msme cluster -...

Conceptual Plan for the Proposed MSMECluster Project

MSME CLUSTERTelangana State Industrial

Infrastructure Corporation (TSIIC)Survey No. 30, 31 and 36 (P), Buggapadu (V),

Sathupally (M), Khammam District

SUBMITTED TOSTATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY,

TELANGANAGOVERNMENT OF INDIA

Submitted ByTelangana State Industrial Infrastructure Corporation Limited“Parisrama Bhavanam”, 6thFloor,5-9-58/B, Fateh Maidan Road,Hyderabad -500 004, Telangana,India Tel :+91-40-23233393 Fax :040-23240205Web: www.tsiic.telangana.gov.in

Studies & Documentation byM/s Team Labs and Consultants(An ISO Certified Organization)B-115 - 117 & 509,Annapurna Block, Aditya Enclave,Ameerpet, Hyderabad- 500 038Phone: 91-040-23748555/616Fax : 91-040-23748666e-mail: [email protected]

Conceptual Plan for the Proposed MSMECluster Project

MSME ClusterTelangana State Industrial Infrastructure Corporation (TSIIC)

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Team Labs and Consultants2 - 1

2. PROJECT DESCRIPTION/CONCEPTUAL PLAN

Telangana State Industrial Infrastructure Corporation (TSIIC) is developing IndustrialParks in all the districts of Telangana State and decided to develop industrial clustersbased on parameters like demand and availability of the products in the surroundingareas of the cluster locations by availing Government of India grant under MSE-CDPscheme for the newly developing clusters and up gradation of existing Industrial Parks.

The Telangana State Government has conducted detailed studies and consulted expertsto identify the competitive advantages the state can have, given its geographicallocation, available resources and skill-base, raw material availability, existingmanufacturing practices and expertise, and opening up of new opportunities.Accordingly, the Telangana State Government recognizes the following 14 sectors asthrust areas, investments in which will be accorded a higher priority over others.

A. Life SciencesIncluding, bulk drugs, formulations, vaccines, Nutraceuticals, biologicals, incubationcenters, R&D facilities and medical equipment

Hyderabad is the bulk drug and vaccine capital of the country. However, in the past 8-10 years the sector has stagnated. While the leadership in formulations and bulk drugshas to be maintained, new opportunities like life-saving drugs, new vaccines andbiologicals have emerged. There is an urgent need to encourage this sector, especiallyin the emerging life sciences areas.

B. IT Hardware including bio-medical devices, electronics, cellular communications,FAB

Telangana has a robust IT Software sector which will complement IT Hardware. TheGovernment of India has approved and IT Investment Region for Hyderabad as well astwo Electronic Manufacturing Clusters. The large health industry in Telangana willsupport bio-medical devices and medical electronicsPrecision Engineering, including aviation, aerospace, defence

Hyderabad is home to a large number of defence aero-space and defence researchlaboratories like DRDO, DRDL, RCI, BDL, MDN, Ordnance Factory, DMRL etc. In additionto the 5 large Tata investments in aero-space, there is also the GMR MRO. A group ofinnovative aero-space SMEs also exist in Hyderabad which has supplied components tothe Chandrayan and Mangalyan initiatives. GOI has also announced 49% FDI in defencesector creating huge investment opportunities.

C. Food processing and nutrition products including dairy, poultry, meat and fisheries

Telangana is a large producer of agro-products like cereals, pulses, oilseeds, fruits andspices. It is also the market leader in the poultry and seed business. There is potentialexpand into greenhouse and exotic vegetable cultivation. To add value to agro-productsand to maintain and expand the existing strengths as well as to partner with thenational Food Processing Mission, there is a need to encourage this sector.


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D. Automobiles, Transport Vehicles, Auto-components, Tractors and Farm EquipmentThe automobile industry is an important sector for any State. The upstream anddownstream supplier opportunities will boost the engineering SME sector also. TheM&M tractor plant in Telangana and the auto-component SMEs will be the anchoraround which the future growth and investments in the automobile sector will emerge

Textiles and Apparel, Leather and leather value added products like shoes, purses, bags,artificial material infused and coated textiles, paper and paper products industry.

There is tremendous potential for paper and paper products industry in the state due tothe growing demand for such products.

E. Plastics and Polymers, Chemicals and Petro-chemical, glass and ceramicsThe former combined state of Andhra Pradesh had a PCPIR sanctioned by the GOI. Thishas gone to the residual State. Plastics, polymers and downstream petro-chemicalindustry are predominantly in the MSME sector with huge employment potential. Theproducts of this sector are consumed on a daily basis all over the country. This sector iscritical for a large number of MSMEs

F. FMCG and Domestic AppliancesThe growth rates of the Fast Moving Consumer Goods and Domestic Appliances sectorhas been phenomenal, even when the country’s economy was slow. Telangana iscentrally located in India and for the FMCG and Domestic appliances sectors,transportation costs are very critical. It is important to take advantage of the locationaladvantage of the state especially for this sector.

Engineering and Capital Goods, including castings, foundry and Ferro-alloys and othermetallurgical industries

This sector is very important if the State has to capture the entire value chain of theautomobile, aero-space, petro-chemicals, domestic appliances, and paper and textilesectors. The thrust areas in this section will provide the supply chain to the other thrustarea sectors.

G. Gems and JewelleryHyderabadi pearls and lacquer bangles made by local artisans are known all over theworld. Value-addition to these traditional products and diversification into other gemsand jewellery items will provide the much needed relief to local artisans and craftsmen.

H. Waste Management and Green TechnologiesThis is the sector that will become mandatory for all industry. Green initiatives can beshown to be profitable. The Telangana State has functional models of SPV/JV efforts ofwaste management. This sector has tremendous growth potential.

I. Renewable Energy and Solar ParksThis sector is a priority all over the world. The State of Telangana has large extents ofland eminently suitable for non-conventional and renewable energy installations


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J. Mineral-based and wood-based IndustriesMuch of the minor mineral wealth of the State like granite, quartz and silica-sand isexported in raw form with minimal processing within the State. Similarly, bamboo andother MDF-suitable plant material also need to be exploited so that sustainableincomes are generated and the regular the forests trees can be saved.

K. Transportation/Logistic Hub/Inland Port/Container DepotThe State of Telangana is land-locked; yet it hopes to become a major destination forinternational investors. In addition it is centrally located and has the potential tobecome a major transit and logistic hub.

