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LIST OF ANNEXURE
Annexure
No. Description
I. Aerial View
II. Site Location Plan
III. Contour Plan
IV. Master Layout
V. Ground Coverage Statement
VI. Parking and Traffic Management Plan
VII. Seismic Zoning Map of India
VIII. Water Balance Statement
IX. Sewage Treatment Plant – Schematic Plan & Details
X. Solid Waste Management : Organic Waste Composter
XI. Location & Capacities of UGT
XII. Landscape Plan & List of Trees
XIII. Electrical calculations, D.G.& Transformer Location & Details
XIV. Fire Fighting Layout & Fire Tender Movement Plan
XV. Rain Water Harvesting & Storm Water Management Plan
XVI. Environment Management Plan
Annexure I
Aerial View
Aerial View
Longitude – 18o 07’11.74” N
Latitude – 73o 59’27.59” E
Approach Road – 60 m wide Pune Bangalore NH
Height of Building – 22.80 M.
Annexure II
Site Location Plan
Site location plan
Annexure III
Contour Plan
Contour Plan
Annexure IV
Master Layout
Master Layout
AREA STATEMENT
Sr.
No.
AREA STATEMENT Area in m2
1. AREA OF PLOT 59300.00
2. DEDUCTIONS FOR
a. AMENITY AREA 5% 2965.00
b. UNBUILDABLE PLOT AREA 630.00
c. OPEN SPACE -10% (NOT
DEDUCTED) 5930.00
d. INTERNAL ROAD (NOT
DEDUCTED) 10293.68
TOTAL (a+b+c+d) 3595.00
3. NET AREA OF PLOT (2-3× 0.90) 50134.00
4. ADDITION FSI PERM. ON
NET PLOT AREA (1.00) 50134.50
5. PERMISSIBIE FLOOR AREA 50134.50
6. PROPOSED BUIL UP AREA 47070.23
Sr.
No.
AREA STATEMENT FOR AMINITY -1 Area in m2
1. AREA OF PLOT 2965.00
2. PERMMISIBLE GROUND COVERAGE 1482.50
3. PROPOSED GROUND COVERAGE 741.01
4. PERMISSIBLE BUILT UP AREA 2965.00
5. PROPOSED BUILT UP AREA 2964.04
TOTAL CONSTRUCTION AREA STATEMENT
Sr. No Description Area in m2
1 FSI AREA 47070.23
FSI AREA(For Amenity) 2964.04
2 NON FSI
Balcony 6418.66
Parking area 13613.62
3 Any other
Club house 1231.86
Lift machine room 335.26
Services
OWC Area 271.91
STP Area 333.86
UGT Area 275.97
Substation Area 204.17
TOTAL NON FSI 22685.31
CONSTRUCTION BUILT UP AREA
TOTAL FSI AREA +TOTAL NON FSI
(47070.23+2964.04+22685.31)
72591.04
TENEMENT STATEMENT
Sr. No. Building Name Floor Type of Flat Total Tenements Population
Phase I
1 A-Type
(A1,A2,A3) P+04 1 BHK 72 360
2 B-Type
(B1,B2,B3) P+04 1 BHK 48 240
3 C-Type
(C1,C2) P+04 1.5 BHK 32 160
4 D-Type
(D1,D2) P+04 1.5 BHK/2 BHK 32 160
5 E-Type P+04 1 BHK 16 80
Sub Total 200 1000
Phase II
6 F-Type
(F1,F2,F3) P+04 1 BHK 48 240
7 G-Type P+04 1 BHK 16 80
8 H-Type
(H1,H2,H3,H4) P+04 1.5 BHK 64 320
9 I-Type
(I1,I2,I3) P+04 1.5 BHK 48 240
10 J-Type
(J1,J2,J3,J4) P+04 2 BHK 64 320
11 K-Type
(K1,K2,K3) P+04 2 BHK 48 240
12 L-type
(L1, L2,L3) G+03 1 RK 36 420
