1 Environment Clearance (EC) for Expansion of
Description: 1 Environment Clearance (EC) for Expansion of Crude Steel Production from 2.2 MTPA to 4.5 MTPA and Cold Rolling Mill from 1.6 MTPA to 2.6 MTPA within the existing Premises by Jindal Stainless Limited Kalinga Nagar Industrial Complex, Tehsil
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slide1. 1 Environment Clearance (EC)
for
Expansion of Crude Steel Production from
2.2 MTPA to 4.5 MTPA and Cold Rolling Mill from
1.6 MTPA to 2.6 MTPA within the existing Premises
by
Jindal Stainless Limited
Kalinga Nagar Industrial Complex, Tehsil : Danagadi, District: Jajpur, Odisha Consulting Engineers : M. N. Dastur & Co. (P) Ltd.
NABET/EIA/1821/RA 0131 --<br>
slide2. 2 BRIEF INFORMATION<br>
slide3. 3 BRIEF INFORMATION<br>
slide4. 4 LOCATION MAP<br>
slide5. 5 KML FILE AND GOOGLE EARTH IMAGE<br>
slide6. 6 TOPOGRAPHICAL MAP<br>
slide7. 7 LAND ALLOTTED/ACQUISTION STATUS Total Land area under JSL – 1080.18 Ac.
The proposed Project does not require any additional Land.
The Project will be set up within the available vacant Land area of
320.18 Ac.
Details of Land use area :<br>
slide8. 8 PREVIOUS EC DETAILS EC granted on :
1. “Expansion of Stainless Steel Production from 0.8 to 2.2 MTPA and Cold Rolling Mill from 0.8 to 1.6 MTPA located at Kalinga Nagar Industrial Complex, Danagadi near Duburi in Jajpur District of Odisha”.
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 18.09.2019
2. “ Integrated Stainless Steel Plant (1.6 MTPA) located in Kalinga Nagar Industrial Complex, Duburi Dist. Jajpur , Odisha”.
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 17.05.2018
3. “Modification – cum – Expansion of Integrated Stainless Steel Plant (1.6 MTPA) Kalinga Nagar Industrial Complex, Duburi Dist. Jajpur , Odisha”
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 01.11.2007
4. “4 x 125 MW Captive Power Project at Duburi, District Jajpur, Orissa ”.
Env. Clearance No. & Date : J-11011/757/2006-IA.II(T) dated 30.11.2006
5. “1.6 MTPA Integrated Stainless Steel Plant”
Env. Clearance No. & Date : J-11011/155/2005-IA II (I) dated 05.08.2005<br>
slide9. 9 PREVIOUS EC DETAILS<br>
slide10. 10 PREVIOUS EC DETAILS<br>
slide11. 11 PREVIOUS EC DETAILS<br>
slide12. 12 PREVIOUS EC DETAILS<br>
slide13. 13 PREVIOUS EC DETAILS<br>
slide14. 14 COMPLIANCE STATUS OF EXISTING UNITS Inspection of RO, MOEF & CC, Bhubaneswar was carried out on 23rd December, 2021.
Certified Monitoring Report issued on 10th January, 2022 with No non-Compliance detected.<br>
slide15. 15 ENVIRONMENTAL SITE SETTINGS<br>
slide16. 16 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide17. 17 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide18. 18 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide19. 19 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide20. 20 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide21. 21 PLANT LAYOUT<br>
slide22. 22 EMP – GREEN BELT Total area covered inside Plant premises – 387 Acres (35.8 % of total area)
Total nos. of trees planted inside Plant premises – 3, 43,374 Nos.
Avenue plantation outside Plant premises – 1, 59,180 Nos.
Free distribution – 95, 999 Nos.
Block plantation at Ambasar – 23000 nos. of plants covering an area of 35 Acres.
Plantation at village Nadiabhanga – 6000 nos. saplings covering an area of 8 Acres.
