Date: 31.01environmentclearance.nic.in/writereaddata/Online/EDS/31_Jan_2017... · New Construction projects and Industrial Estates) Ministry of Environment, Forests and Climate Change

Date: 31.01.2017

To, Member Secretary, (Infrastructure and Miscellaneous Projects + CRZ/ New Construction projects and Industrial Estates) Ministry of Environment, Forests and Climate Change Indira ParyavaranBhawan, JorBagh Road, New Delhi - 110 003 Sub: Submission of compliance of 11th Meeting of EAC for SAI WORLD EMPIRE at plot bearing S.NO.93/2+4,93/3,94/1,94/2,94/3A,94/3B,94/4,102/1A,102/4,102/5A/2,102/5B,102/5C,103/1A,103/2B,103/3,102/1B,102/3,103/2A,103/1B, Rohinjan, Panvel, Raigad Proposed By M/s Paradise Super Structures Ref: Minutes of the 11thMeetingof EAC held on 25-11-2016, Item No.11.03.16. Respected Sir, As per the MOM of 11th EAC the following points are emerged for which we are submitting the compliance as below:-

Sr.No. Points raised in 11th EAC meeting: Reply 1 Status of application of the project proposal in SEIAA,

Maharashtra. The tenure of SEAC II, Maharashtra is over. There is no constituted SEIAA or SEAC for the state of

Maharashtra as of now. Therefore, as per para 4, sub para (iii) of EIA Notification 2006, in the absence of a duly constituted SEIAA or SEAC, a Category ‘B’ project shall be treated as a Category ‘A’ project and thus appraisal/approval is required at the Central level. Total Cpnstruction area = 396,768.41 sq.mt

2 Copy of application submitted for clearance from NBWL

The nearest ecosensitive zone is Sanjay Gandhi National Park which is more than 15 Km away from project site, hence NBWL clearance is not required.

3 Importance and benefits of the project. Industries and commercial hubs are near to the site. Lot of job opportunities are there nearby to the project site as small and large scale industries in Taloja MIDC and Kharghar. There are hospitals, car service facility, religious places available near the project site and also there are many restaurants in 2 Km distance. The accessibility to the cities like Mumbai, Thane, Navi Mumbai is very convenient for employment point of view Due to development of this project there shall be generation of employment on temporary and on marginal basis. • Recreation places like central park (Play areas) is in close proximity to the project site. The project site is having very good connectivity from

both Kharghar (Residential and commercial hub) and Taloja (Industrial hub) by Road network and by ongoing mono rail network. one of the Mono Rail station is at a distance of 1.0 kms which is ongoing project and shall be in operation in next 3 to 4 years. Airport at Navi Mumbai is a big upcoming development proposed in the area. This is ultimately going to generate temporary and permanent based employment. Due to this set up of airport there has to be development of necessary infrastructure. • Educational institutions like TATA, Sanjeevani School are there near to the project site which shall help in providing job opportunities to teaching professional's.

4 Present landuse of the proposed project site. • The project area falls under Urbanizable zone (U Zone) of MMR Regional Plan. (Panvel Municipal Corporation from October,2016) • The project has already received Locational Clearance from MMRDA dated 22.09.2016. Landuse plan has been attached as annexure I The proposed project is a New Residential project under Rental Housing Scheme of MMRDA, situated in Rohinjan (Taloja)

5 Copy of building sanction plan The project has already received Locational Clearance from MMRDA dated

22.09.2016 Copy of plan is attached as annexure II

6 Details of no. of floor along with built up area to be constructed in each block to be furnished.

Floor wise break up of construction area to be provided by architect in table format as annexure III.

7 Details of protect areas/national park/ wildlife sanctuary and water bodies

There is no protected areas/national park/ wildlife sanctuary in the vicinity – Not Applicable Water Bodies: Lake Near Hexa Down Town comes within perview of 2 Km.

8 Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste handling area, rain water harvesting structure, etc. in different color to be furnished.

Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste handling area, rain water harvesting structure, etc. in different color has been attached as annexure IV

9 Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan. Highlight the fire tender pathway.

Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan has been attached as annexure V.

10 Details of source of water supply along with permission to be submitted

Water Supply is to be available by Maharashtra Jeevan Pradhikaran and permission received dated 19/03/2016, is attached as annexure VI

11 Excess treated sewage disposal plan/scheme to be submitted.

Letter of Board resolution to CIDCO explains that all the infrastructure including Sewer line, SWD Line shall be looked after by CIDCO. Permission letter is attached as annexure VII

12 Assessment of ground level concentration of pollutants due to DG set (7 x 2000 KVA).

(7 x 2000 KVA) DG set is not proposed in said project. Total DG set Capacity – 3060 KVA with break up of Rental Building: 1 X 500 KVA, 1X385KVA+1 X 40

KVA Sale Building: 2 X625 KVA, 1X600 KVA+1 X 285 KVA However emission due to DG set during operation phase has been carried out and attached as annexure VIII

13 Effort shall be made to reduce capacity of DG set up to 3x 2000 KVA and remaining standby power shall be met from solar energy.

No DG set with higher capacities have been proposed in said project. Following are the DG set details Total DG set Capacity – 3060 KVA with break up of Rental Building: 1 X 500 KVA, 1X385KVA+1 X 40 KVA Sale Building: 2 X625 KVA, 1X600 KVA+1 X 285 KVA

14 Treatment scheme for sewage and its recycling mode Whole scheme is attached as annexure IX

15 Details of rain water harvesting system to be furnished. Clarity on recharge pits, storage systems for rain water and use of appropriate filtration system for collected rain water to be detailed.

No Recharge pits have been provided. PP has provided RWH tank. Details are as annexure X

16 Calculation on sizing of solar water heating systems to be furnished.

Complied and attached as annexure XI for separate component. 17 A backup arrangement of at least 50% solar powered

systems connected to the grid and at least two solar powered lights and one solar powered fan in each flat

18 A management plan for excavation and dewatering to ensure compliance to the CGWA guidelines and regulation

There is no basement to be proposed in the proposal so there shall not be any excavation on account of basement work.

19 Solid waste management plan along with area earmarked for solid waste management scheme.

Solid waste management plan along with area earmarked for solid waste management scheme has been attached as annexure XII

20 Management of excavated soil. Pollution control measures to be taken to control fugitive emission during construction phase including marble /stone cutting.

Attached as annexure XIII

21 Details energy conservation measures to be taken. Attached as annexure XIV

taken (all points mentioned in the proposal such as orientation to support reduced heat gain, use of ASHRAE 90.1, use of ECBC compliant envelope measures to be supported through drawings and details in the proposal

22 Layout plan indicating Greenbelt along with area earmarked to be provided.

Layout plan indicating Greenbelt along with area earmarked has been attached as annexure XV RG area : Rental Component

Required RG area: 885.02 Sq.m. Provided RG area : 1807.55 Sq.m.

RG area :Sale Component

R.G Proposed on Ground = 2655.06 Sq. mt R.G Proposed on Ground = 2655.53 Sq. mt R.G Proposed on Podium =6979.28 Sq. mt

Total Trees Proposed

519 nos.

Kindly consider our project in upcoming EAC meeting.

(Note: We have submitted our proposal inadverantly on online portal in EC section. The project was subsequently appraised in 11th EAC meeting as item No. 11.03.16 and after deliberation ToR was granted. In the 11th EAC meeting we were asked to submit form 1 and form 1A in ToR section, but there were issues of ADS generation of MoEFCC. Now after ADS generation and with its reference, we are submitting our proposal. Though we are submitting this proposal in ToR section (with new Proposal No. IA/MH/NCP/62158/2017), kindly consider our case along with compliance in continuation with our prior proposal No. IA/MH/NCP/60136/2016.)

Thanking you,

Authorized signatory

Annexure 1:

Landuse of area:

Annexure III: Floor wise break up of construction area to be provided by architect in table format.

A AREA STATEMENT AREA IN SQ.MT.

1 Total Plot Area ( As per previous approval ) 66260.00

2 Deductions 14200.00

3 Balance Plot area ( 1 - 2 ) 52060.00

4 Amenity Plot( 15 % On 3 ) 7809.00

5 Net Plot area for FSI computation ( 3 - 4 ) 44251.00

6

RENTAL PLOT ( 25 % OF 5 )

SALE PLOT ( 75 % OF 5 )

11062.75 33188.25

7 Recreational Open Space ( 8 % On 6) 885.02 2655.06

8 Permissible F.S.I. 4

9 Permissible Built Up Area 44251.00 132753.00

Annexure IV:

Rental Compoment Layout

Layout for Sale Component:

Annexure V: Parking layout and fire engine layout plan

Two Wheeler Parking:

Fire Engine Movement plan at ground level

Fire Engine Movement plan at podium level

Annexure IV

Annexure VIII: Impact on Ambient Air Environment The establishment of an emissions inventory forms the basis for the impact assessment. The emissions inventory comprises the identification of sources of emission, and the quantification of each source’s contribution to ambient air pollution concentrations. An emission factor is a representative value that attempts to relate the quantity of a pollutant released to the atmosphere with an activity associated with the release of that pollutant. Particulate matter is the main pollutant of concern from demolition and construction activity. During operation phase NOx, SO2, CO and PM (PM10 & PM2.5) are pollutant of concern. Dispersion models compute ambient concentrations as a function of source configurations, emission strengths and meteorological characteristics, thus providing a useful tool to ascertain the spatial and temporal patterns in ground level concentrations (GLCs) arising from the emissions of various sources. Gaussian plume models are best used for near-field applications where the steady-state meteorology assumption is most likely to apply. The AERMOD model was used in this study. Impact Due To Construction Activity Proposed source of air pollution during construction phase is loading and unloading of construction material, emission due to construction vehicle movement, excavation, storage of excavated material etc. Details of emission from each source of emission during construction phase are as shown in Table below.

