(PREPARED UNDER RULES 41 & 42 AS AMENDED IN TAMILNADU MINOR MINERAL CONCESSION RULES, 1959)
(Lease Period = Five Years)
IN LOCATION OF THE QUARRY LEASE APPLIED AREA EXTENT : 2.02.5HA S.F.NO’S : 702/2 VILLAGE : MAGARAL TALUK : WALAJABAD DISTRICT : KANCHEEPURAM STATE : TAMILNADU
FOR
APPLICANT Thiru.K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District.
PREPARED BY
S.Ilavarasan, M.Sc., Recognized Qualified Person
RQP/MAS/253/2013/A M/s. Geo Exploration and Mining Solutions,
Regd.off.No: 17, Advaitha Ashram Road, Alagapuram Post, Salem – 636 004. E-mail id: [email protected] Website: www.gemssalem.com
LIST OF CONTENTS S.No. Description Page No.
1.0 General Information 3
2.0 Location 4
PART-A
3.0 Geology and Mineral Reserves 6
4.0 Mining 9
5.0 Blasting 13
6.0 Mine Drainage 15
7.0 Other Permanent Structures 16
8.0 Employment Potential & Welfare Measures 18
PART-B
9.0 Environment Management Plan 20
10.0 Mine Closure Plan 26
Any Other Details Intend to Furnish by the 11.0 28 Applicant
LIST OF ANNEXURES
S.No. Description Annx.no.
1. Copy of Precise Area Communication I
2. Copy of FMB II
3. Copy of Combined Map III
4. Copy of Patta IV
5. Copy of Adangal V
6. Copy of A-Register VI
7. Copy of Consent Document VII
8. Copy of ID Proof VIII
9. Copy of RQP Certificate IX
LIST OF PLATES
S.No Description Plate.No
1. LOCATION PLAN I
TOPOSKETCH OF QUARRY LEASE AREA 2. IA COVERING 10KM RADIUS 3. ENVIRONMENTAL PLAN IB 4. KEY PLAN IC 5. QUARRY LEASE & SURFACE PLAN II TOPOGRAPHY, GEOLOGICAL PLAN & 6. SECTIONS SHOWING YEARWISE III DEVELOPMENT & PRODUCTION 7. CONCEPTUAL PLAN & SECTIONS IV
K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District.
CONSENT LETTER FROM APPLICANT
The Mining Plan in Respect Rough stone and Gravel Quarry in S.F.No.702/2 over an extent of 2.02.5Ha of Patta Land in Magaral Village, Walajabad Taluk, Kancheepuram District, Tamilnadu State has been prepared by S.Ilavarasan, M.Sc., RQP/MAS/253/2013/A I request to the District Collector, Kancheepuram to make further correspondence regarding the modification of the Mining Plan with the said Recognized Qualified Person at his following address. S.Ilavarasan, M.Sc., Regd.off.No:17, Advaitha Ashram Road, Alagapuram post, Salem – 636 004. Cell: 94433 56539, 94422 78601.
I hereby undertake that all the modifications, if any made in the Mining Plan by the Recognized Qualified Person may be deemed to have been made with my knowledge and consent and shall be acceptable to me and binding on me in all respects. Signature of the Applicant
K.Samyappan Place: Kancheepuram Date: 16.04.2018
K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District.
DECLARATION OF THE APPLICANT
The Mining Plan in Respect of Rough stone and Gravel Quarry in S.F.No.702/2 over an extent of 2.02.5Ha of Patta Land in Magaral Village, Walajabad Taluk, Kancheepuram District, Tamilnadu State has been prepared in full consultation with me.
I have understood its contents and agree to implement the same in accordance with Laws, Rules and Act applicable to Quarry.
Signature of the Applicant
K.Samyappan Place: Kancheepuram Date: 16.04.2018
S.Ilavarasan, M.Sc., Regd.off.No:17, Advaitha Ashram Road, Alagapuram post, Salem – 636 004. Cell: 94433 56539, 94422 78601.
CERTIFICATE FROM THE RECOGNIZED QUALIFIED PERSON
This is to certify that the Provisions of Prepared under Rules 41 & 42 as Amended in Tamilnadu Minor Mineral Concession Rules, 1959.The preparation of Mining Plan for Rough stone and Gravel Quarry in S.F.No.702/2 over an extent of 2.02.5Ha of Patta Land in Magaral Village, Walajabad Taluk, Kancheepuram District, Tamilnadu State has been prepared for Thiru.K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District. Whenever specific permissions / exemptions / relaxations and approvals are required, the Applicant will approach the concerned authorities of the District Collectorate, Kancheepuram, Tamilnadu for such permissions/ exemptions/ relaxations and approvals. It is also certified that information furnished in the above Mining plan are true and correct to the best of my knowledge.
Signature of the Recognized Qualified Person
S.Ilavarasan, M.Sc., RQP/MAS/253/2013/A Place: Salem Date: 18.04.2018
S.Ilavarasan, M.Sc., Regd.off.No: 17, Advaitha Ashram Road, Alagapuram post, Salem – 636 004. Cell: 94433 56539, 94422 78601.
CERTIFICATE FROM THE RECOGNIZED QUALIFIED PERSON
Certified that the Provisions of Mines Act, Rules and Regulations or Orders made there under have been observed in the preparation of Mining Plan for Rough stone and Gravel Quarry in S.F.No.702/2 over an extent of 2.02.5Ha of Patta Land in Magaral “B” Village, Walajabad Taluk, Kancheepuram District, Tamilnadu State has been prepared for Thiru.K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District. Whenever specific permissions/ exemptions/ relaxations and approvals are required, the Applicant will approach the concerned authorities of Director General of Mines Safety (DGMS), No.5, II Street, Block–AA, Anna Nagar, Chennai-40, Tamilnadu for such permissions/ exemptions/ relaxations and approvals. It is also certified that information furnished in the mining plan are true and correct to the best of my knowledge.
Signature of the Recognized Qualified Person
S.Ilavarasan, M.Sc., RQP/MAS/253/2013/A Place: Salem Date: 18.04.2018 Mining Plan Magaral Roughstone and Gravel Quarry
MINING PLAN FOR MAGARAL ROUGHSTONE AND GRAVEL QUARRY OVER AN EXTENT OF 2.02.5HA IN MAGARAL VILLAGE, WALAJABAD TALUK, KANCHEEPURAM DISTRICT, TAMILNADU.
