list of annexure -...

Form 1 & 1A for project “Shantiban” by M/s Surana Bhansali Developers at S. No. 65A/1, 65B/1,

65C/1(P) & 66/6 (P) at Kondhwa (BK), Haveli, Pune

LIST OF ANNEXURE

Annexure No. Description

I. Aerial View

II. Site Location Plan

III. Contour Level Plan

IV. Master Plan

V. Refuge Area Statement & Ground Coverage Statement

VI. Parking & Traffic Management Plan

VII. Water Balance Statement

VIII. Seismic Zoning Map Of India

IX. Rain water Harvesting & Storm Water Management Plan

X. UGT & OHT Capacity

XI. Sewage Treatment Plant-Schematic Plan & Details

XII. Solid waste Management :Organic Waste Composter Process

XIII. Landscape Plan & List Of Trees

XIV. Electrical Calculations, D.G Chart & Location

XV. Swimming pool details

XVI. Fire Fighting Layout

XVII. Environment Management Plan



ANNEXURE I

AERIAL VIEW



ANNEXURE II

SITE LOCATION MAP



ANNEXURE III

CONTOUR LEVEL PLAN



ANNEXURE IV

MASTER LAYOUT



AREA STATEMENT

Sr. No Area Statement Area in SQM

1 Area of Plot 23400.00

2 Deduction

18.00 M Wide D. P. Road 343.95

24.00 M Wide D. P. Road 2558.04

Reservation (PG 38) 21.00

Reservation (PS 119) Including Amenity Space 2787.06

3 Balance Plot Area 17689.95

4 Deduction

Open Space 10% 1789.99

Transformer Area 100.00

5 Net Plot Area 15820.96

6 Addition

18.00 M Wide D.P.Road 343.95

24.00 M Wide D.P.Road 2558.04

Reservation (PG 38) 21.00

Reservation (PS 119) Including Amenity Space 2787.06

Transformer Area 100.00

T.D.R (40%) (6328.38-21.00-2787.06) 3520.32

T.D.R (20%) 3164.19

7 Total Permissible F.S.I 28315.52

8 Total Proposed F.S.I 28312.73



TOTAL CONSTRUCTION AREA

Sr. No Description Area in m2

1. F.S.I. Area 28312.73

2. Non F.S.I

Balcony 4246.05

Passage 3135.31

Staircase 2528.14

Lift & Lift Machine Room 581.63

Terrace 7456.59

Refuge Area 241.13

OHT Area 690.64

UGT Area 235.15

OWC Area 50.00

STP Area 99.50

Transformer Room 115.43

Pump Room 35.12

Clubhouse 320.75

Gas Bank 29.00

Covered Parking 7723.38

Swimming Pool 121.45

Gate way 44.70

Total Non F.S.I. 27653.51

Construction Built Up Area Total F.S.I. Area

+ Total Non F.S.I. 55966.24



TENEMENT STATEMENT

Sr. No. Building Floors Height in

m

Type Of Flat Tenement

(Nos.)