Each of the above thrust areas will have its own sectoral policy and a structure ofincentives. High level advisory panels with private sector and academia experts will beconstituted for each of the sectors. An inter-departmental task force for each sectorchaired by Special Chief Secretary/Principal Secretary of Industries and CommerceDepartment will also be in place to achieve the required coordination. Frequent thrustarea sector-centric investor meets will be organized to showcase the advantages thestate of Telangana offers for that sector. Thrust area sector-centric industrial parks withwell-developed infrastructure required for that particular sector will be developed atappropriate locations in the state.

Telangana State Industrial Infrastructure Corporation (TSIIC), is proposing to develop aFood park and General industries development project, as MSME Cluster, in an area ofabout 142.0 acres / 57.4654 Hectares at Buggapadu Village, Sathupally Mandal,Khammam District of Telangana state.

The project is spread over an area of 57. 4654 Hectares (142.0 acres). The developmentwould comprise of industrial units falling in non-EC category will be housed along withsupporting infrastructure, wherein social infrastructure required for sustaining theindustries will be developed. As a Developer, TELANGANA STATE INDUSTRIALINFRASTRUCTURE CORPORATION (TSIIC) is responsible for developing theinfrastructure required like internal roads, water supply, storm water drainage, power,sewage treatment plant, green belt, logistics and truck parking area, etc. andcommunity facilities such as Fire Station, canteen, etc. to cater to the needs of thevarious industries to be established.

This chapter details the need for the project, description of the project concept andalternatives, and identifies the valued ecosystem components.

2.1 Scope of the Project – Telangana State Industrial Infrastructure Corporation(TSIIC)

The project consists of industrial construction activity. The industrial activity consists ofnon EIA category units mainly focusing on food processing, agro-based industries, LightEngineering etc.

MSME Cluster project in the newly formed Telangana state, to be set up by TSIIC, isbased on the demand-driven hub and spoke model with provisions of strong backward


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and forward linkages that create a sustainable agro horticultural value chain. It containsthree vital components viz. the Central Processing Centre (CPC), Primary ProcessingCentres (PPCs) and the integrated cold chain network that connects the CPC with thePPCs. It would also connect the CPC and PPCs with demand/ collection centres.

The CPC will have various support infrastructure needed for setting up processing unitsin addition to provisions for developed plots to be allotted to such prospective unitsduring the stage of project implementation and after the completion ofimplementation.

The CPC would be developed under the concept of Industrial Park Model. Thus, it wouldhave basic infrastructure which would include road, water and power including SewageTreatment Plant, Effluent Treatment Plant and other utilities. Based on needassessment and proposed product mix to be handled in the Park, it is proposed to setup common core processing infrastructure components such as warehouse, scientificsilos for storage of cereals, multipurpose cold storage and deep freeze, ripeningchamber, Individual Quick Freezing (IQF) unit, aseptic packaging line etc. These facilitieswill be available to the prospective entrepreneurs on user fee basis.

In addition, the project also proposes to set up about 3 Primary Processing Centres ineach of the Districts of Karimnagar, Warangal and Nalgonda that form the core clusterfor the Project apart from Khammam District.

2.2 Potential Industries / SectorsThe industries / sectors which are expected to be set-up in TELANGANA STATEINDUSTRIAL INFRASTRUCTURE CORPORATION (TSIIC) are food processing includingagri-processing, spices processing; light engineering and any project other thanCategory ‘A’ and ‘B’ of EIA Notification, 2006.

2.2.1 Food and Agro-Product ProcessingThe Indian food processing industry has seen rapid development over the years and is asignificant contributor to the country’s GDP. The increase in demand for processed foodin the country is mostly because of the increase in disposable incomes andurbanization. The food processing industry in India is one of the largest in terms ofproduction, consumption, export and growth prospects. Buoyed by the demand-pushimpact of a young consuming class with growing disposable incomes, India offerssignificant investment opportunities in the food and agri-business sector and is likely tobecome a world player in this business. The facilities available for food processingpresently in the area are negligible and establishment of such facility shall providemajor impetus to agro-based industrial economy of the area.

Considering the growth witnessed by the sector in the last decade and furtherimprovement in growth rate expected in the years to come, this sector presents variedopportunities for investment across the entire agri-value chain.


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Spices ProcessingSpice processing is a dynamic and emergent sector and plays a vital role in contributingtowards the economy of the Country.

Spice processing industries for both post-harvest and processing operations of spices,aiming for backward integration by providing rural employment. These industries willhave processing facilities at par with international standards in which the producesundergo cleaning, grading, sorting, grinding, packing, warehousing etc.

2.2.2 Light EngineeringThe light engineering goods segment, on the other hand, uses medium to low-endtechnology. Entry barrier is low on account of the comparatively lower requirement ofcapital and technology. This segment is characterized by the dominance of small andunorganized players which manufacture low-value added products. This segment ischaracterized by small capacities and high level of competition among the players. Lightengineering goods are essentially used as inputs by the heavy engineering industry.

The segment can be further classified into: Low Technology products

o Roller bearingso Welding equipment and consumableso Pipes and tubeso Fasteners

High-technology productso Medical and surgical instrumentso Process control instrumentso Domestic applianceso Electronics.

The sector is relatively less fragmented at the top, as the competencies required arehigh, while it is highly fragmented at the lower end and is dominated by smaller players,providing opportunities for tiny and small sector units and self-employedentrepreneurs.

It may be noted the project shall not house any industrial activity falling in eitherCategory “A” or “B” of EIA Notification SO 1533 dated 14.9.2006 and its amendmentsthereof issued by the Ministry of Environment and Forests, GoI.

2.3 THE PROJECT LOCATION:The project is envisaged to be developed as a Food park and General industriesdevelopment project in an area of 142.0 acres / 57.4654 Hectares at Buggapadu Village,Sathupally Mandal, Khammam District, Telangana. The project site is surrounded byopen lands in all the directions. The nearest railway station is BhadrachalamRoad Railway Station Railway Station located at a distance of 70 km.


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Fig. 2.1 site location


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2.4 PROJECT DESCRIPTION

2.4.1 Design StageThe project is envisaged as a Food park and General industries development project, toprovide industrial infrastructure to small and medium enterprises mainly falling inorange or red category along with residential space construction to cater to theresidential requirement of the industrial employees and commercial spacedevelopment. The project brings together technology and innovative thinking to makesustainable communities ensuring ‘reuse, recycle, renew’ principles. The land allocationis presented in table 2.1.

