INDUSTRIAL INFRASTRUCTURE CORPORATION LIMITED

Obtaining Environmental Clearance and CFE for Rambilli Industrial Park

Executive Summary October 2019

L&T Infrastructure Engineering Limited C1181302 RP003, Rev:0

L&T Infrastructure Engineering Ltd. Client: Andhra Pradesh Industrial Infrastructure Corporation Limited Project: Obtaining Environmental Clearance and Project No.: CFE for Rambilli Industrial Park C1181302 Title: Document No.: Rev.: Executive Summary RP003 0

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Revision Details:

0 31.10.2019 First Submission MRU SAP TKSS Init. Sign. Init. Sign. Init. Sign. Rev. Date Details Prepared Checked Approved

Obtaining Environmental Clearance and CFE for Rambilli Industrial Park C1181302 Executive Summary RP003 rev. 0

TABLE OF CONTENTS 1 Introduction ...... 1 2 Project Site ...... 1 3 Justification of the Project ...... 2 4 Project Description ...... 2 4.1 Proposed Project ...... 2 4.1.1 Site Master Plan ...... 3 4.2 Economic Impact of the Industrial park ...... 3 5 EIA/EMP Study ...... 4 6 Description of Environment ...... 4 6.1 Study Area ...... 4 6.2 Study Period...... 4 6.3 Terrestrial Environment ...... 4 6.4 Marine Environment ...... 5 6.5 Socio Economic Conditions ...... 5 7 Anticipated Environmental Impacts with Mitigation Measures ...... 6 8 Environmental Monitoring Programme ...... 6 9 Additional Studies ...... 7 9.1 Risk Analysis ...... 7 9.2 Disaster Management plan ...... 7 9.3 Traffic and Transportation Management Plan ...... 7 9.4 Social Impact Assessment ...... 7 10 Project Benefits ...... 8 10.1 Corporate Environmental Responsibility (CER)...... 8 11 Environment Management Plan ...... 9 11.1 Budgetary Estimate for Environmental Management ...... 9 12 Conclusion ...... 10

LIST OF FIGURES No table of figures entries found. LIST OF TABLES Table 1: Salient Features of IP ...... 2 Table 2: Proposed land use for Master Plan ...... 3 Table 10-1: Identified CER activities ...... 8

LIST OF ENCLOSURES Appendix A: Survey numbers falling in Proposed Nakkapalli Industrial Park area

Table of Contents Page i

Obtaining Environmental Clearance and CFE for Rambilli Industrial Park C1181302 Executive Summary RP003 rev. 0

1 Introduction Andhra Pradesh Industrial Infrastructure Corporation Limited (APIIC) which is a wholly owned subsidiary of Government of Andhra Pradesh (GoAP) has a mandate to develop industrial areas across Andhra Pradesh. To achieve the above objective, APIIC has identified land parcel for the development of industrial Park (IP) at Rambilli which will be a part of – Chennai Industrial Corridor (VCIC). APIIC identified around 1025 Ha (2532 acres) of Land at Rambilli Mandal within for the purpose of industrialisation. APIIC intends to provide world class eco system for manufacturing industries and proposes to establish infrastructure facilities for the proposed industrial Park. The processing area includes manufacturing zone for different manufacturing industries and service industry selected based on the market and demand assessment study undertaken. The infrastructure development being proposed includes water supply, water distribution, internal roads, storm water drains, electrical distribution network, internal street lighting, wastewater and waste management facilities, other utilities such as technical and support buildings, housing along with allied facilities. Apart from industrial area there will be technical infrastructure facilities, amenities & utilities, township and logistics facilities.

