PREFEASIBILITY FOR COMMON BIOMEDICAL WASTE …environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/... · 2017-09-05 · Environ Biowaste Systems India Private Limited, Meyyur,

Environ Biowaste Systems India Private Limited, Meyyur, Thiruvallur

PREFEASIBILITY FOR COMMON BIOMEDICAL WASTE FACILITATOR

OF

ENVIRON BIOWASTE SYSTEMS INDIA PRIVATE LIMITED

[As per Ministry of Environment and Forest Letter Dated: 30.12.2010]

1.0 EXECUTIVE SUMMARY:

Environ Biowaste Systems India Private Limited proposes to develop a Common

Biomedical Waste Facility at Meyyur Village, Uthukottai Taluk, Thiruvallur District in a

Plot Area of 13,350 Sq.m.

The Facility is intended to Handle / Treat the Biomedical Waste of 8.1 T/ Day

The Total Water Requirement of the Facility is about KLD.

Power Requirement of 120 KVA will be sourced through Tamil Nadu Generation and

Distribution Corporation Limited [TANGEDCO]

The estimated cost of the Development is INR. 2.82 Crores

2.0 INTRODUCTION:

2.1 BACKGROUND:

M/s. Environ Biowaste Systems India Private Limited has proposed a Common Biomedical

Waste Treatment Facility at S. Nos. 553/1B, 2A & 2B of Meyyur Village, Uthukottai Taluk,

Thiruvallur District in a Site Area of about 13,350 Sq.m. The Facility intends to handle

Biomedical Waste upto 8.1 T/Day.

Being an Industry, the present Site is considered as it is isolated and away from Settlements

with no Major Industries or Residential Development around.

2.2 OBJECTIVE:

The prime objective of such Development is to cater the demand of Biomedical Waste Disposal

Facility in and around Chennai, Kancheepuram and Thiruvallur District. As these areas are

covered by only Two such Common Biomedical Waste Facility namely, M/s. GJ Multiclave

(India) Private Limited and M/s. Tamil Nadu Waste Management Limited. With the ever

increasing in the Biomedical Waste from the Health Care Facility, the need for such Facility is

warranted.

3.0 PROJECT DESCRIPTION:

The propose Project is a Common Biomedical Waste Treatment Facility which is categorized as

“B” 7(da) as per the Ministry of Environment and Forest Notification Dated: 17.04.2015.

3.1 PROJECT LOCATION AND SETTING:

The Proposed Project Site is located at Meyyur Village, Thiruvallur and the Site Information’s

are tabulated below:


S. No. DESCRIPTION REMARKS 1. Name of the Project Environs Biomedical Waste Facilitator 2. Latitude & Longitude 13° 15' 28.5624" N & 79° 56' 9.3588" E 3. Location S. Nos. 553/1B, 2A & 2B of Meyyur Village,

Uthukottai Tank, Thiruvallur District 4. Nearest Railway Station Thiruvallur Railway Station - 17 Km 5. Nearest Airport Anna International Airport - 39 Km 6. Road Approach SH 50 - Thiruvallur Uthukottai Road 7. Seismic Zone Seismic Zone III 8. Reserve Forest Periya Puliyur Forest - 9 Km

Allikuzhi Reserve Forest - 14 Km 9. Creeks, Rivers, Back Waters, Sea Kosasthalai River - 3 Km

Arani River - 4 Km Poondi Lake - 9 Km

10. Archaeological Sensitive Area Gudiyam Cave - 14 Km



FIGURE 3.1: SITE LOCATION

3.2 BASIS OF SELECTING THE PROPOSED SITE:

The Present Site has been Chosen for the Construction of Biomedical Waste Facility based on

the Following Reasons:

The Project Site is a Vacant Site and away from Human Settlements

No R&R plan involved for the Proposed Development

3.3 SIZE OF THE PROJECT:

The Development is proposed in a Site Area of 13,350 Sq.m with Industrial Shed in an Area of

637.80 Sq.m, with a Capacity to handle segregated Biomedical Waste of 8.1 T/D and it falls

under Category B of EIA Notification, 2006.


