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EXECUTIVE SUMMARY Proposed Nandikur Industrial Area at Nandikur Village, Udupi Taluk, Udupi District, Karnataka

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EXECUTIVE SUMMARY Proposed Nandikur Industrial Area at Nandikur Village, Udupi Taluk, Udupi District, Karnataka KARNATAKA INDUSTRIAL AREA DEVELOPMENT BOARD EXECUTIVE SUMMARY Proposed Nandikur Industrial Area at Nandikur village, Udupi Taluk, Udupi District, Karnataka ENVIRONMENTAL CONSULTANT Executive Summary INTRODUCTION Karnataka Industrial Area Development Board (KIADB) is a wholly owned infrastructure agency of Government of Karnataka, set up under Karnataka Industrial Areas Development Act of 1966. KIADB has developed 148 industrial areasspread all over the state. KIADB hasnow proposed to developNandikur Industrial Area35.06 Hectares (86.64 Acres) at Nandikur village, Udupi Taluk, Udupi District, Karnataka The summary is intended to provide an overview of the prevailing baseline conditions, keyenvironmental issues and their likely impacts and also list the major recommended mitigationmeasures to mitigate the impacts. PROJECT DETAILS Sl. No Particular Details 1. Project Proponent Karnataka Industrial Area Development (KIADB) 2. Project Name Establishment of Nandikur Industrial Area 3. Project Location Nandikur village, Udupi Taluk, Udupi District 4. Land Requirement 35.06 Hectares (86.64 acres) 5. Schedule & Category 7 (C)& B category 6. Total Cost of the project Rs. 49 Crores PROJECT LOCATION The project site is located at Nandikur village, Udupi Taluk and Udupi District. The area lies in the northern latitude of 13°09’05.2”N and eastern longitude of 74°48’44.9”E.Site is well connected by road, rail and airport. Executive Summary Figure 1 - Location Map of the Project Site Executive Summary Figure 2 - 500 m Radius of the Project site Executive Summary NEED AND JUSTIFICATION OF THE PROJECT The Nandikur area is probably the industrialized area in the State of Karnataka and as such there is not only influx of industries but also due to creation of new industries more workers and man power have joined this places leading to a substantial increase in the population. The project will generate direct and indirect employment opportunities for the local people. The plant will create additional employment during construction & operational phase. ENVIRONMENTAL SETTING OF THE PROJECT SITE Selection criteria Details Elevation above Mean Sea Level 28 m Climatic Conditions Summer Minimum Temperature - 29 °C Maximum Temperature – 32 °C Winter Minimum Temperature - 22 °C Maximum Temperature – 28 °C Land availability 86.64 Acres Nearest Highway • NH 17 (Mangalore to Udupi) around 3.5 Km • SH 1(connecting Padubidri to Karkala) Nearest Railway station • Nandikur Railway Station is about 1.7 km (S) • Padubidri Railway Station is about is 6.5 km(NW) • Mulki Railway Station is about is 8.7 km (S) Nearest airport Mangalore International Airport-22.3 Km (SE) Nearest Town / City • Padubidri 3.7 km (W) • Palimar 1.8 km (S) Topography Plain Archaeologically important places Nil within 15km radius National parks/ Wildlife Sanctuaries Nil within 15km radius Executive Summary Water Bodies/Rivers • Shambavi river - 2.9 Km (SW) • Arabian Sea – 4.9 Km (W) • Dalanthre lake - 2.8 km (N) • Nandini river – 11.5 km (SW) Reserved/ Forests Pilarkhana Forest 6.3 km (NE) Seismicity The study area falls under seismic zone-III Defense Installations Nil in 10 km radius PROJECT COMPONENTS The proposed industrial area will include following infrastructure facilities: • Industrial Plots • Septic tank & Soak Pit • Approach roads • Power Sub-Stations • Internal roads with storm water • Solid Waste Incinerator drains • Power supply and street lighting • Rain Water Harvesting System • Water supply network • Public utilities • Parking/Buffer zone area. • Green Belt Development LAND USE DISTRIBUTION & AREA STATEMENT S.No Description Acres Hectares % of Land Use 1 Industries 47.70 19.30 55.05 2 Park/ Buffer Zone 17.06 6.90 19.70 3 Parking area 4.33 1.75 5.00 4 Roads 12.57 5.08 14.50 6 CA & Utilities 4.98 2.01 5.75 Total Area 86.64 35.04 100 WATER AND WASTEWATER GENERATION The total water demand for the proposed site during operation will be about 483 KLD out of which the sewage generated will be 146 KLD.The treated water will be reused in toilet Executive Summary flushing, gardening etc. and the estimated amount of wastewater generated from the industries is 391 KLD, which will be treated in their respective Effluent Treatment Plants (ETP). SOLID WASTE ESTIMATION The quantities of waste likely to be generated from the industrial and non-industrial phases have been estimated on the