(Prepared Under Rules 41 & 42 as Amended in Tamilnadu Minor Mineral Concession Rules, 1959)
INTRODUCTION AND EXECUTIVE SUMMARY The present Mining Plan and Environmental Management plan is prepared for Thiru.K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District., has applied for Roughstone and Gravel quarry in the Patta land S.F.No.702/2 over an extent of 2.02.5Ha in Magaral Village, Walajabad Taluk of Kancheepuram District as per Prepared under Rule 19(1) ,20 &33 of 41 & 42 as Amended in Tamilnadu Minor Mineral Concession Rules, 1959. The application was processed by the District Collector, Kancheepuram and passed a letter vide R.c.No.94/Q 3/2018 Dated 16.04.2018 to submit Mining Plan for the approval in Department of Geology and Mining, Kancheepuram and obtain Environmental Clearance from the District Level Environment Impact Assessment Authority, Kancheepuram, Tamil Nadu. In order to ensure compliance of the order of the Honourable supreme court dated 27.02.2012 in I.A.No 12.13.2011 in Special Leave Petition SLP (C) No 19628-19629/2009, now it has been decided that all mining projects of minor minerals including their renewal irrespective of sizes of the lease would hence forth require prior environmental clearance for mining project within the lease area up to less than 100Ha including projects or minor mineral with lease area less then 5Ha would be treated as category B as defined in the EIA notification 2006 and will be considered by the state DEIAA notified by MoEF as prescribed procedure under EIA notification 2006. In the above circumstances the applicant through his consultant is hereby preparing the mining plan for approval and subsequent submission of Form-I and Pre feasibility report to obtain environmental clearance from the DEIAA, Kancheepuram, Tamilnadu, to Roughstone and Gravel quarry. This mining plan is prepared by considering the TNMMCR 1959, and as per the EIA Notification 2006 and its further amendments and judgments up to till 12.12.2017.
1 Mining Plan Magaral Roughstone and Gravel Quarry
Short Notes of Mining plan a. Village Panchayat - Magaral b. Panchayat Union - Walajabad c. The Geological Resources are 7,92,440m3 of Rough stone and 59,443m3of Gravel in the entire area. d. The Total Mineable Reserves are 2,15,440m3 of Rough stone and 41,283m3 of Gravel in the entire area. e. The proposed quantity of Reserves/ (level of production) for Five year plan period is to be mined are 2,15,440m3 of Rough stone and 41,283m3 of Gravel in the entire area. f. Total extent of the lease applied area is about 2.02.5Ha. g. Topography of the area = The area exhibits Plain Topography. h. Proposed Depth of mining = 43m from below the ground level. i. Lease period = Five years. j. It is a fresh application. k. Method of mining / level of mechanization. Opencast mechanized method, the quarry operation involves shallow jack hammer drilling, slurry blasting. l. Type of machineries proposed in the quarrying operation. Excavators attached with rock breaker (Rental Basis). m. Jackhammer, Compressor (Diesel drive) (4 jack hammer capacity). n. No trees will be uprooted due to this quarrying operation. o. The approach road from the main road to quarry will be constructed and maintained in a good condition for the haulage of Blue metals and machineries. p. There is no proposal for Export of this Rough stone and Gravel. q. Topo sketch covering 10Km and 1Km radius around the proposed area with markings of habitations, water bodies including streams, rivers, roads, major structure like bridges, wells, archeological importance, places of worships is marked and enclosed as Plate No IA and IB. r. The lease applied area is about 2.02.5Ha bounded by nine corners; the corners are designated as 1-9 Clockwise from the South Western corner the Co – ordinates for the all the corners are clearly marked in the Topography, Geological Plan and section enclosed as (Plate No-III). s. The plans of proposed quarrying area showing the dimensions of the pits, its proposed depth and maximum area of proposed quarrying are enclosed as Plate No.III.
2 Mining Plan Magaral Roughstone and Gravel Quarry t. General conditions will not be applicable for the proposed area. The area applied for lease is 10Km away from the, i) Interstate boundary, ii) Protected area under wild life protection ACT 1972, iii) Critically polluted areas as identified by CPCB, iv) Notified Eco sensitive areas. u. There are no wastages anticipated during this quarry operation, hence waste dump is not proposed in the lease applied area. v. Around 19 employees are deploying in the quarrying operation. w. Total Cost of the project is about Rs.1,12,59,137/-
GENERAL INFORMATION 1.1 a) Name of the Applicant : Thiru.K.Samyappan, b) Address of the Applicant (With Phone No and E-mail Address) Address : K.Samyappan, S/o.Kandasamy, Door.No.11, 3rd East Street, Poonga Nagar, Sothupakkam, Cheyyur Taluk, Kancheepuram District. Pincode : 603 319 Mobile No : 9789361122 Aadhaar number : 6233 7863 5267 Email : c) Status of the Applicant (Individual / Company / Firm). The applicant is an individual.
1.2 a) Mineral which the Applicant intends to mine The Applicant intends to quarry Rough stone and Gravel only.
3 Mining Plan Magaral Roughstone and Gravel Quarry b) Precise area communication letter details received from the competent authority of the Government. The precise area communication letter was received from the District Collector Kancheepuram vide R.c.No.94/Q 3/2018 Dated 16.04.2018 to obtain approval mining plan and obtain Environmental Clearance from the District Level Environment Impact Assessment Authority, Kancheepuram, Tamilnadu. C) Period of permission / lease to be granted. The applicant applied permission for a period of Five years / The District Collector considered for grant of lease for a period of Five years. d) Name and address of the Recognized Qualified Person preparing the mining plan. Name : S.Ilavarasan, M.Sc., Address : Regd.off.No.17, Advaitha Ashram Road, Alagapuram, Salem. Mobile : 94433 56539 Tele Fax : 0427- 2431989 Registration No : RQP/MAS/253/2013/A Valid Date : 27.08.2023 Email : [email protected] Website : www.gemssalem.com
2.0 Location a) Details of the area with location map The lease applied area is about 12.0Km South Eastern side of Kancheepuram, 13.0Km South Western of Walajabad Taluk and the lease applied area located in Magaral Village at the distance of 2.5Km (North Western Side).
12.0Km 13.0Km 2.5Km Kancheepuram Walahabad Magaral Lease Applied area South Eastern South Western North Western
4 Mining Plan Magaral Roughstone and Gravel Quarry Fig.1.0 Location Map of the Lease Applied area
TABLE - 1 District Taluk Village S.F.No. Area in Ha.
Kancheepuram Walajabad Magaral 702/2 2.02.5Ha
Total Extent 2.02.5Ha
5 Mining Plan Magaral Roughstone and Gravel Quarry b) Classification of the area (Ryotwari/ Poramboke / others). It is a Patta Land (Barren land) which is not fit for vegetation/ Cultivation. c) Ownership / Occupancy of the applied area (surface right). It is a Patta land, registered the Name of Bharathi Raja vide patta no.436. The applicant has obtained consent from the pattadhar. (Refer the patta copy as Annexure No.IV & Consent Document copy of Annexure.VII). d) Toposheet No. with latitude and longitude. The lease area falls in the Toposheet No.57-P/10 Latitude between 12°43'27.60"N to 12°43'32.40"N and Longitude between 79°43'41.44"E to 79°43'48.60"E on WGS datum-1984. Please refer the Plate No (Plate No I to II). e) Existence of public road / Railway line, if any nearby and approximate distance. The approach metal road is situated on the Eastern side of the applied area which connects the main road at a distance 80m. Multiple road access is available from the quarry to state highways and National Highway, no villages are enrooted hence the traffic density is not much more due to the transportation of Rough stone. The same road will be maintained and utilized for haulage, besides trees will be planted on the either side of the road to prevent dust and noise propagation to the nearby areas. The Nearest Railway line is Kancheepuram- Chengalpattu line which is about 11.0Km on the North Eastern side of the area. PART – A 3. GEOLOGY AND MINERAL RESERVES. 3.1 Brief description of the Topography and general Geology of the area (with plans). The lease applied area is Exhibits Plain topography. The area has gentle sloping towards Eastern side. The altitude of the area is 87m (Max) above Mean sea level. The area is covered by the Gravel which is about 3m thickness. Massive charnockite is found after 3m (Gravel formation) which is clearly inferred from the Nearby Existing Quarrying pits. The Water level in the surrounding area is 45-40m below general ground profile which is observed from the nearby bore wells. Average annual rainfall is about 1200mm during the monsoon.