3.4 PROJECT DESCRIPTION:

The Development is aimed to carter the emerging needs of the ever increasing Biomedical

Waste disposal facility around Chennai, Kancheepuram and Thiruvallur District. The same is

able to handle segregated Biomedical Waste of 8.1 T/D. The Facility is proposed in a Site Area of

13,350 Sq.m and the Plot Area Distribution is as below:

TABLE 3.4 [A]: PLOT AREA DISTRIBUTION

S. No. DESCRIPTION AREA [m2] AREA [%] 1. Plot Coverage Area 637.80 4.78% 2. Road Area 4205.25 31.50% 3. Pathway Area 1682.10 12.60% 4. Truck Parking Area 1133.50 8.49% 5. Car / Two Wheeler Parking Area 333.75 2.50% 6. Loading / Unloading Area 791.90 5.93% 7. Greenbelt Area 4405.50 33.00% 8. ETP Area 160.20 1.20%

Total Plot Area 13350.00 100.00% No OSR Area is required for Industrial Development as per DTCP / CMDA Norms

TABLE 3.4 [B]: BUILTUP AREA STATEMENT

S. No. DESCRIPTION AREA [m2] 1. Office Room 36.14 2. Segregation / Storage Hall 115.94 3. Incinerator Room 231.89 4. Autoclave Room 64.10 5. Shredder Room 49.89 6. Generator Room 45.49 7. EB Room 21.75 8. Panel Room 15.31 9. Toilets 11.15

10. Security Room 6.87 11. Exterior Ventilation Shades 39.28

Total Builtup Area 637.80

TABLE 3.4 [C]: BIOMEDICAL WASTE HANDLING CAPACITY

S. No. DESCRIPTION Quantity / Day - Kgs CAPACITY [KG/HR]

1. Incineration Waste / Incinerator Capacity

Proposed 6000 300 Kgs/ Hr

2. Autoclavable Waste /

Autoclave Capacity Proposed 2250

300 Kgs / batch of 90 minutes

3. Shredder Capacity Proposed 2050 250 kgs/hr


TABLE 3.4 [D]: CATEGORY OF BIOMEDICAL WASTE HANDLED

CATEGORY TYPE OF WASTE QUANTITY HANDLED

IN KG / DAY [FOR YELLOW - f IN KLD]

MODE OF DISPOSAL

Yellow

a. Human Anatomical Waste 5350 Incineration b. Animal Anatomical Waste 250 Incineration c. Soiled Waste 50 Incineration

d. Expired or Discarded

Medicines 150 Incineration

e. Chemical Solid Waste 25 Incineration

f. Chemical Liquid Waste 0.5 Onsite ETP to Treat and Conform to the

Discharge Standards

g.

Discarded Linen, Mattresses, Beddings

contaminated with Blood or Body Fluid

150 Disinfection followed by Incineration

h. Microbiology,

Biotechnology and other Clinical Laboratory Waste

25 Sterilisation followed by Incineration

Red Contaminated Waste

[Recyclable] 2000

Autoclaving followed by

Shredding. Treated Waste to be sent to

Authorized Recyclers or for

Energy Recovery or Plastic to Diesel or

Fuel Oil or For Road Making

White Waste Sharps including Metals 35

Autoclaving followed by

Shredding. Treated Waste to be sent to Iron Foundaries or Sanitary Landfill or

Designated Concrete Waste Sharp Pit

Blue

a. Glassware 50 Autoclaving and

then sent for Recycling

b. Metallic Body Implants 15 Autoclaving and

then sent for Recycling

Total [Yellow - f] 0.5KLD Total [Except Yellow - f] 8100 KG/D


Process Flow Chart describing the Process involved from Construction to Completion is given

Below:

TABLE 3.4 [E]: MATERIALS FOR BUILDING & CONSTRUCTION WORK

S.NO. DESCRIPTION 1 ADHESIVE 2 AGGREGATE - BRICK 3 AGGREGATE - OVER BURNT 4 AGGREGATE - STONE 5 AGGREGATE - STONE CHIPPING 6 ALUMINIUM 7 ASBESTOS CEMENT PRODUCTS 8 BITUMEN FELT FIBRE BASE 9 BITUMEN HOT SEALING COMPOUND

