minutes of the 209th meeting of the state level expert appraisal

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Page 1 of 56 (209th meeting of SEAC-Gujarat, Dated 20.09.2014)

Minutes of the 209th meeting of the State Level Expert Appraisal Committee held on 20/09/2014 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 209th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 20th September, 2014 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended the meeting:

1. Shri T.P.Singh, Chairman, SEAC 2. Dr.Nikhil Desai, Member, SEAC 3. Shri Natrajan Pratap, Member, SEAC 4. Shri V. C. Soni, Member, SEAC 5. Dr. Mayuri H. Pandya, Member, SEAC 6. Shri R.J.Shah, Member, SEAC 7. Shri Hardik Shah, Secretary, SEAC

The agenda of TOR/Scoping/Category 8 (a) cases, appraisal cases and EC amendment cases was taken up. Twelve cases of TOR/Scoping/Category 8 (a), four appraisal cases and five EC amendment cases i.e total twenty one cases were taken up. The applicants made presentations on the activities to be carried out along with other details furnished in the Form-1 / Form-1A, EIA report and other reports.

1. Glorina Valley proposed by Geeta Industrial Co.Op.Service Society Ltd

Block No.187,225,226,227, Kansad, Choryasi, Surat

Appraisal case

It is a proposed residential & commercial building construction project having land area of 2,32,008.82 sq.m. and the proposed built up area is 1,72,540.40 sq.m. As the built up area is >1,50,000 sq.m., it falls in the project / activity no. 8(b) of the Schedule of the EIA Notification, 2006.

The project was taken up in the SEAC meeting held on 11/10/2012 and during the meeting held on 11/10/2012, after discussing the project in detail, the TOR were prescribed for the EIA study to be done covering 5 km radius from the boundary of the project site. The project proponent submitted the EIA report vide their letter dated 07/01/2013.

The project proponent attended the SEAC meeting held on 20/02/2013 and during the meeting, the committee found that the EIA report has been prepared by Hubert Enviro Care System Pvt. Ltd. who is not accredited by the NABET, QCI, for category 8(b) projects and hence it can’t be considered by the SEAC. The project proponent was asked to submit the EIA report, which has been prepared by the consultant accredited by NABET, QCI, for township / area development project sector. It was decided to consider the project only after submission of EIA report prepared by the accredited consultant considering the TOR prescribed by the committee.

Subsequently, the EIA report, validated by M/s. Green Circle Inc., an accredited consultant was submitted vide their letter dated 06/04/2013 stating that EIA Report is adequate and in line with EIA Manual of MoEF, New Delhi.

The project proponent was called for appraisal of the project in the SEAC meeting held on 21/05/2014 and the project was appraised based on the information furnished in the EIA report. During the meeting held on 21/05/2014, the committee noticed that the project site is adjacent to the natural drain and concerned about adequate margin to be left between the drain and project boundary. The committee observed that project boundary at South East Corner is encroaching the adjacent natural drain and hence asked the proponent to revise the layout. The project proponent was asked to refer to the bank of natural drain marked in the DILR map while revising the project layout. The committee noticed that proposed tree covered area is 2745 sq.m., which is only about 1.16% of the plot area and hence asked the project proponent to increase tree covered area. The committee felt that STP of 500 KL/day capacity

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requires huge space and inquired about space requirement for STP and its location. It was noticed that the proponent has got permission from Kanakpur - Kansad Nagar Palika for water supply of 600 KL/day. However, the committee concerned about existence of water supply system and drainage system of Nagar Palika. After deliberation on various aspects, it was decided to appraise the project further after submission of following:

1. DILR Map showing the boundary of natural drain adjacent to the project.

2. NOC from irrigation department clearly showing the requirement of margin to be left from bank of the

adjacent natural drain.

3. Revised layout plan showing the provision of adequate margin space between the project boundary

and the adjacent natural drain as per the requirement of irrigation department.

4. Letter from Nagar Palika showing the availability of water for the project and details on existence of

water supply and drainage network at the project site.

5. Detailed plan for treatment, reuse and disposal of sewage. Proposal for dual plumbing system for

reuse of treated sewage.

6. Requirement of space for the STP and demarcation of STP units on the layout plan.

7. Measures to control odour problem due to STP operation.

8. Revised green belt development plan with increased tree covered area with no. & type of species.

Demarcation of tree covered area on layout plan.

The project proponent vide their letter dated 01/07/2014 submitted the above mentioned details and documents.

The project proponent along with their expert consultant attended the meeting and during the SEAC meeting, the project was further appraised based on the additional information submitted and facts presented before the committee.

The proposed project comprises of 899 nos. of two storied bungalows along with preliminary infrastructural facilities like community hall garden with jogging park, meeting room and two nos. of commercial complexes with 42 nos. of shops. Land area of the proposed project is 2,32,008.82 sq.m. and the proposed built up area is 1,72,540.40 sq.m. The project site is adjacent to the natural drain. Residential population considered in the project is 4045 persons and visitors will be 200 persons. During construction phase, 30 KL/day of water requirement will be met by water tankers. Waste water to be generated during the construction phase will be disposed off into septic tank/soak pit system. During operation phase, 592.9 KL/day of fresh water will be required and it will be supplied by Kanakpur-Kansad Nagar Palika. Sewage generation will be 481.5 KL/day and it will be treated in on site STP of 500 KL capacity. Out of total 480 KL/day of treated sewage, 132.2 KL/day of treated sewage will be utilized as gardening and flushing water and remaining water will be utilized for irrigation purpose in surrounding villages or will be drained into Kansad Nagar Palika sewerage system. Generation of municipal solid waste will be 24.27 MT/day from residential units and 1.89 MT/day from commercial units. The municipal solid waste to be generated will be segregated at source. Bio-degradable waste will be composted and will be used as manure within the premises. Non bio-degradable waste and STP sludge will be send to MSW disposal site of SMC. Parking area provision of 30,326.79 m² (surface parking) will be made. D.G. Sets - 3 Nos. (60 KVA each) using diesel / HSD (35 L/hr/D.G.Set) will be installed. Separate entry and exit with adequate margin is provided for movement of Fire tender. It is proposed that every 10th light of the total street lights will be solar street light. About 49,851.0 sq.m. green belt area comprising of 26,243.0 sq.m. tree covered area with about 5000 nos. of trees of local species will be developed. It is proposed to provide 60 no. of percolation wells for ground water recharge. A letter from Kanakpur – Kansad Nagarpalika stating that 600 KL/day of water requirement will be provided to the proposed project has been submitted.

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During the meeting, it was noticed that they have submitted a revised layout plan showing the adequate margin space between the project boundary and its adjacent natural drain, but not submitted opinion of Kansad Nagarpalika in this regard. After detailed deliberation on various aspects regarding the project, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Opinion from Kansad Nagarpalika with reference to adequate margin space between the project boundary and its adjacent natural drain.

2. Copy of permission obtained from Kansad Nagapalika for availability of drainage connection to the proposed project.

2. Sai Square Block No.551, Moje:Vilayat, Ta:Vagra, Dist:Bharuch Appraisal case

The project was considered in the meeting of the SEAC held on 13/02/2013 and additional information was sought for further appraisal of the project. The project proponent submitted the additional information vide their letter dated 05/07/2013. The project was further appraised during the SEAC meeting held on 21/05/2014 and during the meeting held on 21/05/2014 it was noticed that the proponent has got permission from Vilayat Gram Panchayat for water supply and drainage line. However, the committee felt that such permission can’t be considered as Vilayat Gram Panchayat has no facility for water supply as well as sewage treatment. The project proponent was asked to provide onsite STP for sewage treatment and to submit revised proposal showing the realistic details on source of water and disposal of sewage. After deliberation on various aspects, it was decided to appraise the project further after submission of certain additional information. The project proponent vide their letter dated 14/07/2014 submitted revised project plans along with Form-I & Form-IA. As per the revised proposal the built up area of the project will become 25,411.08 sq.m. which was 21,525.20 sq.m.

The project was further appraised based on the additional information & revised project details submitted as well as facts presented before the committee.

The project sites is adjacent to GIDC Vilayat boundary and nearest industrial units of Jubiliant and Grasim are approx. 2 Km away from the project site. This is a proposed building construction project comprising of 1 & 2 BHK low rise residential flats, row houses and shops on plot area of 19,800 sq.m. and the proposed built up area of 25,411.08 sq.m. There will be 60 raw houses, total 8 residential buildings housing 230 flats & one commercial building housing 162 shops. Scope of 5 residential buildings will be hollow plinth+5 floors, 3 residential buildings will be having ground floor (parking & shops) + 3 floors and one commercial building will be having ground floor + 2 floors. Raw houses will be of G+1 structure. During construction phase, 30 KL/day of water and during operation phase 239.22 KL/day of water will be required. It is proposed to meet the water requirement during the construction phase and operation phase through borewell water. Domestic wastewater generated during construction phase (8 KL/day) will be disposed off through septic tank/soak pit system. During the operation phase, waste water to be generated will be treated in the proposed onsite STP. It is proposed to provide parking space of 6,212.69 sq.m. equivalent to 249 ECS [including 2,704.73 sq.m. as ground floor covered parking + 3,507.96 sq.m. as open surface parking], which is more than the NBC requirement of 247 ECS for group housing. Measures like provision of temporary windshield barriers, covering the material during transportation, regular water sprinkling etc. have been proposed as dust control measures during construction phase. Energy conservation measures like maximum use of CFL lights, use of variable frequency drive motors etc. has been proposed. The project site is accessible through 18 m wide road on eastern side. Internal roads of 7.5 & 9 m width and minimum 3 m wide open peripheral margin will be provided for easy movement of fire tender. The nearest fire station is Bharuch fire station, which is approximately 13 km away from the project site and the fire tender will take 45 minutes to reach the project site. Green belt covering 1,327.11 sq.m. tree covered area and 1,188.79 sq.m. lawn covered area will be developed. It is proposed to plant 165 to 180 trees of local species within the premises. Provision of Personal Protective Equipments, training to the workers for safe practices, first aid kit along

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with the provision of basic amenities like sanitation facilities, drinking water facilities will be made for construction workers. Rain water harvesting from rooftop and surface runoff and ground water recharge through 5 nos. of percolation wells is proposed to be carried out.

It was noticed that the proponent has proposed to install STP and submitted the technical details of the STP, but not submitted any details regarding treated sewage management, its utilization and disposal. While asking by the committee, the project proponent replied that the treated sewage will be disposed off into the nearby natural drain. However the project proponent did not have any kind of information regarding final disposal / meeting point of the natural drain. The project proponent was asked to install STP as per the details submitted, to utilize the treated sewage for purposes like gardening, flushing, car washing etc. and to make provision of storing the treated sewage during the high rainy days. Further as per the revised proposal, they have proposed ground water utilization for meeting with the water requirement during the operation phase of the project. After detailed discussion on various aspects regarding the project, it was decided to recommend the project for grant of Environmental Clearance only after satisfactory submission of the following:

1. Detailed study report on geo-hydrology of the area should be submitted. Impact of proposed ground water extraction on the ground water table & ground water quality of the area, its impact on other competitive users & borewells in the surrounding area.

2. Status of permission from the CGWA for ground water abstraction. Notarized undertaking stating that no borewell shall be drilled unless and until requisite permission is obtained from the CGWA.

3. Categorization of the area from the ground water resource point of view based on the latest ground water resource estimation carried out by Central Ground Water Board.

4. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge within & outside the project premises, revealing that quantity of ground water extraction would be compensated by equivalent or more quantity of rain water recharged, with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells on the layout plan.

5. Complete treated water management plan along with the application wise breakup of treated water utilization and disposal plan. Management plan of treated sewage during rainy season when utilization of treated sewage for gardening/plantation purpose is not possible including the details of storage tank (dimensions, storage capacity, design aspects) to be provided for storage of treated sewage during high rainy days with complete back up calculation for arriving at the particular size of the storage tank.

3. Silver Maxima (Old name: Subham)

T.P.S.No.27 (Utran-Kosad), B.No.138 & 86, O.P.No.145 & 6, F.P.No.155 & 6, Sub plot no. 1, Village:Kosad, Ta:Choryasi, Dist: Surat

Appraisal case

The project proponent vide their letter dated 15/05/2013 had applied for getting Environmental Clearance for residential cum commercial building construction project at T.P.S.No.27, F.P. No.5+6+155, Sub Plot: 1 & 2,153 & 155,O.P.No.5,6,143,145, Block No.85,86,136 & 138, Vill: Utran Kosad, Tehsil: Choryasi, Dist: Surat. The project was taken up in the SEAC meeting held on 20/07/2013 and during the meeting, after deliberation on various aspects, it was decided to recommend the project for grant of environmental clearance after satisfactory submission of following:

1. Area requirement for Grey Water Treatment Plant and its location on layout plan.

2. Who will operate and maintain Grey Water Treatment Plant in operation phase. How the members will be informed of the requirement of operating STP at the time of booking / purchasing property in the scheme.

The project proponent along with the above mentioned details submitted the revised project details on

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05/08/2013 which shows that they want to scale down the project comprising of only residential units-192 flats instead of earlier proposal of 24 raw houses, 360 flats, 62 shops & 36 offices. Name of the project will be changed to “Silver Maxima” and it will be developed at T.P.S.No.27 (Utran-Kosad), B.No.138 & 86, O.P.No.145 & 6, F.P.No.155 & 6, Sub plot no. 1, Village:Kosad, Ta:Choryasi, Dist: Surat. Plot area of the project will be 12,819.0 sq.m. and built up area will be 43,704.07 sq.m. instead of 23,411.0 sq.m. and 54,702.80 sq.m. respectively as proposed earlier.

The project was taken up in the meeting. The project proponent along with their expert consultant attended the meeting. The project was appraised based on the details submitted and facts presented before the committee.

This is a new building construction project with land area of 12,819.0 sq.m. and the proposed built up area of 43,704.07 sq.m. As the built up area is ≥ 20,000 sq. m. and <1,50,000 sq. m., it falls in the category 8(a) of the Schedule of EIA Notification, 2006.

The project site is at a distance of about 760 m away from river Tapi. It is a proposed building construction project having the plot area of 12,819.0 sq.m. and the proposed built up area of 43,704.07 sq.m. The project will comprise of 8 buildings housing total 192 flats. Scope of all the buildings will be basement + hollow plinth + 12 floors. Water requirement during the construction phase will be 14.50 KL/day and it will be met through the bore well water. Sewage during the construction phase will be disposed off into the soak pit. Water requirement during operation phase will be 140 KL/day and it will be met through water supply system of the SMC. Sewage generation during the operation phase shall be 105.50 KL/day and it will be discharged into the underground drainage line of the SMC. Municipal solid waste generation will be approx. 600 Kg/day during the operation phase. The municipal solid waste will be finally disposed off at the municipal solid waste landfill site of SMC. During operation phase, D. G. Sets (2 nos. x 125 KVA.) using HSD at the rate of 55 L/hr in each are proposed to be installed as power backup arrangement. It is proposed to provide total parking space of 11,493.0 sq.m. equivalent to 392 ECS (7,536.0 sq.m. in basement, 2,161.0 sq.m. in hollow plinth and 1,796.0 sq.m. on open surface), which is more than the GDCR requirement of 4,297.0 sq.m. and the NBC requirement of 191 ECS. Water sprinkling, covered shed provided for cement unloading and storage, tarpaulin cover on excavated earth, etc. are proposed as dust control measures. 7.5 m wide margin road along the periphery for high rise buildings will be provided for easy movement of fire tender. One staircase of 1.53 m width will be provided in all the buildings. Provision of aerated taps and flush tanks is proposed for water conservation. Energy conservation measures like maximum use of natural light, reflective white tiles on terrace, LED lighting fixtures in common areas, use of solar energy in landscape lighting, use of aerated blocks etc. are proposed in the project. Fly ash bricks, fly ash paving blocks, aerated blocks, PPC, lead free paints etc. have been proposed to be used during the construction phase. Proposed fire safety measures include provision of fire extinguishers at each floor, hose reel at each floor, wet riser opening at each floor, automatic sprinkler system in basement, manually operated electric fire alarm system, underground static fire water storage tanks of 75 KL capacity, terrace tanks of 10 KL capacity etc. Distance of the nearest Kosad- Amroli Fire Station is about 2.40 km away from the project site. Safety belt, PPEs, first aid box, medical help in case of injury etc. are the proposed safety measures for construction workers. Green belt area comprising of 470.0 sq.m. tree covered area and 816.40 sq.m. lawn covered area will be developed. Rain water harvesting and ground water recharge shall be carried out through 7 nos. of percolation wells

During the meeting, after deliberation on various aspects, it was decided to recommend the project for grant of environmental clearance.

