Initial Environmental Examination

Document Stage: Draft Project Number: 48434-003 September 2017

IND: Visakhapatnam Chennai lndustrial Corridor Development Program – Naidupeta Economic Zone Subproject - Providing Bulk Water Facility and Summer Storage in Naidupeta lndustrial Cluster

Package Number: VCICDP/APIIC/04

Prepared by Andhra Pradesh Industrial lnfrastructure Corporation Limited, Government of Andhra Pradesh for the Asian Development Bank.

This draft initial environmental examination report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature.

In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. Draft lnitial Environmental Examination

Document Stage: Draft Project Number: 48434 September 2017

IND: Visakhapatnam Chennai lndustrial Corridor Development Program (VCICDP)

Naidupeta Economic Zone Subproject - Providing Bulk Water Facility and Summer Storage in Naidupeta lndustrial Cluster - VCICDP-04

Prepared for Andhra Pradesh Industrial lnfrastructure Corporation Limited This initial environmental examination is prepared based on available data and earlier IEE oI Tranche '1. Some of the standard content included in the IEE prepared for VCICDP -03 Project has been included appropriately in the present IEE

Page 1-1

APIICL ito-.,I iiitYt*"ou E-,Pd TABLE OF CONTENTS CURRENCY EQUIVALENTS (as of 08 March 20'16)...... ,...... 1-5 lntroduction 't.6

1.1

'1.2 1.3 1.4

15

2.1 Relevant Environmental Regulatjons ...... 2-11 2.'1.1 ADB Safeguard Policy/Categories - Environment...... 2-11 2.2 Social Regulations/Policies ...... 2-12 2.2.1 ADB'S Policy on lnvoluntary Resettlement, 1995...... 2-12 2.2.2 ADB Safeguard Policy/Categories - lnvoluntary Resetflement...... 2-12 2.2.3 ADB Safeguard Policy/Categories - lndigenous People...... 2-13 3 Project Description

4 Desc.iption of Environment and Social Conditions 4-22

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Lx; f 5 Anticipated Environmental and Social lmpacts/|ssues."...... '...' ...... """' 5'36 6 Public Consultation and lnformation Disclosure 7 lnstitutional Arrangements and Responsibilities...... "...... 7-44 I lnstitutional Capacity and Development 8-50 9 Environmental Management Plan 9-52 9.'1 lmpact and Mitigation Matrix during Construction Phase. ..'...... """"""""" 9-52 9.2 lmpact and Mitigation Matrix during Operation Phase...... '...... """"" 9-53 9.3 Environmental Monitoring Programme...... " .""""""" 9-53 9.4 Environmental Monitoring . - . """" """ 9-54 10 Resettlement Plan (RP) 10-55 10.1 Land for Summer Storage Tank...... ,.. """' 10-55 10.2 Land for Pumping Main A1ignment...... """"""""""' 10-55 10.3 Land for Construction Woris """ 10-1 10.4 Consultation with Downstream Users..'...... """"""""""""' 10-1

q-+{2Y

Page 1-3 LIST OF FIGURES Figure 3-1. Water Treatment Plan Layout...... 3-2i Figure 4-1: Variations in Temperature ...... 4-24 Figure4-2: Annual Rainfall...... 4-25 Figure 4-3: Variations in Mean Wind Speed ...... 4-25 Figure 4-4: Variations in Relative Humidity...... 4-25 Figure 4-5: Seismic Zoning Map ...... 4-26 Figure 4-6 : Windrose Diagram ...... 4-28 Figure 4-7 Monitoring Locations Map...... 4-29 Figure 4-8: Ambient PM16 Levels ...... 4-31 Figure 4-9: Ambient PM2s Levels...... 4-31 Figure 4-10: Ambient SO2 Levels...... 4-22 Figure 4-1 1: Ambient NOz Levels ...... 4-32 Figure 4-12: Ambient Or Levels...... 4-33 Figure 4-13: Ambient CO levels ...... 133 Figure 4-14: Ambient Day time Noice levels ...... 4-34 Figure 4-15: Ambient Night equivalent noise |eve|s...... 4-34

LIST OF TABLES Table 1-1: Major lndustries in Naidupeta Cluster...... 1-7 Table 1-2: Primary and Secondary lnformation sources...... 1-g Table 2-1 Relevant Environmental Regulations...... 2-j1 Table 3-'1: Summer Storage Tank Details...... :...... 3-19 Table 4-1 Climatological Summary - Nellore Region ...... 4-24 TableL2'. Monitoring Locations...... +29 Table 4-3: Ambient PM10, PM2.5, SO2 and NO2 Monitoring Data...... 4-29 Table *4: Ambient 03 Monitoring Data...... 4-30 Table 4-5: Ambient CO Monitoring Data...... 4-30 Table 4-6: Day and Night Equivalent Noise Leve|s...... 4-34 Table 5-1: Potential lmpacts Screening Matrix...... 5-36 Table 7-1:Tentative PMU Structure...... 7-44 rabieT-2: APllc Environmental safeguard officer Tasks and Responsibilities ...... 1-4s Table 7-3. lnstitutional Roles and Responsibility: Environmental Safeguards ...... 7-41 Table 8-1: Training Program for Environmental Management...... -...... g-50 Table 9-1: Environment Monitoring Plan - Construction phase ...... 9-54 Table 9-2: Environment Monitoring Plan - Operation phase...... 9-S4

f, aeridlta., tiiaYawada

Page 1-4 CURRENCY EQUIVALENTS (as of 08 March 2016)

Currency unit - lndian rupee (Rs) Rs1.00 = $0.0149 $1.00 1NR66.9940 ABBREVIATlONS

ADB Asian Development Bank APIIC Andhra Pradesh lndustrial and lnfraslructure Corporation Limited

BGL Below Ground Level BOD Biological Orygen Demand BIS Bureau of lndian Standard CPCB Central Pollution Control Board DO Dissolved Oxygen DoE Department of Environment PMC Project Management Consultant EA Executing Agency EIA Environmental lmpact Assessment EMP Environmenial Management Plan EMoP Environinental Monitoring Plan ESO Environmental and Safety Officer GoAP Government of Andhra Pradesh Gol Govemment of lndia IEE lnitial Environmental Examination IMD lndian Meteorological Department IS lndian Standard MFF Multi Tranche Financial FacilitY MoEF Ministry of Environment and Forests MSL Mean Sea Level MW Mega Watt NGO Non - Government Organization NOx Oxides of Nitrogen APIIC Proiect lmplementation U nit RF Reserve Forest ROW Right of Way PMSC Project Management and Supervision Consultant SPCB State Pollution Control Board SPM Suspended Particulate Matter so2 Sulphur Dioxide SSI Small Scale lndustries

NOTES

(i) ln this report, "$" refers to US dollars. (ii) "lNR" and "Rs" refer to lndian rupees

tilaYawada L+vAP;[iid., Page l-5 1 lntroduction

1.1 Preamble

Andhra Pradesh lndustrial lnfrastructure Corporation Limited (APllC) a wholly owned undertaking of Government of Andhra Pradesh (GoAP) has a mandate to develop industrial areas across the state. APIIC has developed around 300 lndustrial Parks spread over an extent of 121,655 acres and in addition it has also developed sector specific industrial parks and special economic zones at strategic locations across the state. The proposed project is providing bulk water and summer storage in Naidupeta lndustrial Cluster

Naidupeta Cluster Overview: APIIC developed the Naidupeta Cluster comprising of a Multiproduct SEZ (2,549 acres), Naidupeta lndustrial Park (1,244 acres) and Attivaram lndustrial park (406 acres). Naidupeta Cluster comes under the proposed Vizag - Chennai lndustrial Corridor (VCIC) within the yerpedu - Srikalahasti Node.

Figure 1: Map location of lndustrial Clusters and Nodes of Visakhapatnam Chennai lndustrial Corridor (VCIC)

ln view of the proposed VCIC and the envisaged developments, the demand for industrial land especially from engineering, pharma, textile sectors is expected to increase and in order to cope up with the developments; APIIC is planning to upgrade the infrastructure in these lndustrial clusters as per market needs. Naidupeta cluster is located 8 km west of Naidupeta town in Nellore district of Andhra Pradesh. The cluster comprises of the following estates.

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APIIC Ltd., Vijayawada L try \'/ Name of the Estate Extent (in Acres) Multiproduct SEZ 2,549 Naidupeta lndustrial Park 1.244 406 Attivaram I ndustrial Park Table 1-1 : Major lndustries in Naidupeta Cluster (in Extent Remarks S. No Name of the lndustrY Type of lndustrY acres) Multiproduct SEZ (MPSEZ) 210 ln operation 1 M/s Greentech Manufacture of automobiles lndustries components, automobile engines & machinery ln operation 2 M/s Prime Electricals Manufacture and exPort of Power 100 Pvt. Ltd. transformers ln operation J M/s Hemair Systems Clean room technology equipment and 25 lndia Ltd. HVAC equipment and other accessories Commissioned 4 M/s Aurobindo Pharma Pharmaceuticals and Formulations 32 Ltd. lP Naiduepta 200 ln operation 1 Hindustan National Manufacture of Container Glass Glass and lndustries 60 ln operation 2 SKI Carbon Black Manufacture of carbon black and (lndia) Pvt Limited oower (bvoroduct) 54 ln operation 3 Loyala Textiles Limited Manufacture of Yarn and Fabric 5 ln operation 4 BASF lndia Pvt Limited Manufacture of Additive Mixtures 50 Yet to 5 Chemsynth Manufacture of Bulk drugs commence Laboratories construction

lP Attivaram MS Billets and 100 ln operation 1 DRA lndustries Manufacture of Construction Steql- 20 In operation 2 Nithva Steels and AlloYs Steel Melting and Steel R!l!!g components The proposed bulk water supply system shall include the following

main - 600mm Dl Class K7 House - 12x10m RCC structure Tank - 1000 ML House - 12x1]m RCC structure main - 600mm Dl Class K7 Water Treatment Plant - 10MLD

House - 12x10m RCC slqclqq

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APIIC Ltd., vliayawada \A,V 1.2 Purpose and objective of the study

The initial environmental assessment study is carried out as a part of the DpR preparation to meet the ADB requirements. The present IEE has been prepared based on the earlier EIA reports, available primary and secondary data prepared for Naidupeta lndustrial cluster. The bulk water and summer storage is one of the packages in the ApllC Infrastructure development subprojects under the Tranche 2 of VCICOP prior to initiation of civil works. lt has been categorized as Category'B'and hence an initial environmental examination (lEE) has been conducled. The IEE report covers the general environmental profile of the study area and includes an overview of the potential environmental impacts and their magnitude on physical, ecological, economic, and social and cultural resources within the proiect's influence area during design, construction, and operation stages. The report also includes an EMp that includes the mitigation measures that are required to be followed during the construction and operation phase of the project followed by environment monitoring program along with details of entities that are responsible for implementing the mitigation measures and environmental monitoring

1.3 Extent of the IEE study

This IEE report has been prepared on the basis of DpR, field investigations and surveys, stakeholder consultations and meetings to meet the requirements for environmental assessment process and documentation as per ADB'S Safeguard policy Statement (SpS, 2009). The extent of the IEE was decided considering all likely impacts and risks analysed in the context of the project's area of influence encompassing: (i) The primary project site(s) and related facilities like site clearance, laying of pipeline, construction of summer storage tank. (ii) Associated facilities projecl viz. management and handling, disposal of debris, construction camp etc. (iii) areas and communities potentially affected by cumulative impacts, and (iv) potential impact from unplanned but predictable developments caused by the project that may occur at later stage or at a different location.

1.4 IEE Methodology

IEE commenced with site visit and review of the technical details in the DpR and preceding environmental assessment reports conducted for the project sites. This was followed by a reconnaissance site visit discussion with the lrrigation department, Roads and Buildings department. This helped identify environmental attributes which may get altered due to the project and incorporate additional information to the baseline environmental scenario/environmental setting of the project to meet lhe ADB safeguard requirements. Further steps followed for IEE has been concisely described in following paragraphs.

1.4.1 Primary Data Collection

lnventory of all environmental features viz. terrain, geologically unstable areas, waterways/water bodies, road side vegetation, sensitive receptors, common property resources, utilities, flooding/water logging, and industries was conducted for the project sites. Since the proposed pro.iect sile (summer storage tank) is located within MpSEZ and

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t llPllc Ltd., viiavawada the pumping main is located within RoW of the Roads and Buildings department, it does not impact forest area and hence no bio-diversity study was undertaken.

1.4.2 Secondary Data Collection

Secondary data was collected from published reports, survey of lndia Toposheet of the project influence area. The information on ambient air quality, soil quality, background noise level, surface and groundwater quality, was gathered from the earlier EIA reports prepared for Naidupeta cluster.

1.4.3 Public Consultation

Besides consultations with the government agencies, consultations with local people/beneficiary population were held habitations in the project area to collect baseline information to better understand of potential impacts and appreciate the perspectives/concerns of the stakeholders. Public hearing process has already been conducted for the Naidupeta lndustrial Estate as a part of the EIA approval process and the lnformation gathered from this were integrated in project design and formulating of the EMP. lnformation collected from both primary and secondary sources has been summarized in Table below Table 1-2: Primary and Secondary Information sources

Information Sources proposec Technical details of ProPosed Site visits to Naidupeta industrial estate and components under the Pac[qge component locations. DPR Climatic condition lndian Meteorological Department Websites

Geology, Seismicity, Soil and State of Environment Report, Pollution Control Board, DPR anc Toooqraphv Primarv Survevs Land Use/ Land Cover State of the Environment Report, Satellite lmagery based land use analysis

Drainaqe Pattern Gooole lmaqe, Detail Prolect Report and onsite observations ForesWeqetation Forest Range Offices/StAte Forest Department, Andhra Pradesi

Archaeological /Cultural Archaeological SurveY of lndia Herltaqe sites Air quality Noise, Soil and Water Earlier EIA Reports lnformation Sources

Socio-economic environment Different Govt. agencies/civic bodies, official websites maintained by state govt., census of lndla 2011, and public Consultation during the Field survey

1.4.4 Assessment of Potential lmpacts potential significant impacts were identified on the basis of: analytical review of baseline data; revieil of environmental conditions at site; analytical review of the underlying socioeconomic conditions with the project influence area.

Page'l-9 1.4.5 Preparation of the Environment Management Plan

An EMP for the project was prepared to specify the steps required to ensure that the necessary measures will be taken. The EMP includes the monitoring plan giving details of the resources budgeted and the implementation arrangements.

1.5 Structure of the report An introduction section has been included to have a general overview of the project. Executive Summary describing critical facts, significant findings, and recommended actions has been presented in the beginning of the report. The report has been compited and presented as follows.

Chapter 1 lntroduction

Chapter 2 Policy, Legal and Administrative Framework

Chapter 3 Project Description

Chapter 4 Description of Environmental and Social Conditions

Chapter 5 Anticipated lmpacts and Mitigation Measures

Chapter 6 Public Consultation and lnformation disclosure

Chapter 7 lnstitutional Arrangements and Responsibilities

Chapter 8 lnstitutional Capacity and Development

Chapter 9 Environmental Management Plan

Chapter 10 Resettlement Plan

APIIC Ltd., ViiaYawada (o k- Page 1-'10 2 Policy Legal and Administrative Framework

2.1 Relevant Environmental Regulations

The most important environmental regulations retevanl to the project are listed in Table 2-1.

Table 2-1 Relevant Environmental Regulations

Relevant Gol Policies & Regulations Year Objective '1986 Environmental (Protection) Act To protect and improve overall environment Environmental lmpacl Assessment Re-engineered EIA Notification for Environmental 2006 Notillcation (as amended) protection and Sustainable Development according Air (Prevention and Control of Pollution) To control air pollution by controlling emissions 1981 Act to prescribed standards (Regulation and 2000 & Noise Pollution Noise pollution regulation and controls Control) (Amendment) Rules 2010 (Prevention and Conkol ot To control water pollution by controlling discharge of Water 1974 prescribed Pollution) Acl water pollutants as per the standards

2005 & SEZ Act and SEZ Rules (As amended) Development of Multi-Product SEZ 2006

TheproPosedsEzlPsanditsfacilitiesattracttheEnvironmentlmpactAssessment(ElA) ttotification, 2006 (as amended). The proposed development project falls under Project Activity 7 (c) "[lndustrial Estates/ Parks/ Complexes/ Areas, ExPort Processing Zones 2006 (as leeZsl, SeZs, Biotech Parks and Leather Complexesl' of the EIA Notification' amended).

2.1.1 ADB Safeguard Policy/Categories - Environment As per the ADB safeguards policy proposed projects are screened according to type' location,scale,andSensitivityandthemagnitudeoftheirpotentialenvironmentalimpacts' projects are including direct, indirect, induced, and cumulative impacts' Based on this' the classified into the following four categories: Category A: A proposed project is likely to have significant adverse environmental impacts that are irreversible, diverse, or unprecedented. These impacts may affect an area larger thanthesitesorfacilitiessubjecttophysicalworks.Anenvironmentalimpactassessment (ElA), including an environmental management plan (EMP), is required' Category B: The proposed proiect's potential adverse environmental impacts are site .p""iii", i"* if any of them are irreversible, and in most cases mitigation measures can be designedmorereadilythanforcategoryAprojects.Aninitialenvironmentalexamination (lEE), including an EMP, is required. Category C: A proposed project is likely to have minimal or no adverse environmental impacts..AnElAorlEEisnotrequired,althoughenvironmentalimplicationsneedtobe reviewed. Category Fl: A proposed proiect involves the investment of ADB funds to or through a finaoiiatint.r1n-eiiary. The linancial intermediary must apPly and maintain an environmental

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APIiC Ltd., ViiaYawada and social management system, unless all of the financial intermediary's business activities have minimal or no environmental impacts or risks.

2.2 Social Regulations/Policies

2.2.1 ADB'S Policy on lnvoluntary Resettlement, 1995

The three important elements of ADB'S involuntary resettlement policy are (i) compensation to replace lost assets, livelihood, and income; (ii) assistance for relocation, including provision of relocation sites with appropriate facilities and services; and (iii) assistance for rehabilitation to achieve at least the same level of well-being with the project as without it. For any ADB operation requiring involuntary resettlement, reseillement planning is an integral part of project design, to be dealt with from the earliest stages of the project cycle, taking into account the following basic principles: . lnvoluntary resetllement will be avoided whenever feasible. . Where population displacemenl is unavoidable, it should be minimized. o All lost assets acquired or affected will be compensated. Compensation is based on the principle of replacement cost. . Each involuntary resettlement is conceived and executed as part of a development project or program. Affected Persons (Aps) need to be provided with sufficient resources to re-establish their livelihoods and homes with time-bound action in co-ordination wilh civilworks. . APs are to be fully informed and closely consulted. . APs are to be assisted to integrate economically and socially into host communities so that adverse impacts on the host communities are minimized and social harmony is promoted. . The absence of a formal title to land is not a bar to ADB policy enti ements. ' APs are to be identified and recorded as early as possible to establish their eligibility, through a census which serves as a cut-off date, and prevenls subsequent influx of encroachers. . Particular attention will be paid to vulnerable groups including lhose without legal tifle to land or other assets; households headed by women; the elderly or disabled; and indigenous groups. Assistance must be provided to help them improve their socio- economic stalus . The full resettlement costs will be included in the presentation of project costs and benefits.

2.2.2 ADB Safeguard Policy/Categories - lnvoluntary Resettlement The involuntary resettlement impacts of an ADB supported project are considered significant .lO% if 200 or more persons will be physically displaced from home or lose or more of their productive or income generaling assets.

For those involving involuntary resettlement, a reseftlement plan is prepared that is commensurate with the extent and degree of the impacts: the scope of physical and economic displacement and the vulnerability of the affected persons. Based on this, the projects are classified into the following four categories: Category A: A proposed project is likely to have significant involuntary resetflement impacts. A resettlernent plan, which includes assessment of social impacts, is required. ,t,

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neer- 1 \12'-APIIC Ltd., Vijayawada Category B: A proposed project includes involuntary resettlement impacts that are not deemed significant. A resettlement plan, which includes assessment of social impacts, is required. Category C: A proposed project has no involuntary resettlement impacts. No further action is required. Category FI: A proposed project involves the investment of ADB funds to or through a financial intermediary. The financial intermediary must apply and maintain an environmental and social management system, unless all of the financial intermediary's business activities are unlikely to generate involuntary impacts.

2.2.3 ADB Safeguard Policy/Categories - lndigenous People The impacts of an ADB supported project on indigenous peoples is determined by assessing . The magnitude of impact in terms of o customary rights of use and access to land and natural resources o socioeconomic status o cultural and communal integritY o health, education, livelihood, and social security status, and o The recognition of indigenous knowledge; and . The level of vulnerability of the affected lndigenous Peoples community' Projects are classified into the following four categories: Gategory A: A proposed project is likely to have significant impacts on indigenous peoples. An indigenous peoples plan (lPP), including assessment of social impacts, is required' Category B: A proposed project is likely to have limited impacts on indigenous peoples. An lPP, including assessment of social impacts, is required. Category C: A proposed project is not expected to have impacts on indigenous peoples' No further action is required. category Fl. A proposed project involves the investment of ADB funds to or through a financial intermediary. The financial intermediary must apply and maintain an environmental and social management system, unless all of the financial intermediary's business activities unlikely to have impacts on indigenous peoples.

,rnggr- 3 Project Description

The bulk water system proposed for Naidupeta cluster include the following components a) lntake works b) Pumping Main c) Summer Storage Tank d) Water Treatment Plant e) Transmission Main

A schematic representation of the scheme is given below mfirrm cwm !.

.::.:t {!u*lt Y

3.1 Water Source

The bulk water for the Naidupeta cluster will be sourced from Kandaleru poondi Canal, also known as Satya Sai Ganga Cana, is developed under Telugu Ganga Project. The intake location is identified near Utlapallivillage, which 20km west of Naidupeta Cluster . Earlier in year 2007 , the department of industries had made a representation to Government of Andhra Pradesh to allocate 1.75 TMC water for meeting the industrial demands in Chittoor and Nellore districts. As per the policy of Government of Andhra Pradesh, 10% of water in each reservoir is allocated for industrial purpose. Therefore considering the policy as well as the water availability in Kandaleru Reservoir, Government of Andhra pradesh has issued an allocation of 1 TI\IC water on proportionate acreage basis under industrial use to meet the industrial demands in Nellore and Chittoor districts. A copy of the Government order is included as Annexure 1.

The totalwater demand estimated to Naidupeta cluster is 21 MLD (0.27 TMC) and therefore APIIC has proposed to draw water from Kandaleru reservoir and accordingly identified the intake location near Utlapalli village, 20km west of Naidupeta cluster. Further ApllC submitted a request to Water Resources department, Government of Andhra Pradesh to release lhe 0.27 TMC water from the KP canal near Utlapalli. The water resources department considered the request of APIIC and issued Government Order for release of water. A copy of the order is included as Annexure 2. TG Canal Water

The raw water characteristics of KP canal are given below (source EIA Report of lp Attivaram prepared by Hubert Envirocare systems private limited in April 2016).

