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, The tenure of SEAC II, Maharashtra. 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 The nearest ecosensitive zone NBWL 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 Floor wise break up of constructed in each block to be furnished. construction area to be provided by architect in table format as annexure III. 7 Details of protect areas/national park/ wildlife There is no protected sanctuary and water bodies 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 Layout plan indicating road, line, STP, solid waste handling area, rain water greenbelt, drainage, sewer harvesting structure, etc. in different color to be line, STP, solid waste furnished. 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 Layout of parking plan of vehicular movement as well as traffic management indicating entry and exit plan. Highlight the fire tender pathway. 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 Water Supply is to be permission to be submitted 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 Letter of Board resolution to submitted. 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 (7 x 2000 KVA) DG set is not due to DG set (7 x 2000 KVA). 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 No DG set with higher 3x 2000 KVA and remaining standby power shall be capacities have been proposed met from solar energy. 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 No Recharge pits have been furnished. Clarity on recharge pits, storage systems for provided. PP has provided rain water and use of appropriate filtration system for RWH tank. Details are as collected rain water to be detailed. annexure X 16 Calculation on sizing of solar water heating systems to Complied and attached as be furnished. annexure XI for separate 17 A backup arrangement of at least 50% solar powered component. 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 There is no basement to be ensure compliance to the CGWA guidelines and proposed in the proposal so regulation there shall not be any excavation on account of basement work. 19 Solid waste management plan along with area Solid waste management plan earmarked for solid waste management scheme. along with area earmarked for solid waste management scheme has been attached as annexure XII 20 Management of excavated soil. Pollution control Attached as annexure XIII measures to be taken to control fugitive emission during construction phase including marble /stone cutting. 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 Layout plan indicating earmarked to be provided. Greenbelt along with area earmarked has been attached as annexure XV
RG area : Required RG Rental area: 885.02 Component Sq.m. Provided RG area : 1807.55 Sq.m. RG area R.G :Sale Proposed on Component 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 519 nos. Proposed
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
RENTAL PLOT SALE PLOT ( 25 % OF 5 ) ( 75 % OF 5 ) 6 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 Emission Sr.No Activity Formula for emission factor Unit rate m=moisture content of material(%) s=silt content of Loading of debris E=[0.0081{(100-m/ m)/m}1.4 loading material(%) 1 g/s 0.0011 into trucks {s/(100 / s)}0.4(uh* l)0.1] u=wind speed(m/s) h=drop height (m) l=size of loader (m3) E=emission (g/s) m=moisture content of material(%) s=silt content of unloading material(%) Unloading of E=[1.76h1/2{(100-m)/m}0.2{(s/100- u=wind speed(m/s) 2 g/s 16.4713 debris s)}2u0.8(cy0.1)] c= capacity of dumper (ton) y=frequency of unloading (nos./hr) h=drop height (m) E=emission (g/s) 3 Truck transport E=[{(100 - m)/m}0.35 m=moisture content g/s/m 0.0057 of debris and {us/(100 - s)}0.7 {0.5 + 0.1f + of road dust(%) construction 0.42v)}10-3] s=silt content of road material and dust(%) waste u=wind speed (m/s) v=avg vehicle speed (m/s) f=frequency of vehicle movement (no/hr) Emission rate=g/s/m m=moisture content of material(%) s=silt content of Exposed E= {(100-m)/m}0.2{(s/(100- 3.3814E- 4 material(%) g/s Excavated Dump s))}0.1{u/(2.6+120u)}{a/(0.2+276.5a)} 05 u=wind speed(m/s) a= area (km2) E=emission (g/s)
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)
Concentration Concentration @75%of reduction @90%of reduction GLC without due to dust due to dust mitigation suppression suppression Location ( µg/m3) ( µg/m3) ( µg/m3) Nearest Residential building (200 m 86.15 21.537 8.615 from the project site) 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 40 KVA DG 600 KVA DG 285 KVA DG 380 KVA DG set for Rental set for rental Set for sale set for Sale set for Residential shops residential and shops residential component (2 club house sale Nos) (3 Nos.) DG capacity (KVA) 500 40 600 285 380 Diesel consumption 96 40 61 80 6.4 (Lt/hr) 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
Max. Location Location Parameter Baseline Incremental Resultant NAAQS code concentration
PM10 72 0.2070 72.2070 100
PM2.5 48 0.1207 48.1207 60
A1 Project Site NOx 28 0.2070 28.2070 80
