INDUSTRIAL INFRASTRUCTURE CORPORATION LIMITED

Obtaining Environmental Clearance and CFE for Nakkapalli Industrial Park

Executive Summary October 2019

L&T Infrastructure Engineering Limited C1181301 RP003, Rev.0

L&T Infrastructure Engineering Ltd. Client: Andhra Pradesh Industrial Infrastructure Corporation Limited Project: Obtaining Environmental Clearance and Project No.: CFE for Nakkapalli Industrial Park C1181301 Title: Document No.: Rev.: Executive Summary RP003 0

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Notes: 1.

Revision Details:

0 25.10.2019 First Submission MRU SAP TKS Init. Sign. Init. Sign. Init. Sign. Rev. Date Details Prepared Checked Approved

Obtaining Environmental Clearance and CFE for Nakkapalli Industrial Park C1181301 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 ...... 4 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 ...... 6 7 Anticipated Environmental Impacts with Mitigation Measures ...... 6 8 Environmental Monitoring Programme ...... 7 9 Additional Studies ...... 7 9.1 Risk Analysis ...... 7 9.2 Disaster Management plan ...... 7 9.3 Traffic and Transportation Management Plan ...... 8 9.4 Social Impact Assessment ...... 8 10 Project Benefits ...... 9 10.1 Corporate Environmental Responsibility (CER)...... 9 11 Environment Management Plan ...... 10 11.1 Budgetary Estimate for Environmental Management ...... 10 12 Conclusion ...... 10

LIST OF FIGURES Figure FD0101 : Location map Figure FD0102 : Master Plan Figure FD0103 : Study area-10 km radius LIST OF TABLES Table 1: Salient Features of IP ...... 2 Table 2: Proposed land use for Master Plan ...... 3 Table 3: Identified CER activities ...... 9

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

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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 Nakkapalli which will be a part of Vizag – Chennai Industrial Corridor (VCIC). APIIC identified around 1578 Ha (3899 acres) of Land at Nakkapalli Mandal within district 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 Butchirajupeta, D L Puram, Vempadu, Chandanada, Rajayyapeta villages in Nakkapalli Mandal of in Andhra Pradesh. This Project site falls at Latitude 17°21'35.64"N and Longitude 82°42'5.77"E and existing ground elevation is ranging from 0m to 126 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/11 and 65K/15. Location map of the project site is given as FD0101 and Photographs of the project site are presented in Exhibit 2-1 to Exhibit 2-4.

Exhibit 2-1: Hillock on the North Exhibit 2-2: Coconut plantation in project western part of the project site site

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Exhibit 2-3: Backwater Creek in Project Exhibit 2-4: Vegetation in Project area area

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 Nakkapalli Mandal, Visakhapatnam district, Andhra Pradesh 2 Area 3899 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  Building Materials Industry/Non Metallic minerals  MSME (includes Leather, Plastics, wood etc.,)  Food and Agro Processing Industry

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S. No. Item Description  Textile and apparel 4 Water Requirement The estimated net water requirement is 16.15 MLD and for fire protection is about 700 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 5.27 MLD and sewage of 2.95 MLD will be generated. Two Sewage) separate CETP’s were proposed, one for Clustering of Pharma, Petrochemical and chemical industries and another for other Non-Pharma and Chemical Industries 6 Marine Outfall It is proposed to develop marine outfall system for discharging treated wastewater of 5.27 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 98 tonnes per day which includes ~18.5 TPD of MSW and ~79.5 TPD of Industrial Waste. 8 TSDF TSDF was proposed in an area of 61.6 acres and location has been selected after considering CPCB site selection criteria. A secure landfill will be constructed with two impermeable liners and leachate collection systems. 9 Power 300MW APSPDCL is responsible for undertaking distribution of Power in Visakhapatnam District. 10 Greenbelt Area 614.15 Ac. (248.54 ha) 11 CRZ Compatibility CRZ area of 288.57 acres (7.4%) will be utilised storage of chemicals/petroleum products as permissible under CRZ notification, 2011 and 2019 as applicable. 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. 12 Project Cost INR 1191 Crores 13 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 Type of LULC Area in Acres % Industrial Area 1270.90 32.60 Logistics & Truck Terminal 71.27 1.83 Supporting Facilities 37.0 0.95 Amenities 27.14 0.70 Residential/Social Infrastructure 272.70 6.99 Utilities 71.11 1.82 SST 83.76 2.15 Green Area 614.15 15.75 Roads 408.22 10.47 Settlements 129.97 3.33 Revenue Water bodies 308.15 7.90 Hill Unutilized portions 254.53 6.53 CRZ Area 288.57 7.40 TSDF 61.60 1.58 Total Area 3899 100.00

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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 1,00,000 Crores. It is likely to generate direct employment of 30,800 and 2.5 times of direct employment as indirect employment.