Table 4.1 -CONSTRUCTION PHASE AIR EMISSION

Sr.No Activity Formula for emission factor Unit Emission rate

1 Loading of debris into trucks

E=[0.0081{(100-m/ m)/m}1.4 {s/(100 / s)}0.4(uh* l)0.1]

m=moisture content of material(%) s=silt content of loading material(%) u=wind speed(m/s) h=drop height (m) l=size of loader (m3) E=emission (g/s)

g/s 0.0011

2 Unloading of debris

E=[1.76h1/2{(100-m)/m}0.2{(s/100-s)}2u0.8(cy0.1)]

m=moisture content of material(%) s=silt content of unloading material(%) u=wind speed(m/s) c= capacity of dumper (ton) y=frequency of unloading (nos./hr) h=drop height (m) E=emission (g/s)

g/s 16.4713

3 Truck transport E=[{(100 - m)/m}0.35 m=moisture content g/s/m 0.0057

of debris and construction material and waste

{us/(100 - s)}0.7 {0.5 + 0.1f + 0.42v)}10-3]

of road dust(%) s=silt content of road dust(%) u=wind speed (m/s) v=avg vehicle speed (m/s) f=frequency of vehicle movement (no/hr) Emission rate=g/s/m

4 Exposed Excavated Dump

E= {(100-m)/m}0.2{(s/(100-s))}0.1{u/(2.6+120u)}{a/(0.2+276.5a)}

m=moisture content of material(%) s=silt content of material(%) u=wind speed(m/s) a= area (km2) E=emission (g/s)

g/s 3.3814E-05

Simulation results Atmospheric dispersion models compute ambient concentrations as a function of source configurations, emission strengths and meteorological characteristics, thus providing a useful tool to ascertain the spatial and temporal patterns in the ground level concentrations (GLCs) arising from the emissions of various sources. Increasing reliance has been placed on concentration estimates from models as the primary basis for environmental and health impact assessments, risk assessments and emission control requirements. Dispersion modeling was undertaken to determine highest daily and study period incremental GLCs for each pollutant. These averaging periods were selected to facilitate the comparison of simulated pollutant concentrations with relevant air quality standards. It should be noted that the GLC iso pleths depicted present interpolated values from the concentrations simulated by AERMOD for each of the receptor grid points specified. Prediction of incremental concentration of pollutant for project is done using dispersion modeling. Software used for the current study is AERMOD VIEW. AERMET as a pre-processor was used to processes meteorological data and estimates the necessary boundary layer parameters for dispersion calculations. Hourly-surface observations data (referred from nearest IMD- Santacruz) were used as input for AERMET. Output file obtained from AERMET is a file of hourly boundary layer parameter estimates, and a file of multiple-level observations of wind speed and direction, temperature, and standard deviation of the fluctuating components of the wind. GLCs are obtained in µg/m3 for pollutants. Output of modeling gives concentration at uniform Cartesian receptors and discrete Cartesian receptors to get the resultant concentration with reference to baseline data Results of Modeling Dispersion modeling has been carried out for particulate matter for the different activities during construction phase. Concentrations of the same at monitoring locations are given

Table 4.2 -CONSTRUCTION PHASE EMISSION (GLC)

Location

GLC without mitigation ( µg/m3)

Concentration @75%of reduction

due to dust suppression ( µg/m3)

Concentration @90%of reduction

due to dust suppression

( µg/m3) Nearest Residential building (200 m from the project site)

86.15 21.537 8.615

A1 171.62 42.905 17.162

A2 11.18 2.795 1.118

A3 14.50 3.625 1.45

A4 5.76 1.44 0.576

A5 5.16 1.29 0.516

A6 2.68 0.67 0.268

Figure 4-1 Iso pleths-PM

Interpretation The modelling results predict the PM concentration of 171.62 µg/m3 at project site. Nearest residential buildings from the proposed project is at 200 m, the predicted concentration reaching the nearest resident is 86.15 µg/m3. However the predicted values are without any mitigation, considering the minimum reduction of 75% due to implementation program of dust suppression at site the value at site will be 42.90 µg/m3 and at nearest residential area will be 21.53 µg/m3 . Impact of proposed construction on the surrounding area will be negligible. Conclusion

Thus Impact of construction activity on surrounding will be negligible.

Impact Due To Proposed Project Emission Due To Operation Of Dg Set DG sets are proposed as a backup for each building for the project. Emission from the DG set is as mentioned

Table 4.3 -EMISSION DUE TO OPERATION OF DG SET

Description 500 KVA DG set for Rental Residential

component (2 Nos)

40 KVA DG set for rental

shops

600 KVA DG Set for sale

residential and club house

(3 Nos.)

285 KVA DG set for Sale

shops

380 KVA DG set for

residential sale

DG capacity (KVA) 500 40 600 285 380 Diesel consumption

(Lt/hr) 80 6.4 96 40 61

Sulfur content (%) 0.25 0.25 0.25 0.25 0.25 Nitrogen content (%) 0.08 0.08 0.08 0.08 0.08

Emission Rate (g/s)

PM10 0.0025 0.0002 0.0030 0.0012 0.0019

PM2.5 0.0015 0.0001 0.0018 0.0007 0.0011 SO2 0.0001 0.00001 0.0001 0.00005 0.00007 NOx 0.00005 0.000004 0.00006 0.00003 0.00005

Emission Due To Proposed Project Traffic Emission based on the daily trip generation from the proposed project is calculated and showing

Table 4.4 -PROJECT TRAFFIC EMISSION (g/s)

Name of the road PM NOx CO Valley Shilp Road 0.0012 0.0083 0.019

Incremental Concentration Due To Proposed Project Ground level concentration at monitoring location after operation of proposed project due to operation of DG set and project traffic is as shown below.

Table 4.5 Incremental Concentration due to proposed project

Location code Location Parameter

Max. Baseline

concentration Incremental Resultant NAAQS

A1 Project Site

PM10 72 0.2070 72.2070 100 PM2.5 48 0.1207 48.1207 60 NOx 28 0.2070 28.2070 80 SO2 10 0.0085 10.0085 80 CO 1.8 0.4725 2.2725 4

A2 Rohinjan Village

PM10 68 0.0209 68.0209 100 PM2.5 41 0.0121 41.0121 60 NOx 21 0.0305 21.0305 80 SO2 9 0.0007 9.0007 80 CO 0.7 0.0688 0.7688 4

A3 Sector 34

PM10 75 0.0684 75.0684 100 PM2.5 45 0.0407 45.0407 60 NOx 36 0.4058 36.4058 80 SO2 15 0.0006 15.0006 80 CO 1.3 0.9284 2.2284 4

A4 Taloja Village

PM10 82 0.0094 82.0094 100 PM2.5 47 0.0055 47.0055 60 NOx 32 0.0096 32.0096 80 SO2 13 0.0004 13.0004 80 CO 2.3 0.0214 2.3214 4

A5 Sector 10 Taloja

PM10 70 0.0122 70.0122 100 PM2.5 43 0.0072 43.0072 60 NOx 25 0.0606 25.0606 80 SO2 9 0.0002 9.0002 80 CO 1.4 0.1385 1.5385 4

A6 Taloja PM10 74 0.0048 74.0048 100 PM2.5 44 0.0028 44.0028 60 NOx 30 0.0164 30.0164 80

SO2 11 0.0001 11.0001 80 CO 1.5 0.0373 1.5373 4

Note : All units are in µg/m3 except for CO . Unit for CO is mg/m3

Figure 4-2 Iso pleths- Proposed Project Emission Conclusion The results shows there shall be no major change in the baseline concentration due to proposed project. All parameter after proposed development will be within the NAAQS limits.

INTRODUCTION (MBBR) MOVING BED BIO REACTOR Conventional waste water treatment technologies like submerged aerated fixed film (SAFF) reactor, Fluidized Aerobic Bio (FAB) reactor, Rotary biological contactors (RBC), Trickling filters or other activated sludge processes have inherent disadvantages of large area of operation, higher power inputs and constant operator attention. In line with our endeavor to introduce latest technologies related to Water & Waste water treatment, MBBR a Moving bed Bio rector using attached growth process for Waste water treatment. As compared to conventional technologies FMR media reactors are compact, energy efficient and user friendly. The MBBR process refers to the operation of activated sludge tanks in various configurations in a combination of 1) Suspended biomass, 2) MLSS (mixed liquid suspended solids) and 3) Attached biomass, which is attached to the MBBR media. Basic principle Flock forming organism’s form clusters or attach to available surfaces. The MBBR carrier material allows high biomass concentrations per cubic meter of material, which: • Increases the specific volumetric capacity of activated sludge tanks • Controls biomass activity • Reduces operating cost Sewage Characteristics Inlet Outlet BOD (ppm) 250 -300 5 COD (ppm) 400-500 20 TSS (ppm) 150 < 5 Oil and Grease < 20 < 10 Temperature (in degree Celsius)

25 – 30 25-30

Online PH Correction system

5.5-9 6.5-8

FMR /MBBR SCHEME The FMR/MBBR technology is a single tank design unit; incorporating

• A bar screen, • A specially designed tank with synthetic media, • A lamella settler, and • A chlorine contact tank.

The bar screen removes larger floating matter and suspended particles. Screened sewage flows into the MBBR tank, which contains the MBBR media. The MBBR media significantly increases the surface area for bacterial growth. Air is supplied through fine diffusers. Bacteria oxidise the organic matter present in the sewage. Oxidized sewage overflows in the lamella settler. Suspended particles in the treated wastewater settle, with a part of the settled sludge sliding back to the aeration tank. The lamella plates provide larger surface areas, thus reducing the settling tank size. Treated water overflows into a chlorine contact tank, wherein dosing hypochlorite solution through an electronic dosing system disinfects the treated water.

