“my home punawale” (formerly – ira) by m/s keystone properties...

“My Home Punawale” (Formerly – IRA) By M/s Keystone Properties (Formerly – M/s

Royal Developers) at S. no. 16/3, Punawale, Pune.

LIST OF ANNEXURE

Annexure

No. Description

I. Aerial View

II. Site Location Map

III. DP Plan

IV. Contour Plan

V. Master Layout

VI. Ground Coverage Statement & Refuge area statement

VII. Parking and Traffic Management Plan

VIII. Seismic Zoning Map of India

IX. Water Balance Statement

X. Sewage Treatment Plant – Schematic Plan & Details

XI. Solid Waste Management : Organic Waste Composter

XII. Location & Capacities of UGT

XIII. Landscape Plan & List of Trees

XIV. Electrical calculations, D.G.& Transformer Location & Details

XV. Fire Fighting Layout & Fire Tender Movement Plan

XVI. Rain Water Harvesting & Storm Water Management Plan

XVII. Environment Management Plan



Annexure I

Aerial View



Aerial View

Longitude – 73o44’02.10” E

Latitude – 18o37’26.96” N

Adjacent Road – 30.00 m, Maximum Height of Building – 39.85 m



Annexure II

Site Location Map



Site Location Map



Annexure III

DP Plan



DP Plan



Annexure IV

Contour Plan



Contour Plan



Annexure V

Master Layout



Master Layout



Annexure VI

Ground Coverage Statement

& Refuge area statement



Ground Coverage Statement

No. of Buildings Floors No. of Flats Total Ground Coverage Area

Wing – A P+12 88 Nos. 722.12 m2

Wing – B P+12 90 Nos. 593.28 m2

Wing – C P+12 90 Nos. 592.67 m2

Wing – D LP +UP+12 90 Nos. 677.29 m2

Club House

124.49

Total 2709.85 m2

Ground Coverage 15.98 % of Total plot area

18.32 % of Net plot Area

Refuge area statement

No. of

Buildings Floors No. of Flats

Total Ground Coverage

Area

Wing – A P+12 88 Nos. 722.12 m2

Wing – B P+12 90 Nos. 593.28 m2

Wing – C P+12 90 Nos. 592.67 m2

Wing – D LP +UP+12 90 Nos. 677.29 m2

Club House

124.49

Total 2709.85 m2

Ground Coverage 15.98 % of Total plot area

18.32 % of Net plot Area



Annexure VII

Parking and Traffic

Management Plan



LOWER PARKING PLAN LAYOUT

UPPER PARKING PLAN LAYOUT



PARKING AREA STATEMENT

Parking Requirement As

per Rule

No of

Tenements

Required Parking

Car Scooter Cycle

Commercial (243.16

sqm)(2:6:2) 100 6 18 6

2 Tenement having carpet

area upto 40 m2 to 80

m2(1:4:4)

360 180 720 720

Every Tenement having

carpet area above 80 m2 to

150 m2(1:2:2)

0 0 0

Total No. of Parking

Required 186 720 720

Total No. of Parking

provided 186 738 726

No. of Vehicles for open

parking 503 141

Parking area required for

open Parking in m2

503x 3

=1509

141 x 1.4

= 197.4

No. of Vehicles for Covered

Parking 186 235 585

Parking area required for

Covered Parking in m2

186 x 30

= 5580

235 x 3 =

705

585x 1.4

= 819

Parking Area required in m2

(open + covered ) 8810.4m2

Parking Area provided in m2

(open + covered ) 9241.00 m2



Annexure VIII

Seismic Zoning Map of India



Seismic Zoning Map of India



Annexure IX

Water Balance Statement



Water Balance Statement

WATER REQUIREMENT (Dry Season)

Total No . of Tenements – 358Nos. Total Populations – 1790 Nos.

Total Comm. Area - 223. 16 m2 Total Population – 75 No's

Sr.

