CONCEPTUAL PLAN & ENVIRONMENTAL MANAGEMENT...
Transcript of CONCEPTUAL PLAN & ENVIRONMENTAL MANAGEMENT...
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
CONCEPTUAL PLAN &
ENVIRONMENTAL MANAGEMENT PLAN
INTRODUCTION & PROJECT SUMMARY:
The proposed project involves expansion of the existing Hotel Crown Plaza situated at Plot no.
SP1, RIICO Industrial Area, Sitapura, Jaipur (Raj).
The total plot area of the project is 15,580 sq. m. Gross built up area envisaged for the project is
40,671.59 sq. m. (Existing: 34,781.41 sq. m.; Proposed: 5,890.18 sq. m.).
The project was accorded with Environmental Clearance for the existing phase by Ministry of
Environment & Forests vide letter dated 30.07.2008 (No. 21-29/2008-IA.III). The existing project
comprises of 200 guest rooms along with other facilities like coffee shop, Bar & Restaurant,
banquet hall, etc. The proposed expansion will come within the existing premises on the fifth floor
and will comprise of 18 additional rooms. Thus, the total number of rooms will be 218.
Table: Salient features of the project
Items Details
Project address Plot no. SP1, RIICO Industrial Area, Sitapura, Tonk Road, Jaipur (Raj)
Type of project Hotel project (Expansion)
Screening category 'B-2' under item 8(a) of Schedule – Gazette Notification dated Sep 14th, 2006 and
subsequent amendments thereoff.
Total Plot area 15,580 sq. m.
Gross Built up area 40,671.59 sq. m.
(Existing: 34,781.41 sq. m.; Proposed: 5,890.18 sq. m.)
Green Area 16.03% (2498 sq.m)
Parking facilities Required Parking : 278 ECU
Proposed Parking : 301 ECU
Power requirement
& source
Connected load : 3428 KW
Maximum demand : 2073 KW
Source : JVVNL
Power backup DG sets of cumulative capacity 3000 kVA (1500 kVA -2 nos.)
Water requirement
& source
Total Water requirement: 350 KLD
Fresh Water: 189 KLD
Recycled Water: 161 KLD
Source: RIICO Water Supply, ground water
Sewage treatment
& disposal
Sewage treatment facility: STP of 200 KLD capacity
Sewage discharge: Nil
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
REGULATORY COMPLIANCE:
• Environmental Clearance for the existing project was granted by Ministry of Environment &
Forests vide letter dated 30.07.2008 (No. 21-29/2008-IA.III)
• NOC from CGWA has been obtained vide letter no. 21-4(243)/WR/CGWA / 2008-1913 dated
20.01.2009
• Consent to Establish has been granted by Rajasthan State Pollution Control Board (valid upto
30.11.2015) for the existing project.
LOCATION OF THE PROJECT & INFRASTRUCTURE FACILITIES:
The proposed project is coming up at Plot no. SP1, RIICO Industrial Area, Sitapura, Tonk Road, Jaipur
(Raj).
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
PROJECT DETAILS:
The proposed project involves expansion of existing Hotel project. The project will constitute of
218 guest rooms (Existing: 200 nos.; Proposed: 18 nos.), along with facilities like swimming pool,
meeting rooms (4 nos.), restaurant (2 nos: capacity 215 pax), Bar (55 seats), banquet hall , etc.
BUILT UP AREA DETAILS:
Floor Gross BUA (sq. m.) BUA (sq. m.) FAR
Basement-1 7316.033 7316.033 1153.62
Basement-2 7129.863 7027.793 2760.831
Ground Floor 6310.016 6074.496 4935.62
Mezzanine 4160.467 4160.467 827.924
1st floor 4366.55 4366.55 3463.63
2nd floor 4153.955 4153.955 3251.31
3rd floor 4085.961 4085.961 3184.614
4th floor 3148.743 3148.743 2641.78
GRAND TOTAL 40671.588 say
40671.59 sq. m.
40333.998 22219.27
PARKING REQUIREMENT:
Basis of parking: 1 ECU /100 sq. m. FAR area + 25% visitors parking
A. Total ECU required : 278
B. Total ECU provided : 301
Details of parking are given as:
S.
No.