Capital cost incurred till date – 27 Crores
Annual recurring cost – 2 Cr/year
Area developed for in-house Nursery – 8.5 Ac.<br>
slide23. 23 RAW MATERIAL CONSUMPTION<br>
slide24. 24 FUEL, POWER & WATER REQUIREMENT<br>
slide25. 25 WATER BALANCE<br>
slide26. 26 MATERIAL BALANCE<br>
slide27. 27 BASE LINE STUDY AREA MAP WITH LOCATIONS Ambient Air Quality Monitoring Stations:<br>
slide28. 28 DETAILS OF AAQ MONITORING LOCATIONS & BASIS OF SELECTION<br>
slide29. 29 DETAILS OF AAQ MONITORING LOCATIONS & BASIS OF SELECTION NB: One continuous ambient air quality monitoring station is located inside boundary of JSL near plant water reservoir. Data from this station was considered to ascertain the impact of glc due to proposed expansion project of JSL and Group Company. The location was suitably considered as because it is in immediate downwind direction (with respect to wind from SSW) of existing as well as all proposed upcoming units of JSL and group company<br>
slide30. 30 BASE LINE STUDY AREA MAP WITH LOCATIONS Ambient Air Quality Monitoring Stations:<br>
slide31. 31 BASE LINE STUDY AREA MAP WITH LOCATIONS Ground Water Monitoring Stations:<br>
slide32. 32 BASE LINE STUDY AREA MAP WITH LOCATIONS Ground Water Monitoring Stations:<br>
slide33. 33 BASE LINE STUDY AREA MAP WITH LOCATIONS Surface Water Monitoring Stations:<br>
slide34. 34 BASE LINE STUDY AREA MAP WITH LOCATIONS Surface Water Monitoring Stations:<br>
slide35. 35 BASE LINE STUDY AREA MAP WITH LOCATIONS Location for Soil Sampling :<br>
slide36. 36 BASE LINE STUDY AREA MAP WITH LOCATIONS Location for Soil Sampling :<br>
slide37. 37 METEOROLOGICAL DETAILS Monitoring Site Climatic Normal
Location : Dhabalgiri Station : Cuttack
Lat/Long : 20o57′53′′N/86o07′04′′E Lat/Long : 20o28′′N/85o56′′E
Elevation above MSL : 10 M Elevation above MSL : 27 M<br>
slide38. 38 WIND ROSE DIAGRAM Wind Rose Diagram :<br>
slide39. 39 BASE LINE STUDY REPORTS<br>
slide40. 40 BASE LINE STUDY REPORTS<br>
slide41. 41 TRANSPORTATION PLAN - VEHICULAR TRAFFIC<br>
slide42. 42 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF PM10 IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide43. 43 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF SO2 IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide44. 44 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF NOx IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide45. 45 AAQ MODELING SUMMARY<br>
slide46. 46 AAQ MODELING SUMMARY<br>
slide47. 47 PUBLIC CONSULTATION PHOTOGRAPHS<br>
slide48. 48 PUBLIC CONSULTATION Notice made through advertisement in the Newspapers “ The Times of India” and “The Samaj” on 27.10.2021.
Conducted on 26.11.2021 at 11.45 A.M. at Danagadi Bhawan, Danagadi under Danagadi RI Circule, Jajpur, District, Odisha State under the chairmanship of Additional District Magistrate (ADM).
Attended by 105 people.
Issues are :
Area Development
Medical Facilities
Local Employment
Education
Drinking Water Facilities
Women Empowerment
Environment<br>
slide49. 49 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide50. 50 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide51. 51 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide52. 52 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide53. 53 EMP – AIR (Construction/Operation)<br>
slide54. 54 EMP – NOISE (Construction/Operation)<br>
slide55. 55 EMP – WATER (Construction/Operation)<br>
slide56. 56 EMP at Site During Construction Wind barrier Screen to be provided to reduce the wind speed and consequently, reduce the fugitive dust emission.