No. Description

Water

Requirement Loss

Sewage

Generation

Water Use

Fresh Recycled

1 Domestic for residence(@ 90

LPCD ) no. of persons 1790 162.00 16.20 145.80 162.00 -

2 Flushing for residence ( @ 45

LPCD ) no. of persons 1790 81.00 8.10 72.90 - 81.00

3 Domestic for Commercial (

@15 LPCD ) no. of persons 75 1.13 0.11 1.01 1.13 -

4 Flushing for commercial ( @

30LPCD ) no. of persons 75 2.25 0.23 2.03 - 2.25

5 Club house 10.00 1.00 9.00 10 -

7 Landscaping 10.50 10.50 - - 10.50

TOTAL 266.88 36.14 230.74 173.13 93.75

STP Capacity: 235.00m3/day



WATER BALANCE FLOW CHART- DRY SEASON




WATER REQUIREMENT (Wet Season)

Total No. of Tenements – 358 Nos. Total Populations – 1790Nos.

Total Comm. Area - 223. 16 m2 Total Population – 75 No's

Sr.

No. Description

Water

Requirement Loss

Sewage

Generation

Water Use

Fresh Recycled

1 Domestic for residence(@ 90 LPCD ) no. of persons

1790

162.00 16.20 145.80 162.00 -

2

Flushing for residence ( @

45 LPCD ) no. of persons

1790

81.00 8.10 72.90 - 81.00

3

Domestic for Commercial (

@15 LPCD ) no. of persons

75

1.13 0.11 1.01 1.13 -

4 Flushing for commercial (@

30LPCD ) no. of persons 75 2.25 0.23 2.03 - 2.25

5 Club house 10.00 1.00 9.00 10 -

6 Landscaping 0.0 0.0 - - 0.0

TOTAL 256.38 25.64 230.74 173.13 83.25




WATER BALANCE FLOW CHART – Wet Season




Annexure X

Sewage Treatment Plant –

Schematic Plan & Details



Sewage Treatment Plant – Schematic Plan & Details

STP FLOW DIAGRAM



STP SECTIONS

STP HYDRAULIC DIAGRAM



WASTE WATER CHARACTERISTICS

RAW SEWAGE CHARACTERISTICS :

Parameter Range at inlet Range for Unit

pH 7– 8.5 6.5-7.5 Unit

Total Suspended Solids 350 - 450 ≤ 5 mg/lit

BOD 250 - 300 ≤ 10 mg/lit

COD 300-400 ≤ 30 mg/lit

Oil & Grease 10 ≤ 5 mg/lit

TDS

<1000 mg/lit

Total Nitrogen 40- 50 ≤ 10 mg/lit as N

Ammonical Nitrogen as

Nitrogen

≤ 1 mg/lit

Total Phosphate 5-7 ≤ 2 mg/lit

Faecal Coliform 106/100 ND MNP/100ML



Annexure XI

Solid Waste Management:

Organic Waste Composter



Solid Waste Management: Organic Waste Composter

ORGANIC WASTE CONVERTOR LOCATION

SOLID WASTE MANAGEMENT

Sr.

No Particulars Management Criteria

1 Waste Generation

A) Construction phase: Total solid waste generation by labors = 25

kg/day Total wet waste generation by labors:15

Kg/day Total dry waste generation by labors : 10

kg/day B) Operational Phase: Total waste generation

Residential & commercial=919kg/day

Wet waste: 548.0 kg/day Dry waste:371kg/day

C) STP Sludge = 20.76 kg/day

1) Residential = 0.46 kg/day/person

2) Convenient shops= 0.25 kg/day/person

3) Sludge generation = 1% of total waste water

generation 4) Ratio of Wet to Dry has

been considered to be

62:38 for residential and 30:70 for convenient

shops.



Sr.

