table-1 project at a glance -...

Conceptual Plan

M/s. Pallavada Technical Textiles Park Pvt. Ltd., Erode, Tamil Nadu 1

TABLE-1

PROJECT AT A GLANCE

Registered Address M/s. Pallavada Technical Textiles Park Private Limited,

No. 78, Greams Road,

Thousand Lights,

Chennai-600006.

Communication Address of

Applicant

M/s. Pallavada Technical Textiles Park Private Limited,

S. F. No. 434, Gurumanthur Main Road,

Kolappalur (PO),

Gobichettipalayam Taluk,

Erode-638456.

Proposed Project Proposed Integrated Textiles Park Location S. F. Nos. 442/1, 442/3, 442/5, 443/1, 443/2, 443/3, 443/4,

443/5, 434/7, 434/8, 434/9 of Kolappalur Village

S. F. Nos. 52/2, 52/3, 52/5, 52/6, 53/1, 53/2, 53/3, 53/4,

53/5, 53/6, 53/7, 53/8, 53/9, 53/10, 53/11, 53/12, 59/1,

59/6, 59/7, 59/8, 59/9, 59/10, 59/11, 59/12, 59/13, 59/14,

59/15, 59/16, 59/17, 59/18, 59/19, 59/20, 59/21, 60/1, 60/2,

60/3, 60/4, 60/5, 61/1, 61/2, 61/3, 61/4, 61/5, 61/6, 61/7,

61/8, 61/9, 62/1, 62/2, 62/3, 62/4, 62/5, 62/6, 62/7, 62/8,

62/9, 62/10, 62/11, 64/1, 64/2, 64/3, 65/1, 65/2, 65/3, 65/4,

65/5, 65/6, 65/7, 65/8, 65/9, 65/10, 66/1, 66/2, 66/3, 66/4,

66/5, 66/6, 66/7, 66/8, 66/9, 66/10, 66/11, 66/12, 66/13,

66/14, 67/1, 74/1, 74/2, 74/3, 74/10, 74/11, 74/12, 74/13,

74/14, 74/16, 75/1, 75/2 of Thalguni Village

Gobichettipalayam Taluk, Erode District, Tamil Nadu

Connectivity MDR 132 Perundurai Sathyamangalam road - adjacent to site,

North

Nambiyur Kolappalur Road- 0.3 km, South

SH-81 Gobichettipalayam Dharapuram road- 1.51 km, East

Vijayamangalam Railway Station- 23.7 km, NNW

Coimbatore International Airport- 56.12 km, NE

Cochin Port- 204.03 km, SW

Total Plot Area 32.12 ha (79.33 acres) Land Use Classification Unclassified Landuse as per DTCP

Proposed Building Profile The proposed Integrated Textiles Park would have:

Factory sheds for production purpose

Sr. No. Description Built up area (sq.m)

