Annexure I

Location Map

CONTOUR PLAN

SLUM REHABILITATION AUTHORITY

Drg.no :

Name of Drg.:

Name of the project :

Address of project :

Prepared by :

Prepared for :

Prepared on :

Name of the project proponent :

Signature of project proponent :

Seal of the company :

S. NO 160 LOHIYANAGAR, GHORPADI PETH,

PUNE

TARGET INFRA DEVELOPERS LLP

AR_03

10.02.2016

TARGET INFRA DEVELOPERS LLP

AREA BIFURCATION

SLUM REHABILITATION AUTHORITY

Drg.no :

Name of Drg.:

Name of the project :

Address of project :

Prepared by :

Prepared for :

Prepared on :

Name of the project proponent :

Signature of project proponent :

Seal of the company :

S. NO 160 LOHIYANAGAR, GHORPADI PETH,

PUNE

TARGET INFRA DEVELOPERS LLP

10.02.2016

TARGET INFRA DEVELOPERS LLP

Annexure IV

Area Statement

No. Details Area in Sq.m.

1 Area of Plot as per B form 13,892.48

2 Area As Per Demarcation 13,901.20

3 Minimum plot area considered 13,892.48

4 Road widening area (Draft DP road 15m & 18 m) 515.16

5 Balance plot 13,377.32

6 Open Space (10% of 5) 1337.732

7 Net Plot area (5-6) 12,039.59

8 Addition for FAR

9 FSI Permissible(7X 4) 48,158.35

10 Addition of Road widening(4X4) 2,060.64

11 Total Permissible FSI 50,218.99

12 Proposed FSI

13 Residential 27,933.38

14 Commercial 390.00

15 Excess balcony Area 489.09

16 Total Proposed FSI (13+14+15) 28,812.47

Rehab component Area 33,060.98

* Break-up of Free of FSI Built –up area

No. Details Sq.m.

1 Proposed Balcony 4,737.60

2 Staircase (inc fire staircase) 2,977.48

3 Passage & Lobby 7,081.00

4 Lift & Lift Machine Room Area 1,287.12

5 Club house 133.77

6 Common Toilet for each BLDG 44.00

7 Balwadi ( 11 nos) 275.00

8 Welfare Centre ( 11 nos) 275.00

9 Religious structure 100.00

10 Society office 132.00

11 5% area of Rehab component Area for convenience shopping( commercial)

1,653.05

12 Services area ** 1,072.01

13 Covered parking 4,891.90

Total Non FSI Area in sqm 24,170.84

Total Built up area in sqm 52,983.31

Annexure V

SWM Generation, Treatment and Disposal

DESCRIPTION Quantity

Population of Project 5453

Biodegradable waste generation (Kg/capita/day) 0.185

Total biodegradable waste generation (Kg/day) 1009

Non-Biodegradable waste generation (Kg/ capita/day)

0.125

Total non-biodegradable waste generation (Kg/day) 682

STP Sludge 50 kg/day

Manure generated daily on dry weight basis (kg/day) 302

Solid Waste Disposal

Disposal of Non-Biodegradable waste:

Non biodegradable waste will be collected separately from source of generation and further

separation as paper, plastic and metal will be done as solid waste management facility and then

disposed through authorized vendors named Swatch

Disposal of Biodegradable waste:

For disposal of solid waste is a big community problem in era of urbanization

Following are the effects

1. Foul Odour

2. Unhygienic and ugly looking vicinity

3. Germs and insects breeding

4. Diseases and epidemic

5. Health and fire Hazardous

6. Non –Availability of Land

7. Long distance transport of garbage and dumping site

For disposal of solid waste in sustainable way Organic waste converter is useful in residential complexes

Biomechanical Process of Waste conversion

Organic waste

(Kitchen and Garden waste)

Waste Treatment

With Bioculture

(15 Min)

Homogenized Odour Free

Output

In Curing system for 2 weeks

Annexure VI

Parking Statement

Parking Statement

Nos. Tenement Size No. of tenement Car Parking 2-Wheeler Parking Cycle Parking

1 Residential 1053 0 1053 2106

2 Commercial 188 0 188 376

Total parking of building 1241 2482

Overall Total Parking 0 1241 2482

Covered Parking area provided in sqm 4891.9

Annexure VII

Building Configuration & Occupancy Details

No

Buildings No.of Floors Flat Type

Building Height in m

No. of Residential tenements

No. of Commercial tenements

Population

1 A LG+UG+ 12 1BHK 39.9 95 24 499

2 B LG+UG+ 12 1BHK 39.9 95 20 495

3 C LG+UG+ 11 1BHK 37.05 82 30 440

4 D LG+UG+ 12 1BHK 39.9 95 18 493

5 E LG+UG+ 12 1BHK 39.9 95 14 489

6 F LG+UG+ 12 1BHK 39.9 95 20 495

7 G LG+UG+ 12 1BHK 39.9 95 12 487

8 H LG+UG+ 12 1BHK 39.9 95 12 487

9 I G+Stilt + 13 1BHK 42.75 102 12 522

10 J G+Stilt + 13 1BHK 42.75 102 8 518

11 K G+Stilt + 13 1BHK 42.75 102 8 518

12 L LG+UG 1BHK 5.7 0 10 10

Total Residential Tenements & Occupancy 1053 188 5453

Annexure VIII

Water Demand (Per Day) & Water Budget

PARTICULARS Values Units

a. Total no. of Residential tenements 1053 Nos.

b. Total Residential Population (@ 5 persons/tenement) 5265 Nos.

c. Total Number of commercial tenement 188 Nos.

d. Total Population (@ 1 persons/tenement) 188 Nos.