6 Mining Plan Magaral Roughstone and Gravel Quarry
Fig.2.0.Topographical View of lease Applied area Peninsular gneiss forms the oldest rock formations, in which the massive formation of Charnockite lies over with rich accumulation of recent quaternary formation. On regional scale the Charnockite body N200E to S200W with Vertical Dip. The general geological sequences of the rocks in this area are given below AGE FORMATION Recent - Quaternary weathered Formation (Gravel) ------Unconformity------Archaean - Charnockite Peninsular Gneiss complex
3.2 Details of exploration already carried out if any State Geology and Mining Dept, Govt. of Tamil Nadu, has carried out the Regional prospecting and exploration in these areas during 1992 to 1993. Geological Survey of India has carried out detailed mapping in Kancheepuram District. Besides, the Recognized Qualified Person and his team members made a detailed geological study of the proposal area. The Rough stone formation is clearly inferred from the Nearby Existing Quarrying pits.
7 Mining Plan Magaral Roughstone and Gravel Quarry 3.3 Estimation of Reserves a) Geological reserves with geological sections on a scale of 1:1000 / 1:2000. As far as Rough stone (Charnockite) is concerned, the only practical method is the systematic geological mapping and delineation of Rough stone within the field and careful evaluation of body luster, physical properties, engineering properties, commercial aspects etc., Totally Three sections have been drawn, One section drawn Length wise as (X-Y) and another Two sections are drawn Width wise as (A-B) and (C-D) to cover the maximum area considered for lease. The Topographical, Geological plan and sections demarcated the commercial marketable Rough stone (Charnockite) deposit has been prepared in 1:1000 and vertical as 1:500 scale (please refer the Geological plan and sections Plate No- III. The sale of Rough stone is in terms of cubic meters (Volume) and not in terms of tonnage. Geological Resources (Plate No. III) The Geological Resources of Rough stone is calculated up to a maximum depth of 43m from below the ground level. TABLE-2 GEOLOGICAL RESOURCES Geological Gravel Length Width Depth Volume Resources of Section Bench formation in (m) in (m) in (m) in m3 Rough stone in m3 in m3 I 101 103 3 31209 31209 II 101 103 5 52015 52015 III 101 103 5 52015 52015 IV 101 103 5 52015 52015 XY-AB V 101 103 5 52015 52015 VI 101 103 5 52015 52015 VII 101 103 5 52015 52015 VIII 101 103 5 52015 52015 IX 101 103 5 52015 52015 TOTAL 4,16,120 31,209 I 84 112 3 28224 28224 II 84 112 5 47040 47040 III 84 112 5 47040 47040 IV 84 112 5 47040 47040 XY-CD V 84 112 5 47040 47040 VI 84 112 5 47040 47040 VII 84 112 5 47040 47040 VIII 84 112 5 47040 47040 IX 84 112 5 47040 47040 TOTAL 3,76,320 28,224 GRAND TOTAL 7,92,440 59,433 The Geological Resources of Rough stone = 7,92,440m3 The Geological Resources of Gravel = 59,433m3
8 Mining Plan Magaral Roughstone and Gravel Quarry Available Mineable Reserves: The Mineable reserves are calculated by deducting 7.5m Safety distance from adjacent patta land, 10m safety distance from Government Poramboke Land has been maintained and bench locked up Reserves. TABLE- 3 MINEABLE RESERVES Mineable Gravel Length Width Depth Volume Reserves of Section Bench formation in (m) in (m) in (m) in m3 Rough stone in m3 in m3 I 89 81 3 21627 21627 II 85 72 5 30600 30600 III 80 62 5 24800 24800 IV 75 52 5 19500 19500 XY-AB V 70 42 5 14700 14700 VI 65 32 5 10400 10400 VII 60 22 5 6600 6600 VIII 55 12 5 3300 3300 TOTAL 1,09,900 21,627 I 72 91 3 19656 19656 II 67 83 5 27805 27805 III 62 73 5 22630 22630 IV 57 63 5 17955 17955 XY-AB V 52 53 5 13780 13780 VI 47 43 5 10105 10105 VII 42 33 5 6930 6930 VIII 37 23 5 4255 4255 IX 32 13 5 2080 2080 TOTAL 1,05,540 19,656 GRAND TOTAL 2,15,440 41,283 The Available mineable reserves have been computed as 2,15,440m3 of Rough stone and 41,283m3 of Gravel at the rate of 100% recovery up to a maximum depth of 43m from below the ground level for a mining period of Five years.
4.0 Mining. 4.1 Method of mining (opencast / underground). Open cast Mechanized Mining is being carried out with 5.0 meter vertical bench and a bench width not less than the bench height. However, as far as the quarrying of Rough stone is concerned, observance of the provisions of Regulation 106 (2) (b) as above is seldom possible due to various inherent petro genetic factors coupled with mining difficulties. Hence it is proposed to obtain relaxation to the provisions of the above regulation from the Director of Mines Safety for which necessary provision is available with the Regulation 106 (2) (b) of MMR-1961, under Mine Act - 1952.
9 Mining Plan Magaral Roughstone and Gravel Quarry 4.2 Mode of working (mechanized, mechanized, manual). The Rough stone is proposed to quarry at 5m bench height & width with conventional Opencast Mechanized Method. The quarry operation involves shallow jack hammer drilling, slurry blasting, excavation, Loading and transportation of Rough stone to the needy crusher. The production of Rough stone in this quarry involves the following method which is typical for Rough stone quarrying in contrast to other major mineral mining. Splitting of rock mass of considerable volume from the parent rock mass by jackhammer drilling and blasting, hydraulic excavators are used for loading the Rough stone from pithead to the needy crushers. Occasionally hydraulic excavators are attached with rock breakers for fragmentation to avoid secondary blasting. The primary boulders thus splitted are removed from the pits by excavators and further made to smaller sizes by rock breakers attached in excavators. It is a conventional opencast mechanized method of mining. 4.3 Proposed Bench Height and Width. The Charnockite is hard and compact rock, the bench height is proposed 5.0 meter vertical bench the width of the bench is not less than the Height. 4.4 Indicate the overburden/mineral production expected pit wise as detailed below (composite plan and section showing pit layout, dumps, disposal of waste if any etc.) The overburden in the form of Gravel formation. The thickness of the Gravel is about 3.0m. The Gravel will be removed with the help of excavator attached with bucket and directly loaded into the tippers for the filling and levelling of low lying areas. This will be done only after obtaining permission and paying necessary seigniorage fee as mentioned in the Appendix–II of Tamilnadu Minor Mineral Concession Rules, 1959. The Composite plan, Development plan and section indicating the Pit lay out, Green belt development are shown in Plate No-III. The entire quarried out Rough stone will be consumed hence waste dump is not proposed.
