SECTION D: ENVIRONMENT MANAGEMENT PLAN

SECTION D: ENVIRONMENTMANAGEMENT PLAN

Construction of Warehouse Khera Kalan Road at Village Nangli Puna, Zone-P-1, Tehsil- Narela, North West Delhi, Delhi

TABLE OF CONTENTS

1 Introduction 4

2 Land Ownership of the Site 4

3 Project Details 4

4 Land Use 5

5 Construction Status 6

6 Population Details: 6

7 Parking Details: 7

8 Water Management 78.1 Source of Water 78.2 Present Water Quality 78.3 MBBR PROCESS WORKS 108.4 Disposal Method 11

9 Rain Water Harvesting 119.1 Rainwater Harvesting pits calculation: 11

10 Air Management 1410.1 Air Quality at Site 14

10.1.1 During Construction Phase 1410.1.2 During Operation Phase 20

11 Noise Environment 2111.1 Noise Quality at Site 21

11.1.1 During the Construction Stage: 2111.1.2 During Operation stage: 21

12 Solid Waste Management 2212.1 During construction stage: 2212.2 During Operation Stage: 22

13 Plantation 2413.1 During construction stage 2413.2 During Operation stage 24

14 Energy Saving and Conservation 2514.1 ECBC Report 2514.2 Energy Conservation Measures 26

14.2.1 Quantification of Energy Saved 26

Prepared by- Perfact Enviro Solutions Pvt. Ltd.D-2


15 ENVIRONMENT MONITORING PLAN 2615.1 During Construction Phase 2615.2 During Operation Phase 27

16 ENVIRONMENT MANAGEMENT COST 2816.1 CAPITAL COST 2816.2 Recurring Cost 28



1 IntroductionThe proposed project is Warehouse Complex at Khasra nos. 22//3/3, 4, 5/2, 6/1, 8/1, 14, 15/1, 16/2,17, 24, 26, 27//3, 4/2, 7/2, 22//6/2, 7 Khera Kalan Road, Village- Nangli Puna, Zone-P-1, Tehsil-Narela (Sub-city), District- Northwest Delhi, Delhi, Pin Code- 110036.

The total plot area of the proposed project is 32374.88m2 (8 Acres) and net plot area is 31902.561 m2

The built-up area of the warehouse will be 37849.339 m2. As the built-up area of the project is lessthan 1,50,000 m2. Hence, the project falls under Category B, Item 8(a) of schedule of EIANotification, 2006 & its subsequent amendments.

The proposed Warehouse project will have storage activities for Consumable household goods.

2 Land Ownership of the SiteThe land has been allotted to M/s Mayur Buildtech Private Limited and M/s Sunrise BuildtechPrivate Limited through sale deeds dated 29th July 2005. Further, the land has been allotted to M/SAnant Raj Industries Limited (Now called as Anant Raj Limited) through a court order whichmerged Greenwood promoters Private Limited, Jasmine Promoters Pvt. Ltd., Mayur Buildtech Pvt.Ltd., Northland Estate Pvt. Ltd, Parkland Promoters Pvt. Ltd., Rockfield Buildtech Pvt. Ltd., SunriseBuildtech Pvt. Ltd., Victor Promoters Pvt. Ltd, West Land Buildtech Pvt. Ltd., Anant Raj IndustriesLimited and their creditors and stakeholders.

3 Project DetailsProject details are given below:-

Table 1. Project detailsPARTICULARS UNIT DETAILS

Total Plot Area sqm 32374.88 (8 Acres)Net Plot Area sqm 31902.561Cost of Project Crore 29GROUND COVERAGEGround Coverage Permissible sqm 12,949.95Ground Coverage Proposed sqm 12,949.57FAR AREAFAR permissible sqm 25,899.904Permissible office area (25% ofPermissible FAR) sqm 6,474.98FAR Proposed Area sqm 25,899.146Proposed office area sqm 4,214.66NON-FAR AREA sqm 11950.193