Commercial
Area-263.27m2 (L-Type) Shops= 14 Nos. 88
Sub Total 324 1708
Sr. No. Building Name Floor Type of Flat Total Tenements Population
Phase III
13 L-Type
(L4,L5,L6,L7) G+03 1 RK 48 240
Commercial
Area-303.63m2 (L-Type) Shops= 16 Nos. 101
14 M-Type
(M1,M2) P+07 1 BHK/1.5 BHK 112 560
15 N-Type P+07 1 BHK/1.5 BHK 56 280
16 O-Type
(O1,O2) P+07 2 BHK 112 560
Sub Total 328 1741
Phase IV
17 Row House
(1-22) 22 110
Amenity
18 Amenity Building
Area-2964.04 m2 618
Total Population (Residential + Commercial+ Amenity) 5177
Annexure V
Ground Coverage Area
Statement
Ground Coverage Area Statement
PHASE-I
Sr. No. Building Area in m2
01 A-TYPE ( A1,A2,A3) 977.79
02 B-TYPE (B1,B2,B3 ) 633.48
03 C-TYPE ( C1,C2) 494.50
04 D-TYPE (D1,D2) 526.90
05 E-TYPE 214.09
TOTAL 2846.76
PHASE III
Sr. No. Building Area in m2
01 L-TYPE (L4,L5,L6,L7 ) 1060.56
02 M-TYPE (M1,M2) 1140.86
03 N-TYPE 478.73
04 O-TYPE (O1,O2) 932.08
TOTAL 3618.23
PHASE IV
05 ROW HOUSE 2036.98
TOTAL 2036.98
06 AMINITY BUILDING 741.01
TOTAL GROUND COVRAGE(Phase I + II +
III + IV + Amenity) 14354.63
Total ground coverage: 14354.63 m2
24.21 % of total plot area (59300.0 m2)
28.63 % of net plot area (50134.50 m2)
PHASE II
Sr. No. Building Area in m2
01 F-TYPE (F1,F2,F3 ) 562.80
02 G-TYPE 189.76
03 H-TYPE (H1,H2,H3,H4) 973.64
04 I-TYPE (I1,I2,I3) 726.01
05 J-TYPE (J1,J2,J3,J4,) 1066.48
06 K-TYPE (K1,K2,K3) 807.57
07 L-TYPE (L1,L2,L3) 795.42
TOTAL 5111.68
Annexure VI
Parking & Traffic
Management Plan
PARKING LAYOUT
PARKING STATEMENT
Parking Requirement As per Rule No of
Tenements
Parking
Car Scooter Cycle
Amenity bldg.area= 2964.04m2
(For 100 m2 =1:4:4) 30 120 120
Commercial area= 566.90m2 (For 100 m2 =2:2:2)
4 4 4
For every 4 tenements carpet area 40sq.m to 80 Sq. M.
(1:5:5) 84 21 105 105
For every 4 tenements carpet area up to 50 Sq. M.
(1:5:5) 656 164 820 820
For every 4 tenements carpet area 50 Sq. M. to 100
(1:5:5) 112 37 148 148
Visitor parking for every 10 tenement
93 93 93
Total No. of Parking Required
349 1290 1290
Total No. of Parking provided
349 1290 1290
No. of Vehicles for open 68 - -
Parking area required for open Parking in m2 68 x 25 =
1700 m2 - -
No. of Vehicles for Covered Parking 281 1290 1290
Parking area required for Covered Parking in m2 281 x 30 =8430 m2
1290
x 3 =3870
m2
1290 x 1.4 =1806 m2
Parking Area required in m2 (open + covered) 15806 m2
Parking Area provided in m2 (open + covered) 15806 m2
Annexure VII
Seismic Zoning Map of
India
Annexure VIII
Water Balance Statement
Water Balance Statement - Dry Season
Total no. of Tenements = 874 Population – For Residential = 4370 Nos.