Population

2

BHK

3

BHK

A Residential

1 Building A P+13 42.15 52 52 260

2 Building B P+13 42.15 52 52 260

3 Building C P+13 42.15 52 52 260

4 Building D P+13 42.15 52 52 260

5 Building E P+13 42.15 52 52 260

6 Building F P+13 42.15 52 52 260

7 Building G G+13 42.46 52 52 260

8 Building H P+06 18.15 12 12 60

Total 156 220 376 1880

B Commercial area – 278.03 m2

92

C Total Population (Residential + Commercial) = 1880+92=1972



ANNEXURE V

REFUGE AREA STATEMENT AND GROUND AREA

STATEMENT



REFUGE AREA STATEMENT

WING AREA IN SQM

A 31.75

B 31.75

C 31.75

D 36.47

E 36.47

F 36.47

G 36.47

TOTAL 241.13

GROUND COVERAGE AREA STATEMENT

WING AREA IN SQM

A 1529.54

B 1529.54

C 1529.54

D 621.66

E 621.66

F 621.66

G 621.66

H 366.77

TOTAL 4382.95



ANNEXURE VI

PARKING & TRAFFIC

MANAGEMENT PLAN



PARKING STATEMENT

Parking Requirement As per

Rule

No of

Tenements

Provided Parking

Car Scooter Cycle

Commercial area= 222.42 m2

9 27 9

For every 2 tenement having carpet

area 40-80 m2 sanction 223 112 446 446

For every 2 tenement having carpet area 40-80 m2 new rule

153 153 306 153

Total No. of Parking Required

274 779 608

Total No. of Parking provided

280 779 608

No. of Vehicles for open

6 779 608

Parking area required for open

Parking in m2

6x25 =

150

779x 3 =

2337

608x 1.4

=851.2

No. of Vehicles for Covered Parking

274 -- --

Parking area required for Covered

Parking in m2

274x 30

=8220 -- --

Parking Area required in m2 (open

+ covered ) 11408.2 m2

Parking Area provided in m2 (open

+ covered ) 11558.2 m2



ANNEXURE VII

WATER BALANCE STATEMENT



WATER REQUIREMENT – DRY SEASON

No of Tenements= 376 No of Residential Population:1880

No of Commercial User=92

Sr. No. Description

Water

requirement

(m3/Day)

Loss

(m3/Day)

Sewage

generation

(m3/Day)

Water use

(m3/Day)

Fresh Recycled

1 Domestic for residential ( @ 90

LPCD ) no. of. Person 1880 169.2 16.92 152.28 169.2 -

2 Flushing for residential ( @ 45

LPCD ) no. of. Person 1880 84.6 8.46 76.14 - 84.6

3 Domestic for Commercial ( @ 15 LPCD ) no. of. Person 92

1.4 0.14 1.26 1.4 -

4 Flushing for Commercial ( @

30 LPCD ) no. of. Person 92 2.8 0.28 2.52 - 2.8

5 Swimming pool 5 5

5

6 Landscape irrigation (TOTAL

Landscape Area: 3400.56 m2) 20 20 -- -- 20

TOTAL 283 50.80 232.2 175.6 107.4



WATER BALANCE FLOW CHART FOR DRY SEASON



WATER REQUIREMENT – WET SEASON

No of Tenements= 376 No of Residential Population:1880

No of Commercial User=92

Sr. No. Description

Water

requirement

(m3/Day)

Loss

(m3/Day)

Sewage

generation

(m3/Day)

Water use

(m3/Day)

Fresh Recycled

1 Domestic for residential ( @ 90

LPCD ) no. of. Person 1880 169.2 16.92 152.28 169.2 -

2 Flushing for residential ( @ 45

LPCD ) no. of. Person 1880 84.6 8.46 76.14 - 84.6

3 Domestic for Commercial ( @

15 LPCD ) no. of. Person 92 1.4 0.14 1.26 1.4 -

4 Flushing for Commercial ( @

30 LPCD ) no. of. Person 92 2.8 0.28 2.52 - 2.8

5 Swimming pool 2 2

2

6 Landscape irrigation (TOTAL

Landscape Area: 3400.56 m2)

TOTAL 260 27.80 232.2 172.6 87.4



WATER BALANCE FLOW CHART FOR WET SEASON



ANNEXURE VIII

SEISMIC ZONING MAP OF INDIA



ANNEXURE IX

RAIN WATER HARVESTING & STORM WATER

MANAGEMENT PLAN



RUN OFF CALCULATION

Sr.

No Type of Area

Area in

M2

Run of

Coefficient Flow in M3/min

Flow in

M3/min

I Flow prior to

commencement of Project

A Area of Plot 23400 0.75 23400 x 55 x 0.75

1000 x 60 16.08 (A)

II Flow after Implementation

of Project

a For Terrace (Roof) Area 7456.59 0.95

7456.59 x 55 x

0.95

1000 x 60

6.49

b For Road Area 7395.19 0.90 7395.19 x 55 x 0.9

1000 x 60 6.10

c For Green (lawn) Area 3400.56 0.10 3400.56 x 55 x 0.1

1000 x 60 0.31

d For open paved Area 5147.66 0.90 5147.66 x 55 x 0.9

1000 x 60 4.24

Total 23400

17.14 (B)

Incremental Increase in

Discharge of Storm water [B - A] [17.14 – 16.08] 1.06



ANNEXURE X

UGT LOCATION & CAPACITY



LOCATION OF UGT



UNDERGROUND WATER TANK CAPACITY

Sr. No. Description Total Water

Demand in m3

1 For Domestic 256

2 For Flushing 63

3 For Fire Fighting 400

Total Requirement of water for UGT 719



ANNEXURE XI

SEWAGE TREATMENT PLANT & SCHEMATIC PLAN



STP LOCATION PLAN



STP PLAN



STP SECTION



PROCESS DESCRIPTION:



WASTEWATER CHARACTERISTICS

Sr.