4. Takshashila Air (Old name:Silver Residency)

Sr. No.560/1, F.P.No.560 /P, T.P.S.No.3, Vill:Chhadawad, Ahmedabad

Appraisal case

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The project was earlier taken up in the SEAC meeting held on 13/06/2014 and during the meeting after deliberation on various aspects, it was decided to appraise the project after satisfactory submission of certain additional information. The project proponent submitted the details sought during the SEAC meeting held on 13/06/2014 vide their letter dated 22/07/2014.

This is a new building construction project with land area of 4,682.27 sq.m. and the proposed built up area of 41,235.66 sq.m. The project is having their existing residential buildings with built up area of 9,203.60 sq.m. on land area of 6,821.88 sq.m. The existing buildings were built up in the year of 1982. As the built up area is ≥ 20,000 sq m and <1,50,000 sq m, it falls in the category 8(a) of the Schedule of EIA Notification, 2006.

The project will be comprising of 2 nos. of high rise residential building blocks housing 191 nos. of 3 & 4 BHK flats and 2 club houses. The plot area is 4,682.27 sq.m., FSI area will be 25,248.55 sq.m. whereas built-up area will be 41,235.66 sq.m. Scope of the proposed buildings in the project will be Hollow Plinth + 23 floors for E block and Hollow plinth + 25 floors for F Block. Water requirement during the construction phase will be 30 KL/day [05.00 KL/day for domestic + 25.00 KL/day for construction and dust suppression] and it shall be met through local water tankers/AMC water supply system. Sewage generation during the construction phase shall be 4.50 KL/day and it shall be discharged into Septic Tank. Water requirement during the operation phase shall be 133.0 KL/day [130.0 KL/day for domestic residential purpose + 3.00 KL/day for gardening] and it shall be met through water supply from Ahmedabad Municipal Corporation. Sewage generation during the operation phase shall be 118.0 KL/day and it shall be discharged into the drainage line of Ahmedabad Municipal Corporation. It is proposed to provide parking space of 7,085.73 sq.m. [990.08 sq.m. in hollow plinth + 2,977.41 sq.m. in basement I + 3,118.24 sq.m. in basement II] equivalent to 217 ECS which is more than the GDCR requirement of 5,049.71 sq.m. and NBC requirement of 191 CPS. The excavated earth generated during the construction phase will be used for levelling of low lying areas and roads within the project site. The top soil to be generated will be stored and utilized in green belt area development. Municipal waste to the tune of approximately 240.0 Kg/day will generate during the operation phase and it will be collected in 25 numbers of bins having capacity of 80 liter each. Biodegradable waste and non biodegradable waste will be collected separately and Biodegradable waste will be disposed into nearby municipal bin.

Proposed dust control measures during the construction phase are dust suppression by spraying of water, peripheral barricading the project site, covering the construction material during transportation and storage etc. One D.G Set having capacity of 275 KVA by using diesel (@ 45 liter/hour) as fuel will be provided as power back up arrangement. Energy conservation measures proposed include maximum use of natural light through architectural design, use of energy efficient motor and pumps, maximum use of aerated blocks, use of CFL & low voltage lighting, solar lighting in open and landscape areas, rooftop thermal insulation etc. Use of water efficient taps, flow control devices, water meters etc. have been proposed as water conservation measures. Two numbers staircases and 4 lifts will be provided in each block. The nearest fire station at Jamalpur is approx. 5.00 Km away from the project site and a fire tender will take about 5-10 minutes to reach the project site in case of emergency. Underground tank having capacity of 100 KL will be provided for fire fighting purpose. Area provision for green belt development is 4682.0 sq.m. with 71 nos. of trees within the premises. Provision of Personal Protective Equipments, safety related training, first aid facilities, along with the basic amenities like adequate sanitation facilities, drinking water facility etc. will be provided to the construction workers.

The project proponent has submitted a copy of receipt obtained from AMC against the payment of water charges and drainage charges. They have submitted a copy of NOC obtained from Airports Authority of India for building height of 95.614 m above ground level. Fire load calculation for the project has been carried out and fire lay out plan showing the provision of fire hydrant system, fire extinguishers, hose reel, water sprinklers, fire alarm call points etc. has been submitted. Traffic survey was carried out on Orient club road near town hall, which shows that the road having carrying capacity of 3000 PCU/hr will

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be adequate enough to cater the existing (maximum 1,261 PCU/hr) as well as additional traffic load of the proposed project. 2 nos. of percolation wells will be provided for ground water recharge through rain water harvesting.

It was presented that the plot area available for the proposed project with two high rise buildings will be only 4,682.27 sq.m., ground coverage area will be 1,769.0 sq.m. and built up area will be 41,235.66 sq.m. Considering the fact that comparatively less open area will be available to adjust two ramps for basement parking on ground floor, the project proponent requested to exempt them from providing two separate ramps. Further It was presented that the existing 2 building blocks and the proposed two high rise residential buildings are completely separate project entities. Considering a single large scale project, comprising of existing 2 building blocks and the proposed two high rise residential buildings, the project proponent was asked to provide STP for treatment of sewage to be generated during the operation phase of the project. But as the existing and proposed buildings are completely different project entities and the considering that the project site is already having water supply & drainage connection, they have requested to exempt them from providing STP for the proposed project. It was also presented that engagement of basement space for installation of STP will lead to reduced parking area available for the proposed two high rise residential building blocks. Looking to the facts like area constraint for provision of amps, provision of 6.75 m wide basement ramp with divider in the centre and the fact that the project site is already having water supply and drainage connection, the request for exempting them from providing STP and two separate ramps was considered by the committee.

During the meeting, the project proponent was asked to install all the requisite fire fighting arrangements as per the requirement of NBC or local by-laws whichever is more stringent. Further they were asked to provide adequate lighting, ventilation, fire fighting facilities and CO sensor systems in proposed 2 level basements. After detailed discussion, it was decided to recommend the project for grant of Environmental Clearance only after submission of the following.

1. Authentic documentary evidence showing that the existing buildings with built up area of 9,203.60 sq.m. and the proposed two high rise buildings with built up area of 41,235.66 sq.m. belong to two separate project entities.

5. Nishant Construction Pvt.

Ltd. FP No.80,83, TPS No.4, Prerna Tirth Derasar Road, besides Sharnam-5, Vill : Vejalpur, Dist : Ahmedabad

EC Amendment case

The SEIAA, Gujarat has accorded environmental clearance to M/s Nishant Construction Pvt. Ltd., for the residential building construction project at S.No.140,141, F.P.No.:80,83, T.P.S.No.4, Prematirth Derasar Road, Besides Shaman–5, Village:Vejalpur, District: Ahmedabad, vide order no. SEIAA/GUJ/EC/8(a)/235/2012 dated 21/10/201 for the built up area of 57,980.03 sq.m. comprising of 4 residential buildings housing total 151 residential units.

Now, the project proponent, M/s. Nishant Construction Pvt. Ltd., vide their letter dated 28/05/2014 requested for amendment of Environmental Clearance order dated 21/10/2011. It was mentioned in the letter that they have already constructed 2 buildings A & B and also obtained B.U. permission for both the buildings. Due the revided GDCR and availability of additional FSI to the project they have revised the plans for the remaining two buildings. Due to revision in plan of building D, the built up area of building D will become 11,329.95 sq.m., which was 11,166.18 sq.m. as proposed earlier. They have proposed to add one residential unit on each floor and to add one more floor in case of building C. As a result built area of building C will increase from 17,720.73 sq.m. to 25,641.50 sq.m. Number of residential units in building C will be increase from 33 to 48.

The request for amendment in terms of proposed expansion was considered during the meeting. The project proponent presented the details of the previous and the revised project proposals which are

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tabulated below:

Subject Approved Parameters Proposed Parameters Plot Area, sq.m. 13,944 Built-up Area, sq.m. 57,980.03 65,969.81 FSI Area, sq.m. 25,099.20 37,599.19 Ground Coverage Area, sq.m. 3,647.01 3814.24 Basement Area, sq.m. 14,067.69 14555.41 Hollow Plinth Area, sq.m. 3,329.03 3814.03 Common Plot Area, sq.m. 1,631.09 1402.62 Trees Covered Area, sq.m. 248.14 838.68 Lawn Covered Area, sq.m. 1,631.09 1,154.08 Parking Area, sq.m. 14,258.71 14,263.83 Residential Units, No. 151 166 Water Estimation, m3/day 219.86 256 Sewage Estimation/m3 192.24 226.83 Total Height of each Building, m Type C & D Block : 45.83 46.38 Under Ground Fire water Tank 1st Tank:150 KL

2nd Tank :100 KL 1st Tank:150 KL 2nd Tank : 125 KL

Overhead Tank 25 KL Capacity on each block 30 KL Capacity tank on each blockInternal Road Width 9 m (min.) 9 m (min.) Electrical Connection, KVA 1,890

2010

No. of Percolating Wells 4 No. (as per GDCR) 4 No. (as per GDCR) No. of trees Proposed 140 No. 290

Details on changes proposed in buildings C & D are tabulated below:

Description Consented Parameter for buildings C & D

Proposed Parameter for buildings C & D

Height of the block 45.83 m 46.38 m No. of floor 2 level basement + hollow

plinth + 12 floors 2 level basement + ground floor (parking & common amenity) + 13 floors (bld. C)

No. of Staircase 2 in each block 2 in each block Width of Staircase 1.5 m 2.05 m in Block C

1.85 m in Block D Distance of Staircase from farthest corner of the floor

Type C : 24.57 m Type D: 25.02 m

Type C : 26.25 m, Type D: 25.02 m

During the meeting, the project proponent was asked to install water meters for each residential unit and to operate & maintain STP regularly & efficiently during the operation phase of the project. After detailed discussion, it was decided to recommend the project for grant of amendment of the environmental clearance order dated 21/10/2011 with respect to the proposed changes in the project only after submission of the following: 1. Justification for proposed expansion along with the supporting documents like permission from

concerned authority for proposed expansion and changes. 2. Location of STP on layout plan. Design drawing of dual plumbing system to be provided for reuse of

treated sewage. STP sludge management plan. 3. Treated water management plan with application wise break up of treated water utilization. Treated

water management plan during the high rainy days when utilization of treated water for green belt development is not possible.

4. Undertaking stating that water meters will be installed in all the residential units in order to minimize wastage of water during the operation phase of the project.

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6. Dev Aurum F.P.No.198, S.No.1274+1275, T.P.S.No.3, Vejalpur, Ahmedabad

EC Amendment case

The SEIAA, Gujarat has accorded environmental clearance to M/s Dev Procon Ltd., for the commercial building construction project at F.P. No. 198, Survey No. 1274+1275, T.P.S.No. 3, Vejalpur, Ahmedabad, vide order no. SEIAA/GUJ/EC/8(a)/309/2012 dated 01/11/2012 for the built up area of 43,369.60 m2 comprising of 354 commercial units.

Now, the project proponent, M/s Dev Procon Ltd., vide their letter dated 09/12/2013 requested for amendment of Environmental Clearance order dated 01/11/2012. It was mentioned in the letter that they want to change the planning and scope of the project from the completely commercial building construction project to the mixed type- residential & commercial building construction project.

The request for amendment in terms of proposed expansion was considered during the meeting. The project proponent presented the details of the previous and the revised project proposals which are tabulated below:

Description As per Environment Clearance Revised Plot area (sq m) 14,144.0 14,144.0 Floor Area (sq m), FSI 31,823.47 38,147.94 Built-up area (sq m) 43,318.72 57,759.86 Number of units 354 commercial units 360 commercial units & 52

flats Number of buildings 01 Commercial building 01 commercial and 01

residential building Number of floors Ground floor + 9 floors Commercial building- 2 level

Basement + ground floor + 9 floors, Residential building – Hollow plinth + 13 floors

Parking requirement-NBC 634 ECS 727 ECS Parking requirement-GDR (sq m)

9,547.20 17,814.65

Parking area provided (sq m)

Total - 16,466.47 m2 equivalent to 623 ECS [7512.41 m2 in basement & 8954.06 m2 open surface parking area]

Total – 20,845.29 m2 equivalent to 728 ECS [14,225.44 m2 in basement, 447.69 m2 in hollow plinth & 6,172.16 m2 open surface parking area]

Municipal Solid Waste generation quantity (Kg/day)

626 778

Fire extinguishers / fire hydrant system in common areas, one CO2 type extinguisher of 4.5 Kg capacity and one DCP type extinguisher of 5 Kg capacity will be provided on each floor. Underground fire water tank of 100 KL capacity and 3 nos. of overhead tanks each of 20 KL capacity connected to the fire fighting system will be provided.

Total water requirement for the project after the proposed expansion will be 163.0 KL/day and waste water generation will be 124 KL/day. It is proposed to discharge the domestic effluent to be generated during the operation phase into the municipal sewer line. The project proponent was asked to provide STP to treat the domestic waste water to be generated during the operation phase of the project. Total 6 nos. of staircases will be provided in the commercial building. After detailed discussion, it was decided to recommend the project for grant of amendment of the environmental clearance order dated 01/11/2012 with respect to the proposed changes in the project only after submission of the following: 1. Justification for proposed expansion along with the supporting documents like permission from

concerned authority for proposed expansion and changes.

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2. Details of Sewage Treatment Plant with its capacity, size of each unit, retention time and its location on the plan. Measures proposed to avoid odour nuisance due to the STP in operation phase. Location of STP on layout plan. Design drawing of dual plumbing system to be provided for reuse of treated sewage. STP sludge management plan.

3. Treated water management plan with application wise break up of treated water utilization. Treated water management plan during the high rainy days when utilization treated water for green belt development is not possible.

4. Details on green belt development plan with breakup of tree covered & lawn covered area to be developed, number & type of tree species to be planted after proposed expansion in comparison to earlier proposed green belt development plan.

5. Basement parking plan for the both level basements.

7. Sentosa Height proposed by Raghuvir Developers & Builders

T.P.S.No. 43 (Bhimrad), Block No:110+111, O.P.No.55+56, F.P.No.55+56 (As per Draft), F.P.No.4 (As per Prelim.), Dist:Surat,.

EC Amendment case

The SEIAA, Gujarat has accorded environmental clearance to M/s Raghuvir Developers & Builders, for the residential cum commercial building construction project at T.P.S.No. 43 (Bhimrad), Block No: 110+111, O.P.No.55+56, F.P.No.55+56 (As per Draft), F.P.No.4 (As per Prelim.), Dist:Surat , vide order no. SEIAA/GUJ/EC/8(a)/62/2012 dated 12/03/2012 for the built up area of 50,152.39 m2 comprising of 400 flats and 36 shops.

Now, the project proponent, M/s Raghuvir Developers & Builders, vide their letter dated 07/02/2014 requested for amendment of Environmental Clearance order dated 12/03/2012 with reference to the revised built up area of the project.

The request for amendment in terms of proposed change in built up area was considered during the meeting. It was presented during the meeting that the basement area of the project is increasing from 649.65 m2 to 2,043.60 m2 (i.e effective increase of 1,393.95 m2) and revised built up area of club is 280.50 m2. As a result of additional built up area of basement -1,393.95 m2 and additional built up area of club - 280.50 m2 , built up area of the project will be 51,851.80 m2 from the earlier proposed built up area of 50,152.39 m2. It was presented that the increased basement area will be used for parking purpose only. The project proponent was suggested to provide STP for treatment of the sewage to be generated during the operation phase, to which the project proponent was also agreed upon. After detailed discussion, looking to the fact that the proposed increase in the built up area will not lead to any significant environmental impacts, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following: 1. Details of sewage treatment plant with size of each unit, design capacity and its location on the plan.

