M/S. Nandlal Vallabhbhai

M/s. Nandlal Vallabhbhai

Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Site Co-ordinate – 21 15 32.53 N 72 50 32.42 E

Proposed Project

Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Scanned with CamScanner Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – D Details of Buildings Area Calculation

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 3 Details of Solid Waste Generation & Management

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

DETAILS OF SOLID WASTE GENERATION & MANAGEMENT

Solid Waste Generation During Construction Phase

 Estimated Qty. Generation: (40 Person x 600 gm/Day) = 24 Kg/Day  The construction waste will consist of construction debris along with cement bags, Unusable steel scrap (small cut-pieces of steel), insulating and packaging materials etc.  Cement bags, waste paper and cardboard packing material will be sold off to recyclers.  Unusable steel scrap (small cut-pieces of steel) will also be collected at site and sold to recyclers.  Excavated surplus earth refilled at low lying areas in the project premises and development of road /greenbelt/ to raise plot area above than existing level.

Solid Waste Generation During Operation Phase

 The Biodegradable Waste generated from the Residential will be collected and disposed into MSW Disposal Site develop by Surat Municipal Corporation.  The recyclable waste/ non-biodegradable like (Papers, cartons, Thermocol, plastics and Glass, etc) will be dispose to recyclers.  The municipal solid wastes generated during operation phase will consist of: Organic waste Waste vegetables and food Inorganic waste Papers, Cartons, Thermocol, Plastics, Polythene bags, Glass etc, Estimated Qty. Generation

For Residential : (360 residential units x 4.5 person per unit x 600 gm/person/day = 972.00 Kg/Day = 0.97 MT/Day For Commercial : (20 units x 2.0 person per unit x 300 gm/person/day = 12 Kg/Day = 0.012 MT/Day

Note:- Organic waste will be processed within premises using OWC. Recycled material shall be disposed as per practice of SMC.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

MANAGEMENT OF SOLID & HAZARDOUS WASTE

 Solid waste generated in Project area will be mainly of domestic nature.

 Construction debris will be refilled in low laying area within Premises.

 Adequate number of collection bins, separately for biodegradable and non-biodegradable waste will be provided as per Municipal Solid Waste (Management and Handling) Rule, 2000.

 Waste from such bins will be collected separately on daily basis.

 The solid wastes generated will be 0.97 MT/Day and will be segregated into biodegradable and non-biodegradable wastes and collected in separate door to door bins.

 The Biodegradable Waste generated from the Residential will be collected and disposed into MSW Disposal Site develop by Surat Municipal Corporation.

 The recyclable waste/ non-biodegradable like (Papers, cartons, Thermocol, plastics and Glass, etc) will be dispose to recyclers.

TOP SOIL MANAGEMENT PLAN

 Top layer of excavated earth will be temporarily stored & used for green belt development.

 Excavated surplus earth & construction debris will be refilled at low lying areas in the project premises and development of road /greenbelt and remaining soil will be transport at our own farm for the filling of lowest area.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Construction Phase: Generation Quantity to be Mode of Disposal / Reuse (m3) reused (m3) Top Soil 1000 m3 1000 m3 Excavated surplus earth and construction debris will be refilled at low lying areas in the project premises and Other development of greenbelt. excavated earth

Construction 62 m3 62 m3 debris Steel scrap 7.11 MT 6.4 MT Disposed to recycler Discarded 1.39 MT -- Disposed to recycler packing materials Operation Phase: Type of waste Generation Mode of waste Mode of Disposal / Reuse Quantity collection (Kg/day) Dry waste 972 Kg Door to Door Organic waste will be Wet waste collection processed within premises using OWC. Recycled material shall be disposed as per practice of SMC.  Details of segregation if to be done: The solid wastes generated will be segregated into biodegradable and non-biodegradable wastes and collected in separate bins.

 Capacity and no. of community bins to be placed within premises: 140 liter each; 13 nos. of bins;

Landfill site where waste will be ultimately disposed by local authority: M.S.W Transported from transfer station reaches to the final disposal site at Khajod

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 7

Site Lay Out Plan

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PROPOSED LAYOUT PLAN OF RESIDENTIAL AFFORDABLE HOUSING PLAN AT VILLAGE :- VARIAV, BLOCK NO. :- 1258/B, T.P.S.NO. :- 66 (KOSAD-VARIAV), LAY OUT PLAN 1/14 24 BUILDING O.P. NO. :- 394, F.P. NO. :- 394, SURAT. SCALE:-1.00 CM. = 4.00 MT. 24.80 8