5 EIA/EMP Study The proposed project falls under Category A as pe the EIA Notification 2006 (As amended). The EIA study has been carried out based on the approved ToR covering standard ToR accorded vide letter no. F. No. 21-140/2018-IA.III dated June 12, 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. There are some hillocks on the north and north- west boundaries. The general slope is trending from NW towards East and elevation is varying from 0m to 126m  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: Agriculture Plantation; Crop land; Scrub land; Forest Dense; Water bodies  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 35.3 µg/m to 65.5 µg/m . NAAQ stipulated standard for PM10 for 24 hr. average is 100 µg/m3. 3 3 o PM2.5 values varied from 20.1 µg/m to 32.3 µg/m . NAAQ stipulated standard for 3 PM2.5 for 24 hr. average is 60 µg/m . 3 3 o SO2 levels observed 11.2 µg/m to 18.5 µg/m . NAAQ stipulated standard for SO2 for 24 hr. average is 80 µg/m3. 3 3 o NO2 ranged between 15 µg/m to 23.5 µg/m . NAAQ stipulated standard for NO2 for 24 hr. average is 80 µg/m3.

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 Day equivalent noise levels (Ld) ranged between 44.68 dB(A) to 55.37 dB(A) and Night equivalent noise levels (Ln) ranged between 39.85 dB(A) to 50.98 dB(A). o Noise levels were monitored as per CPCB guidelines and are found to be well within the limits.  The parameters for Groundwater samples are within the limits specified for drinking water quality standards as per IS: 10500 (2012) except Hardness, Alkalinity, TDS, Magnesium, Chlorides, Iron 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).  Soil types are Sandy Clay loam, clay loam, sandy loam, loam etc. and the soil samples are slightly alkaline in nature.  Among the 239 plant species reported and one Vulnerable species namely Cleistanthus collinus are noticed in the Payakaraopeta R.F which is on the North direction at 8.4 km distance from the site area. As this RF is away from the project area, no direct impact on the particular species is noticed.  Among the 111 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 plantation and back water area of the buffer zone. 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 (7) locations including two (2) intertidal locations. Sediment Quality  Sand ranged between 2.34% and 89.57%; Silt ranged between 7.14% and 10.22%; Clay ranged between 0.76% and 52%  pH is alkaline in nature and varied from 8 to 8.2  Oil and Grease concentration varied between 0.06 μg/g to 0.08 μg/g  Iron ranged between 120 µg/g to 199 µg/g  Coliform population varied between 16 CFU/g and 17 CFU/g  E. coli population varied between 11 CFU/g and 13 CFU/g   Vibrio sp population ranged between 20 x 102 CFU/g to 31 x 102 CFU/g  Macro benthos Maximum density is 992 Nos/m2 and Minimum Density is 914 Nos/m2  Meiofauna density was ranged between 315 nos/10 cm2 and 497 nos/10 cm2 Water Quality  Water temperature ranged from 28.7°C to 29.6°C  Minimum and Maximum Salinity recorded varied between 34.5 ppt and 35 ppt  pH ranged between 8 to 8.2  Total suspended Solids varied from 64 mg/l to 106 mg/l  Turbidity varied from 30.42 NTU to 34.45 NTU  Dissolved Oxygen (DO) varied from 5 mg/l to 5.2 mg/l

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 BOD ranged between 1.3 mg/l to 1.6 mg/l  Chemical Oxygen Demand varied from 182 mg/l to 212 mg/l  Phytoplankton density was recorded as 20.5 x 103 and 31.8 x 103  Zooplankton density was between 835.47 x 102/m3 and 996.76 x 102/m3  Coliform population varied between 12 CFU/100ml of water and 15 CFU/100ml.  The maximum E. coli population observed is 7 CFU/ml.  Vibrio sp population ranged between 9 x 102 CFU/ml and 18 x 102 CFU/ml.