The infrastructure facilities proposed in the estate are road network, Power lines,Water Treatment, Water Distribution, Drainage, Sewage Collection network, SewageTreatment Plant, and Digital Infrastructure for communication. The amenities proposedinclude DG sets and STP.

The water requirement of the project during operation will be drawn from MissionBhagiratha Telangana water grid and partially from Ground water during the initialstages of the project implementation after obtaining approval from the Ground WaterDepartment. The individual industrial units shall have Effluent Treatment Plants and thetreated effluent shall be reused by the individual units themselves and a dedicatedCommon Sewage treatment plant will be provided to treat domestic wastewater.Water conservation measures will be incorporated in the plumbing designs. Waterrecycling/reuse will be adopted by way of using treated water for toilet flushing systemswith dual plumbing and green belt development. The required power will be drawnfrom the TRANSCO and the energy requirement will be optimized by adopting energyconservation measures and efficient design for lighting. Solar Energy will be used byproviding solar Photo-Voltaic panels to cater street lighting to the extent possible. DGsets shall be provided to meet emergency power requirements as a backup to maintainthe infrastructure facilities. The connectivity shall be provided by a central spinal roadwith 24 m ROW with a 2 m green belt on either side. The Site location fig. 2.1 andlayout of the project site is presented in fig 2.2 respectively.

Table 2.1 Land Use Analysis

Land Use Area in m2 Area in Hectares %Industrial Plots (1 to 118) 395175.5 39.5176 68.8Common Facilities 33143.8 3.3144 5.8Green area 56858.3 5.6858 9.9Road Area 89476.0 8.9476 15.6Total 574653.6 57.4654 100.0


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Fig. 2.2 Master plan

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TSIIC LIMITED HYDERABAD

TO KOTHAGUDEM

TO KHAMMAMSATHUPALLY

TO JANGAREDDIGUDEM

PROPOSEDSITE BUGGAPADU

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(NTS)

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PROPOSED LAYOUT PLAN FOR MSME CLUSTER IN SY NO: 30, 31 & 36 (PART) OF BUGGAPADU(V), SATHUPALLY(M), KHAMMAM (D).

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Plot No.17

1.00 AC

Plot No.18

1.00 AC

Plot No.19

1.00 AC

Plot No.20

1.00 AC

Plot No.21

1.00 AC

Plot No.7

2.10 AC

Plot No.8

2.12 AC

Plot No.9

2.14 AC

CFC-4

2.97 ACOPen

Space 6

1.94 AC

Proposed 12.20M W

ide Road M

R-2

Proposed24.00M

Wide

Road

MR

-1


74.6

4M

47.59M

17.0

3M

113.87M

49.1

2M

58.0

6M

104.88M

63.1

7M

62.2

6M51

.95M

54.25M

52.6

5M

44.9

9M

62.79M

53.6

2M

69.85M

108.35M

35.84M 41.89M

69.6

2M

81.05M

85.5M22.85M

58.4

3M

63.16M

50.4

6M

85.5M

Open Space 1

2.49 AC 81.2M

22.3

4M

191.65M

67.74M

86.55M

86.55M

64.0

9M

53.97M

32.12M

OpenSpace 80.39 AC

Plot No.28

0.41 AC


TO KOTHAGUDEM


TO JANGAREDDIGUDEM


SITE PLAN

(NTS)

PATWARIGUDEM


35.08M

24.18M

312.04M

56.18M


Conceptual plan



201.

67M

115.21M

90.75M

207.

17M

178.43M30.53M

387.31M

20.17M

90.7

5M

82.65M 36.6

5M

16.18M

44.9

7M

102.71M

55.2

6M

56.27M

63.9

9M

95.16M

58.95M

42.1

1M

101.9M

91.0

5M

89.38M

50.0

6M50

.06M

50.0

6M50

.06M

45.1

4M

89.52M

50.0

6M

89.38M

50.0

6M

89.38M

50.0

6M

89.38M

50.0

6M

89.38M

50.0

6M37

.1M

101.89M

24.41M61.83M

94.84M

54.14M

99.39M

53.9

5M

50.24M11.59M

38.7

M

100.7M

103.61M

95.65M

50.3

2M50

.32M

90.6M

55.0

3M

85.21M

113.32M

54.4

2M

99.4M

42.41M

29.6

8M

138.16M

50M

64.0

9M

85.5M85.5M

85.5M

51.4

8M46

.48M

55.5

6M51

.48M

85.5M

85.5M

55.5

6M51

.48M

35.0

3M

43.56M108.09M

99.8

7M


Prop

osed

12.2

0M

Wid

eR

oad

MR

-5


ENTRY/EXIT

Village5.73AC

Proposed

2

4.00M

Wide

Road

CR-2

Proposed 12.20M W

ide Road M

R-3

Proposed24.00 M

Wide

Road

MR

-4

Proposed12.20M

Wide

MR

-3

Proposed12.20M

Wide

Road

MR

-2

Wide Road MR-5


Roa

d M

R-5

Prop

ose

12.

20M

W

ide

Pro

pose

d 12

.20M

Proposed24.00M

Wide

Road

MR

-1

CFC 1

1.86 AC

Plot No.50

0.46 AC

Plot No.51

0.46 AC

Plot No.52

0.45 AC

Plot No.53

0.46 AC

Ope

n Sp

ace

20.

