S DIA TIKP:~ -: I I ~~~~~~~~~~~~~~~~~~~~50M.Y. (1:4:8) LsvD v ~~~~~~~ ~~~~~~~~~~~~~~~SECTION * AFL FOR UIEH1,,G t PLATEFORM ;z P'v~F OR Title:Oilan Geae eprao ;F IL * F-~~~~~~~~~~~ V~~~~~~~~1~STANDING 7 v SECTIONB-B ~~~~ELEVATION Title: Oil and Grease Separator