2 Project Site Project land is falling in Z. Chintuva, Gorapudi, Krishnampalem and Lalamkoduru villages in Rambilli Mandal of Visakhapatnam district in Andhra Pradesh. The existing terrain of the entire project site is relatively flat and gentle sloping towards the Bay of Bengal. This Project site falls between Latitude 17°27'37.52" N to 17°30'19.34" N and Longitude 82°56'0.39" E to 82°59'22.95" E and existing ground elevation is ranging from 0m to 55 m. The existing terrain of the project site is relatively flat and gentle sloping towards the Bay of Bengal. The project site and part of the study area is covered in the Survey of Toposheet no.65K/15 and 65K/14. Location map of the project site is given as FD0101 and Photographs of the project site are presented in Exhibit 1 to Exhibit 4.

Exhibit 1: Scrub land in the project site Exhibit 2: Coconut plantation in project site

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Exhibit 3: Vegetation and structures near Exhibit 4: Approach road to Project site Lalam Koduru Settlement

3 Justification of the Project The Visakhapatnam–Chennai Industrial Corridor (VCIC) is a key part of the planned East Coast Economic Corridor, India’s first coastal corridor. VCIC is aligned with the Golden Quadrilateral and is poised to play a critical role in driving India’s “Act East Policy.” VCIC’s long coastline and strategically located ports provide it with an opportunity to create multiple international gateways to connect India with the vibrant global production networks of South East and East Asia that form the bedrock of global manufacturing today. Visakhapatnam node is one of the important nodes in VCIC. There are two sites identified in Visakhapatnam node (1) Rambilli site (2) Nakkapalli site. Andhra Pradesh is strategically located on the south eastern coast of India and is regarded as one of the largest producer of marine products in the country. The prominent industries in the state include Agro & Food–based, petroleum products, pharmaceuticals, textile, basic metals, non–metallic mineral products, etc. Further, the state in the country has pioneered and enacted the concept of industrial single–window clearance. The policy seeks to create an investor–friendly climate by ensuring highest ease of doing business and would provide all the clearances within 21 working days. Further, the state also promises for 24 hours of uninterrupted power supply to investors setting up units.

4 Project Description

4.1 Proposed Project The salient features of proposed IP are given in Table 1. Table 1: Salient Features of IP S. No. Item Description 1 Name Industrial Park at Rambilli Mandal, Visakhapatnam district, Andhra Pradesh 2 Area 2532 acres 3 Sectors  Pharmaceuticals, Chemicals and Petrochemicals  Industrial and Consumer Electronics  Auto and Auto components; Aerospace and defence  Light and heavy Engineering (General purpose machinery, Casting and forging and Special purpose machinery etc.)  CRZ permissible hazardous material storages

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S. No. Item Description  Building Materials Industry/Non Metallic minerals  MSME (includes Leather, Plastics, wood etc.,)  Food and Agro Processing Industry  Textile and apparel 4 Water Requirement The estimated net water requirement is 17.62 MLD and for fire protection is about 900 KL, the same will be drawn from the Yeleru Left Main Canal (YLMC) in line with the existing industrial water supply policy 5 Wastewater (Effluent and Effluent of 7.28 MLD and sewage of 0.86 MLD will be generated Sewage) 6 Marine Outfall It is proposed to develop marine outfall system for discharging treated wastewater of 7.28 MLD from CETPs after meeting the marine discharge standards. 7 Solid Waste Total solid waste to be generated from the proposed industrial park is estimated as 114 tonnes per day which includes ~26 TPD of MSW and ~88 TPD of Industrial Waste. 8 Power 230MW APSPDCL is responsible for undertaking distribution of Power in Visakhapatnam District. 9 Greenbelt Area 415.32 Ac. (168.08 ha) 10 CRZ Compatibility The project development including marine outfall falls in CRZ IB, CRZ III, CRZ IV and the activities proposed within CRZ area are permissible as per CRZ notification, 2011. 11 Project Cost INR 681 Crores 12 Environmental Aspects  Storm Water Management  Air pollution Control Measures at all Member industries  Water Pollution Control Measures at all Member Industries.  Solid Waste Management (Both MSW and HW)  Fire Protection system as per Standards of National Fire Protection Association (NFPA)