Page 3-'14

I Ltd', Vijavawada ( dPgC S. Raw Water No. Parameter(s) from Canal 8.27 6.5 8.5 I pH - 2 Turbidity 7 5 max <125 J Total Hardness(TH),as CaCo3 mg/l 125 4 Chemical Oxygen Demand, mg/l 5 B'ro-chemical Oxygen Demand, (3d,270c)mg/l NIL NIL < 6 Fluorides as F-, mg/l 0.027 0.027 Nil I Total Coliform, MPN/100m1 NIL 8 Fecal coliform , MPN/100m1 NIL NIL

It is inferred that all the parameters for surface water samples are within the limits specified of Class B, Outdoor bathing (organized), as per Guidelines for Water Quality Management - cPcB 2008.

3.1.1 Hydrological AsPectsl Telugu Ganga Project is an interstate project commenced in 1983 to meet the irrigation needl in Kurnool, Cuddapah, and Chittoor Districts of Andhra Pradesh as well as the the drinking water needs of Chennai City ( 15 TMC) . The project is conceptualised to utilise the flood flows from Krishna River and Pennar River The total irrigation command area under project is 5.75 lakh acres. The three Krishna basin states, Maharashtra, Karnataka including Andhra pradesh have contributed 5 TMC each to meet the drinking water needs of Chennai City. A Schematic Representation of the project is given below'

-t.gde t'l &'} d: vi"rsi-r' '(r i;i t* r*i{ rd tlk#

-* ,/; ri*barc* 3rl8*t''wri t ll; a f -) s:&r,,

ia! Fir :.t lr:

:3T$a3 I jlr ila') ]!tr!l i r:1a irru:rkti+t.EEldei:1"

:i.t*'i-- |"---t'*oo r*"fr, "i f&iklsi

liriiLnr mlf{ sryly T*,88t Gk3t S{!rM ae prtgc*d * ! 983

t and Source of lnformation : Water Resources Departmenl, Govemment of Andhra Pradesh Technical Note prepared by Professor B S Thandaveswara

Page 3-15

t iiaYawed e * AP;C' itd", As stated above, the water for the Full Reservoir Naidupeta cluster will be drawn from the Kandaleru-Poondi canal which is 68.03 originating from the Kandaleru Reservoir. Minimum Draw Down 209.98 The hydrological details of Kandaleru Level(MDDL) Capacity At MDDL 8.42 Reservoir are given for reference. The Dead Storage Level(DSL) 196.86 Kandaleru - Poondi canal (KP Canal), Dead Storage Level At starts at Head Regulator (R/S) of Capacity ( TMC) Kandaleru Reservoir and ends into Poondi Reservoir in Tamilnadu State with 'l to 9 Branch Canals. This main canal is intended to carry 15.00 TMC drinking water to Chennai City and to lrrigate about 3.00 Lakh acres under 1 to 9 Branch canal taking off from this canal in sPSR Nellore and chittoor Districts. The total length of the canal is 152 km out of which 120 Km downstream of the Kandaleru reservoir till the state borders is meant for Agricultural and Drinking water purpose and thereafter the section in Tamil Nadu is only for drinking water purpose only. The discharge at the Kandaleru reservoir is 113.267 cu.m/ sec whereas the discharge at the zero point (state border is28.32 cu.m/sec.The entire canal is lined with concrete and hence no seepage.

The capacity of the reservoir during the last two years is given below. Perusal of the data it is evident that the dead storage level is noticed between July to October.

itK{r. nw I rletrtrro f.iPa(iffJ (iAfti trl r Gl tHt

;h>-* *.6.ifrctu..^ s:r*m.r*1b;g-***_ t*hh** t).\ !0t ! tt{ t!. lrd *1q-:.1' {,295 t.

I -'r1 ! ;,|i ln addition the status of water availability for the last two years from the Kandaleru reservoir is included as Annexure 3. Since the reservoir is dependent on the flood flows from Krishna River and Penna River, the water is available only in two spelts each having duration of 4 months considering the storage levels in the reservoir. Therefore to ensure the year round availability of water to the users in the Naidupeta Cluster, a Summer Storage Tank of 75 days capacity is propose as part of the project.

Page 3-16

APIIC Ltd., Vijayawada

The intake works are proposed near Utlapalli, 19 km west of Naidupeta Cluster. The location has been finalised in consultation with Department of irrigation. The Department of lrrigation provided the approval for drawing water from Telugu Ganga Canal near Utlapalli ( Ref Annexure 2) ii .Proposed structures at lntake location

I&CAD officials shall be providing the off take structure at an identified location with an agreement between I&CAD and APllC. Further, the raw water from canal through off take structure shall be taken care by APllC. Accordingly, lt is proposed to lay a gravity pipe of 700mm Dia. Dl Class K7 pipe, from off take structure to proposed new sump of 1000KL capacity (30min. retention time), there by the water is proposed to be pumped to proposed summer storage tank location as identified within the Naidupeta cluster.

3.1.3 Pumping Main Based on the water demand, it is proposed to have 700mm diameter Dl Pipe pumping main' i. Pumping Main Alignment The pumping main is aligned along the Venkatagiri- Naidupeta Road. lt is proposed to lay the line along the RoW of the Venkatagiri - Naidupeta Road. APIIC has submitted a request to the Roads and Buildings Department to according permission for using the RoW' Various valves such as sluice valve, drain valve, PRV, air valve, and thrust blocks will be provided of based on the routing of the pipe alignment, elevations and based on analysis of L-section pumping main. t. ..\

\**Jl\/ --- r rr ,'J!,i:q '- FtYn"*:Y

&lMESI .:.4'rreX mt"qpsllr '' ilro hl I

rg€tlrtal t ' tlrnd drr Ow'u I #!.,ld{t r r i! l:., :

L6EaEEt-'l I - --'---- '-lELrlaU cltlrtA,:

Page 3-17

\ lgl ;.tl l;\n I ll.;t -.1

ll. Pipe Material

The pipe material for the proposed pumping main is Dl- Class Kg. Material for pumping mains is chosen based on techno economic considerations such as hydraulic smoothness, strength, resistance to corrosion etc. As per the techno-economic analysis, it was observed that Dl pipe is the best option for rising mains.

3.1.4 Summer Storage Tank

The water from the Telugu Ganga canal is available in two spells, i.e. 4 months in each spell. Therefore to meet the demand during the canal closure period, it is proposed to have a summer storage tank to ensure a continuous water supply during the canal ctosure period. APIIC has earmarked around 100 acres of land for developing the Summer Storage Tank. Since there are proposal by APIIC to promote the use of treated waste water and therefore the ultimate water demand will be 10 Mld. Keep the above objective in view, ApllC is proposing a 10 Mld Summer storage tank.

Gross water demand 1O MLD Storage period required for SS Tank 75 Days Based on the site boundary the. total area required is worked to be approximately 60 acres. The Layout of the SST is given below

Page 3-18

a tt. APIIC Ltd., Vijayawada 64y '- q:

The design criteria of the SST is given below Table 3-1 : Summer Storage Tank Details

S. No. Description Design Criteria

1. Tvoe of SST Homoqeneous Embankment tYPe 2. Total demand To be designed for immediate water requirement to

3. Storaqe period 4. TBL 47.5m 5. FRL 45.5m 6. Total heiqht of bund 10.3m from TBL 7. Evaooration losses in SST 33% of the total demand

Page 3-'19

APia utd., Viiayawade \rr)/ assumed 8. lnner slope of embankment 1.2 9. Outer slope of embankment 1'.25 10. Walkway width assumed on 4.5m embankment 11 Type of pumps for lifting the Vertical turbine pumps water from SST 12. Width of approach bridge to 2m lnlet pump house Stability analysis

Stability analysis has been carried out by Slip circle method as this the most accurate method and also recommended by lS: 7894-1975. The analysis is appended in separate sheets. The stability for D/S is checked for steady seepage condition with water at FRL and U/S is checked for sudden draw down condition when there is rapid draw down on U/S side. Both the conditions are checked under earth quake also. lnternal drainage system

The earth dam is provided with 1000mm thick inclined sand filter and 1000mm thick Horizontal sand blanket to collect and to dissipate the pore water pressure in the embankment. 1000mm thick horizontal blanket & vertical sand filter is proposed for the hydraulic head is less than 10m height Rock Toe

This is provided on the D/S to collect seepage from horizontal blanket to the toe drain. The max height of rock toe is 20% of h, where h is the hydraulic head of the dam. Toe drain

Toe Drains are proposed to collect water from the internal filers. Guard stones

Guard stones on D/S are proposed at 3.00 m c/c interval for entire length of the dam Foundation seepage control

The seepage through foundation is controlled by providing positive cut-off back filling with impervious soils. The actual method shall finalize after cut open of the foundations in consultation with Geologist.

3.1.5 Water Treatment Plant

The raw water shall be transported from Main canal near Utlapalli Village which at about 19km from the project area. A water treatment plant is proposed to meet the acceptable ,,water standards of potable water as prescribed by cpHEEo manual on supply and Treatment". Further, it is also proposed to construct the WTP in two modules of 10MLD each considering the phase wise growth of Naidupeta lndustrial Cluster.

Water treatment plant layout is shown in the figure below

Page 3-20

, \/!r1..'-..rrr{! : {-*> n l.INLET CHAMBER :.5 X 1.5 2.CASCADE AERAION 4.4 m 0lA TOP ANO BOTTOM 5.4M DIA sTRAYS S.FLASH MIXER 1.7 m DIA 4.FLOCCULATOR I m DIA ANO CLARIFIER Dl, s.FILTERTION UNIT 5.4 X 4,2 4NO,S 6.CLEAR VIATER SUMP 5 m DIA T.CHEMTCAL ROOM 10 X lO S.CLORINATIONUNIT4X4 g.PUUPHCTJSESX5 lo.ofrrcE 10 x l0 II.WATCHMANROOM6X5 Figure 3-1: Water Treatment Plan Layout WTP Sludge DisPosal mechanism The sources of sludge in WTP are precipitate removed from a sedimentation basin, settling tank, or clarifier and backwash water sludge. About 0.15 lo O.2Oo/o of sludge is envisaged from the Water Treatment Plant. The unit operations in sludge disposal are sludge conditioning, thickening, dewatering and ultimate disposal. The major concern in backwash/ sludge is presence of aluminum or iron salts with a mixture of organic and inorganic materials and hydroxide precipitates. For alum sludge having more than 25% of solids requires an effective land filling and alum sludge having less than 25o/o of solids can be directly used in crop land, marginal land, forests land etc. ln view of the observations, the proposed WTP is envisaged that it generates only less than 25 % solids in the WTP; hence, the same can be used for landfilt applications. The operation and maintenance of the WTP will be through a private agency selected through competitive bidding process.

3.1.6 Transmission Main

Transmission mains are proposed from the clear water pump house to the GLSR located in MpSEZ and Elevate Storage Reservoirs proposed in lP Naidupeta and lP Attivaram. The scope of work involves development of bulk water system from Telugu Ganga Canal project near Utlapalli to Naidupeta Cluster. lt also includes construction of a summer storage tank. None of the project components does not fall under environmentally sensitive sites and can be considered as Category B project .Further no downstream users shall be affected as the allocation is made after considering the downstream requirements by Government of Andhra Pradesh.

Page 3-21

lPrid-Lto., V iiaYawada L tg{ 4 Description of Environment and Social Conditions

4,1 Environmental

The proposed Naidupeta Cluster comprises of the Naidupeta MPSEZ, lP-Naidupeta and lp- Attivaram. Environmental Clearance (EC) is being applied individually for each component of the cluster. The process for oblaining Environmenlal clearance for MPSEZ, lp Naidupeta and lP Attivaram has been completed and Environmental clearance has been issued by Ministry of Environment and Forest (MoEF) .Public hearing / consultations have been carried out as a part of the Environmental.

4.2 Social

The area identified for the proposed summer storage tank is coming within MpSEZ and the entire land is in possession of APllC. The land is devoid of any setflements and as such there will be no Land Acquisition and Resettlement or Rehabilitation

Further for constructing the intake works, government land (irrigation department) has been identified and APIIC has been given advance possession. Whereas the proposed pumping main from the lntake works to the summer storage tank will be laid in the available RoW of Venkatagiri - Naidupeta Stage highway. APIIC has submitted a request to Roads and Buildings department to according permission for laying the pipeline. A copy of the above communications is included under Annexure 3.

4.3 Project lnfluence Area (PlA)/Project Study Area

Nellore district is considered as the project lnfluenced Area (plA) District /General study Area. As a primary requirement of the environmental and social screening process, the Core StudyArea (CSA) will be intake works area, pumping main alignment and MPSEZ area

4.3.1 DistrictProfile2

Nellore is the southernmost district of Andhra pradesh bordering Tamil Nadu. lt lies between 13014'and 15007'N Latitudes and 7OoO5,and BOo05, E Longitides. The district is bounded on the east by the Bay of Bengal, on the south by the Tamil Nadu state and par y the chittoor diskict and on the west by veligonda Hill range which separates it from cuddapa District and on the north by Prakasam Oistrict. The eastern portions of the district are fairly fertile and prosperous. The western portion comprises wide stretches of wasteland containing lesser number of villages. The sandy coastal belt extends for 5 to 6 km interior from sea. There are numerous backwaters along the coast and the best known among them is the pulicat Lake. Towards the extreme southeast is the island of Sriharikota, a rocket launching station of lndian Space Research Organisation, which is a low sandy track lying between pulicat Lake and the sea.

2 District Planning Map series for Nellore District prepared by the National AUas and rhematic Mapping Organisation, Department of Science and Technology, Government of lndia, is referenced for preparing the sections of District profile, Relief and Slope, Geological profile, Hydrogeology, Soils and Land Use/Land Cover.

Page 4-22 Agriculture is the main occupation in the district. About 70 percent of the work force is dependent upon agriculture either as a farmer or as agriculture labour. Nellore is also famous for quality rice and aquaculture. The district is called the "shrimp capital of lndia" due to its high production of cultured shrimp.

4.3.2 Relief and Slope The diskict is generally flat with low elevation and is a part of the carnatic plain. lt generally rises from the Bay of Bengal to veligonda hills which runs in northwest direction from south of Venkatagiri. The Mean Sea Level varies from 32 to 52 m.

4.3.3 Geological Profile A major portion of the diskict is underlain by Dharwar super Group. Peninsular Gneissic complex and older Metamorphic of Archaean Age consisting of granite gneisses, schists intruded by basic dykes and pegmatite reefs. The Baironkonda QuarEites, cumbum shales of Nallamalai series of upper cuddapah Group occur in western margins of the district. veligonda hills have been subjected to strong compressional forces. Laterite capping of sub- recent age are seen over the crystallines in Kavali, Naidupeta and Sullurupet areas'

4.3.4 Hydrogeology Hydro-geologically, the rock types occurring in the district are classified as consolidated' semi-consolidatea and unconsolidated formations. Ground water occurs in almosl all the formations and potentially depends on nature of geological formation, structure, topography' rainfall etc. The yields of wells depend on the recharge conditions and will reduce drastically in drought situations.

4.3.5 Soils The soils of the district are classified as black, red and sandy. The soils range from somewhat excessively drained to moderately drained. The red soil is predominant with 40olo of the area in the district whereas a belt of sand runs along the sea coast. The black cotton soil and sandy looms occupy 2370 and 34% of the area respectively'

4.3.5 Land Use/Land Cover The general land use and cropping pattern shows that out of the total geographical area' q3.4io/o alone is arable Iand whereas 18.77o of the area is covered by forests. The rest is barren and uncultivable land. The net sown area is 25.750/o while cultivable wasteland and fallow tand constitute '17.67%. Nearly 35% of the area is irrigated by canal, tank, tube well and lift irrigation. lmportant crops grown in the district are paddy, baira, sugarcane' groundnut, 1ruit, vegetable, chilly, cotton and tobacco sunflower is gradually gaining importance and is preferred by most farmers

4.3.7 Regional Meteorology The nearest lndian Meteorological Department (lMD) station is Nellore. The climatological data lor Nellore published by the lMD, based on daily observations at 08:30 and 17:30 hour IST for a 30 year period (1970-2ooo), is presented in Table +1. The monthly variations of the relevant meteorological parameters are reproduced in the table.

Page 4-23

l,f ) Table 4-1 Climatological Summary - Nellore Region Predominant Relative Station Level Mean Temp (oC) Rainfall (mm) Wind Directions Humidi$ (%) Pressure hPa Wind Month (From) Speed Daily Daily No. of Total 08:30 17:30 08:30 1 7:30 (kmlh) 08:30 17:30 Max- Min davs Jan 29.9 20.3 9.7 0.9 86 65 1013.3 1010.1 5.0 NW NE Feb 32.4 21.8 1.7 0.2 82 62 '101 1.6 1008.3 6.3 SE SE '1.5 Mar 35.0 23.4 0.2 77 ol 1009.8 1006.2 /.0 SE SE Apr 37.9 26.1 11.0 0.4 71 63 1007.1 1003.2 9.0 SE SE Mav 39.8 28.1 30.1 1.3 63 55 1003.9 1000.2 9.2 SE Jun 38.1 28.3 31.1 J.b 63 51 1002.4 998.6 10.1 W

Jul 35.9 26.9 75.4 6.0 70 56 1 003.1 999.5 9.4 W Aua 35.1 26.7 85.2 6.4 70 56 1003.8 1000.2 9.5 W sep 35.2 t6.J 91.6 5.6 74 63 1005.7 1001 .9 7.5 W Oct 25.0 265.9 8.9 82 72 1008.2 't005.0 5.6 NW NE

Nov 29.9 23.0 316.6 9.1 85 75 1010.7 1 007.9 5.8 NW NE Dec 28.9 21.2 102.5 4.0 87 71 1013.3 101 0.3 5.8 NW NE

The Climatalogical data for temperature, rainfall, relative humidity and mean wind speed are presented in Figure 4-l to Figure 44.

r Month Oaily Max. I Month Daily Min. 45 40

^35gJoU o 6325 ILbz0 815 *10(u

5 0 Jan Feb Mar Apr May Jun Jul Aug Sep Orl Nov Dec Monthr

Figure 4-1 : Variations in Temperature

Hottest month is May and average daily temperature is 39'. Temperature gradually increases from January; with onset of the southwest monsoon the temperature gradually decreases.

Page 4-24

ChiefEngineer-L ' " APIIC Ltd., Vijayawada Q rP"- n Rainfall (mm) 350 300 250 aE 5 zoo rso {o c 100 50 0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Months

Figure 4-2: Annual Rainfall The district lies in an area of precarious and uncertain rainfall. As such, the climate of the district is generally dry and salubrious. The average normal rainfall is 1,000 mm. Both the southwest and northeast monsoons contribute lo the rainfall in the district. The rain from former monsoon is received between June and September. The principal rainfall is received during the latter monsoon that is between October and December

I Mean wind spe{--d 12

10

a

Eb I 4

l

0 Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dt'c Months

Figure 4-3: Variations in Mean Wind Speed

I Relative Humidity 8:30 il Relative Humidity 17:30 100

;s 80

'o.: 6 60 5E T o 40 .: 3 C' ln e,

0 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Figure 44: Variations in Relative Humidity 4.3.8 Seismic ZoneCharacteristics

As per the lS:1893 (Part 1) 2002 ot Bureau of lndian Standards (BlS), the project location/study area falls in Zone lll, which is categorised as a moderate risk zone. The seismic zoning map of Andhra region is shown in Figure 4-5. ., ...,',. .,'-:. i:]'.: , ,',, r.'r ;: "i

TT"6A f,If ,/1J Y^ ' {44 a\,

rra tsarr4

*;{ * .-*..* {i :* 3! .{! t _^ 7* ETEEffitrf;Etr

ll l--*o,,,,u* LsG-F"liD '.:r-L"'rt f---lzoNE il 4 ill]]zonE ttt ,f A fr,{A TA f ,{ # Saab ii lfi

Soqrce: Gsohgicd Srl rry df lndi6l

Figure 4-5: Seismic Zoning Map

4.3.9 Cyclone

The coastal areas face the problem of cyclones almost every year. Near about 108 villages fall under the cyclone prone area, of which 65 villages are under marooned area and 43 villages are under inundation. According to government sources, there are 175 cyclone shelters established in Nellore District.

4.3.1 0 Reserved Forests

From discussions with the officials from Forest Block Office, Naidupeta, we understand that the Naidupeta Cluster abuts the Attivaram and Sangavaram Reserve Forests having Reserve Forest Block # 154 and 152 respectively. As per the information from Forest Department officials, these forest are territorial in nature and do not have any endangered species or animals of concern. Further the lndustrial cluster is away from the RF block.

Page 4-26

WChief Engineer-l '-z- APIIC Ltd., Vijayawada t Q-rI, r-- 4.4 Socio-economic Profile of Naidupeta Cluster

4.4.1 DemographicProfile

Naidupeta Cluster falls under three mandals i.e., Naidupeta, Pellakur and Ojili Mandals comprising six (6) villages. As per Census 2011, the villages comprises of total population of 7,234 persons with '1,967 number of households. Total male population is 3,655 persons and female population is 3,579. This reveals that female population is less than males in the study area villages. Scheduled Caste and Scheduled Tribe population in the study area vilfages comprises ol 2377 a d 640 persons, which is 32.85 7o and 8.84% of the total population.

4.4.2 occupational Profile The workforce population in the study area villages comprises of 3,645 persons which is 50.38% of the total population. Male workforce comprises of 2,185 persons whereas female workforce comprises of 1,460 persons. 2,966 persons come under the category of Main workers and 679 persons consist of Marginal workers. Around 3,589 persons fall under the category of non-workers who are not engaged in any gainful emPloyment activities. This shows that nearly half of the population forms the dependants' category in the study area villages which is thereby putting more burdens on the working population-

4.4.3 Literacy Rate The study area villages have a population of 4155 persons as literates which is 57.43% of the total population. Male literacy rate is 57.08% and female literacy is 42.91% of the total literate population. This shows that the female literacy rate is less as compared to the male literacy rate in the study area. 3079 are illiterates in the study area with 1283 persons comprising of male itliterates and 1796 persons comprising of female illiterates

4.5 Baseline Environmental Conditions

The baseline environmental conditions in the project region have been established based on the earlier data generated in the region. The source of the data presented in the following sections is reproduced from the EIA Repoi prepared for lP Naidupeta by L&T lnfrastructure Engineering Limiled in year 2016. The lP Naidupeta has received the Environmental Clearance.

4.5.1 Site Specific MeteorologY Site-specific meteorological data of wind speed, wind direction, temPerature and solar radiation pertaining lo summer season (March - May), 20'16 was collected and presented below. Temperature: The minimum and maximum temperatures observed are 20'650C to 37 850C Retative Humidity: The minimum and maximum relative humidity recorded is 37o/o lo 1O0o/, respectively. Rainfall: Total rainfall recorded was 79.2 mm/hr and average is 0.04 mm/hr' wind Frequencies: The wind frequencies during the study (24 hourly interval) are presented below as Error! Reference source not found..