10 Mining Plan Magaral Roughstone and Gravel Quarry Year wise development and Production Table-4 YEARWISE RESERVES Recoverable Gravel Length Width Depth Volume Reserve of Section Year Bench formation in (m) in (m) in (m) in m3 Roughstone in m3 in m3 I 89 81 3 21627 21627 XY-AB II 85 72 5 30600 30600 I I 30 91 3 8190 8190 II 30 83 5 12450 12450 TOTAL 43,050 29,817 XY-CD I 42 91 3 11466 11466 II 37 83 5 15355 15355 II III 62 73 5 22630 22630 III 16 62 5 4960 4960 TOTAL 42,945 11,466 XY-AB III 64 62 5 19840 19840
III IV 75 52 5 19500 19500 IV 13 63 5 4095 4095 TOTAL 43,435 XY-CD IV 44 63 5 13860 13860 IV V 52 53 5 13780 13780 V 70 42 5 14700 14700 XY-AB TOTAL 42,340 VI 65 32 5 10400 10400 VI 47 43 5 10105 10105 XY-CD VII 42 33 5 6930 6930 V VII 60 22 5 6600 6600 XY-AB VIII 55 12 5 3300 3300 VIII 37 23 5 4255 4255 IX 32 13 5 2080 2080 XY-CD TOTAL 43,670 GRAND TOTAL 2,15,440 41,283 The Recoverable reserves have been computed as 2,15,140m3 of Rough stone and 41,283m3 of Gravel up to a maximum depth of 43m from below the ground level for a mining period of Five years. The applicant ensures the total quantity proposed in the benches will not exceed during the Quarrying operation. Besides that the Rough stone locked up in benches will be exploited after obtaining necessary permission from the office of Director General of Mine Safety, Chennai region by submitting relevant documents, appropriate safety plans and its Mitigation measures.
11 Mining Plan Magaral Roughstone and Gravel Quarry One lorry load = 6m3 (approx.) Total No of Working days = 260 Days per year Total quantity to be removed in this five years plan period = 2,15,440m3 Hence total Lorry loads per day = 2,15,440m3/6m3 = 35,907 Lorry loads = 35,907/5 years = 7,181/260 = 27-28 Lorry loads per day. Working hours = 8.00 am to 6.00 pm (with 1-2 pm lunch break) 4.5 Machineries to be used. a) For Mining The following machineries are utilized on rental basis for the development and production work at this quarry. TABLE - 5 I. DRILLING MACHINE S.No. Type Nos Dia Hole mm Size Capacity Motive power
1 Jack hammer 5 30-35 1.2m to 6m Compressed air
2 Compressor 1 - 400 psi Diesel Drive II. EXCAVATION AND LOADING EQUIPMENT S.No. Type Nos Capacity Motive Power 1 Excavator 1 300 Diesel Drive
III. HAULAGE WITHIN THE MINE & TRANSPORT EQUIPMENT S.No. Type Nos Capacity Motive Power 1 Tippers 2 10/20 tonns Diesel Drive
4.6 Disposal of Overburden/Waste The overburden in the form of Gravel formation. The thickness of the Gravel Formation is 3.0m, The Gravel will be removed with the help of excavator attached with bucket and directly loaded into the tippers for the filling and levelling of low lying areas. No proposal for the Disposal of Gravel/The entire quarried out Rough stone Materials will be consumed hence waste is not anticipated.
12 Mining Plan Magaral Roughstone and Gravel Quarry 4.7 Brief note on conceptual mining plan for the entire lease period base on the geological, mining and environmental considerations. A conceptual mining plan is prepared with an objective of long term systematic development of benches, layouts, selection of permanent structures, Maximum depth of quarrying and ultimate pit dimensions, selection of sites for construction of infrastructure, etc., The ultimate pit size is designed based on certain practical parameters such as economical depth of mining, safety zones, permissible area, etc., This Mining Plan prepared for five years of the lease period, the ultimate pit limit (dimension) at the end of this quarrying period is given below.
TABLE-6 Description Length(Max) (m) Width (Max) (m) Depth (Max) (m) Pit 164 95 43m from below ground level Afforestation has proposed on the 10m safety barrier and Nearest Panchayat Roads by planting neem/casuarina trees of native species. All the base line information studies like Air quality monitoring, Noise and vibration monitoring, Water analysis will be carried out every year as per the standards of Ministry of Environment, Forest & Climate change (MoEF&CC), TNPCB Norms. Please refer plate No.III & IV. It is proposed to engage any local institution to monitor the EIA and EMP during the course of quarrying operation after the grant of quarry lease. 5.0 BLASTING 5.1 Blasting patterns The quarrying operation is proposed to carry out by Opencast Mechanized Method in conjunction with conventional method of mining using Jack hammer drilling and blasting (Controlled blasting) for shattering effect and loosen the Rough stone. Drilling and Blasting pattern Drilling and blasting parameters are as follows Depth of Each hole : 1.2m-1.5m Diameter of hole : 30-35mm Spacing between holes : 1.5m Burden for hole : 1.0m Pattern of hole : Zigzag Inclination of holes : 800from horizontal Use of delay detonators : 25millisecond delays Detonating fuse : “Detonating” Cord Hole pattern : Staggered in two to three rows 13 Mining Plan Magaral Roughstone and Gravel Quarry
BLASTING PATTERN DRAWING
Staggered “V” Pattern of Blasting design Spacing = 1.5m Burden = 1.0m Depth of the hole = 1.2m-1.5m No of holes proposed per day= 144Holes 5.2 Type of explosives to be used Small Dia.25mm Slurry explosives are proposed to be used for shattering and heaving effect for removal and winning of Rough stone. No deep hole drilling and primary blasting are proposed. 5.3 Measures proposed to minimize ground vibration due to blasting Shallow depth jackhammer drilling & blasting are proposed to be quarry with minimum use of explosives mainly to give shattering effect in rough stone for easy excavation and control fly rock. Delay detonators Delay blasting (milli second delays) permits to divide the shot in to smaller charges, which are detonated in a predetermined millisecond sequence at specific time intervals. The major advantages of delay blasting are • Reduction of ground vibration. • Reduction in air blast. • Reduction in over break. • Improved fragmentation. • Better control of fly-rocks.
14 Mining Plan Magaral Roughstone and Gravel Quarry Blasting program for the production per day No of Holes = 144 Holes Yield = 432 Tons Powder factor = 6 tons/Kg of explosives Total explosive required = 72Kg-Slurryexplosives Charge/ hole = 0.5Kg Blasted at day time = 5-6p.m (whenever required) 5.4 Storage and safety measures to be taken while blasting The applicant will engage authorized explosive agency to carry out the small amount of blasting and it will be supervised by competent and statutory foreman/Permit Mines Manager. The explosives agencies should have the valid Blaster with certificate. He will explode in the quarry site. After the completion of Blasting, the explosives Agencies will take it out back the remaining quantity of Explosives. The magazine is available at the quarry site to temporarily store the explosives. 6.0 Mine Drainage 6.1 Depth of water table (based on nearby wells and water bodies). The water table in the area is about 45m BGL in summer season and 40m in Rainy season which is observed from the nearby wells and the data obtained from existing private boreholes. The lease area is fully covered by Massive Charnockite formation. Hence the Ground Water problem will not arise. If water seepage may occur due to the fracture, the same will be used for afforestion. TABLE -7 S.No Type Distance & Direction Location 1 Borehole 660m South Eastern side 12°43'12.32"N 79°43'56.97"E
6.2 Arrangements and places where the mine water is finally proposed to be discharged. Quarry operations are confined above the water table during the entire lease period. If water is encountered due to rain water seepage, the same will be pumped out by 5HP water pumps to facilitate the afforestation and Green belt development areas. Besides the water will also be used for dust suppression on haul roads during Haulage of machineries.