SO2 10 0.0085 10.0085 80 CO 1.8 0.4725 2.2725 4
PM10 68 0.0209 68.0209 100
PM2.5 41 0.0121 41.0121 60 Rohinjan A2 NO 21 0.0305 21.0305 80 Village x SO2 9 0.0007 9.0007 80 CO 0.7 0.0688 0.7688 4
PM10 75 0.0684 75.0684 100
PM2.5 45 0.0407 45.0407 60
A3 Sector 34 NOx 36 0.4058 36.4058 80
SO2 15 0.0006 15.0006 80 CO 1.3 0.9284 2.2284 4
PM10 82 0.0094 82.0094 100
PM2.5 47 0.0055 47.0055 60 Taloja A4 NO 32 0.0096 32.0096 80 Village x SO2 13 0.0004 13.0004 80 CO 2.3 0.0214 2.3214 4
PM10 70 0.0122 70.0122 100
PM2.5 43 0.0072 43.0072 60 Sector 10 A5 NO 25 0.0606 25.0606 80 Taloja x SO2 9 0.0002 9.0002 80 CO 1.4 0.1385 1.5385 4
PM10 74 0.0048 74.0048 100
A6 Taloja 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 25 – 30 25-30 Celsius) Online PH Correction 5.5-9 6.5-8 system
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
NaOCl DOSING AIR BLOWER FMR/MBBR FEED PUMP PUMP
NaOCl DOSING MBBR TANK (CIVIL) TANK
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:
MTRS./HR Average annual intensity of rainfall (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)
CUM./ Roof 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./ KWH/DA DAY 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 Common Areas Lighting & Small Power - full load for 8 1.2a hours 249.70 1.00 8.00 1,997.60 Common Areas Lighting & Small Power - 50% load for - 1.2b 4hours 124.85 1.00 4.00 499.40 Common Areas Lighting & Small Power - 25% load for 4 1.2c 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: 110,418.4 9
Therefore Average KWH/Annum: 40,302,74 9.95
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 5 W which comes to 15% for T5 and 21%
ballast for CFL Hence overall saving can be considered as 18%
Per day Per unit day Saving Savings in consu Area unit percenta units per mptio consu ge day n with mption saving s A Savings due to lamp
1.0 Common Area Ltg. & Club House 4,359.2 3,400. 22.00 959.02 0 18
Apartment internal ligting load - app 1 KW for apartment 2.0 5776 4,505. @8hours per day 22.00 1,270.72 28 Commercial
Commercial internal ligting load - app 1 KW @8hours per 186.5 day 239.20 22.00 52.62 8
B Savings due to electronic ballast
1.0 Common Area Ltg. & Club House 4,359.2 3,574. 18.00 784.66 0 54
Apartment internal ligting load - app 1 KW for apartment 3.0 5776 4,736. @8hours per day 18.00 1,039.68 32 3.1 Commercial
Commercial internal ligting load - app 1 KW @8hours per 196.1 day 239.20 18.00 43.06 4
C Savings due to timer / sensor 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 Savings in rental tower common lighting and external lighting 1.0 for 100% - 50% and 25% due to timers 3,511.30 load is done and savings of 50% and 75% is achived for 4 hours slots each respectively. Savings within apartment with use of Star rated geysers D and AC Total units consu med by this at 0.8 P.F. - load equip is 6780 KVA, ments where as at 0.98 item Motor load for 24 lifts + all pumps plumbing and STP - p.f. load is no 1.0 5427KW 5535KVA - where 1.1a 814.05 by saving in +1.1b consmption shall +1.5+ be 15% 1.6 above per day = 5427 units Total AC load is13691.49 x 8 hrs KW= 109532 - 1.1 Star Rated Acs in FLAT where by saving in 16,429.80 consmption shall be 15% Total units consu Total AC load med is141.88 KW x 8 by this hrs =1135.04 equip 1.2 VRV Acs in Offices where by saving in ments 340.51 consmption shall above be 30% per day = 147.2 units
E Saving due to Solar Lights Total units consu med by item No 1 c 1444 Apartment internal ligting & Fan load - app 0.1 KW for Solar 1.0 units @ 2.5 each apartment @3hours per day(two lights and one fan) panel 361.00 Hrs/day. x 2.5 Hrs.pe r day = 361 units
Therefore Average KWH/Day Saving: 25,606.42
Therefore Average KWH/Annum Saving: 9,346,344. 03 THEREFORE AVERAGE ANNUAL ENERGY 23% SAVINGS IN %:
NOS. OF SOLAR PANELS PROPOSED NOS. 394.00 The 50% solar power will be connected to the grid.
2MX1.2M SIZE OF SOLAR POWER PANEL T 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 2MX1.2M T TOTAL AREA COVERED BY THE SOLAR POWER
PANELS SQ.FT 7,334
TOTAL SOLAR HOT WATER FOR BATHING 34,648 LTRS .00 12126 TOTAL KCAL @ 60deg Cent.=34648X(60-25) Kcal. 80 Electrical power required per day 1422 KWs KWH - TOTAL SAVING OF UNITS PER DAY 1422 UNITS KWH - ANNUAL SAVINGS THROUGH SOLAR PANELS 34120 FOR 240 DAYS 0 UNITS THEREFORE ADDITIONAL AVERAGE ANNUAL ENERGY SAVINGS WITH SOLAR WATER HEATING 0.85% IN %:
Rental Component:
S
R AVG. AVG. AVG. . N O LOAD DESCRIPTION KW QTY. HRS./ KWH/DA . DAY Y
1. SALES BLOCK: 0 1.
0 1-BHK Flats 4.20 1,259.00 8.00 42,302.40 a 1.
1 Passenger Lifts 22.40 11.00 6.00 1,478.40 a 1.
2 Staircase Lighting 5.23 1.00 8.00 41.84 a 1.
3 Common Areas Lighting & Small Power - full load for 8 hours 93.32 1.00 8.00 746.56 a 1.
3 Common Areas Lighting & Small Power - 50% load for - 4hours 46.66 1.00 4.00 186.64 b 1.
3 Common Areas Lighting & Small Power - 25% load for 4 hours 23.33 1.00 4.00 93.32 c 1.
4 Compound/Street Lighting - full load for 4 hours 5.00 1.00 4.00 20.00 a 1. Compound/Street Lighting - 50 % load for 4 hours 4 3.00 1.00 4.00 12.00 b
1.