Page 4-27

APIIC-Ltd., Vijayawada d. ttr'(' }YiNO EPEED lErt) el "t" f r.r-rt-r ] r.r- as f r.e . r.r f--"1 rr- rr ffEfi3 a.r" :.r c*ftnii ?.r1*

Figure 4-6 : Windrose Diagram

4.5.2 Ambient Air Quality

Ambient air quality was monitored twice in a week for One (Ofl season (12 weeks), i.e. during Summer 2016 (March to May, 2016). PM1s, PM2 5, so2 & No, were monitorcd on 24 hourly basis and Os and CO were monitored on eight hourly basis. Sampling was carried out as per Central Pollution Control Board (CPCB) monitoring guidelines at each location. Details of the monitoring/sampling locations are provided in Error! Reference source not found.. Table 4-2: Monitoring Locations

Distance (km) from Azimuth Stalion Code Location I P harrndaru Directions A,I Project Site A2 Manavali 1.4 NE A3 Dwarakapuram 2.0 SW A4 Graddaqunta 2.3 E A5 Mummayapalem 2.4 NW Ab Attivaram 3.2 W A7 Chiqurupadu 4.0 SE A8 Kundam 4.6 NW A9 Kappaqunta Kandriqa 5.0 5 410 Saguturu 5.7 N

A map showing the Air monitoring locations is shown as Figure 4-7.

Ltd., vilayawad0 @^ APIIC Figure 4-7 Monitoring Locations Map The variations of PMro, PMz.s, SOz, NOx, CO, and Oa have been compared with National Ambient Air Quality Standards (NAAOS), MoEF Notification, November, 2009. Ambient Air euality status in the project region as reported in the report is reproduced below Monitoring Data (March to May, 2016) is given in Table 4-3 to Table 4-5 and also graphically presented in Figure 4-8 to Figure 4-13. Table 4-3:Ambient PM1O, PM2.5, SO2 and NO2 Monitoring Data

PMro (uq/m3) NMQ Standard for PMro (Pg/m3) S. No. Location 98th Min. (24 h4 Max, Mean Percentile 00 1 Proiect Site 6'l 31 45 59.6 1) 2. Manavali 47 22 46.1 00 Dwarakapuram 46 26 Jll 45.1 00 4. Graddaqunta 44 25 42.6 00 ( Mummayapalem 44 26 34 43.1 00 6. Attivaram 44 22 32 43.1 100 7 Chiqurupadu 41 22 3l 41.0 100 8. Kundam 44 25 3'r 42.6 100 9. Kapoaqunta Kandriqa 44 22 33 43.1 100 10 Saquturu 44 22 34 44.0 100 PMz.s(uq/m3) NMQ Standard for PMz.s(Pglm3) S. No. Location 98th Mean (24 h0 Max, Min. Percentile 60 1 Proiect Site 29 13 28.2 38.6 2. Manavali 23 10 15.8 22.5 60 ? Dwarakapuram 22 12 16.7 22.0 60 4. Graddaqunta 23 11 14.8 20.7 60 E Mummayapalem 23 11 15.8 23.0 60 b. Altivaram 22 10 14.8 22.0 60

Page 4-29

uj4tAPIIC Ltd., vijayeweda 7. Chrqurupadu 23 0 14,8 22.1 60 B. Kundam 23 14.4 21.6 60 9. Kaooaounta Kandrioa t5 0 14.8 22.1 60 10. Saquturu 23 0 15.9 22.1 60 SO: (uqim3) NAAQ Standard for SOz(pg/mi) S. No Location 98th Max. Min. Mean (24 hr) Percentile 1 Proiect Site 14 10 12 14 80 2. Manavali 13 9 11 13 80 1 '13 Dwarakapuram 9 11 13 80 o 4. Graddaqunta IJ 1'l IJ BO 5. Mummayapalem 13 I 11 13 80 '13 o 6. Attivaram 11 13 BO '13 o 7. Chiouruoadu 11 IJ BO '13 8. Kundam 13 I 11 BO 0 9. Kapoaounta Kandriqa 13 11 13 BO '10. o Saquturu 13 11 IJ BO NOr(uq/m S. No Location ggth NAAQ Standard for NOr (prg/m3) Max, Min, Mean (24 hr) Percentile

1. Proiect Site 17 12 15 17 BO 2. Manavali 15 11 13 15 80 ? Dwarakapuram 15 1 12 15 80 '15 4. Graddaqunta 11 13 '15 80 E Mummayapalem 15 11 13 15 80 6. Attivaram 15 11 13 15 80 7. Chiqurupadu 15 11 13 15 80 B. '11 Kundam 15 13 15 BO

9. Kaooaounla Kandrioa 15 11 13 15 BO 10. Saquluru 15 11 13 15 80 Table 4-4: Ambient 03 Monitoring Data

Or (uq/m3) S. No Location NAAQ Standard for Or (pg/m3) Max, Min. (8 h4 1 Project Site 50.00 30.67 100 2. Manavali 35.33 20.00 00 a Dwarakapuram 35.33 20.67 00 4. Graddaqunta 32.67 ( 24.67 00 Mummayapalem 34.67 24.67 00 6. Atlivaram 32.00 22.67 00 7. Chiqurupadu 32.00 22.00 100 8. Kundam 38.00 24.67 100 o Kappagunta Kandriqa 40.00 23.33 '100 10. Saguluru 34.67 23.33 100 Table 4-5: Ambient CO Monitoring Data

co nq/m3) NMQ Standard S. No Location for CO (mg/m3) Max. Min. (8 hr) 1 Proiect Site 1.61 1.'t 5 2 2. Manavali 1.38 t.lo I 3. Dwarakapuram 1.38 1.27 2 4. Graddaqunta 1.38 1.27 2 E Mummayapalem 1.38 1.27 2 o. Attivaram 1.38 1.27 2 7 Chiquruoadu 1.38 1.27 I B. Kundam 1.38 1,27 2 9. Kappagunta 1.38 1.27 2 i-ef Engineer-1 <--:- APIIC Ltd., Vijayawada CO (mo/mi) NAAQ Standard S, No Location for CO (mg/m3) Min. Max. (8 hr) Kandrioa 10 Saouluru 1.38 127 2

L;;rrMin.

+ 120 E'* .E uo

Euoo e40 o20o

0

.*c-*"u"ff ;{}*1"%o",u'"* Figure 4-8: Ambient PMlo Levels

i*".,Max. L;.rlMin. **98th Percentile Standard for PM2.5 (pg/m3) -[Vts36 -NMQ 70 E ED 1 60 .; o 50 r! 40 o o o 30 (J 20

10

0 C".,a-'":-""'""---" -".".r."S *- e'..C o(s ( ""T.c\o a.,e.- dr"o" """ Name of the Village *-"

Figure 4-9: Ambient PMz.s Levels

APIIC Ltd., Vijryawada u""*.a Max. Li*{ Min. percentile Standard for SO2 (pg/m3) -Mean -98th -NAAQ E 90, tr) I f- 80 1 .; ,0 o 1 (, 60{ sol oC) o *] () ,ol 20 1W .: J_HJ ."o 6\- attt" sf:.-t" ""t""-:""--" ""*d.".""'"-" """"" """ """" Name of thevittage

Figure 4-10: Ambient SO2 Levels "-""

n". ..*" Max. u;ilr Min. percentile standard for No2 (pg/m3) "1- 90 E -Mean -ggth -NAAQ E80 .E 70

360g ;50o E40 o30o 20 10 0 e'o-"."'.d \r.oC" *-" -..-" "-"-. n..." €"o* no"* "**ct """" ^\o ."":"r".r,:"r,,,:::" -st "-" €s

Figure 4-1 1: Ambient NO2 Levels

APIIC Ltd., Vijayawada 120 Max. Min. *NAAQ Standard for 03 (pg/m3) E 100 6) '; 80 o r! 60

(,o) 40 o o 20

0 *"-"u)r"-_""-' -*""-J *"" .."-"* """"".a """ Location Code *c

Figure 4-1 2: Ambient Or Levels.

2.5 Max. Min. Standard for CO mg/m3 t 2.0 -NAAQ cD E .s 1.5 c o E 1.0 o 3 0.5 oo 0.0 -'od.-."""*" ...f ".]ou "-"{"".d "":"-"- ""- Location code uote"

Figure 4-13: Ambient CO levels Baseline data when compared to existing NationalAmbient Air Quality Standards (NAAaS); were found to be within the applicable limits of the NAAQS.

4.5.3 Noise Ambient noise levels have been established by monitoring noise levels at Ten (10) locations in and around 1OKm distance from Naidupeta l.P using precision noise level meter. The comparison of day equivalent noise levels (Lo) and night equivalent noise levels (Ln) with the respective CPCB stipulated noise standards for various land use categories are shown in the Table 4-6 and presented in Figure 4-141o Figure 4-15.

nEineer- 1 ', Table 4-6: Day and Night Equivalent Noise Levels

ursta nce Noise level in CPCB Standard S. (km)kom Azimuth rlFllAl I pn Location Environmental No Project Directions Setting horrnd:ru Day Night La.y (ta) Lxisr,t (Ln)

1 Project Site 66 51 75 70 I ndustrial 2. Manavali 1.4 NE 48./2 44.96 55 45 2 Dwarakapuram 2.0 SW 53.28 46.41 55 45 4. Graddaqunta 2.3 E 48.93 44.98 55 45 E Mummayapalem 2.4 NW 45.67 46.58 55 45 o. Attivaram 3.2 56.08 53.73 55 45 Residential 7. Chiqurupadu 4.0 SE 57.51 52.23 55 45 a Kundam 4.6 NW 51.54 43.68 55 45 o Kappagunta 5.0 48.00 45.59 55 45 Kandriqa 10. Sanquturu 5.7 N 53.23 46.84 55 45

80.0 -;; Ld dB(A) Standards dB (A) 70.0 -CPCB 3 60.0 l0 : 5o'o + 4o.o o ; 3o.o .2 2 2o.o 10.0

0.0 N4 N5 N6 N7 Location Code Figure 4-14: Ambient Day time Noice levels

80.0 ,,' ,, Ln dB (A) .*CPCB Standards 70.0 dB (A) 3 60.0 o : 5o.o * 4o.o o J 30.0 Q' ,9 2 20.0 10.0

0.0 N4 N5 N6 N7 Location Code

Figure 4-15: Ambient Night equivalent noise levels Engineer' APIIC Ltd,, e 4-3+-\ ,€^s-t+ The recorded noise levels when compared to the prescribed standards (AAQ Standards in respect of Noise SO 123 (E), dated 14b February, 2OOO) was noted that the noise levels were within the prescribed standards for industrial Zones. The noise levels were also predominantly within staridards for Residential Zones, barring few locations where the recorded levels were slightly exceeding the standards.

4.5.4 Soil Quality . pH was reported to be varying from 6.96 to 7.84 indicating that the soils are falling in normal saline class . The Electrical Conductivity varied from 2'10 to 491 pmhos/cm indicating that the soils are falling in the normal category . Nitrates (NO:) varied between 6 mg/100 gm and 14 mg/100 gm . Phosphate (POa'2) varied between I mg/100 gm and 15 m9/100 gm . Potassium (K) varied between 7 mg/100 gm and 18 mg/100 gm

4.5.5 Water Quality Summary of the results of water quality analysis as reProduced from Naidupeta l.P EIA report is presented below: Ground Water o pH is varying from 6.99 to 8.0'l indicating the results are within the limits for drinking water samples (i.e. 6.5 to 8.5). . Total Dissolved Solids are varying from 540 mg/l to 5050 mg/l; results indicated lhat TDS levels are above the acceptable limits (500 mg/l) and permissible limits (2000 mg/l). . Chloride levels were reporting ranging from 106 mg/l to a maximum of 153'1.2 mgil; results indicate that chloride levels are mostly above the acceptable limits (250 mg/l) and permissible limits (1000 mg/l). . Hardness is varying from 104 mg/l to 1020 mg/l; results indicate that Hardness in some samples were below the acceptable limit (300 mg/l)' some samPles is having value above the acceptable limit but within the permissible limit (600 mg/l). . Fluoride values were in the range of 0.57 mg/l to '1.66 mg/l; results show that most of the samples Fluoride levels in all samples were within the acceptable limit (1 mg/l) except few. Surface Water . pH was found varying between 7.61 and 8.74 which are meeting the lS: 2296-1982 standard for inland surface water . Total Dissolved Solids were in the range between 266 mg/l and 1280 mg/l . Chlorides ranged between 49.6 mg/l and 368 8 mg/l . Total Hardness (as caco3) ranged between 125 mgil and 378 mg/l

4.5.6 Ecology The initial reconnaissance survey suggests that the proposed location for development of the Naidupeta cluster is predominantly barren land and devoid of large trees and mainly consists o, scattered and sparse vegetation, i.e. Prosopis iuliflora, a tew scattered individuals of casuarina equisifoliata and cocos ,?uclfera. Agricultural fields are also observed in the or surrounding areas of the Pro.iect site. As per the information from department, no rare sensitive / endangered flora or fauna are reported in the project region .No records were found of rare or sensitive flora and fauna species in the study area.

Page 4-35

t'to', o- tiIJ9 5 Anticipated Environmental and Socia! Impacts/lssues

The anticipated environmental and social impacts issues due to proposed bulk water syslem during construction and operation stages are presented in this section. An environmental impacts matrix is provided as Table 5-1 which presents a summary of the potential impacts due to the various project activities during construction and operational stages of the project. Table 5-1 : Potential lmpacts ScreeningScreeninq Matrix

Project Activities

Clearing of vegetation/ impact on landscape

Loss of Top soil and change in characteristics Construction Site Clearance Loss of trees & vegetable cover

Noise, vibration and dust nuisance from site clearance activity

Friction between construction personnel and local population Construction camp lncreased pressure establishment & on local services operation Water pollution from sanitary and other wastes

Reduction in land quality on abandonment

Construction Stage

lnducement of traflic congestion delays

Disturbance of sediments in water quality Construction of structures

Noise & vibration impacts from construction machinery

lmpacts to air quality due industrial Operation to activities, vehicular movements, etc.

lncrease in congestion on connecting roads

Page 5-36

heer'1 ijayawads <, ('< Significance

C o) (o Concerns (g Project Activities +OOE =6 o o z.'; E ro G .9 t, o = a =

threatening traditional lncreased access a communities

A. Beneficiallmpacts

The beneficial impact from the proposed subproject is the direct and indirect employment project opportunities during construction and operation phase of the project. The proposed of witi netp in attracting different sectors of industries to the industrial estate due to availability industrial adequate water and increased employment opportunities for people. The influx of of sectors such as manufacturing, food processing will help in overall economic development quality of life of the state, resulting in attracting skilled workforce and enable improvement of people. are' The long-term effects of these developed industrial clusters on poverty reduction consequently, expected to be significantly positive' transport' During operation stage, economic activities supporting ancillary industries, trade' etc. will increase due to increase in industrial activities is also expected to improve institutions, hospitals, development of urban centers with amenities like housing, educational etc. B. Adverse lmPacts impacts Generally developmental activity in its wake will bring about some adverse possible worst case associated with its activities. For an lndustrial Cluster based on the in the preparation of a emissions and waste generation scenario, prediction of impacts helps the on-going sound environmental management plan which has to be executed during on the environmental activities for the proposed froject to minimize the adverse impacts quality. Provision of effective connectivity through internal transport and efficient any adverse management of industrial cluster operations will be important to manage impacts due to sub-project operations. Government of Andhra Further the water is being drawn as per the allocation given by the users hence pradesh .The Governr"ni h"" provided the allocation after considering all users' Further no adverse impacts are envisaged by withdrawal of water on the downstream a certain the proposals of APllc to reuse the treated water will reduce the withdrawal to extent, which in turn is beneficial impact.

iiiv'*'o' APIIC C. Potential lmpacts during Construction Phase: 1. lmpact on Air Quality The proposed subprolect involves construction of intake works, laying of pumping main and construction of summer storage tank during the development phase. Air quality in the immediate vicinity is likely to be marginally affected due to movement of vehicles carrying the construction malerials and heavy earth movement works. The air quality is likely to get affected through fugitive dust emissions and particulate matter. ln addition the emissions from the conslruction machinery and vehicles involved in transportation are also envisaged. Mitigation measures such as . sprinkling of water shall be followed to limit the dust emissions al the respective construction sites . use of enclosure as Screens to localise the dust emissions within the construction area 2. Poteniial lmpact on Water During the conslruction phase water will be used for varies construction activities. To fulfill the water requirement, water is to be supplied from the nearest source with the prior permission of APllC. Mitigation measures such prevention of runoff from Ule summer storage site into the nearest surface water body should be adopted. 3. lmpact on noise levels

The prime source of noise pollution during the construclion phase is the machinery involved in construction such as dozers, fronl end loaders, JCBs. Apart from this other source of noise pollution. There are no dense habitations / settlements along the pumping main alignment and the SST area and hence the additional noise from the construction activity will not have any impact on the immediate receptors. 4. lmpact on the existing traffic system The proposed subprojects will involve minimal and temporary increase in traffic for transportation of the conslruction material. 5. lmpact on Topography and land use The proposed summer storage tank is being located within MPSEZ and the pumping main along the Venkalagiri - Naidupeta Road. Therefore the impact on the topography is marginal and no impact on the landuse. 6. lmpact on soil quality

The ampact on the soils is localised and restricted to the construction area. Hence the impact on the soils can be termed as temporary and minimal. 7. lmpact on ecology Thers are no rare endangered species are found in the pro.iect influence area and hence the impacts on ecology due to the proposed subproject are insignificant. The greenbelt and the open spaces proposed in the induskial cluster will enhance the ecology of the region. 8, lmpact on Land and Private Properties :j .. The inglustrial e-qtlte land is already acquired by APIIC and subprojects will be placed in the inilustEal estatdtirry. No new land acquisition is required for the subprojects or for the water supply pipeline.

Page t38

APIIC Ltd., Vuayawada (r!) - 9. lmpact on historical monuments / religious structures There are no adverse impacts expected on historical places/monuments. Borrow Areas and Quarries: There is a requirement of impervious soils for the summer storage tank. The soils will be sourced from approved borrow areas and the same shall be rehabilitated to ensure that there is no risk to the habitants / animals located in the area' Borrow area if left rehabilitated could also become breeding grounds for mosquitoes resulting in vector borne diseases.

D. Potential Impacts during operation phase

The potential significant environmental impacts associated with the project during the operation phase are discussed below. L lmpact on Air Quality The proposed subproject will not have any impact on the air quality 2. lmpact on Occupational health The construction related occupational health and safety impacts may be significant particularly for personnel working on pipeline laying, and summer storage tank construction Regular rotation of employees conducting similar different tasks and efficient use of PPE's will help reduce the impact. Mitigation measure shall include provision of Personal Protective Equipment's (PPEs) to the personnel involved in construction activity E. Solid Waste Management

The solid waste from subprojects comprises of construction debris, bitumen waste, oil soaked soil and cotton waste, empty oil and other hazardous waste materials. The solid waste may be used filling purposes and brick manufacturing and sold to brick manufacturer.

Lrr'

Page $39 6 Public Consultation and lnformation Disclosure

A. Public Consultation and lnformation Disclosure

Detailed consultations and public hearing in the presence of District Collector were conducted as per the Environmental Clearance requirements. Details are available in the IEE prepared for Tranche I sub projects.

B. Consultation with Downstream Users

The water allocation for the Najdupeta lndustrial cluster has been provided by Government of Andhra Pradesh (Refer - Section 3.1 in chapter 3). Government of Andhra Pradesh has issued the water allocation under its policy after considering all the users under the Kandaleru - Poondi canal (Refer Annexure 'l ) . Hence consultations are not applicable.

C. Futuro Consultatlon

The future consultations are planned at Melchur and Gollagunta which are located enroute the pumping main alignment. The consultations shall be planned and executed by the PMSC Environmenlal and Social safeguard experts. The consultations will include (i) Public meetings to discuss and plan work programs and allow issues to be raised and addressed during the construction stage; (ii) the consultation will be conducted during contraction stage along and (iii) smaller-scale meetings to discuss and plan construction work with individual communities will be informed about the activities involved laying of the pumping main and the mitigation measures to be put in place to reduce disturbances due to the pipeline laying activities and other impacts if any and provide a mechanism through which stakeholders can participate in subproject monitoring and evaluation.

D. lnformationDisclosure

The EIA report for Naidupeta industrial estate including the subproject component are disclosed by the ministry of environment and forests. As indicated MPSEZ, lP-Naidupeta and lP-Attivaram has received the Environmental clearances. lnformation is disclosed through public consultation and making relevant documents available in public locations. The following documents will be submitted to ADB for disclosure on its website:

(i) final IEE;

(iD a new or updated IEE and corrective action plan prepared during project implementation, if any; and

(iiD environmentalmonitoringreports. VCICDP PMU will send written endorsement to ADB for disclosing these documents on ADB's website. VCICDP PMU will also provide relevant safeguards informalion in a timely manner, in an accessible place and in a form and languages understandable to affected

Page 6-40 people and other stakeholders. For illiterate people, other suitable communication methods will be used.

E, Grievance Redress Mechanism common Grievance Redress Mechanism. Project grievance redress mechanism will be established to evaluate, and facilitate the resolution of APs' concerns, complaints, and grievances related to social and environmental issues of the proiect. The GRM will aim to provide a time-bound and transparent mechanism to voice and resolve social and environmental concerns linked to the project.

A common GRM will be in place for social, environmental, or any other grievances related to the project. Every grievance shall be registered and careful documenlalion of process with regard to each grievance undertaken, as explained below. The APIIC environmental and social safeguards officers will have the overall responsibility for timely grievance redress on environmental and social safeguards issues, including keeping and maintaining the complaint and redress records. Public awareness campaign will be conducted to ensure thal awareness on the project and its grievance redress procedures is generated.

Affecled persons will have the flexibility of conveying grievances/suggestions by sending grievance redress/suggestion in writing, through telephone call to APIIC safeguards officer or by filling forms for complaints/suggestion by email in the VCICDP Proiect site to be installed under the APIIC websites. Careful documentation of the name of the complainant, date of receipt of the complaint, address/contact details of the person, location of the problem area, and how the problem was resolved will be undertaken. The APIIC's safeguard officers will have the overall responsibility for timely grievance redressal on environmental and social safeguards issues and for registration of grievances, related disclosure, and communication with the aggrieved party.