6.5 Socio Economic Conditions  The village mandals falling in the study area are T Nakkapalle, Payakaraopeta and S.Rayavaram mandals of Visakhapatnam District.  In the study area of 10.0 km Radius 48 villages are falling which includes hamlets and settlement villages of three mandals of Visakhapatnam district.  In the study area, the population is 1,46,664 of which males are 49.76% and females are 50.24%. The sex ratio of the study area is 1008 females over 1000 males.  The literate population in the study area is 71,116 which constitute to be 46.94% of the total population of the study area. The total percentage of male literate population accounts to 53.55% and total female percentage of literate population is 46.45%.  The working population in the project area are 60908 out of which males are constituted to 71.45% and females account to 28.55%. The sex-ratio of the working population is 400 females for 1000 males.  The study area of 10.0 km covers 14 fishing villages  Traditional fishermen families are 5127 with Fisher folk population of 20501 of which males are 51% and females are 49%. The sex ratio is 964.

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.

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 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 until TSDF at Nakkapalli I.P is operational. 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.

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

8 Environmental Monitoring Programme Page 7 C1181301 Obtaining Environmental Clearance and CFE for Nakkapalli Industrial Park RP003 rev. 0 Executive Summary 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 Traffic on NH-16 has been forecasted including the traffic Generated from Nakkapalli IP. The year of full development is assumed as 2030. For the purpose of analysis of generated traffic on the external road, it is assumed that about 50% of the above total traffic will be generated in the year 2028 and similarly 75% of the total traffic will get generated in the year 2029. For commercial traffic, based on the possible hinterlands and current external road connectivity, it is assumed that 50% of traffic on NH-16 will move towards Visakhapatnam road) and about 50% of the generated traffic will move towards the Tuni road. Currently, the traffic on NH-16 (Tuni-Visakhapatnam Road) is about 40,674 PCUs which has crossed the capacity of the 4-lane road. Also, with the additional generated traffic from the Nakkapalli IP in future, it is recommended to widen the existing road from 4-lane to 6-lane. NHAI has plan for expansion of NH-16 from 4 lane to 6 lane which can accommodate the Nakkapalli I.P generate traffic.

9.4 Social Impact Assessment This assessment is specifically addressing the potential impacts which will be generated as a result of proposed development.  Out of which 3899 acres of identified land parcel at Nakkapalli Mandal, Visakhapatnam has been proposed for the development of I.P, land is to be acquired or need to go for negotiation purchase for industrial park.  Out of 3899 acres, 2849.83 acres were taken possession by APIIC and reaming 1049.98 acres of government land need to be taken over possession.  Survey numbers falling in proposed Nakkapalli Industrial Park are given as Appendix A.  Compensation for land and structure are paid as per G.O 160 issued by GoAP dated November 16, 2016 and District collector orders vide File No. REV- ESECOLND(ATGL)82/2017-JA(E3)-VSKPCO/Dt:19-07-2018  The proposed project has no R&R for this site under VCIC but it is said that the existing settlements within the site boundary will be retained as it is by providing green buffer zone.  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 construction phase a total of 1200 employees will get employment. This include Skilled (Engineers and other officials), semiskilled and unskilled labour. The local employment could be higher for unskilled labour due to the availability of this category at local level

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10 Project Benefits The proposed Industrial park is expected to bring several benefits in the region as well lead to the development of the country. Some of the expected benefits are:  Innovative ideas  Skill development and enhancement  Training to the local population  Newer Income generation resources  Increase in trade activities  Increase in Foreign Direct Investment  Technology transfer  Project development will also attract hotel business, banking sector, small eateries, construction, transport and other supply services  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 per the OM F. No. 22-65/2017-IA.III dated May 01, 2018, Impact Assessment division, MoEF&CC, GoI, on Corporate Environment Responsibility, the project of Greenfield or brownfield have to invest in the CER with the investment fund. the Corporate Environmental Responsibility (CER) for the proposed project will fall under the CER Memorandum. The budget for the CER will be taken as per policies and the project cost as it is a Greenfield project which is worked out to Rs.15.41 Crores. The following are the areas/activities identified under Corporate Environment Responsibility. Table 3: Identified CER activities S. No CER Activities Identified 1 Female Literacy Higher Education at Secondary School level - Merit girls to be awarded 2 Toilets as per the requirements to be constructed to Support Swatch 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