15 Mining Plan Magaral Roughstone and Gravel Quarry 7.0 OTHER PERMANENT STRUCTURES (also shown in the map) 7.1 Habitations/ Villages natham. There is no habitation within 300m radius from the periphery of the lease applied area. 7.2 Power Lines (HT/LT) There is no LT/HT Line within 50m radius of the quarry site. 7.3 Water bodies (river, pond, lake, odai, canal,etc.,). Odai is situated within 500m radius from the lease applied area, there are no other major water bodies within the radius of 500m from the quarry site. 7.4 Archaeological / historical monuments. There is no Archaeological / historical monuments within 50m radius from the area. 7.5 Road (NH, SH others). The Nearest National Highway (NH-4) Vellore –Chennai is about 16.0Km from the Northern side of the area. The State Highway (SH-118A) Uttiramerur – Kancheepuram North is 2.5Km from the Eastern side of the area. 7.6 Places of worships. There is no place of worships within the radius of 500m. 7.7 Reserved forest / forest / social forest / wild life sanctuary etc. There is no reserved forest / forest / social forest /wild life sanctuary within the radius of 500m.
16 Mining Plan Magaral Roughstone and Gravel Quarry SALIENT FEATURES S.No Salient Futures Prescribed Actual Distance from the site Present around safety site distance 1. Railways, 50m Railway line – Highways, 11.0Km (Kancheepuram – Chengalpattu) North Eastern Reservoirs or side. Canal Highways- National Highway (NH-4)Vellore –Chennai is about 16.0Km from the Northern side of the area.. Cheyyar River passing 2.5Km South Eastern from the lease applied area. Palar River passing 6.5Km North Eastern from the lease applied area. Reservoir- No Reservoir within 10.0Km radius. Canal- No canals within 1Km Radius. 2. Village Road 10m Village road is 80m from the Eastern side of the area. 3. Habitation / 300m There is no habitation within 300m radius from the Village periphery of the lease applied area. Actual distance is clearly marked in the Plate No I-B. Approximate distance & S.No Name of the Village Direction from lease applied area 1. Seniyanallur 1.5Km - NE 2. Magaral 2.5Km - SE 3. Bagavandapuram 2.5Km- W 4. Kilnaickenpalayam 1.5Km- NW
4. Adjacent Land 7.5m North - 702/1, 701 & 703 7.5m safety distance maintained by adjacent patta lands. 5. Housing area, EB 50m There is no habitation within of 300m the radius from line (HT & LT the periphery of the lease area. There is no LT/HT Line Line) within the radius of the quarry site. 6. Boundaries of the 7.5m & The boundaries of the permitted areas is as follows Direction S.F.No Classification Safety permitted area 10m Distance North 702/1, 701 & 703 Patta land 7.5m East 691 Govt Land 10m West 691 Govt Land 10m South 731 Govt Land 10m
7. Reserve forest 50m There is no Reserve forest within 50m radius of the lease applied area.
8. Protected area / 10Km There is no ECO sensitive area/ wild life sanctuary/ ECO sensitive Protected area within the radius of 10Km from the area/Wild Life Sanctuary periphery of the lease area.
17 Mining Plan Magaral Roughstone and Gravel Quarry 8. EMPLOYMENT POTENTIAL & WELFARE MEASURES 8.1 Employment potential (skilled, semi skilled, un skilled). The following man powers are proposed to carry out the day-to-day quarrying activities aimed at the proposed production target and also to comply with the statutory provisions of the metalliferous mines regulations, 1961. a. Skilled labour Mine Foreman : 1 Mate : 1 Blaster : 1 b. Semi Skilled labour Excavator operator : 1 Jack hammer operator : 9 Unskilled labour Helper : 4 Cleaner : 1 Watchman : 1 Total : 19 Allowing 10% absenteeism the man power would be around 18. The above manpower is adequate to meet out the production schedule and the machinery strength envisaged in the mining plan and to comply with the statutory provisions of the Mines Safety Regulations. It has been ensured that the labour will not be employed less than 14 years shall be employed to work in mine as per miner act of 1952. All the labours engaged for quarrying operations will be insured by the applicable during the quarry lease period. 8.2 Welfare Measures a) Drinking Water Packaged drinking water is available from the nearby approved water vendors in Magaral which is about 2.5Km from the South Eastern side of the area. Drinking water shall be readily available at conveniently accessible points during the whole of the working shift. b) Sanitary Facilities Hygienic modern sanitary facilities will be constructed with in the safety barriers of lease applied area as permanent structure and it will be maintained periodically.
18 Mining Plan Magaral Roughstone and Gravel Quarry C) First aid facility First aid kits are kept in Mines office room, in case of such eventualities the victim will be given first aid immediately at the site and injured person will be taken to the hospital. Hospitals are available at distance of 2.5Km South Eastern Side in Magaral the competent and statutory foreman/ permit manager will be in charge of first aid. d) Labour Health Periodically medical check up related to occupational health safety will be conducted to all the workers in Applicant own cost. e) Precautionary safety measures to the labourers.
‹ Helmets, ‹ Mine Goggles, ‹ Ear plugs, ‹ Ear muffs, ‹ Dust mask, ‹ Reflector jackets Safety Shoes as personal protective device as per the specification approved by Director of mines safety. Periodically medical check-up will be conducted for all workers for any mine health related problems. Proper training and induction will be given by qualified and experienced safety officer to all the employees about the safety systematic Rough stone quarrying operations. The drillers and workers will be sent for vocational training periodically to carry out the quarrying operations scientifically to safe guard the men machinery mineral and to create awareness about conventional opencast quarrying operations.