Measures proposed to avoid odour nuisance due to the STP in operation phase. Details on operation and maintenance of STP during the operation phase of the project for the efficient and regular operation of STP. Design drawing of dual plumbing system to be provided for reuse of treated water.

2. Complete treated wastewater management plan along with the application wise break up of treated water utilization. Management plan of treated water during the monsoon season when utilization of treated water for irrigation is not possible.

8 Swati Gardenia F.P.NO-38+39+55, T.P.S.No.84/A,

Vill:Makarba,Dist: Ahmedabad EC Amendment case

The SEIAA, Gujarat has accorded environmental clearance to M/s Swati Procon Pvt. Ltd., for the residential building construction project at F.P.No. 38+39+55, T.P.S.No.84/A, Makarba, Ahmedabad, vide order no. SEIAA/GUJ/EC/8(a)/171/2012 dated 01/06/2012 for the built up area of 23,142.62 sq.m. comprising of 130 residential units.

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Now, the project proponent in the name of M/s Swati Developeras vide their letter dated 03/07/2014 submitted a revised Form-I & Form-IA along with the revised project plans and requested for amendment of Environmental Clearance order dated 01/06/2012. It was mentioned in the letter that the additional FSI is available to the project due to the revised /amended GDCR and as a result the built up area of the project will increase from 23,142.62 sq.m. to 29,966.56 sq.m.

The request for amendment in terms of proposed expansion was considered during the meeting. The project proponent presented the details of the previous and the revised project proposals which are tabulated below:

Description As per Environment Clearance Revised Plot area (sq m) 6,132 6,132 Floor Area (sq m), FSI 11,028.95 16,552.95 Built-up area (sq m) 23,142.62 29,966.56 Number of units 130 residential units 193 residential units. Number of buildings 6 building blocks 5 building blocks Number of floors Basement + hollow plinth + 12

floors with building height of 39 m.

Basement + hollow plinth + 14 floors with building height of 44.7 m.

Parking requirement-NBC 98 ECS 137 ECS Parking requirement-GDR (sq m)

2,069.55 3,311.17

Parking area provided (sq m)

Total -3,887.89 sq.m. 2,648.51 sq.m. in basement, 610.18 sq.m. in hollow plinth 629.20 sq.m. as open surface parking,

Total – 5,210.67 sq.m. 3,917.63 sq.m. in basement, 1,293.04 sq.m. in hollow plinth.

Water requirement (KL/day) 103 151 Waste water generation (KL/day)

78 116


325 482

During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grantingamendment in Environmental Clearance order dated 01/06/2012 only after submission of the following: 1. Copy of permission from concerned authority for proposed expansion due to availability of additional

FSI. 2. Documentary evidences showing the change in project developers and NOC from M/s. M/s Swati

Procon Pvt. Ltd. for transferring the Envrionmental clearance order dated 01/06/2012 in the name of M/s Swati Developers which was earlier granted for M/s Swati Procon Pvt. Ltd.

9. Shyamal County S.N.174,177/1,177/3,179/1,179/2,180,181,182,183,188 Vill:Amodar, Vadodara – Waghodia road, Vadodara

Screening and Scoping case

Details of the proposed project as presented before the committee are tabulated below:

S.No Particulars Details 1. Proposal is for New Project 2. Type of Project Residential 3. Project /

Activity No. 8(a)

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[8(a) or 8(b)] 4. Name of the

project “Shyamal County”

5. Name of Developer

Shree Ganesh Infra, Vadodara

6. Estimated Project Cost (Rs. In Crores)

60.0

7. Whether construction work has been initiated at site? If yes, details thereof

No.

8. Project Details Land / Plot Area (m2): 1,09,384.00

Permissible Proposed FSI Area 80,655.78 70,022.49 m2 Ground Coverage 38713.53 38,245.86 m2 Common Plot Area 10753.76 10,753.76 m2 Max. building height

20 7.8 m

Total BUA (m2):72,071.07

9. Building Details No. of Blocks/units:1017 Scope of buildings/blocks: 1012 Row Houses + 03 Club House +

02 Changing Room, Ground floor + 1st floor. No. & size of Residential Units: 1012 Row House Details of amenities if any: 03 Club House & 02 Changing Room

10. No. of expected residents / users

Permanent – 4554 and visitors - 456.

11. Water & waste water details during construction phase

Water requirement (KL/day): 12.0 Source of water: 02 existing bore well Waste water generation quantity (KL/day): 3.2 Mode of disposal: The sewage generated will be sent to

temporary Septic Tank and soak pits. Details of reuse of water, if any: Not applicable.

12. Water & waste water details during operation phase

Fresh water requirement (KL/day): 668.0 Source of water: 02 Nos. of Existing bore well Waste water generation quantity (KL/day): 500.0 Mode of disposal: The sewage generated will be discharge into

Individual Septic Tank and soak pits. 13. Status of water

supply and drainage line

Water requirement will be met through existing bore well. Water supply and drainage will come within one year.

14. Solid waste Management

Construction Phase: Generation

(m3) Quantity to be reused

(m3)

Mode of Disposal /

Reuse Top Soil 1200 1200 Landscaping

development. Other excavated earth

2500 2500 Levelling of the site, internal roads, etc.

Construction 125 - Levelling of

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debris the site, internal roads, etc.

Steel scrap 25 - Will be Sold to scrap dealer

Discarded packing materials

15 - Will be Sold to scrap dealer

Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection

Mode of Disposal / Reuse

Dry waste 695.0 Will be Collected in

Bins

Solid Waste collection dispose off into nearby sanitary landfill site of VMC

Wet waste 1470.0 Will be Collected in

Bins

-do-

Capacity and no. of community bins to be placed within premises: 50 Nos. 50 L Each.

15. Parking Details Total parking area requirement for the project as per GDCR: 10,503.37 sq.m.

Parking area requirement for residential units as per GDCR: 10,503.37 sq.m.

Total Parking area provided & No. of ECS: 12,900.25 sq. m (Individual Parking provided for each tenement)

16. Traffic Management

Width of adjacent public roads: 20 m. (75 m ring road is proposed adjacent to project site.)

Number of Entry & Exit provided on approach road/s: One for entry & one for exit.

Width of Entry & Exit provided on approach road/s: 10.50 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): at least 4 m.

Width of all internal roads:7.5 m, 9.0 m and 10.50 m

17. Details of Green Building measures proposed.

Wall panel fabrics with recycled content. Low-VOC emitting and refurbished or bio-harvested renewable

material content for flooring. Will be installed dedicated exhaust systems in indentified area. On-site rainwater recharging systems for storm water control and

non-potable water uses. Light transmitting panels. Formaldehyde free Medium Density Fibreboard (MDF) Toilet partitions: Solid plastic model made with post consumer

HDPE plastic. Use of polyethylene plastic piping in lieu of PVC piping. Built-in entry way mats with drop pans and adequate drains to

catch dirt off shoes.

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Green belt development (13.65% of total plot area) 18. Energy

Requirement, Source and Conservation

Power supply: Maximum demand: 2500 KVA Connected load: 2700 KVA Source: MGVCL (Madhya Gujarat Vij Co. Limited) Energy saving measures: maximum use of T5/T8 and CFL

lighting fixtures % of saving with calculations: 35% saving on energy Compliance of the ECBC guidelines (Yes / No),if yes,

compliance in tabular form: Yes Section

No. Requirement Compliance

7.2 Lighting controls occupancy/ time switch

Parking area lighting will be controlled through switch with alternate switching.

7.2.1.4 Exterior lighting to be photo sensor or time switch

External lighting will be controlled through timer.

7.3 Interior lighting power to be within specified limits

All light in common open area will be ceiling mounted. It illuminates the required area only.

7.4 Exterior lighting power to be within specified limits

All lights will be with bracket or arm, so no extra light will be crossing boundary limit.

8.2.1.1 Maximum allowable power lose from transformer

Shall be used energy efficient transformers as per ECBC Norms.

8.2.2 Energy efficient motors For the common area, all motor will be energy efficient as per ECBC.

8.2.3 Power factor be maintained between 0.95 and unity

We will use capacitor bank for common areas load to maintain power factor.

8.2.5 Power distribution system losses to be maintained less than 1%.

We will consider low watt loss type MCB in all distribution system.

DG Sets: No. and capacity of the DG sets: 02 x 63 KVA Fuel & its quantity: Diesel, 40 Lit/Hour at full load

19. Fire and Life Safety Measures

Nearest Fire station is at Waghodia Road Fire Station which is 6.0 km away from the project site.

Details of Fire Fighting System during operation phase: Fire alarm system, Fire Extinguishers, Manually operated fire alarm system etc. will be provided.

Details of Safety measures for the construction workers: Provision of Personal Protective Equipments to all the workers and their usage shall be ensured, Full body harness to all the workers working at Height, Safety net to prevent the fall hazard etc.

20. Rain Water Harvesting

Level of the Ground water table: 5.5 m No. & dimensions of RWH tank(s) : nil

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(RWH) No. and depth of percolations wells: 28 nos. & 40 m Details on Pre-treatment facilities: Sand Filter will be used to

remove suspended pollutants from the rainwater. After filtration, water will be recharged using percolation pit, filled with pebbles or brick and river sand and covered with perforated concrete slabs. Depth of recharge pit will be designed according to water table of the area.

21. Green area details

Tree covered area (m2) : 4,180.66 Lawn covered area (m2): 10,735.76 Total Green Area (m2): 14,934.42 Green Area % of plot area: 13.65 No. of trees and species to be planted: 1308 Trees & 15

Species. Budget allocation for green belt development will be Rs. 5.7 lacs including capital & recurring cost.

During the meeting, while asking by the committee the project proponent replied that till the time they get water supply & drainage connection from VUDA, they will have to rely upon ground water as a source of water supply during the operation phase and will have to dispose the domestic effluent into soak pit through septic tank. The project proponent was asked to carry out ground water recharge through rain water collected from roof top only. After detailed discussion, it was decided to further appraise the project only after submission of the following or to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. A letter from VUDA regarding availability of water supply, drainage connection and municipal solid waste collection also indicating the time limit within which the all the above facilities will be available to the project.

2. In case of possibility of availability of water supply & drainage connection from VUDA, a notarized undertaking stating that the possession all the residential units shall be given only after the water supply and drainage connection of VUDA is available to the proposed project.

3. Details of sewage treatment plant with size of each unit, design capacity and its location on the plan. Measures proposed to avoid odour nuisance due to the STP in operation phase. Details on operation and maintenance of STP during the operation phase of the project for the efficient and regular operation of STP. Design drawing of dual plumbing system to be provided for reuse of treated water.


5. In case of ground water utilization, the following should be submitted: i. Categorization of the area from the ground water resource point of view based on the latest

ground water resource estimation carried out by Central Ground Water Board. ii. Geo-hydrological study of the area. iii. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge

revealing that quantity of ground water extraction would be compensated by equivalent or more quantity of rain water recharged, with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells on the layout plan.

iv. Status of permission from the CGWA for ground water abstraction. Notarized undertaking stating that no borewell shall be drilled unless and until requisite permission is obtained from the CGWA.

10. Cairn India Ltd Near village Bhogat, Ta: Kalyanpur, Dist: Devbhoomi Dwarka.


Project / Activity No.: 7 (e)

Project Proponent submitted Application vide their letter dated 04/07/2014.

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Project / Activity Details:

This is a new project applied for Service Jetty for operation and maintenance of Cairn India Limited’s

Single Point Mooring (SPM) in the Arabian Sea. Cairn India Limited (CIL) in joint venture with Oil and

Natursl Gas Corporation Limited proposes to develop a captive Jetty near Bhogat village in Devbhoomi

Dwarka district for the operation and maintenance of a Single Point Mooring (SPM) which has been

installed in the Arabian Sea for export of crude oil. The SPM is connected to a cross-country pipeline to

transport crude oil. The SPM facility in the Arabian Sea is already installed at appx. 6 Km off the west

coast of Gujarat nr. Bhogat village at 30 m depth for Marine export of Crude oil. EC & CRZ Clearance

was granted for development of Hydrocarbon Pipelines from Salaya to Bhogat, Bhogat Terminal,

Offshore pipeline and Single Point mooring vide F No. 11-34/2009-IA-III 24th August, 2009. Estimated

project cost will be Rs. 127 Crores. Proposed jetty will be located 250 m North of the LFP (Land Fall

Point) and 400 m Southof Bhagot fishing community. Proposed service Jetty will facilitate (1) Berthing of

vessels used for transfer of personnel, spares, consumables during routine operation and maintenance

of the SPM (2) Berthing of tugs for providing towage support to oil tankers and (3) Responding to

emergency situations, such as incident response. The principal Jetty dimensions are Berth: 120 X 25 m,

Trestle: 400 X 10 m, Breakwater: 400 m long, Turning circle diameter: 150 m, Approach Channel

alignment: 2900, Minimum width of entrance channel: 75 m, Maintained depth of entrance channel: 8 m,

Maintained depth of outer channel: 8.5 m, Turning circle depth: 8 m, Water depth at Berth: 8 m.

Dredging of –8 CD is required and estimated dredging volume will be 0.15 million m3. 50% of dredged

material will be used as core for breakwater construction. The Cargo will be transferred from the Berth to

the Vessel directly without any intermediate storage. Storage area is thus not provided. However,

handling systems, buildings and utilities will be provided at the land side back up area and berth to

support jetty operations. Fresh water 25 KL/day will be obtained from ground water source from Bhogat

Terminal. Unit has proposed 5 KL/day STP for domestic waste water. Treated waste water will be

reused. Source of fire water will be Sea water. No process gas emission is envisaged. Diesel will be

used as fuel in 1 MW DG set and vessel engines. HSD requirement for DG set will be 2000 KL/Annum.

Bunkering is not envisaged at the jetty. Hazardous waste to be generated will be Used oil, STP sludge

etc.

Presentation by the project proponent included project overview, project background, Project

description, site selection, resource requirements and effluent discharges, environmental settings,

proposed TOR etc.

During the presentation, the project proponent was asked to carry out comprehensive EIA study and to

go through public consultation process. During meeting, issues related to Fire safety, disaster

management plan, skill development of local people and employment, impact on marine ecology etc

have been discussed. During the presentation, after detailed discussion, the project proponent was

asked to include the following TOR in the EIA study to be done covering 10 km radius from the project

boundary.

1. Phase wise project implementation schedule with bar chart and time frame, in terms of site

development, infrastructure provision, EMS implementation etc.

2. Details of the activities to be undertaken in the CRZ area. Copy of CRZ map of the proposed project

area prepared by one of the agencies authorized by the MoEF, GOI, for this purpose; on which the

project boundary / facilities shall be superimposed. Status of the CRZ clearance application or the

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recommendation / clearance under the CRZ Notification, if issued by the competent authority, shall be

furnished. Undertaking stating that no activity shall be carried out, which is not permissible in the

CRZ area.

3. Need for the proposed jetty shall be justified in detail.

4. Details of the berthing facility to be provided along with class and size of vessels envisaged. Details

of handling of each cargo, its impact and management plan.

5. Exact cargo handling capacity for the proposed service jetty. Scope of the project in terms of types of

cargo to be handled with bifurcation of tonnage of each type of cargo based on maximum/ peak rated

capacity of the project in terms of cargo handling, technology, storage capacity, manpower, resource

use, etc.

6. Detailed study for shore protection works. Details of proposed reclamation and / or dredging,

including method and material for reclamation, dredging depth, dredge material characteristics as well

as the dredged quantity, its disposal. The chances of erosion / accretion due to proposed

reclamation / dredging, if to be carried out and the mitigation measures may also be incorporated

suitably.

7. Details on topography and natural drainage of the project site. Whether proposed activities are likely

to change existing drainage pattern of the site.