Griavancs Rsdressal Committee. Grievance Redressal Committee (GRC) will be established at two-levels, one at APIIC level and another at PMU level, to receive, evaluate and facititate the resolution of displaced persons concerns, complaints and grievances. The GRC will provide an opportunity to the APs to have their grievances redressed prior to approaching the jurisdictional sub court. The GRC is aimed to provide a trusted way to voice and resolve concerns linked to the project, and to be an effective way to address affected person's concerns without allowing it to escalate resulting in delays in project implementation. The GRC will aim to provide a time-bound and transparent mechanism to voice and resolve social and environmental concerns linked to the project. The GRC is not intended lo bypass the government's inbuilt redressal process, nor the provisions of the statute, but rather it is intended to address displaced persons concerns and complaints promptly' making it readily accessible to all segments of the displaced persons and is scaled to the risks and impacts of the project. The APIIC level GRCS will function out of each District where the subproiect is being implemented. The GRC will be Chaired by Joint Collector and comprising of the Divisional Engineer acting as its member secretary and the following members: (i) RDOiSub Collector of the division; (ii) Project Director, DRDA; (iii) Chief Executive Officer, Zilla Parishad; (iv) District Panchayat Officer; (v) District Education Officer; (vi) District Medical and Health

Page &41

APIIC Ltd., ViJBy.wrta {}Y ..' Officer; (vii) District Level representative of DISCOM; and (viii) Superintendent, RWS Panchayat Raj Department. The Project Director, PMU will be the appellate authority who will be supported by the PMSC and Safeguard Officer of PMU, and APIIC to make final decisions on the unresolved issues.

Grievance redresses process. ln case of grievances that are immediate and urgent in the perception of the complainant, the contractor and PMSC on-site personnel will provide the most easily accessible or first level of contact for quick resolution of grievances. Contact phone numbers and names of the concerned APIIC safeguard officers and contractors will be posted at all construction sites at visible locations. The APIIC safeguard officers will be responsible to see through the process of redressal of each grievance.

(i) 1't Level Grievance. The phone number of the APIIC office should be made available at the construction site signboards. The conlractors engineer and APIIC safeguard officers can immediately resolve on-site in consultation with each other, and will be required to do so within 7 days of receipt of a complainvgrievance-

(ii) 2nd Level Grievance. All grievances that cannot be redressed within 7 days at field/ward level will be reviewed by the APIIC level grievance redress committee (GRC) with support from APIIC safeguard offlcers and PMSC environment and resettlement specialists. APIIC level GRC will attempt to resolve them within 1S days.

(iiD 3d Level Grievance. The APIIC safeguards officers will refer any unresolved or major issues to the PMu/State-level GRC, who in consultation with ApllC will resolve them within '15 days.

Despite the project GRM, an aggrieved person shall have access to the country's legal system at any stage, and accessing the country's legal system can run parallel to accessing the GRM and is not dependent on the negative outcome of the GRM. ln the event that the established GRM is not in a position to resolve the issue, the affected person also can use the ADB Accountability Mechanism through directly contacting (in writing) the Complaint Receiving Officer (CRO) at ADB headquarters or the ADB lndia Resident Mission (INRM). The complaint can be submitted in any of the official languages of ADB's developing member countries. The ADB Accountability Mechanism information will be included in the proiec! relevant information to be distributed to the affected communities, as part of the project GRM.

Record keeping, Records of all grievances received, including contacl details of complainant, date the complaint was received, nature of grievance, agreed corrective action the date by these were effected and final outcome will be kept by pMU. The number of grievances recorded and resolved and the outcomes will be displayed/disclosed in the pi/U otfice, and on the web, as well as reported in the semi-annual social and environmental monitoring reports to be submitted to ADB. Periodic review and documentation of lessons learned. The PMU, and ApllC supported by the PMSC specialist will periodically review the functioning of the GRM and record information on the effectiveness of the mechanism, especially on the ApllC's ability to prevent and address grievances. Costs: All costs involved in resolving lhe complaints (meetings, consultations, communication and reporting/information dissemination) will be borne by APIIC; while costs related to escalated grievances wil, be met by the PMU. Cost estimates for grievance redress are included in resettlement cost estimates. The grievance redress process is given below

Page 6-42

APIICW Ltd., VijaYawada C4) * Fieldlward level Grievance Responsible: Contractor, DE, and Redressed and PIU safeguard otficers record keeping

Yes PIU level within 15 days Grievance Responsible: APIIC/Districllevel redressed and GRC mernbers, PMSC expert and record keeping PIU safeguard officers

PMU/State level Grievance Responsible: Staie-level GRC, and redressed and PMU safeguard officers record keePing

Project Note: GRC = Grievance Redressal Committee; PMU = Program Management Unit; PMSC = Management and Supervision Consultants

The GRCs will continue to function throughout the project duration.

APIia Lto., ViiaYawada w Page 6-43

il . 7 lnstitutiona! Arrangements and Responsibilities

DOI will be the executing agency. A PMU established within the Directorate of lndustries, which is under the DOI is responsible for planning, implementation, monitoring and supervision, and coordination for subproject under VCICDP. APIIC will be responsible for implementing the subproject. PMU will recruit PMSC to provide support in implementation of VCICDP.

PMU will support APIIC in implementation, management and monitoring of the project. PMU and APIIC will be assisted by PMSC respectively. APIIC will appoint construction contractors to build infrastructure. Once the infrastructure is built and commissioned, the APIIC will operate and maintain the infrastructure. At state -level a Project Steering Comrnittee (PSC) will be established to provide overall policy direction for the implementation of VCICDP.

A. Safeguard lmplementation Arrangement

Project Management Unit. The PMU structure is as provided in the Table below. PMU will be supported by PSMC. PMU will appoint a safeguards coordinator as a part of the PMSC team to collect information and progress on environmental .and social safeguards compliance. Table 7-1: Tentative PMU Structure

Position Tasks

Project Director Overall Proiect Manaqement

Project Director (Department of Management of land-related issues lndustries)

Procurement Officer Procurement of consultants, civil works, qoods, and NGOs, etc. PMSC (Senior Engineer) Technical officer with engineering background and preferably experience of m ultilateral proiects lnstitutional Coordination and Policy Policy and lnstitutional support Reforms officer lnvestment Promotion Officer Coordination of VCICDP promotion, marketinq

Monitoring and Evaluation Officer Monitorinq proiect results

PM SC (Environmental Safeguards Environmental safeguards com pliance Officer)

PMSC (Social Safeguards and Resettlement compliance, social, gender Gender Officer)

Chief Accountant and Financial Project accounting, audit and reporting Manaqement Officer

Accountant Accounting

Office Manaqer Office manaqement

Page 7-44 Key tasks and responsibilities of the PMU environmental safeguards officer are as follows: (i) confirm existing lEEs/EMPs are updated based on detailed designs and that new lEEs/EMPs are prepared in accordance with the EARF and subproject selection criteria related to safeguards, (i i) confirm whether lEEsiEMPs are included In bidding documents and civil works contracts; (iii) provide oversight on environmental management aspects of subprojects; (iv) ensure SEMPs prepared by contractors arc cleared by APllCs prior to commencement of civil works; (v) establish a system to monitor environmental safeguards of the project including monitoring the indicators set out in the monitoring plan of the SEMPs; (vi) facilitate and confirm overall compliance with all Government rules and regulations regarding site and environmental clearances as well as any other environmental requirements (e.g., Location Clearance Certificates, Environmental Clearance Certificates etc.), as relevant; (vii) supervise and provide guidance to the APIIC to properly carry out the environmental monitoring and assessments as per the EARF; (viii) review, monitor and evaluate the effectiveness with which the SEMPs are implemented, and recommend necessary corrective actions to be taken as necessary; (ix) consolidate monthly environmental monitoring reports from APIIC and submit semi- annual monitoring ieports to ADB; (x) ensure timely disclosure of final lEEs/SEMPs in locations and in a form and language accessible to the public and local communities; and (xi) address any grievances brought about through the Grievance Redress Mechanism (GRM) in a timely manner.

ApllC: ln APllC, the Senior Engineer will be deputed/ designated as Environmental Safeguard Officer in addition to the environmental engineer.

T able 7 -2: APItC Environ me nta! Safegu ard Officer Tasks and Responsibil ities

APIIC Environmental Safeguard Officer Tasks and Responsibilities (i) include lEEs/EMPs in bidding documents and civil works contracts; Senior Engineer Cum (ii) review and approve SEMPs prepared by contractors; (iii) oversee dayto-day implementation of SEMPs by contractors Compliance Officer - APIIC including compliance with all government rules and regulations; (iv) take necessary action for obtaining rights of way, (v) oversee environmental monitorlng by contractors; (vi) take corrective actions when necessary; (vii) submit monthly environmental monitoring reports to PMU; (viii) conduct continuous public outreach and awareness building related to environmental management; (ix) address grievances brought about through the GRM in a timely manner; and (x) organize an induction course for the training of contractors in environmental management to be delivered by PMSC consultants

Page 7-45

lpriC LtA,, Vilayawada L4) / (i) Ensure complete payment and other resettlement assistants provided to the affected people prior to displacements (physical and economical) and starts of civil works in the affected areas; (ii) Coordinate with Safeguard Manager of PMU and ensure all social/environmental requirements if any are met.

Project Management and Supervision Consultants. The PMU and APIIC will be assisted by PMSC which will be staffed with environmental and social safeguard specialists to provide required assistance and regular progress report on safeguards implementation. The environmental specialist will have overall responsibility in implementation of environmental safeguards, including appropriate monitoring and reporting responsibilities. Key tasks and responsibilities of the PSMC environmental specialists are as follows: (i) Update the lEEs including site- and subproject-specific EMP; (ii) Supervise EM P implementation; (iii) Prepare a monitoring report of final site- and subproject-specific EMPs and communicate with the stakeholders, including ADB on the progress, of the subprojects including environmental safeguards compliance; and (iv) Prepare semi-annual environmental safeguards compliance reports. (v) Establish a system to monitor environmental safeguards of the Project; prepare indicators for monitoring important parameters of safeguards; (vi) Ensure all requlsite approvals and no objection certificates are in place to allow implementation, and that these are renewed in a timely manner where required; (vii) Ensure that provisions and conditions of all necessary permits, consents, NOCs, etc., are incorporated in the lEEs; (viii) Take proactive action to anticipate the potential environmental impacts of the Project to avoid delays in implementation; (ix) Assist APIIC in the establishment of GRC for IEE implementation; (x) Support the APllCs and PMU in the GRM implementation to address any grievances submitted in a timely manner and establish record keeping system for complaint and redressal status of the project; (xi) Assist APllc and PMU in the project GRM mechanism and complaint solution; (xii) Assist APllc and PMU for GRM record keeping for first tier complaint and redressed actions; (xiii) Ensure that the relevant environmental mitigation measures specified in the updated EMP will be incorporated into bidding documents and approved by the ADB prior to the issuance of the invitation for bidding; (xiv) Closely monitor and supervise to ensure that all mitigation measures and monitoring requirements set out in the EMP are implemented and complied with throughout the project implementation, and when required, prepare or recommend necessary corrective actions to be taken and monitor its implementation; (xv) Provide on-the-job training programs to APIIC staff involved in Project implementation for strengthening their capacity in managing and monitoring environmental safeguards; and (xvi) Assist the APIIC safeguards officer to sensitize the turnkey contractors on ADB SPS, EARF, and GRM during detailed design and civilworks implementation.

Civil works contracts and contractors. EMPs are to be included in bidding and contract documents and verified by the APIIC and PMU. The contractor will be required to designate an Environment, Health and Safety (EHS) supervisor to ensure implementation of EMP

Page 7-46

Phase PMU API]C PMSC ADB ' >MSC \ppraisal stage of all )MU / APllCs to review the REA to conduct REA for \DB to review the REA iubprojects under the :hecklists and draft :ach subproject using ;hecklists and reconfirm the nveslment program :hecklists and to prepare :ategorization. :IMEE. :lA/lEE \DB will and )MU / APllCs to submit draft EIA/IEE rpprove EIA rePorts o ADB for review and approval. iCategory A) and IEE >MU / APllCs to disclose on its website 'eports (Category B) lhe approved Ell/lEE. ;ubprolects. ADB to iisclose on its website the disclosure of PMU / APllCs to ensure submitted ElfulEE rePort. nformation throughout the duration of the subproiect.

>MSC and aPProve )etailed Design Phase of all )MU / APllCs with the assistance of to revise the IEE \DB will review )MSC rePorts iubprojects under the to incorporate the EMP, and EMP in accordance rpdated EIA and design A) and IEE nvestment program .'nvironmental mitigation rvith detailed ,Category nonitoring measures into contract ;hanges if wananted. 'eports (Category B, ;ubprojects. ADB to disclose Jocuments. PMSC to ensure )n its website uPdatec all applicable ncorporation of EMP in PMU / APllCs to obtain Eltri/lEE reporl :onsents/permits/clearances PMU to bid documents and submit to ADB final IEE for aPProval conhacts. and disclosure at ADB website. PMSC to prePare inventory of utilities to be affected by the subproiect.

H6ffi6lrreer-t apriC Ltd., Viiayawada Pre-construction Phase of all PMU / APllCs to conduct public PMSC to ensure statutory Subprojects under the :onsultation and disclosure during IEE :learances and permits nvestment program crocess and commenls will be kom government 'eflected in the IEE report. agencies/other entities are obtained prior to start rMU / APIIC to monitor the disclosure rf civil works. and public consultation. )MSC to ensure qPllC and PMSC to approve iisclosure of information :ontractor's proposed locations for crior to start of civil works ;onstruction work camps, storage and throughout the areas, hauling roads, lay down areas, Juration of the iisposal areas for solid and hazardous :onstruction period. rastes. )MSC to approve )MU to submit to ADB in prescribed :ontractor's site-specific brmat semi-annual Environment :nvironmental plan (such Monitoring Report 6 months afler Loan as traffic management :ffective date. rlan, waste management rlan, locations for camp ;ites, storage areas, lay iown areas, and other ;ites/plans specified in he EMP). PMSG to :onduct baseline :nvironmental conditions md inventory of affected rees

Conslruction Phase of all PMU i APllCs will review Omonhly PMSC to monitor the ADB to review the 6 Subprojects under the nonitoring and EMP implementation implementation of monthly report, provide investment program 'eport including the status of Project mitigation measures by necessary advice if needed :ompliance with statutory clearances Contractor. to the PMU and approve and with relevant loan covenants and PMSC to prepare monthly the same. ADB to disclose ;ubmit the 6-monthly report to ADB orogress reports including on its website rnd seek permission to disclose the a section on environmental monitoring ;ame in the Investment program web mplementation of the reports. ;ite. nitigation measures iapplication of EMP and nonitoring plan) PMSC ias per EMP) will conduct ".nvironmental quality nonitoring during ;onstruction stage iambient air and noise, rnd water quality), PMSC .o prepare the six monthly nonitoring reports on :nvironment by focusing )n the progress in mplementation of the :MP and issues lncountered and neasures adopted, follow- rp actions required, if any.

Page 7-48

L/tl r )re-operation Phase )MU / APllCs to review monitoring MSC to apply for the Commissioning and Defect eport of PMSC on post-conshuction lTOs prior to as ;ommissioning. -iability Period) rctivities by the contractors ;pecified in the EMP )MSC to monitor and ,MU / APIIC to review applicabk lpprove post-construction ;onsents requirements rctivities by the contractors ls specified in the EMP.

)peration Phase of all \PllCs to conduct monitoring, as iubprojects under the ;pecified in the environmental nvestment program nonitoring plan. \PPCB to monitor he compliance of he standards regarding drinking water luality, ground water, ambient air, :ffluent quality from heatment plant, roise, as applicable. Notes: APPCB = Andhra Pradesh State Pollution Control Board, PMSC = Project Management Consultants, CTE = Consent to Establish, CTO = Consent to Operate, PMSC = Design and Supervision Consultant, EIA = Environmental lmpact Assessment, EMP = Environmental Management Plan, IEE = lnitial Environmental Examination, PMU = Project Management Unit; APIIC = Project lmplementation Unit; REA = Rapid Environmental Assessment

o-lP "-

Page 7-49 8 lnstitutional Capacity and Development

The PMSC environmental safeguards specialist will be responsible for training PMU and APIIC on environmental awareness and management in accordance with both ADB and government requirements. Typical modules would be as follows: (i) sensitization; (ii) introduction to environment and environmental considerations in water supply and wastewater projects; (iii) review of lEEs and integration into the project detailed design; (iv) improved coordination within nodal departments; and (v) monitoring and reporting system. Specific modules customized for the available skill set will be devised after assessing the capabilities of the target participants and the requirements of the project. The contractors will be required to conduct environmental awareness and orientation of workers prior to deployment to work sites. The proposed training project, along with the frequency of sessions, is presented in Table below. Table 8-1 : Training Program for Environmental Management

Description Contents Schedule Participants )re-construction stage

workshop ,Module 1 - Orientation 112 day )MU, and \PllC's officials Safeguard Policy Statement (at Vijayawada) IADB nvolved in Government of lndia (50 persons) )roject Environmental Laws and Regulations mplementation

)escription Contents ichedule Participants Module 2 - Environmental Assessment 112 day PMU, and Process ADB environmental process, APIIC's officials iat Vijayawada) identification of impacts and mitigation involved in measures, formulation of an i50 persons) project plan (EMP), environmental management implementation. implementation, and monitoring requirements - Review of environmental assessment report to comply with ADB requirements lncorporation of EMP into the project design and contracts

)onstruction stage

Orientation program/ loles and responsibilities of I day PMU arorkshop for contractors rfficials/contractors/consultants towards at Subproject APIICS and supervisory staff rrotection of environment - ocations) (15 lnvironmental issues during construction lersons) Contractors mplementation of EMP Monitoring of :M P implementation Reporting 'equirements

Page 8-50

APIiC Lto., Viiay'wada Lp - )MU -xperiences and best :xperiences on EMP implementation - I day on a regular ssues and challenges Best practices reriod to be rractices sharing \PIICS bllowed jetermined by PMU, \PllCs, and PMSC lontractors

,at Vijayawada / \aidupeta)

150 persons) Unit; ADB = Asian Development Bank; EMP = Environmental Management Plan; APIIC = Project lmplementation PMU = Project Management Unit; PMSC = Design and Supervision Consultanl;

APiC Lta., Viiayawada (nP r

Page 8-51 9 Environmental Management Plan

Environmental Management Plan (EMP) is an essential component of the Environmental lmpact Assessment which gives a detailed activity programme for taking care of the environmental aspect during different stages of implementation of the project (viz. preconstruction, construction and operation). An effective EMP is essential to ensure sustainable development.

9.1 lmpact and Mitigation Matrix during Construction Phase

Relevant Likely lmpacts and Environmental S. their significance ln the Proposed Activity components No. absence of Mitigation Mitigation Measures likely to be Measures impacted Construction Phase 1 Site preparation/ Air Quality - Exhaust emissions To reduce impacts from exhausts, Material from vehicles emission conlrol norms shall be transport and - Windblown dust enforced/adhered. construction during material All the vehicles and construction activities movement machinery shall be periodically checked - Fugitive dust during lo ensure compliance lo the emission material unloading standards - Dust suspension Construction equipment and transport during site vehicles shall be periodically washed to preparation, remove accumulated dirt conslruction and Providing adequately sized construction trenching yard for storage of construction materials, - Emissions from DG equipment tools, earthmoving equipment, sets etc. Provide enclosures on all sides of construction site Water sprinkling shall be carried out lo suppress fugitive dust in the project site Environmental awareness program shall be provided to the personnel involved in developmental works Use of larpaulin covers and speed regulations for vehicles engaged in transportation Noise Noise /Vibration from - Noise levels shall be maintained below following activities threshold levels stipulated by Central - Vehiclestransporting Pollution Control Board (CPCB) time to conslruction material time - Diesel run engines - Procurement of machinery/construction of construction equipment in accordance with machinery specifications conforming to source noise - Drilling/Pile driving levels less than 75 dB (A) activities - Well-maintained construction equipment, which meets the regulalory standards for source noise levels, shall be used - Any equipment emitting high noise, wherever possible, shall be oriented so that the noise is directed away from sensitive receptors - Noise attenuation shall be practised for

Page 9-52

APIIC Ltd., VijaYawada 9al' r- Relevant Likely lmpacts and Environmental S. their significance in the Proposed Activity components No. absence of Mitigation Mitigation Measures likely to be Measures imnacted noisy equipment by employing suitable techniques such as acoustic conlrols, insulation and vibration damPers - High noise generating activilies such as piling and drilling shall be scheduled in day time - Personnel exposed to noise levels beyond threshold limits shall be provided

The drains passing through the area shall Disturbance to - lmpacl to natural - flow of runoff due to be rerouted as per the drain rerouting Natural blockage and plan Drainage change of drainage - Adequate storm water drainage system pattern course shall be provided. - The storm waler sYstem need to be properly connecled to the natural drainage syslem of the area - Drain4e system shall be provided at construction yard. Measures shall be taken lo prevent silting of natural drainage runoff from conslruction areas Vegetation and - Loss of vegelation - Commencement of greenbelt Strain on and strain on development during construction phase existing existing especially in terms of nursery infraslructure infrastructure. developmenl and identification of indigenous species - Temporary workers camP with selt

9.2 lmpact and Mitigation Matrix during Operation Phase Relevant Likely lmpacts and Environmental their significance in the Proposed S, Activity components No. absence of Mitigation Mitigation Measures likely to be Measures imnected Or*-ut ion Phase will be mel from 1. Water Supply Water resources lmpact on existing - Total water requirement waler resources TGP Canal - No deoendenton Ground water

9.3 Environmental Monitoring Programme Environmental monitoring is one of the important components of the Environmental Management Plan (EMP). The main aim of the monitoring is to establish the existing scenario to make informed decisions to ascertain the proper implementation. The main objectives of the environmental monitoring are' . To ensure the effective implementation of EMP . To comply with all retevant environmental legislatives of Government of lndia . To modify the mitigation measures and implementation arrangements, if any

Page 9-53

lptic Ltd., viiayawada LL'r' For each environmental condition indicators, the monitoring plan shall specify the parameters to be monitored, location of the monitoring sites, frequency and duration of monitoring. A tentative/suggested Environmental Monitoring Programme is presented as Table 9-1. Table 9-1 : Environment Monitoring PIan - Construction Phase

No. of Sampling Environmental Parameters to Standards Methods for,. lmplementationl Locations & Attributes be monitored Sampling & Analysis Supervision Frequencv

Construction Phase

Air Quality PMro, PMzs, SOa, -3 Once a month Fine Particulate Samplers for PMro, Contractor / PMSC NOz, HC and CO PMzs, Respirable Dust Sampler for & APltc S0z and NOx, CO analyser/portable C0 meter for CO, and portable HC meter for HC

Noise Levels Day and night - 4; Once a month Porlable hand-held noise level Contractor /PMSC noise levels meter &APilC

Water Quality Physical, 2 groundwater and Sampling and analysis by using Contractor /PMSC Chemical and 2 surface water; slandard methods. & APilC Biological Once a monlh charectrislics

Soil Soil texture, type, 2; Once during Collection and analysis of samples Contractor /PMSC electrical construction as per lS 2720 & APIIC conductivity, pH, infiltration, porosity, etc., Table 9-2: Environment Monitoring Plan - Operation phase

No. of Sampling Environmental Parameters to Standards Methods for Implemqntationl Locations & Attributes be monitored Sampling & Analysis Supervision Frequency ',.

