WATER MANAGEMENT PLAN For 500 Buffaloes/Day Integrated Slaughter House

 

WATER MANAGEMENT PLAN For 500 Buffaloes/Day Integrated Slaughter House

 

Bore well Water Quality

From the test report given by you:

Parameter	Result (mg/L unless noted)
pH	8.31
TDS	2247
Total Hardness	782
Calcium	93
Magnesium	68
Sulphate	271.4
Chloride	635.9
Iron	0.48
Fluoride	1.64

 

The groundwater is saline/hard and not suitable for direct drinking. Appropriate treatment (softening/RO for potable use) is required.

Water Balance (Provided by you)

Particular	Quantity (KLD)
Fresh Water Requirement
Recycled Water from ETP
Total Water Requirement
Slaughter House
Boiler
Laundry
Domestic & Canteen
Lairage
Refrigeration & Cooling
Rendering Plant
ETP Feed	500
Recycled Water Storage
Irrigation/Plantation/Floor Washing

 

 

 

 

WATER MANAGEMENT PLAN For 500 Buffaloes/Day Integrated Slaughter House

Name : .

Address:

Submission to pollution board, CGWA, FSSAI, APEDA/export auditors, and veterinary authorities

 

 

1. Executive Summary

The proposed slaughter house ------------ will process approximately 500 buffaloes per day.

The industry proposes to meet its freshwater requirement through bore well abstraction after obtaining necessary permission from CGWA and pollution board.

A comprehensive water conservation and wastewater recycling system has been proposed. Treated wastewater from the Effluent Treatment Plant (ETP) shall be reused for plantation, horticulture and floor washing, thereby reducing fresh groundwater extraction.

Water Requirement Summary

Description	Quantity (KLD)
Fresh Groundwater Requirement
Recycled Water Utilization
Total Water Demand
Wastewater Generation	500
Wastewater Recycled
Recycling Efficiency

 

2. Industry Details

Item	Details
Industry Type	Slaughter House
Location
Capacity	500 Buffaloes/Day
Source of Water	Bore well Groundwater
Regulatory Authority	CGWA, Pollution Board
Wastewater Treatment	ETP 500 KLD
Water Recycling	Yes

 

3. Groundwater Quality Assessment

Groundwater quality was tested through NABL-recognized laboratory analysis.

Key Observations

• High TDS (2247 mg/L)
• High Hardness (782 mg/L)
• Elevated Chloride (635.9 mg/L)
• Elevated Sulphate (271 mg/L)

 

.

PROPOSED WATER TREATMENT SYSTEM

 

The plant shall maintain two separate water streams:

 

 

A. Potable / Process Water Stream

Used for:

• Carcass washing

• Meat processing

• Equipment cleaning

• Personnel hygiene

• Hand wash stations

• Canteen and drinking purposes

Quantity

Approximately --- KLD

 

 

 

Treatment Scheme

Raw Water

↓

Raw Water Tank

↓

Pressure Sand Filter

↓

Activated Carbon Filter

↓

Reverse Osmosis Plant (RO)

↓

UV Disinfection

↓

Potable Water Tank

↓

Distribution

 

 

 

B. Utility Water Stream

Used for:

•  Cooling tower make-up

• Rendering section

• Floor washing

• Boiler pre-treatment

• Miscellaneous utility services

 

 

Quantity

Approximately --- KLD

 

Treatment Scheme

Raw Water

↓

Pressure Sand Filter

↓

Softener

↓

Utility Water Tank

↓

Distribution

 

 

4. Water Requirement Assessment

Water Consumption Details

Activity	Water Requirement (KLD)
Slaughter Operations
Boiler Feed
Laundry
Domestic/Canteen
Lairage Cleaning
Refrigeration & Cooling
Rendering Plant
Total

Additional balancing/storage requirement considered in overall plant operation gives total demand of  ----- KLD.

 

5. Water Conservation Measures

Process Optimization

• High-pressure low-volume washing systems.
• Trigger-operated wash guns.
• Dry cleaning of blood and solids before water washing.
• Segregation of blood for rendering.