Built-up Area sqm 37849.339Green Area sqm 6,539.000Other Open and Road Areas sqm 1,229.008No. of Floors No. G+1No.of buildings/ Blocks No. 2Height of building m 15Total PopulationWarehouse areaWarehouse Head No. 1QC inspector No. 3Staff No. 600Office areaStaff No. 337Visitors No. 84Total population No. 1025

SERVICE DETAILS

Particulars Unit DetailsSource of Electricity - TPDDLTotal Power Load KW 1893No. of DG Sets kVA 1x 500 & 1x 750Rainwater Harvesting Pits No. 8Parking Required ECS 738Parking proposed ECS 742Source of Water - Delhi Jal BoardTotal water Requirement KLD 76Fresh water Requirement KLD 24Treated water Requirement KLD 52Waste water Generation KLD 42STP Capacity KLD 50Total Solid waste generation kg/day 154



4 Land UseThe land use proposed for the project is given below:-

Table 2. land use

Land Use Area (m2) Percentage (%)Ground Coverage 12,949.57 40.59Green Area 6,539 20.49Road and open area 12,414 38.92Total Plot Area 31,902.561 100

Figure 1. Pie chart for land use



5 Construction StatusThe vacant warehouses at the site will be demolished after getting Environmental Clearance andCTE. Thereafter construction of the proposed warehouse will start. No construction has beendone on-site.

6 Population Details:During Construction Phase- 100 Nos. of local labour will be employed for the construction ofthe proposed project.

During Operation Phase- The total population in the warehouse will be 1025 which willinclude warehouse staff (Warehouse Head,-1 no., QC Inspector- 3 no. and staff- 600 no.)-. onthe other hand office population 421 no. out of which staff- 337 no. and visitors - 84 no. Thepopulation details are given in table below:-

Table 3. Population detailsParticulars Number

Warehouse areaWarehouse Head 1QC inspector 3Staff 600

Office areaStaff 337Visitors 84Total population 1025

7 Parking Details:Parking Requirement:

No. of Parking required for offices: FAR/50 = 4214.66/50= 84No. of Parking required for warehouse: FAR/33 = 21,684.486/33=654Total Parking required: 654+84 = 738Parking 742 ECS will be provided on the surface.

8 Water Management8.1 Source of WaterDuring Construction phase- The water required during the construction phase will be takenthrough the Tanker supplier from nearby STP.



During Operation phase -Water requirements will be met through Delhi Jal Board.

8.2 Present Water QualityThe present quality of the Surface Water & Ground Water of nearby water bodies has beenaccessed.

9.3 Water Requirement

During Construction phase,The services required like water supply and sewage facilities shall be arranged on a temporary basisand the same shall be maintained without any adverse impact on the environment. Following are themeasures required to manage the water environment at site:

● Mobile toilets for construction labours shall be provided.● The sewage and wastewater generated shall be discharged into a septic tank followed by soak

pits.● Runoff from the construction site shall not be allowed to stand (water logging) or enter into

the roadside or nearby drain. Adequate measures shall be taken to collect such runoff andeither are reused or disposed off at the designated construction waste disposal location.

During Operation phase, the total water requirement has been shown below:-

Table 4. Water management

Particulars PopulationFactor in

LPCD Requirement Domestic Flushing DischargeDomesticStaff 941 45 42 23 19Visitors 84 15 1.5 0.5 1Total Population 1025 44 24 20Waste waterdischarge 19 20 39Gardening 1 l/sqm 10 NILCooling 20 2Misc( Mopping) 2 1Total 76 KLD 42



Figure 2. Water balance

DESIGN CRITERIATREATMENT PROCESS:The sewage treatment plant (MBBR) will be installed to treat the raw sewage having thefollowing characteristics:

TECHNOLOGY OF MBBR PROCESS:● Biofilm Carrier element.● Stay in suspension in the reactor.● Provide very large effective biofilm surface area, where the treatment takes place● Standard waste water treatment plant configuration is two or more reactors in series, followed by

a settling chambers and/ or tertiary treatment unit.● It is an advanced High rate wastewater treatment process.● High Treatment Efficiency● Low capital, Operation, Maintenance and replacement cost.