8. Measures to prevent deterioration of the marine water quality and coastal ecology due to the

proposed activities. Cumulative impacts taking into consideration other project activities in the vicinity.

9. Hydro-dynamics of coastal water in the study area abutting the project site from shoreline erosion

perspective. The hydro-dynamic studies for assessing whether the proposed activities shall have any

significant impact on the shoreline abutting the project as well as on the ecologically sensitive areas

along the stretch or not.

10. Comprehensive modeling study of accretion, erosion / deterioration on nearby coastline &

elsewhere due to the proposed project and its mitigation measures. Submit details of stability

analysis of coast. The study shall be got vetted by CWPRS.

11. Land use details of the study area with satellite imagery. Land use break up details of the study

area.

12. A map showing distance of the nearest fishing port, village, reserve forest, salt pans, mangrove

patch and ecologically sensitive areas from the project boundary and impacts of project activities on

the same.

13. Details of population in the study area and its breakup showing population of fishermen, salt pan

workers, farmers, villagers etc. Impacts of the project activities on their livelihood.

14. Details on fish catch in the region during past as per authentic records. Impacts of the proposed

activities on fishing in the surrounding region and marine ecology. How, it would be ensured that

fishing area will not be affected due to the project activities.

15. Details of the sand dune areas and ecologically sensitive areas in the vicinity and details of impact

of the proposed expansion on the same along with mitigation measures.

16. Measures to prevent deterioration of the marine water quality and coastal ecology due to the

proposed activities.

17. Include coastal geo morphology in the EIA study report.

18. Number of creeks and creeklets fall in the area of project site as well as approach road. Impacts on

hydrology pattern due to the proposed project and mitigation measures thereof.

19. Apart from terrestrial EIA study, marine EIA study should be conducted through reputed institute in

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order to assess impacts of the proposed activities on the marine environment as well as fishery and

according to the same, mitigation measures shall be planned.

20. Base line status of flora, fauna and marine biodiversity, including that of phytoplankton and

zooplankton in the study area shall be elaborated. Impacts of the proposed activities on the marine

biodiversity shall be elaborated.

21. Impact of project construction/operation on the noise and vibration due to construction equipment,

cargo handling equipment and road traffic. Mitigation measures for the same.

22. Details of existing sea traffic in the Arebian sea and likely increase in the same due to the proposed

project. Anticipated environmental impacts and mitigation measures due to the ship traffic including

discharges from vessels and cargo operations.

23. Vessel Transport Management System devised for management of incoming and outgoing traffic of

vessels, including details of navigational aids, communication system, deployment of trained

personnel etc.

24. Anticipated environmental impacts and mitigation measures due to the ship traffic including

discharges from vessels and cargo operations.

25. Details of the seismic design aspects to be adhered to in the project.

26. Details of use of eco-friendly building material including fly ash bricks, fly ash paving blocks. Use of

RMC in the project.

27. The details of the basic amenities and welfare facilities to be provided to the construction workers to

ensure that they do not ruin the existing environment.

28. Details of registration and provisions to be made by the project proponent to follow Building and

other Construction Workers Acts and Rules and undertaking for the same.

29. To explore the use of renewable energy to the maximum extent possible. Details of provisions to

make the project energy-efficient through of energy efficient devices and adoption of modes of

alternative eco friendly sources of energy, solar water heater, solar lighting etc. Measures proposed

to comply with the ECBC norms and other measures proposed for energy conservation.

Undertaking from the management for providing >10% solar lighting for external use, roads,

pathways etc.

30. Assessment of source of the water supply with adequacy of the same to meet with the requirements

for the project as well as likely impact on ground water in the area due to the proposed project.

31. Explore the possibility of reuse / recycle and other cleaner production options for reduction of

wastes. Specific measures proposed to conserve water and plans for the future in this regard.

32. The qualitative and quantitative assessment of wastewater, its treatment and disposal. Application

wise break up of treated water

33. One season site-specific meteorological data including temperature, relative humidity, hourly wind

speed and direction and rainfall shall be provided. Anticipated environmental impacts due to the

proposed project/production may be evaluated for significance and based on corresponding likely

impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be

conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will

have to be assessed for their magnitude in order to identify mitigation measures.

34. One season AAQ data (except monsoon) to be given along with the dates of monitoring. The

parameters to be covered shall be in accordance with the revised National Ambient Air Quality

Standards (NAAQS). The location of the monitoring stations should be so decided so as to take into

consideration the pre-dominant downwind direction, population zone and sensitive receptors. There

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should be at least one monitoring station in the upwind direction. There should be at least one

monitoring station in the pre dominant downwind direction at a location where maximum ground

level concentration is likely to occur.

35. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of

model used and input parameters used for modeling should be provided. The air quality contours

may be shown on location map clearly indicating the location of project site, habitation, sensitive

receptors, if any. The wind rose showing pre-dominant wind direction should also be indicated on

the map. Impact due to vehicular movement shall also be included into the prediction using suitable

model. Results of Air dispersion modeling should be superimposed on google map / geographical

area map.

36. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel required (iii) Flue

gas emission rate emission from the utilities along with stack height calculation (iv) Air Pollution

Control Measures proposed for the utilities along with its adequacy (v) Sources of fugitive emission

from the unit along with its quantification and proposed measures to control it.

37. Details of all possible sources of noise pollution, its magnitude and mitigation measures proposed to

control it including engineering and other controls.

38. Details of management of the solid wastes and hazardous wastes to be generated from the project

stating detail of generation, storage, handling and disposal of each type of waste. How the manual

handling of the hazardous wastes shall be minimized.

39. Membership certificate of the common TSDF, if any obtained for disposal of hazardous waste.

40. Details of greenbelt development program including annual budget, types & number of trees to be

planted, area under green belt development [with map]; along with commitment of the management

to carry out the tree plantation activities outside the premises at appropriate places in the nearby

area and elsewhere.

41. Commitment from the management for extensive mangrove plantation as well as mangrove

associated species in the area with year wise plan. Explore co-ordination with the Gujarat Ecology

Commission / Social Forestry Division for the same.

42. A detailed EMP including the protection and mitigation measures for impacts on human health and

environment as well as detailed environmental monitoring plan with respect to various parameters,

environmental management cell proposed for implementation & monitoring of EMP as well as

person responsible for the same.

43. Details of the isolated storage houses for each type of material to be stored. Details of quantity of

each material to be stored in storage houses, hazardous characteristics of materials to be handled

and the control measures proposed to ensure safety and avoid the human health impact.

44. Details of possibility of occupational health hazards from the proposed activities and proposed

measures to prevent it. Provision for work zone ambient air quality monitoring as per the Gujarat

Factories Rules.

45. Detailed risk assessment report including identification of the most hazardous activity, its sub

activity, prediction of the worst-case scenario and maximum credible accident scenario along with

damage distances and preparedness plan to combat such situation and risk mitigation measures.

46. Details of disaster management plan / emergency management systems during operational phase

of the project should also include scenario of natural catastrophe like earth quake, floods and

tsunami in addition to other disasters. The plan should include the details of (i) Emergency

evacuation (ii) Emergency lighting system (iii) details of power back up system in the case of

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emergency (iv) fire fighting arrangements (v) first aid arrangement (vi) Training and Mock drill (vii)

Emergency announcement or public address system (viii) Signage’s including fluorescent pathways/

exit marker signs (ix) Location of emergency pathways and glow light signs. (x) Emergency

response procedures.

47. Details of first aid, fire fighting system and other emergency services to be provided during

operation phase including the training to be provided to the staff of the project as first aid facility

providers, fire fighters etc. Tie up with emergency services like local fire station, emergency van etc.

to be made during the operational phase.

48. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg

utility staff for safety related measures.

49. Proposal for socio economic upliftment activities alongwith time bound action plan and cost shall be

included.

50. Compliance status of the existing activity with respect to various conditions given in the CC&A order

of the Gujarat Pollution Control Board (GPCB).

51. Copy of Environmental Clearance obtained for the existing project and a certified report of the status

of compliance of the conditions stipulated in the environmental clearance for the existing operation

of the project by the Regional Office of the MoEF.

52. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for

prevention of pollution.

53. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in

last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in

future.

54. A tabular chart for the issues raised and addressed during public hearing/consultation and

commitment of the project proponent on the same should be provided. An action plan to address the

issues raised during public hearing and the necessary allocation of funds for the same should be

provided.

55. (a) Does the company have a well laid down Environment Policy approved by its Board of

Directors? If so, it may be detailed in the EIA report.

(b). Does the Environment Policy prescribe for standard operating process / procedures to bring into

focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If

so, it may be detailed in the EIA.

56. What is the hierarchical system or administrative order of the company to deal with the

environmental issues and for ensuring compliance with the EC conditions. Details of this system

may be given.

57. Does the company have a system of reporting of non compliances / violations of environmental

norms to the Board of Directors of the company and / or shareholders or stakeholders at large?

This reporting mechanism should be detailed in the EIA Report.

58. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

incorporated in the EIA Report.

59. A tabular chart with index for point-wise compliance of above TORs.

These additional TORs shall be considered for the preparation of the draft EIA report in addition to all the relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted to the Gujarat Pollution Control Board for conducting the

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public consultation process as per the provisions of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report. 11. Vithal Castor Polyol pvt.ltd. Plot no. 26/A,GIDC-Jhagadia, Dist.: Bharuch Screening and

Scoping case

Project / Activity No.: 5 (f)


Project / Activity Details: This is a new unit and applied for manufacturing Bio-Polyols (Synthetic Organic Chemicals) as tabulated below.

Sr. No. Products Quantity MT/Month 1 Various Polyols e.g. Polyol-H, N 1000 2 Fatty Acid 140 3 High Potash Org. Ash 50 Total 1190

Presentation made by the proponent included the general information about the project, salient features of the project, details of product & raw materials, benefits of project to the farmers, manufacturing process with process flow diagram, resource consumption, water & waste water details, details of ETP, Air pollution management system, hazardous waste generation & management, proposed TOR, lay out plan of the project etc.

Total plot area is 25200 m2. Total estimated project cost will be Rs. 30 Crores. Manufacturing process will be continuous process. Total water requirement will be 89 KL/day (69 KL/day Industrial + 20 KL Domestic & Gardening), which will be met through GIDC supply. Industrial waste water generation will be 32 KL/day, which will be treated in Primary, Secondary and Tertiary treatment plant. RO plant and MEE plant is proposed to achieve zero discharge. MEE condensate (9 KLPD) will be treated with low COD stream. RO permeate (31 KLPD) will be reused in cooling tower and Boiler feed water. Domestic waste water (5 KL/day) will be sent to the septic tank & soak pit. Unit has also proposed to discharge its treated effluent in to BEAIL pipe line for further treatment in FETP and final discharge to Arabian Sea whenever the effluent conveying pipeline project by BEAIL is completed. In that case water requirement will be 120 KL/dayD.

Two steam Boiler and one TFH are proposed. Coal/DOC- 50 MT/Month in Boiler and Coal/DOC- 15 MT/Month in TFH will be used as fuel. Multi Cyclone and Bag filters are proposed as APCM. Separate stacks with 30 meter height are proposed for Boiler and TFH. There will be no process emissions. Two DG sets (600 KVA capacity each) are proposed in which Diesel (100 Ltr/Hr) will be used as fuel.

Hazardous waste to be generated area ETP Sludge (100 MT/Year), Used/waste oil (3.5 MT/Year), Spent Nickel Catalyst (1.0 MT/Month), MEE salt (20 MT/Month) and Empty bags/barrels/containers (50 MT/Year). Ash (200 MT/Month) from Coal will be sold to Brick manufacturers and Ash (200 MT/Month) from De Oil Cake (DOC) will be sold as agriculture manure. Unit has proposed 8500 m2 area for green belt development.

During the meeting, issues related to source of the raw material, benefits to the farmers, Justification of the project site, type of employment generation, Role of agriculture department in proposed project, quality of manure and its end-use etc have been discussed. Committee suggested that they should put R & D efforts for better quality of manure and emphasized on involvement of agriculture department to increase the production of Castor crop to benefit the farmers. The project proponent requested to categorize the project as B2 looking to thenature of the products which will be replacing Petroleum based polyols and use of agricultural based raw material - Castor oil derived from Castor seeds. Looking

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to the low pollution potential and its location in the industrial estate of Jhagadia, request for categorizing the project as B2 was considered by the committee and the following additional information was sought for appraisal of the project.

1. Copy of plot holding certificate obtained from GIDC Jhagadia.

2. Exact aerial distance of project site from the boundary of the Critically Polluted area of Ankleshwar.

3. Present land use pattern of the study area shall be given based on satellite imagery.

4. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin all

round the periphery for unobstructed easy movement of the emergency vehicle / fire tenders without

reversing back. Mark the same in the plant layout.

5. Details of manufacturing process / operations of each product along with chemical reactions, mass

balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner

production activities.

6. Chemical name of each proposed product to be manufactured. Details on end use of each product.

7. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and

quantitative analysis of the each waste stream from the processes.


for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that

no bore well shall be dug within the premises.

9. Explore the possibility of reuse / recycle and other cleaner production options for reduction of

wastes. Details of methods to be adopted for the water conservation.

10. Quality and quantity of waste water to be generated from the manufacturing process of each

product to be manufactured along with mass balance.

11. Stream wise qualitative & quantitative analysis of each waste stream (including process water,

cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. Characteristics

of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy

and efficacy of the treatment facilities proposed for the wastewater to be generated. The

characteristic on which treatability is based shall also be stated.

12. Details of the ETP units including its capacity, size of each unit, retention time and other technical

parameters.

13. Technical details of MEE including evaporation capacity, steam required for evaporation, adequacy

of the proposed boiler to supply steam for evaporation in addition to the steam required for the

process etc.Techno-economical viability of the evaporation system. Control measures proposed for

the evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of

industrial effluent containing solvents & other chemicals.

14. Technical details of RO system.

15. Undertaking stating that a separate electric meter will be provided for the ETP, RO & MEE.

16. Economical and technical viability of the effluent treatment system to achieve zero discharge.

17. Plans for management, collection and disposal of waste streams to be generated from spillage,

leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent

discharge during unforeseen circumstances.

18. Base line status of the noise environment, impact of noise on present environment due to the

project and proposed measures for noise reduction including engineering controls.

19. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air

pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution

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control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of

the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission

rate from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its

adequacy (viii) List the sources of fugitive emission along with its quantification and proposed

measures to control it.

20. Details on management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling, its utilization and disposal etc. How the manual

handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal

of discarded containers and its record keeping.

21. Membership of Common Environmental Infrastructure including TSDF, Common Incineration

Facility, if any.

22. Complete Management plan for By-products to be generated, (if any) from the project including their

quantity, quality, characteristics, end use etc. along with the name and address of end consumers to

whom the by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing

their willingness to purchase said by-product from the proposed project.

23. Name and quantity of each type of solvents to be used for proposed production. Details of solvent

recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the

recovered solvents etc. for each type of solvent.

24. A detailed EMP including the protection and mitigation measures for impact on human health and

environment as well as detailed monitoring plan and environmental management cell proposed for

implementation and monitoring of EMP. The EMP should also include the concept of waste-

minimization, recycle/reuse/recover techniques, energy conservation, and natural resource

conservation. Total capital cost and recurring cost/annum earmarked for environment pollution

control measures.

25. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

26. Occupational health impacts on the workers and mitigation measures proposed to avoid the human

health hazards along with the personal protective equipment to be provided. Provision of industrial

hygienist and monitoring of the occupational injury to workers as well as impact on the workers.

Plan for periodic medical checkup of the workers exposed. Details of work place ambient air quality

monitoring plan as per Gujarat Factories Rules.

27. Risk assessment including prediction of the worst-case scenario and maximum credible accident

scenarios should be carried out. The worst-case scenario should take into account the maximum

inventory of storage at site at any point of time. The risk contours should be plotted on the plant

layout map clearly showing which of the facilities would be affected in case of an accident taking

place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency

Plan should be provided.

