PRE- FEASIBILITY REPORT FOR PROPOSED ORDINARY EARTH EXCAVATION PROJECT (94.59 ARES) of Shri Saji Sebastian, Madeckal House, Kizhakambalam P.
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1 PRE- FEASIBILITY REPORT FOR PROPOSED ORDINARY EARTH EXCAVATION PROJECT (94.59 ARES) of Shri Saji Sebastian, Madeckal House, Kizhakambalam P.O, Ernakulam (Dist.) Survey No. 129/1-4,129/2-1, Arakuzha Village, Muvattupuzha Taluk. Ernakulam (Dist.) 1
2 EXECUTIVE SUMMARY: Location : Ordinary Earth excavation site of Shri. Saji Sebastian is located at the Village: Arakuzha, Taluk: Muvattupuzha, District: Ernakulam and resides in Madeckal House, Kizhakambalam P.O, Ernakulam Dist. Ordinary Earth excavation site is situated about 20 kms from District headquarter Ernakulam, General details: Total land area is Are s. Which will be used for ordinary earth excavation. The subject land is private patta land and does not belong to government or served for any other purpose. The subject area is away from public properties and there is no objection of the public Or any litigation. Excavated ordinary earth will be utilized for Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142, 143,180, 181,183,184,186,188,190,191,192,194,195,196,197,198,199,200,201,202,203,204,205,206,207,208,2 09,212,218,,222,234 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. Raw Materials : This is an ordinary earth excavation project. Excavated ordinary earth will be utilised for Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142,143,180, 181,183,184, 186,188,190,191,192,194,195,196,197,198,199,200,201,202,203,204,205,206,207,208,209,212,218,,2 22,234 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. No raw materials will be required for proposed ordinary earth excavation project. Pollution Control Measures : The major sources of pollution proposed ordinary earth excavation activity will be particulate matter (Fugitive emission) generated due to excavation of ordinary earth. The surrounding of project area is agricultural in nature with good greenery all around. This will minimize the fugitive emissions. However, ordinary earth excavation operation will be carried out only in terraced manner to prevent the spreading of fugitive dust emissions. Solid Waste management: No solid wastes will be generated due to proposed ordinary earth excavation operation. 2
3 INTRODUCTION OF THE PROJECT / BACKGROUND INFORMATION Brief description of nature of project: Excavated ordinary earth will be utilised for Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142,143,180,181,183,184,186,188,190,191,192,194,195,196,197,198,199,200,201,2 02,203,204,205,206,207,208,209,212,218,,222,234 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. Need for the project and its importance to the country and or region: For Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142,143,180,181,183,184,186,188,190,191,192,194,195,196,197,198,199,200,201,2 02,203,204,205,206,207,208,209,212,218,,222,234 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. Demand supply Gap: The excavated ordinary earth is used for levelling of ground for various purposes, here the excavated ordinary earth shall be used for Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142,143,180,181,183,184,186,188,190,191,192,194,195,196,197,198,199,200,201,2 02,203,204,205,206,207,208,209,212,218,,222,234 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. Imports VS Indigenous production: Only local indigenous production of ordinary earth can be relied upon. Export possibility : There are no possibilities for export of excavated ordinary earth. 3
4 Domestic / export Market : For Levelling & soil filling at US TECHNOLOGY INTL PVT LTD.,Unit-I UST GLOBAL CAMPUS,Technopark Phase II,Electronics Technology parks SEZ II, Attipra,Kulathoor,Trivandrum Survey No: 96,97,99,100,101,142,143,180,181, 183,184,186, 188,190,191,192,194,195,196,197,198,199,200,201,202,203,204,205,206,207,208,209,212,218,,222,2 34 by Greatwall Builders and Developers,Mangalapuram,Thonnakal,Trivandrum. Employment generation (Direct & indirect) in the proposed unit, approx. 15 local labours will be hired for excavation of ordinary earth from nearby area. Project Description: Type of project including inter dependent project: Not applicable, Details of alternate sites considered and the basis of selecting the proposed site particularly the environment consideration taken into should be highlighted. No alternate site bas been considered for the proposed ordinary earth excavation activity. Size or magnitude of operation: Ordinary earth excavation will be done in Ares of land. The Quantity of the Ordinary Earth available in the area is as follows; Geological Reserve (Available Quantity) AREA (M2) VOLUME (M3) SP. GRAVITY TONNAGE , ,590 Mineable Reserve (Ordinary Earth Proposed to be Excavated) AREA (M2) VOLUME(M3) SP. GRAVITY TONNAGE , ,836 Total Quantity of Ordianry Earth Available is about 94,950 Tons upto a depth of 4m.It is planned to excavate about 37,836 tons of ordinary earth from proposed ordinary earth excavation area upto a depth of 2m from the surface. 4
5 Project description with process details : (a schematic diagram/flow chart layout, components of the project) Demarcation of Site Site Clearance Ordinary Earth Excavation Transportation to Destination In the proposed ordinary earth excavation project, excavating machines will be used for excavation. The ordinary earth will be excavated and loaded using excavators into dumper vehicles like Tippers. These vehicle will Transport the excavated ordinary earth to the construction site. Raw material required along with estimated quantity, likely source, marketing area for the products. mode of transport of raw material & Finished products; No raw materials are required for the proposed ordinary earth excavation project. Resources optimization/recycling and reuse envisaged in the project. if any' should be briefly outlined; No recycling and reuse envisaged in the proposed ordinary earth excavation project. Quantity of waste to be generated (Liquid and solid) and scheme for their management. No effluent will be generated due to proposed ordinary earth excavation unit as the water will be used for domestic purposes only. The major sources of pollution in proposed ordinary earth excavation activity will be particulate matter (fugitive emission) generated due to excavation of ordinary earth. The surrounding of project area is agricultural in nature with good greenery all around. This will minimize the fugitive emissions. However. site will be surrounded in terraced manner for preventing 5