Details Cars Two wheelers Total
ECU
Basis of
ECS
Area
Required
Area Provided
1. Open area 7 48 (16 ECU) 23 23 sq. m. 529 sq. m. 550 sq. m.
2. Basement-1 41 174 (58 ECU) 99 32 sq. m. 3168 sq. m. 4266.96 sq. m.
3. Basement-2 118 183 (61 ECU) 179 32 sq. m. 5728 sq. m. 6162.41 sq. m.
Total 166 405 (135 ECU) 301 9425 sq. m. 10979.37 sq. m.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
POWER REQUIREMENT:
Power requirement for the proposed project is summarized as under:
S. No. Description
1. Source of supply 33 kV supply will be from nearest JVVNL GSS
2. Electrical Load Connected load : 3428 KW
Maximum demand : 2073 KW
3. Transformer Number 2 nos.
Capacity 1,250 kVA, 33 /0.433 kV each
4. DG Sets Number 2
Cumulative Capacity 1500 kVA each
Fuel Used HSD (sulphur content: 0.05%)
Fuel Consumption 603.4 l/hr / DG
5. Boilers Number 2 (1 w + 1 s)
Capacity 850 kg/hr each
Fuel consumption
6. Hot water
generators
Number 2 (1 w + 1 s)
Capacity 4 lac kcal/hr each
Fuel consumption
CRITERIA OF WATER DEMAND:
The daily water requirement for the proposed development will be 350 KLD (fresh water: 189 KLD
and the recycled/reused water demand: 161 KLD).
Criteria of water demand are given as under:
Water demand calculation:
S.
No.
Particulars Population Fresh water demand Treated water
demand
Total water
demand
1. Guest rooms 426 @220 LPCD: 96 KLD @21 LPCD: 9 KLD 105 KLD
2. Rest., Bar, Coffee
shops, F&B
270 @50 LPCD: 14 KLD @9 LPCD: 2 KLD 16 KLD
3. Meeting hall/ Banquet 1200 @9 LPCD: 11 KLD @6 LPCD: 7 KLD 18 KLD
4. Staff 400 @26 LPCD: 10 KLD @9 LPCD: 4 KLD 14 KLD
5. Laundry 12 KLD -- 12 KLD
6. Kitchen 16 KLD -- 16 KLD
7. Making up of
swimming pool, others
LS 30 KLD -- 30 KLD
8. Make up for cooling
towers
126 KLD 126 KLD
9. Landscaping 13 KLD 13 KLD
Total -- 189 KLD 161 KLD 350 KLD
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
WATER BALANCE
181 KLD
Waste water
S
T
P
Capacity
200 KLD
Sludge &
evaporation
losses
(20 KLD)
Daily water demand: 189 KLD + 161 KLD = 350 KLD
32
Guest Rooms
(96 KLD)
91
Flushing
22 KLD
Landscaping
13 KLD
10
Laundry, Kitchen ( 28 KLD)25
Staff , Rest. Bar, F&B, meeting/
Banquet hall (35 KLD)
Top up water
(30 KLD)
Make up for cooling towers
(126 KLD)
22
Fresh water
189 KLD
STP Treated
water
161 KLD
RII
CO
su
pp
ly
10
KL
D
Gro
un
d w
ater
17
9 K
LD
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
IDENTIFICATION, PREDICTION AND EVALUATION OF IMPACTS
Environmental impact can be defined as any alteration of environmental conditions, adverse or
beneficial, caused or induced by the action or set of actions under consideration.
Various operations involved in the project have been studied in details to identify, predict and
evaluate impacts on various environmental components. The identified impacts were quantified
using mathematical models to a possible extent so as to estimate the future environmental scenario.
AIR ENVIRONMENT
Air pollution has long been recognized as a brain storming issue worldwide. The onset of
technological and scientific innovations in various fields and diverse activities of human race for
its elegance have put extra load on the atmosphere by way of releasing air pollutants like
particulate matter (PM10, PM2.5), sulphur dioxide (SO2), oxides of nitrogen (NOX), carbon
monoxide (CO), unburned hydrocarbon (HC) and other organic as well as inorganic pollutants
including trace metals responsible for causing health consequences. Entry of pollutants into the
atmosphere occurs in the form of gases or particles. Continuous mixing, transformation and trans-
boundary transportation of air pollutants make air quality of a locality unpredictable. The growth
of population, industry and number of vehicles and make the problem of air pollution still worse.