Advantages using MBBR • Significant reduction in space requirement due to high surface area & loading rate of

MBBR media. • Reduced power and operating costs • No Sludge recycle • No moving parts, less maintenance

MBBR is best suitable when • Designing a new wastewater treatment plants when operating cost & space are constraints. • Upgrading of existing wastewater treatment plants. • Operate plants in low temperature areas. • Reduce bulking problems in existing treatment plants. Applications of MBBR I) Decentralized compact sewage treatment plants for Residential complexes, / Hotels / Commercial Center’s / Office Premises / Industries and Rural Communities. II) Industrial wastewater treatment from: • Food & Beverage • Textiles • Pulp & Paper • Chemicals • Pharmaceuticals • Petro-Chemicals • Dairy Production

ANNEXURE - III PROCESS DETAILS Bar Screen: Raw sewage from the source is usually received into the bar screen chamber by gravity. Screen provided will remove all floating and big size matter such as plastic bottles, polythene bags, glasses, stones, etc., which may otherwise choke the pipeline and pumps. Oil and Grease Trap (Civil Construction) If the sewage generated includes maximum quantity from kitchen and canteen, there is a possibility of higher concentrations of oil and grease in the raw sewage. It needs to be removed before biological treatment as it otherwise may cause problems for biological treatment. Usually, a small civil construction tank with a baffle wall and slotted oil pipe skimmer is provided. The oil and grease removed by gravity floats to the surface, which is removed by the oil skimmer (by client). Equalization Tank (Civil Construction) Usually, sewage generation is more during morning hours and evening hours. Visually no sewage is generated during night hours. Any biological system needs constant feed for bacteria to work efficiently. Hence, it is important to put an equalization tank to collect the excess flow during peak hours and feed sewage in lean hours. A typical equalization tank has a capacity of 8 – 12 hours of average flow rate. The tank is generally of civil construction by client. Provision of air grid is to be made for thoroughly mixing the sewage to make it of homogenous quality and to keep the suspended matter in suspension and to avoid septic conditions. Transfer of Sewage IEI’s scope starts from transfer of sewage from Equalization Tank to MBBR tank. The distance of Transfer should not exceed beyond 5 meter. The transfer pump can be either submersible or non-submersible type for this application. However IEI has considered centrifugal non-submersible type. The layout shall be as per IEI standard. The pump should not run dry and Client to ensure sufficient sewage is available in the Equalisation Tank. Moving Bed Bio Reactor(MBBR) Moving Bed Bio Rector(MBBR) as the name indicates consists of floating media of various Shapes and sizes. The main objective of adding this media is to make available more surfaces Area for bacteria to grow on, thereby maintaining and retaining maximum possible bacterial Population in a limited volume. The MBBR media material allows biomass concentration of 20 – 40 Kgs/m3 material. Thus, FMR consists of combination of biomass in attached as well as suspended form. High concentration of biomass enables reduction of aeration tank and in turn reduction in overall cost. Volume of the media shall vary from 6 to 25 % based on the Concentration of organic matter. Another main feature of the MBBR is its compactness. The MBBR consists of biological system for removal of organic matter (BOD, COD), lamella for clarification and chlorine contact tank for

disinfection. As all units are placed inside a single tank, it saves space and also increases operational ease. In MBBR, raw sewage enters at the top of the tank. Air is introduced at the bottom of the tank through fine bubble diffusers. Media will be in suspension because of the turbulence created by the air. The bacteria required for the oxidation of the organic matter is attached to the media and some part is suspended in the tank. After oxidation, the bacteria grow in number and need to be separated from the aeration tank liquor. The lamella section inside the MBBR helps in clarification and separation of the bacteria (sludge) and clear overflow flows into chlorine contact tank. Lamella plates helps in increasing the settling area and removing the particles effectively in a smaller plan area. In chlorine contact tank, Sodium hypo Chlorite (NaOCl) is added for disinfecting the clarified sewage. Baffle plates are provided to make better contact. The chlorinated treated sewage then flows out of MBBR either for further treatment or for disposal. Treated Water Collection Tank: The treated water collection tank can be of civil construction by client in case required. The treated water can be collected either from the chlorination chamber in Scheme I or from Activated Carbon Filter in Scheme II. Sludge: The sludge from the Clarifier to be removed from the bottom of the Clarifier once in a day by client and transferred to sludge drying bed either by gravity or through pump depending on site condition. Before starting the Desludging, shut off the aeration for 30 minutes and allow the sludge to concentrate at the bottom. After concentration, the bottom sludge valve can be open to drain the required quantity of sludge. An air scour pipe is provided to dislodge any media choking the drain outlet. Open the air scour valve for short time to remove the clog.

FLOW DIAGRAM

BAR SCREEN CHMBER

OIL & GREASE TANK

GRIT TANK (CIVIL)

EQUALISATION TANK

FMR/MBBR FEED PUMP AIR BLOWER

MBBR TANK (CIVIL) NaOCl DOSING TANK

NaOCl DOSING PUMP

FILTER FEED WATER TANK (CIVIL)

MGF FEED PUMP

MULTIGRADE FILTER

ACTIVATED CARBON FILTER

TREATED WATER TANK

Annexure X: No Recharge pits have been provided. PP has provided RWH tank. Details are as follows. Rental Component:

AVRAGE ANNUAL INTENSITY OF RAINFALL : MTRS./HR 0.05

AREA NAME

BUILDING 1 ROOF SQM. 2132

BUILDING 1 ROOF SQM. 595

TOTAL AREA OF ROOF 'RENTAL' SQM. 2727

RUN-OFF COEFFICIENTS :

ROOF 0.9

DISCHRARGE (Q)

ROOF CUM./ HR. 123

TOTAL 123

ASSUMING RETENSION TIME HRS 2.0

RAIN WATER HARVESTING TANK CAPACITY CUM 245

SAY RAIN WATER HARVESTING TANK CUM 245

Sale Component:

Average annual intensity of rainfall MTRS./HR (DAY) 0.05

Area name

Area of roof tower 'Napoleon' SQM. 1140

Area of roof tower 'Alexander' SQM. 1140

Area of roof tower 'Caesar' SQM. 1140

Area of roof tower 'Cleopatra' SQM. 1140

Area of roof tower 'Charles' SQM. 1140

Area of roof tower 'Elizabeth' SQM. 1140

Area of roof club house SQM. 624

Run-off coefficients : 0.9

Discharge (q)

Roof CUM./ HR.(DAY) 335.9

Total 335.9

Assuming retention time hrs 2

Rain water harvesting tank capacity CUM 672

Say rain water harvesting tank CUM 675

Say rain water harvesting Napoleon and Alexander tank 1 CUM 206

Say rain water harvesting Caesar and Cleopatra tank 2 CUM 206

Say rain water harvesting Charles and Elizabeth and club house tank 3 CUM 206

Say rain water harvesting club house tank 4 CUM 56

Annexure 11:

Sale Component:

SR. AVG. AVG. AVG.

NO. LOAD DESCRIPTION KW QTY.

HRS./DAY

KWH/DA

Y

1.0 SALES BLOCK:

a 2 BHK SMALL FLAT 6.80

204.00

8.00

11,097.60

b 2 BHK BIG FLAT 7.50

410.00

8.00

24,600.00

c 3 BHK SMALL FLAT 8.60

372.00

8.00

25,593.60

d 3 BHK BIG FLAT 9.30

354.00

8.00

26,337.60

e 4 BHK FLAT 11.20

104.00

8.00

9,318.40

1.1a Passenger Lifts 22.00

18.00

8.00

3,168.00

1.1b Service lifts 30.00

6.00

4.00

720.00

1.2a Common Areas Lighting & Small Power - full load for 8 hours

249.70

1.00

8.00

1,997.60

1.2b Common Areas Lighting & Small Power - 50% load for - 4hours

124.85

1.00

4.00

499.40

1.2c Common Areas Lighting & Small Power - 25% load for 4 hours

62.43

1.00

4.00

249.70

1.3 Club house 444.00

1.00

5.00

2,220.00

1.4a Compound/Street Lighting - full load for 4 hours 35.40

1.00

4.00

141.60

1.4b Compound/Street Lighting - 50 % load for 4 hours 3.00

1.00

4.00

12.00

1.4c Compound/Street Lighting - 25% load for 4 hours 1.50

1.00

4.00

6.00

1.5 Plumbing load 136.95

1.00

3.00

410.85

1.6 STP 82.00

1.00

20.00

1,640.00

1.7 Commercial area:

a Offices - Lighting 29.90

1.00

8.00

239.20

b Offices - Power 37.00

1.00

8.00

296.00

c Offices - HVAC 141.88

1.00

8.00

1,135.04

Office Areas Lighting & Small Power - full load for 8 hours 66.90

1.00

8.00

535.20

Office Areas Lighting & Small Power - 50% load for - 4hours 33.45

1.00

4.00

133.80

Office Areas Lighting & Small Power - 25% load for 4 hours 16.73

1.00

4.00

66.90

Therefore Average KWH/Day: 110,418.49

Therefore Average KWH/Annum: 40,302,749.95

REDUCTION IN CONSUMPTION BY USING ENERGY SAVING MEASURES

BY USING LED/CFL / T5 LAMPS & ELECTRONIC BLAST

Basis - lamp comparision Diff between 20W LED and 36W T8 lamp 16 W which comes to 44% Diff between 28W T5 and 36W T8 lamp 8 W which comes to 22% Diff between 18W CFL and 20W T8 lamp 2 W which comes to 10% Hence overall saving can be considered as 22% Basis - ballast comparision

Watt losses for VPIT copper ballast compared to electronic ballast

5 W which comes to 15% for T5 and 21% for CFL

Hence overall saving can be considered as 18%

Area

Per day unit

consumption

Saving percenta

ge

Per day unit

consumption with saving

s

Savings in units per

day

A Savings due to lamp

1.0 Common Area Ltg. & Club House 4,359.20

22.00

3,400.18

959.02

2.0 Apartment internal ligting load - app 1 KW for apartment @8hours per day 5776

22.00

4,505.28

1,270.72

Commercial

Commercial internal ligting load - app 1 KW @8hours per day

239.20

22.00

186.58

52.62

B Savings due to electronic ballast

1.0 Common Area Ltg. & Club House 4,359.20

18.00

3,574.54

784.66

3.0 Apartment internal ligting load - app 1 KW for apartment @8hours per day 5776

18.00

4,736.32

1,039.68

3.1 Commercial

Commercial internal ligting load - app 1 KW @8hours per day

239.20

18.00

196.14

43.06

C Savings due to timer / sensor

1.0 Savings in rental tower common lighting and external lighting due to timers

Refer 1.2a/b/c and 1.4 a/b/c above where by for total 12 hours operation of common area - where by time slots for 100% - 50% and 25% load is done and savings of 50% and 75% is achived for

4 hours slots each respectively.

3,511.30

D Savings within apartment with use of Star rated geysers and AC

1.0 Motor load for 24 lifts + all pumps plumbing and STP -5427KW

at 0.8 P.F. - load is 6780 KVA,

where as at 0.98 p.f. load is

5535KVA - where by saving in

consmption shall be 15%

Total units consumed

by this equipments item no

1.1a +1.1b+1.5+

1.6 above

per day = 5427 units

814.05

1.1 Star Rated Acs in FLAT

Total AC load is13691.49 x 8 hrs

KW= 109532 - where by saving in consmption shall

be 15%

16,429.80

1.2 VRV Acs in Offices

Total AC load is141.88 KW x 8

hrs =1135.04 where by saving in consmption shall

be 30%


by this equipments above

per day = 147.2 units

340.51

E Saving due to Solar Lights

1.0 Apartment internal ligting & Fan load - app 0.1 KW for each apartment @3hours per day(two lights and one fan)

item No 1 c 1444 units @ 2.5

Hrs/day.