SUMMRY :- C.O.P. AREA CALCULATION :- TOTAL PLOT AREA = 7000.00 SMT. 24 PARKING C.O.P-1) 21.11 X 16.77 = 354.01 REQ. C.O.P. AREA (10%) = 700.00 SMT. 24.1 PARKING AREA REQUIRED AS PER C.O.P-2) 21.45 X 16.15 = 346.42 REGULATION ( IN AREA & PERCENTAGE) 2058.18 20.89 PROP. C.O.P. = 707.95 SMT. = 700.43 PER. F.S.I AREA (1.80) 24.2 PROPOSED PARKING AREA = 12494.94 SMT. = 700.43 SMT. > 700.00 SMT. 16 2510.33 34.51 (7000.00 x 1.80 = 12600.00) - (700.43 x 0.15 = 105.06) ( IN AREA & PERCENTAGE) 24.3 VISITORS PARKING AREA REQUIRED AT PER. F.S.I AREA (2.70) = 18794.94 SMT. 228.54 2.26 (7000.00 x 2.70 = 18900.00) - (700.43 x 0.15 = 105.06) GR. LEVEL ( IN AREA & PERCENTAGE) 24.4 VISITORS PARKING AREA PROVIDED AT 295.73 2.78 PROPOSED F.S.I. AREA : GR. LEVEL ( IN AREA & PERCENTAGE) 25 PARKING = 18784.37 < 18794.94 SMT. Gr. FL. 497.41 X 4 249.46 361.97 X 2 2963.04 Gr. FL. 110.44 X 2(comm) PARKING 1st FL. 497.41 X 4 249.46 361.97 X 2 2963.04 332.96 X 2 223.65 321.97 X 2 2425.11 1st FL. REQUIRED PERCOLATING BOREWELL :- 2nd FL. 497.41 X 4 249.46 361.97 X 2 2963.04 116.82 X 2(comm) -- 233.64 = PLOT AREA / 4000 SMT. 25.1 PROPOSED PARKING ON GROUND 2510.33 3rd FL. 497.41 X 4 249.46 361.97 X 2 2963.04 2nd FL. 445.80 X 2 223.65 321.97 X 2 2650.79 = 7000.00 / 4000 25.2 PROPOSED PARKING ON BASEMENT 4th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 3rd FL. 445.80 X 2 223.65 321.97 X 2 2650.79 = 1.75 UNITS (Say 2 UNIT) 25.3 PROPOSED PARKING ON LEVELS 5th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 4th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 ABOVE HOLLOW ( TERRACE PARKING ) 127 PROPOSED PERCOPATING BOREWELL :- 6th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 5th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 25.4 COVERED PARKING = 2 Nos. 7th FL. 497.41 X 4 249.46 361.97 X 2 2963.04 6th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 25.5 OPEN PARKING So,Proposed Borewell = Required Borewell Stair Cabin 61.57 X 4 30.78 51.29 X 2 379.64 7th FL. 445.80 X 2 223.65 321.97 X 2 2650.79 2 2 13 25.6 TOTAL 2510.33 127 13.1 PAID F.S.I. AREA : 13.2 BUILDING-UNIT (PLOT) AS MENTIONED IN LOCAL AREA PLAN,PLEASE PROVIDE THE = 18784.37 - 12494.94 13.3 FOLLOWING DETAILS. = 6289.43 SMT. ADJ. BLOCK -1257 14 1 14.1 2 14.2 15 3 15.1 INTERNAL ROAD AREA 16 BUILT-UP AREA IN COMMON 16.1 BUILT-UP AREA IN MARGINE 49.47 17 TOTAL DEVELOPABLE Raised plot lvl. +0.60 18 PERMISSIBLE FSI -BASE (AS PER NEW) Raised plot lvl. +0.60 4.69

Consider lvl. ±0.00 4.30 4.99 16.92 Consider lvl. ±0.00 4.61 8.00 16.54 4.00 18.1 PERMISSIBLE FSI-CHARGEABLE

1.52 1.52 "G" "H" ADJ. F.P.-20 18.2 FSI UTILISED 9.35 TOWER TOWER 19 GROUND COVERAGE PARKING UP DN PARKING LVL. +0.00 MT. LVL. +0.00 MT. PASSAGE 3.05 X 2.24 20 PROPOSED USE (as described in

LIFT 1.52 X 1.52 section c-9.3 use) 20.1 DWELLING 20.2 MERCANTILE 22.97 22.97 FLAT WISE BUILT UP & CARPET AREA 20.3 BUSINESS TYPE OF LIFT 1.52 X 1.52 N 20.4 EDUCATIONAL BUILDING TYPES OF NOS. OF BUILT UP AREA CARPET AREA PASSAGE 3.05 X 2.24 PARKING PARKING UP DN FLATS FLOORS PER TENAMENTS PER TENAMENTS 20.5 ASSEMBLY LVL. +0.00 MT. LVL. +0.00 MT. 33.19 33.19 "F" 20.6 INSTITUTIONAL 1.52 1.52 TOWER 8 FLATS X 6 FLOOR 20.8 RELIGIOUS + 6 FLAT 4.00 16.92 A-B, 55.92 SQ.MTS. 51.49 SQ.MTS. 20.9 HOSPITALITY PRODUCED BYANAUTODESKEDUCATIONALPRODUCT (7 FLOOR) 1 1ST & 8TH FLOOR) 20.10 SPORTS & LEISURE 6.00 6.00 54 FLATS 20.11 PARKS 16.92 4 FLATS 20.12 SERVICE C BUILD. 1 X 7 FLOOR 55.92 SQ.MTS. 51.49 SQ.MTS. 1.52 1.52 "E" "I" (7 FLOOR) 20.13 INDUSTRIAL 28 FLATS TOWER TOWER PARKING UP DN PARKING 20.14 STORAGE LVL. +0.00 MT. LVL. +0.00 MT. PASSAGE 3.05 X 2.24 16.54 4.01 8 FLATS D-E BUILD. 20.15 TRANSPORT

LIFT 3.00 3.00 1.52 X 1.52 X 7 FLOOR 40.00 SQ.MTS. 36.88 SQ.MTS. (7TH FLOOR) 1 20.16 AGRICULTURE 21.11 56 FLATS 20.17 TEMPORARY USE 8 FLATS 22.97 22.97 F-G BUILD. 20.18 PUBLIC UTILITY 1 X 7 FLOOR 40.00 SQ.MTS. 36.88 SQ.MTS. (7TH FLOOR) 20.19 PUBLIC 56 FLATS LIFT Consider lvl. ±0.00 1.52 X 1.52