Water sprinkling to arrest fugitive dust emission.
Provision of Personal Protective Equipment (PPE) like ear muffs, ear plugs etc.
The construction Safety Manual elaborating all the safety rules/guidelines to be in place and followed by all concerned directly or indirectly involved in construction.
Safety gears like fall arresters, lifelines etc to be used compulsorily for height work.
Emergency control mechanisms like switch, valve and emergency lamp to be covered with shield, water and shock resistance cover during rain etc . and paddle switch for bigger rotating machinery mixer etc.<br>
slide57. 57 EMP - SOLID WASTE MANAGEMENT & DISPOSAL<br>
slide58. 58 EMP - HAZARDOUS WASTE MANAGEMENT & DISPOSAL<br>
slide59. 59 POST PROJECT MONITORING (EMP COST)<br>
slide60. 60 POST PROJECT MONITORING (EMP COST)<br>
slide61. 61 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION<br>
slide62. 62 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION<br>
slide63. 63 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Maximum concentration footprint:
It shows the maximum concentration footprint after catastrophic rupture of the BF gas holder.
The STEL value of BF gas (555 ppm) extends up to 130 m downwind<br>
slide64. 64 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Maximum concentration footprint:
It shows the maximum concentration footprint after catastrophic rupture of the BOF gas holder.
The STEL value of BOF gas (151.5 ppm) extends up to 82 m<br>
slide65. 65 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Fireball Intensity Radius:
It shows the intensity radius for fireball arising due to catastrophic rupture of the Coke oven gas holder (under JCL).
4 kW/m2 (pain threshold) radiation level extends up to about 200 m distance and the 12.5 kW/m2 (first degree burns) radiation level extends up to about 100 m distance.<br>
slide66. 66 ENERGY CONSERVATION MEASURES Certified ISO 50001 : 2018 for Energy Management System since 2018.
5 Certified Energy Auditors, 7 Energy Managers & 43 Certified Internal energy Auditors certified by BEE.
Awarded 20887 Energy Savings Certificate (ESC) by Ministry of Power, GOI under PAT-Cycle-II for over achieving targets for reduction of Specific energy Consumptions assigned by BEE during 2021.
Various energy reduction measures adopted at JSL. 5 MWp Floating SOLAR project under finalization
40 MWp Off-site SOLAR Project is also under finalization
Biomass co-firing with Coal in CPP as RE power generation.<br>
slide67. 67 ENERGY CONSERVATION MEASURES Major Energy saving projects undertaken during 2020-21 & 2021-22<br>
slide68. 68 WATER CONSERVATION MEASURES INDUSTRIAL EFFLUENT MANAGEMENT
Treatment of process effluent in Effluent Treatment Plant and reuse in plant activity to ensure ZLD. This will held in reduction in overall make up water consumption.
SURFACE RUNOFF MANAGEMENT
During the monsoon season, surface runoff from the plant would flow through the RCC drains and get collected in the settling pit of capacity 18,000 m3 for further treatment at 250 m3/hr Effluent Treatment Plant. The treated water shall reuse in various plant activities.
Another earthen pit of capacity 8000 m3 for storage of surface runoff water and further channelize to 3 stages final settling pit of capacity 2000 m3 for final storage. From this final settling pit, the storm water after being settled is pumped to plant areas for various process use, green belt development, dust suppression etc.
ROOF TOP RAIN WATER HARVESTING
Towards rain water harvesting, 10 nos. of rain water harvesting recharge pit to recharge the roof top rain water inside plant premises at various location have been constructed for ground water recharge. Also we have the provision to pump back the accumulated storm water to main water reservoir.<br>
slide69. 69 DIRECTION/COURT CASE/LITIGATION Not Applicable for this project.<br>
slide70. 70 Thank you<br>
for
Expansion of Crude Steel Production from
2.2 MTPA to 4.5 MTPA and Cold Rolling Mill from
1.6 MTPA to 2.6 MTPA within the existing Premises
by
Jindal Stainless Limited
Kalinga Nagar Industrial Complex, Tehsil : Danagadi, District: Jajpur, Odisha Consulting Engineers : M. N. Dastur & Co. (P) Ltd.