4.1.1 Site Master Plan Proposed land use for Master Plan were given in Table 2 and presented as FD0102. Table 2: Proposed land use for Master Plan S. No Type of LULC Area in Acres % 1. Industrial Area 1425.58 56.30 2. Utilities 40.00 1.58 3. Amenities 3.30 0.13 4. CFC 23.00 0.91 5. Settlements 96.20 3.80 6. Village Expansion 10.70 0.42 7. Proposed Residential 80.00 3.16 8. Roads 351.90 13.90 9. Green Area/Green Belt 415.32 16.40 10. Water body 86.00 3.40 Total 2532.00 100.00

4.2 Economic Impact of the Industrial park The total estimated manufacturing industry output in 25 years after the complete industrial plotted land is absorbed and all the industrial units commence production, is about INR 900,000 Crores. It is likely to generate direct employment of 39,000 and 2.5 times of direct employment as indirect employment.

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5 EIA/EMP Study The EIA study has been carried out based on the approved ToR covering standard ToR accorded through vide letter no. F. No. 21-139/2018-IA.III dated November 18, 2019 by MoEF&CC.

6 Description of Environment

6.1 Study Area An area covering 10km radius from boundary has been earmarked as study area for baseline terrestrial environmental surveys. A map showing the study area is given as FD0103.

6.2 Study Period The baseline environmental survey was carried out during summer (April-June), 2018 within the study area.

6.3 Terrestrial Environment  Land use of site is mostly Agriculture plantation, scrub land (open & dense) and crop land etc.  The terrain is relatively flat and gentle. General slope is trending from NW towards East and elevation is varying from 0m to 55m  Proposed IP site falls under Seismic Zone II (Least Active Zone) as per IS 1893 (Part I) as per Multi-Hazard map of AP.  The major land use classes observed in the buffer area are: Crop land; Agriculture Plantation; Scrub land; Forest Dense; Aquaculture/Pisciculture  As per the Project site specific meteorological data, the predominant wind directions observed were from West South West followed by South and South West.

Maximum concentrations of Sulphur Dioxide (SO2), Nitrogen Dioxide (NO2), Particulate

Matter (PM2.5), Particulate Matter (PM10), Carbon Monoxide (CO), Ozone (O3), Ammonia (NH3), Lead (Pb), Benzene (C6H6), Benzo (a) Pyrene (BaP) – Particulate phase only, Arsenic (As), Nickel (Ni), are well within the National Ambient Air Quality Standards for Residential areas at all monitoring locations during the study period. 3 3 o PM10 ranged between 44.6 µg/m to 50.7 µg/m . NAAQ stipulated standard for PM10 for 24 hr. average is 100µg/m3. 3 3 o PM2.5 values varied from 23.1 µg/m to 25.1 µg/m . NAAQ stipulated standard for 3 PM2.5 for 24 hr. average is 60 µg/m . 3 3 o SO2 varied from 9.2 µg/m to 17.9 µg/m . NAAQ stipulated standard for SO2 for 24 hr. average is 80 µg/m3. 3 3 o NO2 ranged between 18.3 µg/m to 21.5 µg/m . NAAQ stipulated standard for NO2 for 24 hr. average is 80 µg/m3.  Day equivalent noise levels (Ld) ranged between 48.14 dB(A) to 50.97 dB (A)  Night equivalent noise levels (Ln) ranged between 38.81 dB(A) to 41.01 dB (A)  The parameters for Groundwater samples are within the limits specified for drinking water quality standards as per IS: 10500 (2012) except Hardness, Alkalinity, Iron, Chlorides, Total dissolved solids, Calcium, Magnesium at all locations. The values are falling above the desirable limits but within the permissible limits in all the locations.  The parameters for Surface water sample are within the limits as per as per ISI-IS 2296- 1982 Surface Water Standards (Class C- Drinking water source with conventional treatment followed by disinfection).