https://app.diagrams.net/?page-id=6tSaEH9nHyyeiXb7Aj0u&scale=auto#G1bLgRHLI5KQx3EaAmGAuqUyAYN94j0UtF


8.3 MBBR PROCESS WORKS

MBBR Process is a process that threatens the sewage / wastewater in the smallest possible reactor withthe help of free floating media which occupies active biomass. The salient feature of MBBR Processoffered by us includes:

● Small footprint area● Shall easily upgrade the existing ETP, without any civil modification or additional civil

work● Suits perfectly with any shape of reactor● High surface area media used in the process last for a long period● Low energy requirement due to the use of high efficiency advanced diffused aeration

system

Hydraulic Flow Diagram of STP based on MBBR Technology



8.4 Disposal MethodTotal quantity of wastewater generation will be 42 KLD. The generated sewage will be treatedin an in-house STP of capacity 50 KLD based on MBBR technology. The treated water will bereused for flushing, gardening and misc. purposes.

9 Rain Water HarvestingThe main source of ground water recharging in the study area is rainwater, which infiltrates intothe ground through various lithological units present in the study area. 8 nos. of RWH harvestingstructures are proposed in the site to recharge the groundwater. The runoff from the rooftop andstorm water shall go to the recharge structures.

♦ Scheme for Ground Water Recharging

The rainwater is diverted from the rooftop using rainwater pipes to the surface / undergrounddrainage network. The entire complex is subdivided for recharging structures. The rainwater isdiverted into the desilting tank to remove inorganic impurities and the outflow of the desiltingtank is taken into the recharge well.

♦ Desilting Tank

The desilting tanks are used to remove silt and other floating impurities from rainwater. Desiltingtank is like an ordinary container having provision for the inflow, outflow and overflow. Apartfrom removing silt it holds the excess amount of water till it is soaked up by the rechargestructure. The bottom of the tank will have an unpaved surface (layers of coarse sand) to allowstanding water to percolate into the soil. The rainwater collected in these desilting chambers shallbe utilized for horticulture.

♦ Recharge well

The recharge well consists of percolation pits with boreholes in the middle of the pit. UPVC pipeperforated will be lowered in the middle of the boreholes and the pit will be filled with graveland pebbles in three layers consisting of boulders, gravel and coarse sand. The mouth of theUPVC pipe shall be protected to avoid silt getting into it. The depth of the bore will depend onthe soil condition/water strata. The schematic diagram is enclosed.

It should be therefore concluded that there is no significant impact on surface water quality &hydrology of the area. The proposed rainwater-harvesting scheme will stabilize the groundwatertable in the area.

9.1 Rainwater Harvesting pits calculation:

Soil Quality : Silty LoamAnnual Average Rainfall : 699 mm



Peak Hourly Rainfall : 90 mm/hrGround Water Level : 12-14 m below ground levelNo. of Pits Proposed : 8 Nos. with dual boreSize of Pits : Diameter- 4.2 m and Depth- 4.1 m

Table 5. Rain water calculation

Rain water Harvestingcalculation

Area HarvestingFactor

Designrainfall

Total Volume of water available forrain water harvesting

(m3/15min)

Roof top 12,950 0.85 0.022 256

Green area 6,539 0.15 0.022 22

Open and road areas 12,414 0.65 0.022 178

Total Plot Area 31,903 456

Figure 3. Rain water diagram



Maintenance Plan: -

1. Rainwater harvesting pits will be checked and cleaned before and after the rainy season.Cleaning procedure consists of scrubbing of inner walls and floors. Cover and ventilatethe tank also.