10 BITUMEN & COAL TAR 11 BRACKETS 12 BRICKS 13 BRUSHES 14 CEMENT 15 LIME 16 CAUSTIC SODA

Earth Work

Civil Construction

Electrical & Sanitary

Work

Furnishing (Aluminum, Wood) & Machinery Fitting

Painting

Horticulture / Landscaping / Rainwater Harvesting / ETP

Completion of the Facility


17 WATER PROOFING COMPOUND 18 POLYMER 19 HYDROCHLORIC ACID 20 ARALDITE 21 HARDNER 22 FLOW CONTROL AGENT 23 PLASTICIZER 24 BHUSA 25 HESSIAN CLOTH 26 SPUN YARN 27 BLEACHING POWDER 28 CRAMP 29 DISTEMPER 30 FLY ASH 31 FITTINGS (FOR DOOOR & WINDOWS) 32 BUTT HINGES 33 TOWER BOLT 34 BRASS FITTINGS 35 CASEMENT STAYS 36 CUPBOARD LOCK 37 HASPS AND STAPLES 38 HINGES (SINGLE ACTING SPRING) 39 BUTT HINGES 40 HANDLES 41 HASPS AND STAPLES 42 SCREWS 43 STAIN LESSSTEEL FITTING 44 FASTNER 45 GLASS 46 MARBLE CHIPS 47 MARBLE SLABS 48 MUSLIN CLOTH 49 SPIRIT 50 DIESEL 51 MOBIL OIL 52 LPG 53 ENAMEL PAINT 54 PLASTIC EMULSION PAINT 55 RED OXIDE 56 OIL TYPE WOOD PRESERVATIVE 57 FIRE RETARDENT PAINT 58 ROAD MARKING PAINT 59 WHITE LEAD 60 ACRALYC EXTRIOR PAINT 61 PRIMER FOR CEMENT PAINT 62 PIPES & ACCESSORIES 63 SAND CAST IRON PIPE & ACCESSORIES 64 SAND 65 STEEL 66 TILES 67 BALLIES 68 PANELS


69 WELDING 70 BOLTS & NUTS 71 BRACKET CI 72 CHAIN 73 CISTERN 74 BRASS BIB COCK 75 C.P BIB COCK 76 BRASS STOP COCK 77 C.P. BRASS STP COCK 78 URINAL COCK 79 BALL COCK 80 PRECAST RCC GRATING 81 INSERTION OF RUBBER FOR PIPE JOINTS 82 MIRROR 83 MIRROR WITH WHITE PASTIC MOULDED FRAME 84 PVC WASTE PIPE FOR SINK & WASH BASINS 85 FLEXIBLE PIPE WITH FITTINGS 86 EQUAL TEE 87 REDUCING TEE 88 FEMALE BRANCH TEE 89 EQUL ELBOW 90 FEMALE ELBOW 91 MALE THREAD CONNECTOR 92 FEMALE THREAD CONNECTOR 93 COUPLERS 94 REDCERS 95 PIPE HOLDING CLAMP 96 FITTING HOLDING CLAMPS 97 G.I. PIPES 98 G.I. BACK NUTS 99 G.I. BEND 90 DEGREE

100 G.I. CROSSES 101 G.I. ELBOWS 102 G.I. PLUGS 103 G.I. SOCKETS(REDUCING) 104 G.I. TEES 105 G.I. UNIONS 106 U - PVC PIPES 107 UPVC SINGLE EQUAL TEE 108 UPVC DOUBLE EQUAL TEE 109 STAINLESS STEEL KITCHEN SINK-WITH DRAIN BOARD 110 TANKS 111 TOWEL RAILS 112 TOILET PAPER HOLDER OF STANDARD SIZE 113 TRAPS 114 S.W.GULLY TRAPS 115 S.W. INTERCEPTING TRAP 116 BOTTLE TRAP 117 WATER METER 118 DIRT BOX STRAINER 119 WASH BASIN 120 WASTE COUPLING


121 WATER CLOSETS 122 MISC ASSESSORIES

3.5 POWER REQUIREMENT AND ITS SOURCE:

The Power Required for the proposed development will be sourced from Tamil Nadu Power

Generation and Distribution Corporation Limited [TANGEDCO] of capacity 120 KVA and a DG

Set of 63.5 KVA Capacity will be used as a Power Backup. The DG set will be of In-Built Acoustic

Enclosure Type.