NABET/EIA/1821/RA 0131 --<br>
slide2. 2 BRIEF INFORMATION<br>
slide3. 3 BRIEF INFORMATION<br>
slide4. 4 LOCATION MAP<br>
slide5. 5 KML FILE AND GOOGLE EARTH IMAGE<br>
slide6. 6 TOPOGRAPHICAL MAP<br>
slide7. 7 LAND ALLOTTED/ACQUISTION STATUS Total Land area under JSL – 1080.18 Ac.
The proposed Project does not require any additional Land.
The Project will be set up within the available vacant Land area of
320.18 Ac.
Details of Land use area :<br>
slide8. 8 PREVIOUS EC DETAILS EC granted on :
1. “Expansion of Stainless Steel Production from 0.8 to 2.2 MTPA and Cold Rolling Mill from 0.8 to 1.6 MTPA located at Kalinga Nagar Industrial Complex, Danagadi near Duburi in Jajpur District of Odisha”.
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 18.09.2019
2. “ Integrated Stainless Steel Plant (1.6 MTPA) located in Kalinga Nagar Industrial Complex, Duburi Dist. Jajpur , Odisha”.
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 17.05.2018
3. “Modification – cum – Expansion of Integrated Stainless Steel Plant (1.6 MTPA) Kalinga Nagar Industrial Complex, Duburi Dist. Jajpur , Odisha”
Env. Clearance No. & Date : J-11011/281/2007-IA-II(I) dated 01.11.2007
4. “4 x 125 MW Captive Power Project at Duburi, District Jajpur, Orissa ”.
Env. Clearance No. & Date : J-11011/757/2006-IA.II(T) dated 30.11.2006
5. “1.6 MTPA Integrated Stainless Steel Plant”
Env. Clearance No. & Date : J-11011/155/2005-IA II (I) dated 05.08.2005<br>
slide9. 9 PREVIOUS EC DETAILS<br>
slide10. 10 PREVIOUS EC DETAILS<br>
slide11. 11 PREVIOUS EC DETAILS<br>
slide12. 12 PREVIOUS EC DETAILS<br>
slide13. 13 PREVIOUS EC DETAILS<br>
slide14. 14 COMPLIANCE STATUS OF EXISTING UNITS Inspection of RO, MOEF & CC, Bhubaneswar was carried out on 23rd December, 2021.
Certified Monitoring Report issued on 10th January, 2022 with No non-Compliance detected.<br>
slide15. 15 ENVIRONMENTAL SITE SETTINGS<br>
slide16. 16 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide17. 17 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide18. 18 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide19. 19 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide20. 20 EXISTING AND PROPOSED UNIT CONFIGURATION<br>
slide21. 21 PLANT LAYOUT<br>
slide22. 22 EMP – GREEN BELT Total area covered inside Plant premises – 387 Acres (35.8 % of total area)
Total nos. of trees planted inside Plant premises – 3, 43,374 Nos.
Avenue plantation outside Plant premises – 1, 59,180 Nos.
Free distribution – 95, 999 Nos.
Block plantation at Ambasar – 23000 nos. of plants covering an area of 35 Acres.
Plantation at village Nadiabhanga – 6000 nos. saplings covering an area of 8 Acres.