23 A

C

Plot No.54

0.46 AC

Plot No.55

0.51 AC

Plot No.56

0.66 AC

Plot No.57

0.92 AC

Plot No.58

0.93 AC

Plot No.59

0.88 AC

Plot No.60

0.71 AC

Plot No.61

1.09 AC

Plot No.62

1.14 AC

Plot No.63

1.14 AC

Open Space 3

1.28 AC

Plot No.65

0.90 AC

Plot No.64

1.14 AC

CFC-2

0.65 AC

CFC-3

0.57 AC

Plot No.77

0.29 ACPlot No.78

0.33 AC

Plot No.79

0.32 AC

Plot No.80

0.32 AC

Plot No.81

0.32 AC

Plot No.82

0.32 AC

Plot No.83

0.32 AC

Plot No.84

0.32 AC

Plot No.85

0.32 AC

Plot No.86

0.32AC

Plot No.87

0.32 AC

Plot No.88

0.32 AC

Plot No.89

0.32 AC

Plot No.90

0.32 ACPlot No.66

0.29 AC

Plot No.67

0.29 AC

Plot No.68

0.29 AC

Plot No.69

0.29 AC

Plot No.70

0.29 AC

Open Space 4

0.47 AC

Plot No.71

0.29 AC

Plot No.72

0.29 AC

Plot N.73

0.29 AC

Plot No. 74

0.29 AC

Plot No.76

0.29 AC

Plot No.75

0.29 AC

Plot No.91

0.32 AC

Plot No.22

0.53 AC

Plot No.23

0.53AC

Plot No.24

0.53 AC

Plot No.25

0.53 AC

Plot No.26

0.53 AC

Plot No.27

0.52 AC

Plot No.30

0.52 AC

Plot No.31

0.53 AC

Plot No.32

0.53 AC

Plot No.33

0.53 AC

Plot No.34

0.53AC

Plot No.35

0.53 AC

Plot No.36

0.47 AC

Plot No.37

0.47 AC

Plot No.38

0.47 AC

Plot No.40

0.47 AC

Plot No.41

0.47 AC

Plot No.42

0.47 AC

Plot No.43

0.47 AC

Plot No.44

0.47 AC

Plot No.45

0.47 AC

Plot No.46

0.47 AC

Plot No.47

0.47 AC

Plot No.48

0.47 AC

Plot No.49

0.47 AC

Plot No.38

0.47 AC

Plot No.29

0.49 AC

Open Space 5

4.93 AC

Plot No.6

2.08 AC

Plot No.1

1.59 AC

Plot No.2

1.77 AC

Plot No.3

1.79 AC

Plot No.4

1.81 AC

Plot No.5

2.09 AC

Plot No.10

1.05 AC

Plot No.11

1.07 AC

Plot No.12

1.08 AC

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1.10 AC

Plot No.14

1.11 AC

Plot No.15

1.30 AC

Plot No.16

1.30 AC

Plot No.17

1.00 AC

Plot No.18

1.00 AC

Plot No.19

1.00 AC

Plot No.20

1.00 AC

Plot No.21

1.00 AC

Plot No.7

2.10 AC

Plot No.8

2.12 AC

Plot No.9

2.14 AC

CFC-4

2.97 ACOPen

Space 6

1.94 AC

Proposed 12.20M W

ide Road M

R-2

Proposed24.00M

Wide

Road

MR

-1


74.6

4M

47.59M

17.0

3M

113.87M

49.1

2M

58.0

6M

104.88M

63.1

7M

62.2

6M51

.95M

54.25M

52.6

5M

44.9

9M

62.79M

53.6

2M

69.85M

108.35M

35.84M 41.89M

69.6

2M

81.05M

85.5M22.85M

58.4

3M

63.16M

50.4

6M

85.5M

Open Space 1

2.49 AC 81.2M

22.3

4M

191.65M

67.74M

86.55M

86.55M

64.0

9M

53.97M

32.12M

OpenSpace 80.39 AC

Plot No.28

0.41 AC


TO KOTHAGUDEM


TO JANGAREDDIGUDEM


SITE PLAN

(NTS)

PATWARIGUDEM


35.08M

24.18M

312.04M

56.18M


Conceptual plan


2.4.1.1 Road Network/CirculationThe objective of the road network is to reduce total impervious area by reducing theoverall road network area, minimize site disturbance, create connected street patternsand utilize open space areas for biking, walking etc., and to provide efficient fire andsafety vehicle access. Four main categories of roads are proposed for the internal roadtransportation network and the detail is indicated below.

Category Road Width(m)

Carriageway Width(m) No. of lanes

Major Arterial Road 24.0 6.0 + 6.0 4 laneTertiary Road 12.0 3.5 + 3.5 Single lane

ROAD CROSS SECTIONS

24 m ROW:

12.0 m ROW:


Conceptual plan






ROAD CROSS SECTIONS

24 m ROW:

12.0 m ROW:


Conceptual plan






ROAD CROSS SECTIONS

24 m ROW:

12.0 m ROW:


Conceptual plan


Pedestrian walkways are provided for all the categories of roads. All services for drains,sewers, water, power, gas and telecom should be contained within the road reserves byway of walkable trench. Necessary signage, street name boards, zone guiding maps andvisitors guidance map etc. shall be positioned at necessary locations like intersections,entrance plaza at various locations in each zone. The cross sections of roads proposedis presented in fig 2.3.

ParkingThe estate shall have common parking area to provide parking space for trucks in anextent of 4.76 acres with 300 nos. of truck parking spaces. Individual units and the non-industrial zone or area shall have parking space based on UDPFI and DTCP guidelines.The truck parking area shall be provided with rest rooms, canteen, mechanic room,wash area and toilets.

2.4.1.2 Storm Water DrainsConservation of water resource is most important aspect of the project duringconstruction and occupation phases. Storm water drainage planning, domestic waterplanning, sewerage transfer and sewage treatment planning are critical aspects ofconstruction and occupation stages of projects.

Storm water drains will be provided all along the roads to meet the expected increase inthe runoff during rainy seasons due to the impervious nature of the paved areas. Thesite is uneven sloping towards the southwest, and it is proposed to maintain the levelsas much as possible, hence storm water movement from the site is anticipated in theeast direction. The expected runoff is calculated for the design of the storm waterrunoff and presented in following table 2.3. The contour plan for the site is shown in fig2.4.

Calculation for Storm Water DrainQuantity of storm water:(a) With out projectArea of Catchment, ‘A’ : 57.46 HaRun off Coefficient, ‘C’ : 0.6Maximum intensity of rainfall, ‘I’ : 40 mm/hrTherefore Q : 3.831 m3/sec

(b) With project :Area for catchment for roof and road : 36.61 HaArea of Catchment, ‘A’ : 36.61 HaRun off Coefficient, ‘C’ : 0.9Maximum intensity of rainfall, ‘I’ : 40 mm/hrTherefore Q = : 3.66 m3/sec


Conceptual plan









Conceptual plan









Conceptual plan


Area for catchment for open areas : 20.86 HaRun off Coefficient, ‘C’ : 0.6Maximum intensity of rainfall, ‘I’ : 40 mm/hrTherefore Q = : 1.39 m3/secTotal Discharge : 5.05 m3/secBut, Discharge, Q = A/VWhere,A= Area of the Drain,V= Max. Permissible Velocity : 20 m/sec for concrete drain

Area of drain, ‘A’ = Q/V : 0.253 m2

Taking depth of drain as 2.5 m at the starting point: : 2.5 mWidth of drain = Area/depth = : 0.101 m 101.26 mm

Width of the drain is to taken 101 mm and depth varies according to the slope ofground.