2. Chlorine solution will be used for cleaning purposes followed by thorough rinsing.

3. Cleaning the filter will be done before and after the rainy season.

4. Cleaning of desilting tanks will be done before and after the rainy season.

5. Regular cleaning of the oil and grease trap will be done and maintained.

6. Weekly cleaning of the pits will be done during the rainy season.

10 Air Management10.1 Air Quality at SiteThe present quality of the air has been accessed. The test results of Air quality assessed has beengiven below:

Table 6. Air quality results

Pollutant Unit PM2.5 PM10 SO2 NO2 CO (mg/m3)Onsite μg/m3 160.25 259.25 11.95 45.5 1.40

Nangli Puna μg/m3 143.7 229.35 9.05 37.85 1.15

Meteorological DataThe meteorological conditions of the project area can be summarised in the table below:

Table 7. Meteorological dataS No. Particulars Details1 Temperature Maximum Temperature: 35.8 ˚C and Minimum

Temperature: 21.5˚C2 Relative Humidity It ranges from 69 - 89% throughout all seasons.3 Average Annual Rainfall Average annual rainfall is 2571.6 mm4 Predominant wind direction South West to North West

10.1.1 During Construction PhaseAir quality around the project will be impacted during the construction stage. Variousconstruction activities especially related to loose material may cause the generation of dust that



can adversely impact the air quality of the surrounding area. DG sets of 1 x 125 kVA and 1 x62.5 kVA will be used for Power supply during the construction phase.

To minimize such impact, the following measures will be taken:

❖ Metallic Roads leading at construction sites will be paved and blacktopped.❖ Excavation of soil will be carried out after taking all adequate dust mitigation measures.❖ All loose soil or sand or Construction & Demolition Waste or any other construction

material that causes dust will be kept covered.❖ Wind-breakers of 1/3rd of the building height i.e. 5 m will be provided.❖ The water sprinkling system will be put in place using spraying Nozzles.❖ Hourly Sprinkling will be done using a fixed sprinkling system.❖ Grinding and cutting of building materials will be done in a covered area.❖ Construction material and waste will be stored within the earmarked area❖ No roadside storage of construction material and waste will be allowed.❖ Only covered vehicles carrying construction material and waste will be permitted inside

the complex.❖ Construction and Demolition Waste will be collected in a covered area and will be sent to

the C & D waste management site.❖ Wheel washing arrangement of construction vehicles will be provided at the site.❖ DG sets of capacity 1 x 125 kVA and 1 x 62.5 kVA will be installed acoustically enclosed

with adequate stack height above roof level of DG sets.

AIR DISPERSION REPORT

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM 2.5

Table 10. Air quality results of PM2.5

Location BackgroundConcentrationPM2.5 (μg/m3)

Predicted IncrementalConcentration PM2.5

(μg/m3)

Post Project AirQuality PM2.5

(μg/m3)

NAAQS(μg/m3)

Onsite 160.25 0.409 160.66 60

Nangli Puna 143.7 0.020 143.72 60



Figure 5. Isopleth of PM2.5

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF PM 10

Table 11. Air quality results of PM10

Location BackgroundConcentration PM10

(μg/m3)

Predicted IncrementalConcentration PM10

(μg/m3)

Post ProjectAir QualityPM10(μg/m3)

NAAQS(μg/m3)

Onsite 259.25 0.619 259.869 100

Nangli Puna 229.35 0.040 229.39 100



Figure 6. Isopleth of PM10

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF NO 2

Table 12. Air quality results of NO2

Location BackgroundConcentrationNO2 (μg/m3)

Predicted IncrementalConcentration NO2

(μg/m3)

Post ProjectAir QualityNO2 (μg/m3)

NAAQS(μg/m3)

Onsite 45.5 0.552 46.05 80

Nangli Puna 37.85 0.030 37.88 80



Figure 7. Isopleth of NO2

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF SO 2

Table 13. Air quality results of SO2

LocationBackground

ConcentrationSO2 (μg/m3)

Predicted IncrementalConcentration

SO2(μg/m3)

Post ProjectAir QualitySO2 (μg/m3)

NAAQS(μg/m3)

Onsite 11.95 0.286 12.23 80

Nangli Puna 9.05 0.020 9.07 80



Figure 8. Isopleth of SO2

PREDICTED AMBIENT AIR QUALITY FOR IMPACT OF CO

Table 14. Air quality results of CO

LocationBackground

ConcentrationCO (mg/m3)

Predicted IncrementalConcentration

CO(mg/m3)

Post Project AirQualityCO

(mg/m3)

NAAQS(mg/m3)

Onsite 1.40 0.004 1.404 2

Nangli Puna 1.15 0.001 1.151 2



Figure 9.Isopleth of CO

10.1.2 During Operation PhaseTotal power load of the warehouse will be 1893 KW which will be supplied by TPDDL. TwoDG sets of Capacity 1x 500 kVA and 1x 750 kVA will be installed for power back up on thesurface level. The Stack height of D.G Sets shall be 19.5 m and 20.5 m above finished groundlevel. The D.G Set will meet all the norms prescribed.