Housekeeping Measures

• Leak detection and repair programme.
• Water metering at major consumption points.
• Daily water consumption monitoring.

Equipment Measures

• Automatic shut-off valves.
• Float-operated storage tanks.
• Condensate recovery from boiler house.

Cooling System

• Closed-loop recirculation system.
• Drift eliminators in cooling tower.
• Blowdown control based on conductivity.

 

6. Wastewater Management

Wastewater Sources

• Slaughtering operations
• Floor washings
• Rendering section
• Laundry
• Domestic wastewater

Wastewater Generation

Description	Quantity (KLD)
Total Wastewater Generation	500

Proposed Treatment Scheme

Process Flow:

Bar Screen
→ Oil Trap with skimmer
→ Equalization Tank with drum screen
→ DAF System
→ Anaerobic Treatment (UASB)
→ Aerobic Biological Treatment( MBBR)
→ Secondary Clarifier
→ Pressure Sand Filter
→ Activated Carbon Filter
→ Treated Water Tank

Sludge:

DAF Sludge + Biological Sludge
→ Sludge Thickener
→ Volute Press
→ Authorized Disposal

 

7. Water Recycling and Reuse

Treated Water Reuse

Reuse Area	Quantity (KLD)
Green Belt Development
Plantation
Floor Washing
Total Reuse

No treated wastewater shall be discharged outside the premises under normal operating conditions.

Recycling Percentage

Recycling Efficiency

.

 

8. Rainwater Harvesting Proposal

To augment groundwater recharge, the following structures shall be developed:

Recharge Pits

Rooftop Rainwater Harvesting

Roof runoff shall be routed through:

Roof Drain
→ Silt Trap
→ Filter Chamber
→ Recharge Pit

Expected Benefits

• Improvement in groundwater recharge.
• Reduction in stormwater runoff.
• Compliance with CGWA guidelines.

 

9. Water Monitoring Plan

Flow Meters

Flow meters shall be installed at:

1. Borewell discharge.
2. Raw water tank outlet.
3. ETP inlet.
4. Treated water reuse line.
5. Boiler make-up line.

Monitoring Frequency

Parameter	Frequency
Groundwater Abstraction	Daily
Water Consumption	Daily
ETP Flow	Daily
Recycled Water Use	Daily
Groundwater Quality	Half Yearly
Treated Effluent Quality	Monthly

 

10. Green Belt Development

Item	Value
Recycled Water Used	60 KLD
Irrigation Method	Drip/Sprinkler
Species	Native Haryana Species
Objective	Water Conservation & Environmental Improvement

 

 

 

 

11. Water Balance Statement

Particular	KLD
Fresh Groundwater Withdrawal
Recycled Water Utilized
Total Water Use
Wastewater Generated
Wastewater Recycled
Evaporation/Process Losses
Product/By-product Moisture Retention	Balance

 

12. Commitment

The unit commits to:

1. Restrict groundwater abstraction to approved quantity.
2. Install digital water meters with telemetry as required by CGWA.
3. Recycle maximum treated wastewater.
4. Maintain ETP continuously.
5. Develop rainwater harvesting structures.
6. Submit periodic groundwater abstraction and water quality reports to CGWA.
7. Adopt additional water conservation measures as directed by CGWA.

 

Conclusion

The proposed slaughter house requires --- KLD fresh groundwater while achieving --- KLD treated wastewater reuse, resulting in ---% wastewater recycling. The proposed water management system incorporates water conservation, wastewater recycling, rainwater harvesting, and groundwater monitoring measures consistent with CGWA requirements for industrial groundwater abstraction permissions.

Note: Attached documents:

• Borewell coordinates (latitude/longitude)
• Site area and built-up area
• Existing/proposed rainwater harvesting calculations
• Greenbelt area details
• ETP design report( Envo Projects, New Delhi)
• Hydrogeological report from CGWA-approved consultant