1 Garment factory plot-A 14306

2 Garment factory plot- B 6871

3 Garment factory plot- C 10411

4 Garment factory plot- D 9268

Conceptual Plan



5 Garment factory plot- E 6872

6 Garment factory plot- F 6871

7 Weaving factory plot- G 1566

8 Weaving factory plot- H 1566

Common facilities


1 Workers hostel plot-1 10143

2 Workers hostel plot- 2 20656



5 Admin & Buyer lounge 1930

6 Testing & Training Centre 3177

7 Multipurpose hall 1705

8 Creche 573

9 Shopping centre 1663

10 Health care centre 629

11 Parents' Dorm 308

12 Central kitchen 1438

13 Laundry 575

Common infrastructure

1. Storm water drainage system

2. Water supply system

3. Sewage Treatment Plant- 0.8 MLD

4. Effluent Treatment for Laundry – 0.1 MLD

5. Electricity demand- 3.3 MW for Industrial and 0.6 MW for

Common facilities

6. Solar Power- 2 MW capacity

7. Main approach road (600 m x 24 m)

8. Internal Roads (1900m x 18 m)

9. Sub- arterial roads (560 m x 9 m)

Conceptual Plan


Environment Setting Site Co- ordinates No. Latitude Longitude

A 11°23'15.78” N 77° 24'36.86” E

B 11°22'57.17” N 77° 24'42.90” E

C 11°22'59.45” N 77° 24'57.14” E

D 11°23'21.80” N 77° 25'10.65” E

Nearest Water

bodies

Lower Bhavani Project Canal- 2.9 km, NNW

Pallipalayam Pond-3.7 km, NNW

Sekkupalayam Pond-4.7 km, NNW

Bhavani River-10.57 km, NNW

Ecologically

important places --

Nearest major

habitation

Kolappalur- 0.94 km, WNW

Gobichettipalayam- 5.7 km, North

Proposed Facilities Parking Details Required Provided Cars 159 159 Trucks 22 22 Water Requirement 0.92 MLD Water Supply Source New Tiruppur Area Development Corporation Limited (NTADCL) Sanitation details Sewage Treatment Plant of capacity 0.8 MLD Solid Waste Management Non-hazardous process waste

Cloth wastes of 2.45 TPD generated from the garment units will

be reused.

Hazardous process waste

No hazardous solid waste is generated by the member units.

Biodegradable solid waste

Garbage generated from human use of quantity 1.95 TPD will

be size reduced and loaded to STP for biogas production

Sludge generated from STP of quantity 0.22 TPD will be dried

and used for greenbelt.

Non-biodegradable solid waste Non-biodegradable solid waste will be provided to authorized

recyclers. The ETP sludge will be collected and disposed to the

Treatment, Storage and Disposal Facility (TSDF),

Gummidipoondi.

Power Requirement 5.8 MW from TANGEDCO Emergency back-up To meet the emergency power requirement during power

failure, DG sets will be provided.

Industrial plots (8 nos.)

8 nos. x 1000 kVA are proposed.

Conceptual Plan


Common amenities

2 nos. x 750 kVA are proposed Air Pollution/ Noise generation

sources

The sources of air pollution/ noise generation within the

proposed project are the DG sets.

Member units

1000 KVA x 8 Nos. DG sets are proposed

Common amenities

750 KVA x 2 Nos. DG sets are proposed

Fuel usage

1000 KVA – 320 L/hr/DG

750 KVA – 240 L/hr/DG

Total investment of the Project/

Activity

The total cost of the project has been estimated as Rs. 106.27

Crores.

Funds allocated for EMP 5.31 crores Name of the Environmental

Consultant involved

M/s. VIMTA LABS LIMITED

Branch Office:

No. 49, West Venkatasamy Road,

R. S. Puram,

Coimbatore- 641002.

Regd. Office:

142, IDA, Phase- II,

Cherlapally, Hyderabad- 500051.

QCI/NABET accredited EIA Consultancy Organization, NABL Accredited, ISO 17025

Certified and MoEF Recognized Laboratory

Conceptual Plan


I. PROPOSED PROJECT

The proposed project is an integrated textile park proposed by M/s. Pallavada Technical

Textiles Park Pvt. Ltd. The project houses 8 industrial plots for the purpose of Garment

manufacturing and weaving, common facilities like workers’ hostel, admin and buyer

lounge, testing and training centre, multipurpose hall, crèche, shopping centre, health care

centre, Parents dorm, Central Kitchen, Laundry etc. and common infrastructure.

The project has been constituted under the Scheme for Integrated Textiles Park (SITP) of

Ministry of Textiles, Government of India. The land use of the Project site and the Built-up

area split up are presented in Tables - 2 and Table - 3 respectively.

About the Project Proponent

As mandated by the guidelines of SITP, M/s. Pallavada Technical Textiles Park Private

Limited is a Special Purpose Vehicle (SPV), formed and incorporated as a Private Limited

Company under the Companies Act, 1956 with its registered office located at Kolappalur

(PO), Gobichettipalayam Taluk, Erode District.

The Board of Directors comprise of representatives of the 10 member units, which have

planned to set up textile units in the park.