No Parameter At Inlet At Outlet Unit

1 PH 7 to 8.5 6.5 to 7.5 ----

2 C.O.D. 300 - 400 < 30 mg/Lit

3 B.O.D. 250 - 300 < 10 mg/Lit

4 S .S. 350 - 450 < 5 mg/Lit

5 Oil & Grease 10 < 5 mg/Lit

6 TDS < 1000 mg/Lit

7 Total Nitrogen 40-50 ≤ 10 mg/Lit as

N

8 Ammonical Nitrogen as

Nitrogen ≤ 1 mg/Lit

9 Total Phosphate 5-7 ≤ 2 mg/Lit

10 Faecal Coliform 10^6/100 N.D. MPN/

100ml



ANNEXURE XII

SOLID WASTE MANAGEMENT:

ORGANIC WASTE COMPOSTER



OWC LOCATION



SOLID WASTE MANAGEMENT



OWC PROCESS

• First check whether all switches except emergency switch are in “OFF” position. Start

Main connection for OWC.

• Check the running of the machine by pressing ON/OFF switch off the machine for

chopper and main motor. During ON the green lights will „GLOW‟. During this

checking the selector switch must be on „hand‟ mode.

• Switch off the chopper and process knobs.

• Bring timer switch to “Auto” Mode.

• Set the time on the timer for 5 minutes.

• Place the empty crate in the trolley.

• Open the feeding lid of the machine.

• Check the bottom lid lever. It must be in closed position.

• Feed the organic waste by volume @ 10 Ltrs x 2 buckets of food waste.

• Run machine for five Minutes.

• Feed Sawdust @ 20 to 25% by weight of the food waste. This quantity will depend on

the moisture content in the waste (sogginess of the waste)

• Add BIOCULUM @ 1 gm/Kg. of waste. (For bad smelling waste, the dosage required

will be 1.5 gm/Kg.)

• Bring the selector of the machine to Auto Mode. Close the lid. Start the processor and

chopper switch.

• Again machine run for 5 minutes. After 5 minutes the machine will automatically stop

and will make indicating noise.

• Bring the selector to “hand” mode. Start the machine. Open the bottom drain valve by

operating lever to “open” position.

• Collect the treated organic waste in the crate placed in the trolley.

• Place the crates in the treatment area.

• Repeat the batches until the organic waste is finished.

• Every day spray 750 ml of water on the crate with Herbal sanitizer.

• Stop spraying water from 8th day. Allow 2 days for drying the material in the crate.

• After 10th day put the material in the waste converter. Operate the machine for 2 minutes and unload the material in the crate

• Transfer the material from the crate into the storage bag or mix the material in soil (3:1

ratio) proportion and sow the viable seeds of leafy vegetable like Spinach, Methi,

Coriander and check the germination. If got 75-100% germination, it would be ready manure for application to the crops or garden.

• After 15 days use the same material as absorbent in suitable proportion (preferably 10:4

ratio).

• Clean and wash the machine and surrounding of curing system with the help of Herbal

Sanitizer every day.