Commercial Area= 566.90m2 Population- For Commercial= 189Nos.
Sr.No Description
Water
Requirement
(m3/day)
Loss
(m3/day)
Sewage
Generation
(m3/day)
Water
Use(m3day)
Fresh Recycle
1 Domestic for residential
building (@ 90 LPCD) no. of. Person 4370
393.30 39.33 353.97 393.30 -
2 Flushing for residential
building (@ 45 LPCD) no.
of. Person 4370
196.65 19.67 176.98
196.65
3
Domestic for Commercial
(@ 20 LPCD) No. of.
Persons 189
3.78 0.38 3.40 3.78 -
4
Flushing for Commercial
(@ 25 LPCD) No. of. Persons 189
4.73 0.47 4.26
4.73
5 Landscape irrigation 62.00 - - - 62.00
TOTAL 660.46 59.85 538.61 397.08 263.38
Amenity building Area = 2964.04 m2 Population- For Commercial= 618 Nos.
Sr.No Description
Water
Requirement
(m3/day)
Loss
(m3/day)
Sewage
Generation
(m3/day)
Water
Use(m3day)
Fresh Recycle
1
Domestic for Amenity Bld
(@ 5 LPCD) No. of. Persons
618
12.00 1.2 10.80 12.00 -
2
Flushing for Amenity Bld
(@ 45 LPCD) No. of.
Persons 618
15.00 1.5 13.50
15.00
TOTAL 27.00 2.7 23.00 12.00 15.00
Water Balance Chart- Dry Season
Water Balance Table- Wet Season
Total no. of Tenements = 874 Population – For Residential = 4370 Nos.
Commercial Area= 566.90m2 Population- For Commercial= 189Nos.
Sr.No Description
Water
Requirement
(m3/day)
Loss
(m3/day)
Sewage
Generation
(m3/day)
Water
Use(m3day)
Fresh Recycle
1 Domestic for residential
building (@ 90 LPCD) no. of. Person 4370
393.30 39.33 353.97 393.30 -
2 Flushing for residential
building (@ 45 LPCD) no.
of. Person 4370
196.65 19.67 176.98
196.65
3
Domestic for Commercial
(@ 20 LPCD) No. of. Persons 189
3.78 0.38 3.40 3.78 -
4
Flushing for Commercial
(@ 25 LPCD) No. of.
Persons 189
4.73 0.47 4.26
4.73
5 Landscape irrigation 0.00 - - - 0.00
TOTAL 598.46 59.85 538.61 397.08 201.38
Amenity building Area = 2964.04 m2 Population- For Commercial= 618
Nos.
Sr.No Description
Water
Requirement
(m3/day)
Loss
(m3/day)
Sewage
Generation
(m3/day)
Water
Use(m3day)
Fresh Recycle
1 Domestic for Amenity Bld
(@ 5 LPCD) No. of. Persons
618
12.00 1.2 10.80 12.00 -
2
Flushing for Amenity Bld
(@ 45 LPCD) No. of. Persons 618
15.00 1.5 13.50
15.00
TOTAL 27.00 2.7 23.00 12.00 15.00
Water Balance Chart- Wet Season
Annexure IX
Sewage Treatment Plant -
Schematic Layout & Details
SEWAGE TREATMENT PLANT – LOCATION
STP FLOW CHART
STP LAYOUT PLAN & SECTION
a) Plant Capacity : 122 KLD
b) Plant Capacity : 215 KLD
c) Plant Capacity : 30 KLD(Amenity)
Waste water characteristics
Annexure X
Solid Waste Management:
Organic Waste Convertor
Organic Waste Convertor Location
SOLID WASTE CALCULATIONS
Total Population of the residential & commercial scheme is 4559 Nos.
� Quantity of solid waste generated=2039.90 kg/day
� Quantity of Biodegradable waste =1255.35 kg/day
� Quantity of Non-Biodegradable = 784.55 kg/day
Total Population of the amenity building is 618 Nos.