6 the spreading of fugitive dust emissions. No solid waste will be generated due to proposed ordinary earth excavation activities. Site Analysis: Connectivity: ordinary earth excavation site of Mr. Saji Sebastian is well connected through roads and railways. It is about 44 kms from District Headquarter Ernakulam. Project site is about 35 kms from Aluva railway station. Google Image Topography ( along with map): Existing land use pattern (agriculture, forest, water bodies induding CRZ), showing distance from the periphery of the project, forest, national park, wild life sanctuary, ece-sensirivfty area, water bodies distance from H FL Iine, CRZ uoriflcatlon for notified Industrial area. At the present land is undeveloped and no agriculture or any other activities are being carried out within the project area. Existing Infrastructure: There are no existing infrastructures on the project site. 6
7 Soil Classification : The soil of the site can be classified into the following cropping main types: gravel, red bricks and pattern rocky type. The principal cashew crops grown and rubber. The fully grown rubber wood is cut after four years. Hydrology : The general ground water table in this area is m below the general ground level during the summer and around 8 15 m during monsoon. Since the area falls on the hillock, and the ground water table is m below the general ground level, none of the Earthwork workings will touch the water table. The workings are very much above the ground water table. Water resource in the area are ground water and rain water. The area receives copious amount of mm rainfall annually on an average: Climatic Data Temperatures vary considerable from season to season. Summers are generally hot and winters are cool, Means maximum temperatures ranges between 25.4 C during January to about 34 C during May. Social infrastructure Available : Schools (Primary as well as secondary) Health centres and hospitals - Electricity- Tanks - Post office - Veterinary centres, these facilities are available within 1.5kms of proposed ordinary earth excavation area. Planning Brief: Connectivity ordinary earth excavation site of Mr. Saji Sebastian is well connected with public transport roads. I. Industrial waste management: No individual waste water &. solid waste will be generated due to proposed ordinary earth excavation activity. The major sources of pollution in proposed ordinary earth excavation activity will be particulate matter, taking steps to avoid such pollutions. 7
8 2. Power requirement &. Supply source : No power will be required for the proposed ordinary earth excavation project as the excavation will be done manually and using excavators. Diesel required will be around 300Litres/day. Rehabilitation & Settlement (R&R) Plan No R&R is required as the project area belongs to the project proponent. Ground water table. Water resource in the area are ground water and rain water. The area receives copious amount of mm Rainfall annually on an average: Climatic Data Temperatures vary considerably from season to season. Summers are generally hot and winters are cool, Mean maximum temperatures ranges between 25.4 C during January to about 34 C during May. Social infrastructure Available : ScbooIs (Primary as well as secondary) Health centres and hospitals - Electricity- Tanks - Post office - Veterinary centres and these facilities are available within 1.5kms of proposed ordinary earth excavation area. Planning Brief: Connectivity ordinary earth excavation site of Mr. Saji Sebastian is well connected with public transport roads. 1. Industrial waste management: No industrial waste water &. solid waste will be generated due to proposed ordinary earth excavation activity. The major sources of pollution in proposed ordinary earth excavation activity will be particulate matter, taking steps to avoid such pollutions. 8
9 2. Power requirement &. Supply source : No power will be required for the proposed ordinary earth excavation project as the excavation will be done manually and using excavators. Diesel required will be around 300 litres per day. Rehabilitation & Re Settlement (R&R) Plan No R&R is required as the project area belong to the project proponent. Land Use Planning' Total land area is Ares which will be used for ordinary earth excavation after completion of project, it will be used for crop cultivation. Proposed lnfrastructure Assessment of infrastructure demand (Physical & social): The basic infrastructure such as roads, electricity, transportation, drinking water supply, heath centres and hospitals, school. colleges, sanitation facilities are available in the vicinity of the proposed ordinary earth excavation area which is at the distance of 1.5 km. from the project site. The proposed project is not going to have any unbearable load on any of these resources. Amenities Facilities Safe Drinking water and rest shelters will be provided for workers at proposed ordinary earth excavation area. No major infrastructures are proposed at the ordinary earth excavation area except, drinking water and rest shelters. Greenbelt will be developed and maintained all along the project periphery. APPLICANT Shri Saji Sebastian, Madeckal House, Kizhakambalam P.O, Ernakulam (Dist.) Mobile : C.BALARAMAN Paliam, Peoly Road, Kacheripadi Kochi , Kerala RQP NO:RQP/BNG/369/2016/A balramc28@gmail.com Mobile :
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