Total units consumed by

Solar panel x 2.5

Hrs.per day = 361 units

361.00

Therefore Average KWH/Day Saving: 25,606.42

Therefore Average KWH/Annum Saving: 9,346,344.03

THEREFORE AVERAGE ANNUAL ENERGY SAVINGS IN %: 23%

NOS. OF SOLAR PANELS PROPOSED NOS. 394.00

The 50% solar power will be connected to the grid.

SIZE OF SOLAR POWER PANEL

2MX1.2MT

TOTAL AREA COVERED BY THE SOLAR POWER PANELS SQ.FT

10,175

2 TOTAL LOAD KWS 14,063.88

3 TOTAL LOAD ON SOLAR PANEL KWS 144.10

4 % SAVINGS ON ONLY SOLAR PANELS 1.02

5 % SAVINGS ON ONLY SOLAR PANELS 1.02% SOLAR HOT WATER PANELS

CAESER 38.00

NAPOLEAN 38.00

CHARLES 36.00

ALEXANDER 42.00

CLEOPATRA 44.00

ELIZABETH 44.00

CLUB HOUSE 42.00

TOTAL SOLAR HOT WATER PANEL ON TERRACE 284.00

SIZE OF SOLAR HOT WATER PANEL

2MX1.2MT


7,334

TOTAL SOLAR HOT WATER FOR BATHING

34,648.00

LTRS

TOTAL KCAL @ 60deg Cent.=34648X(60-25) 1212680 Kcal.

Electrical power required per day 1422 KWs

TOTAL SAVING OF UNITS PER DAY 1422 KWH - UNITS

ANNUAL SAVINGS THROUGH SOLAR PANELS FOR 240 DAYS

341200

KWH - UNITS

THEREFORE ADDITIONAL AVERAGE ANNUAL ENERGY SAVINGS WITH SOLAR WATER HEATING IN %:

0.85%

Rental Component:

SR.

AVG. AVG. AVG.

NO.

LOAD DESCRIPTION KW QTY.

HRS./DAY

KWH/DA

Y

1.0 SALES BLOCK:

1.0a

1-BHK Flats 4.20

1,259.00

8.00

42,302.40

1.1a

Passenger Lifts 22.40

11.00

6.00

1,478.40

1.2a

Staircase Lighting 5.23

1.00

8.00

41.84

1.3a

Common Areas Lighting & Small Power - full load for 8 hours 93.32

1.00

8.00

746.56

1.3b

Common Areas Lighting & Small Power - 50% load for - 4hours 46.66

1.00

4.00

186.64

1.3c

Common Areas Lighting & Small Power - 25% load for 4 hours 23.33

1.00

4.00

93.32

1.4a

Compound/Street Lighting - full load for 4 hours 5.00

1.00

4.00

20.00

1.4 Compound/Street Lighting - 50 % load for 4 hours

3.00

1.00 4.00

12.00

b

1.4c

Compound/Street Lighting - 25% load for 4 hours 1.50

1.00

4.00

6.00

1.5 Plumbing load

167.00

1.00 3.00

501.00

1.5 STP

45.00

1.00 20.00

900.00

1.6 Commercial area:

a Offices - Lighting 3.90

1.00

8.00

31.20

b Offices - Power 4.80

1.00

8.00

38.40

c Offices - HVAC 18.40

1.00

8.00

147.20

Office Areas Lighting & Small Power - full load for 8 hours 8.70

1.00

8.00

69.60

Office Areas Lighting & Small Power - 50% load for - 4hours 4.35

1.00

4.00

17.40

Office Areas Lighting & Small Power - 25% load for 4 hours 2.18

1.00

4.00

8.70

Therefore Average KWH/Day: 46,600.66

Therefore Average KWH/Annum: 17,009,240.90

REDUCTION IN CONSUMPTION BY USING ENERGY SAVING MEASURES

BY USING LED/CFL / T5 LAMPS & Electronic ballast:

Basis - lamp comparision Diff between 20W LED and 36W T8 lamp 16 W which comes to 44% Diff between 28W T5 and 36W T8 lamp 8 W which comes to 22% Diff between 18W CFL and 20W T8 lamp 2 W which comes to 10% Hence overall saving can be considered as 22% Basis - ballast comparision

Watt losses for VPIT copper ballast compared to electronic ballast

5 W which comes to 15% for T5 and 21% for CFL

Hence overall saving can be considered as 18%

Area

Per day unit

consumption

Saving percenta

ge

Per day unit

consumption with saving

s

Savings in units per

day

A Savings due to lamp

1.0 Common Area Ltg. & Club House

808.40 22.00

630.55

177.85

3.0

Apartment internal ligting load - app 1 KW for apartment @8hours per day 5036

22.00

3,928.08

1,107.92

Commercial

Commercial internal ligting load - app 1 KW @8hours per day 31.20

22.00

24.34

6.86

B Savings due to electronic ballast

1.0 Common Area Ltg. & Club House

808.40 18.00

662.89

145.51

3.0

Apartment internal ligting load - app 1 KW for apartment @8hours per day 5036

18.00

4,129.52

906.48

3.1 Commercial

Commercial internal ligting load - app 1 KW @8hours per day 31.20

18.00

25.58

5.62

C Savings due to timer / sensor

1.0

Savings in rental tower common lighting and external lighting due to timers

Refer 1.3a/b/c and 1.4 a/b/c above where by for total 12 hours operation of common area - where by time slots for 100% - 50% and 25% load is done and savings of 50% and 75% is achived for

4 hours slots each respectively.

1,235.16

D Savings within apartment with use of Star rated geysers and AC

1.0 Motor load for 11 lifts + all pumps plumbing and STP -2789KW

at 0.8 P.F. - load is 3486.75 KVA, where as at 0.98

p.f. load is2846.33KVA -

where by saving in consmption shall

be 15%


by this equipments item no

1.1a + 1.4 + 1.5

above per

day = 2789 units

418.35

1.1 Star Rated Acs in 1 BHK Flats

Total AC load is 4504 x 8 hrs KW= 36032 - where by

saving in consmption shall

be 15%

5,404.80

1.1 VRV Acs in Offices

Total AC load is 18.4 KW x 8 hrs =147.2 where by

saving in consmption shall

be 30%


by this equipments above

per day = 147.2 units

44.16

E Saving due to Solar Lights

1.0

Apartment internal ligting & Fan load - app 0.1 KW for each apartment @3hours per day(two lights and one fan)

item No 1 c 125.9 Kws @ 3 Hrs/day.

Total units consumed by

Solar panel x 3

Hrs.per day =377.

70 units

377.70

Therefore Average KWH/Day Saving: 9,830.41

Therefore Average KWH/Annum Saving: 3,588,099.65

THEREFORE AVERAGE ANNUAL ENERGY SAVINGS IN %: 21.10%

NOS. OF SOLAR PANELS PROPOSED 254.00

The 50% solar power will be connected to the grid.


6,559

2 TOTAL LOAD KWS 6,015

3 TOTAL LOAD ON SOLAR PANEL KWS 126

4 % SAVINGS ON ONLY SOLAR PANELS 2.09

5 % SAVINGS ON ONLY SOLAR PANELS 2.09%

SOLAR HOT WATER PANELS

BUILDING 1 982 164

BUILDING 2 277 46

TOTAL SOLAR HOT WATER PANEL ON TERRACE 210

TOTAL SOLAR HOT WATER FOR BATHING 25,200 LTRS

TOTAL KCAL @ 60deg Cent.=25200X(60-25) 882000 Kcal.

Electrical power required per day 1034 KWs

TOTAL SAVING OF UNITS PER DAY 1034 KWH - UNITS

ANNUAL SAVINGS THROUGH SOLAR PANELS FOR 240 DAYS

248159

KWH - UNITS

THEREFORE ADDITIONAL AVERAGE ANNUAL ENERGY SAVINGS WITH SOLAR WATER HEATING IN %:

1.46%

Annexure 12:

Waste generation:

Sr. No. Particular Occupancy Quantity (kg/day)

Biodegradable Non biodegradable

Total

1 RENTAL BUILDING

Residential 5036 1511 1007 2518

Shops & BWS 280 22 34 56

TOTAL 5316 1533 1041 2574

2 SALE BUILDING

Residential 7324 2197 1465 3662

Shops & clubhouse 1730 284 139 423

TOTAL 9054 2481 1604 4085

GRAND TOTAL 14370 4014 2645 6659

Management: Details of OWC

RENTAL BUILDING

OWC CALCULATION

TOTAL WASTE PER DAY-KG 2574

WASTE PER BINS IN KG/DAY 50

2574/50

NOS OF BINS 52

AREA REQUIRED PER BINS SQ.MT 1.5

Area required for for bins sq.mt 78

SURROUNDING SPACE FOR MANURE STORGE SQMT

78

MACHIN MODLE

OWC 1000& OWC 500 & OWC 50

QTY OF OWC 1000 M/C 1


QTY OF OWC 50 M/C 1

AREA OF 1 NOS. OWC 1000 21



2)TOTAL AREA FOR M/C 38

3)MAINTAINANCE SPACE 15

TOTAL SPACE FOR OWC 131

SALE BUILDING

OWC CALCULATION

TOTAL WASTE PER DAY-KG 4085

WASTE PER BINS IN KG/DAY 50

4085/50

NO OF BINS 82

AREA REQUIRED PER BINS 1.5

Area required for bins sq.mt 123

SURROUNDING SPACE FOR MANURE STORGE SQMT

123

MACHIN MODLE

OWC 800& OWC 100



AREA OF 3 NOS. OWC 800 53.25

AREA OF 1 NOS. OWC 100 4.76

2)TOTAL AREA FOR M/C 58.01

3)MAINTAINANCE SPACE 23.204

TOTAL SPACE FOR OWC 204

Area Earmarked: Rental Component

Sale Component:

Annexure XIII:

Management of excavated soil:

Activity Quantity Units

Excavation quantity 600 Cu mtr

Quantity of waste to be used for refilling/ road/top soil

All the excavation quantity shall be used in the plot leveling Cu. Mtr

Quantity to disposed off -do- Cu. Mtr

No of vehicle to be deployed in morning and after noon

Nil Nos

No. of Days required to lift Nil days

Excavation period NA days

MoEF&CC ENVELOPE STUDIES

Project Name Sai World Empire

Location

Panvel, Raigad, Navi Mumbai

Project Proponent

Paradise Group

TRANSVENLEADING CHANGE

2

COMPARISON BETWEEN: ASHRAE DESIGN AND ACTUAL BUILDING DESIGNThe table below highlights the parameters stated by ASHRAE 90.1 - 2007, along with the proposed residential building envelope parameters, for the Sai World Empire project coming at Panvel, Navi Mumbai.

