PRE-FEASIBILITY CUM DETAIL PROJECT REPORT FOR SAND EXTRACTION PROJECT: 300 MT/DAY (FROM RIVER TAPI PAT)



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A PRE-FEASIBILITY CUM DETAIL PROJECT REPORT FOR SAND EXTRACTION PROJECT: 300 MT/DAY (FROM RIVER TAPI PAT) OF PADMABEN JAYANTIBHAI OAD RESI. AT: VILL: GHALA, TAL: KAMREJ, DIST: SURAT

INDEX LIST OF CONTENTS CHAPTER DESCRIPTION PAGE 1. INTRODUCTION 01 1.1 Background 01 1.2 Legal Requirement 01 1.3 Objective 01 2. PROJECT DETAILS 02 2.1 Project location 02 2.2 Justification of Site Selection 02 2.3 Land 03 2.4 Capital Cost of Project 03 2.5 Means of Finance 03 3. DETAILS OF MANUFACTURING PROCESS 04 3.1 List of Machinery 04 3.2 Manufacturing Process 04 4. RESOURCES CONSUMPTION 05 4.1 Raw Material 05 4.2 Power 05 4.3 Water 05 4.4 Fuel Consumption 05 4.5 Manpower 05 5. POLLUTION POTENTIAL 06 5.1 Water Pollution 06 5.1.1 Water Consumption & Wastewater Generation 06 5.2 Air Pollution 06 5.3 Hazardous Waste Generation 07 6. ENVIRONMENTAL MANAGEMENT PLAN 08 6.1 Water Pollution 08 6.2 Air Pollution 08 6.2.1 Fugitive Air Pollution 08 6.2.2 Stationary Source Emission 08 6.3 Noise Pollution 09 6.4 Solid/Hazardous Waste Manangment 09 6.5 Recurring Cost of EMP 09 6.6 CREP Program 09 7. CONCLUSION 10

CHAPTER - 1 INTRODUCTION 1.1 Background Mr. Padmaben Jayantibhai Oad is residing at Vill: Ghala, Tal: Kamrej, Dist: Surat, of Gujarat State from last 30 years. She is Sand Extractor. Now, She proposes to get renewal of lease for sand extraction from river pat of Tapi. For this, She has applied to Geologist Office at Tapi on dated: 28/01/2009 for getting lease of sand extraction from the river pat of Tapi for 4-00-00Hector land. She proposes to extract sand-400 MT/day. The lease holder believes in sustainable development and equally concern about environment preservation and pollution control. The lease holder proposes to provide adequate Environmental Management System to meet desired norms prescribed by the statutory authority. The details about the proprietorship of the lease is given in Table 1 Table 1: Details of Proprietor Sr. Name of the Proprietor Qualification Experience Designation (Years) 1. Mr. Padmaben Jayantibhai Oad 10 th Pass 7 Sand Extractor 1.2 Legal Requirement As per Environmental Impact Assessment Notification 2006 dated 14/09/06 and amended time to time, the project covers under activity 1 (a) of the Category B of the Schedule of the EIA notification. Therefore, this Project for Sand Extraction- 400 MT/day requires obtaining Environmental Clearance Certificate from SEAC. 1.3 Objective The lease holder requires to submitting Pre-Feasibility Report including details of proposed project along with its EC application. The objectives of the report are: A. To assess the feasibility of the proposed plant. B. To identify various sources of pollution and anticipate the impacts of the proposed plant on the environment during operation phases. C. To evaluate Environmental Management Plan to prevent and mitigate the adverse impact on environment due to the project. 01