Rapid industrialization and vehicular traffic especially in the urban areas of India is a great threat
to air quality.
AMBIENT AIR QUALITY DATA:
Details of monitoring report are given as under:
Ambient air monitoring report
Instrument used: Respirable Dust Sampler (SLE-RDS 103 & SLE-GA 133) & Fine Particle Sampler APM 550)
Sampling date 08.08.2015-22.08.2015, Duration: 24 hrs.
Parameter Results Units NAAQS 2009
Particulate Matter (PM10) 68.9 µg/m3 100.0
Particulate Matter (PM2.5) 40.5 µg/m3 60.0
Sulphur dioxide (as SO2) 9.7 µg/m3 80.0
Nitrogen Dioxide (as NO2) 14.0 µg/m3 80.0
Carbon Monoxide (as CO) 330 µg/m3 2000
* Monitoring reports enclosed as Annexure VII
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
Instrument Sensitivity:
Instrument Range and Sensitivity
Respirable Dust Sampler
(RDS)
(PM-10)
0.40 – 1.5 m3/min
±0.02 m3/min
(Other gases)
0 – 3 LPM
± 0.2 LPM
Fine Particulate Sampler (PM – 2.5) : ±0.03 DGM m3
CONSTRUCTION PHASE:
SOURCES OF POLLUTION:
1. Vehicular Exhaust:
The major source of pollution in construction phase will be vehicles carrying construction
material. Pollution load from the same is calculated as :
Pollution Load = No. of trucks × Emission Factors × Deterioration Factor
Due to movement of average 05 trucks short term pollution load is given in table:
Parameter Emission Factor
(g /km)*
Deterioration Factor
(g /km)*
Pollution Load
(g/km)
CO 4.5 1.33 29.92
NOx 1.21 1 6.05
SPM 0.8 1.595 6.38
SO2 0.15 1 0.75
HC 1.21 1 6.05
* Source : CPCB Publication, 1998
MITIGATION MEASURES:
S. No. Guidance on Practices to reduce emission
1. Water Application Water will be applied by variety of methods, for instance trucks, hoses,
sprinklers, etc to mitigate dust generation from the construction site.
2. Design • Travelled distances will be minimized for delivery of materials
• Green building materials viz. fly ash bricks, RMC’s, etc. will be used
to the best possible extent.
3. Vehicles &
Equipments
• Engines & exhaust systems will be properly maintained.
• Low sulphur diesel (HSD) will be used.
• Idling time will be eliminated/ reduced to the minimum
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
4. Material Handling
& Transfer
systems
• Material drop will be minimized at the transfer point and enclosure
• Foam suppression systems will be utilized.
• PM emissions from spills will be prevented.
• Material handling operations will be minimized.
5. Road Surfaces • On-site vehicle restrictions will be established.
• Unpaved roads will be properly maintained.
POST CONSTRUCTION PHASE:
The emission sources are mainly due to the vehicular emissions, diesel generator set of cumulative
capacity 3000 kVA (1500 kVA- 2 nos.), Boilers (2 nos. of capacity 850 kg/hr each), & Hot water
generators (2 nos. of capacity 4 lac kcal/hr each). The DG sets are housed in an acoustic enclosure
for maximum noise attenuation.
However, the maximum concentrations due to DG sets emission rate are given as under*:
Parameters Emission rate
PM 75 mg/Nm3
NOx 710 ppmv (as NO2), dry basis in ppmv
CO 150 mg/Nm3
HC NA
NMHC 100 mg/Nm3 (as C)
*CPCB Emission standards for DG sets of ratings more than 800 KW (1000 kVA) as notified by the E (P) third Amendment Rules,
2002 vide GSR 489 (E) dated 9th July, 2002 at S. No. 96, under E (P) Act, 1986.