Comparison of Proposed Design v/s Baseline Design

Model Input

Parameter

ASHRAE Base case

Parameters

Proposed Building

DesignCompliance

(Yes/No)

Exterior Wall

Construction

Walls, Above Grade:

Steel framed – U

value – 0.705 W/m2K

AAC Blocks 225 mm –

U value – 0.683 W/m2KYes

Roof

Construction

Insulation entirely

above deck – U

value: 0.273 W/m2K

Brick-Bat-Coba with

cement concrete

U-value – 3.195 W/m2K

No

Roof Finish

Solar Reflectance 0.7

Solar Emittance –

0.75

China Mosaic Tiles:

Solar Reflectance 0.7

Solar Emittance – 0.75

Yes

Fenestration

type_

Single Glazed Unit –

Saint Gobain SGG

Planilux 6 mm

NA

Fenestration

SHGC0.25 0.82 No

Fenestration

U-value6.81 W/m2K 5.7 W/m2K Yes

Fenestration

VLT

0.27 (ECBC) - for

WWR range 0-0.30.88 Yes

Shading

Devices_

Yes – As per Actual

Building DesignYes

Wall Assembly Details

Material

Layer Thickness

Thermal Conductivity,

K

Thermal resistance, R

(m) (W/m-K) (m2-K/W)

Plaster 0.018 0.51 0.035

AAC Blocks 0.225 0.16 1.406

Plaster 0.012 0.51 0.024

Total R Value 1.465

Total U Value (1/R) (W/m2-K) 0.683

Roof Assembly Details

Material

Layer Thickness

Thermal Conductivity

Thermal resistance

(m) (W/m-K) (m2-K/W)

Tiles 0.018 1.1 0.016

Cement Screed

0.035 1.4 0.025

Brick Bat Coba

0.11 0.625 0.176

Concrete 0.15 1.9 0.079

Cement 0.012 0.72 0.017

Total R Value 0.313

Total U Value (1/R) (W/m2-K) 3.195

TRANSVENLEADING CHANGE

3

SUMMARYThe comparison of the results show that the project buildings are almost in compliance with ASHRAE standards – to meeting and exceeding energy savings – by comparing the Base Case with the Actual (Proposed) Building. These standards shall be met through various different measures and trade-offs between major building components – such as building orientation, use of AAC blocks, overhangs and reflective china mosaic roof.

To summarize as per ECBC Table 4.3, the measures implemented for the project are as given below.

WARM AND HUMID CLIMATE ZONE

Thermal Requirements Physical Manifestation

Decrease exposed surface area Orientation and shape of building

Increase thermal resistanceReflective surface of roof

Increase wall insulation

Increase buffer spaces Balconies and verandas

Increase shading Walls, glass surfaces protected by overhangs, fins

Increase surface reflectivity Pale colour, glazed china mosaic tiles

Reduce solar heat gain Provided shading for windows

Annexure XV:

Green Belt Plan;

FORM-1 (I) Basic Information

Sr. No

Item Details

1 Name of the Project SAI WORLD EMPIRE- Residential Project

2 S. No. in the Schedule 8(b)B1 Townships and Area Development projects. 3 Proposed capacity/area /length/tonnage to be

handled/command area/lease area/ number of wells to be drilled

Total plot area: 66,260 sq.mt FSI area 1,76,768.06 m2 Non FSI area 2,20,019.90 m2 Total Construction area: 3,96,768.41 m2

4 New/Expansion/Modernization New Project • The proposed project is a new project.

5 Existing Capacity/Area etc. The proposed building has plot measuring 66,260 sq.mt and total construction area 3,96,768.41Sq.m and building configuration : Sale component - 6 Nos. Configuration – G+P1 TO P3+34 floors G+P1 TO P3+35 floors Rental component - 3 Nos. Configuration – G + 23 floors G + 22 floors

6 Category of Project i.e. ‘A’ or ‘B’ ‘B’ 7 Does it attract the general condition? If Yes,

Please specify Not Applicable

8 Does it attract the specific condition? If yes, Please specify

Not applicable

9 Location Plot/Survey/Khasra No. PLOT BEARING S.NO.93/2+4, 93/3 ,

94/1,94/2,94/3A,94/3B,94/4,102/1A,102/4,102/5A/2,102/5B,102/5C,103/1A,103/2B,103/3,93/1,102/5A/1,102/1B,102/3,103/2A,103/1B,103/1C

Village Rohinjan Tehsil Panvel District Raigad State Maharashtra

10 Nearest railway station/airport along with distance in km.

Taloje Panchnand Railway Station – 1.52 km

11 Nearest Town, City, District Headquarters along with distance in km.

Mumbai

12 Village Panchayats, ZillaParishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given)

Panvel Municipal Corporation from October,2016

13 Name of the applicant M/s. Paradise Superstructures 14 Registered Address 1701, Satra Plaza, Plot No. 19 & 20, Sector – 19D,

vashi, Navi mumbai 15

Address for correspondence: As above Name Mr. Umesh Kumar Designation(Owner/Partner/CEO) Address As above Pin Code 400705 E-mail [email protected] Telephone No. 022-276839000 Fax No. None

16 Details of Alternative Sites examined, If any. Location of these sites should be shown on a topo sheet

Till date No alternative sites examines as the development is as per development plan

17 Interlinked Projects No. 18 Whether separate application of interlinked

project has been submitted? Not Applicable

19 If yes, date of submission Not Applicable 20 If no, reason Not Applicable 21 Whether the proposal involves

approval/clearance under: if yes, details of the same and their status to be given. The Forest (Conservation) Act, 1980? The Wildlife (Protection) Act, 1972? The C.R.Z. Notification, 1991?

Not Applicable

22 Whether there is any Government Order/Policy relevant/relating to the site?

No

23 Forest land involved (hectares) No 24 Whether there is any litigation pending

against the project and/or land in which the project is propose to be set up? Name of the Court/ Case No./ Orders/directions of the Court, if any and its Relevance with the proposed project.

No

* Capacity corresponding to sectorial activity (such as production capacity for manufacturing, mining lease area and production capacity for mineral production, area of mineral exploration, length for linear transport infrastructure, generation capacity for power generation etc.)

(II) Activity

1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)

Sr. No.

Information/Checklist Confirmation

Yes/No Details thereof (with approximate quantities/ rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

No The Proposed development is as per the the notification of Govt. dated 22.09.2016 i.e. Rental Housing Scheme.

1.2 Clearance of existing land, vegetation and building?

No No Cutting of trees

1.3 Creation of new land uses No Not envisaged. 1.4 Pre-construction investigations

e.g. bore houses, soil testing? Yes Geo-Technical investigations have been carried

out. 1.5 Construction Works? No No construction work has been carried out till date for

proposed project. There will construction of Residential cum commercial building Building Type : Residential cum Commercial No of Buildings (Sale component) – 6 Nos, No of Floors – G+P1 TO P3+35 floors G+P1 TO P3+34 floors No of Buildings (Rental component) – 3 No, No of Floors – G + 23 floors & G + 22 floors

1.6 Démolition Works? Yes Few existing structures to be demolished 1.7 Temporary sites used for

construction works or housing of construction workers?

Yes Temporary housing will be provided for workers during construction phase.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations.

Yes Proposed construction includes configuration: No of Buildings (Sale component) – 6 Nos, No of Floors – G+P1 TO P3+35 floors

G+P1 TO P3+34 floors No of Buildings (Rental component) – 3 No, No of Floors – G + 23 Floors & G +22 floors the maximum height of the building – 127.15 m

Sr. No.



1.9 Underground works including mining or tunneling?

No Not Applicable

1.10 Reclamation works? No Not Applicable 1.11 Dredging? No Not Applicable 1.12 Offshore structures? No Not Applicable 1.13 Production and manufacturing

Process? No Not Applicable

1.14 Facilities for storage of goods or materials?

Yes Separate raw material storage yard will be provided which will be temporary. Construction Phase: • Cement will be separately stored under cover in

bales. • Sand will be stacked neatly under tarpaulin

cover. • Bricks and steel will be laid in open.

Operation Phase: Biodegradble solid waste shall be stored temporarily in segregated manner. Non Biodegradable Solid waste shall be handed over to recyclers. Storage area for solid waste, Manure and Sludge will be provided.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes Particulars

Quantity(Kg/Day)

Biodegradable waste 4014 Non-Biodegradable waste

2645

Total Solid waste 6659

Treatment & Disposal : • The biodegradable waste will be treated in an

OWC Manure obtained shall be used as manure for landscaping.

• Non- Biodegradable waste will be handed over to recyclers.

• Sewage sludge will be used as manure for gardening.

• Wastewater (1616 KLD) will be treated in STP of capacity 1650 KLD. Treated water

Sr. No.



will be utilized as follows; Flushing 592 KLD Gardening 71 KLD

1.16 Facilities for long term housing of operational workers?

No Not Applicable

1.17 New road, rail or sea traffic during construction of operation?

No Access through 30 m wide road. There is a proposal of Metro Rail network which is in progress. The construction and augmentation of road will go as per requirement. Will be no new road and rail constructed.

1.18 New road, rail, air, waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc.?

No As above. Infrastructure facility is augmented from time to time by the Gov. authority.

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No There will be no diversion or closure of the existing transport routes and infrastructure.

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No No impoundment, damming, culverting, realignment or other changes to the hydrology of surface water courses is envisaged.