� Quantity of solid waste generated=92.70 kg/day
� Quantity of Biodegradable waste =30.90 kg/day
� Quantity of Non-Biodegradable = 61.80 kg/da
OWC FLOW CHART
OWC PROCESS OVERVIEW
• Segregation: The waste will be segregated at source by flat owners
• Flat owners will segregate garbage in two different color buckets
• Collection: 03 people will manage to collect the waste from each flat and deliver it to
OWC in closed containers
• Storage: The B/D waste will be treated on daily basis. In order to store the manure, a
small storage room is proposed on site
• Treatment –Biodegradable waste : KWIK Composter (Organic Waste Converter)
• Disposal: Biodegradable waste will used in garden as manure
• Disposal –Non-biodegradable waste : Through Authorized vendors
• Garbage Handling Capacity of the machine : 300 Kgs/day, 600 Kgs/day, 600 Kgs/day
& 50 Kgs/day.
Annexure XI
Location & Capacities of
UGT
UNDERGROUND WATER TANK LOCATION
UNDERGROUND WATER TANK CAPACITIES
Annexure XII
Landscape Plan & List of
Trees
LANDSCAPE LAYOUT
LIST OF TREES Tree List along Compound Wall
Sr.no. Botanical Name Common
Name
Qty Characteristics & Ecological Importance
1. Anthocephalus
Kadamba
Kadamba 80 Avenue plantation,shade,spiritual
2. Cassia Fistula Bahawa 15 Medium sized flowering, deciduous, hardy,
Medicinal
3. Plumeria alba Champa 40 Medium sized flowering, fleshy stem, white
scented flowers
Ornamental, spiritual, medicinal
4. Bauhnia
Blackeana
Kanchan 15 Medium sized, flowering, ornamental, purple
orchid like bloom, to attract birds, medicinal
5. Areca Catechu Supari Palm 53 Medium sized, grows straight and tall.
Ornamental, Nuts used for Puja
6. Phoenix
Sylvestris
Wild date or
Tady palm
47 Medium sized ,hardy. form compact crown,
orange ripen fruits, Edible seeds, wine, palm jaggery
7. Mangifera Indica Mango 18 Medium sized, hardy, fruit bearing, attract birds,
medicinal
8. Ficus Religiosa Peepal 08 Tall, deciduous, semi evergreen, good life, good
shade,
Traditionally medicinal
9. Mechelia
Champa
Sonchafa 50 Hardy tree having columnar growth, strongly
scented flowers
10. Jamun Jambhul 32 Tall deciduous tree, upright growth, fruits in
cluster ,to attract birds, edible fruits
11. Samania saman Shirish or rain
tree
20 Wide canopied tree with large symmetrical
crown, can grow over 25 m tall, good shade and
avenue, bird nests
12. Pongamia
Glabra
Karanj 20 Grows up to 15 m, large canopy, flowers small
in cluster
Seed oil for biodiesel, seed cake manure
13. Saraca Ashoka Ashoka 55 Evergreen, small to medium size tree, grows
upto 4 m, flowers orange white in color,
ornamental, medicinal use
14. Ficus Racemosa Umbar 10 Large sized deciduous tree, grows up to 15 m,
neat rounded canopy, fruits in cluster, attract
birds ,medicinal
15. Parijatak Parijatak 08 Medium sized tree, grows up to 3m,sand paper
like rough foliage, flowers from June till winter,
ornamental
16. Azardiracta
Indica
Neem 15 Fast growing up to 15-20 m, wide and spreading branches ,white fragrant flowers, medicinal
17. Mimusops Elengi Bakul 18 Medium sized evergreen tree, grows up to 15 m
tall, flowering in April, medicinal
18. Terminali
Catapa
Badam 09 Grows up to 20 m tall, branches horizontal
deciduous in dry season, ornamental deep shade to attract birds
19. Thevetia Bitti 46 Evergreen, small tropical, grows up to 3 m, flowers funnel shaped, Medicinal use