As per the specifications from D.G. Set manufacturers following emission standards will bemaintained in DG Set.

Table 8. Stack HeightD. G. Set. Capacity No Stack Height

500 kVA 1 19.5 m above finished ground level750 kVA 1 20.5 m above finished ground level



Emission standardsD.G Sets(kVA)

No. PM10

gm/KW-hr

PM2.5

gm/KW-hr

NO2

gm/KW-hrSO2

gm/KW-hr

COgm/KW-hr

500 1 0.017 0.007 0.07 0.06 0.07

750 1 0.02 0.01 0.17 0.09 0.11

11 Noise Environment

11.1 Noise Quality at Site

11.1.1 During the Construction Stage:Due to the construction activities undertaken for the project, there will be some noise generationdue to the movement of vehicles carrying construction materials and as this will be only atemporary phenomenon, it shall be managed by properly regulating the movement of vehiculartraffic so that the ambient noise quality will not be adversely affected.

Expected noise levels will be in the range of 80-100 dB(A), which will decrease with increase indistance. All the construction activities shall be carried out during the daytime.

Furthermore, following measures shall also be adopted:

● All the machinery and equipment will be regularly maintained to reduce the noise level.● DG sets of capacity 1x 62.5 kVA and 1 x 125 kVA will be installed acoustically enclosed.● Noise barriers will be installed to reduce traffic noise & vibrations.● Earmuff / earplug will be given to the worker for operating the plant and machinery emitting

high noise levels.● Careful planning of machinery operation and scheduling of operations will be taken to

minimize such impact.● Plantation will be developed along the periphery of the site.

11.1.2 During Operation stage:Sources of Noise Pollution during Operation Phase are Working of DG Set of 1 x 500 kVA and1 x 750 kVA movement and honking of Traffic.

● DG Set of 1 x 500 kVA and 1 x 750 kVA will be bought acoustically enclosed by themanufacturer. It will be ensured that the insertion loss of 25 dB(A) is attained.

● No honking zone will be maintained.● Tree plantation around the boundary of the warehouse complex will be provided.



12 Solid Waste Management12.1 During construction stage:During the construction, soil will be excavated to provide the foundation. This excavated soilwill be properly stacked under tarpaulin cover and will be reused for backfilling purposes androad construction, etc. The topsoil will be preserved separately and will be used for landscapingpurposes only. The unused soil will be sent to landfill sites only.

Table 15. Solid waste management

C&D WasteThe debris of construction material shall be used in backfilling, roads etc.& rest shall be disposed off as per C&D Waste Management Rules, 2016.

BiodegradableWaste

Approx. 15 kg/day of municipal solid waste shall be generated from 100nos. of labours. The waste generated from temporary laborers which shallbe disposed off at the Municipal Solid Waste Site.

Recyclable WasteRecyclable materials like aluminum, steel, wood pieces, cement bags,plastic containers, cartons, glass etc. shall be given to recyclers.

Plastic waste Plastic waste shall be sent to approved Recycler.

Hazardous WasteUsed oil whenever generated from the DG sets shall be kept in leak-proofcontainers in an isolated area and shall be sent to the approved recycler.

E-wasteE-waste if generated will be sent to authorized recycler per E-Waste(Management) Rules, 2016

12.2 During Operation Stage:For 1025 persons around 154 kg/day of solid waste will be generated from the proposed site.

The solid waste categories and disposal method detail is given below:Solid Waste Management

Table 16. Solid waste management

Solid waste generation PopulationWaste generation

kg/person/dayWaste Generated

kg/dayStaff 941 0.15 141Visitors 84 0.15 13Total Population 1025Total waste generated 154Biodegradable waste 62Non biodegradable 92



Type of Waste Colours ofBins

Category Disposal MethodTotal Waste

(Kg/ day)Biodegradable Green Biodegradable The waste shall be treated in

an organic waste converterand converted to manure. Themanure will be used in greenareas and the excess wastewill be given to nearbynursery.