Table 2.3 Storm water Management

Land Use Area inhectares

Vol./hr(KL)after

developmentC=0.8

Vol./hr(KL)before

developmentC=0.6

Difference inDischarges

Roof Area 27.7 8851.9 6638.9 2213.0Road Area 8.9 2863.2 2147.4 715.8Open Area 20.9 2502.6* 5005.3 -2502.6

TOTAL 57.5 426.1* C=0.3 after development for greenery

Storm water Storage: It is proposed to provide storm water storage tank. The tank shallbe used for storage of raw water obtained from Mission Bhagiratha Telangana WaterGrid and partially from Ground water during non-monsoon season.


Conceptual plan








Vol./hr(KL)after

developmentC=0.8

Vol./hr(KL)before

developmentC=0.6






Conceptual plan








Vol./hr(KL)after

developmentC=0.8

Vol./hr(KL)before

developmentC=0.6






Conceptual plan


Fig 2.4 Contour Plan

2AC7GTS

5AC728GTS

N

EW

S

DETAIL PLAN SHOWING IN SY NO :30(P),31,32(P),

SCALE:-1:1200M

TOTAL EXTENT:-208 AC 22 GTS

NOTE:-

1M CONTOUR LEVELS.

SATHUPALLY(M),KHAMMAM (DIST).

PART-D

PART-A

GHANDI

PART-C

15MX15M GRID LEVELS

AS PER ENJOYMENT:- 216 AC 17 GTS

TO KHAMMAM

PART-BNAGAR

TO M

EPA

LLY

GHANDI

POND

PATTA LANDPOND

ELECTRICK POLE

ELECTRICK POLE

ELECTRICK LI

NE

12.21

EXISTING 12.21M WIDE ROAD

227.19

90.5

1

104.

48

58.09

35.79

12.9

1

6.92

70.7

4

43.13

130.38

158.31

78.9

7

53.05

82.6

4

83.93

85.71

61.06

52.95

126.15

181.75

99.97

22.63

101.91

325.53

207.88

45.2592.63 33.86

186.92

200.9949.28

91.06

81.78

197.4

2

141.35

38.8

639.53

54.5

8

98.40

135.4329.71

25.41

10.92

276.

07

142.50

82.70

39.50 158.45

169.79

91.87

43.8

117

0.14

82.5895.95

40.82

21.218.37

40.61

9.36

PATVARIGUDEM

& 36 SITUATED AT BUGGAPADUV),

FIGURE 5-ATOPOGRAPHICAL SURVEY DRAWING


Conceptual plan



2AC7GTS

5AC728GTS

N

EW

S


SCALE:-1:1200M


NOTE:-

1M CONTOUR LEVELS.


PART-D

PART-A

GHANDI

PART-C

15MX15M GRID LEVELS


TO KHAMMAM

PART-BNAGAR

TO M

EPA

LLY

GHANDI

POND

PATTA LANDPOND

ELECTRICK POLE

ELECTRICK POLE

ELECTRICK LI

NE

12.21


227.19

90.5

1

104.

48

58.09

35.79

12.9

1

6.92

70.7

4

43.13

130.38

158.31

78.9

7

53.05

82.6

4

83.93

85.71

61.06

52.95

126.15

181.75

99.97

22.63

101.91

325.53

207.88

45.2592.63 33.86

186.92

200.9949.28

91.06

81.78

197.4

2

141.35

38.8

639.53

54.5

8

98.40

135.4329.71

25.41

10.92

276.

07

142.50

82.70

39.50 158.45

169.79

91.87

43.8

117

0.14

82.5895.95

40.82

21.218.37

40.61

9.36

PATVARIGUDEM




Conceptual plan



2AC7GTS

5AC728GTS

N

EW

S


SCALE:-1:1200M


NOTE:-

1M CONTOUR LEVELS.


PART-D

PART-A

GHANDI

PART-C

15MX15M GRID LEVELS


TO KHAMMAM

PART-BNAGAR

TO M

EPA

LLY

GHANDI

POND

PATTA LANDPOND

ELECTRICK POLE

ELECTRICK POLE

ELECTRICK LI

NE

12.21


227.19

90.5

1

104.

48

58.09

35.79

12.9

1

6.92

70.7

4

43.13

130.38

158.31

78.9

7

53.05

82.6

4

83.93

85.71

61.06

52.95

126.15

181.75

99.97

22.63

101.91

325.53

207.88

45.2592.63 33.86

186.92

200.9949.28

91.06

81.78

197.4

2

141.35

38.8

639.53

54.5

8

98.40

135.4329.71

25.41

10.92

276.

07

142.50

82.70

39.50 158.45

169.79

91.87

43.8

117

0.14

82.5895.95

40.82

21.218.37

40.61

9.36

PATVARIGUDEM




Conceptual plan


2.4.1.3 Water RequirementIt is proposed to draw required water from Mission Bhagiratha Telangana water gridand partially from Ground water during the initial stages of the project implementationsubject to availability and approval from the ground water board. The waterrequirement of the project during occupation stage is in the order of 4.66 MLD. Thefresh water requirement shall be reduced by use of water-efficient fixtures, irrigationefficient landscaping, providing double line plumbing system for the reuse of treatedwastewater for flushing, thereby reducing fresh water consumption to 162.8 KLD. Theindustrial water requirement is calculated on the assumption of 45 m3/acre/day.However the water consumption varies for each sector. The water requirement for theproject during occupation stage is presented in table 2.4. The water balance of theproject is presented in table 2.5.

Table 2.4 Water Requirement of the Project

UnitNo. of

Persons/Employees

WaterConsumption/person lpcd

Water Consumption in KLD

Industrial Domestic Total

Industrial Plots(1 to 118) 2950 45 1778.3 132.8 1911.0

Administration office 500 45 22.5 22.5Canteen 500 70 35.0 35.0Floating population(Visitors) 885 15 13.3 13.3

Total 3950 1778.3 203.5 1981.8Gardening 145.0 145.0HVAC 1167.0 1167.0Total 1312.0 1312.0Grand Total 3950 1778.3 1515.5 3293.8

The total daily water required for this project is 3293.8 KLD.

Water requirement shall be reduced by adopting dual plumbing system. Dual plumbingsystem: Separate tank shall be provided to store the treated waste water; the tank shallbe 1 foot below the overhead tank. Separate pipe system is provided to pump thetreated water for flushing. All the treated water pipelines shall be colored blue.