Operation Phase

Water Quality Physical, 2 groundwaler and Sampling and analysis by using APIIC Chemical and 2 surface water; standard melhods. Biological Once in six months characteristics

Soil Soil texture, type, 2 ; Once in six Collection and analysis of samples APIIC electrical months as per lS 2720 conductivity, pH, infiltration, porosity, etc.,

9.4 Environmental Monitoring

The budget for carrying out environmental monitoring and associated trainings which shall be a part of contractor's budget.

Page 9-54

fr

A.PII. Ltd., Vijayawada t-V '- 10 Resettlement Plan (RP)

10.1 Land for Summer Storage Tank

The land identified for constructing the summer storage tank is located within MPSEZ. fhe entire land for MPSEZ is under the possession of APllC. Reference is invited to the findings provided under Land Acquisition and Due Diligence report prepared by ADB Staff consultant.

10.2 Land for Pumping Main Alignment The pumping main is proposed from the intake works located at Utlapalli to the proposed SST along the Venkatagiri - Naidupeta State Highway. lt is proposed to lay the pipeline along the RoW of the above highway. APIIC has submitted a request to the Roads and Buildings Department. Therefore there is no resettlement envisaged from the proposed pumping main ,. +

Page 10-55

lrr2 ( 10.3 Land for Construction Works

Around 1.08 acres of land is required for construction of lntake works near the proposed tapplng point near Utlapalli. The land is under the jurisdiction of the department of irrigations and advance position has been handed over to APllC. As per the records the land comes under papireddipalli village.

10.4 Consultation with Downstream Users

The water allocation for the Naidupeta lndustrial cluster has been provided by Government of Andhra Pradesh. Considering the fact that the allocation has been taken into consideration of all the upstream and downstream users, consultations are not applicable.

APIIC Ltd., Vijayawada +ry t-

Page 10-'l Annexure 1 - copy of GO issued by Government of Andhra Pradesh ,

"ei:vrn*urlur or nNonu PRADEsH UIATEB RESOURCES (RETORMS) DEPARTMENT

i"rerro. Nq.9a385lReror$9A2.120 15-;1' Patgd:"28- 1i;2015.

Sub:Water Resources Deptt. - Vizag - Chennai Industrial'Corridor Development f roiramrylglldCDP) - Development of Indusiiial Hub at MlnakJif?rear Naidupet, Nellore District - Permission to tap the ai,ocated water through Telugu Ganga near Utlampalli to ApUC - Accorded - Reg'

Ref:1)G.0,Ms.No.184, I&CAD(PW: Reforms) Departrnent, dated:0{.08.2007. 2) From the Director of Industries, A'P., Hyderabad, Lr'No'15/ ! / za I 7 L427, dated 27J.0.201 5. .t4 In the reference it! cited, Government have issued grdei's to allocate 1.00 TMc of water on proportionate basis of acreage uncel industriai projects taken up in Chlttoor and Nellore Districts as indicated by the APIIC. 2. In the reference 2E cited, the Director of Industries has requested the G6iemrn€nt ro accdrtj"permission to APITC to tap the . 'oiaiec water of 0.27 TMC from Telugu Ganga canal near Utlampalli vrriage of Nellore District, since the existlng lPlMs.eZ., Menakur is one of the identlfied Infrastructure Projects under Vizag - Chennai Industrial Corridor Development ProEramme (VCICDP). 3. Government after careful examination of the praposal hereby accord permission io Chief Engineer, NTR TGP., Tirupathi to release the allocated urater of 'Diitrict0.27 TMC from Telugu Ganga canal near Uilampalli Vi;iage of Nellore for use of the existing lilMStZ., Menaktjr rrhich is one of the identified tnfrastructure Projects under Vizag - Cheanai Industrial Corridor Development Programme (VCICDP), as i'ecomrnended by APIIC.

. Tr^.e Cnref Engineer, NTR TGP., Tirupathi is requested to take necessary action subject to avaiiability of 109o reserved water fcr industriai purpoS6,'

ADITYA NATH DAS, PRINCIPAL SECRETARY TO GOVERNMENT. To The Chief Engineer, NTR TGP., Tirupathi, ChiHoor District. The Vice Chairman & l.ianaging Director, APIIC Umited, Hyderalad. Coov to: The En gineer-i n-Chief(Irrigation ), Watgf. Resources Depaft rnent, ,alasoudha Buildlng, Errurn lulanzil, A.P., Hyderabad. -?5e I nd ustries & Commerce ( Infra)Department. Tre Director of Industries, Chirag Ali Lane, Ablds, A,P., Hyderabad. atJca

/IFORWAADEC:., aRDER/t . :l I #q,fe SECTIOIJ CFFI'FR

Page 1o-2

Lt9/ Annexure 2 - Gopy of Letter issued by Department of lrrigation

'GovERNM ENr or ir,i"or'rna pRADESH WATER RCSOURCES (REFORMS) DEPARTMENT

la e-r o. N o. 94 3 8 5 / Reform s./A 2./ 2Q15::1" Q9_r9d :.28- 1 1j?815.

Sub:water Resources Deptt, - Vizag - Chennai Industrial Corridor Develop.ment Programqg$CICDP) - Development of Industrial Hub at Menakuru near Naidupet, Nellore District - Permission to tap the ailocated water through Telugu Ganga near Utlampalli to APIIC - Accorded - Reg. Ref:1)G.O.Ms.No.184, I&CAD(PW:Reforms) Department, dated: C4.08.2007. 2) From the Director of l,ldustries, A.P., Hyderabad, Lr,No.15l t / 20 t 1427, datej 27J0. 20 1 5' .t4l In the reference 1'r cited, Government have issued orders to allocate 1.00 TMC of water on proportlonate basis of acreage under industrial projects taken up in Chlttoor and Nellore Districts as indicated by the APIIC.

2. In the reference 2d cited, the Director of Industries has rsqussted the G

3. Government after careful examinatlon of the proposal hereby accord permission to Chief Engineer, NTR TGp., Tirupathi to release the allocated water of 0,27 TMC from -T3lugu Ganga canal near Utlampa'lli Village oF Nellore District for use oi tie extsiing lp/trlSEZ,, iienakur which ,s one of the identified Inirastructure projects under Vizag - Ch€nnai Industrial Corridor Devetopment progrjmme (VClCDp), as iecommended by AplIC.

. The Chief Engineer, NTR TGp., Tirupathi is requested to take iecessary acfion subject ic avaitability of 10o/o reserved water for irdustiial purposE.

ADITYA NATH D}TS. PR]NC]PAL SECRETARY TO GOVERNM ENT,

The Chief Englneer, NTR TGp., Tirupathi. Chittoor District. The Vice Chairman & Managing Dlrector, AFIIC Limited, Hyderabad. es.ay-&r The Engineer-in-Chief(Irrigation), Witef. Resources Department, Jalasoudha Building, Errum Manzil, A.p., Hyderabad. .-rne industries & Commerce (lnfra)DepartmenL, The Drector of Industries, Chtrag Alt Lane, Abids, A.p,, Hyderabad,

/IFORWARDEC r: 8Y ORDER//

SECNON OFFI'FR

Page 1 0-3

APIia Ltd., Viiayawada q.,q, - Annexure 3 - Copy of Request letter submitted to R&B Department

R CHENCHAIAH . C}{IET ENGINEER I A*Hr,tffi To fhe Engineer-ln-Chief R&8, Administration & State Roads Room No; 1Ol. A-Block, Anjaneeya Towerl lbrahim Patoam, Vijayawadr- 5214S6 Lr.No CE-t/ApilC./ApB-WS/Ot/2014-15 pt:z).(8.201?

Sir.

Sub: Virag - Chennai lndustrial Corridor Development programme (VClCDp) - Development of lndustrial Hub at Meenakur, Near Neidupeta, SPSR Nellore Dist - PermisJion to lay the pipe line from Utlapalli to Menakuru along the RoW of the V€nkatatiri - Naidupeta State Hithway - Requested - Reg . *000t. Goyemrnent of Andhra Pradesh (GoAP) is in the process of developing vi:ag - Chennai lndustrial Corrijor with the Financial Assistance ofAsian Oevelopment Bank.

As a pan of the corridor development, GoAp is plannintto improvc the infrastructure to the lndustrial Areas locat€d along the corridor. As part of the infrastructure developmenq APIIC propose to darelop a bulk water system from Telugu Ganga Canal near Utlapalli to the lndustrialcluster located at Menakuru, Nailupeta Mandal, spsR Nellore Dist.

The proposel involves construction of intake lvorks at Utlapalli and laying ol pumping main from Utlapalli to Menakuru. The Proposed purnping main runs along Venkatagiri - Naidupeta road.

Govt of Andhra Pradesh accorded permission lo the Chaet Engineer. NTR, TGp Tinrpath, to release the allocated v.,ater of 0.27 TNiC from Teluguganga Canal, near utlampalli village of Nellore Oist for use of existin8 tp/MpSEZ, Meenakur as per the provisions of GO MS No 184, OT04.08.2m7.

APIIC is intended to take up the proposed pipe.line from Utlampalli lntake to sEZ at Meenakur along the Existing RoW of the Venkatagiri - Naidupeta state Highway a5 per the plan enclosed.

Hence it is requested to kinclly accord permission to APIIC for laying the proposed pipe line along the existing Royy' of Venkatagiri - ilaidupeta State Hithway so that to take up the work accordin3ly

Early action is solicited Yours faithfully,

Andhra Pradesh lndustrial lnfrastruclure Corporation Ltd., (Acovt. c{Aodhra Ptsdo$h Uftdrridainq) Rrgrr. Ofiic.: ' P*6r6m Btl6var'61h Floor. 5-9-5818. Faletl Msida'l Rcad. Ba6i?atagh. twerabad ' 5&? C04. lndta - corporar offici ; D.xo. isA-z+3,24. r* ,* Ro.d. raacfu.s coronv. v',,av.wed, s?e oca T"l,f$ffi;r1iil1".!.fxi";: #,$f,ncrvb

Page 10-4 Annexure 4- Water Availability in Kandaleru Reservoir for the last two years

APIIC Ltd., Vijayawada

Page 10-5 Reservoir" StoraEe wsr

R€PortB l craphical Rcports e nepons On Gis Y wekomel guest

sel*tProject:ffistartDate:or/or/2o15ffiendo"t".o4togl2o|7ff.rln"t,i*"

Data Availat Project Name KANDALERU(02 l2-KNDLR) Evaporation Total Level Capacity Inflow River Losses Date (Cusecs) (Cusecs) Outtlow (Feet) (rMc) (Cusecs) (cusecs) acusecs) 04-Setr 3.64 2000 215 0 10 28 0 0 253 )017 10:3: 191.48

03-Sep 0 10 0 0 28 233 )ot7 190.69 3.49 0 195

02-Sep 195 0 10 0 0 28 233 )ot7 190.79 3.5 0 01-Sep- 3.52 0 150 0 10 0 0 25 185 20t7 )9:5: 190.89

31-At€- 140 0 10 0 0 30 180 )or7 190.95 3.54 150 30-Au9- 190.95 3.54 0 150 0 10 0 0 3Z t92 20t7 2+Auq- 191.05 3.s6 150 260 0 10 0 0 30 300 20t7 28-Aug- 285 191.09 3.s6 0 240 0 10 0 0 35 20t7 27-Aug- 295 L91.22 3.s9 300 250 0 10 0 0 35 )n1 7

26-Aug- 79t.22 3.s9 0 2s5 0 10 0 0 35 300 20t7 25-Au9- 280 0 10 0 35 325 )o17 191.3s 3.61 300 24-Aug- 0 290 0 10 0 0 38 338 )o17 0:1 191.35 3.61 23-Ang- 328 0:4) 191.51 3.64 0 280 0 l0 0 0 38 2017 22-Atn- 313 191.68 3.68 150 265 0 10 0 0 3B 2017 21-Aug- 40 315 0..2'- tgt.74 3.69 0 26s 0 10 0 0 2011 2GAug- 315 191.87 3.7t 250 265 0 10 0 0 40 2017 19-Au9- 191.9r 3.72 0 230 0 10 0 0 45 285 20t7 18-Aug- 0 280 0 10 0 0 40 330 )017 )9:5 t92.M 3.74 17-Aug- 0 130 0 10 0 0 45 185 )o17 t0:05 192.2 3.78 15-Aug- 315 792.27 3.79 0 260 0 10 0 0 45 20t7 15-Au 310 )9'.47 192.43 0 260 0 10 0 0 40 201'.

14-Aug- 230 0 10 0 0 42 )ot7 Ls).s 3.8s 0

13-Aug- 0 10 0 0 42 282 )n1a 10:1: L92.69 3.87 0 230 12-Aw- 192.79 3.89 0 23s 0 10 0 0 40 285 )o17 11-Aug- 190 0 10 0 0 40 240 )n17 t92.96 3.92 0 10-Aug- 190 0 10 0 0 42 242 )417 193.05 3.94 0 09-Aug- 270 193.19 3.96 0 220 0 10 0 0 40 20t7

a,-r9 / 08-Au9- 193.32 3.99 0 190 0 10 0 0 4t 24t 20t7 07-Aug- 10:31 193.42 4.01 220 190 0 10 0 0 40 240 20t7 06-Au9- )9:2t t93.42 4.01 0 2t5 0 10 0 0 40 265 20t7 05-Aug- 19:5t 193.51 4.03 0 220 0 10 0 0 45 275 2017 04-Aug- 19:5. 193.6s 4.05 0 2t0 0 10 0 0 48 268 20t7 03-Aug- )nt7 10:2( t93.74 4.08 0 230 0 10 0 0 245 485 02-Aug- )117 193.87 4.t 0 23s 0 10 0 0 45 290 01-Aug- )n17 193.973 4.124 0 2t5 0 10 0 0 48 273 3I-JUF l0:4( 194.08 4.15 0 160 0 10 0 0 50 220 20t7 30-luF )ot7 194.77 4.17 0 210 0 10 0 0 50 270 29-.ruF t0:0( 194.3 4.2 0 175 0 10 0 0 52 237 20L7 28-JuF )ma t0:5S t94.4 4.22 0 230 0 10 0 0 51 291 27-)ul- )nl7 t0:0. 194.5 4.24 0 185 0 10 0 0 52 247 26-luF 10:01 r94.6 4.26 0 230 0 10 0 n 50 290

25-Jul- 194.73 4.29 0 23s 0 10 0 0 50 295 20t7 24-)ul )ot7 194.86 4.32 0 205 0 10 0 0 53 268 23-luF 194.96 4.34 0 205 0 10 0 0 273 2017 58 ?2-)uF 195.06 4.36 0 245 0 10 0 0 56 311 2017 Z1-JuF 20t7 195.19 4.38 0 240 0 10 0 0 55 305 20-JuF 195.32 4.47 0 225 0 10 0 0 2017 56 29r 19-JuF 195.42 4.43 0 250 0 10 0 0 56 316 2017 18-JuF 10:1€ 195.55 4.46 0 235 10 0 2017 0 0 55 300 17-JuF 09:5 195.65 4.48 0 235 0 10 0 0 2017 55 300 16-JuF 195.81 4.52 )/n17 0 0 10 0 0 55 300 15-Jul- 195.91 4.54 0 280 10 0 20t7 0 0 58 348 14-JuF 10:5{ ),96.07 )o17 4.58 0 248 0 10 0 0 62 320 13ruF )111 196.2 4.6 0 245 0 10 0 0 60 315 l2-JuF )r)l7 195.3 4.62 0 220 0 10 0 0 60 290 11-luF 196.43 4.65 0 22s 0 10 0 0 303 2017 68 10-JuF )9:1! 196.53 4.67 20t7 0 260 0 10 0 0 70 340 09-JUF )9:2( 196.7 4.tL 10 20t7 0 260 0 0 0 70 340 08-JuF t0:0r 196.83 4.74 0 215 0 10 0 0 72 297 2017 ot)ut- )9i21 196.93 4.76 0 225 0 10 0 0 75 310 2017 U6.JUF )9:2 197.02 20t7 4.78 0 145 0 10 0 0 228 05-lul- )9:21 197.72 4.81 ?o17 0 215 0 10 0 0 B1 306 fi-luF 197.25 4.84 0 198 2017 0 10 0 0 80 03-Jul- 1:5t 197.35 4.86 2017 0 220 0 10 0 0 BO 310 02-Jul- )nt 7 197.45 4.88 0 1m 0 10 0 0 85 285 01-Jul-. 197.58 4.92 0 230 0 10 0 0 80 320 ?017 3GJun- 20t7 197.68 4.94 0 300 0 10 0 0 80 390 197.81. 4.97 0

it #'^-Ia r-t0., iuay"*io, 29-lun-

28-lun- )nt7 10:1, 197.94 5.0 0 300 0 50 0 0 80 430 27-)un- )nl7 198.14 5.05 0 300 0 50 0 0 BO 430 26-Jun- 798.27 5.08 0 300 0 50 0 0 85 435

25-Jun- 198.44 5.17 0 0 0 50 0 0 80 130 20L7 l+Jun- 198.47 5.13 0 0 0 50 0 0 B5 135 2017 23-Jun- 20tl 10:1 198.s3 5.14 0 0 0 50 0 0 85 135 22-)un- 198.56 5.15 0 0 0 50 0 0 85 135 20t7 2l-Jun- 198.63 5.16 0 0 0 50 0 0 80 130 2017 2GJun- 198.67 5.t7 0 0 0 50 0 0 80 130 2017 1$Jun- s0 0 0 80 130 )n17 r98.73 5.19 0 0 0 18-Jun- 133 20tt $8.n 0 0 0 50 0 0 83 17-Jun- )9:1 198.83 5.2t 0 0 0 50 0 0 B5 135 2017 lGJun- 0 0 85 135 )017 t0:4; 198.93 0 0 0 50 1'Jun- 198.93 s.23 0 0 0 50 0 0 85 135 2017 1+Jun- 198.99 5.25 0 0 0 50 o 0 85 135 2017 13-Jun- 0 0 50 0 0 85 135 )o1 7 199.03 5.26 0 12-Jun- l9:1t 199.06 s.25 0 0 0 50 0 0 88 138 20t7 11-lun- 15 0 0 85 100 )o17 199.12 5.28 0 0 0 lGJun- )it7 199.15 s.29 0 0 0 15 0 0 85 100 09lun- )nl7 199.19 5.3 0 0 0 15 0 0 85 100 08-Jun- )it7 r99.22 0 0 0 15 0 0 B8 103

07-Jun- 103 )nla J9:2: r99.26 5.31 0 0 0 15 0 0 88

0GJun- r5 0 0 88 103 )n1a )9"2i 199.29 5.32 0 0 0 0tJun- 10 1 199.32 5.33 0 0 0 15 0 0 88 103 2017 0+Jun- 09:3: 199.39 5.34 0 0 0 15 0 0 B8 103 2017

0+.lun- 15 0 0 88 103 )ot7 09:29 t99.42 5.35 0 0 0 02-lun- 199.45 5.36 0 0 0 15 0 0 88 103 20r7 01-lun- 199.49 5.37 0 0 0 10 0 0 87 97 2017 31-May- 11:14 199.52 5.37 0 0 0 r0 0 0 85 95 2017 30-May- 199.55 5.38 0 10 10 10 0 0 85 115 20t7 29-May- 199.58 5.39 0 10 10 10 0 0 85 115 2017 28-May- 199.62 5.4 0 10 10 10 0 0 85 115 20t7 27-May- )9:1S 199.6s 5.4 0 10 10 10 0 0 85 115 20t7 26-May- 199.7t 5.42 0 10 10 10 0 0 B5 115

25-May- 199.75 5.43 0 10 10 10 0 0 85 115 2017 24-May- 10:01 199.78 5.44 0 10 10 10 0 0 85 115 20t7 23-May- 0 85 135 )ot7 199.81 5,44 0 10 30 10 0 22-$ay- 5.46 0 10 30 10 0 0 85 135 20r7 199.88 2l-May- 199.94 5.47 0 10 10 l0 0 0 B8 118 2017 199.98 5.48 0 10 0 0 88

Viiavawa'a A?IIC, Ltd., n-Y) "- 20-May- 20t7 I9-May- 1:15 200.04 5.5 0 10 10 10 0 0 B8 118 20t7 18-May- )n1a )9:1: 200.08 5.5 0 10 10 10 0 0 B8 118 17-May- )dt7 200.1 1 5.51 0 10 10 10 0 0 115 16-May- 200.17 5.53 0 10 10 10 0 0 85 115 2017 15-May- )o17 200.2 5.54 0 10 10 10 0 0 88 118 14-May- )n17 )9:2( 200.24 5.55 0 10 10 10 0 0 88 118 13-May- )9:2C 200,27 5.56 0 10 10 10 0 0 88 118 20t7 l2-May- \9:21 200.31 5.56 10 10 r0 0 U 85 115 2017 11-May- )n1 7 )9:3; 200.34 5.57 0 10 10 10 0 0 115 10-May- )nt7 10:1 200.37 5.58 0 10 10 10 0 0 88 118 09-May- 200.4 5.59 0 10 10 10 0 0 85 115 2017 08-May- )9:2, 200.47 5.61 0 10 50 10 0 0 88 158 20t7 07-May- 200.s 5.62 2017 19:l 0 10 50 100 0 0 88 248 06-May- 200.57 s.63 0 10 2017 50 100 0 0 85 245 i-May- 200.67 5.66 0 10 50 100 2017 0 0 85 245 04-May- )9:1( [email protected] 5.68 0 10 50 100 2017 0 0 85 245 03-May- 200.83 20t7 5.71 0 10 50 100 0 0 80 240 u2-May- 200.9 5.72 0 10 2017 50 100 0 0 80 240 01-May- 200.96 20t7 5.74 0 10 50 30 0 0 80 170 3o-Apr- )017 )9:1 201.03 5.76 0 10 50 30 0 0 90 180 29-Apr- )9:3< 201.06 5.77 0 2017 0 80 30 0 0 78 188 28-Apr 20r7 201.09 5.78 0 30 50 30 0 0 75 185 27-Apr )i1 a 201.16 5.79 0 60 40 30 0 0 75 205 26-Aqt- )0l7 l9:1! 20t.22 5.81 0 60 40 30 0 0 75 205 2s-Apr- )r}17 20t.29 5.83 0 60 25 30 0 0 78 193 24-AAr- )017 201.36 s.85 0 60 25 30 0 0 80 195 23-lpr )i1a 19:1! 201.45 5.87 0 60 25 30 0 0 78 193 22-Apr )9:11 20L.52 5.89 0 2017 60 25 30 0 0 190 21-Apr- 20r.55 2017 5.9 0 60 5 30 0 0 75 170 20-Apr- )9:14 201.62 20t7 5.92 0 60 5 30 0 0 75 170 1g-Apr- )n17 )9:2e 201.65 5.93 0 35 5 40 0 0 77 r57 18-&r- )n17 20r.72 5.94 0 35 5 50 0 0 75 165 !7-Apr )fr17 l9:11 201.75 5.95 0 35 5 50 0 0 75 165 16-Apr- )11a 19:1( 201.81 5.97 0 35 5 7 0 U 78 15-Apr )i17 )9:4i 201.88 5.99 0 35 5 7 0 0 78 125 14-Apr- )017 201.91 6.0 0 35 5 7 0 0 BO 127 13-Apr- )llt7 201.95 6.0 0 5 5 7 0 0 80 97 L2-Apt- )n1a 202.01 6.02 0 5 5 7 0 0 82 99 11-Apr- 202.01 6.02 0 20L7 15 5 7 0 0 BO 107 .04 6.03 0 15 5 0 0 80 107

t- ., 10-Apr- 2017 09-Apr- l9:1! 202.07 6.04 0 40 5 7 0 0 a2 134 2017 08-Apr- 202.18 6.06 0 40 5 7 0 0 85 L37 2017 07-Ap? t37 1il7 202.2t 6.O7 0 40 5 7 0 0 06-Apr- 202.24 6.08 0 40 5 7 0 0 85 137 20t7 19:1( 05-Apr 7 0 0 85 L37 )01a l9:1! 202.27 6.09 0 40 5 04-Apr- 202.3r 6.1 0 40 5 7 0 0 B5 137 20L7 03-Apr- 7 0 0 84 136 )n17 l9:1( 202.34 6.11 0 40 5 02-Apr- l9:3t 202.37 6.12 0 40 5 7 0 0 85 1,37 2017 01-Apr- 202.44 6.L4 0 40 5 7 0 0 85 t37 20t7 3l-Mar- 202.47 6.15 20 5 7 0 0 85 tt7 3GMar- 202.54 6.16 0 20 5 7 0 0 B8 120 2017 2*Mar- 202.57 6.\7 0 20 5 7 0 0 90 122 2017 2&Mar- 0 0 90 122 )o11 202.6 6.18 0 20 5 7 27-Mar 1:1: 202.4 5.19 0 20 5 7 0 0 95 r27 2017 2GMar- 11:2t 202.67 6.2 0 20 5 7 0 0 96 128 20t1 25-Mar- !i4( 202.73 6.22 0 20 5 7 0 0 90 122 2017 2+Mar 7:2t 202.n 6.22 0 245 5 7 0 0 95 352 20t7 23.Mar- 0 98 370 )nl7 l1:2: 202.86 6.25 0 2@ 5 7 0