19 Mining Plan Magaral Roughstone and Gravel Quarry PART – B 9. ENVIRONMENT MANAGEMENT PLAN 9.1 Existing Land use pattern The quarry lease applied area is exhibits Plain Topography. The area is a dry barren land devoid of Agriculture and Habitations. The land is not used for any specific vegetation. LAND USE TABLE-8 Area at Present area in the end of Description (Ha) this Quarrying period (Ha) Area under quarrying Nil 1.51.5 Infrastructure Nil 0.02.0 Roads Nil 0.02.0 Green Belt Nil 0.30.0 Unutilized 2.02.5 0.17.0 Grand Total 2.02.5 2.02.5 9.2 Water Regime Ground water occurrence in this area is 45m depth. The quarrying operation is proposed up to a maximum depth of 43m from below the ground level. Hence the quarry operation will not be affected by the ground water. 9.3 Flora and Fauna: TABLE- 9 List of Flora S.No Name of the plant Family Name Common Name Habit Picture (Scientific)
1 Calotropis gigantea Asclepiadaceae Crown Flower, Shrub Erukku
2 Borassus Arecaceae Palmyra Palm Tree
flabellifera
3. Azadirachta indica Meliaceae Neem, Vembu Tree
4. Acacia nilotica Mimosaceae Babul, Tree
Karuvelam
5. Aloe vera Liliaceae Kathalai Herb
20 Mining Plan Magaral Roughstone and Gravel Quarry
List of Fauna S.No. Scientific Name Common Name Picture 1. Acraea terpsicore Tawny coster
2. Eumenus Wasp
3. Carausius sp Stick insect
4. Aranea sp Spider
5. Hieroglyphus sp Grasshopper
9.4 Climatic Conditions The area receives rainfall of about 1200mm/ annum and the rainy season is mainly from Oct– Dec during North East monsoon. The summer is hot with maximum temperature of 38°C and winter encounters a minimum temperature of 21°C. 9.5 Human settlement There is no habitations within 300m radius from the periphery of the lease applied area, there are few villages located in this area within 5km radius, the approximate distance and population are given below TABLE – 10 Approximate distance & Approximate S.No Name of the Village Direction from lease population applied area 1. Seniyanallur 1.5Km - NE 300 2. Magaral 2.5Km - SE 500 3. Bagavandapuram 2.5Km- W 250 4. Kilnaickenpalayam 1.5Km- NW 400 Basic human welfare Amenities such as Health Centre, Schools, Communication Facilities, and Commercial Centres etc are available at Kancheepuram located at a distance of 12.0km on the North Western side of the area.
21 Mining Plan Magaral Roughstone and Gravel Quarry 9.6 Plan for air, dust suppression
The air quality will be affected by the Suspended Particulate Matter (SPM) generated by the blasting, jack hammer drilling, Loading and unloading during the Rough stone quarry operation. The following Mitigative measures will be carried out • Mist Water spraying will be carried out by means of water sprinklers to suppress the dust emission in the Haul roads. • Vegetations will be planted on the non quarrying surface. • The Rough stone will be fully covered by the Taurpaulin during transportation to avoid the spillage of materials. Air quality will be monitored periodically as per Norms and Mitigative measures carried out to prevent dust and Air propagation in to air. The estimated budget for dust suppression would be around Rs.52,000/year. 9.7 Plan for Noise level control. The noise level is increased due to the excavation, Drilling, Blasting and Transportation. Engineering Noise control: Noise will be created due to the usage of Machineries and Vehicles and it can be controlled in the following manner. • Selection of new low – noise equipments for the Rough stone quarry operation. • Modifications of older equipments • Implementation of effective preventive maintenance which reduces noise level more than 50%. • Developing Green belts which act as Acoustic barrier, pollution absorbent and noise controller. • The drivers will be strictly inducted to move the vehicle during the transportation not exceed Speed of 40 km per hour during the transportation. • Sentries with flags & whistle will be posted in village junction and populated area to control and regulate traffic. Shallow holes of 30-35mm diameter and maximum depth of 1.5m will be drilled and conventional low power explosives such as Slurry Explosives, ordinary safety fuse only will be used for rough stone. Hence, ground vibration and noise pollution will be minimal and restricted within the quarry working area. Noise level monitoring and other Mitigation measures will be carried out to reduce Noise and Vibration. The estimated budget for Noise level monitoring would be around Rs.2,000/Year.
22 Mining Plan Magaral Roughstone and Gravel Quarry 9.8 Environmental impact assessment statement describing impact of mining on the next five years. In the mining plan proposed for a production of Roughstone does not involve deep hole drilling and blasting. Such limited mining activity is not likely to cause any impact adversely on the environment. As far as pollution of air, water and noise concerned, the environmental impact studies will be conducted as per EIA notification issued by MoEF. It is B2 Category mine. The estimated budget would be around Rs.3,80,000/- 9.9 Proposal for waste management There is no waste anticipated in this Rough stone quarrying operation. The entire quarried out materials will be utilized. (100%) 9.10 Proposal for reclamation of land affected during mining activities and at the end of mining (refilling/ fencing etc.) In the mining plan only a maximum depth of 43m from below the ground level has been envisaged as workable depth for safe & economic mining during the lease period. After quarry reaches the ultimate maximum depth of the pit, the barbed wire fencing will be constructed around the quarried pit to prevent inherent entry of the public and cattle. There is no proposal for reclamation and rehabilitation. The barbed wire fencing cost would be around Rs.1,00,000/- 9.11 Programme of afforestation (indicate extend, number, name of species to be afforestated). 10m Safety Barriers and nearest panchayat Roads have been identified to be utilized for afforestation appropriate native species will be planted in a phased manner as described below. TABLE – 11 No. of tress No. of trees Area to be Name of the Year proposed to be Survival % expected to covered Sq.m species planted be grown I 120 80% 600 Neem/ Casuarina 96 II 120 80% 600 Neem/ Casuarina 96 III 120 80% 600 Neem/ Casuarina 96 IV 120 80% 600 Neem/ Casuarina 96 V 120 80% 600 Neem/ Casuarina 96 Nearly 3,000Sqm area is proposed to use under afforestation by planting 600No.s of neem/ Casuarina trees five year with an anticipated survival rate of 80%. (Please refer Plate No.III).The estimated budget for plantation and maintenance of Green belt development would be around Rs.50,000/- for the period of five years.
23 Mining Plan Magaral Roughstone and Gravel Quarry 9.12 Proposed financial estimate / budget for (EMP) environment management: Budget Provision for the entire quarrying period TABLE -12 Total Monitory and Analysis Rate per No. of Total Charges/ S.No Charges/ Description location location six months year Ambient air quality 1 6500 4 26000 52000 monitoring 2 Noise level monitoring 250 4 1000 2000 Ground vibration 3 1000 2 2000 4000 monitoring Water sampling and 4 9000 1 9000 18000 analysis Total EMP Cost/ year 76,000 The EMP cost would be around Rs.3,80,000/- for the period of five years. A Project cost / investment i) Land cost The Local Land value as per the Government Guideline
is about Rs.29,65,500/- Per Hectare, hence the total land
cost is calculated as follows,
2.02.5Ha X Rs.29,65,500/Ha = Rs.60,05,137/- =Rs.60,05,137/- ii) Machinery to be The following machineries are proposed to meet out the used productions. Excavator attached with rock breaker, Tipper, Tractor mounted compressor With jack Hammer and loose tools (Rental Basis) =Rs.40,00,000/- iii) Refilling/ Fencing will be constructed around the quarry pit to Fencing prevent the inherent entry of public and cattles cost would be around = Rs.1,00,000/- iv) Labourers shed Labour sheds will be constructed as permanent structure. The cost would be around = Rs. 50,000/- v) Sanitary facility Adequate latrine and urinal accommodation shall be provided at conveniently accessible places. The cost would be around = Rs. 50,000/- vi) Others items First aid room & accessories = Rs. 50,000/- vii) Drinking water Packaged drinking water will be provided for all the facility for the labours. Drinking water will be readily available at labourers conveniently accessible points during the whole of the working shift the cost would be around = Rs.1,00,000/-
24 Mining Plan Magaral Roughstone and Gravel Quarry viii) Sanitary The latrine and urinal will keep clean and sanitary arrangement, condition. The maintenance cost would be around = Rs. 50,000/- ix) Safety kit All the Safety kit such as Helmet, Earmuffs, Goggles, Reflector Jackets, Safety shoes etc., will be provided to the workers by the applicant own cost which would be around = Rs.50,000/- x) Water sprinkling Water will be sprinkled in the haul roads by water sprinklers the cost would be around = Rs.1,00,000/- xi) Afforestation etc. Afforestation program will be carried out in the boundary barriers and Panchayat roads the cost would be around = Rs. 50,000/- Total Project Cost = Rs.1,06,05,137/- B. EMP Cost :- (Per year) Air Quality monitoring = Rs. 52,000/- Water Quality Sampling = Rs. 18,000/- Noise Monitoring = Rs. 2,000/- Ground vibration test = Rs. 4,000/- Total Cost = Rs. 76,000/- Total EMP Cost for the five years period is Rs.3,80,000/- A+B= A. Project cost = Rs 1,06,05,137/- B. EMP Cost = Rs 3,80,000/- Total Project Cost (A+B) = Rs 1,09,85,137/- The applicant ensures to involve corporate social responsibilities (CSR) like providing note books to nearby school, providing drinking water facilities to the nearby villages etc., at around 2.5% from the total project cost the cost would be around Rs.2,74,000/- Total Project cost = Rs.1,09,85,137/- CSR Cost (2.5%) = Rs. 2,74,000/- Total cost = Rs.1,12,59,137/- (The Total cost of the project including EMP Cost is Rupees One Core and Twelve Lakhs and Fifty Nine Thousand and One Hundred and Thirty Seven only).