1.22 Stream crossings? No Not Applicable 1.23 Abstraction or transfers of water

from ground or surface waters? No Water requirement in construction phase will be

met by outsourcing water tanker. Total water requirement of 1121+700=1821 KLD will be met from MJP/ recycled water during operation phase.

1.24 Changes in water bodies or the land surface affecting drainage or run-off.

No The project location is in well-developed urbanized area. SWD network is available around the project. SWD network designed for project shall be connected to the SWD provided by corporation. This will be in line with the natural drainage pattern of area and the same shall be approved by corporation.

1.25 Transport of personnel or Yes There will be transport of construction materials

Sr. No.



materials for construction, operation or decommissioning?

and some personnel (construction staff). However there will be provision of Labour quarters in project site to minimize transportation during construction

1.26 Long-term dismantling or decommissioning or restoration works?

No Not Applicable

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No Very meager quantity of deconstruction work will not have any negative impact on the environment.

1.28 Influx of people to an area in either temporarily or permanently?

Yes Construction Phase: Around 100 labors will be deployed at site during peak construction phase. 50 shall be provided with temporary housing facilities. Operation Phase: On completion of the project, there will be regular movement of residents, visitors, staff and related personals. Total population is expected to be Residential: 12360 Nos. Commercial, BWS & clubhouse: 2010 Nos.

1.29 Introduction of alien species? No All proposed species are endemic. 1.30 Loss of native species or genetic

diversity? No No. there is no vegetation clearance

1.31 Any other actions? No Not applicable. 2. Use of Natural resources for construction or operation of project (such as land, water, materials or energy, especially any resources which are non-renewable or in short supply).

Sr. No.



2.1 Land specially undeveloped or agricultural land (ha)

No As per the approved DP Project site is earmarked as for residential use. Agricultural land not involved.

2.2 Water (expected source & competing users) unit KLD

Yes Construction Phase: Around 100 labors will come to site during peak construction phase. 50 shall be provided with temporary housing facilities. The water demand 13.5 KLD will be met by water tankers.

Sr. No.


Yes/No Details thereof (with approximate quantities/ rates, wherever possible) with source of information data Operation Phase Total water demand of the project is expected to be 1121+700=1821 KLD

Domestic 1138 KLD Flushing 592 KLD Gardening 71KLD

Water requirement will be met by the MJP/Recycled water. 2.3 Minerals (MT) No -- 2.4 Construction material –

stone, aggregates, and/soil (expected source-MT)

Yes The construction materials will be procured from local vendors.

2.5 Forests and timber (source-MT)

No --

2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (KW)

Yes • Operation Phase : Connected Load: 32947+14203=47150 Kw Maximum Demand: 14218+6015=20233 Kw

2x625 kva+1X600kva+1x285kva,+1x500 kva +1x385 kva+1X40kva are proposed as backup during power failure.

HSD will be used as fuel to run standby D.G. sets. 2.7 Any other natural

resources (use appropriate standard units)

No --

3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health

Sr. No.



3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

No No

Sr. No.



3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)

No Hygiene practices, pest control activities during construction and operation phases shall be taken. Care will be taken to avoid any water accumulation to avoid water borne deceases

3.3 Affect the welfare of people e.g. by changing living conditions?

Yes Increases the aesthetic value of living of the area by providing all basic infrastructure

3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.,

No There are no direct receptors as there is no vulnerable group of people next to the project.

3.5 Any other causes No -

4 Production of solid wastes during construction or operation or decommissioning (MT/month)

Sr. No.



4.1 Spoil, overburden or mine wastes

No Not Applicable.

4.2 Municipal waste (domestic and or commercial wastes)

Yes Particulars Quantity (Kg/Day)

Biodegradable waste 4041 Non-Biodegradable waste 2645 Total Solid waste 6659 Type of Waste Treatment

Total Solid Waste Generated

-

Biodegradable Will be converted to compost using Mechanical composter

Non-Biodegradable

Handed over to authorize recycler for further handling and disposal.

E waste Authorize vendor shall be appointed for the collection

Sr. No.



and for final disposal.

4.3 Hazardous wastes (as per hazardous waste management rules)

No NA

4.4 Other industrial process wastes

No NA

4.5 Surplus product No NA

4.6 Sewage sludge or other sludge from effluent treatment

Yes Sludge form treatment plant shall be used as manure.

4.7 Construction or demolition wastes

Yes There shall be demolition/ deconstruction:

(Dismantling of labor camps currently present onsite.) Construction waste

4.8 Redundant machinery or equipment

No There will not be any redundant machinery.

4.9 Contaminated soils or other materials

No No

4.10 Agricultural wastes No NA 4.11 Other solid wastes No -

5.Release of pollutants or any hazardous, toxic or noxious substances to air (kg/hr)

Sr. No.



5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

No Such practices of emissions from combustion of fossil fuels shall not been entertained.

5.2 Emission from production processes

NA NA

5.3 Emissions from materials handling including storage or transport

Yes Throwing materials from higher level shall be avoided to reduce dust generation. Material storage shall be constructed at easily accessible point. Use of lifts during construction shall be advised to avoid accidents. Water sprinkling, installation of wind breakers in the form of site barricades, paved roads shall mitigate the impact. Sewage shall be treated in STP and waste shall be treated in OWC to avoid creation of unhealthy environment.

5.4 Emissions from construction activities including plant and equipment

Yes

5.5 Dust or odors from handling of materials including construction materials, sewage and waste

Yes

5.6 Emissions from incineration of waste

No NA

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)

No No such practices shall be adopted on site.

5.8 Emissions from any other sources

No No

6 Generation of Noise and vibration, and emissions of Light and heat.

Sr. No.



6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes There will be impact of noise during construction phase due to the use of machineries All the machineries used will be as per the standards for less noise generation . Adequate precaution to avoid transmission of noise from project site to outside area. Detailed list of equipment and subsequent noise generation has been given in the EIA report chapter IV

6.2 From industrial or similar processes

No NA

6.3 From construction or demolition

Yes There will be noise generation during construction phase due to the use of machineries Mitigation measures:

• Noisy work shall be carried out during daytime only • Vehicles deployed to the site shall be monitored for

proper maintenance through contractor • Machineries and equipment’s shall be maintained as

per manufacturers instruction • The contractor of material transportation shall be

advised to identify the time in the day for vehicular transportation and avoid queuing of trucks in and outside of the site.

• Workers working in the noisy area shall be provided with PPEs.

6.4 From blasting or piling No As per applicability, and within the permissible rules. 6.5 From construction or

operational traffic Yes During construction phase transportation of material shall

create noise. These transportation activities shall be occurred

only during non-peak hours.

During operation phase, there will be regular generation of

noise from vehicular transportation. Operation of standby

DG sets will generate noise.

Mitigation measures:

Sr. No.



• Acoustic enclosure should be provided to the D.G set

• Proper traffic vehicular movement should be

maintained and Banning of honking

6.6 From lighting or cooling

systems - NA

6.7 From any other sources No -

7 Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea

Sr. No.



7.1 From handling, storage, use or spillage of hazardous materials

No NA

7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)

No Necessary precautions like dual plumbing system, isolation of STP from domestic water tanks and natural water bodies shall be taken into consideration.

7.3 By deposition of pollutants emitted to air into the land or into water

Yes The major emission from this construction activity will be Dust emissions, which will not cause any harm to the water bodies.

7.4 From any other sources No No 7.5 Is there a risk of long

term buildup of pollutants in the environment from these sources?

No No

8. Risk of accidents during construction or operation of the project, which could affect human health or the environment

Sr. No.



8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances

No Cabinets shall be provided to DG sets, OWC (Organic waste composting machine), etc to avoid the seepage, spillages of hazardous substances.

8.2 From any other causes No Not found 8.3 Could the project be

affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, could burst etc)?

No Possible natural disasters have been identified and their management has been given in DMP manual.

9. Factors which should be considered (such as consequential development) which could

lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality

Sr. No.



9.1 Lead to development of supporting, utilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: Supporting infrastructure (roads, power supply, waste or waste water treatment, etc) Housing development Extractive industries Supply industries Other

Yes

Yes

Yes No No No

Supporting and ancillary development will take place Internal Roads, Rainwater Harvesting, STP etc. will be provided. The project provides a well-designed residential housing area for the occupants.

9.2 Lead to after use of the site, which could have an impact on the environment

No Not Applicable

9.3 Set a precedent for later developments

Yes This will create job opportunity for support staff like security, maintenance, household workers etc. Project will have positive impact on the environment

9.4 Have cumulative effects due to proximity to other

No No

Sr. No.



existing or planned projects with similar effects

(iii) Environmental Sensitivity

Sr. No.

Areas Name/ Identity

Aerial distance (with 15 km) Proposed project location boundary

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

No Not Applicable

2 Areas which are important or sensitive of ecological reasons – wetlands, water courses or other water bodies, coastal zone, biospheres, mountains, forests

Yes Panvel Creek – 6 km away

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration.

Yes Panvel Creek – 6 km away

4 Inland, coastal, marine or underground waters

yes Inland waters as per toposheet shall be considered.

5 State, national boundaries

No The project is located within municipal limits

6 Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas

No Not Applicable

7 Defense installations No Not Applicable 8 Densely populated or Yes Residential, Commercial and Industrial area all around

Sr. No.



built-up area the site. 9 Areas occupied by

sensitive man made land uses (hospitals, schools, places of worship, community facilities)

Yes Name Distance from project (km)

Direction

Nearest Hospital

TATA Advanced Centre for Treatment

Research and Education in

Cancer

2.06 South

Nearest School

Sunrise Montessori School

1.18 South

Nearest college

Sadguru Vaman Baba Commerce &

Science College

1.95 East

10 Areas containing important, high quality or scarce resources (ground water resource, surface resources, forestry, agriculture, fisheries, tourism, minerals)

No Not Applicable

11 Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

No Not Applicable

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes,

No This area falls under seismic zone –III according to Indian Standard Seismic zoning map.

Sr. No.



subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

(b) The following shall be inserted at the end, namely:- “I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost.”

Date: Place:

Signature of the applicant

Sai World Empire By Paradise Superstructures

Form-1A

(Only for Construction Projects listed under Item 8 of Schedule)

Checklist of Environmental Impacts

1. Land Environment (Attach panoramic view of the project site & the vicinity)

Requirement Compliance 1.1. Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan/Development Plan of the area. Change of land use if any and the statutory approval from the competent authority are submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales.