Raised plot lvl. +0.60 Raised plot lvl. C.O.P.-1 20. TOTAL

PASSAGE 3.05 X 2.24 16.77 354.01 SQMT. PARKING PARKING 8 FLATS LVL. +0.00 MT. UP DN LVL. +0.00 MT. H-I PAY- X 7 FLOOR 40.00 SQ.MTS. 36.88 SQ.MTS. 21 FLOORS/LEVELS "D" (7TH FLOOR) 1 BUILT- UP AREA (in sq.mt) MENT 1.52 1.52 TOWER 56 FLATS FSI A-B D-E, H-I & A-B,H-I, D-E& A-B & D-E & H-I & 8 FLATS C C C 4.00 16.92 PW J-K, & L-M F-G J-K J-K & L-M F-G L-M F-G J-K X 7 FLOOR 55.92 SQ.MTS. 51.49 SQ.MTS. Raised plot lvl. +0.60 (7 FLOOR) 1 56 FLATS LOWER BASEMENT 6.00 6.00

Consider lvl. ±0.00 3.00 21.1 BASEMENT 16.54 4.00 UPPER BASEMENT 4.00 16.54 "J" 8 FLATS L-M, 21.2 HOLLOW PLINTH TOWER 1 X 5 FLOOR ADJ. BLOCK -1257/A "C" (7 FLOOR) PARKING PARKING + 6 FLAT 21.3 GROUND FLOOR - - - - 497.41 X 4 249.46 361.97X2 110.44X2 parking LVL. +0.00 MT. LVL. +0.00 MT. PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK BY AN PRODUCED TOWER 55.92 SQ.MTS. 51.49 SQ.MTS. 1ST & 8TH ADJ. F.P.-393 1ST FLOOR 6 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 449.78X2 223.65 321.97X2 445.80X2

LIFT FLOOR) 1.65 X 1.52 52 FLATS 2ND FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2

PASSAGE 3.81 X 3.04 3RD FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2

16.65 DN UP 16.65 4TH FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2 1.52 1.52 1.52 142.83 130.87 5TH FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2

PARKING PARKING LVL. +0.00 MT. LVL. +0.00 MT. 6TH FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2 6289.43 ADJ. R-45 33.19 33.19 7TH FLOOR 8 X 2 4 8 X 2 8 X 2 497.41 X 4 249.46 361.97X2 445.80X2 223.65 321.97X2 445.80X2 4.00 16.54 443 S.E.W.S 8TH FLOOR

3.00 3.00 21.4 TYPICAL FLOOR 21.45 9TH FLOOR Consider lvl. ±0.00

Raised plot lvl. +0.60 10TH FLOOR

114.34 11TH FLOOR 12TH FLOOR C.O.P.-2 13TH FLOOR

346.42 SQMT. 16.15 "K" 14TH FLOOR TOWER 15TH FLOOR 16.54 4.01 TERRACE FLOOR 61.57 X 4 30.78 51.29 X 2 PW Raised plot lvl. +0.60 21.45 6.00 6.00 Consider lvl. ±0.00 21.5 FLOORS OTHER THAN TYPICAL 16.54 21.6 TOTAL 3.00 16.54 3.00 108 28 112 112 4.00 "L" 21.7 TOTAL OF ALL 360 24083.96 18784.37 TOWER DETAILS OF UNIT AREA TOTAL UNIT "B" 22 DWELLING UNITS NUMBERS OF UNITS (size) OF INDIVIDUAL BUILT UP AREA 1.521.52 1.52 1.52 TOWER PARKING PARKING UNIT (in sq.mt) (in sq.mt) LVL. +0.00 MT. LVL. +0.00 MT. UP DN B4- PASSAGE A-B & D-E & H-I & A-B & D-E & H-I & 3.81 X 3.04 C C B5- B7 L-M F-G J-K L-M F-G J-K LIFT B6 1.65 X 1.52 22.1 112 22.2 104 28 112 22.3 33.19 33.19 33.19 33.19 "M" 22.4 4BHK TOWER 22.5 PARKING PARKING LVL. +0.00 MT. LVL. +0.00 MT.

LIFT 1.68 1.65 X 1.52 22.6 ARCHITECT & ENGINEER .91 "A"

TOWER - A TOWER 22.7 PASSAGEPASSAGE 6.36 3.813.81 X X3.04 3.04

DN UP 22.8 104 28 112 112

1.52 4.11 4.11 1.52 1.52 1.52

1.521.52 22.9 356 SHOP -7 SHOP -9 SHOP -10 3.35 x 8.27 3.36 x 8.27 3.35 x 8.27 C.A.- 24.90 C.A.- 24.92 C.A.- 27.70 B.A.- 26.47 B.A.- 26.43 B.A.- 29.52 SHOP -6 DWELLING UNITS 3.35 x 4.68 SHOP -8 23 Kantilal G. Patel C.A.- 15.70 PROPORTIONATE COMMON 2.44 x 4.04 B.A.- 16.91 C.A.- 9.85 B.A.- 10.61 AMINITIES AREA (Civil Engr.) 4.00 (in sq.mt.) 1.20MT. WIDE OTTA A-Bldg B-Bldg C-Bldg D,E-Bldg F-Bldg 16.54 4.01 A 16.54 Planner. Designer & Estimater

7.99 23.1

Raised plot lvl. +0.60 7.50 851, Prabhat Street, Katargam 7.50 C.S Raised plot lvl. +0.60 (PERCOLATING WELL ) Consider lvl. ±0.00 23.2 1ST FLOOR Consider lvl. ±0.00 Surat. 395 004

E.S 23.3 2ND FLOOR "SMC" Lic. no.T.D.O./ ER/663 49.50 23.4 3RD FLOOR 23.5 4TH FLOOR 23.6 5TH FLOOR 23.7 6TH FLOOR * COLOUR NOTES 23.8 7TH FLOOR 23.9 8TH FLOOR PROPOSED CONSTRUCTION. 23.10 9TH FLOOR ROAD 23.11 10TH FLOOR 23.12 11TH FLOOR O.P BOUNDRY. LAYOUT PLAN 23.13 12TH FLOOR F.P BOUNDRY. SCALE :- 1 CM = 4.00 MT. 23.14 13TH FLOOR