28. MSDS of all the products and raw materials.

29. Details of hazardous characteristics and toxicity of raw materials and products to be handled and

the control measures proposed to ensure safety and avoid the human health impacts. This shall

include the details of Antidotes also.

30. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of

Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as

per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major

hazardous chemicals, size of the biggest storage tank to be provided for each raw material &

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product etc. How the manual handling of the hazardous chemicals will be minimized?

31. Details of the separate isolated storage area for flammable chemicals. Details of flame proof

electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan

for flammable substances and processes showing hydrant pipeline network, provision of DG Sets,

fire pumps, jockey pump, toxic gas detectors etc.

32. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

manufacturing utility staff for safety related measures.

33. Detailed five year greenbelt development program including annual budget, types & number of trees

to be planted, area under green belt development [with map], budgetary outlay; along with

commitment of the management to carry out the tree plantation activities outside the premises at

appropriate places in the nearby areas and elsewhere.

34. Detailed socio-economic development measures including community welfare program most useful

in the project area for the overall improvement of the environment. Submit a detailed plan for social

corporate responsibilities, with appropriate budgetary provisions for the next five years and activities

proposed to be carried out; specific to the current demographic status of the area.

35. Submit the action plan for benefication of the farmers.

36. A tabular chart with index for point-wise compliance of above additional information sought.

The project shall be appraised on satisfactory submission of the above. 12. Maher Homes-Residential

Project S.N.340/C, 357/A/A, 360/A + 361/A, F.P.No.72/3, 87/1, 90/1+91/1, Draft T.P.S.No.1 (Shela) Vill:Shela, Ta:Sanand, Dist:Ahmedabad


Details of the proposed project as presented before the committee are tabulated below: Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential Project 3. Project / Activity

No. [8(a) or 8(b)] 8 (a)

4. Name of the project

Maher Homes


Vishwanath Realtor


40 Crores


No

8. Project Details Land / Plot Area (m2): 8,904 Total BUA (m2):39,564.26

Permissible Proposed FSI Area (m2) 24,040.8 24,012.57 Ground Coverage (m2) NA 2,584.55 Common Plot Area (m2) 890.4 1524.19 Max. building height (m) NA 45

9. Building Details No. of Buildings:3

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No. of Blocks: 6 Scope of buildings/blocks: basement + hollow plinth +14 floors No.& size of Residential Units:336 Flats- 2BHK

224 Flats -2BHK (Size 60 m2) and 112 Flats -2BHK (Size 80 m2) 10. No. of expected

residents / users 1512 occupants and 100 visitors


Water requirement (KL/day): 21.75 Source of water: Tankers Waste water generation quantity (KL/day): 5.73 Mode of disposal: septic tank


Fresh water requirement (KL/day):211.71 Source of water: AUDA Waste water generation quantity (KL/day):164.49 Mode of disposal: Municipal Sewer Line of AUDA

13. Status of water supply and drainage line

2 Km from the site



(m3) Quantity to be reused (m3)


Top Soil 900 900 - Other excavated earth

17,100 7560 Will be reused for backfilling, internal road & other paved areas & remaining will be used for other projects in the vicinity

Construction debris

350 220 Will be used for back filling, internal road development and remaining will be handed over to AMC

Steel scrap 12 0 Sold to vendors


10 0 Sold to vendors





Dry waste 370.88 White bins Sold to vendors

Wet waste 536.4 Green Bins Municipal bins Details of segregation if to be done: yes Capacity and no. of community bins to be placed within

premises: 15 kg and 10 number of community bins to be placed

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in common area Landfill site where waste will be ultimately disposed by local

authority: AMC 15. Parking Details Total parking area requirement for the project as per GDCR:

4802.51 m2 Parking area requirement for residential units as per GDCR:

4802.51 m2 Total number of CPS requirement for the project as per NBC

:168 Number of CPS requirement for residential units as per NBC:

168 Total Parking area provided (m2) & No. of ECS:9997.46 & 345

ECS Parking area provided in basement (m2) & No. of ECS: 5843.68

& 182 ECS Parking area provided in hollow plinth (m2) & No. of ECS:

2193.78 & 78 ECS Parking area provided as open surface (m2) & No. of ECS:1960

& 85 ECS 16. Traffic

Management Width of adjacent public roads: 18 m wide road. Number of Entry & Exit provided on approach road/s: Two gates

will be provided for entry/exit. Width of Entry & Exit provided on approach road/s: 7.5 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width forthe plantation): 5.0 m

Width of all internal roads: 7.5 m 17. Details of Green

Building measures proposed.

Use of RMC concrete, Water efficient taps, Flow Control Devices, reuse of treated wastewater, Water meters, Maximum use of natural lighting through architectural design, Energy efficient motors & Pumps, Maximum use of aerated block, Use of LED lighting fixtures and low voltage lighting, Solar lighting in open and landscape areas (15 nos. of solar lights), Roof-top thermal insulation

18. Energy Requirement, Source and Conservation

Power supply: Maximum demand: 1600 KVA Connected load: 1750 KVA

Source:UGVCL % of saving with calculations: ~30% by use of LED and star

rated energy efficient electronic consumer durables DG Sets: No. and capacity of the DG sets:40 KVA Fuel & its quantity: HSD, 9 litre/hr


During Construction Phase: Personal Protective Equipment's (PPEs) shall be provided to the construction workers and its usage shall be ensured and supervised, Training related to construction safety aspect, First Aid room with First Aid Kit, Doctor & ambulance service.

During Operation Phase: Fire Extinguishers, Hose Reel, Wet Riser, Automatic Sprinkler System (Basement), Manually Operated Electric Fire Alarm System, Automatic detection and Alarm System, Underground Static water Storage Tank-1,00 KL capacity., Terrace Tank -60 KL (Total Capacity), Pump Near Underground Static Water Storage Tank (Fire Pump) with minimum Pressure of 3.5 kg/cm2 at Terrace Level –One Electric and one diesel pump of capacity 2 280 lit/min and one electric

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pump of capacity 180 lit/min. 20. Details on staircase

Type & no. of blocks

No. of floors

Floor area m2

No. of staircase

Width of the staircase

(m)

Travel distance

(m)

A, B, E, F H + G +

13 268.05

1 in each block

2.0 19

C, D H + G +

13 315.92

1 in each block

2.0 22

21. Rain Water Harvesting (RWH)

Level of the Ground water table: 25m No. & dimensions of RWH tank(s) : 3 No and 2.0m X 2.0 m X 3.0

m No. and depth of percolations wells :3 no and 20 m Details on Pre-treatment facilities : oil and grease removal and

filter 22. Green area

details Tree covered area (m2) :400 Area covered by shrubs and bushes (m2):450 Lawn covered area (m2):674.19 Total Green Area (m2):1524.19 Green Area % of plot area: 17.11% No. of trees and species to be planted: 135 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, Desi Badam and Gulmohar

23. Dust control Measures

Spraying of water, Peripheral barricading, covered shed for cement loading area, covering the excavated earth with tarpaulin sheet etc.

24.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

S.

No

Head Approximate

recurring cost per annum (Rs. in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost

estimates

1. Air 1.0 2.5 Stack and DG room

2. Solid and hazardous

waste managem

ent

2.0 3.0 Provide bins door

to door and transportati

on cost

3. Environment

monitoring

3.0 0 The recurring

cost would be incurred on hiring of consultants

and payment of

various statutory fees to

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regulatory agencies.

4. Rain water

2.0 12.0 Collection system,

treatment and

recharge well

5. Green belt 1.5 3.5 -

Total 9.5 21

25. Details of ecofriendly building materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of RMC, lead free paints etc.

During the meeting, it was noticed by the committee that the project proponent has submitted a letter from Ahmedabad Urban Development Authority stating that the infrastructural facilities which are proposed in the draft Town Planning scheme (i.e D.T.P.S. No.1-Shela) will be executed after the sanctioning of said draft T.P. Scheme as per provision of Act. After detailed discussion, on various aspects regarding the project, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance. 13. Golden Palm S.N.172,173/1,199/1, VILL:Near Shivalika

Business Centre,Bodakdev, Ahmedabad



Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential 3. Project / Activity

No. [8(a) or 8(b)] 8(a)


Golden Palm


Dharamnandan Infrastructure Pvt Ltd.


156 Cr.


No

8. Project Details Land / Plot Area (m2) : 29,644 Total BUA (m2): 39,950.68

Permissible Proposed FSI Area (m2) 35572.80 34916.84 Ground Coverage (m2) - 10878.58 Common Plot Area (m2) 2964.40 2972.91 Max. building height (m) 15mt. 11.50

9. Building Details No. of Buildings: No of Bungalows: 94

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Scope of buildings/blocks: block A-72, block B-4,block C-4.block D- 14. Basement + ground floor + 2 floors

No. & size of Residential Units: 94 & 385.13 smt. Per unit Details of amenities if any: Home theatre & Gymnasium


470


Water requirement (KL/day): 25 Source of water: AMC Waste water generation quantity (KL/day): 5 Mode of disposal: AMC Details of reuse of water, if any: No


Fresh water requirement (KL/day): 85.35 Source of water: AMC Waste water generation quantity (KL/day): 60 Mode of disposal: AMC


Water supply and drainage lines of AMC area available in the area.






Dry waste 117.5 Kg /Day

Collection in separate Bins

AMC Wet waste Capacity and no. of community bins to be placed within

premises: 100 15. Parking Details

Total number of CPS requirement for the project as per NBC : 94

Number of CPS requirement for residential units as per NBC: 94

Total Parking area provided (m2) & No. of ECS: Parking area provided in basement (m2) & No. of ECS: 3446.27

, 108 ECS Parking will be provided in individual Bungalow. : 1292.50 Sq.

Meter, 94 ECS. Due to scheme of Bungalows, parking will be provided in

individual Bungalow and in basement area. 16. Traffic

Management Width of adjacent public roads: 18 m Number of Entry & Exit provided on approach road/s: One gate

with separate entry & exit will beprovided Width of Entry & Exit provided on approach road/s: 12 50 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation):3 m Width of all internal roads: 7.5


Power supply: Maximum demand: 800 KW Connected load: 800 KW

Source: Torrent Power 18. Fire and Life

Safety Measures Three nos. of fie water storage tanks, each of capacity 50 KL, Fire extinguishers will be provided at various locations

19. Details on staircase Type & no. of buildings

No. of floors

Floor area

No. of staircase


Travel distance

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(m) A & 72 unit Bas.+3 21747.6

0

72 1.00 -

B & 4 unit Bas.+3 1076.12 4 1.00 - C & 4 unit Bas.+3 1076.12 4 1.00 - D & 14 unit Bas.+3 8575.40 14 1.00 -


No. and depth of percolations wells : 08


Tree covered area (m2) : 2,066.93 Lawn covered area (m2): 2,970.15 Total Green Area (m2): 5,037.08 Green Area % of plot area: 17.00 No. of trees and species to be planted: 413

22.


Plants / seed : 3.0 lacs Plant care & Reg : 2.0 Lacs Total : 5.0 Lacs.

23. Proposed dust control measures during the construction phase

Spraying of dust suppressant at regular interval and barricades of adequate height.

During the meeting the project proponent was asked make use of solar energy at the extent possible. After discussing the various aspects regarding project in detail, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following: 1. Details of provisions to make the project energy efficient and adoption of modes of alternative eco

friendly sources of energy, solar water heater, solar street lighting, LED lighting. Measures proposed

to comply with the ECBC norms / other international norms proposed for energy conservation.

2. Details of soil excavation / filling required for the project along with its quantification based on

backup calculations. Details with respect to proposed use / disposal of excavated soil. Plan for

management, use and disposal of construction debris including excavated materials during the

construction phase. Details of top soil management plan during construction phase.

14. Empire Business Hub F.P.No104, O.P.No.3104, S.No.458/1, 485/2, T.P.S.No.42, Sola- Science City Road, Ahmedabad



Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Commercial 3. Project / Activity

No. [8(a) or 8(b)]

8(a)


Empire Business Hub


Empire Buildcon

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50 crore


No construction activity started

8. Project Details Land / Plot Area (m2) : 4,083 Total BUA (m2): 27,294.95

Permissible Proposed FSI Area (m2) 16,332 16,320 Ground Coverage (m2) ---- 1,745.84 Common Plot Area (m2) ---- 410 Max. building height (m) --- 40

9. Building Details No. of Buildings: 1 No. of Blocks: 2 Scope of buildings/blocks: 2 level basement + ground floor +

13 floors. No. & type of Commercial Units: 332


1,660


Water requirement (KL/day): 20.25 Source of water: Tanker Waste water generation quantity (KL/day): 10.53 Mode of disposal: AMC sewer line Details of reuse of water, if any: 4 KL/day for curing


Fresh water requirement (KL/day): 98.84 Source of water: AMC Waste water generation quantity (KL/day): 82.63 Mode of disposal: AMC sewer line


AMC drainage line and water supply line is available at site





Top Soil 750 750 Greenbelt development

Other excavated earth

12,250 6,300 Will be reused for backfilling, internal road & other paved areas & remaining will be used for other projects in the vicinity

Construction debris

300 100 Will be used for back

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filling, internal road development and remaining will be Handed over to AMC

Steel scrap 12 --- Sold to vendors


10 ---- Sold to vendors





Dry waste Total 700 Bio degradable waste will be disposed into near by bins and non biodegradable waste will be sold to vendors

Wet waste

Details of segregation if to be done: Green bins for bio degradable waste & White bins for non biodegradable west

Capacity and no. of community bins to be placed within premises: Total 700 bins provided with 5 litre to 25 litre capacity

15. Parking Details Total parking area requirement for the project as per GDCR: 4,896 m2

Parking area requirement for Commercial units as per GDCR: 4,896 m2

Total number of CPS requirement for the project as per NBC: 326 CPS

Number of CPS requirement for commercial units as per NBC: 326 CPS

Total Parking area provided (m2) & No. of ECS: Area -9,931.45 m2 , ECS - 330

Parking area provided in basement (m2) & No. of ECS: Area - 7,954.42 m2 , ECS - 249

Parking area provided in hollow plinth (m2) & No. of ECS: ECS: Area – 815.76 m2 , ECS - 30

Parking area provided as open surface (m2) & No. of ECS: ECS: Area – 1,161.27 m2 , ECS - 51


Width of adjacent public roads: 35 m on Northern and 12 m on Western side

Number of Entry & Exit provided on approach road/s: 02 Width of Entry & Exit provided on approach road/s: 6.0 m Minimum width of open path all around the buildings for easy

access of fire tender(excluding the width for the plantation): 6.0 m

Width of all internal roads: 6.0 m and 4.5 m

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Power supply: Maximum demand: 2500 KVA

Source: Torrent Power Energy saving measures: maximum use of natural light

through architectural design, use of energy efficient motor and pumps, maximum use of aerated blocks, use of CFL & low voltage lighting, solar lighting in open and landscape areas, rooftop thermal insulation

DG Sets: No. and capacity of the DG sets: 1 X 125 KVA

Fuel & its quantity: HSD 25 litre/hr 18. Fire and Life

Safety Measures

Fire Extinguishers, Hose Reel, Wet Riser, Yard Hydrant, Automatic Sprinkler System, Manually Operated Electric Fire Alarm System, Automatic Detection & Alarm System, Terrace Tank -20,000 lit (each block), Underground Tank -2,00,000 (one Number), Pump near underground static water storage Tank (Fire Pump) with minimum pressure of 3.5 Kg/cm2 at Terrace Level - Two eclectic and one diesel pump of capacity 2850 l/min and one electric pump of capacity 180 L/min

Name of the nearest fire station: Bodakdev Distance from the project site: About 5 Km. Time required by the fire tender to reach the project site: 20 minutes

19. Details on staircase

Type & no. of buildings

No. of floors

Floor area

No. of staircase

Width of the

staircase

Travel distance

(m)

A & B B + G +

13 1,289.68 2 2.0 20


No. and depth of percolations wells : 02 Details on Pre-treatment facilities : Desilting cum filter

chamber 21. Green area

details Tree covered area (m2) : 100 Area covered by shrubs, bushes and lawn (m2): 310 Total Green Area (m2): 410 Green Area % of plot area: 10 No. of trees and species to be planted: 50

22. Proposed dust control measures during the construction phase

Dust suppression by spraying of water, Peripheral barricading the project site, Covering the construction material during transportation and storage, Compaction of soil during various construction activities

23. Eco friendly building material usage details.

Fly ash bricks/fly ash blended concrete blocks, fly ash paving blocks.