SOURCES OF POLLUTION:
A. DG sets:
Calculation of stack height of D.G. sets
DG Set of capacity 1500 kVA- 2 nos.:
The stack height of DG set is calculated as under:
H = 0.2 (√capacity of the DG set in kVA)
= 0.2 x (√3000)
= 0.2 x 54.77= 10.95 m say 11 m
However, a safe stack height of 30 m above the roof of DG house will be provided.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
B. Vehicular exhausts:
Parameter Emission rate per ECU (g/sec/m)
NOx 1.17 x 10-6
CO 1.46 x10-5
MANAGEMENT PLAN
SOURCES MANAGEMENT
• Exhaust from D.G. sets
boilers, hot water
generators
• D.G. sets have been provided with effective stack height as per the
norms of CPCB.
• Low-sulphur-content fuel (HSD - Sulphur content 0.05%) will be used.
• Vehicular exhausts
especially congestions
during peak traffic
hours.
• Sufficient width of driveways to ensure smooth traffic movements.
• Provisions of fully internalized parking including the parking facilities
for the visitors.
• Guided traffic ways within the project site.
• Speed humps will be installed for speed restrictions inside the project
area.
WATER ENVIRONMENT:-
GROUND WATER ANALYSIS REPORT
Date of sampling: 12.10.2015 Location: Project site
Parameter Results Complete Test as Per IS :10500-1991
Desirable Limit Permissible Limit
Odour Agreeable Agreeable --
pH value (at 210C) 7.45 6.5 - 8.5 No Relaxation
Colour, Hazen units <1 <5 <5
Turbidity (NTU) <1 NTU 01 NTU 05 NTU
Total Dissolved solids, 784 mg/l 500 mg/l 2000 mg/l
Total Hardness as CaCO3 112 mg/l 200 mg/l 600 mg/l
Calcium( as Ca), mg/l 30.40 mg/l 75 mg/l 200 mg/l
Magnesium (as Mg), mg/l 8.75 mg/l 30 mg/l 100 mg/l
Total Alkalinity (as CaCO3), mg/l 496 mg/l 200 mg/l 600 mg/l
Nitrate (as NO3), mg/l 8.28 mg/l 45.0 mg/l No relaxation
Chloride (as Cl) 243.98 mg/l 250.0 mg/l 1000 mg/l
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
Sulphate (as SO4) 43.04 mg/l 200 mg/l 400 mg/l
Iron (as Fe) 0.03 mg/l 0.3 mg/l No relaxation
Fluoride (as F) 1.07 mg/l 1.0 mg/l 1.5 mg/l
Free residual chlorine <0.1 mg/l <0.2 mg/l 1.0 mg/l
*Monitoring report enclosed as Annexure V
CONSTRUCTION PHASE:
WATER CONSERVATION TECHNIQUES:
Best construction practices will be adopted to reduce the water demand for construction activities:
• Use of polymer dispersion and air entraining agents to reduce the construction water demand.
• Admixtures will be used to reduce water demand during construction.
• Discouraging the washing of vehicles and equipment on the construction site. Workers will
not allow to wash their personal vehicles on site. Vehicles and equipment that regularly leave
the construction site should be washed offsite.
MANAGEMENT PLAN:
SOURCES MANAGEMENT
• Un-captured run-off
from the site may
contaminate ground
water aquifers.
• The rain-water entering into the pit will be screened for the removal of
heavy silt and other materials.
• Provisions will be made to ensure the construction vehicles stick to the
access track to prevent mud & dirt being deposited on roads.
• Up slope water will be diverted with turf and due care will be taken not
to mix mortar in locations that will drain into storm water system.
• Unsanitary conditions
during rainy season.
• The civil contractor will be made responsible for site sanitation and will
be bound by the management to adhere to healthy level of sanitation.
• There will be no stagnant water at site, as the runoff from the relevant
areas will be systematically drained into the storm water line. There
will be provision of cleaning the storm water line periodically.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
POST CONSTRUCTION PHASE:
Daily water demand will be 350 KLD (fresh: 189 KLD + recycled: 161 KLD). The fresh water
demand will be met from RIICO supply/ ground water.
A. WATER CONSERVATION TECHNIQUES:
Following water conservation techniques have been proposed for the project:
• Dual plumbing system will be adopted to utilize the treated waste water for flushing (22
KLD), make up for cooling towers (126 KLD), landscaping (13 KLD). This will help in
reducing the fresh water demand.