22-Mar- 270 5 7 0 0 95 377 )il7 l0:2) 203.0 6.29 0 21-Mar- 0 0 0 95 365 )i17 )9:11 203.09 5.31 0 270 0 2GMar- 203.23 6.35 0 295 0 200 0 0 95 590 20t7 1*Mar- 0 200 0 0 a7 607 )it1 19:4 203.42 6.4 0 320 18-Mar- 635 )ita 203.62 6.46 0 345 0 200 0 0 90 17-Mar 0 370 0 200 0 0 89 659 )017 \9i21 203.78 6.51 lGMar- 685 203.98 5.56 0 395 0 200 0 0 90 2017 7t8 ltMar- 204.18 6.62 0 420 0 200 0 0 98 20t7 1+Mar- 95 745 )9:11 2M.41 6.59 0 450 0 200 0 0

13-Mar- 758 10:52 2M.6 6.75 0 460 0 200 0 0 98 20t7 12-Mar- 0 0 95 775 )nla t0:3: 204.83 6.81 0 480 0 200 11-Mar- 826 205.06 6.88 0 s30 0 200 0 0 96 )lt 7 lGMar- 200 0 0 97 977 )nl7 205.29 6.95 0 s30 150 09Mar 975 205.59 7.O3 0 530 150 200 0 0 95 20t7 08-Mar- 975 205.88 7.12 0 530 150 200 0 0 95 20t7 07-Mar 1015 206.18 7.27 15 580 150 200 0 0 85 0GMar- t072 206.47 7.29 30 630 150 200 0 0 92 20L7 05-Mar- 1128 206.77 7.38 680 150 200 0 0 98 2017 0+Mar- 1170 207.06 7.48 120 730 150 200 0 0 90

03-Mar- r20z 207.33 7.s6 L7S 7s5 150 200 0 0 97 20t7 02-Mar- 207.59 7.65 225 780 150 200 0 0 98 1228 20t7 207.85 7.73 830 150 0 95 t275

Vilivawaaa APIIt, Ltd., E'y{ 01-Mar-

28-Feb- 208.15 7.83 150 200 0 0 90 1320 )nl 7 )9:2. 325 880 27-Feb- 208.41 7.9t 400 930 150 200 0 0 98 1378 20t7 2GFeb- )n17 19:1 208.67 8.0 475 95s 150 200 0 0 95 1400 25-Feb- 208.9 8.07 1010 150 200 0 0 95 1455 20t7 2+teV 209.16 8.16 625 1080 150 200 0 0 91 1521 2017 23-Fetr 209.39 8.23 6s0 1155 100 200 0 0 98 1553 2017 22-Feb- )9:!t 209.66 8.31 745 1255 200 10 0 0 92 t557 20t7 21-Fetr 209.87 8.39 860 1280 10 200 0 0 94 1584 20t7 2GFeb- )ot7 210.05 8.44 970 1305 10 200 0 0 94 1609 19Feb- 210.21 8.5 1025 1330 10 200 0 0 90 1530 l&Feb- )i1a )9:1( 210.34 8.55 1075 1395 10 200 0 0 95 1700 17-FeF 210.51 8.61 It75 t420 10 200 0 0 9Z t722 20t7 1GFetr )9:2 2t0.64 8.65 13s0 1500 10 10 0 0 93 1613 2017 15-Feb- 10:21 2t0.7t 8.68 1460 1500 10 10 0 0 94 1614 2017 r+Feb- 2t0.74 8.69 1500 1500 10 10 0 0 97 t6t7 20t7 13-Feb- )9:1t 2t0.78 8.7 1620 1500 10 10 0 0 95 1615 20t7 12-Feb- 2t0,78 8.7 1835 t440 10 10 0 0 99 1559 201,7 11-Feb- 210.7t 8.68 1860 1465 10 10 0 0 97 1582 20t7 1GFets 0 0 99 1534 ?nl7 )9:1 2t0.@ 8.6s 2020 1415 10 10 09.Feb- 210.51 8.61 2610 1390 10 10 0 0 99 1509 0&Fetr 210.25 8.51 1270 1290 10 10 0 0 99 1409 20t7 07-FeS 210.28 8.53 0 1540 10 10 0 0 98 1658 20t7 0GFetr 1540 10 10 0 0 99 1659 )017 210.67 8.66 0 05-Feb-. ztt,07 8.8 0 1740 10 10 0 0 99 1859 2017 04-Feb- 211.53 8.97 0 1740 10 10 0 0 98 1858 2017 0+Feb- 211.99 9.13 0 t740 10 10 0 0 99 1859 20t7 02-Fets 212.44 9.29 0 1740 200 200 0 0 99 2239 20t7 01-Feb- 213.0 9.49 0 t740 200 200 0 0 98 2238 20t7 31-lan- 213.53 9.68 0 L730 200 200 0 0 98 2224 20t7 3o-lan- 2t4.02 oa7 0 1730 200 200 0 0 99 2229 )t)17 )9:1 29-)an- 214.51 10.07 0 L730 200 200 0 0 98 2228 20t7 28-lan- 215.0 10.26 0 t730 200 200 0 0 99 2229 2017 27-)an- )9:4 215.5 10.45 0 1730 120 150 0 0 99 2099 )017 26-Jan- 2 15.96 10.63 0 1730 120 150 0 0 98 2098

25-Jan- 216.42 10.81 0 t730 120 0 0 99 2099 2+)an- )9:1 216.87 11.0 0 1730 120 150 0 0 98 2098 2017 23-Jan- 2L7.27 11 t7 0 1730 120 150 0 0 99 2099 22-lan- 2t7.73 rL37 0 1730 120 150 0 0 98 2098 2017 2l-)an- 2098 )nt7 )9:1t 218.12 11.54 0 1730 120 150 0 0 98 11. 1 t20 150 0 2099

APIIa Ltd., Viiayawada Iry- 2o-Jan- 20L7 19-Jan- 218.97 11.9 0 1730 t20 150 20L7 0 0 99 2099 18-Jan- 219.4 12.09 0 1730 t20 150 20t7 0 0 98 2098 17-lan- )d11 219.83 t2.27 0 1530 200 150 0 0 98 1978 16-Jan- )8:55 220.19 72.44 20t7 0 1530 200 150 0 0 98 1978 15-lan- 220.52 !2.6 0 1530 200 201,7 150 0 0 97 7977 14-Jan- )ot7 )9:1 220.88 12.77 0 1530 200 150 0 0 97 1977 13-Jan- )n17 221.24 12.95 0 1200 200 150 0 0 97 t647 12-Jan- )n17 )9'.2t 22r.53 13.09 0 1200 200 150 0 0 98 1648 1l-Jan- )o17 221.86 t3.24 0 1200 200 150 0 0 98 1648 lGJan- )9:1 222.12 13.37 0 900 100 100 0 0 99 1199 oHan- )017 )9:1! 222.3s 13.48 0 20 10 10 0 0 99 139 08-lan- )ot7 )9:1! 222.39 13.5 0 20 10 10 U 0 98 138 07-Jan- )n17 222.39 13.5 0 20 10 10 0 0 98 138 o&Jan- )017 222.42 13.51 0 20 10 10 0 0 98 138 0Han- 222.45 13.53 0 20 10 10 2017 0 0 99 139 04-Jan- 222.52 2017 13.56 0 20 10 10 0 0 98 03-Jan- 222.52 13.56 0 20 10 2017 10 0 0 98 138 u2-Jan- 20t7 222.55 13.57 0 20 10 10 0 0 99 139 01-Jan- 20t7 222.58 13.59 0 20 10 10 0 0 98 138 31-Dec- ,ol ( 222.62 13.61 0 20 20 10 0 0 99 149 3GDec- 222.@ 13.62 0 2016 20 20 10 0 0 99 t49 2+Dec- )n1 E 222.68 L3.64 0 20 20 10 0 0 98 148 28-Dec- )nl 6 222.68 13.64 0 20 20 10 0 0 98 148 27-Dec- )o16 222.71 13.55 0 20 20 10 0 0 97 t47 2GDec- 222.75 13.67 0 20 2016 20 10 0 0 98 148 2tDec- l0:2t 222.78 13.68 20r 6 0 20 20 10 0 0 96 L46 24-Dec- )i1R 222.8r 8.7 0 20 20 10 0 0 97 t47 23-Dec- l9:54 222.81 )nt R 13.7 0 20 20 10 0 0 96 146 22-Dec- ,or 6 222.45 L3.72 0 20 20 10 0 0 95 145 21-Dec- 222.88 )n1 6 13.73 0 40 10 10 0 0 94 154 2trDec- )ot6 222.9r 13.75 0 40 10 10 0 0 92 152 rlDec- 20t6 )9ilt 222.94 L3.76 0 40 10 10 0 0 90 150 18-Dec- ?nr 6 222.98 13.77 0 40 10 10 0 0 90 150 17-Dec- )n1 a 222.98 L3.77 0 40 10 10 0 0 90 150 1&D€C- 223.0L 13.79 0 60 2015 10 10 0 0 95 t75 r5-Dec- )n1 A 223.04 13.81 0 60 10 10 0 0 90 170 14-D€c- ,nt ( 223.tI 13.84 0 60 10 10 0 0 85 165 13-Dec- )n1e 223.14 13.86 7165 60 10 10 0 0 85 165 12-Dec- )nr ( 221.8 13.21 0 110 20 10 0 0 90 230

221.86 13. 1210 200 0 0 95 1605

APIIC Ltd., Vi!ayawada v{, f 11-Dec-

1GD(- 222.t6 13.39 0 t7t0 200 100 0 0 96 2106 2016 09Dec- )9:2, 222.55 t3.57 0 1705 200 100 0 0 97 2102 2016 08-Dec- t3.76 L705 200 100 0 0 96 2101 ,or 6 l8:5, 222.94 0 07-Dec- 223.44 14.01 0 1705 200 100 0 0 96 2t07 2016 0GDec- 0 0 95 2100 )o16 )9:3 223.93 14.28 0 1705 200 100

0'Dtr- 0 0 95 2100 )n16 224.42 14.54 0 1705 200 100 04-Dec- 224.9r 14.8 0 1705 150 150 0 0 95 2101 2016 03-Dec- l8:4( 225.24 14.97 0 1705 150 150 0 0 95 2100 2016 02-Dec- 1 1705 150 150 0 0 95 2100 ,nt 6 225.5 15.1 0 01-D€c- 10:01 225.67 L5.2 0 1705 150 150 0 0 98 2L03 ,nl 6 3GNov- 19:1! ?26.03 15.39 0 1705 150 150 0 0 99 2t04 )i1 A 29-Nov- l8:5; 226.39 15.58 0 1705 150 150 0 0 99 2t04 2015 28-Nov- 226.75 t5.79 0 1705 150 150 0 0 98 2103

27-Nov- ,nr6 227.05 15.96 0 1705 100 200 0 0 99 2t04 2&Nov- ,ot6 l9:1 227.34 16.14 0 1705 70 250 0 0 98 2t23 25-Nov- 16.31 1705 70 250 98 2L23 20r 6 )9:1! 227.U 0 0 24-Nov- ,nl6 228.0 16.52 0 1720 70 250 0 0 99 2139 2J-Nov- 228.29 16.69 0 L7Z0 50 250 0 0 98 2118 2016 22-NOv- 228.45 76.79 0 lTzo 50 250 0 0 98 2118 2016 1-Nov- 228.62 15.89 0 1720 200 200 0 0 99 2219

2GNov- 10:11 228.72 16.94 0 t720 200 200 0 0 99 2219 2015 19Nov- )9:1t 229.05 t7.L4 200 0 0 2214 20r6 0 t720 200 94 1&Nov- ?or A l9:51 229.38 17.33 0 1720 200 200 0 0 95 22L5 17-Nov- ,nt 6 229.7 t7,52 0 t720 200 200 0 0 96 2216 lGNov- 230.0 1965 )n1 6 t7.71 0 1520 200 150 0 0 95 15-Nov- 230.29 17.89 0 1520 200 150 0 0 95 1965 2016 l4-Nov- ,nt4 230.62 18.1 0 1520 200 100 0 0 94 1914 13-Nov- 230.92 18.28 0 1520 200 100 0 0 96 1916 2016 12-Nov- ?nt 6 23t.ZL r8.47 0 1520 200 100 0 0 95 1915 11-Nov- ,nl6 23t.54 18.67 0 1000 200 100 0 0 98 1398 10-Nov- 09:3: 23t.77 18.81 0 1000 200 100 0 0 95 1395 2016 09-Nov- 23t.97 18.94 0 200 0 100 0 0 95 395

08-Nov- )o1A 19:1 ?32.0 18.96 0 0 200 100 0 0 98 398 07-Nor- )nlA 232.O7 19.0 0 0 250 100 0 0 98 448 06-Nov- 10:0! 19.04 100 0 949 )n1 6 232.t3 0 500 250 0 99 05-NoY- )o16 232.26 19.12 0 s00 250 100 0 0 98 948 04-Nov- 232.39 )n1 6 19.2 0 800 200 100 0 0 92 lt92 03-Nov- )ot 6 19:1 232.s6 19.31 0 800 200 100 0 0 92 1192 02-Nov- 232.72 19.41 0 800 200 100 0 0 92 1192 2015

1 0 1300 200 1696

4.. i, APIIC Ltd., Vijayawada tty -- 01-Nov-

31-Oct- 233.L2 79.67 0 1300 100 100 0 0 85 1586 )o1 6 30-Oct- 233.31 19.8 0 1300 50 50 0 0 85 1485

29-Oct- )ot6 l0:0, 233.5t 19.93 0 1000 0 10 0 0 90 1100 28-Oct- 233.67 20.04 0 1000 0 l0 0 0 95 1105 2016 27-Ocl- 233.8 20.13 0 1000 0 7 0 0 87 1094 2016 26-Oct- 233.94 20.22 0 1000 0 7 0 0 88 1095 701 5 25-Oct- 20.33 1094 ,o1 6 t0:0, 234.t 0 1000 0 7 0 0 87 2+Oct- )ot6 )9:41 234.26 20.44 0 1000 0 7 0 0 85 1092 23-ft- )o16 234.4 20.s3 0 1000 0 7 0 0 86 1093 22-Oct- )i1a )9:01 234.6 20.64 0 1000 0 7 0 0 85 1092 21-ft- ,nr ( 234.76 20.77 0 900 0 7 0 0 86 993 2o-Oct- ,nl 6 234.92 20.88 0 800 0 7 0 0 85 892 1+Oct- ?nt 6 235.08 20.99 0 700 0 7 0 0 85 792 18-Oct- 21.1 7 0 695 ?ot 6 235.25 0 600 0 0 88 17-G- 0 7 0 85 592 )nr 6 235.4r2 2t.21 0 500 lGOct- )m6 235.58 2t.32 0 500 0 7 0 0 82 589 1to€t- 235.7 2t.41 0 500 0 7 0 0 80 587 )ot 6 1+Oct- 235.87 21.s 18 0 s00 0 7 0 0 87 594 ,nt 6 13-Oct- 235.97 21.58 0 200 0 7 0 0 90 297 )o1 6 12-ft- 236.U 21.63 0 200 0 7 0 0 85 292 ?o't 6

1 l-Oct- 236.07 21.65 0 200 0 7 0 0 B6 293 20t6 lGOct- 236.13 21.69 0 30 0 7 0 0 85 122 2016 09-Oct- 236.16 2t.72 0 30 0 7 0 0 88 1,25 ,01 6 08-Oct- l:12 236.79 2t.738 0 30 0 7 0 0 98 135 2016 07-Oct- )9:44 236.23 2t.76 0 30 0 7 0 0 98 135 2016 06-Oct- 236.27 2t.78 0 30 0 7 0 0 96 133 )nl A 05-Oct- 21.81 0 30 0 7 0 0 97 84 ,nr 6 236.3 0+O€t- 236.33 21.83 0 30 0 7 0 0 98 135 )nl 6 03-Oct- 236.36 21.86 0 30 0 7 0 0 98 135 2016 02-Oct- 236.4 2 1.88 0 30 0 7 0 0 98 135 701 6 0l-oct- 236.43 21.9 0 30 0 7 0 0 97 134 2015 3GSep 1:0i 236.46 21.93 0 30 0 7 0 0 99 136 20r6 29Setr 236.49 2r.95 0 90 25 40 0 0 97 252 2016 28-SeF 236.56 22.0 0 90 25 40 0 0 98 253 2015 27-SeF ti.)6 236.s9 22.02 0 90 25 40 0 0 97 252 2016 26-5etr 236.66 22.07 0 90 25 40 0 0 96 25t ?nl 6 25-Sep- 236.69 22.L 0 90 25 40 0 0 98 253 2+SeP t0:3 236.76 22.t4 0 90 25 40 0 0 95 2s0 2016 23-Sep 236.79 22.17 0 90 25 40 0 0 93 248 2016 0 92 247

cr1ffiq-:l iii.,' VtlaYawaa" g p9,rrer\c 22-Sep

21-sep- )9:3t 236.89 22.24 0 90 25 40 0 0 B8 701 6 20-Sep- l9:0: 236.92 22.26 0 90 25 40 0 0 91 246 20L6 19-Seh 236.9s 22.29 0 90 40 0 0 95 250 ?o16 18-Sep 237.02 22.33 0 90 25 40 0 0 98 253 2016 17-sep 237.05 22.36 0 90 25 40 0 0 93 248 16-Sep 237.12 22.4t 0 90 25 40 0 0 95 250 2015 15-Setr 237.t5 22.43 0 90 25 40 0 0 94 249 2016 14-Setr 237.18 22.45 0 90 25 40 0 0 93 248 2016 13-Setr 22.48 80 25 25 0 0 98 228 ,nt 6 237.22 0 12-S€p 7 0 0 95 t32 )o16 237.2s 22.5 0 30 0 11-Sep t0:1a 237.31 22.55 0 30 0 7 0 0 92 129 2016 10-Sep 127 ,nr 6 237.31 22.55 0 30 0 7 0 0 90 09-5€tr )) \a 30 7 0 0 97 134 )i1 A 237.35 0 0 08-Setr 153 ,ot 6 237.38 22.6 0 30 0 25 0 0 98 07-S€p 0 105 485 )or 6 237.4t 22.62 0 330 25 25 0 06-Sep 237.51 22.69 0 330 25 25 0 0 100 480 )o1 6 05-Sep 25 0 0 9b 446 20t6 237.58 22.74 0 300 25 w-5eP 10:3: 237.64 22.79 0 300 25 25 0 0 98 448 2016 03-setr 10:0: 237.68 22.8t 0 300 25 25 0 0 95 445 20r6 02-5ep 10:1 237.7r 22.84 0 300 25 25 0 0 97 447 201 5 01-5ep l9:4{ 237.74 22.86 0 300 25 25 0 0 95 445 2016 31-Aug- 540 20r6 237.77 22.88 0 300 50 100 0 0 90 3GAug- 237.81 22.9L 0 300 50 100 95 545 701 6 0 0 29Aug- )o16 )9:2: 237.84 22.93 0 300 50 100 0 0 90 540 28-A€- 237.91 22.98 250 100 85 485 70r 6 )9:2. 0 50 0 0 27-Nr€- )m6 10:1 237.94 23.0 0 2s0 50 100 0 0 80 480 26-Aug- 238.0 23.05 0 350 100 150 0 0 100 700

25-Aug- 238.07 23.1 0 350 100 150 0 0 120 720 2016 24-AL€- 695 20t6 238.17 23.17 0 3s0 100 150 0 0 95 23-Au9- 105 655 ,nr 6 238.23 23.22 0 350 100 100 0 0 22-A'r9- )9:1 238.35 23.3t 0 3s0 100 100 0 0 110 660 2016 21-Aug- 100 650 ,nl 6 238.43 23.36 0 350 100 100 0 0 2o-Aug- ?nr6 238.5 23.41 0 350 50 50 0 0 105 555 19-Aug- )nlA 238.56 23.46 0 280 50 50 0 0 90 470 18-Au9- 433 )o16 t0:4! 238.63 23.s1 0 280 50 30 0 0 73 17-Au9- )ot6 238.66 23.s3 0 230 20 30 0 0 70 350 16-Aug- 90 3s5 ,nr 6 238.69 23.55 0 230 5 30 0 0 1s-Aug- 238.73 23.58 0 230 5 30 0 0 98 363 ,nr A 14-Aug- n.n 238.79 23.63 0 230 5 30 0 0 102 367 701 6 1: 7 0 0 115 380

Ltd', VilaYawada \ ,- AnJIC 13-Aug-

12-Aug- 432 t0:0! 238.96 23.74 0 280 7 0 0 140 2016

1l-Aug- 280 5 7 0 0 160 452 ,nr a 239.02 23.79 0 10-Aug- 369 t0:0( 239.09 23.8 0 150 0 37 0 0 t82

09-Au9- 367 239.15 23.8 0 150 0 0 0 180 2016 08-Aug- 377 10:1: 239.22 23.83 0 150 0 0 0 190 2016 07-Aug- 180 267 lO:22 239.28 23.9 0 50 0 0 0