1. The Proposed project is Residential Project.

2. The project area falls under Urbanizable zone (U Zone) of MMR Regional Plan. (Panvel Municipal Corporation from October,2016)

3. The proposed land use is in conformation with

the approved Municipal Master

Plan/Development Plan of MJP

Enclosed maps: (i) Google Image (ii) 500M surrounding Google image (iii) Contour plan

1.2. List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc.

Total plot area: 66,260 sq.mt FSI Area 1,76,768.06 m2 NON FSI area 2,20,019.90 m2 Total construction area

3,96,768.41 m2

Total water requirement

1121+700=1821 KLD

Power requirement

Connected Load: 32947+14203=47150 Kw Maximum Demand: 14218+6015=20233 Kw 2x625 kva + 1 X 600 kva + 1x285kva+1x500 kva +1x385 kva+1X40kva are proposed as backup during power failure.

Occupancy Load

Residential: 12360 Nos.

Commercial, BWS & clubhouse:

2010 Nos.

1


Connectivity

connectivity through the Bombay

Pune, Sion - Panvel road;

Harbour and Roha – Diva

railway line and proposed mono

rail from Belapur – Taloja.

Community facilities

Cultural halls, community hall,

education centres are there within

2 km.

Parking needs

4- wheeler: 1317 nos.

2- wheeler: 2079 nos.

Cycles: 1903 nos

Rental component 2 wheeler: 183

nos.

1.3. What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use, disturbance to the local ecology)

• Existing land use is Residential.

• The proposed activity will improve the basic

infrastructure facilities of the project site. Open

spaces, community facilities are simultaneously

being augmented in the surroundings.

• Total landscape area is 10373.61 m2

• Impact on air/noise/land pollution due to proposed

project during construction phase:

The impact due to the proposed project may have

incremental values in the traffic loads, noise levels

during construction activities, and dust emissions

emanating from various construction activities.

• Mitigation measures in brief:

Sprinkling of water on roads during

construction.

Barricading the site to avoid noise and air

emission.

2


Truck fulfilling PUC norms and statutary

requirements with restricted movement from

morning hours 7am to 7pm.

Washing of truck tyres while coming out of

project site.

Providing septic tank on site and labour toilets

for labours.

During operation phase:

Recycling and reuse of water for flushing and

gardening, thus reducing the load on existing

water supply system.

STP for treatment of sewage water.

Rain water harvesting system and use of

harvested rain water in the project.

1.4. Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given).

There is no land disturbance as such. Geotechnical & Geo-hydrological study has been carried out to understand the soil strata. Soil properties are: with moderate organic content Slope : towards south side Seismic zone: The project is located in seismic zone III

1.5. Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)

Natural Drainage System will not be altered. Natural slope is towards direction south Side Contour map attached

1.6. What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc)

Minimum earthwork will be involved in the project.

1.7. Give details regarding water supply, waste handling etc. during the construction period.

Construction phase: There will be 100 labours on the site out of which 50 will be expected to house at site and 50 will be visiting. Qty: 13.5 KLD water required for labours and 30KLD for construction. Source: Tanker (Depending upon construction

3


activity) 10.8 KLD Waste water generated will be diverted into Modular STP. 5 labour toilets provided.

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)

No low lying areas and wetlands are getting modified from the proposed activity

1.9. Whether construction debris & waste during construction cause health hazards? (Give quantities of various types of wastes generated during construction including the construction labour and the means of disposal)

No. safe storage and disposal shall be done during construction phase.. Construction waste management is as follows:

.No hazardous waste is involved. During the construction phase septic tanks will be provided to divert the waste water generated from the construction laborers. Temporary sanitary toilets will be provided

2. Water Environment

4


Requirement Compliance

2.1. Give the total quantity of water

requirement for the proposed project with the

break-up of requirements for various uses.

How will the water requirements met? State

the sources & quantities and furnish a water

balance statement.

Source: CIDCO-MJP

Water requirement is as follows:

Total Water Requirement: 1121+700=1821 KLD /Recycled Water – 663 KLD

The water balance chart is attached as an annexure:

In wet season RWH tanks will decrease the fresh water

supply load.

2.2. What is the capacity (dependable flow or

yield) of the proposed source of water?

Water supply and capacity of the project will be

dependent on MJP/recycled water.

Water permission letter attached as annexure

2.3. What is the quality of water required, in

case, the supply is not from a municipal

source? (Provide physical, chemical, biological

characteristics with class of water quality)

Since this projects fall under the jurisdiction of

municipal corporation the Water will be supplied from

MJP

Drinking water parameters shall be within the

permissible limits prescribed by IS 10500-2012

2.4. How much of the water requirement can

be met from the recycling of treated

wastewater? (Give the details of quantities,

sources and usage)

Total Recycled water 663 KLD will be used at

maximum extent for Flushing (592 KLD) and

Gardening (71 KLD).

2.5. Will there be diversion of water from

other users? (Please assess the impacts of the

project on other existing uses and quantities of

consumption)

Not Applicable

5


2.6. What is the incremental pollution load

from wastewater generated from the proposed

activity? (Give details of the quantities and

composition of wastewater generated from the

proposed activity)

There will not be any pollution load as treated waste

water will be meeting CPCB standards

Description Quantity of Sewage

generated (m3/day)

Treatment/

Disposal

Operational Phase

1616 Treated sewage will be used For Flushing and gardening. Excess treated sewage will be connected to municipal drain.

Capacity of STP (KLD): 1650 KLD will be provided for treating the waste water.

2.7. Give details of the water requirements met

from water harvesting? Furnish details of the

facilities created.

Rainwater from the roofs will be lead to storage tanks Details of Rain water harvesting is as follows: Capacity of RWH Tanks (Considering 2 day’s capacity): Sale: 675 cum Rental: 245 cum

2.8. What would be the impact of the land use

changes occurring due to the proposed project

on the runoff characteristics (Quantitative as

well as qualitative) of the area in the post

construction phase on a long term basis?

Would it aggravate the problems of flooding or

water logging in any way?

The drains shall be designed as per natural slope of the

site. The run-offs will be channelized properly through

storm water drain and will be diverted in to the storm

water drain.

The storm water calculations are as follows: 8160

Cum/Hr.

Management plan for Flood is as follows :

• Storm water drain shall be cleaned at regular

interval.

• Dewatering pumps shall be installed at vulnerable

locations.

2.9. What are the impacts of the proposal on There will be no ground water extraction. No

6


the ground water? (Will there be tapping of

ground water; give the details of ground water

table, recharging capacity, and approvals

obtained from competent authority, if any)

recharging proposed. The rain water collected from

RWH tanks will help meet the domestic needs of

residents.

2.10. What precautions/measures are taken to

prevent the run-off from construction activities

polluting land and aquifers? (Give details of

quantities and the measures taken to avoid the

adverse impacts)

The run-off during construction phase is expected to

carry heavy amount of silt and the other material from

the site this will be managed through :

• Construction material will be stored and covered

with a temporary shed ensuring that no leachates

occur.

• The rain water entering into the pit will be screened

for the removal of heavy silt and other materials.

• Not mixing mortar in locations that will drain into

storm water system.

• Stabilizing a single entry/exit point to ensure

sediment is not tracked off site

2.11. How is the storm water from within the

site managed? (State the provisions made to

avoid flooding of the area, details of the

drainage facilities provided along with a site

layout indication contour levels)

The storm water from roof top will be properly

channelized to the rain water harvesting sumps through

storm water network. Proper rainwater harvesting

structure will be design for maximum capture of

surface run off.

Contour plan with drainage pattern attached as

annexure.

2.12. Will the deployment of construction

labourers particularly in the peak period lead to

unsanitary conditions around the project site

(Justify with proper explanation)

Potable water for drinking and domestic purpose will

be provided.

During construction phase the sewage generated will

be treated in septic tank and soak pit .Temporary toilets

will be provided. Adequate housekeeping practices will

be maintained.

7


2.13. What on-site facilities are provided for

the collection, treatment & safe disposal of

sewage? (Give details of the quantities of

wastewater generation, treatment capacities

with technology & facilities for recycling and

disposal)

The quantity of wastewater 1616 KLD generated from

the project will be treated in STP (capacity for 1620

KLD) and recycled water (663 KLD) used for

gardening and flushing purpose. Excess water will be

released into sewer line

STP Technology & its details in brief:

The proposed Sewage Treatment System will have the

following major components :

a. MBBR Units b. Tube Settler Unit. c. Aeration System. d. Multimedia Filter Unit. e. Disinfection System

The water water and treated water properties are as follows: Sewage Characteristics

Inlet Outlet

BOD (ppm) 250 -300 5

COD (ppm) 400-500 20

TSS (ppm) 150 < 5

Oil and Grease < 20 < 10

Temperature (in degree Celsius)

25 – 30 25-30

Online PH Correction system

5.5-9 6.5-8

2.14. Give details of dual plumbing system if

treated wastewater is used for flushing of

There will be separate pipelines for the supply of

treated water from STP and the fresh water. Treated

8


toilets or any other use. water will be used for the flushing and landscaping

purposes, while the fresh water will be used for

domestic consumption.

3. Vegetation


3.1. Is there any threat of the project to the

biodiversity? (Give a description of the local

ecosystem with its unique features, if any)

The project site is surrounded by developed roads. The

local ecosystem and biodiversity will not be hampered

because of this development.

Local species include:

Flora: Mango, Chafa, Supari etc other ornamental trees

and fruit bearing trees.

Fauna: local mammals, insects, birds

As such there is not effect on the ecosystem due to the

development.

3.2. Will the construction involve extensive

clearing or modification of vegetation?

(Provide a detailed account of the trees &

vegetation affected by the project)

The project site has trees along the plot boundary which will be retained. The construction will not involve any extensive vegetation clearing.

3.3. What are the measures proposed to be

taken to minimize the likely impacts on

important site features (Give details of

proposal for tree plantation, landscaping,

creation of water bodies etc. along with a

layout plan to an appropriate scale)

Due care will be taken to protect the important site

features:

The project has a Total Green Area of 10373.61 m2 Only endemic or Native trees will be planted.

• Tree plantation will be done to protect the site from

topsoil erosion.

• No allergic plant species has been proposed in

project site

• Piling will be done so as to minimize the impacts

on the existing structures in the nearby areas.