23.15 14TH FLOOR PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK AN BY PRODUCED Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 9 Details of Parking Area Calculation

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Parking Requirement As per GDCR

Total Proposed Parking Requirement Uses FSI Area Parking Area To be As per The GDCR Provided Residential Area 18784.37 1830.92 2258.89

Commercial 454.52 227.26 251.44

Parking Requirement As per NBC

Parking Requirement As per The Parking Space Proposed To Be GDCR Provided Use No. of Parking Parking Floor Area* 2 Location 2 ECS** Flats area (m ) area (m ) Residential 2 360 1830.92 Up to 52 m Surface 67.56 3 (For Group floor area of Housing Flat Project) Hollow Plinth 2442.77 90 (Ground 2 20 227.26 Floor) Commercial 454.52 m Total 2058.18 Total 2510.33 93

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 10

Water Balance Diagram

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

DETAILS OF WATER AND WASTEWATER (CONSTRUCTION PHASE)

 Source of Water : SMC.

Water Requirement Wastewater Generation Sr. Purpose Quantity Quantity No. Remarks Remarks (KLD) (KLD) @ 45 No labour will stay at site, Domestic water for Liter/P/D arrangement for domestic 1. 1.8 1.2 labour for 40 water requirement will be met workers by contractor 2. Dust suppression 0.75 - - Evaporation Losses 20% loss on washing; rest will Washing of be collected and reused for 3. construction 3.0 - 2.4 curing after necessary equipment treatment. 4. Curing 8.0 + 2.4 - - Evaporation Losses

Fresh Water (KLD) 13.55 Total 15.95 Recycle Water from 1.20 ≈ 16 Washing of 2.4 construction equipment KLD (KLD)

 Mode of Disposal of Sewage : On site sanitation facilities (Septic Tank/Soak Pit) will be provided during the construction phase

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

WATER BALANCE DIAGRAM (CONSTRUCTION PHASE)

Fresh Water 13.55 KLD

Domestic Water Curing Washing of Dust Suppression 1.8 KLD 8.0 KLD construction 0.75 KLD equipment 3.0KLD

1.2 KLD 2.4 KLD 0.75 KLD

Soak Pit / 8.0+2.4=10.4 Evaporation Septic Tank KLD Losses

Evaporation Losses

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

DETAILS OF WATER AND WASTEWATER (OPERATION PHASE)

 Source of Water : SMC

Quantity of Quantity of Water Sewage sewage to be Sr. treated sewage to Description Consumption Generation discharged No. be reused (KL/Day) (KL/Day) into municipal (KL/Day) sewer (KL/Day) 1. Domestic : 132 KLD Fresh 205 86 115

water + (360 Residential Units x 4.5 Person per Unit x 135 90 KLD Liter/Day ) Treated water 2. Commercial:

(20 Units x 2 Person x 40 Liter/Day) 3. Gardening : -- 4 --

(1080.62 sq. m. Gardening Area x 04 Liter/sq. m./Day)

Total 122 205 90 115

 Mode of Disposal of Sewage :The Waste Water (Domestic) generated from the Residential will be disposed into underground drained of Surat Municipal Corporation.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

WATER BALANCE DIAGRAM (OPERATION PHASE)

Fresh water Treated water (132 KLD) (90 KLD)

Domestic Water Toilet Flushing Gardening 132 KLD 86 KLD 4 KLD

Grey Water Black Water Evaporation 119 KLD 86 KLD Losses 4 KLD 90 KLD

STP Treated water 205 KLD 205 KLD

SMC Sewer Line 115 KLD

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 10.1

Sewage Treatment Plant Details

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Details of STP units: (225 KLD) Sr. Unit Description Specification Dimension No. 1 Screen Chamber MOC: R.C.C. 1.2 x 0.6 x 1.5 m 2 nos. M.S. Screen with 40 mm bar space 2 Solid Separation MOC: R.C.C. 5 x 5 x 3 m Zone Volume: 73 m3, HRT: 9 hr 3 MBBR/ Aeration MOC: R.C.C. 5 x 4 x 3 m Zone Volume: 62 m3, HRT: 7 hr 4 Air Blower Twin lobe blowers 2 Nos. Working pressure: 0.3kg/cm2 Motor: 3 hp Blower pipe: 3” 5 Sedimentation MOC: R.C.C. 5 x 2.5 x 3 m Zone Volume: 38 m3, HRT: 2 hr 6 Sludge Submersible pump 1 Nos. Recirculation Capacity : 9 cu.m/hr Pump Head : 15 meter 7 Dosing Pump 1 Nos. Chlorine Dosing Make: E-dose System Type: metering pump Capacity: 10 LPH 8 Treated Water MOC: R.C.C. 6 x 6 x3 m Storage Tank Volume: 100 m3

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 11

Details of Rain Water Harvesting

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

RAIN WATER MANAGEMENT

Rainwater Harvesting Plan:

As per GDCR there is one percolated well in every 4000 m2. Hence Requirement percolated well = 7000 m2 / 4000 m2 = 1.75 Nos. However we will provide 2 Nos. of percolated well. Locations of Percolating Bore wells are shown in Lay out plan drawing vide Annexure - 7.

Rain water outlets shall be provided at various locations on terrace based on the criteria that minimum 1% slope to be provided towards rain water outlet from the ridges.

The rainwater collected from the rooftop areas within the project area will be conveyed into the rainwater harvesting system consisting of Desilting-cum-Filter Chamber and than its disposal into recharge pits.

Adequate rainwater harvesting pit will be provided.