During the meeting, it was presented that the entire building will be provided with automatic sprinkler system. The project proponent was suggested maximize the parking area by increasing the mechanical parking at the extent possible. Further the traffic survey carried out on the approach road shows that the existing road is adequate enough to accommodate existing as well as proposed traffic load. After detailed discussion on various aspects regarding the project, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Copy of full size project plans with building & floor wise built up area and FSI area table, plot area

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details etc.

15. Shrimad Rajchandra Ashram Dharampur

S.N.501/1, Vill:Dharampur, Dist:Valsad Screening and Scoping case

This is a Religious and Spiritual Complex proposed by Shrimad Rajchandra Adhyatmik Satsang Sadhana Kendra. Details of the proposed project are as under:

Sr. No. Description Details 1. Total plot area 8,44,784 m2 2. Proposed Development Area 4,78,600 m2 3. FSI Area 1,37,500 m2 4. Construction Area 1,37,500 m2 5. Estimated cost of the project Rs. 300 Cr. 6. No. of Units 1059 7. Water requirement 529 KL/day 8. Sewage generation 494 KL/day 9. STP Capacity 525 KL/day 10. STP Technology Phytorid 11. Solid Waste 1961 kg/d 12. Power requirement 4 MW 13. DG Set Capacity 1000 kVA 14. Landscape Area (Provided) 45,500 m2 15. Parking Provided 4W: 700 Nos. , 2W: 250 Nos. , Buses: 10 Nos.

As the plot area of the project is >50.0 hectare, the project falls in the project activity 8(b) as per the schedule of the EIA Notification, 2006.

Details of buildings tenements & proposed population area as under:

Building Name Building Configuration

No of Buildings

Total Units

Population (Nos.)

Linear Block Ground+3 6 330 660 3 BHK Blocks Ground floor 55 55 440 Block 1BHK Ground+3 10 345 1380 Block 2BHK Ground+3 13 92 552 Block 3BHK Ground+3 6 46 368 Sadhana Kutir Stand Alone Studio 26 26 26 Existing Aashram building

3 165 495

Total 1059 3921

During the meeting, while discussing about the management of treated water during the monsoon season, they have replied that three lakes will be constructed within the premises as per the contour of the project site and treated water will be stored in these lakes during the monsoon season. after detailed discussion, the following Terms of Reference were prescribed for the EIA study to be carried out covering the 5 Km radial distance from the project boundary.

1. Project site specific details such as distance of the project site from the nearest (1) Village (2) Water

Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5)

Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Eco Sensitive Zone and

likely impact on them due to the proposed project along with the mitigation measures proposed to

minimize the likely impact.

2. Details of final approved, allotted land for the project with exact survey numbers.Status of ownership

of land. Copy of N.A order for using the area for non agricultural purpose.

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3. Copy of all conceptual project plans [full size] submitted to the competent authority for approval.

4. A single layout plan showing location of buildings, roads, D.G.sets, STP, composting facility, parking provision, green belt (tree covered area), common plot, location of percolation wells etc. with different colour codes.

5. Implementation schedule of the project along with the bar chart.

6. A map of the study area delineating the major topographical features such as land use, drainage,

locations of habitats, environmental sensitive areas, major constructions including roads, railways,

pipelines, industries if any in the area are to be mentioned.

7. Land use map of the study area based on high resolution satellite imagery delineating the forest,

agricultural land, water bodies, settlements, and other cultural features. Details of change / creation

in land use / land cover due to the proposed project.

8. Details of site topography along with the contour plan of the project area. Details of change in

topography of the area due to the project.

9. Scope of the buildings to come up in the project as well as exact details of the residential units,

service and commercial units as well as other amenities (like hospital, hotel, restaurant, school, club

house, swimming pool etc.) to come up in the project.

10. Height of the buildings to come up in the project. Break up of FSI, built up area plot wise, block wise

plan & area statement.

11. Provision of separate entry & exit and adequate margin all round the periphery for easy

unobstructed movement of fire tender without reversing.

12. Proposed fixed population as well as floating population including visitors considered for the

proposed project.

13. Study on hydrology of the area and subsoil characteristics.

14. Details of the management of the run off / rainwater flowing through the existing natural drain /

nallah / streams within the project site if any. Impacts on the surface hydrology pattern due to the

proposed project. Details of measures proposed to ensure that natural drainage of the site will not

be obstructed / disturbed and measures proposed to protect existing natural drain / nallah / streams

within the project site.

15. Source of water supply during the construction phase along with the expected quantity of the water

requirement. Waste water disposal plan during the construction phase.

16. Detailed fresh water consumption based on activity and area of the project as per the NBC norms.

Exact source of water supply during operation phase. Permission from the concerned authority for

water supply.

17. Explore possibilities to get surface water supply instead of depending upon the ground water to

meet with the project water requirements.

18. Detailed study on geo-hydrology of the area. Impact of proposed ground water extraction on the

ground water table & ground water quality of the area, its impact on other competitive users &

borewells in the surrounding area. Permission obtained from the Central Ground Water Authority for

extraction of ground water.

19. Domestic waste water disposal plan during operation phase.

20. Details of the STP with size of each unit, its location on the plan and its adequacy. Measures

proposed to prevent odour nuisance due to the STP operation. Details of raw water treatment plant,

if any to be provided.

21. Provision of dual plumbing, if any, for reuse of treated sewage for purposes like flushing, cooling

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tower make up etc.

22. Mode of disposal of sewage to be generated during the operation phase of the project. Permission

of concerned authority for sewage disposal.

23. Details of water conservation measures including provision of low water consuming devices.

24. Adequacy of open land area available for utilizing of treated sewage for plantation / gardening.

Suitability of use of treated sewage on the land with respect to the soil characteristic etc. shall be

studied and a report in this regard shall be submitted.

25. Details of storm water management. Detailed plan to manage treated wastewater in monsoon

season. How it will be ensured that treated sewage won't flow outside the premises linked with

storm water during high rainy days.

26. Capacity & design details of the lakes to be constructed within the premises and impact of treated

water storage on ground water quality & hydrology of the area.

27. Details of soil excavation / filling required for the project along with its quantification based on

backup calculations. Details with respect to proposed use / disposal of excavated soil. Plan for

management, use and disposal of construction debris including excavated materials during the

construction phase.

28. Details of top soil management plan during construction phase. If the topsoil is proposed to be

preserved, the details relating to the quantity of topsoil stored, demarcated area on plan where it is

stored along with preservation plan is to be given.

29. Engineering controls proposed for dust control including barricading the site during the construction

period.

30. Details on impacts of air emission from the vehicles during the construction and operation phases,

emission during loading, unloading, transportation and storage of construction materials etc. and

mitigation measures thereof should be incorporated in the EIA report.

31. Details of the D.G. sets including fuel, quantity, stack height, location as well as the acoustic

measures proposed to abate noise pollution.

32. Map of the study area clearly delineating the location of monitoring stations for air, water, soil and

noise, superimposed with location of habitats are to be shown. Primary data shall be collected for

one season except rainy season.

33. Details of base line ambient air quality monitoring data of one season other than monsoon for at

least five locations in 5 km study area and impact analysis due to the proposed project. Parameters

namely RSPM, NO2, SOx and CO shall be considered. Air quality modelling shall be carried out for

prediction of impact of the project on the air quality of the area. The details of the model used and

the input parameters used for modelling shall be provided. The air quality contours shall be shown

on the location map clearly indicating the location of site, location of sensitive receptors, if any, and

habitation. Latest available IMD data shall be utilized.

34. Details of incremental pollution load on the ambient air quality, noise and water quality due to the

project.

35. Plan to curb noise likely to be generated from the use of construction equipments like mixers,

vibrators etc. Impact of project construction/operation on the noise on account of construction

equipment, construction/demolition activities and road traffic is to be studied.

36. Details with respect to the quantity of the generation of the garbage / Municipal Solid

waste(biodegradable & recyclable waste), Bio Medical waste, electronic waste and mode of its

treatment and disposal. Details of composting facility, if any proposed for composting of bio-

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degradable waste.

37. Details of authorized municipal solid waste facilities, biomedical treatment facilities and hazardous

waste disposal facilities in the area should be included. Copy of permission obtained from

concerned authority/ies should be submitted. Management and disposal of temporary structures,

made during construction phase are to be addressed.

38. Details of hazardous wastes likely to be generated and its storage & mode of disposal.

39. Detailed parking plan showing accommodation of two wheelers and four wheelers, its adequacy for

the project and norms adopted for the calculations. The details shall include the parking requirement

on the basis of footfalls, as per present GDCR and National Building Code (NBC) guidelines for

each individual component of the township. The backup calculations showing the bifurcation of the

built up area according to the activity vis-à-vis parking area required shall be furnished. Mark the

area of parking on the drawing showing the parking. Also details of visitors parking, whether

considered in total parking calculations / provisions or not.

40. Distance to the main access road along with the width of the roads are to be given

41. Base line ecological status. In case of any scheduled fauna, conservation plan should be provided.

42. Detailed survey of endangered species including their habitat, if any in the study area, impacts of the

proposed project on the same along with mitigation measures and conservation measures like

proposal for creating wetland patches, artificial nests etc. in the project.

43. Details of existing trees to be protected / preserved / transplanted / removed. Detailed green belt

development plan as per the CPCB guidelines, including area of tree plantation, its demarcation on

the map, number and types of trees and budget allocation thereof. Also provide the break-up of the

greenbelt viz. the tree covered and lawn covered area.

44. Details of use of eco-friendly building material including fly ash bricks, fly ash paving blocks, RMC,

lead free paints, use of PPC in concrete etc.

45. Details of Green Building Concept to be adopted for the project.

46. Details of provisions to make the project energy efficient and adoption of modes of alternative eco

friendly sources of energy, solar water heater, solar street lighting, LED lighting. Measures proposed

to comply with the ECBC norms / other international norms proposed for energy conservation.

47. Plan for rain water harvesting and ground water recharge revealing that quantity of ground water

extraction would be compensated by equivalent or more quantity of rain water recharged, with

proper scientific calculations considering rainfall in the region, catchment area, land / soil

characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of

provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested.

Location of recharge percolation wells on the layout plan.

48. Details of seismic zone of the project and design aspects required to be adhered to as per national

standards for buildings to make it earthquake proof.

49. The details of the basic amenities and welfare facilities to be provided to the construction workers to

ensure that they do not ruin the existing environment.

50. Details of safety measures proposed for the construction workers including provision of personal

protection equipment. Details of registration and provisions to be made by the project proponent to

follow Building and other Construction Workers Acts and Rules and undertaking for the same.

51. Provision for use of fire retardant material in construction.

52. Plan showing emergency exits as well as location of stair cases, lifts and pathways etc. and

compliance to the GDCR and NBC in this regard.

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53. Details of fire fighting system including location of fire water tanks & capacity, separate power

system for fire fighting, automatic sprinkler system, fire detection system with alarms & automatic fire

extinguishers, location of fire lift and fire retardant staircases, details of qualified and trained fire

personnel & their job specifications, nearest fire station & time required to reach the proposed site

etc. Calculation and provision of minimum fire water requirement based on fire study as well as the

availability of external fire fighting facility.

54. Details of first aid / fire fighting and other emergency services to be provided during construction

phase and operation phase including the training to be provided to the residential staff of the project

as first aid providers, fire fighters etc.

55. Historical data on climate conditions such as wind pattern, history of cyclones, storm surges, earth

quake etc., are to be given.

56. Details of disaster management plan during operation phase of the project should include also

scenario of natural catastrophe like earth quake, cyclone and floods in addition to other disasters.

The plan should include the details of (i) Emergency lighting plan (ii) details of power back up

system in the case of emergency (iii) fire fighting arrangements (iv) first aid arrangement (v) Training

and Mock drill (vi) Emergency announcement system (vii) Signages (viii) location of emergency stair

cases and pathways etc.

57. Detailed Environment Management Plan with respect to various environmental attributes- Water, Air,

Noise, Solid wastes including Hazardous Wastes, land etc. of the project both during construction

and operation phase and strategy for its implementation with financial outlay. Details of monitoring /

supervision cell to monitor environmental aspects during construction phase as well as operation

phase including provision of qualified construction safety officer.

58. Details of services like electricity, gas, telephone, bank, dispensary/hospital, local transport etc.

available in the area.

59. Undertaking regarding maximum employment to the local people as well as strict compliance of the

Gujarat Building and other Construction Workers Rules.

60. Detailed plan for Corporate Social Responsibility to be taken up in nearby areas, with appropriate

budgetary provisions for the next five years and activities proposed to be carried out; specific to the

current demographic status of the area.

61. Details on plan for conservation of natural resources and recycle waste materials due to the project

activity in the construction and operational phase of the project to be detailed out.

The above mentioned TORs shall be considered for the preparation of the EIA report in addition to all the relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on receipt of the EIA report.

16. Ravi Industries Plot no.43, GIDC-Sojitra, Sojitra, Dist.: Anand.


Project / Activity No.: 5(f)


Project / Activity Details: This is a new unit proposes manufacturing of Polyester resin:

Sr. no.

Product Name Quantity

1 Polyster Resin 100

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MT/Month

The project falls under Category B of project activity 5(f) as per the EIA Notification 2006.

The project proponent has applied for manufacturing of Polyester Resins (100 MT/M). The project falls under Category B of project activity 5(f) as per the EIA Notification 2006. A plot of 550 sq.m area has been acquired for this new project. Total cost of the project is Rs. 70 lacs.

Presentation made by the proponent included the general information about the project, plant layout, manufacturing process, raw material & resource consumption, water balance diagram, map showing the plant & its surroundings, hazardous waste generation and its disposal etc.

Total water consumption for the proposed project will be 450 LPD which will be supplied by GIDC. Total industrial waste water generation will be 160 LPD, which will be evaporated after primary treatment. Unit has proposed 40 lit./hr capacity evaporator. Generation of domestic waste water will be 250 LPD which will be disposed off through septic tank/soak pit system. LDO (10 liters/hr) will be used in Thermic Fluid Heater. Hazardous waste generated from the manufacturing activity will be ETP sludge (50 Kg/Month), Evaporation residue (30 Kg/Month) & Discarded containers (Drums/containers-300 No.s/Month & Bags with liners 1700 No.s/Month).

Looking to the small scale of the project, technical aspects of the project, its location, low pollution potential and the details presented during the meeting, after detailed elaboration, the project was categorized as B2 category project. Following additional information was sought from the project proponent for further appraisal: 1. Copy of plot holding certificate obtained from the GIDC.




3. Monthly raw materials consumption for the proposed product.

4. Manufacturing process and mass balance.


for the project. Copy of permission letter obtained from the GIDC for supply of raw water as per the

requirement of the proposed project.

6. Water balance (including reuse-recycle, evaporation if any)

7. Complete waste water management plan. Stream wise qualitative and quantitative assessment of

the wastewater. A detailed treatability study vis-à-vis the adequacy and efficacy of the treatment

facilities proposed for the wastewater to be generated.

8. Plan for management and disposal of waste streams to be generated from spillage, leakages etc.

Measures proposed for preventing effluent discharge during unforeseen circumstances.

9. Details of the ETP including size of each unit, retention time, other technical parameters etc. and its

adequacy and efficacy report.

10. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes

and to conserve fresh water.

11. Details of provisions to be made for evaporation of industrial effluent. Technical details of effluent

evaporation system including evaporation capacity, steam required for evaporation, adequacy of the

boilers to supply steam for evaporation in addition to the steam required for the process etc.