• Dual flushing fixtures will be used to allow different volumes of water for solid and
liquid flushing which will help in conserving the water demand for flushing significantly.
• Water meters will be installed for the following:
o Potable water consumption
o Landscape water consumption
o Hot water consumption through solar systems, at building level
o Treated waste water consumption
• Landscape design & management of irrigation systems:
o Native & xeriscaping plant species: Choose native plant species that need less
water.
o Creating Hydrozones: Grouping of plant according to their water needs to provide
adequate water to all plants without over or under-watering.
o Maintain Healthy Soil: Healthy soils are the basis for a water-smart landscape; they
effectively cycle nutrients, minimize runoff, retain water, and absorb excess nutrients,
sediments, and pollutants.
o Mulching: Incorporate mulch around shrubs and garden plants to help reduce
evaporation, inhibit weed growth, moderate soil temperature, and prevent erosion.
Adding organic matter and aerating soil can improve its ability to hold water.
o Avoid watering during the heat of the day. Water early in the morning to reduce the
evaporation rate
o Drought tolerant species will be selected.
o Turfs will be avoided to the extent possible.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
o Central shut off valve will be provided
o Sprinkler landscaping system will be used to conserve water
B. WASTE WATER GENERATION AND TREATMENT:
Approximate 181 KLD waste water will be generated which will be treated in STP of
capacity 200 KLD, based on FAB technology. Physico chemical characteristics of influent
and effluent are given as:
Parameters Influent Treated effluent
pH 7.5 - 8.5 7 - 8
Suspended solids 200- 225 mg/l <5 mg/l
BOD 200 - 250 mg/l <10 mg/l
COD 350 - 400 mg/l <60 mg/l
Oil & Grease 20-25 mg/l <1 mg/l
STORM WATER MANAGEMENT:
Construction phase
Contaminant Sources Impact Mitigation
Sediment &
Floatables
Streets, lawns, driveways,
roads, construction
activities,
During construction, sediment fencing or other erosion
control devices will be used to mitigate the short-term
adverse impacts of sedimentation.
Oil & Grease Roads, driveways, parking
lots etc.
Oil & Grease trap will be provided to remove oil & grease,
suspended matter, and ensure the quality of water.
Storm water control and rain water harvesting will be done as per the standards laid down by
CGWA & BIS. Following measure will be adopted for the same:
Compost Blankets: A compost blanket is a layer of loosely applied composted material placed on
the soil in disturbed areas to reduce storm water runoff and erosion. This material fills in small rills
and voids to limit channelized flow, provides a more permeable surface to facilitate storm water
infiltration, and promotes re-vegetation.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
Post Construction Phase:
a. Design:
For good design of rainwater harvesting, following points are to be kept under consideration:
• Ideal location with good ground slope.
• The location has adequate subsurface permeability of the aquifer to accommodate maximum
recharge of rainwater through injection well.
• Rate of filtration should exceed average rainfall intensity.
• Clogging of filtration media should be cleaned periodically.
• Ground water pollution does not take place.
b. Baseline:
The average annual rainfall (based on last 10 years rainfall data) is 597 mm.
Rain Fall Data (last 10 years):
S. No. Year Annual Average Rainfall No. of Rainy Days
1 2014 606 40
2 2013 757 35
3 2012 907 28
4 2011 646 38
5 2010 750 40
6 2009 377 28
7 2008 572 32
8 2007 553 34
9 2006 407 27
10 2005 392 19
Total 5967 321
Average 597 32
Source: Water Resource Department, Rajasthan
c. Calculation of No. of RWH Structures:
The rain water harvesting structures are calculated on the basis of peak intensity of rainfall
recorded as 40 mm/hr considering 15 minutes of peak rainfall. The same has been done to
avoid flooding of the area.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
S.
No
Type of
Structure/ Surface
Area [A]
(sq. m.)
Run off
Coefficient
[C]
Intensity
of rainfall
(m/hour) [I]
Total discharge
[Q = CIA]
(m3/hr)
1. Roof Top 6310.02 0.9 0.04 227.16
2. Landscape 2498 0.3 0.04 29.98
3. Paved 6771.98 0.75 0.04 203.16
Grand Total (1-3) 15580 460.30
Total Rain Water Flow : 460.30 m3/hr
Considering 15 minutes of peak rainfall,
Runoff volume : 115.08 m3/hr
Volume of each pit : 27 m3 (3 m x 3 m x 3 m)
Total no. of rain water harvesting pits required : Total run-off volume/volume of each pit
: 115.08/27
: 4.26 say 5 nos.
Therefore, 5 Nos. rain Water Harvesting pit of size 3 m length x 3 m width x 3 m depth with
PVC slotted pipe upto minimum depth of 30 m.
d. Design of Rain Water Harvesting Structure:
The dimensional parameters of Desilting/Settlement chamber would be 3 m (length) x 3 m
(width) x 1.30 (depth). In Desilting chamber, 0.30 m depth below outflow is kept for silt
deposition. The filtration tank dimension would be 3 m (length) x 3 m (width) x 1 m (depth)
with 0.15 m dia recharge well of 30 m depth depending upon the formation for recharge in
aquifer through vadose zone. Each structure will be capable of handling rainwater volume @
27 m3/day.
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
e. Calculation of annual recharge:
S.
No
Type of
Structure/ Surface
Area [A]
(sq. m.)
Run off
Coefficient
[C]
Intensity
of rainfall [I]
(m/annum)
Total discharge
[Q= CIA]
(m3/ annum)
1. Roof Top 6310.02 0.9 0.597 3390.37
2. Landscape 2498 0.3 0.597 447.39
3. Paved 6771.98 0.75 0.597 3032.15
Grand Total (1-3) 15580 6869.91 say 6870
Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting structure
would be 6870 m3/ annum.
Project : “Hotel Crown Plaza” (Expansion)
Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator
SOIL ENVIRONMENT:
Location:
Parameters
Color
pH (1:10)
Conductivity (1:10)( µS/cm)
Moisture (%)
Chlorides as Cl (%)
Sulphate as SO4
Total Carbonates (%)
Total Organic Matter (%)
Nitrogen as N (%)
Phosphorous as P(%)
Potassium
*Monitoring report is enclosed as
WASTE MANAGEMENT
Construction Waste:
• About 350 MT of the construction waste will be generated. Details of the same is given as
under:
: “Hotel Crown Plaza” (Expansion)
Environmental Management PlanJ.R. Recreation Clubs and Resorts Limited
SOIL ANALYSIS
Location: Project Site; Date of sampling: 12.10.2015
Parameters Results
Color Light Brown
pH (1:10) 7.89
Conductivity (1:10)( µS/cm) 298
Moisture (%) 8.5
Chlorides as Cl (%) 0.038
Sulphate as SO4 0.021
Total Carbonates (%) 0.2
Total Organic Matter (%) 0.87
Nitrogen as N (%) 0.08
Phosphorous as P(%) <0.005
Potassium as K (%) 0.05
Monitoring report is enclosed as Annexure VII
WASTE MANAGEMENT:
MT of the construction waste will be generated. Details of the same is given as
Conceptual Plan &
Environmental Management Plan
Authorized Signatory
MT of the construction waste will be generated. Details of the same is given as
Project : “Hotel Crown Plaza” (Expansion) Conceptual Plan &
Environmental Management Plan Promoter : J.R. Recreation Clubs and Resorts Limited
EIA Coordinator Authorized Signatory
POST CONSTRUCTION PHASE:
The solid waste generated from the project considering full occupancy will be mainly domestic
waste and estimated quantity of the same will be approx 228 kg/day. The solid waste generated will
be first segregated as plastic, glass, paper, and other waste separately and disposed off as per MSW
Rules
ENERGY CONSERVATION CALCULATIONS:
• Total landscape and street light load will be met through solar powered fixtures.
• Total geyser load can be reduced by 10% by using solar power.
• Lift load can be reduced by 23% by use of VF drives.
• All capacitors will be provided with Harmonic Filters to avoid distortion in Voltage.
• Automatic Power Factor correction panel with capacitor will be used for Common Load &
Fixed Capacitor for Transformer to minimize the losses.
• Insulation of exposed walls and roof will be done to minimize heat gains inside the building.
This will help to reduce the air conditioning demand of the buildings.
• Emphasis will be given on low maintenance, low wattage and longer life in selection of chokes
and lamps for all common area and external light fixtures.
********