Capital cost incurred till date – 27 Crores
Annual recurring cost – 2 Cr/year
Area developed for in-house Nursery – 8.5 Ac.<br>
slide23. 23 RAW MATERIAL CONSUMPTION<br>
slide24. 24 FUEL, POWER & WATER REQUIREMENT<br>
slide25. 25 WATER BALANCE<br>
slide26. 26 MATERIAL BALANCE<br>
slide27. 27 BASE LINE STUDY AREA MAP WITH LOCATIONS Ambient Air Quality Monitoring Stations:<br>
slide28. 28 DETAILS OF AAQ MONITORING LOCATIONS & BASIS OF SELECTION<br>
slide29. 29 DETAILS OF AAQ MONITORING LOCATIONS & BASIS OF SELECTION NB: One continuous ambient air quality monitoring station is located inside boundary of JSL near plant water reservoir. Data from this station was considered to ascertain the impact of glc due to proposed expansion project of JSL and Group Company. The location was suitably considered as because it is in immediate downwind direction (with respect to wind from SSW) of existing as well as all proposed upcoming units of JSL and group company<br>
slide30. 30 BASE LINE STUDY AREA MAP WITH LOCATIONS Ambient Air Quality Monitoring Stations:<br>
slide31. 31 BASE LINE STUDY AREA MAP WITH LOCATIONS Ground Water Monitoring Stations:<br>
slide32. 32 BASE LINE STUDY AREA MAP WITH LOCATIONS Ground Water Monitoring Stations:<br>
slide33. 33 BASE LINE STUDY AREA MAP WITH LOCATIONS Surface Water Monitoring Stations:<br>
slide34. 34 BASE LINE STUDY AREA MAP WITH LOCATIONS Surface Water Monitoring Stations:<br>
slide35. 35 BASE LINE STUDY AREA MAP WITH LOCATIONS Location for Soil Sampling :<br>
slide36. 36 BASE LINE STUDY AREA MAP WITH LOCATIONS Location for Soil Sampling :<br>
slide37. 37 METEOROLOGICAL DETAILS Monitoring Site Climatic Normal
Location : Dhabalgiri Station : Cuttack
Lat/Long : 20o57′53′′N/86o07′04′′E Lat/Long : 20o28′′N/85o56′′E
Elevation above MSL : 10 M Elevation above MSL : 27 M<br>
slide38. 38 WIND ROSE DIAGRAM Wind Rose Diagram :<br>
slide39. 39 BASE LINE STUDY REPORTS<br>
slide40. 40 BASE LINE STUDY REPORTS<br>
slide41. 41 TRANSPORTATION PLAN - VEHICULAR TRAFFIC<br>
slide42. 42 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF PM10 IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide43. 43 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF SO2 IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide44. 44 ISOPLETHS PREDICTED 24-HOURLY AVERAGE GLC OF NOx IN μG/CUM POST EXPANSION (CUMULATIVE FOR JSL, JUSL, JCL AND JSW CEMENT)<br>
slide45. 45 AAQ MODELING SUMMARY<br>
slide46. 46 AAQ MODELING SUMMARY<br>
slide47. 47 PUBLIC CONSULTATION PHOTOGRAPHS<br>
slide48. 48 PUBLIC CONSULTATION Notice made through advertisement in the Newspapers “ The Times of India” and “The Samaj” on 27.10.2021.
Conducted on 26.11.2021 at 11.45 A.M. at Danagadi Bhawan, Danagadi under Danagadi RI Circule, Jajpur, District, Odisha State under the chairmanship of Additional District Magistrate (ADM).
Attended by 105 people.
Issues are :
Area Development
Medical Facilities
Local Employment
Education
Drinking Water Facilities
Women Empowerment
Environment<br>
slide49. 49 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide50. 50 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide51. 51 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide52. 52 ACTION PLANS TO ADDRESS PUBLIC HEARING ISSUES<br>
slide53. 53 EMP – AIR (Construction/Operation)<br>
slide54. 54 EMP – NOISE (Construction/Operation)<br>
slide55. 55 EMP – WATER (Construction/Operation)<br>
slide56. 56 EMP at Site During Construction Wind barrier Screen to be provided to reduce the wind speed and consequently, reduce the fugitive dust emission.