No

Particulars Management

2 Solid waste treatment

technology with the details

of capital cost O & M cost

Organic Waste Management on site:

Total OWCs proposed = 1

Mechanical composter Smart 500 having 2 curing drum

CD 750 Capacity of the OWC in kg/day =548 kg/day

Curing period recommended = 18 days. Capital cost :Mechanical composter Smart 50

=15.5Lakh, O & M costs : Fixed and variable = 4.02Lakh

3 Area requirement for

collection, segregation &

storage

Area required : 67.5 Sq.Mts

OWC SECTIONS



PROCESS FLOW CHART



Annexure XII

Location & Capacities of

UGT



Location of UGT

UNDERGROUND WATER TANK CAPACITIES

Sr. no Description Quantity (Liters)

1 Raw Water Tank 52,000

2 Fire Water Tank 3,00,000

3 Treated Water Tank 1,50,000

4 Drinking Water Tank 42,000

Total 5,44,000



Annexure XIII

Landscape Plan & List of

Trees



Landscape Plan & List of Trees

LIST OF TREES ALONG COMPOUND WALL

Sr.

no. Botanical Name

Common

Name Qty Characteristics & Ecological Importance

1 Ailanthus excelsa Maharukh 12 Medicinal value,

Drought tolerant species.

2 Albizia lebek Shirish 11

Medicinal for Skin,Fragrant flowers,

To control soil erosion, Bird attracting

species ( Para kids eat seeds ).

3 Choclospermum

religiosum Sonsawar 08 Medicinal value, Native species

4 Cordia dichotoma Bhokar 08 Medicinal value,

Edible fruits,

5 Bauhinia blackiana Kanchanraj 09 Every part of the plant is medicinal,


6 Ficus glomerata Umber 08 Medicinal value,Edible fruits,

Bird attracting species

7 Butea monosperma Palas 08 Medicinal value,Bird attracting species ,

To control soil erosion.

8 Syzygium cumini Jamun 09 Medicinal value,Edible fruit.



9 Anthocephalus

kadamba Kadamb 12

Medicinalvalue,Tocontrolsoil

erosion,Birds, squirrels, monkey eat

fruits.

10 Azardirachta indica Neem 12 Medicinal value,To control soil erosion.

To improve soil erosion

11 Dalbergia sissoo Shisav 08 Medicinal value,

Bird attracting species ,

12 Ficus arnottiana Payar 08 Drought tolerant species, Bird attracting

species. To control soil erosion.

13 Bauhinia purpurea Gulabi

kanchan 08

Every part of the plant is medicinal

,Drought tolerant species.

14 Ficus retusa Nandruk 08 Medicinal value ,Bird attracting species, Drought tolerant species ,Hardy plant.

15 Pongamia pinnata Karanj 09

Medicinal value, Drought tolerant

species, To control soil erosion, Hardy

plant.

16 Mangifera indica Mango 08 Edible fruit,Bird attracting species.

17 Michelia champaca Sonchaffa 08

Medicinal value, Fragrant flowers,

Butterfly larvae host plant, Bird

attracting species, Fast growing.

18 Phyllanthus emblica Awala 08 Medicinal value,To control soil erosion.

19 Saraca indica Sita-ashok 09 Medicinal value,Religious plant.

20 Cassia fistula Bahawa 09

Medicinal value,Drought tolerant species,Very ornamental,Well flowering

plant,Honey bee attracting species,Host plant for Butterfly.

Total No Of Trees 180



TREE LIST OF LANDSCAPE GARDEN

Sr. no. Botanical Name Common Name Qty Characteristics & Ecological

Importance

1 Azardirachta indica Neem 12

Medicinal value,

To control soil erosion.

To improve soil erosion

2 Bahunia racemosa Apta 10

Every part of the plant is

medicinal,


3 Murraya koengii Kadipatta 08 Medicinal value, Edible leaves.

4 Aegle marmelos Bel 08 Medicinal value

Drought tolerant species

5 Putrnjiva roxburghii Putrnjiva 04 Medicinal value,

Drought tolerant species,

6 Roystonia regia Bottle palm 09

Ornamental plant,

Medicinal value,

Birds & bats eat fruits.