20. Mahogany Mahogany 36 Grows up to 35 m tall, feathery foliage, avenue
plantation, wood
Total number of
plants
595
List Of shrub
Sr. No Botanical name Common name
01 Oleander dwarf Nerium,Kanher
02 Canna red Kardal
03 Tagar verigated Tagar
04 Spider lilly Lilly
05 Hibiscus Jaswand
06 Hamelia petans Hamelia
07 Ixora red
08 Lantana Ghaner
09 Legerstromia Pink
10 Vinca rosea Sadafuli
11 Tecoma Gaudichaudi Yellow bell
12 Cestrum Nocturnum Ratrani
13 Eranthumum Blue tagar
14 Galphemia Canary bush
15 Gardenia Jasminoides Anant
16 Jasminum Sambac Mogra madanban
17 Murraya exotica Kamini
18 Plumbago capensis Chitrak
19 Magnolia Mutablis Kavathi chafa
20 Lemonia Spectblis Ravenia Spectablis
Annexure XIII
Electrical Calculations, D.G.
& Transformer Location &
Details
Transformer & DG Set Location Plan
Power Requirement and Supply
Sr.
No. Power Requirement
1. Source of power supply : MSEDCL (Maharashtra State Of Electricity Distribution
Company Ltd.)
2. During Construction Phase
a) Total Load – 56 KVA b) D G Set – 82.5 KVA x 1 no.
c) Fuel Consumption/Hr. – 9.8 Ltr/Hr @ 75% Load.
3. During Operation Phase
Residential & Commercial= a) Total Connected Load -3442.46 KW
b) Maximum Demand – 2753.12 KW c) Transformer – 630 KVA - 5 Nos. & 315
KVA- 2 Nos.
Amenity Building=
a) Total Connected Load -172.19 KW
b) Maximum Demand – 137.75 KW
c) Transformer – 315 KVA - 1 No.
4. DG set as Power Back – up
during operation
Residential & Commercial :160 KVA – 2 Nos. 250 KVA – 1 No.
Amenity Building : 160 KVA – 1 No.
5. Fuel Consumption / hr. For 160 KVA – 36.60 Liters/Hr.
For 250 KVA- 56.09 Liters/Hr.
Energy Conservation Measures
• Using CFL in parking area, lift-lobby and stair-case area of building.
• Using CFL in club house and landscape area.
• Using LED lamps for all external lights & 50% of the same in Solar system.
• Using solar water heating in 1 Master toilet of each flat.
ENERGY SAVING TABLE
Annexure XIV
Fire Tender Movement
Layout
FIRE TENDER MOVEMENT LAYOUT
Annexure XV Rain Water Harvesting and Storm Water Management
Plan
Rain Water Harvesting and Storm Water
Layout
RUN OFF CALCULATIONS
Drainage Layout
Annexure XVI
Environmental Management
Plan
ENVIRONMENTAL MANAGEMENT PLAN
An Environmental Management Plan is prepared for construction phase, post construction
phase (commissioning & operation) and for post project phase. The environmental
management plan is prepared to minimize the impact of atmospheric emissions, liquid
effluents, solid wastes and noise generation on the surrounding environment.
PART A: During Construction phase
Air Environment:
� During Construction ready mix concrete in enclosed container shall be used.
� We will take appropriate measures to minimize the generation of dust as a result of
construction works. Such measures include frequent spraying during low rainfall periods
or by other means approved by the CEO or Site Manager
� Dust dispersion from construction activities, unsurfaced roads, spoil dumps and other
construction locations shall be limited and suppressed to the maximum extent practical.
� The purpose of the fenced areas is to control construction and personal activity within
the designated areas, and limit unauthorized access. Barricades will be provided along
with the periphery of the site.