Water sprinkling to arrest fugitive dust emission.
Provision of Personal Protective Equipment (PPE) like ear muffs, ear plugs etc.
The construction Safety Manual elaborating all the safety rules/guidelines to be in place and followed by all concerned directly or indirectly involved in construction.
Safety gears like fall arresters, lifelines etc to be used compulsorily for height work.
Emergency control mechanisms like switch, valve and emergency lamp to be covered with shield, water and shock resistance cover during rain etc . and paddle switch for bigger rotating machinery mixer etc.<br>
slide57. 57 EMP - SOLID WASTE MANAGEMENT & DISPOSAL<br>
slide58. 58 EMP - HAZARDOUS WASTE MANAGEMENT & DISPOSAL<br>
slide59. 59 POST PROJECT MONITORING (EMP COST)<br>
slide60. 60 POST PROJECT MONITORING (EMP COST)<br>
slide61. 61 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION<br>
slide62. 62 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION<br>
slide63. 63 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Maximum concentration footprint:
It shows the maximum concentration footprint after catastrophic rupture of the BF gas holder.
The STEL value of BF gas (555 ppm) extends up to 130 m downwind<br>
slide64. 64 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Maximum concentration footprint:
It shows the maximum concentration footprint after catastrophic rupture of the BOF gas holder.
The STEL value of BOF gas (151.5 ppm) extends up to 82 m<br>
slide65. 65 RISK ASSESSMENT FINDINGS AND IT’S MITIGATION Fireball Intensity Radius:
It shows the intensity radius for fireball arising due to catastrophic rupture of the Coke oven gas holder (under JCL).
4 kW/m2 (pain threshold) radiation level extends up to about 200 m distance and the 12.5 kW/m2 (first degree burns) radiation level extends up to about 100 m distance.<br>
slide66. 66 ENERGY CONSERVATION MEASURES Certified ISO 50001 : 2018 for Energy Management System since 2018.
5 Certified Energy Auditors, 7 Energy Managers & 43 Certified Internal energy Auditors certified by BEE.
Awarded 20887 Energy Savings Certificate (ESC) by Ministry of Power, GOI under PAT-Cycle-II for over achieving targets for reduction of Specific energy Consumptions assigned by BEE during 2021.
Various energy reduction measures adopted at JSL. 5 MWp Floating SOLAR project under finalization
40 MWp Off-site SOLAR Project is also under finalization
Biomass co-firing with Coal in CPP as RE power generation.<br>
slide67. 67 ENERGY CONSERVATION MEASURES Major Energy saving projects undertaken during 2020-21 & 2021-22<br>
slide68. 68 WATER CONSERVATION MEASURES INDUSTRIAL EFFLUENT MANAGEMENT
Treatment of process effluent in Effluent Treatment Plant and reuse in plant activity to ensure ZLD. This will held in reduction in overall make up water consumption.
SURFACE RUNOFF MANAGEMENT
During the monsoon season, surface runoff from the plant would flow through the RCC drains and get collected in the settling pit of capacity 18,000 m3 for further treatment at 250 m3/hr Effluent Treatment Plant. The treated water shall reuse in various plant activities.
Another earthen pit of capacity 8000 m3 for storage of surface runoff water and further channelize to 3 stages final settling pit of capacity 2000 m3 for final storage. From this final settling pit, the storm water after being settled is pumped to plant areas for various process use, green belt development, dust suppression etc.
ROOF TOP RAIN WATER HARVESTING
Towards rain water harvesting, 10 nos. of rain water harvesting recharge pit to recharge the roof top rain water inside plant premises at various location have been constructed for ground water recharge. Also we have the provision to pump back the accumulated storm water to main water reservoir.<br>
slide69. 69 DIRECTION/COURT CASE/LITIGATION Not Applicable for this project.<br>
slide70. 70 Thank you<br>