7 Gmelina arborea Shivan 14

Medicinal value,


Bird attracting species.

8 Mimosups elengii Bakul 12

Fragrant flowers,

Medicinal value, To control soil erosion.

9 Caryota urens Fishtail palm 10 Grown in any type of soil. Very

Hardy.

10 Citrus species Lemon 12 Medicinal value, Edible fruit.

11 Nyctanthus

arbortristis Parijatak 06

Fragrant flowers, Medicinal

value,

12 Dalbergia sissoo Shisav 12 Medicinal value, Bird attracting

species ,

13 Erythrina indica Pangara 08

Fragrant flowers,


Birds attracting

Total No Of Trees 125



LIST OF SHRUBS

Sr. No Botanical name Common name

1 Nerium olender pink Nerium single pink

2 Adathoda vasica Adulsa

3 Cassia auriculata Tarwad

4 Cymopogon floxsus Gavati Chaha

5 Plumbago capensis Chitrak

6 Tabernaemontana coronaria variegated Variegated tagar

7 Stachytarpheta indica Stachytarpheta Blue

8 Stachytarpheta indica Stachytarpheta Red

9 Cestrum nocturnum Ratrani

10 Belloperone gutta Shrimp plant red

11 Jasminum sambac Mogra

12 Hedychium flavescens Sontakka

13 Calliandra emarginata Powder puff dwarf

14 Cassia biflora Cassica biflora

15 Ficus benjamina black Ficus black

16 Ficus benjamina starlight Ficus starlight

17 Alpinia specious Alpinia yellow varigated

18 Euphorbia carcasana Euphorbia

19 Psuedoerenthemum reticulum Kodia Yellow

20 Heliconia psittacorum Heliconia orange upright

21 Acalypha wilkesiana Acalpha marble pink

22 Murraya exotica Kamini

23 Ailamanda nerifolia Allamanda miniature

24 Hibiscus rosea sinensis Hibiscus white regular

25 Ceasalpinia pulchirrima Shankasur



26 Ixora dufii red Ixora deep red

27 Lagestromia indica Lagestromia indica

28 Lantana camera Tantani

29 Eranthemum laxiflorum Tagar blue

30 Galphimia glauca Canara bush

31 Vitex negundo Nirgudi

32 Caesalpinia bonduc Sagargota

33 Ziziphus mauritiana Ber

34 Cassia tora Takala

35 Passiflora edulis Krushna kamal

36 Clematis gaurianan Ran Jai



Annexure XIV

Electrical calculations, D.G.

& Transformer Location &

Details



Electrical calculations, D.G. & Transformer Location & Details

TRANSFORMER SUBSTATION & D. G. SET LOCATION PLAN

S. No. Power Requirement

1 Source of power supply : MSEDCL. (Maharashtra State Of Electricity Distribution

Company Ltd.)

2 During Construction Phase

a) Total demanded load – 45KW b) D.G. Set – 62.5 KVA - 1 No.

c) Fuel Requirement (Diesel at 75% loading) – 10 ltrs. /hr

3 During Operation Phase a) Total Connected Load – 838 KW B) Transformer – 630 KVA x 4 Nos.

4 DG set as Power Back – up

during operation 200 KVA – 1 No.

5. Fuel Consumption / hr. of

200 KVA DG Set 37 lit/hr. (Diesel at 75% loading)

6. Total Annual Saving 20%



LOAD CALCULATIONS

Sr.

No. Description

No. of

Flats per

Bldg.