DETAILS OF RAINWATER HARVESTING PITS

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 12

Environmental Management Plan

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

INTRODUCTION Any vast project is associated with certain positive impacts as well as some negative impacts on the environment. However, the negative or adverse impacts cannot possibly rule out development. At the same time adverse impacts cannot be neglected. An environmental management plan should be formulated for mitigation of the adverse impacts and should be based on the present environmental conditions and environmental impact appraisal. This plan helps in formulation, implementation and monitoring of the environmental parameters.

The Environmental Management Plan describes in brief, the plan for keeping a constant check on all the major pollution sources, in the form of regular environment monitoring, proper and adequate implementation of treatment and control systems for air, liquid and solid pollutants and for maintaining the environment. It also includes development of green belt, noise control and other mitigative measures.

ENVIRONMENT MANAGEMENT POLICY

Although there shall not be any major environmental pollution from the proposed project, measures shall be taken to make the buildings highly environment friendly.

There shall be no air pollution from the buildings on regular basis, expect for the vehicular emissions. D.G. sets shall be operated only in case of emergency or power failed.

Only domestic effluent (sewage) shall be generated from the entire buildings. Sewage shall be discharged into SMC drainage for further treatment and final disposal.

No solid hazardous wastes shall be generated from the buildings. Only non-hazardous garbage waste shall be generated like dry Garbage (paper, small food & beverage packing material), Other Waste (Large packing cartons, wooden crates, Tins large & Small) from the entire buildings.

There shall be no sources of noise pollution and thermal pollution from the buildings except emergency operations of D.G. sets.

Landscaping and green-belt have been planned within the entire buildings to provide a major sink for any air, thermal and noise pollutions.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

OBJECTIVES OF ENVIRONMENTAL MANAGEMENT PLAN

The main objectives in formulating this environmental management plan are:

 To treat all the pollutants viz. air, liquid and solid, which contribute to the degradation of the environment, with appropriate technology.

 To comply with all regulations stipulated by the central / state pollution control boards related to gaseous emissions, liquid effluent and solid / hazardous wastes discharges as per air, water and environment pollution control laws / rules.

 To create good living conditions for all Residential Owners & Visitors.

 To reduce fire and accident hazards

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

ENVIRONMENTAL MANAGEMENT PLAN

Sr. Potential Action Parameters for Timing No. Impact Monitoring I. Construction Phase 1. Air Emissions All equipments are oper- Random checks of Construction ated within specified de- equipment logs/ activities sign parameters. manuals Vehicle trips to be mini- Vehicle logs During site mized to the extent clearing and possible construction activities Any dry, dusty materials Absence of stockpiles Construction stored in sealed or open containers of activities containers or prevented dusty material from blowing. Compaction of soil during Construction logs Construction various construction activities activities Ambient air quality within The ambient air quality As per the premises of the will conform to the requirement proposed unit to be standards for SPM, SO2 of Gujarat monitored. and NOx. State Pollution Control Board 2. Noise List of all noise generating Equipment logs, noise During machinery onsite along reading construction with age to be prepared. phase

Equipment to be main- Equipment logs, noise During tained in good working or- reading construction der. phase Night working to be Working hour records Construction minimized activities Generation of vehicular Maintenance records of During noise vehicles construction phase Implement good working Site working practices During practices (equipment se- records, noise reading construction lection and siting) to phase. minimize noise and also reduce its impacts on hu- man health (ear muffs, safe distances, and enclosures). Acoustic mufflers / enclo- Mufflers / enclosures in Prior to use sures to be provided in place. of large engines equipment.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Sr. Potential Action Parameters for Timing No. Impact Monitoring Noise to be monitored in Noise reading As per ambient air within the requirement plant premises. of Gujarat State The Noise level will not Pollution exceed the permissible Control limit both during day and Board or night times. quarterly whichever is lesser. All equipment operated Random checks of During within specified design equipment logs/ construction parameters. manuals phase Vehicle trips to be mini- Vehicle logs During mized to the extent possi- construction ble phase 3. Wastewater No untreated discharge to No discharge hoses in During Discharge be made to surface water, vicinity of watercourses. construction groundwater or soil. phase

The discharge point Discharge norms for During should be selected effluents as given in construction properly and sampling and consent to operate by phase analysis should be Gujarat State Pollution undertaken prior to Control Board. discharge

Take care in disposal of Discharge norms for During wastewater generated effluents as given in construction such that soil and consent to operate by phase groundwater resources Gujarat State Pollution are protected. Control Board. 4. Soil Erosion Minimize area extent of Site boundaries not During site clearance, by staying extended / breached as construction within the defined per plan document. phase boundaries Protect topsoil stockpile Effective cover in place. During where possible at edge of construction site. phase 5. Drainage and Ensure drainage system Visual inspection of effluent and specific design drainage and records During management measures are working thereof construction effectively. phase The design to incorporate existing drainage pattern and avoid disturbing the same.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Sr. Potential Action Parameters for Timing No. Impact Monitoring 6. Waste Implement waste Comprehensive Waste Prior to site management management plan that Management Plan in clearance identifies and place and available for characterizes every waste inspection on-site. arising associated with Compliance with MSW proposed activities and Rules, 1998 and which identifies the Hazardous Wastes procedures for collection, (Management and handling and disposal of Handling Rules), 2003 each waste arising. 7. Qualified Plan to be drawn up, Mock drills and records During Construction considering likely of the same. Construction Safety Officer emergencies and steps phase required to prevent/limit

consequences.