Stack Height Calculation:

For DG Set of 63.5 KVA

Stack Height = 8.23 + 0.2 √63.5

= 8.23 + 0.2 (7.97)

= 8.23 + 1.60

= 9.83 m

3.6 EXPECTED POPULATION WITHIN THE FACILITY:

The expected Population within the Facility is as below:

TABLE 3.6: POPULATION

S. No. DESCRIPTION Nos. 1. Office Staff 5 2. Operators 6 3. Helpers 6 4. Drivers 15 5. Maintenance Staff / Supervisors 5 6. Security 3 7. Visitors 5

Total Population 45

3.7 SOLID WASTE GENERATION:

The Solid Waste generation from the Facility on account of the Workers within the Facility is

estimated to be 27 Kg/Day. The same will be source segregated and disposed of through Local

Body / Authorized Recyclers. In addition, the Recyclable Biomedical Waste arising out of the

Facility will be stored separately and disposed through Authorized Recyclers.


TABLE 3.7: SOLID WASTE GENERATION

S. No. DESCRIPTION NO. OF

PERSONS QUANTITY [KG/DAY]

ORGANIC [KG/DAY]

INORGANIC [KG/DAY]

1.

Solid Waste Generation from

Facility on Account of

Workers within the Facility

45 27 16 11

3.8 BIOMEDICAL WASTE:

3.8.1 SEGREGATION:

Being a Common Biomedical Waste Disposal Facility, the efficiency of operation largely depends

on Segregation of Biomedical Waste at Source. Adequate Training in this regard will be

imparted to HCF Staffs as well Waste Handlers.

3.8.2 TRANSPORT:

A proper Transportation Network is necessary to ensure timely collection of medical wastes

from HCF to Site, with minimum Transit Time. Biomedical Wastes are highly infectious and fast

putriciable leading to stench, bad odour, fluid formation, etc., Normally no untreated Biomedical

Wastes shall be stored beyond a period of 48 Hours. Hence a very systematic Collection

Arrangement with Health Care Establishments is imperative.

A Team of Drivers and Supervisors will be employed to ensure proper Transportation of

Biomedical Wastes from the Collection Points to the Treatment Site. The Vehicles will be

specially designed with separate compartment for storing different Categories of Wastes during

the Transportation as per the Biomedical Waste Rules. They will also be painted with Biohazard

Symbol, as required by the Rules.

3.8.3 TREATMENT:

Incinerator - Yellow Bags

A 300 Kg/Hr Capacity Incinerator with Two Stage Gas Cleaning Systems, with in-Built

Monitoring Devices and due Safety Interlocks with 30 m Chimney will be installed for

the Biomedical Wastes. The same will be designed to function with the Emission Levels

in Total Conformity with the Stipulated guidelines of MoEF and TNPCB.

The incinerated Ash will be Sterile in nature with Organic Presence being less than

0.03%. There shall be no Metal Contaminants due to Careful segregation at Source itself.

The Ash will be stored in sealed containers for disposal as directed by TNPCB.

Autoclave / Shredder - Red & Blue Bags

2000 lts capacity, Stainless Steel Autoclave coupled with a Shredder operating with

Present inputs and continuous monitoring of the Operating Parameters with Digital


Indicators and Recorders with due Safety Interlocks. The system is assured to Operate

as per the stipulated guidelines of MoEF and TNPCB.

Shredder:

The Sterilized Waste mainly consisting of Plastic Items like Syringes, Tubes, Catheters,

IV Sets, Plastic Bottles will be Put into the Shredder and completely shredded into Small

pellet like pieces to avoid reuse of these items as such. The Shredded Material will be

sent either for Recycling or for secured landfill depending upon the Permissive policies

of the Regulatory Authorities.

Blood Bag Shredder:

The Blood Bag containing contaminated Blood, will be put into the Shredder Machine

where in Chemical Disinfection will be done, to decontaminate the Blood and at the

same time also shred the Blood Containers. The liquids will be passed to the Effluent

Treatment Plant, while the Shredded Materials will be collected and suitably disposed

off.

3.9 WATER REQUIREMENT:

With the estimated Population of 45 Nos. the Total Water Requirement for the Facility will be

KLD. The Fresh Water Requirement will be sourced through Private Tankers. The Sewage

generated from the Facility will be passed on to the Septic Cum Soak Pit. Whereas the Liquid

Effluent will be treated in an ETP of 20 KLD Capacity and the Treated Effluent Water will be

reused within the Facility for Gardening.