25 Mining Plan Magaral Roughstone and Gravel Quarry 10. MINE CLOSURE PLAN 10.1 Steps proposed for phased restoration, reclamation of already mined out areas. There is no proposal for back filling, reclamation and rehabilitation. The quarried pits after the end of the life of lease will be fenced to prevent inherent entry of public and cattles. After treating the water the same will be utilized for agriculture purpose to the agriculture lands. 10.2 Measures to be under taken on mine closure as per Act & Rules. Measure will be taken as per Act & Rules. There is no proposal for back filling, reclamation and rehabilitation. The quarry pit will be fenced by barbed wire to prevent inherent entry of public and cattle. The quarried out pit will be allowed to collect rain and seepage water which will act as a temporary reservoir for storage. This water storage will enhance the static level and ground water recharge of nearby wells and it will be used for agriculture purpose to the nearby agriculture lands 10.3 Mitigation Measure To Be Undertaken For Safety And Restoration/ Reclamation Of The Already Mined Out Area. Air quality: (Air quality will be degrade due to the drilling, blasting, mining operation and transportation). Mitigation measures: Drilling will be carried out by wet drilling mode to control the dust propagation into the air. Blasting will be carried out on limited scale. Mist Water spraying on haul road is proposed to prevent the dust propagation into the air. Air quality will be monitored periodically as per norms. NOISE AND VIBRATION: (The noise will be formed due to the drilling, blasting, loading and movement of Machineries. Mitigation measures: The applicant proposed to carry out the plantation all along the boundary to prevent Noise besides wet drilling will be practiced to prevent dust. All the machineries will be maintained in good conditions as per RTO and TNPCB Norms to prevent Noise, Smoke and vibration.
26 Mining Plan Magaral Roughstone and Gravel Quarry WATER REGIME: Mitigation Measures: The quarry operation proposed up to a maximum depth of 43m from below the ground level for the five year period, the proposed depth is well above the water table (summer in 45m and rainy seasons in 40m) for the five years plan period. Hence the water table will not be affected in any. The seepage and rain water will be drained out from the pit by the 5H.P motor pump and discharged through filter media to boundary barrier for afforestation. The excess water will be sprayed on haul roads to prevent dust propagation in to the atmosphere. The Rough stone quarry will not produce any harmful toxic effluents. HUMAN HEALTH & SAFETY: Dust will be limited due to the mine operation. All the labours has been provided with safety equipments like helmet, Safety Goggles, Ear muff, Hand Gloves, safety jacket, safety belt, Mine boots etc., by the own cost of the applicant as per the specifications of Director of mines safety. The foreman/Permit Mines Manager will provide first aid for small & minor injuries. In case of any eventualities, the victim will be taken to the nearby hospital by the applicant vehicle which is always available in the mines office. The hospital is about 2.5Km in Magaral (SE).
27 Mining Plan Magaral Roughstone and Gravel Quarry 11. ANY OTHER DETAILS INTEND TO FURNISH BY THE APPLICANT: This Mining plan for Roughstone (Charnockite) and Gravel quarry is prepared under Rules 41& 42 as Amended in Tamilnadu Minor Mineral Concession Rules, 1959. The provisions of the Mines Act, Rules and Regulations and orders shall be complied with, quarrying operation. So that the safety of the mine, machinery and person will be well protected. Permission, relaxation or exemption wherever required for the safe and scientific quarrying of the deposit will be obtained from the Department of Mines Safety. Any violation pointed out by the inspecting authorities shall be rectified as per the guidelines of the concerned Department.