4 Compound/Street Lighting - 25% load for 4 hours 1.50 1.00 4.00 6.00 c 1. Plumbing load 5 167.00 1.00 3.00 501.00 1. STP 5 45.00 1.00 20.00 900.00 1. Commercial area: 6 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: 17,009,24 0.90
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 5 W which comes to 15% for T5 and 21%
ballast for CFL Hence overall saving can be considered as 18%
Per day Per unit day Saving Savings in consu Area unit percenta units per mptio consu ge day n with mption saving s A Savings due to lamp
1. Common Area Ltg. & Club House 630.5 0 808.40 22.00 177.85 5
3. Apartment internal ligting load - app 1 KW for apartment 5036 3,928. 0 @8hours per day 22.00 1,107.92 08 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. Common Area Ltg. & Club House 662.8 0 808.40 18.00 145.51 9
3. Apartment internal ligting load - app 1 KW for apartment 5036 4,129. 0 @8hours per day 18.00 906.48 52 3. Commercial 1
Commercial internal ligting load - app 1 KW @8hours per day 31.20 18.00 25.58 5.62 C Savings due to timer / sensor 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 1. Savings in rental tower common lighting and external lighting due for 100% - 50% and 25% 0 to timers 1,235.16 load is done and savings of 50% and 75% is achived for 4 hours slots each respectively. Savings within apartment with use of Star rated geysers and D AC Total units consu med by this at 0.8 P.F. - load equip is 3486.75 KVA, ments where as at 0.98 item 1. p.f. load Motor load for 11 lifts + all pumps plumbing and STP -2789KW no 0 is2846.33KVA - 418.35 1.1a + where by saving in 1.4 + consmption shall 1.5 be 15% above per day = 2789 units Total AC load is 4504 x 8 hrs KW= 1. 36032 - where by Star Rated Acs in 1 BHK Flats 1 saving in 5,404.80 consmption shall be 15% Total units consu Total AC load is med 18.4 KW x 8 hrs by this 1. =147.2 where by equip VRV Acs in Offices 1 saving in ments 44.16 consmption shall above be 30% per day = 147.2 units
E Saving due to Solar Lights Total units consu med by Solar 1. Apartment internal ligting & Fan load - app 0.1 KW for each item No 1 c 125.9 panel 0 apartment @3hours per day(two lights and one fan) Kws @ 3 Hrs/day. 377.70 x 3 Hrs.pe r day =377. 70 units
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. TOTAL AREA COVERED BY THE SOLAR POWER
PANELS SQ.FT 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 LTRS 25,200 88200 TOTAL KCAL @ 60deg Cent.=25200X(60-25) Kcal. 0 Electrical power required per day 1034 KWs KWH - TOTAL SAVING OF UNITS PER DAY 1034 UNITS KWH - ANNUAL SAVINGS THROUGH SOLAR PANELS FOR 24815 240 DAYS 9 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 Total biodegradable
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
52 NOS OF BINS 1.5 AREA REQUIRED PER BINS SQ.MT 78 Area required for for bins sq.mt SURROUNDING SPACE FOR MANURE 78 STORGE SQMT OWC 1000& OWC 500 & OWC 50 MACHIN MODLE 1 QTY OF OWC 1000 M/C 1 QTY OF OWC 500 M/C 1 QTY OF OWC 50 M/C 21 AREA OF 1 NOS. OWC 1000 14 AREA OF 1 NOS. OWC 500 3 AREA OF 1 NOS. OWC 50 38 2)TOTAL AREA FOR M/C 15 3)MAINTAINANCE SPACE 131 TOTAL SPACE FOR OWC
SALE BUILDING
OWC CALCULATION TOTAL WASTE PER DAY-KG 4085
WASTE PER BINS IN KG/DAY 50
4085/50
82 NO OF BINS 1.5 AREA REQUIRED PER BINS 123 Area required for bins sq.mt
SURROUNDING SPACE FOR MANURE STORGE 123 SQMT OWC 800& OWC 100 MACHIN MODLE 3 QTY OF OWC 800 M/C 1 QTY OF OWC 100 M/C 53.25 AREA OF 3 NOS. OWC 800 4.76 AREA OF 1 NOS. OWC 100 58.01 2)TOTAL AREA FOR M/C 23.204 3)MAINTAINANCE SPACE 204 TOTAL SPACE FOR OWC
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/ All the excavation quantity shall be Cu. Mtr road/top soil used in the plot leveling
Quantity to disposed off -do- Cu. Mtr
No of vehicle to be deployed in morning and Nil Nos after noon
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 COMPARISON BETWEEN: ASHRAE DESIGN AND ACTUAL BUILDING DESIGN The 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 Wall Assembly Details Thermal Model Input ASHRAE Base case Proposed Building Compliance Layer Thermal Conductivity, Parameter Parameters Design Material Thickness resistance, R (Yes/No) K Walls, Above Grade: Exterior Wall AAC Blocks 225 mm – (m) (W/m-K) (m2-K/W) Steel framed – U Yes Plaster 0.018 0.51 0.035 Construction U value – 0.683 W/m2K value – 0.705 W/m2K AAC Blocks 0.225 0.16 1.406 Insulation entirely Brick-Bat-Coba with Plaster 0.012 0.51 0.024 Roof above deck – U cement concrete No Total R Value 1.465 Construction Total U Value (1/R) (W/m2-K) 0.683 value: 0.273 W/m2K U-value – 3.195 W/m2K Solar Reflectance 0.7 China Mosaic Tiles: Roof Finish Solar Emittance – Solar Reflectance 0.7 Yes Roof Assembly Details 0.75 Solar Emittance – 0.75 Layer Thermal Thermal Material Thickness Conductivity resistance Single Glazed Unit – Fenestration (m) (W/m-K) (m2-K/W) _ Saint Gobain SGG NA type Tiles 0.018 1.1 0.016 Planilux 6 mm Cement 0.035 1.4 0.025 Screed Fenestration Brick Bat 0.25 0.82 No 0.11 0.625 0.176 SHGC Coba Fenestration Concrete 0.15 1.9 0.079 6.81 W/m2K 5.7 W/m2K Yes U-value Cement 0.012 0.72 0.017 Total R Value 0.313 Fenestration 0.27 (ECBC) - for 0.88 Yes Total U Value (1/R) (W/m2-K) 3.195 VLT WWR range 0-0.3 Shading Yes – As per Actual _ Yes Devices Building Design
TRANSVEN 2 LEADING CHANGE SUMMARY The 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 Reflective surface of roof Increase thermal resistance 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
TRANSVEN 3 LEADING CHANGE Annexure XV:
Green Belt Plan;
FORM-1 (I) Basic Information
Sr. Item Details No 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 Total plot area: 66,260 sq.mt 2 handled/command area/lease area/ number of FSI area 1,76,768.06 m 2 wells to be drilled Non FSI area 2,20,019.90 m 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, Not Applicable Please specify 8 Does it attract the specific condition? If yes, Not applicable Please specify 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/2,1 02/5B,102/5C,103/1A,103/2B,103/3,93/1,102/5A/1,10 2/1B,102/3,103/2A,103/1B,103/1C Village Rohinjan Tehsil Panvel District Raigad State Maharashtra 10 Nearest railway station/airport along with Taloje Panchnand Railway Station – 1.52 km distance in km. 11 Nearest Town, City, District Headquarters Mumbai along with distance in km. 12 Village Panchayats, ZillaParishad, Municipal Panvel Municipal Corporation from October,2016 Corporation, Local body (complete postal addresses with telephone nos. to be given) 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. Till date No alternative sites examines as the Location of these sites should be shown on a development is as per development plan topo sheet 17 Interlinked Projects No. 18 Whether separate application of interlinked Not Applicable project has been submitted? 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. Not Applicable The Forest (Conservation) Act, 1980? The Wildlife (Protection) Act, 1972? The C.R.Z. Notification, 1991? 22 Whether there is any Government No Order/Policy relevant/relating to the site? 23 Forest land involved (hectares) No 24 Whether there is any litigation pending No 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. * 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ No. Confirmation rates, wherever possible) with source of information data 1.1 Permanent or temporary change No The Proposed development is as per the the in land use, land cover or notification of Govt. dated 22.09.2016 i.e. Rental topography including increase in Housing Scheme. intensity of land use (with respect to local land use plan) 1.2 Clearance of existing land, No No Cutting of trees vegetation and building? 1.3 Creation of new land uses No Not envisaged. 1.4 Pre-construction investigations Yes Geo-Technical investigations have been carried e.g. bore houses, soil testing? 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 Yes Temporary housing will be provided for workers during construction works or housing of construction phase. construction workers? 1.8 Above ground buildings, Yes Proposed construction includes configuration: structures or earthworks No of Buildings (Sale component) – including linear structures, cut 6 Nos, No of Floors – G+P1 TO P3+35 floors and fill or excavations. 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ No. Confirmation rates, wherever possible) with source of information data 1.9 Underground works including No Not Applicable mining or tunneling? 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 No Not Applicable Process? 1.14 Facilities for storage of goods or Yes Separate raw material storage yard will be provided materials? 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 Yes Particulars disposal of solid waste or liquid Quantity(Kg/Day) effluents? Biodegradable waste 4014 Non-Biodegradable 2645 waste 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ No. Confirmation rates, wherever possible) with source of information data will be utilized as follows; Flushing 592 KLD Gardening 71 KLD
1.16 Facilities for long term housing No Not Applicable of operational workers? 1.17 New road, rail or sea traffic No Access through 30 m wide road. There is a proposal during construction of operation? 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 No As above. Infrastructure facility is augmented from other transport infrastructure time to time by the Gov. authority. including new or altered routes and stations, ports, airports etc.? 1.19 Closure or diversion of existing No There will be no diversion or closure of the existing transport routes or infrastructure transport routes and infrastructure. leading to changes in traffic movements? 1.20 New or diverted transmission No Not Applicable lines or pipelines? 1.21 Impoundment, damming, No No impoundment, damming, culverting, culverting, realignment or other realignment or other changes to the hydrology of changes to the hydrology of surface water courses is envisaged. watercourses or aquifers? 1.22 Stream crossings? No Not Applicable 1.23 Abstraction or transfers of water No Water requirement in construction phase will be from ground or surface waters? 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 No The project location is in well-developed urbanized land surface affecting drainage or area. SWD network is available around the project. run-off. 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ No. Confirmation rates, wherever possible) with source of information data materials for construction, and some personnel (construction staff). However operation or decommissioning? there will be provision of Labour quarters in project site to minimize transportation during construction 1.26 Long-term dismantling or No Not Applicable decommissioning or restoration works? 1.27 Ongoing activity during No Very meager quantity of deconstruction work will decommissioning which could not have any negative impact on the environment. have an impact on the environment? 1.28 Influx of people to an area in Yes Construction Phase: either temporarily or Around 100 labors will be deployed at site during permanently? 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 No No. there is no vegetation clearance diversity? 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 2.1 Land specially No As per the approved DP Project site is earmarked as for undeveloped or residential use. Agricultural land not involved. agricultural land (ha) 2.2 Water (expected source Yes Construction Phase: Around 100 labors will come to site & competing users) during peak construction phase. 50 shall be provided with unit KLD temporary housing facilities. The water demand 13.5 KLD will be met by water tankers. Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation 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 – Yes The construction materials will be procured from local stone, aggregates, vendors. and/soil (expected source-MT) 2.5 Forests and timber No -- (source-MT) 2.6 Energy including Yes • Operation Phase : electricity and fuels Connected Load: 32947+14203=47150 Kw (source, competing Maximum Demand: 14218+6015=20233 Kw users) Unit: fuel (MT), 2x625 kva+1X600kva+1x285kva,+1x500 kva +1x385 energy (KW) 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 No -- resources (use appropriate standard units) 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 3.1 Use of substances or No No materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies) Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 3.2 Changes in occurrence No Hygiene practices, pest control activities during of disease or affect construction and operation phases shall be taken. disease vectors (e.g. Care will be taken to avoid any water accumulation to avoid water borne deceases insect or water borne diseases) 3.3 Affect the welfare of Yes Increases the aesthetic value of living of the area by people e.g. by changing providing all basic infrastructure living conditions? 3.4 Vulnerable groups of No There are no direct receptors as there is no vulnerable people who could be group of people next to the project. affected by the project e.g. hospital patients, children, the elderly etc., 3.5 Any other causes No -
4 Production of solid wastes during construction or operation or decommissioning (MT/month) Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 4.1 Spoil, overburden or No Not Applicable. mine wastes 4.2 Municipal waste Yes Particulars Quantity (domestic and or (Kg/Day) commercial wastes) 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- Handed over to authorize Biodegradable recycler for further handling and disposal. E waste Authorize vendor shall be appointed for the collection Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data and for final disposal.
4.3 Hazardous wastes (as No NA per hazardous waste management rules) 4.4 Other industrial No NA process wastes 4.5 Surplus product No NA 4.6 Sewage sludge or other Yes Sludge form treatment plant shall be used as manure. sludge from effluent treatment 4.7 Construction or Yes There shall be demolition/ deconstruction: demolition wastes
(Dismantling of labor camps currently present onsite.) Construction waste
4.8 Redundant machinery or No There will not be any redundant machinery. equipment 4.9 Contaminated soils or No No other materials 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 5.1 Emissions from No Such practices of emissions from combustion of fossil fuels combustion of fossil shall not been entertained. fuels from stationary or mobile sources 5.2 Emission from NA NA production processes 5.3 Emissions from Yes Throwing materials from higher level shall be avoided to materials handling reduce dust generation. Material storage shall be constructed including storage or at easily accessible point. Use of lifts during construction shall be advised to avoid accidents. transport
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 Yes construction activities including plant and equipment 5.5 Dust or odors from Yes handling of materials including construction materials, sewage and waste 5.6 Emissions from No NA incineration of waste 5.7 Emissions from burning No No such practices shall be adopted on site. of waste in open air (e.g. slash materials, construction debris) 5.8 Emissions from any No No other sources
6 Generation of Noise and vibration, and emissions of Light and heat.
Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 6.1 From operation of Yes There will be impact of noise during construction phase due equipment e.g. engines, to the use of machineries ventilation plant, All the machineries used will be as per the standards for less noise generation . crushers 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 No NA similar processes 6.3 From construction or Yes There will be noise generation during construction phase due demolition 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 Yes During construction phase transportation of material shall operational traffic 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data • 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 - NA systems 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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 7.1 From handling, storage, No NA use or spillage of hazardous materials 7.2 From discharge of No Necessary precautions like dual plumbing system, isolation sewage or other effluents of STP from domestic water tanks and natural water bodies to water or the land shall be taken into consideration. (expected mode and place of discharge) 7.3 By deposition of Yes The major emission from this construction activity will be pollutants emitted to air Dust emissions, which will not cause any harm to the water into the land or into bodies. water 7.4 From any other sources No No 7.5 Is there a risk of long No No term buildup of pollutants in the environment from these sources?
8. Risk of accidents during construction or operation of the project, which could affect human health or the environment Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 8.1 From explosions, No Cabinets shall be provided to DG sets, OWC (Organic waste spillages, fires etc from composting machine), etc to avoid the seepage, spillages of storage, handling, use or hazardous substances. production of hazardous substances 8.2 From any other causes No Not found 8.3 Could the project be No Possible natural disasters have been identified and their affected by natural management has been given in DMP manual. disasters causing environmental damage (e.g. floods, earthquakes, landslides, could burst etc)?
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. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data 9.1 Lead to development of supporting, utilities, ancillary development or development stimulated Yes Supporting and ancillary development will take place by the project which could have impact on the environment e.g.:
Supporting infrastructure Yes Internal Roads, Rainwater Harvesting, STP etc. will be (roads, power supply, provided. waste or waste water treatment, etc) Housing development Yes The project provides a well-designed residential housing Extractive industries No area for the occupants. Supply industries No Other No 9.2 Lead to after use of the No Not Applicable site, which could have an impact on the environment 9.3 Set a precedent for later Yes This will create job opportunity for support staff like developments security, maintenance, household workers etc. Project will have positive impact on the environment 9.4 Have cumulative effects No No due to proximity to other Sr. Information/Checklist Yes/No Details thereof (with approximate quantities/ rates, No. Confirmation wherever possible) with source of information data existing or planned projects with similar effects
(iii) Environmental Sensitivity
Sr. Areas Name/ Aerial distance (with 15 km) Proposed project location No. Identity boundary 1 Areas protected under No Not Applicable international conventions, national or local legislation for their ecological, landscape, cultural or other related value 2 Areas which are Yes Panvel Creek – 6 km away important or sensitive of ecological reasons – wetlands, water courses or other water bodies, coastal zone, biospheres, mountains, forests 3 Areas used by protected, Yes Panvel Creek – 6 km away important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration. 4 Inland, coastal, marine or yes Inland waters as per toposheet shall be considered. underground waters 5 State, national No The project is located within municipal limits boundaries 6 Routes or facilities used No Not Applicable by the public for access to recreation or other tourist, pilgrim areas 7 Defense installations No Not Applicable 8 Densely populated or Yes Residential, Commercial and Industrial area all around Sr. Areas Name/ Aerial distance (with 15 km) Proposed project location No. Identity boundary built-up area the site. 9 Areas occupied by Yes Name Distance Direction sensitive man made land from uses (hospitals, schools, project places of worship, (km) Nearest TATA community facilities) Hospital Advanced Centre for Treatment 2.06 South Research and Education in Cancer Nearest Sunrise 1.18 South School Montessori School Nearest Sadguru college Vaman Baba Commerce & 1.95 East Science College
10 Areas containing No Not Applicable important, high quality or scarce resources (ground water resource, surface resources, forestry, agriculture, fisheries, tourism, minerals) 11 Areas already subjected No Not Applicable to pollution or environmental damage. (those where existing legal environmental standards are exceeded) 12 Areas susceptible to No This area falls under seismic zone –III according to natural hazard which Indian Standard Seismic zoning map. could cause the project to present environmental problems (earthquakes, Sr. Areas Name/ Aerial distance (with 15 km) Proposed project location No. Identity boundary 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 1. The Proposed project is Residential Project. altered from the project that is not consistent 2. The project area falls under Urbanizable zone with the surroundings? (Proposed land use (U Zone) of MMR Regional Plan. (Panvel must conform to the approved Master Municipal Corporation from October,2016) Plan/Development Plan of the area. Change of land use if any and the statutory approval from 3. The proposed land use is in conformation with the competent authority are submitted). Attach the approved Municipal Master Maps of (i) site location, (ii) surrounding Plan/Development Plan of MJP features of the proposed site (within 500 meters) and (iii) the site (indicating levels & Enclosed maps: contours) to appropriate scales. (i) Google Image (ii) 500M surrounding Google image (iii) Contour plan 1.2. List out all the major project requirements Total plot area: 66,260 sq.mt in terms of the land area, built up area, water FSI Area 1,76,768.06 m2 consumption, power requirement, connectivity, NON FSI area 2,20,019.90 m2 community facilities, parking needs etc. Total construction 3,96,768.41 m2 area
Total water 1121+700=1821 KLD requirement Connected Load: 32947+14203=47150 Kw Maximum Demand: 14218+6015=20233 Kw Power requirement 2x625 kva + 1 X 600 kva + 1x285kva+1x500 kva +1x385 kva+1X40kva are proposed as backup during power failure.
Residential: 12360 Nos. Occupancy Load Commercial, BWS & clubhouse: 2010 Nos.
1 Sai World Empire By Paradise Superstructures connectivity through the Bombay Pune, Sion - Panvel road; Connectivity Harbour and Roha – Diva railway line and proposed mono rail from Belapur – Taloja. Cultural halls, community hall, Community education centres are there within facilities 2 km. 4- wheeler: 1317 nos. 2- wheeler: 2079 nos. Parking needs Cycles: 1903 nos Rental component 2 wheeler: 183 nos.
1.3. What are the likely impacts of the • Existing land use is Residential. proposed activity on the existing facilities • The proposed activity will improve the basic adjacent to the proposed site? (Such as open spaces, community facilities, details of the infrastructure facilities of the project site. Open existing land use, disturbance to the local spaces, community facilities are simultaneously ecology) 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 Sai World Empire By Paradise Superstructures 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 There is no land disturbance as such. disturbance resulting in erosion, subsidence & Geotechnical & Geo-hydrological study has been instability? (Details of soil type, slope analysis, carried out to understand the soil strata. vulnerability to subsidence, seismicity etc may Soil properties are: with moderate organic content be given). Slope : towards south side Seismic zone: The project is located in seismic zone III 1.5. Will the proposal involve alteration of Natural Drainage System will not be altered. natural drainage systems? (Give details on a Natural slope is towards direction south Side contour map showing the natural drainage near Contour map attached the proposed project site) 1.6. What are the quantities of earthwork Minimum earthwork will be involved in the project. 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) 1.7. Give details regarding water supply, waste Construction phase: There will be 100 labours on the handling etc. during the construction period. 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 Sai World Empire By Paradise Superstructures 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 No low lying areas and wetlands are getting modified altered? (Provide details of how low lying and from the proposed activity wetlands are getting modified from the proposed activity) 1.9. Whether construction debris & waste No. safe storage and disposal shall be done during during construction cause health hazards? construction phase.. (Give quantities of various types of wastes Construction waste management is as follows: generated during construction including the construction labour and the means of disposal)
.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 Sai World Empire By Paradise Superstructures Requirement Compliance 2.1. Give the total quantity of water Source: CIDCO-MJP requirement for the proposed project with the Water requirement is as follows: break-up of requirements for various uses. Total Water Requirement: 1121+700=1821 KLD
How will the water requirements met? State /Recycled Water – 663 KLD the sources & quantities and furnish a water balance statement. 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 Water supply and capacity of the project will be yield) of the proposed source of water? dependent on MJP/recycled water. Water permission letter attached as annexure 2.3. What is the quality of water required, in Since this projects fall under the jurisdiction of case, the supply is not from a municipal municipal corporation the Water will be supplied from source? (Provide physical, chemical, biological MJP characteristics with class of water quality) Drinking water parameters shall be within the permissible limits prescribed by IS 10500-2012
2.4. How much of the water requirement can Total Recycled water 663 KLD will be used at be met from the recycling of treated maximum extent for Flushing (592 KLD) and wastewater? (Give the details of quantities, Gardening (71 KLD). sources and usage)
2.5. Will there be diversion of water from Not Applicable other users? (Please assess the impacts of the project on other existing uses and quantities of consumption)
5 Sai World Empire By Paradise Superstructures 2.6. What is the incremental pollution load There will not be any pollution load as treated waste from wastewater generated from the proposed water will be meeting CPCB standards activity? (Give details of the quantities and Description Quantity of Sewage Treatment/ composition of wastewater generated from the generated Disposal proposed activity) (m3/day) Operational 1616 Treated sewage Phase 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 Rainwater from the roofs will be lead to storage tanks from water harvesting? Furnish details of the Details of Rain water harvesting is as follows: facilities created. 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 The drains shall be designed as per natural slope of the changes occurring due to the proposed project site. The run-offs will be channelized properly through on the runoff characteristics (Quantitative as storm water drain and will be diverted in to the storm well as qualitative) of the area in the post water drain. construction phase on a long term basis? The storm water calculations are as follows: 8160 Would it aggravate the problems of flooding or Cum/Hr. water logging in any way? 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 Sai World Empire By Paradise Superstructures the ground water? (Will there be tapping of recharging proposed. The rain water collected from ground water; give the details of ground water RWH tanks will help meet the domestic needs of table, recharging capacity, and approvals residents. obtained from competent authority, if any) 2.10. What precautions/measures are taken to The run-off during construction phase is expected to prevent the run-off from construction activities carry heavy amount of silt and the other material from polluting land and aquifers? (Give details of the site this will be managed through : quantities and the measures taken to avoid the • Construction material will be stored and covered adverse impacts) 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 The storm water from roof top will be properly site managed? (State the provisions made to channelized to the rain water harvesting sumps through avoid flooding of the area, details of the storm water network. Proper rainwater harvesting drainage facilities provided along with a site structure will be design for maximum capture of layout indication contour levels) surface run off. Contour plan with drainage pattern attached as annexure.
2.12. Will the deployment of construction Potable water for drinking and domestic purpose will labourers particularly in the peak period lead to be provided. unsanitary conditions around the project site During construction phase the sewage generated will (Justify with proper explanation) be treated in septic tank and soak pit .Temporary toilets will be provided. Adequate housekeeping practices will be maintained.
7 Sai World Empire By Paradise Superstructures 2.13. What on-site facilities are provided for The quantity of wastewater 1616 KLD generated from the collection, treatment & safe disposal of the project will be treated in STP (capacity for 1620 sewage? (Give details of the quantities of KLD) and recycled water (663 KLD) used for wastewater generation, treatment capacities gardening and flushing purpose. Excess water will be with technology & facilities for recycling and released into sewer line disposal) 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 Inlet Outlet Characteristics
BOD (ppm) 250 -300 5
COD (ppm) 400-500 20
TSS (ppm) 150 < 5
Oil and Grease < 20 < 10
Temperature (in 25 – 30 25-30 degree Celsius)
Online PH 5.5-9 6.5-8 Correction system
2.14. Give details of dual plumbing system if There will be separate pipelines for the supply of treated wastewater is used for flushing of treated water from STP and the fresh water. Treated
8 Sai World Empire By Paradise Superstructures 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 Requirement Compliance 3.1. Is there any threat of the project to the The project site is surrounded by developed roads. The biodiversity? (Give a description of the local local ecosystem and biodiversity will not be hampered ecosystem with its unique features, if any) 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 The project site has trees along the plot boundary clearing or modification of vegetation? which will be retained. The construction will not involve any extensive (Provide a detailed account of the trees & vegetation clearing. vegetation affected by the project) 3.3. What are the measures proposed to be Due care will be taken to protect the important site taken to minimize the likely impacts on features: important site features (Give details of The project has a Total Green Area of 10373.61 m2 proposal for tree plantation, landscaping, Only endemic or Native trees will be planted. creation of water bodies etc. along with a • Tree plantation will be done to protect the site from layout plan to an appropriate scale) 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 Sai World Empire By Paradise Superstructures 4. Fauna Requirement Compliance 4.1. Is there likely to be any displacement of There will be no displacement of fauna - both fauna – both terrestrial and aquatic or creation terrestrial and aquatic and there will be no barrier in of barriers for their movement? Provide the their movement. There is no endangered species found details. except the local species. 4.2. Any direct or indirect impacts on the There will be no impact on the avifauna (birds) of the avifauna of the area? Provide details. 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 The project is located on landmass and there is no ladders etc. to mitigate adverse impacts on need to provide corridors and fish ladders etc. fauna.
4. Air Environment Requirement Compliance 5.1. Will the project increase atmospheric No. Emission due to DG sets has been taken into concentration of gases & result in heat islands? consideration. (Give details of background air quality levels Mitigation measure for the same are as follows: • Traffic planning has reduced the impact of with predicted values based on dispersion models vehicular emission due to the project. taking into account the increased traffic • DG sets will be installed as per CPCB norms and fuel used will be low sulfur diesel generation as a result of the proposed (0.25% sulfur content). Exhaust of DG set constructions) 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 Sai World Empire By Paradise Superstructures smoke, odorous fumes or other hazardous gases? Periodic water sprinkling shall be performed for suppression of dust particles. Give details in relation to all the meteorological parameters. 5.3. Will the proposal create shortage of parking No. Necessary arrangements will be made for smooth entry and exit of vehicles and vehicular space for vehicles? Furnish details of the present movement. Public parking is part of reservation to level of transport infrastructure and measures cater the current parking requirement. Other transport facilities are available within 2 km. proposed for improvement including the traffic management at the entry and exit to the project site. 5.4. Provide details of the movement patterns Level wise parking plan and movement plan has been provided in EIA report. with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. 5.5. Will there be significant increase in traffic Vehicular movement will have impact on Noise. Mitigation measures: noise & vibrations? Give details of the sources • Acoustic enclosure should be provided to the and the measures proposed for mitigation of the D.G set above. • Proper traffic vehicular movement should be maintained and Banning of honking
5.6. What will be the impact of D.G. sets & other DG set impact has been provided in EIA with modelling. equipment on noise levels & vibration in & Mitigation are as follows: ambient air quality around the project site? • Traffic planning has reduced the impact of vehicular emission due to the project. Provide details. • 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 Sai World Empire By Paradise Superstructures 6. Aesthetics Requirement Compliance 6.1. Will the proposed constructions in any way The proposed construction activity will not result in result in the obstruction of a view, scenic amenity the obstructions of a view, scenic amenity or or landscape landscapes. Better designed structure and well s? Are these considerations taken into account by planned landscape will add up aesthetics of that zone. the proponents? 6.2. Will there be any adverse impacts from new No constructions on the existing structures? What are the considerations taken into account? 6.3. Whether there are any local considerations of The design of the project is influenced by the regulation set out by local authority and modern urban form & urban design influencing the design needs of the society. criteria? They may be explicitly spelt out. 6.4. Are there any anthropological or There are no anthropological or archaeological sites or artefacts nearby proposed site. archaeological sites or artefacts nearby? State if any other significant features in the vicinity of the proposed site have been considered.
7. Socio-Economic Aspects Requirement Compliance 7.1. Will the proposal result in any changes to the The total population will be around 12000. Hence there will not be any demographical structure in demographic structure of local population? Provide the locality the details. 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 There is adequate infrastructure like schools, colleges’ hospitals, ATM services, travel agent etc. around the proposed project. 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 Sai World Empire By Paradise Superstructures communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?
8. Building Materials Requirement Compliance 8.1. May involve the use of building materials with The basic engineering materials like aggregate, cement, sand and bricks/blocks will be high-embodies energy. Are the construction materials purchased locally. However, finishing materials produced with energy efficient processes? (Give will be purchased keeping in mind the energy conservation aspect. details of energy conservation measures in the selection of building materials and their energy efficiency) 8.2. Transport and handling of materials during Adequate measures will be taken to keep noise and dust problems at site under control by construction may result in pollution, noise & public adopting good practices and good maintenance. nuisance. What measures are taken to minimize the impacts? 8.3. Are recycled materials used in roads and Construction material will be recycled in the same or other development site. structures? State the extent of savings achieved? 8.4. Give details of the methods of collection, The solid waste management facility will be segregation & disposal of the garbage generated proposed as per MSW rules. The garbage during the operation phases of the project. 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 Sai World Empire By Paradise Superstructures 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 Requirement Compliance 9.1. Give details of the power requirements, source of Power requirement: supply, backup source etc. What is the energy Connected Load: 32947+14203=47150 Kw Maximum Demand: 14218+6015=20233 consumption assumed per square foot of build-up Kw area? How have you tried to minimize energy 2x625 kva+1X600kva+1x285kva,+1x500 kva consumption? +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 DG Sets are proposed as backup during power you plan to provide? failure.
14 Sai World Empire By Paradise Superstructures HSD will be used as fuel to run standby D.G. sets. 9.3. What are the characteristics of the glass you plan Glass used for buildings and residences will be to use? Provide specifications of its characteristics plain clear glass. related to both short wave and long wave radiation? 9.4. What passive solar architectural features are Building orientation, wall to window ratio and being used in the building? Illustrate the applications thermal properties of envelop are being looked made in the proposed project. into reduce solar heat gain and provide natural light and adequate ventilation to reduce humidity. 9.5. Does the layout of streets and buildings Yes. Solar lights will be provided for common maximize the potential for solar energy devices? amenities. Have you considered the use of street lighting, emergency lighting and solar hot water systems for use in the building complex? 9.6. Is shading effectively used to reduce Depending upon the site condition/location, efforts will be made by the Architects to cooling/heating loads? What principles have been maximize the shading of Walls on the East and used to maximize the shading of Walls on the East West and the Roof. and West and the Roof? How much energy saving has been effected? 9.7. Do the structures use energy-efficient space All the electrical installations and structures will confirm to energy efficiency norms as available conditioning, lighting and mechanical systems? in the market. 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. 9.8. What are the likely effects of the building There is enough ground area open to sky to combat against heat island area. activity in altering the microclimates? Provide a self- The ground coverage area is 26% only rest of the assessment on the likely impacts of the proposed area is open to sky. construction on creation of heat islands & inversion
15 Sai World Empire By Paradise Superstructures effects? 9.9. What are the thermal characteristics of the Roof will be of high quality concrete as per the building envelope? (a) roof; (b) external walls; and NBC rules 2005. (c) Fenestration? Give details of the material used and the U-values or the R-values of the individual components 9.10. What precautions & safety measures are Standard fire safety will be followed as per the proposed against fire hazards? Furnish details of government norms. To the extent possible fire emergency plans. proof materials will be used in structures. 9.11. If you are using glass as wall material, provide No glass will be used for walls. details and specifications including emissivity and thermal characteristics. 9.12. What is the rate of air infiltration into the Proper ventilation will be providing in rooms. Air changes/hour is as per Bureau of Indian building? Provide details of how you are mitigating Standards (National Building Code, 2005). the effects of infiltration. 9.13. To what extent the non-conventional energy Every effort will be made to generate and use non-conventional energy and renewable energy, technologies are utilised in the overall energy depending upon the circumstances and chances consumption? Provide details of the renewable of generating energy. Solar energy utilisation is the major part of that. energy technologies used.
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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