TABLE-2

LAND USE OF THE PROJECT SITE

Sr. No. Description Area

Acre ha %

1 Factory building plot- land area 28.07 11.36 35.39

2 Common facilities land area 22.99 9.31 28.98

3 Road area 11.26 4.56 14.20

4 Over Head Tank and Sumps 0.41 0.17 0.52

5 Sewage Treatment Plant 0.59 0.24 0.74

6 Rain Water Harvesting 1.85 0.75 2.33

7 Open green area 6.22 2.52 7.84

8 OSR 7.93 3.21 10.00

Total 79.33 32.12 100.00

Conceptual Plan


TABLE-3

BUILT-UP AREA SPLIT UP


sq. m ha 1 Garment Factory Plot- A 14306 1.43

2 Garment Factory Plot- B 6871 0.69

3 Garment Factory Plot- C 10411 1.04

4 Garment Factory Plot- D 9268 0.93

5 Garment Factory Plot- E 6872 0.69

6 Garment Factory Plot- F 6871 0.69

7 Garment Factory Plot- G 1566 0.16

8 Garment Factory Plot- H 1566 0.16

9 Workers’ Hostel Plot-1 10143 1.01




13 Admin & Buyer Lounge 1930 0.19

14 Testing and Training Centre 3177 0.32

15 Multipurpose Hall 1705 0.17

16 Crèche 573 0.06

17 Shopping Centre 1663 0.17

18 Health Care Centre 629 0.06

19 Parents’ Dorm 308 0.03

20 Central Kitchen 1438 0.14

21 Laundry 575 0.06

Total 121718 12.17

II. MEMBER UNIT DETAILS

Upon completion, the proposed project will house member units, who are already well

established in carrying out spinning, knitting, weaving, garmenting and other textile

related activities. The details of the type of activity to be carried out in each plot are

provided in Table- 4.

TABLE-4

DETAILS OF MEMBER UNITS

Sr. No. Name of the Plot Activity / Process 1. Plot A Garmenting 2. Plot B Garmenting 3. Plot C Garmenting 4. Plot D Garmenting 5. Plot E Garmenting 6. Plot F Garmenting 7. Plot G Weaving 8. Plot H Weaving

Conceptual Plan


III. WATER REQUIREMENT & WASTEWATER MANAGEMENT

Construction phase

Water required during construction activities of quantity 10 KLD will be met from private

suppliers.

Operation phase

The total water requirement for the entire project during the operation period for one time

is 923 KLD with a daily fresh water requirement of 616 KLD, which will be sourced from

New Tiruppur Area Development Corporation Limited (NTADCL). Total sewage generated is

about 723.0 KLD which will be treated in the proposed Sewage Treatment Plant (STP) with

a capacity of 800 KLD. The treated water (723.0 KLD) will be utilized for flushing

requirement (307 KLD) and greenbelt maintenance (416 KLD). The laundry wastewater of

quantity 95 KLD will be treated in the ETP and the treated water will be used for greenbelt

development.

TABLE-5

DETAILS OF WATER CONSUMPTION

Sr. No Description of consumption Quantity in KLD

1 Boarding staffs

a Fresh water for drinking and other usage (6300

persons x 75 lpcd)

472.5

b Fresh water for laundry (6300 persons x 15 lpcd) 95.0

c Flush water (6300 persons x 45 lpcd) 283.5

2 Non-boarding staffs

a Fresh water (1575 persons x 30 lpcd) 47.3

b Flush water (1575 persons x 15 lpcd) 23.6

3 Process

a Weaving 0.6

Total 923

TABLE-6

DETAILS OF WASTEWATER GENERATION

Sr. No Description of generation Quantity in KLD

1 Boarding staffs

a Drinking & Other usage (472.5 KLD x 80%) 378.0

b Flush water (283.5 KLD x 100%) 283.5

c Laundry (95 KLD x 100 %) 95.0

2 Non-boarding staffs

a Drinking & Other usage (47.3 KLD x 80%) 37.8

b Flush water (23.6 KLD x 100%) 23.6

Total 818

The water balance of the proposed project is presented as Figure-I.

Conceptual Plan


FIGURE-I

WATER BALANCE OF THE PROPOSED PROJECT

Conceptual Plan


IV. SOLID WASTE MANAGEMENT

The solid waste generated during the operation phase of the proposed project will consist

of municipal solid waste, cloth waste from the member units and sludge from Sewage

Treatment Plant and Effluent Treatment Plant.

The total waste generated from the entire project amounts to 6.24 TPD. Biodegradable

municipal solid waste of quantity 2.1 TPD will be reduced in size in a Pulverizer and the

liquefied waste will be mixed with the wastewater treated in the STP, where it will be

broken down for biogas production in the Hybrid UASB reactor. The generated biogas will

be utilized in the Central Kitchen. The non- biodegradable municipal solid waste of quantity

1.37 TPD will be disposed to authorized recyclers.

Cloth wastes generated at the rate of 2.45 TPD will be reused by the member units. The

STP sludge of quantity 0.22 TPD will be dried, pelletized and used as manure for gardening

and green belt development. The ETP sludge of quantity 0.10 TPD will be stabilized, dried

and disposed to TSDF, Gummidipoondi. The details of solid waste generated and the mode

of disposal are given in Table-5 and Table-6.