COMPOST REPORT



ANNEXURE XIII

LANDSCAPE PLAN & LIST OF TREES



LANDSCAPE LAYOUT



LIST OF TREES

Sr. No Botanical

Name

Common

Name Qty Ecological Importance

1. MimusopsEleng

i Bakul 08

-Fragrant Flowers or Leaves

-Attracts Birds/Bees - Evergreen Tree/ Creates Shade

2. Cassia Fistula Bahava 27 -Auspicious -Attracts Birds/ Bees/ Butterflies

-Hanging or Weeping Growth

3. Neolamarckia

Cadamba Kadamb 14


-Attracts Bees/ Butterflies

- Quick Growing/ Create Shade

4. Azadirachta

Indica Neem 10


-Plant for Pooja /Evergreen

- Quick Growing/ Insect Repellent

5. Lagerstromia

Speciosa Taman 18

- Create Shade

- Attracts Birds/ Butterflies/ Bees

- Good for Screening

6. Michelia

Champaka

PivalaChaf

a 14


-Attracts Birds/Butterflies/Bees

- Evergreen Tree

7. Bauhinia

Purpurea

RaktKanch

an 25


- Plant for Pooja

- Evergreen Tree

8. SaracaAsoca SitaAshoka 11 -Fragrant Flowers or Leaves


-Deep Green, Shiny Foliage

9. Plumeria Alba Chafa 09 -Fragrant Flowers or Leaves


-Quick Growing/For Pooja

10. Millingtonia

Hortensis

Buch 16 -Fragrant Flowers or Leaves

-Plant For Pooja -Evergreen Tree

11. Putranjiva

Roxburghii Putranjiva 15 -Dark Green Shiny Leaves

-Pendant Branches

-Moderate Sized-Evergreen Tree

12. Caryota Urens Fish Tail Palm

13 -Fragrant Flowers or Leaves -Attracts Birds/Butterflies/Bees

-Evergreen Tree

13. Butea

Monosperma

Palas 14 -Fragrant Flowers or Leaves

-Flowers covering the entire crown -Plant for Pooja



14. Mangifera

Indica Mango 15

-Fruit Plant

-Fragrant Flowers or leaves - Attracts Birds/Butterflies/Bees

15. Erythrina

Indica

Indian

Coral Tree 11

-Fragrant Flowers or leaves


-Quick Growing Tree

TOTAL 220



ANNEXURE XIV

ELECTRICAL CALCULATIONS, D.G. CHART &

LOCATION



TRANSFORMER SUBSTATION & D.G.SET LOCATION PLAN



POWER REQUIREMENT AND SUPPLY

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 –20 KW b) D.G. Set –1 x 165KVA

3 During Operation Phase

a) Total Connected Load –1430 KVA

b) Maximum Demanded Load –571.76 KVA

c) Transformer – 2 x 630 KVA

4 DG set as Power Back – up

during operation 1 x 160 KVA

5. Fuel Consumption / hr. 1 x 160 KVA= 1500L/per month

6. Total Annual Saving 65.38%



POWER CONSUMPTION

Description

Power Consumption

Savings in KWH per

Year

% Saving Conventional Equipments

Power consumption in

KWH per year

Energy Efficient

equipments power

consumption in

KWH per year

Common area lighting with

CFL Lamps 25696 17987.2 7708.8 30

All Lights will be soft starting65700 31536 31536 52

Energy Efficient Pumping 6424 4309 2115 33

High Efficiency LED / CFL

light for street light in place of Metal Halide

16060 7194.88 8865.12 55

Solar water heating system

will be provided 144248 25688 118650 82.19

Annual Savings with Energy

Efficient equipments. 258128 86715.08 168874.92 65.38



DG SET CALCULATION



SOLAR ENERGY CALCULATION

Sr. No Description BUILDING

A B C D E F G

1 Type of flats 2

BHK 2BHK 3BHK

2

BHK 2 BHK 2 BHK 2BHK

2 Number of flats 52 52 52 52 52 52 52

3 Hot water requirement/flat/dayL(in liters) 50 50 50 50 50 50 50

4

Solar hot water provided per bldg./day)

liters)

2600 2600 2600 2600 2600 2600 2600

5 Total solar hot water required per day

for all buildings (ltrs)

15600

6

Solar system cost per liters (Aprox.) in

Rs.

100

7 Total solar system cost(Aprox.) Rs.

1560000

8

Energy required for heating 1 liters water

in watt

38

9 Energy saved per day in KW

592.8

10 Energy saved/year(Aprox. 300 sunny days)KWH

177840

11 Energy cost /KWH(Aprox.)

6

12 Per year saving in Rs.

1067040

13

Running cost of solar system @ 2% of

system cost

21340.8

14 Estimated payback period in year

1.5



ANNEXURE XV

SWIMMING POOL DETAILS



LOCATION OF SWIMMING POOL



DETAILS OF SWIMMING POOL

Recirculation Period 4.5 hours

Shape of the Pool As per Drawing

Filtration System Sand filter will be used using

chlorination system

Water Requirement For Summer Season 5000 liter per day

Water Requirement For Winter & Rainy Season 2000 liters per day

Capital Cost Rs 30 Lakh

O & M Cost Rs 1.2 Lakh/Year (Electricity Cost

not included)



ANNEXURE XVI

FIRE FIGHTING LAYOUT



FIRE TENDER MOVEMENT PLAN



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 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.

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 220 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.

� 15 Nos. of toilets for 150 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 B: During Operation Phase

Air environment:

� Green Belt with 220 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 – 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 240 m3/day and sewage

shall be reused for flushing and landscaping. (107.4 m3/day)

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

� 12 No 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.

� 591.9 Kg/day Dry waste will be given to Authorized Vendor.

� 394.6 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 (220 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 & 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 supposed to monitor essential parameters for ambient air quality, ambient noise quality, ground

water quality, and waste water quality both during 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 OPERATION 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

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

list of annexure -...

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