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S. No CER Activities Identified 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 key environmental issues envisaged to be encountered during construction and operation phases of the project.  Provide guidelines for appropriate mitigation measures; Establish systems and procedures for implementing mitigation measures; Ensure the mitigation measures are being implemented; Monitor the effectiveness of mitigation measures  Institutional framework includes the responsibilities for environment management as well as responsibility for implementing environmental measures  Take necessary prompt action when unforeseen impacts occur 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  Solar power harnessing  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 to mitigate the environmental impacts, which are likely to arise due to the construction and operational phases of the IP could be achieved 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 ~2609 Million (260.9 Crores) and the annual recurring cost is INR 139 Million (13.9 Crores). 12 Conclusion In order to meet the growing needs of the industrial sector, it is necessary to identify new sites for industrial development. On the basis of the market analysis, area strengths and likely investment proposals in pipeline, it has been proposed to have all high market potential and high growth areas of identified industrial sectors. Proposed development will not envisage any resettlement. 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, marine, soil,

11 Environment Management Plan Page 10 Obtaining Environmental Clearance and CFE for Nakkapalli Industrial Park C1181301 Executive Summary RP003 rev. 0 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.

12 Conclusion Page 11

Figures 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

NH 16 (AH-45)

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 NH 16 (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 NH 16 (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

DUMBRIGUD

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

PARAVADA

NATHAVARAM BARC KOTAURATLA MUTYALAMMAPALEM PORT APSEZ BAY OF BENGAL EAST GODAVARI YELAMANCHILI APSEZ RAMBILLIEXP. AREAS S RAYAVARAM

0 km 50 km NH16(AH-45)PAYAKARAO TO CHENNAI PETA NAKKAPALLI SITE Scale in km Ltd. L&T

L&T-Ramboll Limited

Engineering

Engineers L&T Infrastructure L&T Infra Engineering Infrastructure Consulting Engineering Ltd. TO SCR Main Line To Vijayawada

NH 16 TO NH-16 TO

ENTRY / EXIT To Visakhapatnam

OFFICE WELFARE SERVICE BUILDING 3.4 Ac.

Shore Line

Proposed Outfall Pipeline

Shore Line LEGEND: BAY OF BENGAL NAKKAPALLI OVERALL AREA BOUNDARY (~3899 Ac.)

Index Type of LULC Area_Acres Green Area 614.15 Industrial Area 1270.90 Roads 408.22 0km 1km Logistics & Truck Terminal 71.27 Settlements 129.97 Supporting Facilities 37.00 Revenue Water bodies 308.15 Amenities 27.14 Hill Unutilized portions) 254.53 Scale in km Residential/Social CRZ Area 288.57 Proposed Marine Outfall Infrastructure 272.70 TSDF 61.60 Utilities 71.11 Total Area 3899 SST 83.76 L&T-Ramboll Infrastructure

L&T Limited

Ltd.

Engineers L&T Infrastructure L&T Infra Engineering Engineering Consulting Engineering Ltd. 82°32'30"E 82°35'0"E 82°37'30"E 82°40'0"E 82°42'30"E 82°45'0"E 82°47'30"E N 82°50'0"E PAYAKARAOPETA RESERVED FOREST 17°27'30"N 17°27'30"N 1 0 K TO VISAKHAPATNAM M TANDAVA NADI R A D S.RAYAVARAM I U S U PAYAKARAOPETA RESERVED FOREST I 17°25'0"N D S A R

17°25'0"N M K 5

NH16 (AH45)

South Central Railway Main Line NAKKAPALLI 17°22'30"N 17°22'30"N PAYAKARAO PETA

PROJECT SITE VEMPADU R.F

B A Y O F B E N G A L 17°20'0"N

TO VIJAYAWADA 17°20'0"N

TANDAVA NADI LEGEND: PROJECT SITE MANDAL BOUNDARY XX MANDAL NAME 17°17'30"N

0km 4km 17°17'30"N

Scale in km

82°32'30"E 82°35'0"E 82°37'30"E 82°40'0"E 82°42'30"E 82°45'0"E 82°47'30"E 82°50'0"E Ltd. L&T

L&T-Ramboll Limited

Engineering

Engineers L&T Infrastructure L&T Infra Engineering Infrastructure Consulting Engineering Ltd.

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