TABLE-5

SOLID WASTE GENERATION DETAILS

Sr.

No. Source

No. of

Persons

Generation

rate (TPD)

Total

(TPD)

1.

Municipal Solid Waste Plant employees 6300 0.0005 3.15 Employees for other

amenities (including

floating population)

1575 0.0002 0.32

Total 7875 -- 3.47 2. Cloth Wastes -- -- 2.45 3. STP Sludge -- -- 0.22

4. ETP Sludge -- -- 0.10

Total -- -- 6.24

TABLE-6

SOLID WASTE MANAGEMENT

Sr.

No. Description

Quantity (TPD)

Mode of disposal Biodegradable

Non-

biodegradable

1 Municipal Solid

Waste

2.1 --

Will be reduced in size and

mixed with the wastewater

in STP for biogas production.

-- 1.37 Will be handed over to

authorized recyclers

2 STP Sludge 0.22 Used as manure for

greenbelt and gardening.

Conceptual Plan


3 Cloth Waste 2.45 Reuse by member units.

4. ETP Sludge 0.10 Collected and disposed to

TSDF, Gummidipoondi

V. RAINWATER HARVESTING AND RECHARGE

Basic Assumptions

Intensity of Rainfall considered = 100 mm/hr = 0.1 m/hr

The quantity of run-off is presented in Table-7.

TABLE-7

RUN-OFF CALCULATIONS

Sr.

No. Category

Area

(m2)

Impermeability

factor

Harvestable Water

(Intensity x Area x

Impermeability

factor) (m3/hr) 1. Built-up area 105843 0.6 6350.58 2. Green area &

OSR

50355 0.3 1510.65

3. Road/ Paved area 56187 0.9 5056.83 Total 212385 - 12918.06

The total calculated peak run-off from the project site is 12918.06 m3/hr. considering

the constant co-efficient factor of 0.80 (for all situations) for evaporation, spillage and

first flush wastage (Source: CPWD)

Harvestable water = 0.8 x 12918.06

= 10334.45 m3/hr

This run-off is proposed to be channelized through storm water drains to the rainwater

harvesting section of area 7840 sq.m. The storm water will be fed to the underground

aquifer through bore holes of diameter 0.2 m and depth 1.5 m each. A total of 764 Nos.

of bore holes will be constructed for recharge of ground water.

VI. PARKING DETAILS

Parking requirement for the proposed project is calculated based on the DTCP norms. A

total parking area of 2812 sq.m is provided for 159 car spaces and 22 lorry spaces. Table-

8 shows the DTCP parking norms for industries.

Conceptual Plan


TABLE-8

DTCP PARKING NORMS

Sr. No. Building Use No. of Parking Spaces

1. Industries

Floor area upto 100

square metres

Nil

Floor area upto 500

square metres

One lorry space

Floor area extending

500 square metres

One lorry space for every 500

square metres of total floor

area or part thereof

TABLE-9

DETAILS OF PARKING SPACES REQUIRED

Sr.

No.

Plot Car Spaces

Required

Lorry Spaces

Required

1. Garment Factory Plot-A 6 5

2. Garment Factory Plot-B 3 3

3. Garment Factory Plot-C 3 3

4. Garment Factory Plot-D 3 3

5. Garment Factory Plot-E 3 3

6. Garment Factory Plot-F 3 3

7. Weaving Factory Plot-G 1 1

8. Weaving Factory Plot-H 1 1

9. Admin & Buyer Lounge 17 -

10. Testing & Training Centre 23 -

11. Multipurpose Hall 74 -

12. Health Care Centre 4 -

13. Parents' Dorm 4 -

14. Shopping Centre 14 -

Total 159 22

TABLE-10

DETAILS OF PARKING SPACES PROVIDED

Description Required Provided

Car spaces* 159 159

Lorry spaces# 22 22

*- Car spacing (5.0 x 2.5 m) #- Lorry Spacing (10 x 3.75 m)

Conceptual Plan


VII. TRAFFIC MANAGEMENT PLAN

The following traffic management measures are adopted to ease the traffic flow to and

from the project site.