Techno-economical viability of the evaporation system. Control measures proposed for the

evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of industrial

effluent containing solvents & other chemicals.

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12. Details of possibility of chemical seepage & consequent soil contamination & mitigation measure

proposed for the same.

13. Specific details of (i) Process emission from each unit process with its quantification, (ii) Air pollution

Control Measures proposed with technical specifications (iii) Adequacy of the air pollution control

measures to achieve the GPCB Norms (iv) Details of the fuel as well as utilities required (v) Flue gas

emission rate emission from the utilities.

14. Specific details of fugitive emission from the unit along with measures proposed to monitor VOC

within work area. Details of ventilation system proposed in the work area. Measures proposed to

keep the work area environment as per the norms of GFR.

15. Details of measures proposed for noise pollution abatement & its monitoring.

16. Details of management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling and its disposal. How the manual handling of the

hazardous wastes will be minimized?

17. Methodology of de-contamination and disposal of discarded containers and its record keeping.

18. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat

Factories Rules.

19. Copy of membership certificate from Common Environmental Infrastructure including the TSDF /

Common Hazardous Waste Incineration facility for disposal of hazardous wastes to be generated

from the proposed project.

20. A detailed EMP including the protection and mitigation measures for preventing impacts on human

health and environment as well as detailed monitoring plan with respect to various parameters and

responsible head for the environmental management cell and environmental management cell

proposed for implementation and monitoring of EMP.

21. A detailed Green Belt Development Program including annual budget, types & number of trees to be


to carry out the tree plantation activities outside the premises at appropriate places in the GIDC area

and elsewhere.

22. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the

control measures proposed to ensure safety and avoid the human health impacts. This shall include

the details of Antidotes also. Detailed material handling plan to avoid / minimise human exposure.

23. Details of quantity of each hazardous chemical to be stored, Material of Construction of major

hazardous chemical storage tanks, threshold storage quantity as per schedules of the Manufacture,

Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals. How the manual

handling of the hazardous chemicals will be minimized?


electrical fittings, fire extinguishers and other safety measures proposed.

25. Specific safety details / provisions for various hazardous chemicals including solvents to be used in

the process along with onsite emergency plan.

26. Details of possibilities of occupational health hazards from the proposed manufacturing activities

and proposed measures to prevent them.

27. Detailed fire control plan for flammable substances and processes showing hydrant pipeline

network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.

The project shall be appraised on satisfactory submission of the above.

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17. Reflections S.No.530,531, F.P.No:97+98, O.P.No. 97+98,

Draft T.P.Scheme No. 63 (Khoraj), Vill:Khoraj, Dist: Gandhinagar

EC amendment case

The SEIAA, Gujarat has accorded environmental clearance to M/s Pacifica Developers Pvt. Ltd. for the residential building construction project at F.P. No. 97, 98, TPS No. 63, Vill. Khoraj, Tal. & Dist. Ahmedabad, vide order no. SEIAA/GUJ/EC/8(a)/32/2013 dated 04/03/2013 for the built up area of 57,507.91 sq.m. comprising of 380 residential units.

Now, the project proponent, M/s Pacifica Developers Pvt. Ltd., vide their letter dated 09/07/2014 submitted a revised Form-I & Form-IA and requested for amendment of Environmental Clearance order dated 04/03/2013. It was mentioned in the letter that they want to change the planning of the project by adding one more floor in all the building blocks and It results in increased number of residential units from existing 380 to 460.

The request for amendment in terms of proposed expansion was considered during the meeting. The project proponent presented the details of the previous and the revised project proposals, which are tabulated below:

Description As per Environment Clearance Revised Plot area (sq. m.) 16,086.0 16,086.0 Built-up area (sq. m.) 57,507.91 72,563.77 Ground coverage (sq. m.) 4.787.56 4,042.57 Number of units 380 460 Number of buildings 9 building blocks & 1 amenity

block 9 building blocks & 1 amenity block

Number of floors Ground floor + 9 floors Ground floor + 9 floors Parking requirement-NBC 280 ECS 308 ECS Parking area provided (sq m)

Total – 17,120.43 sq.m. [4,789.56 sq.m. in basement + 10,995 sq.m. in hollow plinth + 1,335.87 sq.m. in open surface area] equivalent to 360 CPS

Total – 18,169.6 sq.m. [13,506.6 sq.m. in basement + 3,363 sq.m. in hollow plinth + 1,300.0 sq.m. in open surface area] equivalent to 598 CPS


674 1282

Fire fighting arrangements Fire shafts, fire lifts, fire hydrant system, fire exits, fire exhaust & automatic sprinkler system in basement, underground & over head fire water tanks of adequate capacity etc.

Fire Extinguishers, Hose Reel, Wet Riser, Automatic Sprinkler System (Basement), Manually Operated Electric Fire Alarm System, Underground Static water Storage Tanks of total 350 KL capacity., nine nos. of terrace tanks each of 10 KL.

Total water requirement (KL/day)

285 310.24

Fresh water requirement (KL/day)

191 187.3

Treated grey water to be reused (KL/day)

94.0 122.94

Total waste water generation

234.8 225.96

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Green belt development (m2)

Total green area: 6,783.0 Total green area:6,175.62

The project proponent was asked to carry out tree plantation on the open surfaces designated as parking areas as well as other suitable open places within the premises. After discussing the project in detail, it was decided to recommend the project for grant of amendment in the Environmental Clearance order dated 04/03/2013 only after satisfactory submission of the following: 1. Justification for proposed expansion along with the supporting documents like permission from

concerned authority for proposed expansion and changes.

18. Rushil Décor Ltd Plot No.607,608, GIDC-Mansa, Vill. Mansa, Dist.: Gandhinagar




Project / Activity Details: This is an existing unit engaged in manufacturing of Resins and now unit has applied for expansion of Resin manufacturing as below:

Sr. no.

Product Name Existing (MT/Month)

Proposed (MT/Month)

Total (MT/Month)

1 Phenol Formaldehyde Resin 140 1360 1500 2 Melamine Formaldehyde

Resin 60 740 800

3

Urea Formaldehyde Resin 200 1575 1775

Total 400 3675 4075

The project falls under Category B of project activity 5(f) as per the EIA Notification 2006. Existing unit has obtained CTE and CCA of the GPCB for manufacturing Resins, Decorative laminated sheets and various hard Boards. Proposed expansion of resin manufacturing is for captive consumption and to transfer to other two units located within 10 KM Radius.

Unit has acquired additional plot no. 607 adjacent to existing plot no. 608. Total plot area is 6049.46 m2. Expected cost of the project after expansion will be Rs. 11.44 Crores. Fresh water requirement for the proposed project will be 54.40 KLPD, which will be supplied by GIDC. Industrial wastewater generation will be 4.54 KLPD, which is proposed to be completely evaporated after its primary treatment in the ETP. Unit has proposed Multiple Effect Evaporator (MEE) to achieve complete zero effluent discharge. . Domestic wastewater generation will be 8.50 KLPD and it will be disposed off through septic tank – soak pit. One DG set with capacity 200 KVA is proposed. Unit has proposed one steam boiler with 6 TPH capacity in which Coal- 14 MT/day will be used as fuel. Unit has proposed MDC as APCM with Boiler. No process gas emission is envisaged.

Quantity of hazardous waste to be generated will be ETP waste & MEE waste, Used oil, Discarded Containers/Barrels/Liners contaminated with Hazardous waste, Process wastes/chemicals and Residues & sludge.

During meeting committee suggetsted to provide Pulse Jet Bag filter with proposed Boiler and Bio Coal as fuel in place of Coal. Looking to the small scale of the project, its location in GIDC estate and low pollution potential, after detailed elaboration, the project was categorized as B2. The project proponent was asked not to use wood as a fuel in the Boiler. After detailed discussion on various aspects, following additional information was sought from the project proponent for appraisal of the project.

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1. Layout plan of the factory premises showing the proposed expansion activities on the same.

Provision of separate entry & exit and adequate margin all round the periphery for unobstructed

easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the

plant layout.

2. Demarcation of proposed expansion activities in lay out of the existing premises. Exact details about

additional infrastructural facilities, plant machineries etc. required for the proposed expansion.

3. Monthly consumption of each raw material (Product wise).

4. Detailed manufacturing process of each product along with chemical reactions, mass balance and

schematic diagram.


for the proposed expansion. Copy of permission letter obtained from the GIDC for supply of raw

water as per the requirement of the proposed expansion.

6. Water balance (including reuse-recycle, evaporation if any)

7. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes

and to conserve fresh water.

8. Undertaking to install separate reaction vessels for each of the product and not to carry out any

washing activity.

9. Stream wise qualitative and quantitative assessment of the wastewater. A detailed treatability study

vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be

generated.

10. Plan for management and disposal of waste streams to be generated from spillage, leakages etc.

Measures proposed for preventing effluent discharge during unforeseen circumstances.

11. Details of the ETP including size of each unit, retention time, other technical parameters etc. and its

adequacy and efficacy report.

12. Technical details of MEE including evaporation capacity, steam required for evaporation, adequacy

of the proposed boiler to supply steam for evaporation in addition to the steam required for the

process etc. Techno-economical viability of the evaporation system. Control measures proposed for

the evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of

industrial effluent containing solvents & other chemicals.

13. Undertaking stating that a separate electric meter will be provided for the ETP & MEE.


proposed for the same.

15. Specific details of (i) Details of the utilities required, (v) Types of fuel to be used and quantity of the

each fuel, (vi) Flue gas emission rate from each utility along with stack height, (vii) Air Pollution

Control Measures proposed along with its adequacy, (viii) List the sources of fugitive emission from

the unit along with its quantification and proposed measures to control it. (All these details should be

in tabular format with comparative data of existing and proposed data).

16. Specific details of fugitive emission from the unit along with measures proposed to monitor VOC

within work area. Details of ventilation system proposed in the work area. Measures proposed to

keep the work area environment as per the norms of GFR.




hazardous wastes will be minimized? (All these details should be in tabular format with comparative

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data for existing and proposed activity).



Factories Rules.

21. Copy of membership certificate from Common Environmental Infrastructure including the TSDF /

Common Hazardous Waste Incineration facility for disposal of hazardous wastes to be generated

from the proposed project.








and elsewhere.



the details of Antidotes also.






electrical fittings, DCP extinguishers and other safety measures proposed.

27. Specific safety details / provisions for various hazardous chemicals including solvents to be used in

the process along with onsite emergency plan.



29. Detailed risk assessment report including prediction of the worst-case scenario and maximum

credible accident scenario along with damage distances and preparedness plan to combat such

situation and risk mitigation measures. Vulnerable zone demarcation.

30. Detailed fire control plan for flammable substances and processes showing hydrant pipeline

network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.



32. Environment clearance for the existing unit issued by the concern authority (reasons, if not obtained

33. Status of the existing Consent to Operate and Authorization accorded by the SPCB. Compliance

status of the existing unit with respect to various conditions of CC&A order obtained from the Gujarat

Pollution Control Board (GPCB).

34. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for

prevention of pollution.


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19. M/s Akshar City S.N.450/A,450/B,450/K,452/A,452/B,

Vill:Kelanpur, Dabhoi Main road, Vadodara Screening and Scoping case


S.No Particulars Details 1. Proposal is for New Project 2. Type of Project Residential 3. Project /

Activity No. [8(a) or 8(b)]

8(a)


“Akshar City”


“Akshar Buildres”


95.0


No.

8. Project Details Land / Plot Area (m2): 1,15,067.00

Permissible Proposed FSI Area (m2) 84,139.93 61,572.79 Ground Coverage (m2) 39,182.56 39,394.34 Common Plot Area (m2) 10,884.04 10,884.04 Max. building height (m) 30 9.88 m

Total BUA (m2):61,793.13

9. Building Details No. of Blocks/units:1070 + 02 Scope of buildings/blocks: 1070 Row Houses + 01 Club House +

01 Temple No. & size of Residential Units: 1070 Row Houses Details of amenities if any: 01 Club House & 01 Temple


Permanent – 4,815 and visitors - 482.


Water requirement (KL/day): 12.0 Source of water: Existing bore well Waste water generation quantity (KL/day): 3.2 Mode of disposal: The sewage generated will be sent to

temporary Septic Tank and soak pits. Details of reuse of water, if any: Not applicable.


Fresh water requirement (KL/day): 702.0 Source of water: 04 Nos. Existing bore well Waste water generation quantity (KL/day): 528.0 Mode of disposal: The sewage generated will be discharge into

Individual Septic Tank and soak pits. 13. Status of water

supply and drainage line

Water requirement will be met through existing 4 Nos. of bore wells. Drainage will come within year.

14. Solid waste Construction Phase:

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Management Generation (m3)

Quantity to be reused

(m3)

Mode of Disposal /

Reuse Top Soil 1200 1200 Landscaping

development. Other excavated earth

2500 2500 Levelling of the site, internal roads, etc.

Construction debris

125 - Levelling of the site, internal roads, etc.

Steel scrap 25 - Will be Sold to scrap dealer


15 - Will be Sold to scrap dealer





Dry waste 735.0 Will be Collected in

Bins

Solid Waste collection dispose off into nearby sanitary landfill site of VMC

Wet waste 1553.0 Will be Collected in

Bins

-do-

Capacity and no. of community bins to be placed within premises: 50 Nos. 50 L Each.

15. Parking Details Total parking area requirement for the project as per GDCR: 8,787.59 sq. m.

Parking area requirement for residential units as per GDCR: 8,787.59 sq. m.

Total Parking area provided & No. of ECS: 13,596.25 sq.m. (Individual Parking provided for each tenement)

Parking area provided as open surface & No. of ECS: 12,840.00 sq.m. (Individual Parking provided for each tenement)

Parking area provided (at any other place-specify) & No. of ECS: 756.25 sq. m.


Width of adjacent public roads: 20m. (75 m ring road is proposed adjacent to project site.) Number of Entry & Exit provided on approach road/s: One for entry & one for exit. Width of Entry & Exit provided on approach road/s: 10.5 m Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4.0 m Width of all internal roads:7.5 m, 9.0 m and 10.5 m

17. Details of Green Building

Wall panel fabrics with recycled content. Low-VOC emitting and refurbished or bio-harvested renewable

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measures proposed.

material content for flooring. Will be installed dedicated exhaust systems in indentified area. On-site rainwater recharging systems for storm water control and

non-potable water uses. Light transmitting panels. Formaldehyde free Medium Density Fibreboard (MDF) Toilet partitions: Solid plastic model made with post consumer

HDPE plastic. Use of polyethylene plastic piping in lieu of PVC piping. Built-in entry way mats with drop pans and adequate drains to

catch dirt off shoes. Green belt development (13.65% of total plot area)



Source: MGVCL (Madhya Gujarat Vij Co. Limited) Energy saving measures: maximum use of T5/T8 and CFL

lighting fixtures % of saving with calculations: 35% saving on energy Compliance of the ECBC guidelines (Yes / No),if yes,

compliance in tabular form: Yes Section

No. Requirement Compliance

7.2 Lighting controls occupancy/ time switch

Parking area lighting will be controlled through switch with alternate switching.

7.2.1.4 Exterior lighting to be photo sensor or time switch

External lighting will be controlled through timer.

7.3 Interior lighting power to be within specified limits

All light in common open area will be ceiling mounted. It illuminates the required area only.

7.4 Exterior lighting power to be within specified limits

All lights will be with bracket or arm, so no extra light will be cross boundary limit.

8.2.1.1 Maximum allowable power lose from transformer

Shall be used energy efficient transformers as per ECBC Norms.

8.2.2 Energy efficient motors For the common area, all motor will be energy efficient as per ECBC.

8.2.3 Power factor be maintained between 0.95 and unity

We will use capacitor bank for common areas load to maintain power factor.

8.2.5 Power distribution system losses to be maintained less than 1%.

We will consider low watt loss type MCB in all distribution system.


Nearest Fire station is at Haran Khana Road Fire Station which is 6.0 km away from the project site.