To adopt a safe procedure Log book for PPE’s or for each construction Mock drills and records activity and implement for of the same the same 8. Environmental The Environmental A formal letter from the During Management Management Cell/Unit is management indicating construction Cell/Unit to be set up to ensure formation of phase implementation and Environment monitoring of Management Cell environmental safeguards.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Sr. Potential Action Parameters for Timing No. Impact Monitoring II. Operation Phase 9. Air emissions Stack emissions from DG The ambient air quality During set to be optimized will conform to the operation monitored standards for SPM, SO2 phase and NOx as given by Gujarat State Pollution Control Board. Ambient air quality within The ambient air quality During the premises of the will conform to the operation proposed unit to be standards for SPM, SO2 phase monitored. and NOx as given by As per requirement of Gujarat State Pollution Control Board. Exhaust from vehicles to Vehicle logs to be During be minimized by use of maintained operation fuel-efficient vehicles and phase well maintained vehicles having PUC certificate. Vehicle trips to be Vehicle logs During minimized to the extent operation possible phase 10. Noise Noise generated from Maintain record of During operation of DG set to be operations operation optimized and monitored phase DG sets to generate less Maintain record of During than 75 dB(A) Leq at 0.5 operations operation m from the source phase DG sets are to be Maintain record of During provided at basement with operations operation acoustic enclosures with phase height of chimney as specified by GPCB Generation of vehicular Maintain record of During noise vehicles operation phase

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Sr. Potential Parameters for Action Timing No. Impact Monitoring 11. Wastewater No untreated discharge to No discharge hoses in During discharge be made to surface water, vicinity of watercourses operation groundwater or soil. phase Take care in disposal of Discharge norms for During wastewater generated effluents operation such that soil and phase groundwater resources are protected 12. Drainage and Ensure drainage system Visual inspection of During effluent and specific design drainage and records operation management measures are working thereof phase effectively. Design to incorporate Visual inspection of During existing drainage pattern drainage and records operation and avoid disturbing the thereof phase same. 13. Indoor air Contaminants such as Monitoring of indoor air During contamination CO, CO2 and VOCs to be contaminants such as operation reduced by providing CO, CO2 and VOCs. phase adequate ventilation. 14. Energy Usage Energy usage for air- Findings of energy audit During conditioning and other report operation activities to be minimized phase Conduct annual energy audit for the buildings 15. Emergency Fire protection and safety Mock drill records, on During preparedness, measures to take care of site emergency plan, operation such as fire fire and explosion evacuation plan phase fighting hazards, to be assessed and steps taken for their prevention.

ENVIRONMENTAL MANAGEMENT PLAN BUDGETORY :

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Sr. Capital Cost (Rs. In Implementation Plan Description Specification No. Lacs)

1 Landscaping 120 nos. Trees 8 Lacs E.M.P. Units will be and Lawn Area constructed in 4th Year of Development proposed project and will be completed with in 12 months. 2 Groundwater 2 nos. P. W.C. 3.0 Lacs Recharge Structure 3 Solar Energy Roof Top Solar 17.60 lacs Utilization -70 KW; Terrace Space require – 1000 Sq.m. 4 Energy Efficient LED Lightings 0.75 lacs Lighting proposed for common amenities 5 Solid Waste 75 Kg/Day – 7.34 lacs Management Automatic OWC Area require – 60 Sq.m. 6 Sewage 225 KLD – 26.68 lacs Treatment Plant MBBR Type STP, Area Require – 275 Sq. m.,

GREEN BELT DEVELOPMENT PLAN :  Tree covered area (m2) : 372.67 m2  Lawn covered area (m2): 707.95 m2  Total Green Area (m2): 1080.62 m2  Green Area % of plot area: 15.43 % No. of trees and species to be planted: 120 nos. of trees like Asopalav, Gulamhor, Palm, Badam , Neem etc.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 13

Details of Energy Efficient Measures

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

DETAILS OF ENERGY EFFICIENT MEASURES

Details of provisions to make the project energy efficient and adoption of modes of alternative eco friendly sources of energy, solar street lighting etc. Measures proposed to comply with the ECBC norms / other international norms proposed for energy conservation.

Efforts will be taken for energy conservation using passive solar architecture wherever it is possible as under….

 Maximum use of natural light is an integral part of architectural design.  Solar Lighting will be used in landscaped areas.  Thermal Insulation is provided on rooftop to conserve energy. Shading options wherever available will be used for energy saving.  LED lighting fixtures in the common areas  Roof top solar panel proposed for common amenities like passage, staircase etc. – Installed capacity of Solar Panel is 70.0 KW. and 900 sq.m. area will be used.  Appropriate design to shut out excess heat and gain loss.  To maintain Indoor air quality  The project will designed as energy efficient and environmental friendly building that will control formation of heat island effect. There will be also sufficient green cover at the site to reduce formation of heat island.  The U-values of the roof, external wall and fenestration of the building will meet the requirements as specified in the Energy Conservation Building Code (ECBC-2007).

Surat district falls in Hot and Dry climate zone as per ECBC 2007. Following precaution will be taken during selection of material…

Maximum U-Value as per Sr. No. Component Material Used ECBC (W/m2-C) 1. Roof Concrete 0.261 2. External Wall Brick 0.44 3. Fenestration Glass Façade 3.3

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Annexure – 14

Details of Fire and Safety

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

DETAILS OF FIRE AND SAFETY

Adequate fire protection facilities will be installed including fire detectors, fire alarm and fire fighting system to guard the building against fires. All fire protection facilities will be designed as per the National Building Code given in 2005.

 Building is in Group A, sub Group A-4  Fire - Zone No.1 (clause 3.2,3.2.2.2)

Following component/item will be provided:

Under the clauses (4.18.2, 6.1.2, 6.2.3, 6.3.2, 6.4.3, 6.5.2, 6.5.2.1, 6.5.2.2, 6.5.2.3, 6.5.2.4, 6.5.2.5, 6.6.2, 6.7.2, 6.8.2 and 6.9.2) following are minimum requirements for fire fighting installations.