CHAPTER - 2 2.1 Project Location PROJECT DETAILS The location of the site is at Tapi River Pat at Vill: Ghala, Tal: Kamrej, Dist.: Surat of Gujarat State. The site is 50 m away from river bank.it is at Tapi river pat at Ghala. It is toward village side river pat. As per detailed map of surveyor & a Google map, the lease holders apply to the concern Geologist for getting lease for 4-00-00. The salient feature of the proposed plant site and study area is discussed here under: 1. Land Use of Plant Site (% Share) a) Type of land : River Pat(4-00-00Hactors) 2. Minimum Distances from Plant Site a) Village : Ghala @ 1.40 km b) Railway Station : Surat @ 22.59 km c) Highway : S. H.-71 @ 0.95 km d) Air port : Surat @ 55.45 km e) Sea Coast : Arabian Sea @ 67.35 km 3. Displacement of Population : Nil 4. Places of Interest within 10 Km radius from the Plant Site (if any) Sr Place Details Name Distance (km) & Direction from the a. Historical Place b. Archaeological Place c. Wildlife sanctuary No such places within the study area No such places within the study area No such places within the study area d. National park No such places within the study area 2.2 Justification of Site Selection plant site Not Applicable Not Applicable Not Applicable Not Applicable The proposed site of the Sand Extraction is selected by viewing the various factors. Some of the important factors are as follows: The proposed site is situated in stream of river Tapi having easy availability of sand as it is perennial river. Every year during flood in monsoon, it will recoup the site. It is seasonal business running from 15 th November to 14 June of every year. During flood days, work will be closed. Also, the activity will be carried out in day time only. Here we attached our site Google map with the co-ordinates. While mapping river width at our site, total width of the river is found 500 m. The depth of the river from river bank side to bottom of main stream found 12 m and from site is 9 m. Development of communication system is good in the region due to proximity to Surat city.

2.3 Land 4-00-00hectors of river pat land to be used for extraction of sand. A surveyor map is attached. A Google map showing site details with all coordinates is attached. 2.4 Capital Cost of Project Capital cost of the all lease will be of Rs. 12 lacs.this includes lease fees/royalty, machinery & manpower cost etc. all 2.5 Means of Finance: Lease holders own capital 03

3.1 List of Machinery: DETAILS OF MANUFACTURING PROCESS Sr. Equipments Qty. Capacity 1. Truck 20 10 MT per trip( by volume) 2. Weigh Bridge 01 50MT 3. Boat with DDMP 06 75 MTD of each boat 3.2 Manufacturing Process List of products: River sand- 400 MTPD, List of Raw Material : Dewatering of River mud 920 KLPD By-Product: 120 MTPD (Gravel) Sand Extraction Process CHAPTER 3 The lease holders will hire 06 nos of boat. Each equipped with 10 HP diesel driven mud pump to extract the sand from river pat of Tapi. The machines will Dewatered the mud -920 KLPD. out of 920 KLPD of mud water, 360 KLPD mud water will be return back to the river while 40 KLPD will be absorbed in sand and will evaporated. 120 MTPD gravel will be there while 300 MTPD sand will be received. 20 Truck having 2 trips per day (capacity-10mt of each) will be used per day to transfer 400MT of sand. After loading truck, it will goes to weigh bridge to weigh it. Then truck will be reached to actual users. The activity will be carried out in day time only. The work will be carry out in only off dry season. River mud Dewatering Screening Truck Loading by machine Truck Packing Weighing of Truck Transport Actual user 04

RESOURCE CONSUMPTION CHAPTER 4 4.1 Raw Material: Dewatering of river mud- 920 KLPD 4.2 Power: Nil Work will be carry out in day time, electricity is not required. 4.3 Water 4 KL/day of water consumed for domestic purpose. No water requirement for process or utility 4.4 Fuel Consumption 120 liter per day of diesel will be consumed for operation of DDMP machines. 4.5 Manpower: The total manpower requirement for the proposed work will be 28. The break-up of manpower under different head is depicting as under: Table 8: Manpower details for proposed expansion Manpower Numbers Machine Operator 06 Helper 06 Watchman 01 Clerk/accountant 01 Management 02 Labour for loading of truck 12 Total 28 05

CHAPTER 5 POLLUTON POTENTIAL 5.1 Water Pollution The lease holder will Dewatered-920 KLPD of mud water from river stream. No utility water requirement.3.0 Kl/day water is required for domestic purpose. Only 3.2 Kl/day of sewage will be generated. 5.1.1 Water Consumption and Wastewater Generation Table 9: Water Consumption & Wastewater Generation Sr. Category Water consumption (KL/Day) Waste Water Generation/seepage of dewatered water (KL/Day) 1. Process 920 360 Cooling Nil Nil 2. Domestic 4.0 3.2(sewage) Total 924 363.2 Water Requirement (924 KL/day) Gardenin g Industrial(920) Domestic(4.0) Nil Process (920) Cooling (0.0) 920 360 back to river 40 evp. Nil Drinking(0.8) Soak Pit (2.0) Figure 3: Water balance diagram for proposed operations 06

5.2 Air Pollution: During dewatering of river mud, there is moisture in sand. It may prevent air emission. Loading of sand will be carried out by labour only. Thus, there may not be fugitive emission. The moisture content of sand may prevent air emission. Over loading truck may leak the sand.poor body truck may leakage the sand. During transportation, there may be possibility of sand leakage. Rough road may cause leakage of sand. Combustion of diesel in DDMP may cause air pollution. Poor condition truck may cause air emission due to im-proper combustion of diesel. During passing of truck on rough road, may create dust emission. 5.3 Hazardous Waste Generation: Sr. Source of Waste Waste Quantity of Waste No Generation Category Type 1 Machinery 5.1 Used oil 200 Lit/Year 07

CHAPTER - 6 6,1 Water Pollution: ENVIRONMENTAL MANAGEMENT PLAN 920 KLPD of river stream mud water will be consumed, 360 KLPD of waste water generated, it will be return back to the river. No utility water consumption. Only 4.0 kl/day of domestic water consumption, it may cause to 3.2 KL/day of sewage generation. The temporary soak pit will be provided to discharge sewage. 6.2 Air Pollution: 6.2.1 Fugitive Air Pollution: Sr. Sources Probable Exposure PM2.5 Microgm/ 01 Dewatering of river stream mud 02 Truck loading 03 Tran port of sand by truck Probable Exposure PM10 Microgm/m 3 Tolerance Limit PM2.5 Microgm/ m3 Toleran ce Limit PM10 Microg m/m3 Mitigation Measures m3 <60 <100 60 100 Due to moisture, no fugitive emmition in this process. <60 <100 60 100 Over loading is to be prohibited. Closed Body truck is to be used having provision to cover top by talpatri or kantan to prevent leakage. Dust mask is provided to the workers. <60 <100 60 100 Stabilized road will be provided. Over loading is to be prohibited. Closed Body truck is to be used having provision to cover top by talpatri or kantan to prevent leakage. Truck will be well maintained.dust mask is provided to the workers. 6.2.2 Stationary Sources Emission: Sr. Sources 01 Exhaust of DDMP Due to combustion of diesel 02 Truck Due combustion Diesel to of Probable Exposure SPM Probable Exposure SOx Probable Exposure Nox Tolerance Limit Mitigation Measures <150ppm <100ppm <50ppm SPM- By using good 100ppm quality diesel and by Sox extending exhaust 100ppm Nox beyond top of body of m/c <150ppm <100ppm <50ppm 50ppmy By using twell maintained truck and by providing smoke arrestor on silencer of truck 08

6.3 Noise pollution: Sr. Sources Probable Exposure (dba) Tolerance Limit Mitigation Measures 01 Dewatering of river 80-85 75 in day Ear plug is to provider to m/c operator and stream mud by DDMP helper 02 Truck loading 80-85 75 in day Ear plug is to provider to m/c operator and helper 03 Tran port of sand by truck 75-80 75 in day Ear plug is to provider to truck operator and helper 6.4:Sold/Hazardous waste management: 200 liter per year of used oil from the machine will be generated. This will be sold out to MOEF recyclers only 6.5 Recurring cost of EMP: Rs. 4.00 lakh will be allotted to make road stabilized, to provide PPE to the workers. 6.6 CREP program: We will provide free of sand to village panchayat for making school room, temple etc, Also, we will provide stationery to the nearby school for student. We will help nearby villager to clean out drain of village 09

CONCLUSION CHAPTER 7 Looking to: The size of project No ecological sensitive like national park / wildlife sanctuary, reserve forest area within 10 Km redial distance from the project site. No any displacement of population (R& R) due to proposed project. Sand as product & river mud as raw material. River stream to be used. Extraction & erosion of river due to activity may be recoup by every year in monsoon by flood. No underwater extraction beyond 3 meter depth. Only seasonal activity to be done. Only day time activity to be carried out. No water pollution potential, Mitigation measure suggested for stationry & fugitive emission. The site is away from habitation. we pray to SEAC to consider our project as Category-B2 and may grant EC. 10