TABLE 3.8: WATER REQUIREMENT

S. No. DESCRIPTION OCCUPANCIES WATER

CONSUMPTION [lpcd]

TOTAL WATER REQUIREMENT

[KLD] 1. Office Staff

5 45 0.250

Domestic 20 0.100 Flushing 25 0.150

2. Operators 6

45 0.300 Domestic 20 0.150 Flushing 25 0.150

3. Helpers 6


4. Drivers 15


5. Maintenance Staff /

Supervisors 5

45 0.250

Domestic 20 0.100 Flushing 25 0.150

6. Security 3



7. Visitors 5


Total Water Requirement 2.050

Say 2 KLD

FIGURE 3.8: WATER BALANCE CHART

TOTAL WATER REQUIREMENT [FRESH WATER]

2 KLD

WATER SOURCE: PRIVATE TANKERS

DOMESTIC REQUIREMENT 0.9 KLD

FLUSHING REQUIREMENT 1.1 KLD

SEWAGE GENERATED 1.8 KLD

SEPTIC CUM SOAK PIT

Sewage Generation @ 80% 0.7 KLD

Sewage Generation @ 100% 1.1 KLD


FIGURE 3.9: EFFLUENT GENERATION & RECYCLING

LIQUID EFFLUENT 13 KLD

SCRUBBER BLEED OFF 10 KLD

DISINFECTION & OTHERS 1 KLD

EFFLUENT GENERATED 13 KLD

EFFLUENT TREATMENT PLANT 20 KL CAPACITY

TREATED EFFLUENT 12 KLD

REUSE FOR GARDENING 12 KLD

Treated Effluent @ 95% 12 KLD

GREENBELT AREA 0.44 Ha

VEHICLE WASHING 2 KLD


3.9 SCHEMATIC REPRESENTATION OF EIA:

As per the Environment Impact Assessment [EIA] Notification Dated 14th September 2006 and

its subsequent Amendment Dated 17.04.2015, the Proposal for Common Biomedical Waste

Treatment Facility falls under Category B of S. No. 7(da). The EIA Report required to get

Environmental Clearance for the Project from SEIAA - TN. The Baseline Studies will be

undertaken as per the Following Schematic Diagram.

PREFEASIBILITY REPORT FOR

ENVIRON BIOWASTE SYSTEMS INDIA PRIVATE LIMITED

[S. Nos. 553/1B, 553/2A & 553/2B, Meyyur village, Uthukottai Taluk, Thiruvallur District, Tamilnadu]

1. Micro Meteorological Study

6. Water Quality & Hydro Geological Studies

2. Ambient Air Quality 7. Socio - Economic Environment 3. Noise & Vibration Study 8. Traffic Density Environment 4. Land Use, Soil & Geological Study 9. Occupational Safety & Health 5. Biological Environment – Flora & Fauna 10. Other Parameters

4.0 PLANNING BRIEF:

4.1 PLANNING CONCEPT:

The Proposed Development is Common Biomedical Waste Treatment Facility. The project being

categorized under 7(da) of EIA Notification, 2006. The Total Estimated Cost of the Project is Rs.

2.82 Crores.

Application in FORM 1, 1A along with Prefeasibility Report & T.O.R. to

SEAC

Baseline study in project site

Presentation of EIA /EMP report To SEAC


4.2 LAND USE PLANNING:

The Site is Unclassified Use Zone as DTCP and with the Proposed Development the land will be

utilized as Industrial Area and the necessary Planning Permission from DTCP [Local Planning

Authority] has been secured.

5.0 PROJECT SCHEDULE:

Construction shall be started after securing Environmental Clearance and other Relevant

Approvals. Construction and Installation of the Facility will be completed in 15 Months Time.

6.0 PROJECT BENEFITS:

With the Proposed Biomedical Waste Treatment Facility, the demand for such facility

will be fulfilled

Creates Direct and Indirect Employment opportunities

Increased Revenue to the Government

Leads to Sanitary and Hygienic disposal of BMW, as the present CBMWTF is not able to

handle the Total Waste generated from HCF around the Chennai, Kancheepuram and

Tamil Nadu.

Documents

PREFEASIBILITY FOR COMMON BIOMEDICAL WASTE …environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/... · 2017-09-05 · Environ Biowaste Systems India Private Limited, Meyyur,