62 kg/day

Non-Biodegradable

Blue Recyclable Recycler 92 kg/day

Total 154 kg/day

DETAILS OF ORGANIC WASTE CONVERTER

Design details and operating procedure of the Organic Waste Converter is as follows

Specification of OWCTable 18. Detail of OWC

ModelNo.

No. of OWCprovision

BiodegradableWaste

Capacityper Day

Power Dimension (L x W x H)

OWC-60 1 62 25 kg/batch 4 HP 1.74 m x 1.06 m x 1.1 m

BiodegradableWaste

BatchCapacity

CuringCapacity

Time taken No of Batches

62 kg/day 25 kg/batch 0.124 kg/day Machine Time- 15-20mTotal Time- 1 hr

3

• No. of Organic Waste Convertor = 1 no.• Volume of Waste = 0.124 m3/day• Capacity of curing for 1 day = 0.124 m3

• Capacity of curing for 20 days =2.48 m3

• Space Area for Curing = 0.413 m2

• Space for Organic Waste Convertor- 1.74 m x 1.06 m = 1.844 m2

• Area designated for Storage and Management of Solid Waste = 20m2

• Space allocated in the Project = 30 m2



Hazardous Waste Management: -

Hazardous waste is a waste with properties that make it dangerous or potentially harmful tohuman health or the environment. The universe of hazardous wastes is large and diverse.Hazardous wastes can be liquids, solids, contained gases, or sludge. They can be the by-productsof manufacturing processes or simply discarded commercial products, like cleaning fluids orpesticides. All hazardous wastes are required to be treated and disposed off in the prescribedmanner.

The main objective is to promote safe management and use of hazardous substances includinghazardous chemicals and hazardous wastes, in order to avoid damage to health and environment.

Used Oil & E-Waste Management

Table 20. Used oil and E waste managementType ofWaste Disposal Method Total Waste

Used Oil Waste will be collected in leak proof containers at an isolatedplace and then it will be given to approved vendor of CPCB

as per Hazardous and Other Wastes (Management andTransboundary Movement) Rules, 2016

15 Ltr/Month

E-waste E-Waste (Management & Handling) Rules, 2016 0.1-1.0 kg/month

13 Plantation13.1 During construction stagePlantation will be done to prevent Air pollution along the boundary

13.2 During Operation stageGreen belt planning will be done with ecological perspectives for the project taking intoconsideration and availability of space and other aspects. This will help in increasing theaesthetic effect of the environment.

Since tree trunks are devoid of foliage, scrub should form there to give coverage to the trunks.The trees shall maintain the regional ecological balance and conform to soil and hydrologicalconditions. Indigenous species will be preferred.

Green belt/greenery will be developed along most of the periphery of the project area as well asalong roads. Area under plantation/greenery will be 6,539 m2 (20 % of the plot area). The treesof adequate height shall be planted.

Green Area: 6,539 m2



Total No of trees Required = Plot area/80 = 31,902.561/80

= 400 trees

No. of trees proposed = 425 trees

Species to be planted at the site

Table 21. Total plantation at site

S.No. Botanical Name Common Name Family Number1 Ailanthus excelsa Tree of Heaven Simaroubaceae 802 Alstonia scholaris Saptaparni Apocynaceae 753 Azadirachta indica Neem Meliaceae 754 Cassia fistula Amaltas Fabaceae 805 Dalbergia sissoo Sheesham Fabaceae 506 Delonix regia Gulmohar Fabaceae 65

Total 425

14 Energy Saving and Conservation14.1 ECBC ReportRoof:Insulated metal sheet roofing system with high Solar Reflective Index paint on top surfaceU Value: 0.49 KW/m2

Wall:Insulated metal sheet walling systemU Value: 0.44 KW/m2

Double Insulated Glazing:U Value: 3.03 KW/m2

14.2 Energy Conservation MeasuresFollowing are the measures that shall be adopted to conserve energy:

1. Provision of daylighting.2. Use of LED light and LED halogens3. Solar conservation measures will be provided.4. Solar panels, energy-efficient lifts, energy-efficient motors and pumps will be used to

conserve electrical energy.