� If fencing is removed temporarily for the execution of work, we shall reinstate it as soon
as practicable. Until re-instatement, we will demarcate the working area by surrounding
it with danger – tape marking.
� Dust covers will be provided on trucks that would be used for transportation
� DG as per CPCB norms.
� Ambient air quality monitoring for the parameters So2, ,Nox, PM10,, PM2.5 will be done
regularly.
� PUC certified vehicles would be allowed in the campus.
Water Environment:
� All latrines provided will be efficient, sanitary and no offensive. A minimum of one
toilet shall be provided per 10 persons at each working area such as the construction
camp.
� The latrines will be serviced on regular basis to avoid overflowing.
� Treated water will be used in construction works.
� We will dispose of all refuse generated by the staff on a weekly basis at a registered
Domestic Waste Disposal Site or through packaged STP.
� Water analysis shall be done as per IS: 10500.
Land Environment:
� Temporary storage of construction waste will be limited within the site and Separate
storage of Construction material will be done in areas designated by CEO
� Storage of HSD 50 lit in drum at designated place.
Noise Environment:
� Ear plugs will be provided to all Labors.
� High noise generating construction activities would be carried out only during day time.
� Proper lubrication and servicing of machineries on regular intervals will carried out as a
part of Preventive maintenance of machines.
� Acoustic enclosures will be provided for DG sets for noise reduction.
� Noise monitoring will be carried out on site at regular intervals.
Biological Environment:
� Plantation of 595 Nos. of trees will start in mid of construction phase.
� There will be no impact on biological environment during construction phase.
Socio-Economical Environment:
� Constant supply of potable water for human consumption and other domestic use on site
will be provided.
� Chemical testing of water samples on a monthly basis, or more frequently if suspected by
the CEO, will be carried out.
� 08 Nos of toilets for 80 nos. workers are provided for toilet and bathing facilities
� Proposed project will require manpower during construction phase thereby creating job
opportunities.
� Proper training will be provided regarding fire fighting equipments, maintenance of
Health,
� Personal protective and safety equipments will be provided. Approved safety helmets and
other protective clothing shall be worn where deemed necessary by the Supervisor
� First aid facility will be provided for adequate first aid services.
PART A: During Operation Phase
Air environment:
� Green Belt with 595 Nos. of trees around the site will be provided.
� Use of indigenous plants will be insisted.
� The air quality surveillance program may be strengthened keeping in view the combined
maximum impacts from post-project activities particularly in critical downwind
directions.
� DG sets 160 KVA-2Nos. & 250 KVA -2Nos.(Residential & commercial) and 160
KVA – 1 No.(Amenity building)will be installed with acoustic measures as per CPCB
norms and Generator exhaust will be taken above top level of building as per CPCB
norms.
� Acoustical Enclosures for DG set will be provided to reduce noise intensity in the
surrounding area.
� Proper parking facilities and demarcated areas will be allotted on site to Smoothen traffic
flow inside the campus.
� Ambient air quality monitoring for the parameters So2, ,Nox, PM10,, PM2.5 will be done on
regular intervals.
� PUC certified vehicles for flat owners will be insisted.
Water Environment:
� The sewage will be treated in full fledged sewage treatment plant 122m3/day, 215
m3/day, 220m3/day and 30 m3/day,and sewage shall be reused for flushing and
landscaping (278.38 m3/day).
� The storm water management will be implemented on site to avoid run-off.
� 11 Nos of recharge pits will be provided for rain water harvesting on site.
� During operation phase no waste water stream or solid/hazardous waste will be
discharged to any water body.
Land Environment:
� Proper disposal of waste through well managed Solid waste Management team.
� 846.35 kg/day Dry waste will be handed over to Authorized Vendor.
� 1286.25 kg/day Wet garbage will be composted using Organic Waste Composter.
� The processed waste will be used as Manure.
Noise Environment:
� Adequate tree plantation and Compound wall will be to act as noise buffer.