9


4. Fauna


4.1. Is there likely to be any displacement of

fauna – both terrestrial and aquatic or creation

of barriers for their movement? Provide the

details.

There will be no displacement of fauna - both

terrestrial and aquatic and there will be no barrier in

their movement. There is no endangered species found

except the local species.

4.2. Any direct or indirect impacts on the

avifauna of the area? Provide details.

There will be no impact on the avifauna (birds) of the

area. The trees planted may attract birds in the future

creating a positive impact on the avifauna.

4.3. Prescribe measures such as corridors, fish

ladders etc. to mitigate adverse impacts on

fauna.

The project is located on landmass and there is no

need to provide corridors and fish ladders etc.

4. Air Environment


5.1. Will the project increase atmospheric

concentration of gases & result in heat islands?

(Give details of background air quality levels

with predicted values based on dispersion models

taking into account the increased traffic

generation as a result of the proposed

constructions)

No. Emission due to DG sets has been taken into consideration. Mitigation measure for the same are as follows:

• Traffic planning has reduced the impact of vehicular emission due to the project.

• DG sets will be installed as per CPCB norms and fuel used will be low sulfur diesel (0.25% sulfur content). Exhaust of DG set will be released at adequate height by providing stacks of height as per CPCB norm so that ground level concentrations of the pollutants released are minimal.

• Green belt development along the periphery of the plot shall also minimize the impact of the project activities.

5.2. What are the impacts on generation of dust, Dust generation shall be there during dismantling of labour camps and construction phase.

10


smoke, odorous fumes or other hazardous gases?

Give details in relation to all the meteorological

parameters.

Periodic water sprinkling shall be performed for suppression of dust particles.

5.3. Will the proposal create shortage of parking

space for vehicles? Furnish details of the present

level of transport infrastructure and measures

proposed for improvement including the traffic

management at the entry and exit to the project

site.

No. Necessary arrangements will be made for smooth entry and exit of vehicles and vehicular movement. Public parking is part of reservation to cater the current parking requirement. Other transport facilities are available within 2 km.

5.4. Provide details of the movement patterns

with internal roads, bicycle tracks, pedestrian

pathways, footpaths etc., with areas under each

category.

Level wise parking plan and movement plan has been provided in EIA report.

5.5. Will there be significant increase in traffic

noise & vibrations? Give details of the sources

and the measures proposed for mitigation of the

above.

Vehicular movement will have impact on Noise. Mitigation measures:

• Acoustic enclosure should be provided to the

D.G set

• Proper traffic vehicular movement should be

maintained and Banning of honking

5.6. What will be the impact of D.G. sets & other

equipment on noise levels & vibration in &

ambient air quality around the project site?

Provide details.

DG set impact has been provided in EIA with modelling. Mitigation are as follows:

• Traffic planning has reduced the impact of vehicular emission due to the project.

• DG sets will be installed as per CPCB norms and fuel used will be low sulfur diesel (0.25% sulfur content). Exhaust of DG set will be released at adequate height by providing stacks of height as per CPCB norm so that ground level concentrations of the pollutants released are minimal.

• Green belt development along the periphery of the plot shall also minimize the impact of the project activities.

11


6. Aesthetics


6.1. Will the proposed constructions in any way

result in the obstruction of a view, scenic amenity

or landscape

s? Are these considerations taken into account by

the proponents?

The proposed construction activity will not result in

the obstructions of a view, scenic amenity or

landscapes. Better designed structure and well

planned landscape will add up aesthetics of that zone.

6.2. Will there be any adverse impacts from new

constructions on the existing structures? What are

the considerations taken into account?

No

6.3. Whether there are any local considerations of

urban form & urban design influencing the design

criteria? They may be explicitly spelt out.

The design of the project is influenced by the regulation set out by local authority and modern needs of the society.

6.4. Are there any anthropological or

archaeological sites or artefacts nearby? State if

any other significant features in the vicinity of the

proposed site have been considered.

There are no anthropological or archaeological sites or artefacts nearby proposed site.

7. Socio-Economic Aspects


7.1. Will the proposal result in any changes to the

demographic structure of local population? Provide

the details.

The total population will be around 12000. Hence there will not be any demographical structure in the locality The project site will attract labours from distant places but that will be negligible. Proposed development will hire local people around the project site nearby areas and few will be provided labour camps inside the project site. there will be generation of employment for various levels in the society.

7.2. Give details of the existing social infrastructure

around the proposed project.

There is adequate infrastructure like schools, colleges’ hospitals, ATM services, travel agent etc. And other basic amenities within 2 Km and 5 Km distance from the project site

7.3. Will the project cause adverse effects on local No

12


communities, disturbance to sacred sites or other

cultural values? What are the safeguards proposed?

8. Building Materials


8.1. May involve the use of building materials with

high-embodies energy. Are the construction materials

produced with energy efficient processes? (Give

details of energy conservation measures in the

selection of building materials and their energy

efficiency)

The basic engineering materials like aggregate, cement, sand and bricks/blocks will be purchased locally. However, finishing materials will be purchased keeping in mind the energy conservation aspect.

8.2. Transport and handling of materials during

construction may result in pollution, noise & public

nuisance. What measures are taken to minimize the

impacts?

Adequate measures will be taken to keep noise and dust problems at site under control by adopting good practices and good maintenance.

8.3. Are recycled materials used in roads and

structures? State the extent of savings achieved?

Construction material will be recycled in the same or other development site.

8.4. Give details of the methods of collection,

segregation & disposal of the garbage generated

during the operation phases of the project.

The solid waste management facility will be

proposed as per MSW rules. The garbage

collected from area will be segregated into wet

and dry garbage.

Operation Phase:

Quantity (Kg/day)

Biodegradable waste 4014 kg/day Non- Biodegradable waste 2645 kg/day

Total 6659 kg/day

Treatment & Disposal :

• The biodegradable waste will be processed

in OWC.

• Maximum requirement of manure for

13


gardening will be used.

• Non- Biodegradable waste will be handed

over to CIDCO.

Sewage sludge will be used as manure for

gardening.

9. Energy Conservation


9.1. Give details of the power requirements, source of

supply, backup source etc. What is the energy

consumption assumed per square foot of build-up

area? How have you tried to minimize energy

consumption?

Power requirement:

Connected Load: 32947+14203=47150 Kw Maximum Demand: 14218+6015=20233 Kw

2x625 kva+1X600kva+1x285kva,+1x500 kva +1x385 kva+1X40kva are proposed as backup during power failure.

To minimize the energy consumption, solar

energy will be utilized as much as possible.

Energy conservation measures :

1. Promoting use of solar energy.

2. Purchase of energy efficient appliances.

3. Constant monitoring of energy consumption

and defining targets for energy conservation.

4. Adjusting the settings and illumination levels

to ensure minimum energy used for desired

comfort levels.

5. Use of compact fluorescent lamps and low

voltage lighting.

6. Sunscreen films on windows to reduce

heating inside the buildings.

9.2. What type of, and capacity of, power back-up to

you plan to provide?

DG Sets are proposed as backup during power failure.

14


HSD will be used as fuel to run standby D.G.

sets.

9.3. What are the characteristics of the glass you plan

to use? Provide specifications of its characteristics

related to both short wave and long wave radiation?

Glass used for buildings and residences will be

plain clear glass.

9.4. What passive solar architectural features are

being used in the building? Illustrate the applications

made in the proposed project.

Building orientation, wall to window ratio and

thermal properties of envelop are being looked

into reduce solar heat gain and provide natural

light and adequate ventilation to reduce

humidity.

9.5. Does the layout of streets and buildings

maximize the potential for solar energy devices?

Have you considered the use of street lighting,

emergency lighting and solar hot water systems for

use in the building complex?

Yes. Solar lights will be provided for common

amenities.

9.6. Is shading effectively used to reduce

cooling/heating loads? What principles have been

used to maximize the shading of Walls on the East

and West and the Roof? How much energy saving

has been effected?

Depending upon the site condition/location, efforts will be made by the Architects to maximize the shading of Walls on the East and West and the Roof.

9.7. Do the structures use energy-efficient space

conditioning, lighting and mechanical systems?

Provide technical details. Provide details of the

transformers and motor efficiencies, lighting intensity

and air-conditioning load assumptions? Are you

using CFC and HCFC free chillers? Provide

specifications.

All the electrical installations and structures will confirm to energy efficiency norms as available in the market.

9.8. What are the likely effects of the building

activity in altering the microclimates? Provide a self-

assessment on the likely impacts of the proposed

construction on creation of heat islands & inversion

There is enough ground area open to sky to combat against heat island area. The ground coverage area is 26% only rest of the area is open to sky.

15


effects?

9.9. What are the thermal characteristics of the

building envelope? (a) roof; (b) external walls; and

(c) Fenestration? Give details of the material used

and the U-values or the R-values of the individual

components

Roof will be of high quality concrete as per the

NBC rules 2005.

9.10. What precautions & safety measures are

proposed against fire hazards? Furnish details of

emergency plans.

Standard fire safety will be followed as per the

government norms. To the extent possible fire

proof materials will be used in structures.

9.11. If you are using glass as wall material, provide

details and specifications including emissivity and

thermal characteristics.

No glass will be used for walls.

9.12. What is the rate of air infiltration into the

building? Provide details of how you are mitigating

the effects of infiltration.

Proper ventilation will be providing in rooms. Air changes/hour is as per Bureau of Indian Standards (National Building Code, 2005).

9.13. To what extent the non-conventional energy

technologies are utilised in the overall energy

consumption? Provide details of the renewable

energy technologies used.

Every effort will be made to generate and use non-conventional energy and renewable energy, depending upon the circumstances and chances of generating energy. Solar energy utilisation is the major part of that.

ENVIRONMENT MANAGEMENT PLAN The Environment Management Plan would consist of all mitigation measures for each item wise

activity to be undertaken during the construction, operation and the entire life cycle to minimize

adverse environmental impacts as a result of the activities of the project. It would also delineate

the environmental monitoring plan for compliance of various environmental regulations. It will

state the steps to be taken in case of emergency such as accidents at the site including fire.

Budgetary allocation for EMP will be provided during presentation

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Documents

Date: 31.01environmentclearance.nic.in/writereaddata/Online/EDS/31_Jan_2017... · New Construction projects and Industrial Estates) Ministry of Environment, Forests and Climate Change