Following component/item will be provided:

 Fire Extinguishers  Hose Reel  Wet riser  Automatic sprinkler system  Over Head Tank in (Terrace Tank) - 10,000 liter  Under Ground Static water storage tank -75,000 liter  Manually Operated Electric Fire Alarm System  Provision of Pump: One electric pump .

Based upon the Occupancy (Clause 4.3 Table 20, 21 and 22, NBC-2005):

Business group Unit Value Occupant load m2/person 12.5 Occupants per unit exit width Number of occupants Stairways-25 Ramps-50 Doors -75 Travel distance form M 30 occupancy

• Provision of 7.5, 4.0 m wide road on periphery of boundary wall for easy movement of fire tender.

• Maximum Travel Distance of the Staircase from any corner of each building to reach staircase is not exceeding 12.0 m. Width of Staircase is 1.52 m.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

Each Bldg No. of Name of Type of Floor Type No. of Fire Floor Area Staircase in Bldg. Bldg. Bldg. Lift (m2) each Bldg. A-B,L-M Joint G + 7 445.80 02 02 H-I,J-K Joint G + 7 445.80 02 02 C Single G + 7 223.65 01 01 D-E,F-G Joint G + 7 321.97 02 02

 Distance of the nearest fire station is Kosad Fire Station @ 2.4 km and time required for the fire tender to reach at the project site will be approx 5 min.

SAFETY PRECAUTIONS DURING CONSTRUCTION PHASE

 Fire extinguishers at various locations with easily view.

 To keep printed board showing important Tele. Number of fire, ambulance, Hospital etc.

 To aware labour what to do during fire.

 To identify suitable location together at one point.

 First Aid Box will be provided at identified Place within Site.

 In case of minor injury, First Aid box will use.

 In case of medium injury, nearer local doctor will call.

 In case of major injury, call 108 For Ambulance.

 Safety belt will be provided to those working at height.

 Adequate PPE’S like Helmet, Gumboot/Safety shoes, Safety Net, Safety goggles will be provided to those engaged in material loading/unloading activity.

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

COMPLIANCES OF FIRE & SAFETY PROVISION WITH RESPECT TO GDCR & NBC- 2005

 Building is in Group A, sub Group A-4  FIRE–ZONE No.1 (clause 3.2,3.2.2.2)

Following component/item will be provided as per calculation of NBC- 2005:

Requirement Name of Installation Provided & Proposed As per As per NBC - GDCR 2005 Fire Extinguishers R R At each Floor

Hose Reel R R At each Floor, 30 mtr Length Wet Riser R R Opening at each floor Automatic Sprinkler System R R Proposed Manually Operated Electric Fire R R Proposed Alarm System Under Ground Static water storage R 75,000 lit & U/G Water Storage Tank is tank & Pump [Diesel] 1620 Lit/min provided in building capacity is 75,000 Liter & 1800 lit/min Terrace Tank R 10,000 lit 10,000 lit terrace tank will provide

Pump Near U/G Water Storage R 10,000 lit & Proposed Tank & Pump [Diesel] Pump180 lit/ min, pressure: 2 3.5 kg/cm

Nandlal Vallabhbhai Block No. – 1258/B , F.P.No.-394 ,O.P.No.-394, T.P.S.No.-66(Kosad-Variav), Village-Variav, Surat.

AMENITIES AND WELFARE FACILITIES TO THE CONSTRUCTION WORKERS

 Workers numbering 40 will be working at the site. 15 Rooms will be provided for construction workers at site.  All the basic facilities like tap water, sanitation & drinking water will be provided. Separate male and female sanitation facility will be provided.  On site temporary canteen shall be provided for workers.  First aid box, free medicines & doctor service will be provided by us.  Adequate PPE’s will be provided by us to all construction workers.  Insurance policy for all workers will be provided.  Children play area and child care area will be provided for the child of workers and mothers.  Registration of all the workers as per the relevant act applicable to proposed project.

Sr. Particulars Details No. 1. Proposal is for New (SIA/GJ/MIS/ /2019) 2. Type of Project Residential & Commercial 3. Project / Activity 8(a) - Building and construction projects; Category: B No. [8(a) or 8(b)] 4. Name of the Affordable Housing Building project 5. Name of M/s. Nandlal Vallabhbhai & Others Developer 6. Estimated Project 21 Cost (Rs. In Crores) 7. Whether No construction work has been initiated at site? If yes, details thereof 8. Site coordinates 21 15 32.53 N 72 50 32.42 E 9. Project Details Land / Plot Area (m2): 7,000.00 m2 FSI area (m2): 18,784.37 m2 Total BUA (m2): 24,083.96 m2

Permissible (m2) Proposed (m2) FSI Area 18,794.94 18,784.37 Ground Coverage -- 2,963.04 Common Plot Area 700.00 707.95 Max. building height -- 24.60 10. Building Details No. of Buildings: 7 Nos. No. of Blocks: 13 Nos. Scope of buildings/blocks: Ground + 07 floor & size of Residential Units: 360 Nos. (2 BHK-248, 1 BHK-112) Commercial Units: 20 Nos. 11. No. of expected 1620 nos. residential users residents / users 12. Water & waste Water requirement (KL/day): 15.95 KLD water details Source of water: SMC during Waste water generation quantity (KL/day): 1.15 KLD construction Mode of disposal: disposed through onsite septic tank and soak pit phase Details of reuse of water, if any: washing water of construction equipments will be reused for curing