basis of population and land use characteristics. Table 2 presents the estimated solid waste quantities from the proposed project. Total Waste Bio- Non-Bio Recyclable from degradable degradable S.No Type of Waste Waste different Waste Waste (Kg/Day) Phase (Kg/Day) (Kg/Day) (Kg/Day) 1 Industrial Waste 230 131 295 656 2 Municipal Waste 49 51 13 113 3 STP Sludge 36.5 - - 36.5 Total Solid Waste (Kg/Day) 315.5 182 428 805.5 BASE LINE DATA The primary baseline data have been established by the field survey and subsequent lab analysis of the samples. The expert crew stayed in the field for the study of Air, water, land and noise quality of the core and buffer area. Details of the sampling Locations for Air, water, soil and noise are tabulated as below. DATA GENERATION & OBSERVATION AirEnvironment The prime objective of baseline air monitoring is to evaluate the existing air quality of the area. This will also be useful for assessing the conformity to standards of the ambient air quality during the construction and operation of the proposed project. This section describes the selection of sampling locations, methodology adopted for sampling, analytical techniques and frequency of sampling. The results of ambient air monitoring carried out in the 6 locations of the study area. The results of ambient air monitoring carried out during the study during the month of September, October and November 2013 Executive Summary PM10 – A maximum value of 56.8µg/m3 was observed at Yermal Thenka (AAQ6). A minimum of 46.4µg/m3 was observed at Mudarangadi (AAQ5).The 24 hours applicable limit for industrial/residential/rural areas is 100µg/m3, the sampled locations are within the prescribed limit. PM2.5 – The maximum value of 28.1µg/m3 was observed at Project Site (Nandikur) (AAQ1). A minimum of 20.2µg/m3 was observed at Mudarangadi (AAQ5). The 24 hours applicable limit is 80µg/m3 for industrial/residential/rural areas, the sampled locations are within the prescribed limit. SO2 - The maximum value of 7.6µg/m3 was observed at Project Site (Nandikur) (AAQ1).A minimum of 5.6µg/m3 was observed at Mudarangadi (AAQ5). The 24 hours applicable limit is 80µg/m3 for industrial/residential/rural areas, the sampled locations are within the prescribed limit. NOX - The maximum value of 14.7µg/m3 was observed at Yermal Thenka (AAQ6).A minimum of 8.2µg/m3 was observed at Palimar (Q3). The 24 hours applicable limit is 80µg/m3 for industrial/residential/rural areas, the sampled locations are within the prescribed limit. NOISE QUALITY Day Time Noise Level:- Noise levels during day time were found to be in the range 46.8 – 52.1 dB (A). The maximum noise level was observed to be 52.1 dB (A) at Yermal Thenka (N6) and a minimum of 46.8 dB (A) was observed at Padubidri (N2). The monitored locations during the Day time are under the prescribed limit. Night Time Noise Levels: - Noise levels observed to fall in the range 41.6 – 43.8 dB (A) during the night time. Maximum noise level of 43.8 dB (A) was observed at Hejmady (N4) and a minimum of 41.6 dB (A) at Padubidri (N2).The monitored locations during the night time are under the prescribed limit. WATER ENVIRONMENT The analysis results of ground water samples indicate that the average pH ranges in between 6.5 – 7.37, TDS of 500 mg/l was found in Project site Nandikur, correspondingly the Executive Summary hardness, alkalinity, chlorides & sulphates were also average. Iron value of 0.10mg/l, was found in Palimar. The groundwater at project site is comparatively good and with some treatment, can be used for domestic purpose. SOIL ENVIRONMENT It has been observed that the pH of the soil ranges from 5.44 - 6.43 indicating that the soil is ideal for plant growth. The nitrogen values are in the range of 33.5 - 146 mg/kg and the potassium values range between 235 - 472 mg/kg, which indicate that the soils have moderate quantities of potassium. The soil from the study area shows moderately fertility. ECOLOGY The flora and fauna in the study area are explored by the expert crew. The land type, forest area and other ecological aspects are detailed in this section. The impact of the proposed project to the biodiversity, terrestrial and aquatic ecology has been studied. DEMOGRAPHY AND SOCIO- ECONOMICS The baseline data includes the socio economic status of the area. The data about the human settlements in and around the project site, health status of the community, existing infrastructure facilities for social welfare, job opportunities, safety and security of the workers and the surrounding population. The positive impact of the proposed project and the socio economic status in the buffer zone is reported .
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