� DG set will be provided, it should have acoustic enclosures for effective noise reduction
of 25 dB (A).
� Noise suppression measures such as enclosures, and/ or protective measures should be
provided (wherever noise level is more than 90dB (A).
� Extensive oiling, lubrication and preventive maintenance will be carried out of the
machineries and equipments to reduce noise generation.
� Monitoring of noise levels is essential to assess the efficacy of maintenance schedules
undertaken to reduce noise levels and noise protection measures.
� The sources of intermittent noise generating equipment (pumps for lifts or water
pumping, DG sets etc) will be provided with appropriate acoustic barriers so that the
noise level within 100m of these facilities when in operation will be less than 70dB(A).
Biological Environment:
� Implementation of greenbelt development (656 Nos. of trees), landscaping, horticulture
etc.
� Plant species selected based on adaptability to geographic conditions and keeping in view
the local species and their benefits to site.
� Development of green belt surrounding the project area with reference to maintain the
biological environment.
Socio-Economic Environment:
� Improvement in transport, communication facilities, lifestyle and social status etc. due to
ancillary development.
� Local skilled and laborers will have opportunities for employment directly and indirectly.
Environmental Monitoring Plan
Environmental monitoring of critical parameters is essential to assess the changes in environmental conditions, if any, during construction and operation of the project, to monitor
the effective implementation of mitigation measures, and to suggest for any additional mitigation measures in case of significant deterioration of environmental quality
It is proposed to monitor essential parameters for ambient air quality, ambient noise quality,
ground water quality, and waste water quality both during the construction and operation
phases of the project.
A. During Construction phase
Component Parameters Location Frequency Duration
Ambient Air
Quality
PM10, PM 2.5, SO2,
NOx,
At the
identified
stations near
the dust
generating
sources.
Once in a
fortnight (24 Hrs sampling )
Noise level Leq day, Leq night, dB(A)
Daily
Day Time (6 AM to
10 PM) and Night Time (10 PM to 6
AM)
Effluent
Analysis
Physical- chemical PH,
TSS, COD & BOD, TKN, Ammonical-N,
PO4 -p Oil and Grease,
Faecal Coliform
Once in a
fortnight
Surface
Water
Analysis
All the parameters for
surface water bodies
basing on the
classification as per
their utilization pattern
Once in a three
month
Ground
Water As per IS: 10500
Once in a three
month
Soil Quality
Texture, pH, Electrical
conductivity,
Alkalinity SAR,
Permeability, Water
holding capacity,
Porosity
At 1 location
(HSD storage
area/parking
area)
At the start and
end of
construction
activity
--
Health All relevant parameters including HIV
Regular check ups
Every Month
B. During Operational Phase
Component Parameters Location Frequency Duration
Ambient
Air Quality
SO2, NOx, CO,
HC,PM10,PM 2.5, Pb,
Benzene, NH3, Ozone
At the
identified
stations near
the dust
generating
Once in a
fortnight 24 hrs sampling
Component Parameters Location Frequency Duration
sources.
Noise level Leq day, Leq night,
dB(A)
Once in a
fortnight
Day Time (6 AM to 10 PM) and Night
Time (10 PM to 6
AM)
Source
emissions
Particulates, SO2,
NOx, CO, HC
Each stack –
for flue gas
Once in a
Quarter
As per the recommendations of
MPCB
Waste
Water
quality
Physical-chemical
parameters, pH, BOD, COD, TSS, TKN,
Ammonical-N, PO4-P,
O & G, Faecal
Coliform
Inlet and outlet
of each STP
unit
Once in a
fortnight
Composite flow-
weighted sampling
Solid waste
Parameters: pH,
Moisture content,
Organic Carbon, Nitrogen Content,
Phosphorus content, C:N ratio, Bulk
Density, Potash, Particle Size, Color,
Odour
Solid waste
disposal location
Once during
each season One time sample