13. Water & waste Fresh water requirement (KL/day): 132 KLD water details Source of water: SMC during operation Waste water generation quantity (KL/day): 205 KLD phase Mode of disposal: Treated Sewage will be reused in Gardening and Toilet flushing, Remaining treated water will be disposed into underground drainage of SMC. In case of STP provision, capacity of STP: Yes,225 KLD STP Technology: MBBR type Purposes for treated water utilization: Gardening & Flushing Quantity of treated water to be reused: 1.Gardening (KL/day): - 4 KLD Sr. Particulars Details No. 2. Flushing (KL/day): -86 KLD Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated) of water to be discharged 115 KLD, Treated water will be discharged through SMC. Mode of disposal: Disposed through SMC Underground Sewer line. 14. Status of water SMC Water Supply and Underground Sewer line available. supply and drainage line 15. Solid waste Construction Phase: Management Generation Quantity to be Mode of (m3) reused (m3) Disposal / Reuse Top Soil 1,000 m3 1,000 m3 Excavated surplus earth and Other construction excavated debris will be earth refilled at low Construction 62 m3 62 m3 lying areas in debris the project premises and development of greenbelt. Steel scrap 7.11 MT 6.4 MT Disposed to recycler Discarded 1.39 MT -- Disposed to packing recycler materials Operation Phase: Type of waste Generation Mode of waste Mode of Disposal / Quantity collection Reuse (Kg/day) Dry waste 972 Kg Door to Door Organic waste will Wet waste collection be processed within premises using OWC. Recycled material shall be disposed as per practice of SMC. Details of segregation if to be done: The solid wastes generated will be segregated into biodegradable and non-biodegradable wastes and collected in separate bins. Capacity and no. of community bins to be placed within premises: 140 liter each; 13 nos. of bins; Landfill site where waste will be ultimately disposed by local authority: M.S.W Transported from transfer station reaches to the final disposal site at Khajod 16. Parking Details Total parking area requirement for the project as per GDCR: 2,058.18 m2 Sr. Particulars Details No. Parking area requirement for residential units as per GDCR: 1,830.92 m2 Parking area requirement for Commercial units as per GDCR: 227.26 m2 Total number of CPS requirement for the project as per GDCR: - Total Parking area provided (m2) & No. of ECS: 2,510.30 m2, 93 nos. Parking area provided in hollow plinth (m2) & No. of ECS: 2, 442.77 m2, 90 nos. Parking area provided in Surface (m2) & No. of ECS: 67.56 m2,3 nos. Parking area provided (at any other place-specify) (m2) & No. of ECS: NA 17. Traffic Width of adjacent public roads: 18 m wide road Management Number of Entry & Exit provided on approach road/s: 2 nos. Width of Entry & Exit provided on approach road/s:7.5, 4.0 m Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 7.5 , 4.0 m Width of all internal roads: 7.5, 4.0 m Measures for traffic management:  Provision of Separate Entry & Exit.  Traffic will be handled by trained security staff.  Traffic direction will be maintained. 18. Details of Green The project will designed as energy efficient and environmental friendly Building measures building that will control formation of heat island effect. There will be also proposed. sufficient green cover at the site to reduce formation of heat island.

19. Energy Power supply Requirement, Maximum demand: 1500 KW Source and Connected load: -- Conservation Source: D.G.V.C.L Energy saving measures:  LED lighting fixtures in the common areas.  Use of solar energy in external lighting (Landscape lighting & street Lighting).  Roof top solar panel proposed for common amenities like passage, staircase etc. – Installed capacity of Solar Panel is 70.0 KW for building and 900 sq. mt. terrace area will be used for building.  Aerated block [Cement + Fly Ash + Air mixture will be used to reduce heat stress inside building. DG Sets No. and capacity of the DG sets- 1 nos. (125 KVA) Fuel & its quantity: Diesel & 12 lit/hr. 20. Fire and Life Fire Extinguisher and Fire Hydrant Systems will be proposed for Fire Safety Safety Measures 21. Details on staircase Name of Type & no. No. of Floor No. of Width of the Travel Building of buildings floors area staircase staircase(m) distance (m) A-B,L-M Joint G + 7 445.80 02 1.52 <12 H-I,J-K Joint G + 7 445.80 02 1.52 <12 C Single G + 7 223.65 01 1.52 <10 D-E,F-G Joint G + 7 321.97 02 1.52 <10

22. Rain Water Level of the Ground water table: 80-100 ft Harvesting No. & dimensions of RWH tank(s) : We are installing rain water percolations (RWH) wells, so do not provided Rain water Harvesting tank Sr. Particulars Details No. No. and depth of percolations wells : 2 nos., 40 m Details on Pre-treatment facilities : Gravity filter, MOC: PE 23. Green area details Tree covered area (m2) : 372.67 m2 Area covered by shrubs and bushes (m2): inclusive in lawn area Lawn covered area (m2): 707.95 m2 Total Green Area (m2): 1,080.62 m2 Green Area % of plot area: 15.43 % No. of trees and species to be planted: 120 nos. of trees like Asopalav, Gulmohar, Palm,Badam , Neem etc. 24. Budgetary Budget allocation of Rs. 64.37 lacs is proposed for greenbelt development, allocation for ground water recharge, solar energy utilization, energy efficient lighting, solid Environmental waste management, sewage treatment plant etc. Management Plan (Rs. in lacs) 25. Proposed dust Vertical Curtails & Water sprinkling will be carried out to minimize dust control measures suppression. Also building materials covering with the tarpaulin. during the construction phase 26. Eco friendly Fly ash based bricks, Ready Mix Concrete, A.C.C Blocks will be used. building material usage details. 27. Corporate Fund of Rs.42 lacs will be provided for activities like develop/maintain Drinking Environment water facility, concrete road and solar street light at village .Variav, Surat Responsibility 28. Basic Amenities to Drinking water & tap water, sanitation facilities, first aid box, free medicines, be provided to doctor service, PPEs , rooms & welfare facilities as per Building and Other construction Construction Workers Rules. workers. 29. Documents related to land possession