Area in

sq. feet

per flat

Watts per

m2 as per

MESDCL

Load per

flat in KW

Total

Load in

KW

A For Building A (P + 12)

1) 1 BHK 4 454 7.5 3.41 14

1) 2 BHK 84 622 7.5 4.67 392

1) 3 BHK 2 900 7.5 6.75 14

1) Lifts 2

6 12

1) Staircase/ Parking 1

2 2

1) Booster Pump 1

7 7

Total Load in KW for Building A 439.98

B For Building B & C (P + 12)

1) 1 BHK 6 454 7.5 3.41 20.46

1) 2 BHK 84 622 7.5 4.67 392.28

1) Lifts 2

6 12


2 2

1) Booster Pump 1

7 7

Total Load 433.28

Total Load for Building B & C 433.28 x 2 = 866.58

C For Building D (LP+UP+12)

1) 1 BHK 2 454 7.5 3.41 6.82

1) 2 BHK 88 622 7.5 4.67 411

1) Lifts 2

6 12


2 4

1) Booster Pump 1

7 7

Total Load For building D 440.33

Sr. No.

Description

No. of

Flats per

Bldg.

Average

are in sq. feet per

flat

Watts per

m2 as per

MESDCL

Load per flat in KW

Total Load in KW

D Utility Loads

1) Domestic water

Supply 10 10

1) Flushing water

Supply 5 5



1) WTP

5 5

1) STP

10 10

1) Club House&

Swimming Pool 10 10

1) Area/Landscape

Lighting Load 5 5

1) Main Fire Pump 1

80

1) Jockey Pump 1

10 10

Total Load in KW

55

E For Commercial A

Building

Shop No. 1 & 6 2 387 20 8 15.5

Shop No. 2,3,4 & 5 4 348 20 7 27.8

Total Load in KW

43

Total Load in KW

1845.21

Total Connected Load in KW = 1845 KW

Total Demanded Load in KVA= 2307 KVA

LOAD CALCULATIONS



Annexure XV

Fire Fighting Layout & Fire

Tender Movement Plan



Fire Tender Movement Plan

FIRE TENDER MOVEMENT



Annexure XVI

Rain Water Harvesting &

Storm Water Management

Plan



Rain Water Harvesting & Storm Water Management Plan

RUN OFF CALCULATIONS

Sr. No

Type of Area Area in

M2 Run of

Coefficient Flow on M3/min

Flow on M3/min

I Flow prior to

commencement of Project

A Area of Plot 16955 0.80 16955 x 75 x 0.80

1000 x 60

16.96

(A)

II Flow after Implementation

of Project .

a For Terrace (Roof) Area 4618 0.95 4618 x 75 x 0.95

1000 x 60 5.48

b For Road Area 4920 0.90 4920 x 75 x 0.90

1000 x 60 5.54

c For Green Area 1750 0.20 1750 x 75 x 0.2

1000 x 60 0.44

d For open paved Area 5667 0.95 5667x 75 x 0.95

1000 x 60 6.73

Total 16955

18.19 (B)

Incremental Increase in

Discharge of Storm water [B - A] [ 18.19 – 16.96 ] 1.23



DETAILS OF STORM WATER DRAINAGE SYSTEM � The storm water will be used or recharging of ground water table through the bore

wells / Open Well etc.

� 9 No of Recharge pits & 5 Nos. of Recharge pit with Bore will be provided in the Storm water drainage system. Size of Recharge pit- 2 M x 2 M x 0.9 M

� Rain Water Intensity – 75 mm/hr Average Rainfall – 700 mm / Year

STORM WATER LAYOUT

DRAINAGE LAYOUT



Annexure XVII

Environment 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 100 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 305 nos. of trees will start after completion of construction.

� 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.

� 10 Nos. of toilets for 100 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 305 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 200 KVA – 1 No. 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 280m3/day sewage shall

be reused for flushing and landscaping (93.75m3/day).

� The storm water management will be implemented on site to avoid run-off.

� 14 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.

� 371 kg/day Dry waste will be given to Authorized Vender.

� 548 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 (305 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

Once in a

fortnight (24 Hrs sampling )




the dust

generating

sources.

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


Ambient Air Quality

SO2, NOx, CO,

HC,PM10,PM 2.5, Pb, Benzene, NH3, Ozone

At the

identified

stations near the dust

generating sources.

Once in a fortnight

24 hrs sampling

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

“my home punawale” (formerly – ira) by m/s keystone properties...

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