Table 2.5 Water Balance during occupation stage

PurposeDay 1Freshwater

Day 2 INPUT KLD Day 2 OUTPUT KLDFreshWater

RecycledWater Effluent Loss*

Domestic 203.5 107.9 95.6 162.8 40.7Industrial 1778.3 1778 1244.8 533.5HVAC 1167.0 1167.0 1167.0Gardening 145.0 145.0 145.0Gross Total

3293.81886.2 1407.6 1407.6 1886.2

Total 3293.8 3293.8* lossess includes line losses, Evaporation lossess and other losses including treatment


Conceptual plan




UnitNo. of

Persons/Employees














3293.81886.2 1407.6 1407.6 1886.2



Conceptual plan




UnitNo. of

Persons/Employees














3293.81886.2 1407.6 1407.6 1886.2



Conceptual plan


The domestic waste water will be treated in common Sewage treatment plant, whilethe industrial effluents are treated in individual units and reused by them. Thedomestic wastewater from the site is treated and reused for flushing, HVAC andgreenbelt development. The treatment of industrial effluents shall be the responsibilityof individual units.

It is proposed to build modular STP depending on the expected occupancy at each ofthese locations. The waste water contains mainly domestic sewage waste water.

Description of Sewage Treatment Plant (Extended Aeration)

The raw sewage being discharged to the proposed STP will first be received in the inletchamber. The sewage will then be passed through the screen chamber. We propose toprovide 4nos. screen chambers designed for the peak flow. Screen chamber will beequipped with manually-operated inclined bar screen. The openings of 10 mm widthwill be provided between the flats of the bar screens. The screen will remove the largefloating objects present in the raw sewage, which will be trapped between the flats ofthe bar screen and the screened sewage will pass into the next unit. The screening willreduce the load of the successive units and, at the same time, will avert clogging andwear-and-tear of the moving parts of the pumps, resulting in the improvedperformance of the pumps. The screenings collected on the upstream of the bar screenwill be removed with the help of the hand rake. The screenings lifted by the rakes willbe discharged into wheel barrow and will then be disposed off suitably. The screenedsewage will then enter the oil removal tank.

The oil removal tank will be in the form of a long narrow channel where sufficientlylong detention period will be provided due to which free floating oil will start floating atthe surface under perfectly maintained quiescent conditions. The free floating oil fromthe layer floating at the surface will then be collected in the waste oil collection tankwith the help of suitable oil skimming mechanism. The oil removal tank will be providedwith baffle walls at the inlet and outlet which will ensure uniform distribution ofinfluent and will also not allow oil in the floating layer to escape the tank. . The de-oiledeffluent sewage from the oil removal tank will be pumped to the equalization tank.

Equalization tank will be a rectangular/circular tank. The equalization tank will performdual function of homogenization of various sewage streams as well as equalization ofsewage. The various sewage streams will be discharged intermittently to sewagetreatment plant however, for better efficiency sewage treatment plant working onbiological treatment principals will have to be operated continuously at uniform flow ofthe sewage at more or less uniform concentration. The equalization tank will equalizeincoming sewage both qualitatively as well as quantitatively and will ensure uniformsupply of equalized sewage to biological treatment system at constant rate. Theequalization tank will be equipped with 1 No. perforated pipe grid. The compressed airwill be diffused into the contents of the equalization tank through pipe grid. The


Conceptual plan









Conceptual plan









Conceptual plan


diffused air will create the agitation necessary for homogenization of various sewagestreams. The agitation created by diffused air will also keep suspended solids insuspension. The oxygen introduced by diffused air into the contents of equalizationtank will avoid the septic conditions and will eliminate the odour problem. Theequalized sewage will first enter the bio- reactor, which will be the first unit ofbiological treatment system

We propose to provide bio-reactor in RCC construction. In the bio-reactor, the dissolvedand residual suspended and colloidal organic matter present in the screened, de-oiledand equalized sewage will be destroyed aerobically by microbial activity wherein themicro-organisms will be developed and maintained in the form of the suspendedgrowth.

We propose diffused aeration system for supplying the oxygen to the contents of thebio-reactor required by the bio-mass for its microbial activity. The oxygen required formicrobial activity will be supplied to the contents of the bio-reactor by supplyingcompressed air. The compressed air will be supplied to the contents of the bio-reactorin the form of fine bubbles by diffusing the same through tubular type membranediffusers provided at the bottom of the bio-reactor. The fine air bubbles diffused intothe contents of the bio-reactor will travel upwards resulting in transfer of the oxygen inthe air bubbles into the contents of the bio-reactor. The oxygen thus introduced intothe contents of the bio-reactor will then be utilized by micro-organism while destroyingthe organic matter. The compressed air will be supplied by two nos. twin lobe rotatingair blowers, only one no. air blower will work at a time where as the other will act as astand by. The complete mixed conditions will be maintained in the bio-reactor bymaintaining proper value of air to bio-reactor volume ratio. Same air blowers will beused for supplying air to the contents of the equalization tank.

The desired level of mixed liquor suspended solids will be maintained in the bio-reactorto ensure the presence of the desired level of active biomass in the bio-reactor. Thecomplete mix condition will be maintained in the bio-reactor by maintaining propervalue of power density. The desired ratio of BOD: N: P will always be maintained in thebio-reactor, and the nutrients such as DAP and Urea will be added if required. In thebio-reactor the micro-organism will destroy the organic matter by using the same asfood and source of energy required for the microbial activity and will in turn grow inpopulation. The mixed liquor from bio-reactor will then be taken to the secondaryclarifier for separation of biomass. The bio-reactor will be provided with a launder atthe outlet to ensure uniform withdrawal of outgoing liquor. The mixed liquoroverflowing from the bio-reactor will be taken to the inclined plate secondary clarifierfor separation of the bio-mass.