Prepared by
S.Ilavarasan M.Sc, RQP/MAS/253/2013/A Place : Salem Date : 18.04.2018
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PB i lgE P €5" F ;B 15. : q 3B!r 'E€: 5€ - {@IHi E; 6- ;g. .E c = g \9= ljaL Y ; A.C 5A r t=x ^ -' 5 = 5 l;.2 &E c ''...:.. .,- { ; € g: 6i e lJ=rE- l6 kg,*...- 1 2.#6'01Ä+ DATE OF SURVEY : 17.04.2018 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, No.11, 3rd EAST STREET, POONGA NAGAR, SOTHUPAKKAM, CHEYYAR TALUK, KANCHEEPURAM, ( ( S.F.NO : 702/2 EXTENT : 2.02.5Ha. VILLAGE :MAGARAL TALUK : WALAJABAD DISTRICT : KANCHEEPURAM. STATE : TAMIL NADU +0&': Q. L. A. AREA : TOPO SHEET NO : 57 P/ 10 1 1 ( ( .1%#6+102.#0 NOT TO SCALE 1 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, 2.#6'01Ä+Ä# No.11, 3rd EAST STREET, DATE OF SURVEY :17.04.2018 POONGA NAGAR, SOTHUPAKKAM, CHEYYAR TALUK, KANCHEEPURAM, S.F.NO : 702/2 EXTENT : 2.02.5Ha. VILLAGE : MAGARAL TALUK : WALAJABAD DISTRICT : KANCHEEPURAM. STATE : TAMIL NADU TOPO SHEET NO : 57 P/ 10 1 1 ( ( 3.#22.+''# 10KM RADIUS 61215-'6%*1(37#44;.'#5' #22.+''#(14 -O4#&+75 2.#6'01+Ä% DATE OF SURVEY : 17.04.2018 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, No.11, 3rd EAST STREET, POONGA NAGAR, SOTHUPAKKAM, CHEYYAR TALUK, KANCHEEPURAM, .1%#6+101(3.#22.+''# S.F.NOs : 702/2 EXTENT : 2.02.5Ha. VILLAGE :MAGARAL TALUK : WALAJABAD DISTRICT : KANCHEEPURAM. STATE : TAMIL NADU 3.#22.+''# 5*41#& PANCHAYAT ROAD APPROACH ROAD 2.#6'01Ä+$ DATE OF SURVEY :17.04.2018 b b b e e e e e e TOPO SHEET NO : 57 P/ 10 e e e 1 1 e e eee e e ( e e e #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, e e No.11, 3rd EAST STREET, e e POONGA NAGAR, SOTHUPAKKAM, ee e CHEYYAR TALUK, KANCHEEPURAM, e e e e .1%#6+101(3.#22.+''# e e eee e e S.F.NOs : 702/2 e e EXTENT : 2.02.5Ha. e e e e VILLAGE :MAGARAL e TALUK : WALAJABAD DISTRICT : KANCHEEPURAM. STATE : TAMIL NADU e ee +0&': e e e e e e e PANCHAYAT ROAD e e e e e e APPROACH ROAD e e e e e HABITATION e e e e e e e e TREES e e e e e e e e e e e SEASONAL AGRICULTURAL LAND e e e e e e e e e e e e e e ee ee LAKE/POND ee e e ee e ee BARREN LAND e e ee e b e b e e e e WIND DIRECTION ee b e e ee e e e e e QUARRY PIT e e e e e e ee e ODAI e e e ee CRUSHER PLANT e e e e e INFRASTRUCTURE e e e eee .#0&75'2#66'40 DESCRIPTION % INDEX b ROADS (07%) b HABITATION (03%) b POND/ODAI (15%) SEASONAL AGRICULTURAL LAND (25%) e e e BARREN LAND (25%) TREES/INFRASTRUCTURE (15%) QUARRY PIT/CRUSHER (10%) 2.#6'01Ä++ DATE OF SURVEY : 17.04.2018 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, 702/1 No.11, 3rd EAST STREET, POONGA NAGAR, SOTHUPAKKAM, CHEYYAR TALUK, KANCHEEPURAM, 4 112.8m 701 .1%#6+101(3.#22.+''# O5CHGV[&KUVCPEG 5 S.F.NOs : 702/2 703 6 8.0m 36.2m EXTENT : 2.02.5Ha. VILLAGE :MAGARAL TALUK : WALAJABAD DISTRICT : KANCHEEPURAM. 2 85.8m STATE : TAMIL NADU 3 O5CHGV[&KUVCPEG +0&': Q.L. APPLIED AREA BOUNDARY 7.5m &10m SAFETY DISTANCE 108.4m 731 TEMPORARY BENCH MARK 702/2 O5CHGV[&KUVCPEG APPROACH ROAD 91.8m CONTOUR O5CHGV[&KUVCPEG SCRUB GRAVEL O5CHGV[&KUVCPEG 7 8 60.4m 691 1 O5CHGV[&KUVCPEG 37#44;.'#5' 574(#%'2.#0 95.2m 38.6m SCALE 1 : 1000 9 702/1 4 112.8m 701 O5CHGV[&KUVCPEG 5 703 8.0m 6 36.2m 2 85.8m 3 M O5CHGV[&KUVCPEG + + + + c + + + + 731 c 108.4m c + + Mid Point O5CHGV[&KUVCPEG 91.8m cc c c c O5CHGV[&KUVCPEG c c c c c c c cO5CHGV[&KUVCPEG c c 7 60.4m 691 c c 8 c 1 c c O5CHGV[&KUVCPEGc c 95.2m c c 38.6m c 9 2.#6'01Ä+++ DATE OF SURVEY : 17.04.2018 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, No.11, 3rd EAST STREET, POONGA NAGAR, SOTHUPAKKAM, Mid Point CHEYYAR TALUK, KANCHEEPURAM, ~ ~ ~ .1%#6+101(3.#22.+''# ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + S.F.NO : 702/2 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ EXTENT : 2.02.5Ha. + + + VILLAGE : MAGARAL + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ TALUK : WALAJABAD ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + DISTRICT : KANCHEEPURAM. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ STATE : TAMIL NADU ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ +0&': + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q.L. APPLIED AREA BOUNDARY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7.5m &10m SAFETY DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TEMPORARY BENCH MARK ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + APPROACH ROAD CONTOUR SCRUB GRAVEL ~ ~ ~ ~ ROUGH STONE + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + 24'5'06 2156.#0&75'2#66'40 STRIKE AND DIP ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 241215'&5+6' + + + + + + + + + + + + + + + + + + + + + + 5'48+%'5 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + 6121)4#2*;)'1.1)+%#. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ;'#49+5'&'8'.12/'06 + + + + + + + + + + + + + + + + + + + + + + 241&7%6+102.#0 5'%6+105 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SCALE 1 : 1000 SECTION HOR 1 : 1000, VER 1: 500 + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + 702/1 4 112.8m 701 O5CHGV[&KUVCPEG 5 703 8.0m 6 36.2m ~ ~ + + ~ + 2 85.8m 3 ~ M O5CHGV[&KUVCPEG + ~ ~ ~ ~ ~ ~ + ~ ~ + ~ ~ + + + + + ~ + ~ + ~ + ~ c + + ~ + + ~ + 731 + c 108.4m c ~ ~ ~ + Mid Point O5CHGV[&KUVCPEG + ~ + 91.8m cc ~ +~ ~ ~ + + + ~~ c ~ + ~ ~ O5CHGV[&KUVCPEG + ++ + + ~ c ~ ~ + + c + c ~ c ~ c c ~ O5CHGV[&KUVCPEG + ~ c + 7 ~ + 8 60.4m 691 c + c c + 1 c c O5CHGV[&KUVCPEGc c 95.2m c c 38.6m 2.#6'01Ä+8 c DATE OF SURVEY : 17.04.2018 9 #22.+%#06 Thiru.K.SAMYAPPAN, S/o.KANDASAMY, No.11, 3rd EAST STREET, POONGA NAGAR, SOTHUPAKKAM, CHEYYAR TALUK, KANCHEEPURAM, .1%#6+101(3.#22.+''# Mid Point S.F.NOs : 702/2 EXTENT : 2.02.5Ha. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ VILLAGE :MAGARAL + + + + + + + + + + + TALUK : WALAJABAD ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ DISTRICT : KANCHEEPURAM. + + + + + + + + + + + + + + + STATE : TAMIL NADU ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + ~ +0&': ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + Q.L. APPLIED AREA BOUNDARY ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + + + + + + + + + 7.5m &10m SAFETY DISTANCE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + TEMPORARY BENCH MARK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ APPROACH ROAD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ CONTOUR + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SCRUB GRAVEL ~ ~ ~ ~ ROUGH STONE + + + + STRIKE AND DIP ~ ~ ~ ~ ~ ~ QUARRY PIT + + + + + + ~ ~ ~ ~ ~ ~ ~ 5+6'5'48+%'5 QUARRY ROAD + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ %10%'267#.2.#0 5'%6+105 + + + + + + + + + + + + c SCALE 1 : 1000 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ SECTION HOR 1 : 1000, VER 1: 500 + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ + + + + + + + + + + + + + + + + + + + +