Date: 03.01.2014
To, The Director, CRZ, Infrastructure & Miscellaneous Projects & New Construction & Industrial Estates, Projects Expert Appraisal Committee, Ministry of Environment & Forests, Delhi.
Sir,
Sub: Submission of CRZ application for our RCC Construction– CRZ Clearance - Reg.
With reference to above we here with submit CRZ application along with duly filled questionnaire for our proposed RCC Proof building construction at Sy No: 25/9 to 14,
Rushikonda Village, Bheemili Beach Road, Division No. 06, Zone -1, GVMC, Visakhapatnam.
The total site area is 4152.05 Sq.mts and the total Built up area (Stilt +G + First floor) will be of
2289.05 Sq mts.
In this regard we request you to kindly consider our application for the CRZ Clearance.
Thanking you Yours faithfully For ANANTHAKOTI RAJU DEVELOPERS PVT LTD
Authorized Signatory INDEX 1. CRZ Application
2. Questionnaire
3. Ground Water Report –Annexure –I
4. Sewage Treatment Plant – Annexure –II
5. Solid waste Generation
6. Solar Energy
7. Demarcation of HTL & CRZ Mapping
8. VUDA Master Plan
9. CZMA Minutes
10 . CFE From APPCB
11. Bulk Water supply from GVMC
12. P. rovisional Registration under Tourism Policy
13 . Collector Acknowledgement
14 . Ground Water Report by Ground Water Department
APPLICATION FORM
I A Name and address of the project ANANTHAKOTI RAJU DEVELOPERS PVT. proposed LTD, S.NO: 25/9 TO 14 OF RUSHIKONDA VILLAGE, BHEEMILI BEACH ROAD, DIVISION NO 8, ZONE -1, GVMC, VISAKHAPATNAM Dt., A.P. B Location of the project Name of the place Rushikonda Village District Visakhapatnam District Latitude / Latitude 17º47’14.11” N Longitude Longitude 83º23’4.20” E Nearest Airport Visakhapatnam Airport – 18.15 km Railway Station Visakhapatnam Railway Station - 12.35km C Site Selection Not applicable. Alternative Sites examinated Reason for selecting the proposed site D Does the site conform to stipulated land Yes, the site conforms to the stipulated land use use as per local land use plans II Objectives of the project Construction of RCC proof building in Stilt, Ground floor & first floor and function hall, Meditation hall III A Land requirement Total area of the land = 4152.05 Sq.mts 1. Agricultural land Block –A (Stilt +G +First floor) = 978.4 Sq.mts Block- B (Stilt +Ground Floor) = 929.02 Sq.mts Block-C (Stilt +G +First floor) = 381.63 Sq.mts Total built up area =2289.05 sq.mts Parking area = 924.88 Sq.mts 2. Forest land and Density of Nil
vegetation -- 3. Other (specify) B 1: Land use in the catchment within the The land use map is given as enclosure 10Km radius of the proposed site Flat Terrain 2: Topography of the proposed area indicating gradient, aspects and altitude 3. Erodability classification of the proposed land C Pollution sources existing within 10Km Health City – 8.0 Kms radius and their impact on the quality of air, water and land D Distance of the nearest Park / Sanctuary / Indira Gandhi Zoological Park – 4.25 Km Biosphere / Monuments / Reserve / Kambalakonda Eco-Tourism Park – 4.75 Km heritage site / Reserve Forest E Rehabitation Plan for quarries/ borrow Quarry / Borrow material will be from areas approved quarries. A environmental management plan for the quarry / borrow areas will be prepared and implemented. F Green Belt Plan The plantation shall be taken up during the design stage wherever the construction is not proposed. In addition, 1.00m wide green belt all around the site premises will be developed. G Compensatory Afforestation plan Not applicable IV Climate and Air Quality A Wind rose at site The predominant wind directions observed during the study period are Summer - SW Winter - SE & SW Monsoon - NE&NW B Max. / Min. / Mean annual temperature Maximum Temperature : 460C Minimum Temperature : 240C C Frequency of inversion - D Frequency of cyclones / Data on number of cyclones in Visakhapatnam tornadoes / cloudburst Region on average 1-2 cyclones by annual may occur, cyclones are frequent during the month of November.
E Ambient air quality area Air quality with respect to PM10, PM2.5, SO2,
NOX at all the locations is within the CPCB stipulated National Ambient Quality (NAAQ) Standards for the respective land use categorization. Enclosed in questionnaire. F Nature & Concentration of emission of Construction Phase
SPM, Gas, (CO2, CHn, CO, NO2, etc.) Dust generation due to construction from project. activities Noise pollution from heavy machinery and transportation. Vehicles involved in transportation of construction materials. Alteration of Drainage Operation phase Generation of exhaust gases from transport and utilities Consumption of natural resource Sewage Management Operation of emergency DG sets Emissions will mainly comprise of
SPM, SO2 and NOX, V Water Bodies A Water balance at site Fresh Water: Domestic –3.75KLD Others – 8.0 KLD Waste Water: Domestic – 2.5K LD B Lean season water availability Not Applicable C Source to be tapped with competing users - (rivers, lake, ground, public supply) D Water quality The Municipal water is used for domestic purposes. E Changes observed in quality and quantity There is no extraction ground water for meeting of ground water in the last 15 years and the domestic activity. present charging and extraction details F 1.Quantum of waste water to be release 2.5 KLD of waste water will be released from with treatment details the proposed activity. Disposal: Septic Tank followed by soak pit/Gardening 2. Quantum of quality of water in the Not applicable receiving body before and after disposal of waste.
3.Quantum of waste water to be released Purpose Quantity Mode of final disposal on land and type of land Drinking 3.75 KLD Septic tank followed by soak pit/
Others 8.0 KLD Greenbelt/Municipal sewer
Total 11.75 KLD
Type of Land : Flat Terrain G Details of reservoir water quality with Not applicable necessary Catchment Treatment Plan Not applicable Command area development plan Note: No Catchment area exist within 2 Km of site area. VI SOLID WASTE A Nature and quantity of solid wastes Solid wastes will be mainly, domestic generated Nature: - 1. Garbage 2. Used batteries 3. Waste Oil B Solid waste Details 1. Garbage – 20Kg/day 2. STP Sludge – 1Kg/Day 3. Used Batteries – 2 Nos./Year 4. Waste Oil – 30 LPA VII Noise and vibrations A Sources of noise and vibrations The following are expected during construction and operation of the Residential Apartment. Construction phase: Machinery / Construction equipment Vehicles involved in transportation of construction materials Operation phase: Diesel Generator units, Air compressors, etc. Vehicular movement B Ambient noise levels The ambient noise levels in the study area range from 45 – 75dB(A) C Noise and vibration control measures The abatement measures include proposed DG Sets will be acoustic enclosures Green belt development Tree plantation all around the site premises are recommended within the project premises. D Subsidence problem, if any with control Not reported measures VIII Power requirement indicating source of Power requirement estimated for the proposed supply facilities is around 50 KVA. Power to meet the above requirements will be Provided by APSEB. Complete environment details to be No captive power plant unit proposed furnished separately, if captive power unit proposed IX Peak labour force to be employed giving About 30 laborers would be employed during details the construction.
Endemic health problems in the area due As per records no such endemic diseases are to waste water/air/soil-borne disease acrossed.
Health care system existing and proposed Availability of first aid and health facilities, Construction workers are to be provided with personal protective equipment (PPE), such as ear plugs, helmets, safety shoes etc. X A Number of villages and population to be Nil displaced B Rehabilitation master plan Not applicable XI Risk Assessment Report and Disaster Management Plan XII Reports prepared as per guidelines of Not Applicable MOEF issued from time to time As the project is not covered under EIA notification, 2006. A Environmental Impact Assessment Not Applicable B Environmental Management Plan Not Applicable C Detailed Feasibility Report Not Applicable D Duly filled in questionnaire Enclosed XIII Details of Environmental Management Organization chart Cell
I here by give an undertaking that the data and information given above are true to the best of my knowledge and belief and I am aware that any if any part of the data / information submitted is found to be false or misleading at any stage, the project be rejected and the clearance given, if any, to the project is likely to be revoked at our risk and cost.
Signature of the applicant Date: 31.12.2013 Place: VISAKHAPATNAM
QUESTIONNAIRE FOR ENVIRONMENTAL APPRAISAL (FOR LAYING PIPELINES & CONVEYANCE FACILITIES FOR INDUSTRIES AND OTHER PROJECTS LOCATED IN CRZ EXCEPT PORTS & HARBOURS)
Note 1 : All information given in the form of annexures should be part of this file itself. Annexures as separate files will not be accepted. Note2 : Please enter x in appropriate box where answer is Yes/No
I. General Information
A. Name of the Project : Ananthakoti Raju Developers Pvt. Ltd
1. Existing project/proposed project/ expansion project/modernization project : Proposed Project 2. If Existing/expansion/ modernization project, whether environmental clearance has been obtained : NA
Square Metres B. Size (Built up Area) 2289.05
C. Location
Village Tehsil District State
Rushikonda Visakhapatnam Visakhapatnam Andhra Pradesh
D. Geographical Information
1. Survey no. 25/9 to 14
2. Latitude 17047’14.11” N
3. Longitude 83023’4.20” E
4. Elevation above Mean 10.3 Sea Level (Metres)
Hotels/Beach Resorts and Other Projects 1 5. Total Area envisaged for 0.4152 Ha setting up of project (in ha.)
6. Nature of terrain Flat
7. Nature of Soil (permeability) Black cotton with patches of red soil
8. Stability Status of the Coast, i.e.
(i) Is it stable? Yes √ No No
(ii) Is it accreding? Yes No √
(iii) Is it eroding? Yes No √
(iv) Is it prone to flooding? Yes No √
9. Nature of Coast, i.e., (i) Rocky --
(ii) Sandy √
(iii) Others (Please specify) Black cotton with patches of red soil
II. Current land use of the proposed project site Area (in hectares)
A. Agricultural 1. Irrigated Nil
2. Unirrigated -- B. Homestead 0.4152Ha
C. Forest Nil
D. Notified Industrial Area/Estate NIL
E. Grazing NIL
F. Fallow NIL
Hotels/Beach Resorts and Other Projects 2 NIL G. Mangroves
H. Orchards ---
I. Sand dunes NIL
J. No development zone NA
K. Marshes NA L. Others (Please specify) Recreation zone as per VUDA master plan
Total 0.4152Ha
III. Alternate sites considered from environmental consideration
A. Proposed site is own land proposed to be developed as Resorts for promoting tourism.
B. ______
C. ______
D. ______
IV. Reason for selecting the proposed site from environmental consideration.
Drainage area developed in the surrounding area
Pleasant Sea View
Surrounding area already developed
V. Does the proposed project site conform to the stipulated land use as per the local land use plan?
Yes X No VI. What is the categorization of the area (as per approved CZMP)?
CRZ-I CRZ-II CRZ-III CRZ-IV
Hotels/Beach Resorts and Other Projects 3 VII. Does the proposed activity qualify under the category of permissible activity?
Yes No
If yes, under what provision is it permitted?
S.No. Provision No.
1 Para 8 under (III) CRZ III 3B (i)
VIII. Does the proposed project site involve any breeding or nesting ground?
Yes No X If yes, provide the following details:
A. Name of the aquatic organism
B. Type of habitat
C. Period of year in which activity takes place
IX. Site preparation.
A. Is the proposed site located in low-lying area?
Yes No X
B. Level before filling (above MSL, in m)
C. Level after filling (above MSL, in m)
D. Details of fill material
Hotels/Beach Resorts and Other Projects 4 Quantity of Fill Material Source required (in cu. m.)
E. Does the site preparation require cutting of trees?
Yes No X
F. If yes, how many trees are proposed to be cut? 1. Does it include any protected/endangered species (as per BSI list) ? Yes No X
2. If yes, provide detail.
G. Does the project involve construction on any sandy stretch?
Yes No X If yes, please furnish detail.
H. Height (above MSL in m.) 6 Mts
I. Does the project involve extraction of sand, leveling or digging of sandy stretches within 500 mts of high tide line
Yes No X
If yes, mention the activity involved and area.
1. Activity
2. Area (sq. metre)
Hotels/Beach Resorts and Other Projects 5 J. Does the project involve any land reclamation?
Yes No X If yes, pl. provide the following details.
1. Activity for which land to be reclaimed
2. Area of land to be reclaimed (ha)
K. Does the project involve any dredging?
Yes No X
If yes, provide details (capital/maintenance,
Extent of dredging, disposal of dredged material etc)
L. Is any sand proposed to be removed from sand dunes? Yes No X Whether there will be any change in the drainage pattern after the proposed activity?
Yes No X
If yes, what are the changes?
M. Does the project involve cutting/clearing of mangroves?
Yes No X If yes, give detail
Area (ha)
Species Existing health
N. Whether there will be any ingress of saline water into ground/surface water/soil due to project?
Yes No X
Hotels/Beach Resorts and Other Projects 6 X. Please indicate area earmarked for each of the following (in Square meters)
S.No. 0-200 Sq.mt 200-500 Sq.mt Beyond 500 Sq.mt
1 Area of all buildings -- 924.88 --
2 Courts ------
3 Playground ------
4 Swimming pool ------
5 Lawns -- 488.68 --
6 Amusement park ------
7 Landscaping -- 730.0 --
8 Approach Road -site left ------for road widening
9 Tree plantation -- 865.66 --
10 Waste water treatment -- 20.0 --
11 Solid waste disposal -- 2.0 --
12 Others (Open Space Area) 380.11 740.72 --
TOTAL 380.11 3771.94 --
XI. Project Details. A. Total Area of the plot (in square metres) 4152.05 1. Area within 200 mts of HTL 380.11
2. Area between 200-500 mts of HTL 3771.94
3. Area beyond 500 mts of HTL --
B. Width of the plot along the coastline (in metres) 107
Hotels/Beach Resorts and Other Projects 7 C. Width of access road to the beach through the property on either side of the Hotel/Beach Resort left for public access (in metres )
1. Left side --
2. Right side -- D. If the width of the plot along the coast is more than 500 metres, whether additional public access to the beach has been provided through the property? Yes No X If yes,
1. Width of public access road (in metres)
2. Area of public access road (in metres)
3. Distance along the coastline between two public access roads to the beach(in metres) E. Details of Buildings to be constructed (layout to be provided) No. of Area of each building Distance from HTL Height of each buildings (Sq.metres) (metres) building (metres)
3 Main Building – 333.16 >200mts 9Mts
Function hall – 464.51 >200 mts 9Mts
Meditation hall – 127.21 >200 mts 9Mts
F. Floor space index / Floor space area. In metres 1. Ground coverage between 200-500 metres 917.84 of HTL 453.33 2. Coverage of first floor 1371.17 3. Total floor area (1+2) 380.11 4. 100% of plot area within 200 meters of HTL 3771.94 5. Plot area between 200-500 meters of HTL 4152.05 6. Total (4+5) 0.33 7. Floor space index (3/6) Hotels/BeachNote: Point No:Resorts 4 Calculated and Other as Projects per CRZ Notificatio n 2011 8 F. Is it proposed to construct any basement? Yes X No If yes,
1. Depth of Basement (meters) 2.75
2. Area of basement (Sq. meters) 924.88 3. Activity/Purpose Resorts 4. Maximum Ground water
Table (metres)
5. Has the approval of Ground Yes No X Water Board been obtained? G. Whether construction would be consistent with the surrounding landscape and local architecture? Yes X No
If no, reason for adopting different architectural style may be specified.
I. Number of rooms to be constructed
1. Ground floor -
2. First floor -
XII. Details of the location:
Sea* Other Water bodies Rivers/creek/lake etc*. (Please specify) Distance of seaward 200mts boundary of the plot (in m) Distance of seaward 230mts boundary of construction (in m.)
* From high tide line
Hotels/Beach Resorts and Other Projects 9 XIII. Surroundings A. Whether there are any structures existing within 1 km of the periphery along shore of the proposed site ? Yes No X
B. If yes, please provide details along with a layout plan: 1. Distance of each structure from the boundary of the NA Proposed site
2. Distance of each structure from the HTL NA
3. CRZ classification as per approved CZMP NA XIV. Whether any of the following exist within 7 km. of the periphery of the project site. If so, please indicate aerial distance and the name of the site.
S.No. Name Aerial Distance (in km)
1 National Park No
2 Marine Park No
3 Sanctuary/Tiger Reserve/Elephant No Reserve/ Turtle Nesting Ground
4 Core Zone of Biosphere Reserve No
5 Reserved Forest No
6 Wildlife Habitat No
7 Habitat of endangered/exotic No species
8 Coral Reef No
9 Mangroves No
10 Lakes/Reservoirs/Dams No
11 Breeding Site No
12 Nesting Site No
Hotels/Beach Resorts and Other Projects 10 XV. Transportation system
Type
Transportation System Road Rail Airport A. Existing Yes B. After the proposed activity Strengthening the Approach Road C. Whether existing network is adequate
Yes X No E. If not, provide details of alternative proposal
XVI. Raw material transportation to the site , (Quantity in tonnes per day)
A. During construction
S.No. Item Quantity Mode of Transportation
1 Brick Through road trucks
2 Sand Through road trucks
3 Iron Through road trucks
4 Others (Please Specify)
B. After construction
No of trips/day Mode
Material
Manpower
XVII. Whether the area is affected by cyclone
Yes X No If yes provide A. Maximum wind speed reached – 60-120 KMPH B. Frequency of cyclone – 29 Cyclones in 37 Years C. Distance affected from high tide line-Nil Source: Joint Typhoon Warning Centre
Hotels/Beach Resorts and Other Projects 11 XVIII. Ambient Air Quality (for RPM, SPM, SO2, NOx, CO) –
Procedures adopted should be as per guidelines of CPCB and should cover one full season excluding monsoon.
Date, Time Concentration as monitored (in Permissible Remarks (Name of & Location g/cu.m.) Standard(As per the instrument and SPCB guidelines) sensitivity) SPM,SO2,Nox,CO
Rushikonda PM 10 -42 microgram/cum 100 Envirotech-Delhi
20-05-2013 PM 2.5 -18 microgram/cum 60 Calibrated
SO2 - 12 microgram/cum 80
NOx -10.5 microgram/cum 80
XIX. Water Requirements (cum. /day)
Purpose Avg. Peak Source Type Treated / Remarks Demand Demand untreated/Fresh/R ecycled
A) Project Area Municipal Fresh supply 1. Washing 2. Dust suppression
3. Drinking 3.75 5.0 4. Green Belt
5. Fire Service 6. Others (Pl. 8.0 10.0 Specify) B) Township Area Nil Nil Nil Nil Nil 1. Green Belt
2. Drinking
3. Other(Please Specify)
TOTAL 11.75 15.0
Hotels/Beach Resorts and Other Projects 12 XX. Source of Raw Water Supply (Net)
S.No. Source Cu.m./hr Cu.m./day
1 Sea -- --
2 River -- --
3 Groundwater -- --
4 Rain water harvesting -- --
5 Municipal water supply -- 15.0
6 Others (Pl. specify) -- --
XXI. In case of groundwater from Dug wells in the CRZ area – Not Applicable
A. No. of wells (existing) within No. Yield (kl/day) 1. 0-200 metres
2. 200-500 metres 01
B. New wells (proposed) within a) 0-200 metres b) 200-500 metres
XXII. Lean Season flow in case of surface water (cum./sec)
XXIII. Groundwater A. Recharge Rate (cubic meters) B. Withdrawal rate (cubic meters) Groundwater Table: A. Pre monsoon (metres BGL) 80 feet
B. Post monsoon (meters BGL) 60 Feet
Note: GVMC order No Lr. RC No. 059/2012-13/EE-I (WS-M) Dt: 21.10.2013
Hotels/Beach Resorts and Other Projects 13 XXIV. Competing Users of the Water Source – Nil
S.No. Usage Present Consumption Addition Proposed as Total (cu.m/day) per local plan
Surface Ground Surface Ground Surface Ground
1 Irrigation
2 Industry
3 Drinking
4 Others (Please specify)
Total
XXV. Physico chemical analysis of Raw Water at intake point - as project is using Ground Water:
Details of Physico chemical analysis of Ground water is enclosed as Annexure –I Note: Water supplied by GVMC XXVI. Physico chemical analysis of treated water to be used in the Project/Township (Envisaged Standards). Details of Physico chemical analysis of Treated water is enclosed as Annexure -II XXVII. Waste Water Management
A. Waste water and /or sewage treatment plan – Enclosed as Annexure -II
B. Composition/characteristics of discharge before and after treatment
Item Characteristics
Before After
pH 6.8 – 7.2 7.5 – 7.8 Total Dissolved Solids 1400 – 1700 mg/l <1200 mg/l Suspended Solids 200 -600 mg/l <0.5mg/l Chemical Oxygen Demand – COD 400 – 500 mg/l < 50 mg/l Bio-chemical Oxygen Demand – 300 – 350 mg/l <30 mg/l BOD (3 days incubation at 270C) <10 mg/l NIL Oil & Grease
Hotels/Beach Resorts and Other Projects 14 C. Daily discharge (cu.m./day) from different sources
1. Toilet/sewage 03
2. kitchen -- 3. Washings 03 4. Other 03 Total 09 D. Quantity of water recycled
1. (in %) 72
2. (in cu.m/day) 6.5 E. Details of recycling mechanism 1. During monsoon season 3.75 KLD used in Utilities
2. Other than monsoon season F. Mode of final discharge/disposal
S.No. Mode Length (in m.) Quantity(in cu.m./day)
1 Open Channel -- --
2 Pipeline -- --
3 Others (Please specify) On land for 2.5 Cum/Day gardening/toilet flushing
G. Point of final discharge :
S.No. Final Point (please specify the location) Quantity discharged (in cum.)/day
1 Agricultural land Nil
2 Fallow Land Nil
3 Forest Land Nil
4 Green Belt & Lawn Areas 2.5
5 River Nil
Hotels/Beach Resorts and Other Projects 15 6 Lake Nil
7 Estuary Nil
8 Sea Nil
9 Soak Pit Nil
Total 2.5
H. Lean season flow rate in case of Nil river/stream/creek (cumecs)
I. Downstream users of water (cusecs/cumecs)
1. Domestic
2. Irrigation
3. Fisheries
4. Others (Please specify)
Total
J. Analysis of river water 100 metres upstream of discharge point and 100
metres downstream of discharge point and details of aquatic life in case of
discharge into water bodies.
XXVIII. Solid Waste
A. Details
S.No. Source Qty (TPM) Form Composition
1 Raw Water Nil treatment
2 Waste Water 01 kg/day STP treatment
3 Others - Garbage 20 Kg/day Garbage
Hotels/Beach Resorts and Other Projects 16 B. What are the possibilities of recovery and recycling of wastes? Used as manure in fields
C. Possible users of Solid Waste. D. Method of disposal of solid waste Method Qty (TPM)
E. Landfill
F. Incineration
G. Other (pl. specify) H. In case of landfill
1. Is solid suitable for landfill Yes No No
2. Dimensions 3. Life of landfill (years)
4. Proposed precautionary and mitigation measures
I. In case of incineration:
Details of incinerator
1. Size
2. Capacity
3. Fuel
J. Likely composition and quantum of emissions
S.No. Components Quantity (in cu.m/hr)
K. Frequency of incineration/annum
L. Others alternative proposed along with details
Hotels/Beach Resorts and Other Projects 17 XXIX. Noise level (dB)
A. Source Generator
B. Level at Source (db) 62
C. Level at project boundary (dB) 60 D. Abatement measures - Silencer XXX. Fuel/Energy Requirements A. Total Power Requirement (KVA)
S.No. Project Other(please specify) Present (in -- existing) Proposed 50
Total 50
B. Source of Power (MW) S.No. SEB/Grid Captive power plant DG Sets 1 Present --
2 Proposed 50 KVA -- 25 KVA (Stand By)
Total 50 KVA -- 25 KVA (Stand By)
C. Details of Fuel used
S.No Fuel Daily Consumption Calorific % Ash % Sulphur . (TPD) value Existing Proposed (Kcals/kg) 1 Naphtha
2 HSD 50 5500 -- <0.3%
3 LSHS
4 Furnace Oil
5 Coal
6 Lignite
7 Other (Please specify)
Hotels/Beach Resorts and Other Projects 18 XXXI. Occupational Health
A. What are the major occupational health and safety hazards anticipated -Nil
B. What provisions have been made/propose to be made to conform to health/safety requirements – fire safety & electrical safety alarm etc
C. Details of personal protective equipment provided/to be provided to the workers
XXXII. Green Belt
A. Total area of project (in ha.) 0.415
B. Area already afforested (for existing projects), in ha. --
C. Area proposed to be afforested (in ha.) --
D. Width of green belt (minimum, in m.) 1.00
E. Trees planted & proposed Nos. Survival Rate Species
Planted
Proposed 25
Major species
XXXIII. Construction Phase
A. Estimated duration of construction B. Number of persons to be employed for construction
a) Peak 30
b) Average 25
C. What provision has been made for the sewage treatment for the construction workers?
Hotels/Beach Resorts and Other Projects 19 Sewage Treatment Plant and treated water will be used for Greenbelt development.
D. How the fuel (kerosene/wood, etc.) requirement of labour force will be met to avoid cutting of trees from the adjoining areas
E. Measure for Health care with emphasis on protection from endemic diseases. Regular medical checkups for the employees.
XXXIV. Socio economic profile
A. Human Settlement S.No. Aerial distance from the periphery of the site
Upto 500m 500m to 3000 m from the 3000m to 7000m from periphery from the periphery periphery 1. Population ------
2. Number of ------Houses
3. Present ------Occupational Pattern
B. Economic activity
S. No. Population Occupation Average Income per (Agriculture/horticulture/ annum fishing/ tourism/transport/ construction) 01 ------
XXXV. Rehabilitation & Resettlement plan- Not Applicable
A. Population to be displaced
S.No. Name of Population Village Land oustees Homestead Land and Homestead only Oustees only Oustees 1 2 3
Hotels/Beach Resorts and Other Projects 20 B. Rehabilitation Plan for oustees
C. Site where the people are proposed to be resettled and the facilities to be provided at the new site
D. Compensation package
E. Agency/Authority responsible for their resettlement.
F. Approval/comments of competent authority
XXXVI. Pollution Control
A. Details of Pollution Control Measures/Environmental safeguards:
S.No. Existing Proposed to be Installed 1. Air Exhaust and Acoustic enclosures 2. Water Sewage Treatment plant 3. Noise Acoustic enclosures for D.G set 4. Solid Waste Stored in covered area and sent to Municipal authorized parties for disposal / reuse. C. Protection of
1. Forest 2. Agricultural land 3. Grazing land 4. Top soil 5. Natural resources 6. Sand dune 7. Hill feature 8. Reclaiming borrow lists 9. Low lying list 10. Soil and slope stabilization
D. Preventing siltation
D. For Existing Units Only
1. Difficulties encountered in implementing pollution control measures.
2. Efficiency of each pollution control equipment/system installed.
Hotels/Beach Resorts and Other Projects 21 S.No Name of the System Design Efficiency % Present Working Equipment efficiency % 1 2 3
Proposed Units
S.No Name of the System Design Efficiency % Present Working Equipment efficiency %
XXXVII. Expenditure on Environmental Measures
A. Capital cost of the project (as proposed to the funding agency/financial institutions (Rs. Crores) 2.0
B. Cost of environmental protection measures (Rs. Lakhs)
S.No. Recurring Cost per annum Capital Cost 1 Pollution Control 2 Pollution Monitoring 3 Solid Waste Management 4 Occupational Health 5 Green Belt 6 Others ( Pl. Specify) Total 0.30 Lakhs
XXXVIII. Public Hearing Not Applicable
A. Date of Advertisement:
B. Newspapers in which the advertisement appeared
C. Date of Hearing
D. Panel Present
Hotels/Beach Resorts and Other Projects 22 E. List of Public present along with addresses and occupation F. Summary/details of public hearing
Issues raised Recommendation of panel Response of Project Proponents
The data and information given in this Performa are true to the best of my knowledge and belief:
Date: Signature of the Applicant with full name & address. Place: Visakhapatnam
Given under the seal of organisation on behalf of whom the applicant is signing.
Hotels/Beach Resorts and Other Projects 23
ANNEXURE –I GROUND WATER REPORT
Physico-Chemical Analysis of Groundwater - at
S.No Location Code Location Source of Collection 1. GW 1 Rushikonda village(Residential area) Ground water 2. GW 2 Rushikonda village(near GITAM college) Ground water
Date of Collection: 24-08-2013
S.No. Parameter Unit GW1 GW2 IS:10500 Standards Physical Characteristics Desirable Permissible 1. Colour Hazen < 2 < 2 5 15 2. Temperature of Water 0C 26.8 26.5 - - 3. pH - 7.58 7.82 6.5-8.5 6.5-8.5 4. Turbidity NTU 0.6 0.9 1 5 5. Total Suspended Solids mg/l 5.8 8.3 - - 6. Total Dissolved Solids mg/l 835 991 500 2000 7. Conductivity mhos/cm 1310 1554 - - Chemical Charcteristics
1. Total alkalinity (as CaCO3) mg/l 185 248 200 600 2. Alkalinity as Phenolphthalein mg/l Nil Nil - - 3. Alkalinity as Methyl orange mg/l 185 248 - -
4. Total Hardness (as CaCO3) mg/l 430 472 300 600 5. Chlorides as Cl mg/l 265 360 250 1000 6. Calcium as Ca mg/l 108 120 75 200 7. Magnesium as Mg mg/l 38.8 41.7 30 30 8. Residual chlorine mg/l Nil Nil 0.2 1.0 9. Fluoride as F mg/l 0.81 0.88 1.0 1.5
10. Nitrates as NO3 mg/l 3.05 3.12 45 45
11. Sulphates as SO4 mg/l 42.6 58.6 200 400 12. Arsenic as As mg/l BDL BDL 0.01 0.05 13. Cadmium as Cd mg/l BDL BDL 0.003 0.003 14. Copper as Cu mg/l BDL BDL 0.05 1.5 15. Lead as Pb mg/l BDL BDL 0.01 0.01 16. Iron as Fe mg/l 0.08 0.12 0.3 0.3 17. Manganese as Mn mg/l BDL BDL 0.1 0.3 18. Zinc as Zn mg/l 0.04 0.05 5.0 15.0 19. Dissolved Oxygen mg/l 6.53 6.40 - - 20. BOD (3 days @ 270C) mg/l BDL BDL - - 21. COD mg/l BDL BDL - - 22. Kjeldhal Nitrogen mg/l 2.06 1.26 - - 23. Free Ammonia mg/l BDL BDL 0.5 0.5 24. Dissolved phosphates mg/l BDL BDL - -
25. Phenolic Compounds as C6H5OH mg/l BDL BDL 0.001 0.002 Microbial Characteristics 1. E. Coli MPN/100 ml ND ND ND ND 2. Total Coliforms MPN/100 ml ND ND ND ND
ANNEXURE -II SEWAGE TRATMENT PLANT
WASTEWATER QUALITY AND QUANTITY TREATMENT SECHEME The wastewater generated is highly organic and hence it is amenable to biological treatment. The wastewater is first sent to bar screen to remove any floating matter. Then equalization of the wastewater is done to reduce the shock loads on the treatment system. Then the wastewater sent to primary settling tank to remove settable suspended solids after treatment the wastewater is treated biologically by activated sludge process to reduce the BOD and COD load in the effluent. The wastewater after secondary treatment is sent to green belt development. The sludge generated from the treatment system is dewatered on Sludge drying beds.
WASTEWATER QUALITY AND QUANTITY
Flow Designed 20 m3/day
Actual flow 12 m3/day
pH Neutral
Bio chemical oxygen
(3days incubation at 270C) 420 mg/l
Chemical oxygen demand 600 mg/l
Total dissolved solids 1700 mg/l
Suspended solids 260 mg/l
Chlorides <400 mg/l
Sulphates <200 mg/l
TREATMENT SYSTEM
Based on the literature available and after study of effluent characteristics the following treatment system has been designed I PRIMARY TREATMENT
i. Bar screen chamber ii. Equalization cum neutralization tank iii. Dosing system
II ACTIVATED SLUDGE PROCESS – Secondary Treatment
i. Aeration tank
ii. Secondary clarifier
iv. Sludge drying beds
III TERRITIARY TREATMENTPROCESS
i. Sand filter ii. Activated carbon filter iii. chlorination
III MODE OF DISPOSAL The wastewater after treatment is used for development of Green belt within the premises / drainage network/soak pit.
PRIMARY TREATMENT BAR SCREEN CHAMBER Screen is the very first operation carried out at treatment plant, and consists of passing the effluent through screens, so as to trap and remove the floating matter, such as plastics, gunnie bag pieces, pieces of paper, cork, hair, fiber, etc., present in effluent. These floating materials if not removed, will choke the pipes, or adversely affect the working of the pumps. Thus the main idea of providing screens is to protect the pumps and other equipments from the possible damage due to the floating matter.
Bar screens are provided with an inclination of 300-600 to the direction of flow. Large floating matter is obstructed by these screens. The screens are to be cleared frequently by manually to allow free flow of wastewater in to the treatment system.
COLLECTION TANK The wastewater varies widely in its characteristics both qualitatively and quantitatively and hence a collection tank will be provided to hold the effluent for certain period. The detention time in this tank is 9 hours.
FLASH MIXER
The effluent from collection tank pumped into the flash mixer. It have been given to provide rapid mixing of coagulants which will be coagulation / flocculation process.
200RPM agitator is provided for mixing of coagulants. The effluent from the mixer flows in to the clarifier by gravity.
SECONDARY OR BIO LOGICAL TREATMENT CHEMISTRY OF BIOLOGICAL REACTION
The coagulation of non – settleable collection solids and the stabilization of organic matter contributing to BOD are reduced by principally by bacteria. The microorganisms convert the colloidal and dissolved carbonaceous organic matter into various gases and into cell tissue. Because cell tissue has a specific gravity slightly than water the resulting tissue can be remove from the liquid by gravity setting.
The converter of organic matter into gaseous end products and cell tissue can be accomplished aerobically. An aerobically or facultatively suspend growth or attached growth system. In aerobic conversion a part of the organic matter is converted to end products and other part to obtain the energy for the synthesis of new cells and hence the growth. This growth pattern consists of the following three phases. i) The log growth phase – There is always an excess amount of food surrounding the microorganisms and the rate of metabolism and growth, is only a function of the ability of the microorganisms to process the substrate. ii) Declining growth phase – The rate growth and hence the mass of bacteria is decreases because of limitations in the food supply. iii) Endogenous phase – The microorganisms are forced to metabolize their own protoplasm without replacement, since the concentration of available food is at a minimum. During this phase a phenomenon known as lysis can occur in which the nutrients remaining in the dead cells diffuse out to furnish the remaining cells with food.
In most biological treatment systems, these three processes occur simultaneously in the activated sludge process, the bacteria are the most important microorganisms, because they are responsible for the decomposition of organic materials in the influent. In the reactor, or mixed reactor, or mixed liquor tank, a portion of the organic waste matter is used to obtain energy for the synthesis of the remainder o f he organic material into new cells. While bacteria are the microorganisms, that actually degrade the organic waste in the influent, the metabolic activity of other microorganisms is also important in the activated sludge system.
For example protozoa and rotifers act as effluent polishers protozoa consumes dispersed matter that have not flocculated and rotifers consume small biological flocculated particles that have not settled.
AERATION TANK Supernatant from the equalization/Neutralization tank over flows in to the aeration tank where the organic matter in the effluent is biologically decomposed under aerobic conditions. The mixed liquor in the tank is aerated by using 1 no. slow speed aerator. The MLSS in the aeration tank is maintained around 3000 mg/l by return sludge, dissolved oxygen of 1 to 3 mg/l has to be maintained. . The mixed liquor from this tank over flows into the secondary settling tank.
SECONDARY SETTLING TANK
The mixed liquor from the aeration tank overflows into the secondary settling tank. Here the effluent is kept under comparatively quiescent condition. This allows the solids from mixed liquor to settle. The mixed liquor enters the centre of the secondary settling tank and distributes itself equally of all sides. It leaves through the periphery of the tank. The wastewater moves very slowly facilitating setting of sludge at the bottom as specific gravity of sludge is higher than that of water. A scrapper mechanism is provided at the bottom. This scraps the sludge at the bottom into the center well. The required amount of sludge is recycled and the rest is bleeded out. SLUDGE DRYING BEDS/sludge filter press Drying of the sludge on open beds of land is quite suitable. however due to constraint a sludge filter press proposed .The sludge cake will be removed from press, and they are dumped in low lying areas or can be used as manure to fields.
DESIGN DETAILS Treatment System Aerobic
Type of Aeration Extended Aeration
Type of Aerator Air diffused type
F/M Ratio 0.12
MLSS 3000 mg/lt.
Actual Flow 12 m3/day
Designed Flow 20 m3/day
Oxygen requirement 1.2-1.5kg of oxygen required per 1 kg of
BOD destroyed
Influent BOD 3 days at 270C 420mg/lt.
BOD Removal efficiency in Primary Treatment 30%
BAR SCREENS 1. Number of Bar Screens - 1 No. 2. Dimensions - 0.3 m x 0.3 m. 3. Liquid Depth - 0.3 m. 4. Method of Construction - R.C.C. Construction and Iron grill. 5. Inclination to the direction of flow - 30 - 600 FLASH MIXER
1. Number of tanks - 1Nos. 2. Dimensions a) Shape - Circular
b) Tank diameter - 0.8 m
c) Liquid Depth - 0.6 m COLLECTION TANK 1. No. of tanks - 2 2. Dimensions a) Shape-Square - Square
b) Tank Dimensions - 2.0 m x 2.0 m
c) Liquid Depth - 2.0m
d) Free Board - 0.3 m
3. Method of construction - R.C.C.
AERATION TANK 1. Number of Aeration Tanks - 1 No. 2. Dimensions a) Shape of Tank - Square
b) Tank Dimensions - 2.0 m X 3.0 m
c) liquid Depth - 2.0 m
d) Free Board - 0.30 m
e) HP of Aerator - 3 HP.
f) Type of Aerator - Fine bubble
g) Volume of Tank - 12 m3.
h) Detention time - 14 hours
CLARIFIER-secondary 1. Number of Tanks - 1 Nos 2. Dimensions a) Shape of Tank - Square
b) Dimensions of Tank - 1.50 m X 1.50 m
c) Liquid Depth - 1.50 m
3. Inlet arrangement - Through launder
4. Out let arrangement - Over Flow through launder
5. Sludge Pumps - 2 Nos. each of 0.5 HP, one Stand by. SAND FILTER AND ACTIVATED CARBON FILTER 1. Number of tanks - Each 1 Nos 2. Dimensions - 0.6 m x 1.2 m. 3. Filter pump at Sump - 1.0 HP.
SLUDGE FILTER PRESS
4. Number of press - 1 Nos 5. Dimensions - 1.5 m x 1.5 m. 6. Filter pump at Sump - 0.5 HP.
TREATED WATER CHARACTERSTICS The effluent treatment plant has been designed to treated the wastewater to the standards prescribed by APPCB as per IS 2490. AS PER DESIGN TREATED WATER CHARATERSTICS
1. pH - 7.5 – 7.8
2. Suspended Solids - < 50 mg/l
3. Total Dissolved Solids - < 1200 mg/l
4. Bio chemical Oxygen Demand-BOD - < 30 mg/l (3days incubation at 270C)
5. Chemical Oxygen Demand – COD - < 60 mg/l
WASTE WATER GENERATION AND FRESH WATER REQUIREMENT
FRESH WATER REQUIRED S.No. DESCRIPTION QUANTITY
m3/day
1. Drinking 3.75
2. Others 8.0
TOTAL 11.75
WASTE WATER GENERATION
S.No. DESCRIPTION QUANTITY MODE OF DISPOSAL
m3/day
1. Domestic 2.5 After treatment in the STP the treated waste water is to be TOTAL 2.5 used for green belt developments within the premises only.
SOLID WASTE GENERATION
SOLID WASTE GENERATION AND DISPOSAL
The only waste generated is in the form of domestic solid waste of quantity-
Garbage-20 kg/day, STP Sludge -1Kg/Day
And will be disposed to Approved Municipal solid waste dumping site through GVMC.
SOLAR ENERGY
PROPOSAL OF SOLAR PV BACKUP SYSTEM FOR MARS CONSULTANTS AT VISAKHAPATNAM, ANDHRAPRADESH
GENRET ENERGY SOLUTIONS PVT. LTD. At Hyderabad: 1-8-741, Skytel Towers, Prakash Nagar, Begumpet, Hyderabad- 500016. Ph:+91-40-65891584 At Visakhapatnam: 8-56-5/1, Aswini School, Chinna Waltair, Visakhapatnam-530003. Ph: +91-891-2573227
The word GENRET is coined from our motto for a sustainable future “GENerate, REcycle for Tomorrow”. What we do Our service offerings cover the entire solar energy solutions ranging from MW-scale grid connected systems to solar water heating solutions to cater all the customer segments like Government organizations Corporates Residential building societies NGO’s GENRET is aiming to be a leading turnkey solutions provider and an EPC (Engineering Procurement, Construction) firm. We have partnered with MNC’s to provide Engineering, Procurement and Construction for grid scale power plant. Currently developing 5 MW PV Power Plants in Andhra Pradesh. We also have a socially aligned objective- developing our country and we believe this development must start at the most fundamental level, RURAL INDIA. We develop products like Solar Lanterns, Solar Water Pumps, Solar Mobile Power Packs. We are developing renewable energy based products to provide basic amenities like electricity & pure water, we believe will be a mammoth leap forward in empowering Rural India to improve health and living standards.
Our Mission “Empowering Innovation” ©Genret Energy Solutions Pvt. Ltd. 2
Genret Energy Solutions & Services
Grid Connected & Standalone Backup Water Systems Solar Pumping & Street Purification Lighting GENRET & VAINAVI Solar Security & Water Fencing High Speed Heating Internet Systems Telephone Digital Cable TV
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©Genret Energy Solutions Pvt. Ltd. 4 Projects & Experience
Grid Scale Power Plants & Roof-tops: 30 KW Rooftop Projects in different project phases. Developing Grid Scale Power Plants with Sunborne Energy Services Pvt. Ltd. in Andhra Pradesh and Karnataka. Working with VUDA to develop a grid scale power plant and provide carbon free electricity for its use. Currently developing a 1 MW PV Power Plant for Endeavour Technologies Pvt. Ltd. under REC scheme at Gadwal, Mahbubnagar. Developing 20 MW PV Power Plant with Sunborne Energy Services Pvt. Ltd. at Gadwal, Mahbubnagar. Genret and Sunborne have come together to utilize their expertise and experience to implement large scale Solar Projects. Close to 25 MW Solar Projects in pipeline.
Consulting Tasks: Technology Partner Identification and Vendor tie-ups for companies bidding for 1st phase of JNNSM, Batch –I (Project- 50 MW CSP- MEIL Pvt. Ltd., Hyderabad.) Detailed Project Reports and Feasibility analysis for Proposed PV Power Plants under 1st Phase of JNNSM, Batch-II (for BVSR Constructions Pvt. Ltd. Hyderabad.) Feasibility Analysis and DPR for A.P.S.R.T.C. for making Green Bus Depots. Successfully completed Consulting tasks in both CSP and PV. Consulting task for ALEAP -Development of Green SEZ. Working with Sunborne as their Consultant for open access power projects.
Project Proposal
Introduction: Scope: To design and construct a Solar PV backup system at Rushikonda, Visakhapatnam. Necessity of project: Power back up & Power supply Estimated Capacity of System: 10.3kW Operational life time: 25 years Promoter: Mars Consultants Project would provide economical and environmental benefits
Site Details: Location: Rushikonda, Visakhapatnam.
• Latitude: +17° 47' 48.82" North, • Longitude: +83° 22' 53.53" East • Ambient air temperature: Maximum: 42°c Minimum:18°c • Solar Radiation: 5.07 peak sun Hrs
• Required roof area: 1296Sq.ft.
System Design
Proposed design: Off-Grid Rooftop System with battery backup
System Design
PV array mounting structure:
*The mechanical dimensions of 230wp panel (Standard) are considered in designing mounting structure Technical details
Makers/ Providers System Components Capacity Type or Technology Quantity
Solar PV modules 230Wp Si- Poly Solar Semiconductor 45 Amaron/ Exide/ HBL / As per Battery Bank 120V, 420Ah Lead acid tubular/ VRLA Southern standard Enertech/Emerson/ Agni As per Solar Inverters As per standard ------etc. requirement
PV module mounting 1000 Kg( after Galvanized M.S steel GENRET System that Rs.100/Kg) structure
Agni Power Electronics/ As per Combiner boxes 7 Into 1 IP65 Nordic /etc requirement As per DC and AC Disconnects As per standard Fuses & Circuit Breakers Schneider/ Top Makers standard AC service Panel ------1
95-180m, as per Outdoor rated Solar Dc DC Cabling Top Solar cable/ similar --- requirement. cabling Cost estimation & Economic analysis Cost Estimation of System: Initial investment of 10.3kW Solar PV system -Rs. 18,00,000 Lakhs (Plus Applicable Taxes) **After 30% Subsidy from MNRE on installing Solar backup system- Rs. 12,60,000 (Plus Applicable Taxes)
Economic Analysis: Analysis method: Return On Investment (ROI)
Return on Investment Compare to Diesel Generator:
Comparison of Initial cost :
– For 12kVA Diesel Generator: Rs.3,50,000.
– For 10.3kW Solar PV system : Rs. 18,00,000. Comparison of Operating Cost for 7 years: – For 10kVA Diesel generator considering 11% increase per year in fuel price: Rs.31.75Lakhs.
– For 10.3kW Solar PV system considering Battery replacement every 5 years: Rs.21.65Lakhs. Return on Investment compare to Diesel generator will be during 6th year.
Cost estimation & Economic analysis Return on Investment compare to Grid Electricity: • Initial Cost of 10.3kW Solar PV system: Rs. 18.00 Lakhs (without Subsidy) . • Operating cost of 10.3kW Solar PV system including Battery replacement during 5th year: Rs 21.65 lakhs. ROI when calculated based on electricity savings: Notations for savings calculations are following: -Cost of Electricity per Unit: Rs.7.95/unit (1 KWh= 1 Unit) *proposed APERC tariff after hike.
-7% escalation in electricity cost considered per year.
-Total units generated from the system in the 1st year: 16,440kWh
-Savings from 1st year: Rs.7.95 X 16,440 = Rs. 1,30,698.
Total Savings from the Project over 25 years (without replacements): over Rs. 73.17Lakhs.
Total Savings from the Project over 25 years (with battery replacements): over Rs.61.55 Lakhs.
ROI without interest on Capex (without Battery replacement cost): During 11th year.
ROI with Battery replacement cost (without interest on Capex): During 12th year.
Project Schedule : Gantt Chart Summary & Benefits Summary: The proposed plant would cost Rs.18.00Lakhs as initial cost or Rs.12.60 Lakhs after subsidy. The proposed plant would generate the electricity of 16,440kWh in the first year and will be 13,558kWh in the 25th year. Return of Investment compared to a diesel generator is during 6th year. Return on investment compare to Grid electricity for power supply: Without interest on Capex (without Battery replacement cost): During 11th year. With Battery replacement cost (without interest on Capex): During 12th year. Total Savings from the Project over 25 years (without replacements): Rs. 73.17 Lakhs.
Benefits: • Reduction of Load on Utility grid. • Green Energy Back Up System compared to Diesel Generator. • Uninterrupted Power Supply Using Solar Photovoltaic Modules. • Reduced Dependence on Fossil Fuels. • Reduced CO2 Emissions. • Reduction of Global Warming and Climate Change. • Reduction in Electricity Bills. • Promotion of Renewable Energy
Our recent Installations Projects: 3kW stand alone rooftop PV backup system for residential use. - at Sheelanagar, Visakhapatnam, Andhra Pradesh.
3kW stand alone rooftop PV backup system for residential use at Seethammadhara, Visakhapatnam, Andhra Pradesh.
©Genret Energy Solutions Pvt. Ltd. 14 Our recent Installations Projects: 5kW stand alone rooftop PV backup system for residential & commercial use. -Pandurangapuram, Visakhapatnam, Andhra Pradesh.
Solar street lighting system at Lafarge Cement, Visakhapatnam, Andhra Pradesh.
©Genret Energy Solutions Pvt. Ltd. 15