5. Building orientation will be designed in such a way to maximize the use of solar and windenergy.

6. All cables will be insulated to avoid heating during use. This also indirectly reduces lossesand imposes reliability.

7. Consumption of non-renewable fuel will be minimized. Solar panels shall be installed in thecomplex.

14.2.1 Quantification of Energy Saved

10% of the total power requirement shall be met through solar power.

15 ENVIRONMENT MONITORING PLAN15.1 During Construction Phase

Table 24. EMP during construction phase

S.No. Type ofMonitoring

Frequency ofMonitoring

Parameter Location

1 Ambient AirQuality

Six Monthly Particulate Matter (PM2.5)Particulate Matter (PM10)

Sulphur Dioxide (SO2)Nitrogen Oxides (NO2)Carbon monoxide (CO)

Two Locations

2 StackMonitoring

Six Monthly Particulate Matter, SulphurDioxide (SO2), Nitrogen

Oxides (NO2)

DG sets of capacity 1 x62.5 kVA & 1x 125

kVA3 Water Quality

Monitoring fordrinking water

Six Monthly All parameters mentionedin IS:10500

One drinking watersample

4 Water QualityMonitoring forConstruction

purpose

Six Monthly All parameters mentionedin IS:456

One construction watersample

5 Noise LevelMonitoring

Six Monthly Day and Night noise level Two locations

6 Soil QualityMonitoring

Six Monthly All parameters to check soilFertility

Two Locations



15.2 During Operation PhaseTable 25. EMP during operation phase

Sr. No. Type of Monitoring Frequency ofMonitoring

Parameter Location

1 Ambient Air Quality Six Monthly Particulate Matter (PM2.5)Particulate Matter (PM10)

Sulphur Dioxide (SO2)Nitrogen Oxides (NO2)Carbon monoxide (CO)

Two Locations

2 Stack Monitoring Six Monthly Particulate Matter, SulphurDioxide (SO2), Nitrogen

Oxides (NO2)

DG sets 1 x 500kVA & 1 x 750

kVA

3 Water QualityMonitoring for drinkingwater

Six Monthly All parameters mentioned inIS:10500

One drinking watersample

4 Sewage Treatment PlantMonitoring

Six Monthly BOD, COD, TSS, Oil andGrease and pH

Inlet and Outlet ofSTP

5 Effluent TreatmentPlant Monitoring

Six Monthly BOD, COD, TSS, Oil andGrease and pH

Inlet and Outlet ofSTP

5 Ambient Noise LevelMonitoring

Six Monthly Day and Night noise level Two locations

6 DG Set Room NoiseMonitoring

Six Monthly Inside and Outside of DGSet Enclosure

One Locations

7 Soil Quality Monitoring Six Monthly All parameters to check soilFertility

Two Locations



16 ENVIRONMENT MANAGEMENT COST16.1 CAPITAL COST

Table 26. EMP cost (Capital cost)S. No. Description Total Capital Cost

(Rs In Lacs)1 Landscaping 352 Sewage Treatment Plant 803 RWH Pit 104 DG Stack & Acoustic Treatment 205 Solid Waste Management 206 Social Activities 107 Miscellaneous 3

Total 178

16.2 Recurring CostTable 27. EMP cost (Recurring cost)

S No. Description Total Recurring Cost(Rs In Lacs/ year)

1 Landscaping 3.02 Water Management 4.03 RWH Pit 0.24 DG Stack & Acoustic Treatment 0.55 Environment Monitoring 0.86 Solid Waste Management 0.57 Miscellaneous 1.0

Total 10.0


Documents

SECTION D: ENVIRONMENT MANAGEMENT PLAN