05-Aug- 0 0 37 0 0 180 2r7 )o15 19:31 239.32 23.93 0 05-Aug- 202 239.35 23.97 0 0 0 37 0 0 165 ,nr 6 10:1 04-AW- t97 239.35 23.97 0 0 0 0 0 160 )nl 6 03-Aug. 0 37 0 \70 207 )ot6 t9'.21 239.38 24.Ot 0 0 02-44- 160 1,97 )9:2 239.38 24.01 0 0 0 37 0 0 2016 01-Aug- 220 239.41 24.O5 0 0 0 37 0 0 183 ,nl 6 1.0:05

31-JuF 0 37 0 190 227 ,nr6 239.41 24.O5 0 0 30-luF 223 239.45 24.09 0 0 0 37 0 0 186 2016 29-lul- 227 239.45 24.O9 0 0 0 0 0 190 2016 28-Jul- 180 2L7 19:5 239.48 24.t2 0 0 0 0 0 2016 27-Jul 185 222 239.48 24.12 0 0 0 0 0 2016 zb.JUF 180 287 239.51 24.r5 0 20 50 37 0 0 2016 25-JuF 277 l9:5: 239.55 24.18 0 20 50 37 0 0 t70 2016 24-)uL 292 24.2 0 20 50 37 0 0 185 ,nt 6 239.s8 23-luF 272 239.4 24.25 0 20 30 37 0 0 185 2016 22-)ul 0 190 .0:11 239.68 24.28 0 20 30 0 2016 21-luF 187 274 239.74 24.33 0 20 30 0 0

2GJUF 272 )o'2 239.81 24.38 0 20 30 37 0 0 185 ,nr 6 19-JuF 188 275 239.84 24.4t 0 20 30 0 0 2016 18-Jul- 175 262 19:2 239.87 24.43 0 20 30 37 0 0 2016 17-JuF 272 24.46 0 20 30 37 0 0 185 ,015 L0:5r 239.91 16-luF 186 263 l9:31 239.97 24.51 0 20 30 27 0 0 2016 15-lul- t70 330 l9:3; 240.04 24.56 0 120 20 20 0 0 2016 14-JuF 314 240.1 24.6r 0 120 20 7 0 0 t67 ,nl 6 l9:1 13-JuF 312 240.17 24.66 0 120 20 7 0 0 165 2016 12-Jul- 307 240.23 24.7L 0 120 20 7 0 0 160 2016 11-JuF 302 240.27 24.74 0 120 20 7 0 0 155 20t 6 10-JuF 0 120 20 7 0 0 150 297 )n16 240.33 24.79 09-JuF 150 297 1:14 240.37 24.92 0 120 20 7 0 0 2016 08-lul- 145 292 )9:11 240.4 24.84 0 120 20 7 0 0 2015 07-luF 24.87 0 120 20 7 0 0 140 287 )nl 6 240.43 06-lul- 24.89 0 120 20 7 0 0 145 292 ,nr 6 240.46

05-luF 0 7 0 0 145 192 )n1A 240.5 24.92 0 240.5 20 7 0 140 187

iEifr-eer-r ., tilaYrwao'

/ 04-Jul- 2016 03-JuF 240.53 24.94 0 20 20 7 2016 0 0 145 192 02-JuF ?o1A 240.56 24.97 0 20 20 7 0 0 140 !87 01-Jul- )01 6 240.6 25.0 0 200 0 7 0 0 130 337 3GJun- 20t6 240.63 25.02 0 200 0 7 0 0 130 337 29Jun- 240.69 25.07 0 2016 26s 35 7 0 0 130 437 28-Jun- t0:0( 240.79 25.15 0 265 2016 35 7 0 0 140 447 27-Jun- )9:5 240.86 25,2 2016 0 265 35 7 0 0 140 447 2&Jun- 240.92 25.25 0 2016 265 35 7 0 0 135 442 25-Jun- )nl 6 241.02 25.33 0 265 35 7 0 0 140 447 2+Jun- 19:L 241.09 25.38 0 265 35 7 0 0 145 452 23-Jun- 20t6 z4t.L5 25.43 0 225 25 7 0 0 140 397 22-Jun- )9:1 24t.22 2016 25.48 0 225 25 7 0 0 145 402 21-Jun- ?nl 6 24t.28 25.53 0 22s 25 30 0 0 140 420 2GJun- )61 A 241.35 25.s8 0 225 25 30 0 0 t40 420 19Jun- 7nr6 241.42 25.64 0 t75 25 20 0 0 130 350 18-lun- )9:1 247.45 25.66 0 175 25 20 0 0 135 355 17-Jun- 24t-4A 25.69 0 2016 t75 25 20 0 0 140 360 16-Jun- 241.51 25.71 2016 0 140 10 20 0 0 145 315 15-Jun- ,ot ( 241.58 25.74 0 90 20 20 0 0 140 270 l+Jun- )9:2 24t.61 ,nlA 25.79 0 90 20 20 0 0 150 280 13-Jun- 241.65 2016 25.81 0 90 20 20 0 0 140 270 12-lun- )9:35 24L.65 )01 6 25.81 0 90 20 20 0 0 135 265 1l-Jun- 19:1: 241.68 )nt6 25.84 0 90 20 z0 0 0 135 265 lGJun- 241.7t )n1 6 25.87 0 90 20 20 0 0 130 260 o}]un- )9:11 241.74 25.89 2016 0 t25 25 20 0 0 135 305 08-Jun- 241.78 25.92 2016 0 200 15 20 0 0 130 365 07-Jun- 241.81 ,n1 A 25.94 0 200 15 50 0 0 135 400 06-lun- )9:3€ 24L.84 2016 25.97 0 200 15 50 0 0 140 405 05--lun- 11:0: 241.9t )nlt 26.02 0 200 15 50 0 0 155 420 04-Jun- 11:1 247-94 701 6 25.05 0 200 15 50 0 0 170 435 03-Jun- )9:51 241.97 )n1 R 26.07 0 200 15 7 0 0 165 387 02-Jun- )nl 6 242.04 26.72 0 200 15 7 0 0 159 381 01-Jun- )nl6 242.07 26.15 0 200 15 7 0 0 144 366 31-May- 19:1C )o1 6 242.t 26.t7 0 200 15 7 0 0 130 30-May- )o1 6 l9:3. 242.t4 26.2 0 200 15 7 0 0 135 357 29-May- 242.17 26.22 2016 0 200 0 7 0 0 155 362 28-May- 242.24 26.28 2016 0 200 0 7 0 0 120 27-May- )n1R 242.27 26.3 0 150 0 7 0 0 112 269

242.3 26.33 2016 0 150 0 7 0 0 109 266 .33 26.35 0 0 7 0 102 209

(!,APIIa Ltd., Vijayawada - 25-May-

24-May- 0 7 0 0 99 156 )o16 )8:54 242.33 26.35 0 50 23-May- 242.37 26.38 0 50 0 7 0 0 85 142 ,o1 6 22-May. 242.37 26.38 0 50 0 7 0 0 67 L24 )nl 6 21-May- r n.?c 242.4 26.4 0 50 0 7 0 0 90 ,ol 6 20-May- 18 1.0:0, 242.4 26.4 370 50 0 7 0 0 2t ,nl 6 19-May- 73 242.37 26.38 3250 50 0 7 0 0 16

18-May- L0i2z 242,01 zb.1 0 300 0 7 0 0 44 351 ?o16 L7-May- 242.M 26.72 0 300 0 7 0 0 127 434 ,nt 6 16-May- 242.1 26.L7 0 400 0 7 0 0 131 538 ?or 6

15-May- 0 7 0 0 129 536 ,ol6 242.t7 26.22 0 400 14-May- 209 242.24 26.28 0 60 0 7 0 0 142 2016 13-May- 60 0 7 0 0 40 r07 ,nr ( 09:2( 242.24 26.28 0 12-May- 202 26.3 0 60 0 7 0 0 135 ,nl 6 )9:19 242.27

10-May- 60 0 7 0 0 130 t97 ?ot6 242.3 26.33 0 9-May- 0 t23 190 )9:1 242.33 26.35 0 60 0 7 0 2016 08-May- 0 r25 t92 242.33 26.35 0 60 0 7 0 2016 07-May- 0 120 t87 242.37 26.38 0 60 0 7 2016 06-May- 0 t23 190 1:3! 242.4 26.4 0 60 0 7 0 ?o16 05-May- 0 120 L87 l0:1 242.43 26.43 0 60 0 7 0 )n1 6 04-May- 0 116 183 242.43 26.43 0 60 0 7 0 2016 03-May- 0 0 129 196 )8:5 242.47 26.45 0 60 0 7 2016 02-May- 0 t44 21t 242.47 26.45 0 60 0 7 0 2015 01-May- 0 0 193 260 )9:1 242.5 26.48 0 60 0 7 7015 30-Apr 0 221 288 242.53 26.51 0 60 0 7 0 2016 29-P,pt- 0 157 279 11:01 242.56 26.53 0 115 0 7 0 2016 28-Apr- 0 126 248 242.6 26.56 0 115 0 7 0 2015 27-lpr 0 0 91 213 ,nt( lo.l 242,63 26.s8 0 115 0 7 89 211 26-Apr 26.58 0 115 0 7 0 0 ,nr 6 09:1: 242.63 25-l'pr 0 a7 209 )9:1( 242.66 26.61 0 115 0 7 0 2016 24-AOr 90 212 26.66 0 115 0 7 0 0 )o16 242.73 23-Apr 0 92 2r4 242.73 26.66 0 115 0 7 0 2016 22-Apr 0 90 242.76 26.69 0 115 0 7 0 2016

21-Apr 115 0 7 0 0 89 2tt )n16 19:1 242.76 26.69 0 209 20-Apr 26.7t 0 115 0 7 0 0 87 ,nr 6 l8:5t 242.79 19-Apr- B6 198 242.79 26.7t 0 105 0 7 0 0 ,or 5 18-Apr 0 84 206 )9:1 242.83 26.74 0 115 0 7 0 znr 6 17-Apt- 0 85 207 242.86 26.77 0 115 0 7 0 )o1 6 16-Apr- 0 81 303 )9:1 242.86 26.77 0 215 0 7 0 2016 302 15-Apr- 0 215 0 7 0 0 BO )o16 242.89 26.79 26.82 0 2 0 0 0 t8

ng -1 w{APIIC Ltd., Vijayawada 14-Apr-

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30.82 0 1640 0 7 150 0 1

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03-FeE 252.6 35.36 0 840 0 7 100 0 144 1091 2016 02-t-eb- 252.7 35.46 0 840 0 7 60 0 140 ro47 2016 01-Feb- 252.8 35.56 0 840 0 7 60 0 1aJ 1050 ?o1 6 31-Jan- 0 840 0 207 60 0 t52 1259 )n1 6 252.87 35.62 30-Jan- t44 t23t )ntA 252.97 35.72 0 840 0 207 40 0 2+Jan- 253.1 35.86 0 840 0 207 70 0 t73 t240 ?ol A

28-Jan- 207 70 0 102 1019 )n1R 253.19 35.96 0 540 0

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-viiayawada APIIC Ltd., 'l .: .ly( 25-Jan-

24-)an- l9:2t 2s3.s2 0 640 B9 20t6 36.29 0 207 40 0 976 23-lan- 253.59 35.36 0 640 40 701 6 0 207 0 84 97L 22-lan- 253.69 20r 6 )9:1( 36.46 0 640 0 207 40 0 80 967 21-Jan- )9:3( 253.75 35.52 0 640 0 207 45 0 85 977 2016 20-Jan- )9:21 253.85 36.62 0 640 0 207 45 0 116 1008 2016 19-Jan- ,nl 6 253.92 36.69 0 640 0 207 45 0 120 1012 18-Jan- )9:1! 254.O2 36,79 0 640 0 207 45 0 118 1010 2016 17-)an- 254.tt 36.89 0 640 0 207 45 0 115 1007 16-lan- ,nt 6 254.t8 36.96 0 640 0 207 45 0 110 1002 15-Jan- )nl6 254.28 37.06 0 640 0 107 45 0 105 897 14-Jan- )n1 A 254.34 37.12 0 640 0 to7 45 0 102 894 13-lan- 254.44 540 ,nl A 37.22 0 0 107 45 0 105 897 12-Jan- 7nl 6 254.5t 37.29 0 540 200 107 45 0 100 992 11-Jan- 254.6L 37.39 0 540 200 107 60 0 98 1005 2016 lGJan- ,ol6 254.67 37.46 0 540 200 to7 60 0 93 1000 o+Jan- 254.77 37.55 0 2016 540 200 t07 60 0 95 1002 08-Jan- 254.87 U 20r6 37.65 340 200 707 60 0 90 797 07-Jan- 2016 254.93 37.72 0 540 200 7 60 0 94 901 06-.lan- 255.0 2016 37.79 0 120 200 7 40 0 90 457 05-lan- ,ol 6 )9:1 255.03 37.82 0 40 200 7 40 0 84 371 04-Jan- )n1 6 255.06 37.85 0 40 200 7 40 0 B5 372 03-Jan- )m6 19:1 255.1 37.89 0 40 200 7 40 0 7l 358 02-Jan- )9:1 255.13 37.92 0 40 200 7 40 2016 0 65 352 01-Jan- ?ot 6 255.16 37.95 0 120 200 7 45 0 63 435 31-Dec- 255.2 ?nt s 37.99 0 120 200 7 45 0 59 431 3GDec- zss.23 38.02 0 120 701 5 200 7 0 0 87 414 2+D€- ?nrq 255.26 38.05 0 120 100 7 0 0 70 297 28-Dec- 255.29 2015 3E.09 0 BO 0 7 0 0 76 10J 27-O€4.- ,nl ( 2ss.29 38.09 120 BO 0 7 0 0 93 180 2GDec- 701 ( 255.29 38.09 650 80 0 7 0 0 98 185 25-Dec- fnr q )9:1; 255.26 38.05 750 80 0 7 0 0 110 797 2+Dec- ,nr ( 255.23 38.02 1700 80 0 7 0 0 104 191 23-Dec- ?nl \ 255.1 37.A9 3150 80 0 7 0 0 101 188 22-Oe(- ?ol q 254.84 37.62 3050 45 0 7 0 0 105 t57 21-Dec- )nt s 254.61 37.39 2900 45 0 7 0 0 103 155 2GDec- ,nr q 254.34 37.t2 2900 45 0 7 0 0 100 t52 1+Dec- ,o1 q 254.11 36.89 2900 45 0 7 0 0 t02 154 1&Dec- ?ot \ )9:1: 253.88 36.66 2920 0 0 7 0 0 99 106 f7-Dec- 253.65 36.42 7200 0 0 7 0 0 97 104 2015 2 1400 0 0 7 0 0 94 101

APIIc Ltd., viiayawada IIP \'-- 1GD€c-

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05-Dec- 24t.91 26.02 10600 0 0 7 0 0 0 7 2015 0+Dec- 7 )9:1i 240.73 25.1 t2625 0 0 7 0 0 0 2015 03-Dec- 7 239.32 24.01 12200 0 0 7 0 0 0 70t 5 02-De€- 1 )9:1i 237.87 22.96 10200 0 0 7 0 0 0 2015 01-Dec- 0 7 l9:1( 236.6 22.O7 8200 0 0 7 0 0 2015

3GNov- 72070 0 0 7 0 0 0 7 ,nr q )9:1 235.& 21.36 29Nor- 7 234.0 20.26 11940 0 0 7 0 0 0 7n1 q 28-Nov- 7 232.26 79.72 r1960 0 0 7 0 0 0 ,nl s 27-Nov- 7 230.62 18.1 11800 0 0 7 0 0 0 2015 26-Nov- t7.o8 11200 0 0 7 0 0 0 7 ,nt q )9:1 228.95 25-Nov- 7 227.31 t6.L2 10350 0 0 7 0 0 0 ,o1 q 24-Nov- 0 7 )912 225.73 15.23 8600 0 0 7 0 0 2015 23-Nov. 224.58 t4.62 6250 0 0 7 0 0 0 201 5 22-Nov- 0 7 223.5? 14.08 3200 0 0 7 0 0 2015 zr-Nov- 19 223.04 13.81 4600 0 0 7 0 0 12 2015 2GNov- 0 7 19:1, 222.23 13.42 .1000 0 0 7 0 0 2015 19Nov- 0 7 0 0 6 13 ,nl ( 221.8 13.21 7100 0 18-Nov- t2 08:5. 220.52 12.6 6111 0 0 7 0 0 5 ?ol s

17-Nov- 5 l2 09:1: 2t9.37 12.07 39039 0 0 7 0 0 2015 16-Nov- t7 210.77 8.7 650 0 0 7 0 U 10 201 S 15-Nov' 25 2to.64 8.65 0 0 0 7 0 0 18 2015 1+Nov- 2t0.u 8.65 0 0 0 7 0 0 15 22 701 5 13-Nov- 20 8.65 1350 0 0 7 0 0 13 ?nl ( 210.64 12-Nov- 19 8.54 6290 0 0 7 0 0 t2 lot q 210.31 11-Nov- t7 208.67 8.0 30450 0 0 7 0 0 10 ?nl s )9:1 lGNov- o 199.48 5.37 3240 0 0 7 0 15 2015 09-Nov- 25 )9:2, 198.3 5.09 3870 0 0 7 0 0 18 ?o1 s 08-Nov- )9:1! 196.89 4.75 2240 0 0 7 0 0 18 25 2015 07-Nov- 0 0 7 0 0 22 29 ,nr ( )9:3C 196.01 4.56 595 4.51 1810 0 7 0 0 20

tty/^, 06-Nov-

05-Nov- )9:1 195.06 4.36 660 0 0 7 0 0 2L 28 201 \ 04-Nov- l9:1 194.79 4.3 1700 0 0 7 0 0 20 27 ?or s 03-Nov- )9:1 194.1 4.15 0 0 0 7 0 0 30 201 5 02-Nov- 10:0, 194.14 4.16 0 0 0 7 0 0 25 32 2015 01-Nov- ,nt ( 194.14 4.16 0 0 0 7 0 0 28 35 3l-Oct- )9:1( 194.17 4.t7 0 0 0 7 0 0 2015 29 36 3GOct- )ot q t94.17 4.17 0 0 0 7 0 0 16 23 29-Oct- 194,2 4.17 ,o1 s 0 0 0 0 0 t7 24 28-oct- t94.2 4.t7 0 0 0 7 0 20r5 0 20 27 27-Od- 194.2 4.t7 0 15 0 7 0 20, 5 0 23 45 26oct- ,nt q )9:1t L94.24 4.18 0 20 0 7 0 0 35 62 25-Oct- ,nt s )9:2 L94.24 4.18 0 25 0 7 0 0 35 68 z+OCt- 194.27 4.19 0 25 0 7 201 S 0 0 35 67 23-Oct- 194.3 4.2 0 25 0 7 2015 0 0 37 69 22-Oct- )9:4, 194.33 4.2 0 30 0 2015 7 0 0 40 77 :1-G- ?ot q 194.37 4.27 0 40 0 7 0 0 49 96 2GOct- ?ol ( 194.4 4.22 0 50 0 7 0 0 57 LL4 1+Oct- L94.46 ,nl < 4.23 0 50 0 7 0 0 60 t17 18-Oct- ,n1 q 194.5 4.24 0 60 0 7 0 0 63 130 17-Oct- ,ot q 194.53 4.24 0 60 0 7 0 0 65 132 16-Oct- 194.6 4.26 0 2015 60 0 7 0 70 137 15-Oct- 194.66 4.27 150 701 S 65 0 7 0 0 144 14-Oct- )9:01 194.66 70r s 4.27 230 65 0 7 0 0 80 152 13-Oct- 194.53 4.27 2015 320 65 0 7 0 0 83 155 12-6- 194.56 4.25 465 2015 55 0 7 0 0 85 157 1l-Oct- ?n1 q 19:1: 194.46 4.?3 520 65 0 7 0 0 87 159 lGOct- ?nt < 194.3 4.2 760 65 0 7 0 0 90 t62 0+Oct- ,nl q 194.t7 4,L7 1226 65 0 7 0 0 93 165 08-k- 193.64 ,o1 s 4.05 8s0 65 0 7 0 0 B9 161 07-oct- 193.35 4.0 70't 5 0 65 0 7 0 0 92 164 07-oct- 193.35 4.0 0 65 2015 0 7 0 0 9Z 164 ub-ort- 193.41 4.01 0 65 0 2015 7 0 0 90 762 05-Oct- 193.48 4.02 0 65 2015 0 7 0 0 93 165 04-Oct- 10:1€ 193.55 4.03 380 70 0 7 0 0 95 172 03-oct- 10:0: 193.45 4.02 0 70 2015 0 7 0 0 98 t75 02-Oct- 19:1 193.51 4.03 2015 0 65 0 7 0 0 103 175 01-Oct- ,nl s 193.58 4.U 0 65 0 7 0 0 110 182 30-Setr 11:02 193.68 4.06 0 70 2015 0 7 0 0 122 199 29-SeP 19:1t 193.74 4.08 0 70 2015 0 7 0 0 12t 198

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t' 28-Setr 2015 27-*p- )9:1 193.87 4.1 0 60 0 7 0 0 135 202 2015 26-Sep 19:1t 193.94 4.t2 0 65 0 7 0 0 132 204 ,nl s 25-Sep 19:1 194.04 4,L4 0 65 0 7 0 0 125 r97 2015 24-sep lli2, t94.72 4.15 0 65 0 7 0 0 t27 199 2015 23-Sep 0 7 0 0 131 203 ?nl q L94.2 4.L7 0 65 22-S€p- 0 70 0 7 0 0 123 200 ,nr s 194.27 4.t9 21-Sep- 194.33 4.2 0 70 0 7 0 0 129 206 2015 20-s€P l9:1( 194.43 4.22 0 70 0 7 0 0 t24 201 2015 1}Sep 194.5 4.24 0 80 0 7 0 0 L20 207 ?ol q l9:1 18-Sep 194.6 4.26 0 90 0 7 0 0 127 224 r7-Sep 0 7 0 0 t22 279 ,ol q )9:1 194.69 4.28 0 90 16-Sep L94.79 4.3 0 90 0 7 0 0 129 226 201 S

15-S€p 7 0 0 120 217 ,At ( )912:, 194.86 4.32 0 90 0 1+S€tr 194.96 4.34 90 0 7 0 0 115 212 2015 13-5eP 195.02 4.35 0 90 0 7 0 0 t12 209 2015 12-Sep 4.36 0 90 0 7 n 0 108 205 ?nl q 195.06 11-Sep 195.15 4.38 0 90 0 7 0 0 108 205 2015 lGSep 195.25 4.4 420 0 90 7 0 0 103 200 20.u.,, 09Setr n 2A2 11:4 195.19 4.39 0 90 0 7 U 105 2015 08-Setr 2t7 11:4: 195.29 4.41 0 100 0 7 0 0 110 2015 07-Sep 231 L1:4. 195.35 4.42 140 100 0 7 0 0 t24 2015 06-Sep 90 0 7 0 0 135 232 ,nl q 11:41 195.38 4.43 0 05-S€tr 229 195.48 4.45 0 90 0 7 0 0 132 ?ol 5 )9:1(