Conceptual plan







Conceptual plan







Conceptual plan


As described in the earlier paragraph the mixed liquor from the bio-reactor will betaken to the inclined plate secondary clarifier for separation of bio-mass. The mixedliquor will enter the inclined plate secondary clarifier at the bottom and will travelupwards through the gaps between the plates. As mixed liquor will travel upwards thebio-mass will settle on the surface of the inclined plates under gravity where as clarifiedtreated sewage will travel upwards and then will be discharged through over flow pipe.The bio-mass settled on the inclined plates will slide down on its own due to the slopeof the plates and will get collected in the bottom of the inclined plate secondaryclarifier. The sludge collected at the bottom of the inclined plate secondary clarifier isre-circulated back to the inlet of the bio-reactor to maintain the desired level of MLSS inthe bio-reactor as described in the foregoing paragraphs. The sludge is returned back tothe bio-reactor by using one no. of the two nos. return sludge pumps provided near theinclined plate secondary clarifier. As already explained, the micro-organisms grow inpopulation while removing the organic matter and hence the part of the sludge whichwill be excess sludge will have to be wasted to the extent of the micro-organismsproduced to maintain the desired level of active bio-mass in the system. The excesssludge will de-watered in the basket centrifuge where as biologically treated clarifiedsewage overflowing through the overflow pipe will be taken to the baffled walls typeflash mixing channel.

Table 2.6 Characteristics of Waste waterParameter Quantity in mg/l

pH 6.0 – 8.5Total Suspended Solids 200BOD 300Oil & Grease 50

Sewage Treatment PlantDesign of the unitBasic dataCapacity : 200 KLD

: 0.2 MLD1. Bar Screen ChamberDesign CriteriaFlow rate : 0.007 m3/secPeak factor : 3.000Peak flow : 0.021 m3/secVelocity through screen : 0.800 m/SecClear area through rack opening : 0.026Gross area : 1.200 times net areaGross area : 0.031 m (considering half pipe full flow)


Conceptual plan








Conceptual plan








Conceptual plan


Assuming the inclination of screen of 60° to horizontal. Gross area of screen neededwould be 1.0X0.45 m for ease of maintenance.

2. Oil & Grease Trap (O&G)Flow Rate : 200.00 KLDFlow Rate in min. : 0.14 m3/minResident Time : 30.00 minDepth from inlet : 1.00 mVolume of the tank : 4.17 m3

Area : 4.17 m2

Length of the tank (2l=b) : 2.89 m (Say 3 m)Width of the tank : 1.44 m (Say 1.5 m)

2. Equalization tank:Flow Rate : 200.00 KLDFlow Rate in min : 8.33 m3/hrResident Time : 8.00 minDepth from inlet : 3.50 mVolume of the tank : 66.67 m3

Area : 19.05 m2

Assuming length to width ratio (2:1)length of the tank : 6.17 m (say 6.5 m)width of the tank : 3.09 m (say 3.5 m)Air required for agitation : 0.01 m3/ m2 minTotal air required : 40.00 m3/hr

3. Aeration tankFlow : 200.00 KLDNo. of tanks : 5.00 nos.In effluent BOD : 300.00 mg/litEffluent BOD : 30.00 mg/litSRT : 16.00 hrVolume of the tank : 66.67 m3

Hence provide two aeration tanks 66.67 m3

Hydraulic retention time (HRT) : 8.00 hrAdopting a effective Depth of : 3.50 mArea of the tank : 19.05 m2

length of the tank : 6.17 m (say 6.5 m)width of the tank (2X Depth) : 3.09 m (say 3.5 m)BOD5 load in the aeration tank : 60.00


Conceptual plan




Area : 4.17 m2



Area : 19.05 m2







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Area : 4.17 m2



Area : 19.05 m2







Conceptual plan


Oxygen is required for every Kg of BOD5 to beremoved : 2.00 kgsOxygen requirement for aeration : 120.00 kg/dayO2 in Air % : 0.21 %Density of Air : 1.20Oxygen requirement : 100.00 m3/kg O2/dayAir Required : 12000.00 m3/day

: 294.33 cfmConsider 35% excess considering the air required in the equalization tank.

Total air required : 397.35 Kg O2/day

Hence provide 5 blowers each of 200 cfmOne as standby with an operating pressure of 0.5 KSC.Transfer rate of oxygen in 1 mt.Long membrane diffusers 10 m3/hr

Therefore total number of membranesrequired

: 39.74

5. Secondary Clarifier:Design quantity : 200 m3/m2-daySurface loading rate of average flow : 20 m2

Surface area provided : 10 mlength of the tank (2l=b) : 3.16 m (Say 3.5 m)Width of the tank : 1.58 m (Say 2.0 m)

The tank size shall be of 3.5X2.0mX2 Nos. With 3.5 m depth for easy sludge settlingallowance.

6. Pre-Filtration TankThe flow from the each individual settling tank i.e., the supernatant liquid is let into therespective Pre-Filtration Tank, which has a minimum 8 hours holding capacity. This tank isprovided to hold the treated effluent and give an even flow to the pressure sand filter.Design Flow : 200.00 m3/hrProvide min. holding capacity : 16.00 hrHence required volume of the tank : 133.33 m3

The above tank is divided into 4 compartments each of 200 m3 for final effluent andclarified water respectively.Area : 55.71 m2

Assuming length to width ratio (2:1)length of the tank : 10.56 m (say 10.5 m)


Conceptual plan







: 39.74








Conceptual plan







: 39.74








Conceptual plan


width of the tank : 5.28 m (say 5.5 m)

10. Pressure Sand Filter:Vertical down flow type with graded/sand bed under drain plate with polystyrene strains.Flow : 200 m3/dayRate of filtration assumed as : 15 m3/m2/hr

Requirement of treated water for usage in 20 hrs : 10 m3/hrDia. of filter of 1 nos. : 921.55 mm

Provide a Pressure Sand filter of 1000 mm say 1200 mm dia with sand as media overlayer, under drain pipe, laterals face piping etc.,

11. Activated Carbon Filter:Vertical down flow type with graded/sand bed under drain plate with polystyrene strains.Flow : 200 m3/dayRate of filtration assumed as : 15 m3/m2/hrRequirement of treated water for usage in 20 hrs : 10 m3/hrDia. of filter of 1 nos. : 921.55 mm

Provide a Activated Carbon filter of 1000-mm diameter with activated carbon filter mediawith under drainpipe, lateral face piping

Characteristics of Treated Waste waterParameter Quantity in mg/l

PH 6.5 - 9.0Total Suspended Solids 50BOD 20

Disposal of Treated Waste Water: The domestic wastewater shall be treated andreused for flushing the toilets, followed by on land irrigation, cooling towers and HVACmake up water requirement, and on land irrigation. Hence all the recycled water isutilized, No water is left out of the premises, hence having a ZERO discharge.


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2.4.1.4 Solid WasteMunicipal Solid Waste CompositionIn India the biodegradable portion dominates the bulk of Municipal Solid Waste.Generally the biodegradable portion is mainly due to food and yard waste.