Merging of vehicles will be performed only with the left traffic from the exit gates, to

ensure safety.

To establish smooth entry & exit of vehicles, bell mouth shape geometry will be

provided at the gates for the smooth transition of vehicles.

Both entry and exit are manned with trained and efficient security personnel.

Adequate provision for parking of vehicles will be ensured.

Yellow paint junction boxes will be provided to act as psychological barriers for

drivers to control the speed.

Adequate Sign and guide posts as per IRC guidelines, Road marking, STOP lines,

parking lanes, etc. will be clearly marked to guide the vehicles.

VIII. GREENBELT PLAN

A greenbelt of area 2.52 ha (6.22 acres) is planned to be established in the proposed

Textile Park. It covers 7.84% of the total project area. The greenbelt area split-up is

presented in Table-8.

TABLE-8

GREENBELT AREA SPLIT-UP


sq.m Ha

1 Green area-1 1502.25 0.15

2 Green area-2 1935.71 0.19

3 Green area-3 1703.26 0.17

4 Green area-4 2018.98 0.20

5 Green area-5 1169.59 0.12

6 Green area-6 851.74 0.09

7 Green area-7 808.17 0.08

8 Green area-8 1567.16 0.16

9 Green area-9 402.67 0.04

10 Green area-road 13208.82 1.32

Total 25168.35 2.52

IX. FIRE SAFETY MEASURES

Fire safety system is designed based on the recommendations of National Building Code,

2005 and involves the following measures:

Adequate number of Portable Fire Extinguishers will be installed as per the NBC

norms.

Conceptual Plan


An electrical driven pump and one diesel pump shall be provided.

An underground sump of capacity 750 cu.m will be established.

Manual Operating Fire Alarm System will be provided in the project premises.

Auto Sprinkler System with a separate sprinkler pump and wet riser system will

be established.

A yard hydrant system all along the project periphery will be established.

Hose reel system will be established for the usage of both the member units and

also in the hostel blocks.

X. CONCLUSION

The establishment of the proposed project by M/s. Pallavada Technical Textiles Park Private

Limited at Kolappalur Village, Gobichettipalayam Taluk, Erode district, Tamil Nadu is one

among the 10 Textile Parks that was approved under the SITP scheme by the Ministry of

Textiles, Government of India. The project, upon completion, will help bridge the gap

between demand and supply of garments in the regional, national and international

markets.

Groundwater Perspective

The project consumes 0.92 MLD of water for one time requirement and 0.62 MLD of water

as daily fresh water requirement. The wastewater generated from the Textile Park will be

properly treated and reused for flushing and landscaping purposes. Further, the rainwater

harvesting system will help in increasing the groundwater levels in the region. Thus, there

will not be any major depletion of groundwater resources.

Soil quality Perspective

From the results of the soil analysis, the site consists of a uniform top soil deposit of sandy

gravel followed by soft disintegrated rock. There will not be any chances of soil

contamination or discharge of wastewater from the member unit activities.

Air quality Perspective

DG sets will be the source of air emissions from the project site during operation phase.

Stacks with adequate height will be provided for the proper dispersion of emissions. Also,

the low sulphur diesel used in the DG sets will result in very low emissions.

Noise quality Perspective

The only noise generating source from the proposed project will be the DG sets which

come with acoustic enclosures for the minimization of noise during operation. Thus, there

will not be a major impact on the ambient noise levels.

Floral and Faunal diversity

There will not be any major impact on the flora and fauna during the construction and

operation phase of the project. The greenbelt and avenue plantation developed in an area

of 2.52 ha, will only add to the local biodiversity.

Conceptual Plan


Hazardous waste Perspective

The proposed project will not generate any hazardous waste except the ETP sludge and

spent oil from the DG sets. The ETP sludge will be properly collected and disposed to TSDF

Gummidipoondi. The Spent oil from DG sets will be properly collected and disposed to

authorized recyclers. Thus, there will not be any impact due to the hazardous waste

generation.

Conclusion

The proposed project will help satisfy the demand of textile goods and will also help in the

improvement of the social-economy and lifestyle of the people in and around the project

site. Also, the project would have very little impact on the environment with respect to air,

water, soil and noise. Hence, it is highly anticipated that the establishment of the project

will result in overall beneficial impact in the region.

table-1 project at a glance -...

Documents