04-Sep 90 0 7 0 0 t37 234 ,or ( 1L:3. 195.s8 4.47 0 03-Sep 232 )9:1 195.68 4.49 0 90 0 7 0 0 135 2015 02-Setr 237 195.78 4.51 0 90 0 7 0 0 140 2015 01-S€p- 250 4.53 0 100 0 7 0 0 143 ?nl q 09:1 195.88 31-Aug- 100 0 7 0 0 139 246 ,or q 195.97 4.55 0 249 09:01 196.07 4.58 0 100 0 7 0 0 t42

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25-Auq- 0 80 0 7 0 0 118 205 ?nl q 196.6 4.69 24-Aug- t96.7 4.71 0 80 0 7 0 0 100 t87 2015 23-Aug- !0:5( t96,76 4.72 0 80 0 7 0 0 97 184 2015 22-Avg- 196.79 4.73 250 100 0 7 0 0 104 2tl 2015 21-Aug- 196.79 4.73 100 100 0 7 0 0 118 225 ,nl s 20-Aug- 196.86 4.74 0 100 0 7 0 0 121 228 7n1 S 0 100 7 0 0 1 233

tilayawada ,1 APIIC Ltd., q. t+ "a 19-Aug-

18-Aug- )9:21 196.96 201 5 4.77 0 100 0 7 0 0 12? 229 17-Arr9- 11:1 t97.02 4.78 701 s 0 100 0 7 0 0 118 225 16-Aug- 70i2, 197.12 4.81 0 100 0 7 0 0 115 222 15-Aug- )9:0( t97.22 4.83 2015 0 50 0 7 0 0 t22 179 14-Aug- )nr q 197.32 4.85 0 0 0 7 0 0 118 125 13-Aug- 2nl q 197.38 4.87 0 0 0 7 0 0 112 119 l2-Aug- 70r q )9:31 797.45 4.88 0 0 0 t7 0 0 120 t37 11-Auq- 19:2 701 5 197,52 4.9 0 0 0 L7 0 0 150 167 1o-Aug- )9:01 20r s t97.55 4.91 0 0 0 t7 0 0 145 163 09-Aug- ?or s )9:1 t97.6t 4.92 0 0 0 L7 0 0 t44 161 08-Au9- 70r q r9:0; 197.68 4,94 0 0 0 7 0 0 152 159 07-Aug- 19:1 7nl s 197.7t 4.95 0 0 0 7 0 0 150 L57 06-Aug- 18:4 797.78 4.96 2015 0 0 0 7 0 0 146 153 05-Aug- t97.8t 4,97 2015 los'o 0 0 0 7 0 0 149 156 04-Aug- )9:11 197.88 701 5 4.99 0 0 0 7 0 0 144 151 03-Aug- 197.94 2015 los,r: 5.0 0 0 0 7 0 U 140 r47 02-Auq- )9:1( 197.98 5.01 2015 0 7 0 0 0 0 r42 149 01-Aug- 18:51 198.04 701 q 5.02 0 0 0 7 0 0 t47 154 31-JuF 198.1 1 201 s 5.04 0 0 0 7 0 0 144 151 30-JuF )9:12 198.17 2015 5.05 0 0 0 7 0 0 150 157 29-JuF 198.27 ,n1 q 5.08 0 0 0 7 0 0 153 160 28-Jul- )8:52 198.37 5.1 2015 0 0 0 7 0 0 1,67 t74 27-)ul- 198.43 5.12 201 5 0 0 0 7 0 0 t70 177 26-luF 0:5( 198.5 5.13 2015 0 0 0 7 0 0 169 t76 25-luF )9:1 198.s7 5.15 2015 0 20 5 7 0 0 166 198 24-JuF ,ol q )9:01 198.63 5.16 0 60 5 7 0 0 t64 236 23-Jul 198.7 7n1 q 5.18 0 100 5 7 0 0 168 280 22-)ul t9:2. 7nl s 198.83 5.2t 0 100 5 7 0 0 166 278 21-Jul- 198.93 2015 5.23 0 115 5 7 0 0 152 289 20-lul- 199.03 5.26 2015 0 150 5 150 0 0 165 470 19-JuF 199.19 201 s 5.3 0 150 5 150 0 0 160 465 18-JuF )9:0: 199.39 2015 5.34 0 t70 5 150 0 0 156 481 17-luF 199.5s ,nr q 5.38 0 t70 5 0 0 153 365 16-lul- znr ( 19:2. 199.65 5.4 0 170 5 0 0 155 367 15-lul- )9:1 199.71 5.42 2015 0 t70 5 37 0 0 152 364 14-JuF )B:51 199.94 5.47 2015 0 t70 5 37 0 0 t49 361 l3-JuF )At < 19:1 200.08 5.5 0 t70 5 37 0 0 145 357 12-JuF )9:1( 200.21 5.54 2015 0 220 5 37 0 0 142 404 11.JUF ,nr ( )9:0 200.34 5.57 0 150 5 37 0 0 140 332

200.44 0 110 37 0 135 287

APIiC Ltd., viiayawada QP- 10-luF

09-luF 200.57 5.63 0 110 5 37 0 0 130 282 2015 08-JuF l9:1: [email protected] 5.65 0 110 5 0 0 127 279 701 5

07-luF 5 37 0 0 r22 274 ,nt q 39:1 200.7 5.67 0 110 06-JuF [email protected] 5.69 0 110 5 31 0 0 120 272 2015 05-JuF 200.86 5.7t 0 100 5 0 0 LL7 2s9 2015 04-JuF 5.74 0 100 5 37 0 0 113 255 70r ( )9:1€ 200.96 03-Jul- 201.03 5.75 0 100 5 37 0 0 115 257 2015 02-lul- 254 )9:\t 201.09 5.78 0 100 5 0 0 112 2015 01-Jul- 5.79 0 110 5 37 0 0 110 262 ,or q 201.16 3G.lun- 299 )9:1 201.22 5.81 0 150 5 37 0 0 LO7 ,nr < 29Jun- 297 20t.32 5.84 0 150 5 37 0 0 105 ,or s 28-Jun- 17 110 302 207.42 5.86 0 150 5 0 0 2015 27-)vn- 298 201.52 5.89 0 t70 5 7 0 0 116 2015 2GJun- 297 20t.62 5.92 0 t70 5 7 0 0 115 2015 25-Jun- 334 201.68 5.93 0 210 5 7 0 0 lt2 2015 2+lun- 532 20t.78 5.96 0 410 10 7 0 0 105 ?015 23-lun- 102 529 )9:01 201.98 6.01 0 410 10 7 0 0 2015 22-Jun- 94 57t 202.14 6.06 0 460 10 7 0 0 2015 567 21-lun- 0 450 10 7 0 0 90 ,ol q )9:1! 202.34 5.11 2GJun- 609 5.15 0 460 50 7 0 0 92 ?nl ( 202.5

19Jun- 0 460 50 7 0 0 t24 fi1 ,nl q 202.7 6.21 720 18-Jun- 0 510 50 7 0 0 153 ,nl q 08:5( 202.93 6.26 17-lun- 0 165 732 203.16 6.33 0 510 50 7 0 ,nt s 1&Jun- 17t 838 203.39 6.39 0 610 )U 7 0 0 ?o1 s 15-Jun- 0 t76 843 203.62 6.46 0 610 50 7 0 20r5 l+Jun- 0 188 885 203.88 6.53 0 660 30 7 0 201 5 13-Jun- 921 6.61 0 710 30 7 0 0 t74 ?nt ( 2M.L4 l2-lun- 186 1033 2M.4L 6.69 0 810 30 7 0 0 2015 11-Jun- tz32 2M.73 0 1010 30 7 0 0 185

lGJun- 0 0 190 t220 C9:11 205.1 6.89 0 1000 0 30

09Jun- t242 205.46 7.O 0 1020 5 30 0 0 t87 2015 0U-Jun- 182 1237 205.82 7,1 0 1020 5 30 0 0 2015 07-Jun- 180 r235 206.18 7.21 0 1020 5 30 0 0 2015 1239 0&Jun- 1020 5 30 0 0 184 ,nt q 206.54 7.31 0 05-Jun- L77 r232 206.9 7.42 0 1010 15 30 0 0 ?nl q

04-Jun- 1010 15 30 0 0 181 t236 ,nr q 207.23 7.53 0

03-Jun- 30 0 0 t79 1234 ,nl ( l8:5: 207.s2 7.63 0 1010 15 02-Jun- 184 t239 207.88 7.74 0 1010 15 30 0 0 2015 01-Jun- 180 247 208.25 7.86 0 35 15 t7 0 0 2015 238 0 35 L7 0 L7l

a=- CnielTngineer-1 APIiC Ltd., Vilayawada 4-* r' 31-Ma) 2015 JU-May. C8:5t 208.34 0 1< L7 0 0 225 2015 29-May- ,nl q 208.38 7.9 0 35 15 7 0 0 279 28-May- ,nl q 208.47 7.93 0 35 15 7 0 0 220 277 27-May- ,nl q los,z, 208.54 7.95 0 35 15 7 0 0 215 272 26-May. 208.@ 7.99 0 35 15 7 0 0 210 267 2015 los,o, 25-May- ,or s 208.7 8.01 0 35 15 0 0 205 292 24-May- 208.8 15 17 701 q 8.04 0 35 0 198 302 23-May- 208.87 8.06 0 35 15 13 0 194 294 2015 22-May- ,n1 )9:01 208.93 8.08 0 35 15 37 t2 0 187 286 21-May- ?nr < 209.0 8.1 0 35 15 37 18 0 180 28s 20-May- ,Ar q )8:5, 209.1 8.13 0 l5 37 20 0 t74 281 19-May- )8:5 209.16 8.16 0 35 15 37 1b 270 2015 0 167 18-May- )8:5 209.23 35 ,nl 5 8.18 0 15 t7 20 0 161 248 !7-Ylay- )ot q 209.33 8,21 0 35 15 L7 22 0 t62 251 15-May- t9..2. 209.39 8.23 0 35 7 20 0 154 231 2015 l5 15-May- )9:11 209.46 8.25 0 2015 35 15 7 20 0 160 237 14-May- )9:1 209.56 8.28 0 35 15 7 27 0 t67 245 2015 13-May- )9:l: 209.62 8.3 0 25 0 7 20 214 2015 0 162 12-May. )9:0: 209.66 0 25 2015 8.3r 0 7 16 0 159 207 11-May- ,n] s 09:4 [email protected] 8.34 0 25 0 7 t4 0 154 200 10-May- ,o1 ( 11:1: 209.75 8.35 0 25 0 7 14 0 L49 195 09-May- l9:1; 209.82 8.37 0 25 0 7 15 195 2015 0 148 08-May- ,nt q 209.89 8.39 0 25 0 7 15 0 140 187 07-May- ,nl q t9:2-, 209.92 8.4 0 0 7 15 0 135 182 06-14ay- 19:1 209.95 ,o1 s 8.41 0 0 7 15 0 137 184 05-May- t0:0( 209.98 8.42 0 30 0 7 1b 135 188 201 S 0 M-May- 210.05 8.44 30 7 186 2015 0, 0 20 0 t29 03-May- )9:1r 210.08 8.46 0 186 2015 30 0 7 2L 0 r28 02-May- )9:2 2t0.12 8.47 0 30 2015 0 7 2t 0 125 183 01-May- ,nr q 210.18 8.49 0 30 0 7 15 0 t20 172 30-Apr )9:1 210.21 8.5 0 30 0 7 13 174 2015 0 t24 29-Apr- ,o1 q .0:0t 210.08 8.s3 0 30 0 7 t7 0 107 161 28-Apr- 09:1 ?ol 5 2r0.34 8.55 0 30 0 7 t4 0 105 156 27-Apr- )9:51 270.41 8.57 0 30 0 7 12 0 r02 151 26-Apr 11:3: 210.44 8.58 U 30 0 7 16 0 99 152 2015 25-Apr- ,o1 q 210.48 E.59 0 50 0 7 20 0 96 t73 24-Apr- ,ol q l9:1 210.51 8.61 0 50 0 7 0 0 99 156 23-Apt- ,or q 210.54 8.62 0 500 0 7 0 0 97 604 22-Apt- 19:1 210.71 8.68 0 1600 0 7 0 0 92 1699 2015 1 11. 0 90

neer-1 APIIC Ltd., vi 0p-

- 21-Apr

20-Aptr 0 7 0 0 87 1694 ,ol q 19:1 211.53 8.97 0 1600 19-Apr l9:1 211.89 9.09 0 1600 0 7 0 0 85 t692 701 5 18-Apr 19:1 2t2.28 9.23 0 1600 0 7 0 0 72 t679 \7-Apr l9:41 212.71 9.38 0 1600 0 7 0 0 68 t675 2015 16-Apr- 213.13 9.53 0 1600 0 7 0 0 63 1670 701 5 15-Apr- 2t3.49 9,67 0 1600 0 7 0 0 60 1667 znl 5 14-Apr- l9:2! 213.89 9.82 0 1600 0 7 0 0 65 1672 2015 13-Apr- 19:1! 2t4.25 9.96 u 1600 0 7 0 0 77 1684 2015 12-ler 2t4,6t 10.11 0 1600 0 7 0 0 95 t702 2015 1l-Apr- 2t4.97 10.25 0 1600 0 7 0 0 97 !704

1o-Apr- )9:3, 215.36 10.4 0 20 0 7 0 0 90 tL7 2015 09-Apr )9i2a 215.4 10.42 0 20 0 7 0 0 84 111 2015 08-Apr )9:1E 2t5.43 10.43 0 20 0 7 0 0 99 126 2015 07-Apr- 10.44 0 20 0 7 0 0 97 L24 ?nt s )8:59 215.46 06-Apr. l:22 275.46 to.44 0 20 0 7 0 0 95 122 2015 05-Apr 215.5 10.45 20 0 7 0 0 94 rzt ?nr s fi-Apr- 215.53 10.46 0 25 0 77 0 0 90 192 2015 03-Ap.- 215.56 10.48 0 25 0 77 0 0 89 191 2015 02-Apr 2L5.63 10.5 0 15 10 77 0 n 87 189 2015 01-Apr- 215.66 10.52 0 15 10 77 0 0 80 182 201 5 31-Mar 21s.69 10.53 0 15 10 7 0 0 73 105 2015 3GMar- 11:4! 215.69 10.53 0 15 10 7 0 84 116 2015 29Mar- 40 10 7 0 0 105 \ot )nr ( 2t5,73 10.54 0 28-Mar )9:1t 2r5.76 10.55 0 40 10 7 0 0 103 160 2015

27-Mar 10 7 0 0 99 156 ,nr q 215.79 10.57 0 40 2GMar- 2r5.82 10.58 0 40 10 7 0 0 94 151 ,or s 25-Mar- 0 0 89 146 ,nl ( 215.85 10.59 0 40 10 7 24-Mar- 215.85 10.6 0 320 100 r07 0 0 109 636 201 5 23-Mar- 107 0 0 110 637 ,nt q 216.O2 10.66 0 320 100 2Z-Mar- 1,O7 0 0 104 631 ,nt ( 216.19 t0.72 0 320 100 21-Mar- 2t6.32 t0.77 0 320 100 107 0 0 106 633 2015 20-Mar- 107 0 0 100 627 ,nr q 2t6.45 10.82 0 320 100

19Mar- 100 7 0 0 101 ,nr q )9:2 216.58 10.87 0 50 18-Mar- 19:1 2L6.@ 10.9 0 150 0 7 0 0 2s0 77-Mar 2t6.71 10.93 0 2s0 0 7 0 0 100 357 20r5 19:1( lGMar- 216.78 10.96 0 520 0 7 0 0 97 624 2015 1'Mar- 217.87 11.0 0 1520 0 107 0 0 95 t722 )or s 1+Mar- 2t7.24 11.16 0 1520 0 107 0 0 89 1716 70r s 13-Mar- 2r7.56 11.3 0 1520 0 t07 0 0 B6 17 t3 2015 1 2L7.92 11.45 0 1520 0 0 0 80 L707

Chief Engineer't APIIi Ltd., Vijayawada t)2 { l2-Mar-

11-Mar- ?nt s lB:51 2r8.28 11.61 0 1520 0 107 0 0 76 1703 lGMar- 218.61 11.75 0 1520 0 107 0 0 70 1697 09Mar- 218.94 ,o't s 11.89 0 820 0 107 0 0 66 993 08-Mar- )9:2t 2t9.L4 7t.97 1020 2015 0 0 !07 0 0 60 1187 07-Ma? 219.4 12.09 0 1020 0 207 0 2015 0 58 1285 06-Mar- )9:1( 279.63 12.19 201 5 0 1020 0 207 0 0 54 1281 05-Mar- 219.89 12.3 2015 0 1220 0 207 0 0 50 1477 04-Mar- )9:1€ 7n1 5 220.76 t2.43 0 1520 0 t07 0 0 55 1682 03-Mar- tn.1, ,ot q 220.48 12.58 0 1520 0 707 0 0 64 1691 02-Mar- )o.r, 220.78 12.73 0 1520 0 707 0 0 73 1700 01-Mar- 22t.\t 12.88 0 1620 2015 0 7 0 0 70 L697 28-Feb- 221.4 13.02 701 5 0 t720 0 7 0 0 62 1789 27-feb., 22t.7 t3.L7 2015 0 1820 0 7 0 0 82 1909 2GFeb- )9:1 222.03 13.32 701 S 0 1920 200 7 0 0 95 2222 l5-t-eD )9:1( 222.42 20r5 13.51 0 t920 200 7 0 0 100 2227 2+F* 222.8t 13.7 U 1920 2015 200 7 0 0 97 ?224 23-FeE 223.21 13.89 150 2015 1920 200 7 0 0 95 2222 22-teD. 223.53 14.07 98s 2015 1920 200 7 0 0 90 22t7 21-FeF )9i12 223.76 )ot E 14.19 1010 1920 200 707 0 0 23t4 2GFeb- ,n1 q )9..22 223.96 14.29 1150 1920 200 LO7 0 0 80 2307 19-Fets ,01 q 224.16 14.4 1010 1920 200 707 0 0 95 2322 1&FeE ,nr ( 19:1, 224.35 14.5 1020 1920 150 t57 0 0 82 2309 l7-Feb ,or s 19:12 224.58 14,62 1050 1920 150 757 0 0 80 2307 lGFeb- ,nl q 224.78 t4.73 1130 1920 100 t57 0 0 74 2251 l5-Feb- 224.98 14.83 2015 t270 1920 0 1,57 0 0 75 2152 1+FeE 225.74 2015 74.92 1350 1920 0 15? 0 0 70 2747 l3-Feb- ,nr s 09:1! 225.27 14.98 0 1920 0 t57 0 0 72 2149 12-Feb- 225.5 15.11 2015 0 1920 0 157 0 0 BO zL57 r1-Feb- ,nl { 225.83 15.28 0 1920 0 7 0 0 2004 1GFeb, 226.76 15.46 2015 0 1920 0 7 0 0 74 2001 0+Fetr 226.49 ?nl 5 15.64 0 1920 0 7 0 0 69 1996 08-Feb- 701 q 226.78 15.81 0 1920 250 157 0 0 64 2397 07-FeF 2Z7.LL 16.0 2015 0 1920 250 157 0 0 55 2382 OGFeF ?ol q )9:21 227.47 16.21 0 1920 250 157 0 0 4B 2375 05-FeF ,nr s 227.83 16.43 0 1920 250 r57 0 0 45 2372 0+FeF ?ol q 228.23 16.66 0 1920 250 157 0 0 4l 2368 0lFeF )9i21 228.52 16.83 2015 0 1920 250 157 0 0 34 2367 02-Feb- 70r s 228.88 17.04 0 1920 250 157 0 0 29 2356 01-Fetr )9:1 229.24 t7.25 2015 0 1920 200 157 0 0 2t 2298

L7.44 0 157 0 0 1 2293

I. I_ r.

Chief Engineer-1 APIIC Ltd., Vijayawada (lp * 31-Jan-

30-Jan- 17.62 0 1920 200 r57 0 0 20 2297 ,or q 229.87 29-Jan- l9:1! 230.19 17.83 0 1920 150 107 0 0 62 2239 2015

28-Jan- 107 0 0 60 2237 ,ntq 230.49 18.02 0 1920 150 27-)an- 230.82 L8.22 0 1920 150 to7 0 0 57 2234 2015 26-Jan- )9:1 231.1s 18.43 0 1920 150 to7 0 0 51 2228 2015 25-Jan- 49 1926 ,nr( 10:5! 23t.44 18.61 0 1620 100 157 0 0 24-)an- 23t.7 18.77 0 1620 100 t07 0 0 45 1872 2015 23-Jan- r874 232.0 18.96 0 1620 100 107 0 0 47 2015 22-Jan- o 2772 232.26 19.12 0 1920 100 to7 0 45 2015 21-Jan- 19.31 0 1920 100 to7 0 0 49 2t76 ?nl q 232.s6

2GJan- 19.49 0 1620 100 107 0 0 47 t874 )nl q )9:1: 232.45

1+lan- 320 1620 0 7 0 0 50 1677 ,nr q 233.t2 t9.67 18-lan- 1380 19.78 290 1320 0 7 0 0 53 ,or q )9:2: 233.28 L7-)an- 1388 233.4t 19.87 285 1320 0 7 0 0 61 2015 16-Jan- 60 1387 )9:1: 233.54 19.96 300 1320 0 7 0 0 2015 15-Jan- 1392 233.67 20.04 310 1320 0 7 0 0 65 ?nl s )9:3 14-Jan- 1188 233.84 20.15 320 1120 0 7 0 0 61 2015 13-Jan- 59 1186 233.94 20.22 250 1120 0 7 0 0 2015 12-lan- 1181 20.31 260 1120 0 7 0 0 54 ,ol q 234.07 11-Jan- 1184 20.37 0 1120 0 7 0 57 ,nr s 234.r5 1o-Jan- 60 1187 234,3 20.46 0 1120 0 7 0 0 ?ol \ 09-Jan- 0 65 t342 10:1 234.43 20.s5 0 1120 0 t57 0 ,nl s 08-Jan- 0 64 1341 234,59 20.66 0 1120 0 157 0 ,ol s 1337 07-Jan- 0 1120 0 r57 0 0 60 ,nr q 234.76 20.77 06-Jan- 63 1340 234.92 20.88 0 1120 0 157 0 0 7nl 5 1338 05-Jan- 235.r2 21.01 0 1120 0 157 0 0 61 ,o't s 04-Jan- 55 1282 235.28 2t.12 0 1120 0 1,O7 0 0 ?o1 ( 03-lan- 49 L276 235.44 2t.23 0 1120 0 107 0 0 2015 02-lan- 1120 0 107 0 0 47 1274 ,nl q 235.58 21.34 r90

01-Jan- 1120 0 107 0 0 42 1269 ,or ( l9:1 235.74 21.43 815

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