Details of Fire Fighting System during operation phase: Fire

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alarm system, Fire Extinguishers, Manually operated fire alarm system etc. will be provided.

Details of Safety measures for the construction workers: Provision of Personal Protective Equipments to all the workers and their usage shall be ensured, Full body harness to all the workers working at Height, Safety net to prevent the fall hazard etc.them during working hours.


Level of the Ground water table: 5.5 m No. and depth of percolations wells: 29 nos. & 40 m Details on Pre-treatment facilities: Sand Filter will be used to

remove suspended pollutants from the rainwater. After filtration, water will be recharged using percolation pit, filled with pebbles or brick and river sand and covered with perforated concrete slabs. Depth of recharge pit will be designed according to Water table of the area.


Tree covered area (m2) : 2,908.98 Area covered by shrubs and bushes (m2): 0 Lawn covered area (m2): 10,884.04 Total Green Area (m2): 13,793.02 Green Area % of plot area: 11.98 No. of trees and species to be planted: 910 Trees & 15 Species.

Budget allocation for green belt development will be Rs. 5.3 lacs including capital & recurring cost.

During the meeting, while asking by the committee the project proponent replied that till the time they get water supply & drainage connection from VUDA, they will have to rely upon ground water as a source of water supply during the operation phase and will have to dispose the domestic effluent into soak pit through septic tank. The project proponent was asked to carry out ground water recharge through rain water collected from roof top only. After detailed discussion, it was decided to further appraise the project only after submission of the following:

1. A letter from VUDA regarding availability of water supply, drainage connection and municipal solid waste collection also indicating the time limit within which the all the above facilities will be available to the project.

2. Implementation schedule of the project along with the bar chart.

3. Details of sewage treatment plant with size of each unit, design capacity and its location on the plan. Measures proposed to avoid odour nuisance due to the STP in operation phase. Details on operation and maintenance of STP during the operation phase of the project for the efficient and regular operation of STP. Design drawing of dual plumbing system to be provided for reuse of treated water.


5. Exact source of water supply during the operation phase of the proejctIn case of ground water utilization, the following should be submitted:

i. Categorization of the area from the ground water resource point of view based on the latest ground water resource estimation carried out by Central Ground Water Board.

ii. Geo-hydrological study of the area.

iii. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge revealing that quantity of ground water extraction would be compensated by equivalent or more quantity of rain water recharged, with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain

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water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells on the layout plan.

iv. Status of permission from the CGWA for ground water abstraction. Notarized undertaking stating that no borewell shall be drilled unless and until requisite permission is obtained from the CGWA.

20 Residential Cum Commercial Project

S.N.71/3,71/6,F.P.80, T.P.S.No.57, Vill:Vatva, Ahmedabad



Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential Cum Commercial Project 3. Project / Activity

No. [8(a) or 8(b)] 8 (a)


Residential Cum Commercial Project


Armaan Developers


39 Crores


No

8. Project Details Land / Plot Area (m2): 8391 Total BUA (m2):37,073.13 Permissible Proposed FSI Area 22,655.70 22,655.70 Ground Coverage NA 2942.31 Common Plot Area 839.1 850 Max. building height

NA 45

9. Building Details No. of Buildings: 2 No. of Blocks: 9 Scope of buildings/blocks and No.& size of Residential Units:

Block Number of Residential Units

Size of Unit in m2

BHK Number of Floor

A 33 59.10 2 BHK HP + 11

B 33 59.10 2 BHK HP + 11

C 44 47.89 1 BHK HP + 12

D 44 47.89 1 BHK HP + 12

E 44 64.70 2 BHK HP + 12

F 44 64.70 2 BHK HP + 12

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G 44 64.70 2 BHK HP + 12

H 44 47.89 1 BHK HP + 12

I 44 47.89 1 BHK HP + 12

No. & type of Commercial Units:113shops


1913 occupants and 200 visitors


Water requirement (KL/day): 21.75 Source of water: Tankers Waste water generation quantity (KL/day): 5.73 Mode of disposal: septic tank Details of reuse of water, if any: No


Fresh water requirement (KL/day):244.37 Source of water: AMC Waste water generation quantity (KL/day):192.44 Mode of disposal: Municipal Sewer Line


Available at site





Top Soil 1100 1100 Will be reused for green belt development.

Other excavated earth

20,900 9240 Will be reused for backfilling, internal road & other paved areas & remaining will be used for other projects in the vicinity

Construction debris

300 150 Will be used for back filling, internal road development and remaining will be Handed over to AMC

Steel scrap 10 0 Sold to vendors


5 0 Sold to vendors





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Dry waste 438.32 White bins Sold to vendors

Wet waste 657.48 Green Bins Municipal bins Details of segregation if to be done: yes Capacity and no. of community bins to be placed within

premises: 15 kg and 15 number of community bins to be placed in common area

Landfill site where waste will be ultimately disposed by local authority: AMC

15. Parking Details Total parking area requirement for the project as per GDCR: 5221.14 m2

Parking area requirement for residential units as per GDCR: 4071.14 m2

Parking area requirement for Commercial units as per GDCR: 1150 m2

Total number of CPS requirement for the project as per NBC :233

Number of CPS requirement for residential units as per NBC: 187

Number of CPS requirement for commercial units as per NBC:46

Total Parking area provided (m2) & No. of ECS: 9980.23 & 341 ECS

Parking area provided in basement (m2) & No. of ECS: 6355.92 & 198 ECS

Parking area provided in hollow plinth (m2) & No. of ECS:1774.31 & 63ECS

Parking area provided as open surface (m2) & No. of ECS:1850 & 80 ECS


Width of adjacent public roads:12 m and two 18 m wide roads Number of Entry & Exit provided on approach road/s:Total 6

gates will beprovided. Width of Entry & Exit provided on approach road/s: 6.0 m & 7.5 Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 5.0 m

Width of all internal roads: 6.0 m and 7.5 m 17. Details of Green

Building measures proposed.

Maximum use of natural lighting through architectural design, Energy efficient motors & Pumps, Maximum use of Aerated Block, Use of LED lighting fixtures and low voltage lighting, Solar lighting in Open and Landscape Areas, Roof-top thermal insulation.



Source:Torrent Power Limited Energy saving by Non-conventional Methods: Energy saving measures:

% of saving with calculations: ~30% by use of CFL and star rated energy efficient electronic consumer durables

DG Sets: No. and capacity of the DG sets:62.5 KVA Fuel & its quantity: HSD, 12 litre/hr

19. Fire and Life During Construction Phase: Provision of Personal Protective

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Safety Measures Equipment's (PPEs) and its usage shall be ensured and supervised, Training shall be given to all workers on construction safety aspects, First Aid room with First Aid Kit, Doctor & ambulance service

During operation phase: Fire Extinguishers , Hose Reel, Manually Operated Electric Fire Alarm System, Wet Riser, Underground Static water Storage Tank-2,00,000 lit., Terrace Tank -90,000 (Total Capacity), Automatic Sprinkler System (Basement), Pump Near Underground Static Water Storage Tank (Fire Pump) with minimum Pressure of 3.5 kg/cm2 at Terrace Level –One Electric and one diesel pump of capacity 2 280 lit/min and one electric pump of capacity 180 lit/min.

20. Details on staircase

Type & no. of buildings

No. of floors

Floor area m2

No. of staircase


(m)

Travel distance

(m) A HP + 11 230.24 1 2.0 14 B HP + 11 230.24 1 2.0 14 C HP + 12 243.19 1 2.0 15 D HP + 12 243.19 1 2.0 15 E HP + 12 306.58 1 2.0 17 F HP + 12 306.58 1 2.0 17 G HP + 12 306.58 1 2.0 17 H HP + 12 243.19 1 2.0 15 I HP + 12 243.19 1 2.0 15


Level of the Ground water table: 21m No. & dimensions of RWH tank(s): 3 No & 2.5m X 2.0 m X 3.0 m No. and depth of percolations wells : 3 no and 15 m Details on Pre-treatment facilities : oil and grease removal and

filter. 22. Green area

details Tree covered area (m2) :250 Area covered by shrubs and bushes (m2):150 Lawn covered area (m2):450 Total Green Area (m2):850 Green Area % of plot area: 10.12% No. of trees and species to be planted: 125 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control Measures

Spraying of water, Peripheral barricading,, covered shed for cement Loading area, covering the excavated earth with tarpaulin sheet etc.

24.


S.

No.

Head Approximate recurring

cost per annum (Rs.

in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost

estimates

1. Air 1.0 2.5 Stack and DG room

2. Solid and hazardous

waste managem

ent

2.0 3.0 Provide bins door

to door and transportati

on cost

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3. Environment

monitoring

3.0 0 The recurring

cost would be incurred on hiring of consultants

and payment of

various statutory fees to

regulatory agencies.

4. Rain water

2.0 12.0 Collection system,

treatment and

recharge well

5. Green belt 1.5 3.5 -

Total 9.5 21

25. Details of ecofriendly building materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of RMC, lead free paints etc.

During the meeting, the project proponent was asked to ensure that owners & visitors of the commercial units park their vehicle in the area designated as parking for commercial units and commercial parking should not result in blockage of approach roads. Traffic survey carried out on Narol to S.P.Ring road shows that the existing road network is adequate enough to cater the existing as well as proposed traffic load of the upcoming project. After detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Copy of full size project plans with building & floor wise built up area and FSI area table, plot area details etc.

2. Exact aerial distance of the project site from the nearest TSDF site.

3. How it will be ensured that the open surface parking area designated for commercial parking in front of shops will not be used or encroached for any purpose other than the parking and that the vehicular parking of commercial units of the proposed project shall not result in main road side congestion or blockage.

21. Shyam Resins (P) Ltd. Plot No.90,91,111, 112,148,149,150, GIDC-Mithi Rohar, Ta: Gandhidham, Dist.: Kutch.




Project / Activity Details:

This is a new unit proposes the manufacturing of following items.

Sr. no.

Name of Product Quantity (MT/Month)

1 Formaldehyde 37% 4500

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2 Liquid Resins : Phenol Formaldehyde Melamine Formaldehyde Urea Formaldehyde

7500

3 Powder Resins: Phenol Formaldehyde Melamine Formaldehyde Urea Formaldehyde

4000

The proposed production activity falls in the project/activity 5(f) as per the schedule of the EIA Notificaiton-2006.

Total cost of the project will be Rs. 450 lacs and the plot admeasuring 2320 m2 has been acquired for the proposed project. Total water requirement will be 110 KL/day (100 KL/day for process + 2 KL/day-domestic + 5 KL/day-Colling Tower + 3 KL/day for gardening) and it will be met through water supply from GIDC. There will be no industrial waste water generation from the manufacturing process. Domestic waste water-1 KL/day will be disposed off through septic tank/soak pit system. Hence there will not be any kind of effluent discharge outside the premises. It is proposed to install one TFH with capacity 4 lac Kcal/hr and one Hot air generator (HAG) with capacity 10 lac Kcal/hr. Total consumption of fuel - FO/LDO/Wood waste will be 100 MT/Month. Unit has proposed Multi Cyclone Dust collector & wet scrubber as Air pollution control measure. One D.G. Set with capacity of 250 KVA will be installed using Diesel (1000 Liter/Month) for emergency power back up. Used Oil (150 Lit./Year) & Discarded drum/bags (6 MT/Year) are the hazardous waste to be generated from the proposed production.

During the meeting, on asking about no process effluent from the manufacturing process, project proponent informed that they will submit all the relevant technical details regarding zero effluent generation from the manufacturing activities fproposed products. After detailed deliberation, looking to the low pollution potential of the project and its location in GIDC Mithi Rohar, the project was categorized as B2 and it was decided to appraise the project only after submission of the following additional information. 1. Copy of plot holding certificate obtained from the GIDC.

2. Details of surrounding industrial units in GIDC with details like Name and address of the unit, type

and nature of industrial activity etc.




4. Proposed monthly production of each grade of resin and product wise monthly consumption of each

raw material.

5. Manufacturing process along with chemical reactions, mass balance for each product. (For all

products viz. Formaldehyde, Liquid resins and Powder resins)


for the proposed project. Copy of permission letter obtained from the GIDC for supply of raw water to

the project.

7. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative

analysis of the each waste stream to be generated.

8. Justification and technical details regarding “No generation of industrial effluent from any stage of

the proposed manufacturing activities”. Submit legal undertaking in this regard.

9. Plans for management and disposal of waste streams to be generated from spillage, leakages,

vessel washing, used container washing etc. Measures proposed for preventing effluent discharge

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during unforeseen circumstances.

10. Details of provisions to be made for evaporation of industrial effluent (If any). Technical details of

effluent evaporation system including evaporation capacity, steam required for evaporation,

adequacy of the boilers to supply steam for evaporation in addition to the steam required for the

process etc. Techno-economical viability of the evaporation system.


proposed for the same for the proposed project.

12. Specific details of (i) Process emission from each unit process with its quantification, (ii) Air pollution

Control Measures proposed (iii) Adequacy of the air pollution control measures to achieve the GPCB

Norms (iv) Details of the utilities required (v) Flue gas emission rate from the utilities along with stack

height. (v) Air Pollution Control Measures proposed to the utilities along with its adequacy. (vi)

Details of powder resin section with provision of air pollution control system for fugitive dust

emission.

13. Specific details of fugitive emission from the unit along with its quantification and proposed

measures to control it along with measures proposed to monitor VOC within work area. Details of

ventilation system proposed in the work area. Measures proposed to keep the work area

environment as per the norms of GFR.




hazardous wastes will be minimized?



Factories Rules.








and elsewhere.



the details of Antidotes also.





22. Details of the separate isolated storage area for chemicals. Details of fire extinguishers, flame proof

electrical fittings, DCP extinguishers and other safety measures proposed.

23. Specific safety details / provisions for various hazardous chemicals and detailed fire control plan for

flammable substances.


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The following proponents did not remain present during the meeting: 1. Shriya Height, Plot No:98,O.P.No.299,F.P.No.299 of T.P.S.No.35,(Saniya-Saroli-Kumbhariya-Devadh),

Saroli, Choryasi, Surat 2. Sigachi Plasticisers Pvt. Ltd., Plot No:763/2,GIDC Industrial Estate, Jhagadia, Bharuch 3. Piramal Glass Limited, ONGC Road, Tarsadi, Kasamba, Surat 4. M/s Suryam Infrastructure, S.N.176,177,F.P.19, Vill:Odhav, Dist:Ahmedabad 5. M/s Hi Bond Cement Ltd.,S.No.315/P,316/P,317/P,Vill:Patidad, Gondal, Rajkot 6. M/s K.P.Eternia, S.No.190,191/A+B/P,207, Vill: Makarba, Ahmedabad 7. Pharma Chemie Ltd., Unit II, S.No.139&140, Vill:Nandesari, Vadodara 8. Sugar Refinery (Uniworld Sugar Pvt. Ltd.) Versamedhi, Anjar, Kutch

It was decided to call them in the upcoming meeting of SEAC.

The following project proponent attended the meeting but the committee decided not to hear them in view of construction done by them without obtaining prior EC. It was decided to consider this project only after submission of a formal resolution and after following the procedure depicted in the MoEF’s Office Memorandum No. J-11013/41/2006-IA.II (I) dtd. 12/12/2012.

1. Samvedna Heights, S.N.65,VILL:Vajdi Vad,Rajkot

Minutes approved by :

1. Shri T.P.Singh, Chairman, SEAC

2. Dr.Nikhil Desai, Member, SEAC

3. Shri Natrajan Pratap, Member, SEAC

4. Shri V. C. Soni, Member, SEAC

5. Dr. Mayuri H. Pandya, Member, SEAC

6. Shri R.J.Shah, Member, SEAC

7. Shri Hardik Shah, Secretary, SEAC


25. Detailed risk assessment report including prediction of the worst-case scenario and maximum

credible accident scenario along with damage distances and preparedness plan to combat such

situation and risk mitigation measures. Vulnerable zone demarcation.




minutes of the 209th meeting of the state level expert appraisal

Documents