Table 2.7 Composition of Municipal Solid WasteType (%) Solid waste in kg

Paper 8 103

Plastics 9 116Metals 1 13Glass 1 13Others 4 51Biodegradable 48 617Inerts 25 321Rags 4 51

Total 100 1285(Source: http://www.nswai.com/waste-municipal-solid-waste.php)

103, 8% 116, 9%

13, 1%

13, 1%

51, 4%

617, 48%

321, 25%

51, 4%

Municipal Solid Waste Composition

Paper Plastics Metals Glass others Biodegradable Inerts Rags


Conceptual plan




Paper 8 103



103, 8% 116, 9%

13, 1%

13, 1%

51, 4%

617, 48%

321, 25%

51, 4%




Conceptual plan




Paper 8 103



103, 8% 116, 9%

13, 1%

13, 1%

51, 4%

617, 48%

321, 25%

51, 4%




Conceptual plan


The total number of people anticipated to stay in the project is in the range of 2500 –500. The anticipated solid waste/garbage is in the range of 300 g/head for employeesand the total garbage will be in the order of 1285 kg/day. The garbage shall besegregated at source in green and blue bins for non-recyclable and recyclable wastes.The biodegradable waste is sent to organic waste converter, while recyclable wastes aresent to recyclers. Non-Biodegradable waste (recyclable waste) like glass, plastic, paper,etc., is collected by the maintenance department and sent to recyclers, while the inertsshall be used for filling low lying areas. Table 2.8 presents Type of Solid waste generatedand Table 2.9 present the anticipated garbage quantity after occupation. Theresponsibility of garbage collection and disposal lies with DTCP, however the projectauthorities propose to educate the owners, employees/workers to segregate the wasteat source before disposal. Municipal solid waste generated by administration buildingsand industries and hazardous waste consisting of industrial sludge and other solid wasteand sludge from ETP processes. Each industry having ETP is individually responsible forthe management of such wastes. Sludge from STP processes can be used for landapplication, after meeting with appropriate monitoring requirements.

Table 2.8 Type of Solid waste generatedSpices Peelings, Packing MaterialAgri based /food waste Food waste, Veg peelings, Agri wastes & Waste

vegetable oil & Packing MaterialEngineering relatedservices

Waste cloth, waste oil, Metal waste, packing material &Plastic waste

Others Refuse vegetables, Meat and Fish waste, Packagingmaterial, Food waste Plastic bottles, Glass, Metal scrap,Waste cloth, Sweeping

Open areas / green spaces Dry and wet Leaves, Tree- trimmings, GrassStreet Sweeping & Drain Inert material such as dust and girt, Dry leaves, Paper &

plastic, Glass and metal pieces, Discarded food stuff,Junk containers, Carcass of Animals, Other littering, Siltfrom drain cleaning .

e-Waste Discarded computers, TVs, Mobiles, Refrigerators, TVs,Discarded, Printers, electronics.

Table 2.9 Solid Waste GenerationUnit No. of Persons Total Solid waste Quantity in TPD

Industrial Plots (1 to 118) 2950 0.885Administration office 500 0.150Canteen 500 0.250Total 3950 1.285

2.4.2 Occupation PhaseA number of facilities will be provided by MSME Cluster by Telangana State IndustrialInfrastructure Corporation (TSIIC) for the occupants and the facilities are shown intable 2.10.


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Table 2.10 Amenities ProvidedAmenities Nos. or DescriptionGreen area 5.77 haSewage Treatment Plant 1 no.Water Storage Tank 1 no.Administrative Building 1 no.Logistics/parking area 4.76 acres with 300 nos.Canteen 1 no.

Telangana State Industrial Infrastructure Corporation (TSIIC) will have a dedicated teamfor operation and maintenance for the amenities like Sewage Treatment Plant, DG sets,etc.

2.4.2.1 Energy RequirementThe electricity will be drawn from TRANSCO. A number of transformers will be providedto reduce voltage fluctuation and to provide quality energy. The total powerrequirement for the project shall be in the order of 125 MVA.


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2.4.2.2 Solid WasteThe solid wastes anticipated during occupation stage include garbage, sludge from STP,hazardous waste of used oils, and batteries from generators. The quantity of wastes ispresented in table 2.11.

Table 2.11 Solid Waste Generated during Occupation Phase

S.No. Type ofWaste Quantity Collection/ Storage Disposal

1.Non-Hazardouswaste

50 TPD Stored in storage godownsContains mainlyplastic, MS and issent to recyclers

2. Garbage 1.285TPD

Segregation at source into bio-degradable, non bio- degradableand Domestic Hazardouswastes. Disposal of recyclablewaste to Authorized WastePickers / Authorized Recyclers.Balance segregated waste givento Authorized Agency of LocalBody.

Organic wasteconverter andrecyclers

3.SewageTreatmentPlant Sludge

0.95 TPD Stored in HDPE bags.Used as manureand or given tofarmers.

4. ETP Sludge 2.5 TPD Stored in HDPE bags. Sent to TSDF byindividual units

5. UsedBatteries

40 nos.year

Sent to authorizedrecyclers

6. UsedLubricant

25kl/year Stored in HDPE Carboy Sold to authorized

recyclers

7. TransformerOil

10Kl/year Stored in HDPE Drum

Sold to TRANSCOauthorizedcontractors

8. e-Waste Stored in storage godownse-parisara /Ramky e-wasterecycling facility

9. PlasticWaste 10 TPA Bags To scrap vendors

10.

Cotton,Paper,Aluminumfoil etc.,

10 TPA Sold to authorizedbuyers


Conceptual plan







2. Garbage 1.285TPD






5. UsedBatteries

40 nos.year


6. UsedLubricant


recyclers

7. TransformerOil





10.




Conceptual plan







2. Garbage 1.285TPD






5. UsedBatteries

40 nos.year


6. UsedLubricant


recyclers

7. TransformerOil





10.



MSME CLUSTERTelangana State Industrial

Infrastructure Corporation (TSIIC)Survey No. 30, 31 and 36 (P), Buggapadu (V),

Sathupally (M), Khammam District

Studies & Documented ByM/s Team Labs and Consultants(ISO 9001:2008 certified Organization)B-115, 116, 117 & 509, Annapurna Block,Aditya Enclave, Ameerpet,Hyderabad- 500 038Phone: 91-040-23748555 & 23748616Fax : 91-040-23748666e-mail: [email protected]

msme cluster -...

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