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 Soil types are Loamy soils, Sandy Soils and Clayey Soils etc. and the soil samples are neutral to slightly alkaline in nature.  About 197 plants species belonging to 181 genera and 78 families reported study area.  Among the 98 fauna reported, Schedule I species namely Indian peafowl (Pavo cristatus) is common sighted nearby forest tracks in the study area. Near Threatened species namely Alexandrine Parakeet (Psittacula eupatria) and Painted stork (Mycteria leucocephala) are noticed near the costal plantations and back water area of the buffer zone. Olive Ridley (Lepidochelys olivacea) was reported in buffer area. As these habitats are away from the project area, no direct impact on the particular species is noticed.

6.4 Marine Environment The baseline data was collected in June, 2018. Water and sediment samples for physico- chemical, petroleum hydrocarbons, heavy metals and biological analysis were collected from Seven (8) locations including two (2) intertidal locations. Sediment Quality  Sand ranged between 85.67% and 91.12%; Silt ranged between 7.66% and 12.66%; Clay ranged between 0.9% and 2.58% for offshore areas. Sand ranged between 98.00% and 90.56%; Silt ranged between 2.00% and 8.44% for intertidal areas  pH is alkaline in nature and varied from 7.8 to 8.2  Oil and Grease concentration varied between 0.11 μg/g to 0.24 μg/g  Iron ranged between 125µg/g to 186µg/g  Total heterotrophic bacteria population ranged between 34x103 CFU/g to 106 x103 CFU/g  Vibrio sp population ranged between 15x102 CFU/g to 39x 02 CFU/g  Macro benthos Maximum density is 909 Nos/m2 and Minimum Density is 1169 Nos/m2  Meiofauna density was ranged between 218 nos/10 cm2 and 511 nos/10 cm2 Water Quality  Water temperature ranged from 28.7°C to 31.1°C  Salinity recorded varied between 34.0 ppt and 35 ppt  pH ranged between 7.8 to 8.3  Total suspended Solids varied from 62 mg/l to 96 mg/l  Dissolved Oxygen (DO) varied from 4.8 mg/l to 5.2 mg/l  BOD ranged between 1.2 mg/l to 1.6 mg/l  Chemical Oxygen Demand varied from 183 mg/l to 215 mg/l  Phytoplankton density was recorded as 9.5 x 103 cells/l and 35.6 x 103 cells/l  Zooplankton density was between 21.8 x 102 No/m3 and 101.3 x 102 No/m3  E. coli population varied between 5 CFU/100ml of water and 6 CFU/100ml.  Total heterotrophic bacteria population ranged between 23 x 103 CFU/ml and 58 x 103 CFU/ml.  Vibrio sp population ranged between 15 x 102 CFU/ml and 39 x 102 CFU/ml.

6.5 Socio Economic Conditions  The village mandals falling in the study areas are Rambilli, Atchutapuram, Yellamanchi and S.Rayavaram  In the study area of 10.0 km covers 45 villages including hamlets in the four mandals.  In the study area, the population is 1,27,292 of which males are 49.72% and females are 50.28%. The sex ratio of the study area is 1011 females over 1000 males.  The literate population in the study area is 70,209 which constitute to be 55.16% of the total population of the study area

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 The working population in the project area are 60247 out of which males are constituted to 62.6% and females account to 37.4%  The study area of 10.0 km from project site, covers 8 fishing villages  Traditional fishermen families are 3236 with Fisher folk population of 12250.

7 Anticipated Environmental Impacts with Mitigation Measures Anticipated impacts on the environmental and social attributes, which are likely to arise due to construction and operation of proposed project have been identified, predicted and evaluated and are presented.  Natural drains are observed in the site. The development shall be carried out in such a way to ensure proper drainage by providing surface drainage systems including storm water network, etc.  Water requirement will be met 95 MLD Bulk Industrial water supply scheme from YLMC.. No dependent on Ground water during operation phase or other surface water sources  The wastewater generated will be treated in CETPs and STP. CETP treated wastewater will be disposed into sea and STP treated wastewater will be reused for greenbelt application and non-potable usage.  All wastewater discharges from the project will ensure discharge standards stipulated by CPCB. In addition, fate of the discharged treated wastewater into the marine environment is determined by using the mathematical model (Telemac 2D). The results from the simulations were interpreted in the form of temporal maximum. It is observed from the model results that the dispersion of effluent is very fast due to the depth at which the effluent is discharged. The plume is confined to water depth greater than 10m MSL. The dispersion of effluents is controlled by the prevailing currents and no movement of thermal plume is observed towards North or South or towards the shore  Construction camps will be provided with self-sufficient infrastructure to minimise impact/strain on the existing infrastructure.  AERMOD, a ‘near-field, steady-state’ Gaussian model was used to predict the incremental concentration of air pollutants at the receptors in the study area. Results show that predicted incremental/resultant concentrations are within the NAAQS  All the necessary Air pollution control measures will be adopted by member industries to control the fugitive emissions of VoCs, particulates, organic vapours etc., shall be followed.  The solid waste generated during construction phase may impact soil quality, water quality and public health if not regulated properly. Construction waste will be re-used within plant site for filling of low lying areas. Other wastes which can be re-cycled will be sold and hazardous waste shall be stored as per prescribed safety norms and disposed through approved APPCB vendors to nearby TSDF. Also, strict guidelines will be put in place in order to manage the solid waste generation during the operational phase of the development.

8 Environmental Monitoring Programme Environmental monitoring programme has been formulated and the same will be implemented. The effective implementation and close supervision of the environmental management to mitigate the environmental impacts, which are likely to arise due to the construction and operation phases of the project could be achieved through a suitable institutional mechanism.

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9 Additional Studies

9.1 Risk Analysis Preliminary Risk analysis study was carried out to assess risks associated with the construction and operation of the proposed IP. Member industries or units coming up in the I.P has to carry out risk analysis by considering the hazards associated with handling of chemicals based on nature of process and inventory. A systematic risk analysis will help in identification of the hazards and associated risk. The risk assessment thus carried out also provides inputs for formulating the onsite Disaster Management Plan (DMP). The Risk Analysis can be broadly divided into three basic steps.  Hazard Identification  Failure Frequency  Consequence or Effect and Damage calculations

9.2 Disaster Management plan The Disaster Management Plan (DMP) is aimed to ensure safety of life, protection of environment, protection of installation, restoration of production and salvage operations in this same order of priorities. For effective implementation of DMP, it should be widely circulated and a personnel training is to be provided through rehearsals/drills. To tackle the consequences of a major emergency inside the industry or immediate vicinity of the industry, a DMP has to be formulated. A framework for DMP was prepared to minimise damages in the event of a disaster. An On- Site Emergency Preparedness Plan and Off-Site Emergency Preparedness Plan were broadly prepared to deal with emergencies and prevent disasters. An institutional framework with clear assignment of roles and responsibilities was broadly prepared with which location of Emergency Control Centre and Assembly Points will be identified. Communication system and alarm systems for effective communication in the event of a disaster are broadly identified. DMP for natural hazards such as cyclones was broadly prepared. Mutual aid scheme, composition of District Level Emergency Committee and aspects relating to community involvement for dealing with off-site disasters were broadly prepared.

9.3 Traffic and Transportation Management Plan The total estimated commercial vehicle trips per day generated from Rambilli IP are are 753 and Estimated Commercial PCUs per day are 1918. The Peak Hour commercial traffic is 288 PCU/hr. The estimated truck traffic also accounts for the empty truck trips which may have come to the development for loading or which may leave the development after unloading. Empty truck traffic has been assumed as 50% of the estimated commercial truck traffic. The peak hour truck traffic is assumed to be 10%.

9.4 Social Impact Assessment This assessment is specifically addressing the potential impacts which will be generated as a result of proposed development.  APIIC is in the possession of 1329.4 acres. No R&R is envisaged.  LIST OF ENCLOSURES

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 Survey numbers falling in Proposed Nakkapalli Industrial Park area are given as Appendix A.  The impact on nearby settlements during construction phase will be due to air pollution and the noise generating activities. However, the activities are limited to the construction phase and will cease upon completion of the construction. Necessary mitigation measures are proposed to be adopted.  Construction of IP requires large work force. To ensure that there is no strain on the existing infrastructure, worker camps will be self-sufficient and would not relay on local resource.  During the operation phase the Industrial Park is likely to generate direct employment of 39,000 and 2.5 times of direct employment as indirect employment.  The local employment could be higher for unskilled labour due to the availability of this category at local level  There will be improvement in living standards. General welfare will improve in the area as per capita income will go up in the post project period.

10 Project Benefits The development of Rambilli IP is being envisaged by APIIC taking into consideration the overall development of Industries in the state. Similar such initiatives are undertaken across the state. The Nation, the State and the region will have impetuous benefits from such development, such as:  Skill development and Training to the local population  Localizing the global/domestic value chain  Technology transfer  Foreign Direct Investment  Shifting of manpower resources from low productivity to high productive activities  Augmentation of existing clusters  Convergence of population and thereby enhanced local consumption and spending  Project development will also attract hotel business, banking sector, small eateries, construction, transport and other supply services  Better quality of educational and medical facilities to the local people  Improved Local Infrastructure  Improved socio-economic conditions o Health facilities o Education Facilities o Employment Opportunities  Increase in Per Capita Income  Revenue Generation

10.1 Corporate Environmental Responsibility (CER) As a responsible company towards the conservation, restoration and redevelopment of ecosystem and environmental conditions in the vicinity of the IP, APIIC shall implement the Corporate Environmental Responsibility (CER) activities. CER budget worked out are Rs.10.31 Crores. The following are the areas/activities identified under Corporate Environment Responsibility Table 10-1: Identified CER activities S. No CER Activities Identified 1 Female Literacy Higher Education at Secondary School level - Merit girls to be awarded

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S. No CER Activities Identified 2 Toilets as per the requirements to be constructed to Support Swach Bharat Abhiyan 3 Merit Candidates to be given aid for higher education in skill development program 4 Enhancing the Scholl, High School and Collage Lab and Library Development Promotion of Sports among youth, at community hall, youth club giving sponsorship for purchasing of sports 5 equipment’s and promotion for participating in various competitions Solid waste Management Programme ( Supply of Bins for Segregation of Solid Waste) and Training for Safe 6 disposal of Solid waste and Distribution of compost bins to the farmer families Developmental of infrastructure facilities such as installation of solar power equipped lights to Schools, 7 Government Offices and Street Lights Etc., 8 Assistance to Forest Department to Improve Forest Cover in the Study area Improvement of Infrastructure facilities such as refurbishment of medical facilities construction of ward in the 9 hospital Desalting of Village Tanks/Cheruvu/lake and Creation of Rain Water Harvesting Structures and soil erosion 10 control Infrastructure facility fund for educational institutes, medical facilities, purchasing of ambulance, computers in 11 school for children Training /Awareness to farmers in the nearby Areas to increase Crop Yield, Optimization of Water use (drip 12 Irrigation) and Distribution of Organic Manure 13 Contribution to Disaster Management Fund includes assistance to Formers during Drought 14 Development of radium studs on road for night visuals of roads The above identified activities may be revised based on the concerns which will be raised during the public hearing according to its merits and priority. The activities and budget will be allocated as per district administration directives.

11 Environment Management Plan The main objectives of Environmental Management are to:  Identify environmental aspects, normal, abnormal and emergency conditions  Ensure implementation of standard operating procedures as updated from time to time  Evaluate any non-conformity to the environmental standards, as stipulated by different regulatory agencies  Ensure and implement necessary corrective actions  Establish procedures for reporting, document and record control  Establish and implement procedures for incident and near miss reporting, investigation and root cause analysis and prescribe corrective action Based on the above objectives in mind, the following specific environmental management plan/measures are provided  Administrative and Technical Setup for Environmental Management  Greenbelt development  Rainwater harvesting  Occupational health and safety: Occupational health & safety needs attention both during construction, erection, operation and maintenance phases.  Institutional arrangements/framework for environmental management. The effective implementation and close supervision of the environmental management through a suitable institutional mechanism. The proposed institutional mechanism recommended for the implementation of the mitigation measures is presented in EIA report.

11.1 Budgetary Estimate for Environmental Management The budgetary estimate (Capital Cost) for Environmental Management is INR 2590 Million (259 Crores) and the annual recurring cost is INR 138 Million (13.8 Crores).

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12 Conclusion In order to meet the growing needs of the industrial sector, it is necessary to identify new sites for industrial development that includes industries like pharma, chemical, textile, automobile etc. On the basis of the market analysis, area strengths and likely investment proposals in pipeline, it has been proposed to have an industrial park at Rambilli. Proposed development will not envisage any resettlement and rehabilitation. Typically any developmental projects also trigger a set of environmental and social impacts. These environmental and social impacts (proposed development will not envisage any resettlement) due to infrastructure development projects occur in different forms. An Environmental Impact Assessment has been carried out to study the potential environmental and social impacts due to the proposed IP. Potential environmental and social impacts due to the proposed development on attributes like air quality, noise, water quality, soil, flora, socio- economic, etc. have been assessed as part of this EIA study. Appropriate mitigation measures to help minimize/avoid impacts from the development have been recommended. The measures include avoidance measures, mitigation measures and environmental enhancement measures. The proposed IP will be developed for attracting the major investors and strategically located. The vision is to develop the IP with integrated well planned infrastructure and an efficient management structure which shall ensure continual global competitiveness. The proposed IP shall emerge as a benchmark in the State and the Country both in terms of market relevance and in terms of environmental sustainability.

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KEY MAP - ANDHRA PRADESH TO KOLKATA TO RAIPUR ODHISA N VIZIA C H A T T I S G A R H NAGARAM NH43 SRIKAKULAM

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VISAKHAPATNAM VISAKHAPATNAM AIRPORT VISAKHAPATNAM PORT I N D I A GANGAVARM PORT T E L A N G A N A NH221 EAST A R A B I A N S E A GODAVARI TO KAMMAM PROJECT SITE WEST NH16(AH-45) NH9(AH 65) GODAVARI KAKINADA PORT ANDHRA PRADESH KRISHNA TO HYDERABAD RAJAHMUNDRY AIRPORT B A Y O F B E N G A L NH 214A TO HYDERABAD GUNTUR

I N D I A N O C E A N GANNAVARAM AIRPORT (VIJAYAWADA)

KURNOOL NH 214 NH7(AH-43) PRAKASAM

NH18 NH5(AH-45) SCR CHENNAI-HOWRAH TRUNK LINE ANANTAPUR B A Y O F B E N G A L NH71 (NH 205) S.P.S.R Y.S.R NELLORE K A R N A T A K A KADAPA KRISHNAPATNAM PORT PROPOSED DURGARAJUPATNAM PORT

PUTTAPARTHI AIRPORT CHITTOOR NH716 NH4 RENIGUNTA AIRPORT CHENNAI BANGALORE 0km 150km T A M I L N A D U Scale in km To Krishnagiri KEY MAP - VISAKHAPATNAM DISTRICT

MUNCHINGI PUTTU

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PEDABAYALU

HUKUMPETA VIZIANAGARAM ODHISA PADERU ANANTHAGIRI

DEVARA TO KOLKATA G MADUGULA PALLE CHEEDIKADA ANANDA G K VEEDHI VISAKHAPATNAM MADUGULA PURAM BHIMUNIPATNAM

GAMBHIRAMGADDA BHEEMUNIPATNAM PORT CHINTAPALLE SH38 RESERVOIR CHODAVARAM RAVIKAMATAM PENDURTHI Kambalakonda W.S BUTCHAYYA SABBAVARAM VISAKHAPATNAM R PETA VISAKHAPATNAM AIRPORT ROLUGUNTA ANAKAPALLI VISAKHAPATNAM U KOYYURU PARAVADA GAJUWAKA VISAKHAPATNAM PORT PHARMA CITY KANITI GOLUGONDA NARSI- KASIMKOTA RESERVOIR MUNAGAPAKA PEDA PATNAM MAKAVARI GANTYADA PALEM ATCHUTAPURAMSH97 GANGAVARAM PORT NATHAVARAM PARAVADA KOTAURATLA MUTYALAMMAPALEM PORT EAST GODAVARI YELAMANCHILI BAY OF BENGAL RAMBILLI S RAYAVARAM

HETERO SEZ RAMBILLI IP 0 km 50 km NH16(AH-45)PAYAKARAO TO CHENNAI PETA Scale in km L&T Ltd.

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L&T Infrastructure L&T Infra Engineering

Infrastructure Engineering Ltd. 30m RoW LEGEND: ENTRY / EXIT RAMBILLI IP BOUNDARY 30m 24m 30m RoW 30m RoW Area in Index Land Use % Acres 24m Industrial Area 1424.19 56.25

45m RoW Utilities 40.00 1.58 Amenitis 3.30 0.13

24m RoW 24m RoW CFC 23.00 0.91 45m RoW Settlements 96.20 3.80 Village Expansion 10.70 0.42 Proposed Residential 80.00 3.16 Roads 351.90 13.90 Green Area/Green belt 416.71 16.45 18M 24m RoW 24m RoW Waterbody 86.00 3.40 Total 2532.00 100.00

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Infrastructure Engineering Ltd. TO KOLKOTA MUNAGAPAKA R A D I N K M U S 0 KASIMKOTA 1 17°35' KEY MAP - ANDHRA PRADESH DISTRICTS

NH 16 (AH 45) C H A T T I S G A R H SRIKAKULAM VIZIA SCR LINE NAGARAM

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NH 16 EAST PROJECT SITE GODAVARI PARAWADA T E L A N G A N A WEST GODAVARI

ELAMANCHILI KRISHNA GUNTUR 5 K M R A K A R N T D KURNOOL I PRAKASAM U S ATCHUTAPURAM 17°32'30 ANANTAPUR S.P.S.R B A Y O F B E N G A L KADAPA NELLORE

CHITTOOR TO CHENNAI K A R N A T A K A T A M I L N A D U

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S.RAYAVARAM 5 KM RADIUS FROM SITE RAMBILLI 10 KM RADIUS FROM SITE 17°30' MANDAL BOUNDARY XX MANDAL NAME

RAMBILLI SITE

17°27'30"

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0km 4km 17°25' Scale in km 82°55' 82°57'30" 83°0' 82°52'30" L&T Ltd.

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Appendix A Survey numbers falling in Proposed Nakkapalli Industrial Park area Survey Numbers for Rambilli IP

Gorapudi - 1p, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97p, 98, 99, 100, 101, 102, 103, 104, 108, 109

Z. Chintuva – 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59P, 60, 61, 62, 63, 64, 65, 66, 67, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100P, 101, 102, 103, 104, 105P, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117P, 118P, 119, 120, 121, 122P, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 152, 153, 154, 155, 156, 164, 165, 166, 167, 168, 169, 170, 171, 172, 173, 174, 175, 176P, 177, 178, 179, 180, 181, 182, 183, 184, 185, 192, 193, 194, 195, 197, 198, 199, 200P, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223, 224, 225, 226, 227, 228, 229, 230, 231, 232, 233, 234, 235, 237, 238

Lalamkoduru - 15/31, 81 part, 88 part, 92/1, 122, 123, 124, 125, 126, 127, 128 part, 129, 130, 131, 132, 133, 134

Krishnampalem – 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 43, 44, 45, 46, 47, 48, 49, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 136, 137, 138, 139

L&T INFRASTRUCTURE ENGINEERING LIMITED 6-3-1192/1/1, 5th Floor, Block No.3, White House, Kundan Bagh, Begumpet, Hyderabad – 500 016 Ph: 91 -040 – 40354444 ; Fax: 91-040-40354430