Total Population 5453 Nos.

e. Assumed water consumption [LPCD] for Residential 135 Ltrs

f. Assume water consumption for commercial LPCD) 45 Ltrs

g. Residential water requirement [KL] (b x e) 711 KL

h. Commercial water requirement 8 KL

i. Fresh water requirement [KL] (Resi-90 lit/person/day, Comm 15 Lit/person/day)

477 KL

j. Flushing water requirement [KL] (Resi-45 lit/person/day, Commercial-30 Lit/per/day)

243 KL

k. Landscape area proposed (m2) 2033.32 sqm

l. Water required for landscaping [KLD] (6 lit/sqm)/day 12 KL

On site Treatment & Reuse

m. STP Capacity (KLD)

n. Wastewater collected in STP (considering 10% loss in domestic use)

647 KL

o. Total Treated WW available for reuse 647 KL

p. Waste Water reused for Flushing 243 KL

q.Waste Water reused for Gardening 12 KL

r. Excess Treated Water disposed to public sewer 393 KL

Water Balance (Per day)

Annexure - IX

Details of Energy Requirement & Energy Conservation Measures

Energy Requirement: a. During Construction Phase:

Source of power supply MSEDCL.

Total demanded load will be 145 KW (Approx.)

D.G. Sets. (Approx. 160 KVA as backup).

b. During Operation Phase:

Source of supply: MSEDCL.

Total Connected Load: 1835 kW

Maximum Demanded load: 1835KVA

Transformers: 630 kVA X 3 nos.

DG Sets: 200 KVA X 2 Nos. (for common utility back up)

Energy Conservation Measures:

1. Energy Saving Measures Proposed:-

a. Use of LED & CFL in Parking area, lift-lobby and stair-case.

b. Using Solar system in External Lighting (50%). & Landscape lights with LED lamps.

c. Using V3F drive for all lifts.

2. As per MSEDCL requirements, we have planned to use low loss Transformer. Losses for Transformer

shall, in principal, comply to ECBC norms.

3. We are planning to attain power factor of the installation near unity.

4. Following are the Energy efficient fixtures we plan to use in our project for energy conservation.

3.1 Energy efficient fixtures with T5 lamp & Electronic Ballasts are proposed for parking areas.

3.2 LED & CFL type of light source are proposed for common Lobby,

lounge, Staircase area.

3.3 Automatic time based controls are proposed for all outside lighting to save power by avoiding

manual switching ON & OFF the lights.

3.4 Motion Sensors are proposed in Car Parking Areas & Lift lobbies.

3.5 The estimated saving in common area lighting consumption is up to

20% due to adopting above measures

Project Load details

Area Description Total No. of Units

Carpet Area in Sqmt per Unit

Watt/mtr. Load in KW/Unit

Diversity Factor

Total MD in KW

Total Load

Flats 1053 25 75.0 1.88 1.50 1316.25

Building common (lifts, lighting, pumping etc)

11 21.00 1.00 231.00

Commercial spaces 188 10 150 1.50 1.5 188

Project common load 100

1835.25

Annexure-X Air Emission Details

Air is one of the most vital natural resource for existence of all the living organisms. Good quality

air is essential for the physiological processes such as respiration of man, animals and plants. Ambient Air Quality is an indication of overall state of environment of a particular area. Ambient

air quality (AAQ) is an important criterion for healthy environment and its degradation causes various long-term impacts on the human health.

Adjacent area of the site is almost residential and somewhat commercial. Sources of air pollution are vehicular traffic and construction activities.

Ambient air Quality Parameters were found within permissible limit of CPCB standards

Air quality status at site

Source Concentration of Pollutants (μg/m3)

SPM RSPM SO2 NOx

1. Near Storage Area 89 23 18 12

2. At Boundary of Plot 68 31 15 16

3. Main Gate 90 40 18 20

Limits* 150.0 100.0 80.0 80.0

Three DG sets will be used for power back up in operation phase hence no large amount emission envisaged.

Noise Monitoring Details

Locations

Day time Night time

Limit (dBA) (dBA) Limit (dBA) (dBA)

Base Station (project Site) 55 41 45 30

At main Road 55 44 45 32

Near the internal road 55 45 45 35

Day time shall mean from 6.00 am to 10.00 pm

Night time shall mean from 10.00pm to 6.00am

Annexure XI

List of Building Materials & Equipments

Sr. No. List of Building Material Unit

1 Cement Bag

2 Ready Mix Concrete-M15 cu. m

3 Ready Mix Concrete-M30 cu. m

4 Fly ash Kg

5 Crushed Sand Cum

6 10mm size aggregate Cum

7 20mm size aggregate Cum

8 Rheobuild 850i Kg

9 Reinforcement Steel MT

10 Binding Wire Kg

11 River Sand Cum

12 Rubble Cum

13 Bricks No

14 CLC Block No

15 POP kg

16 Sanla/Neeru kg

17 Gypsum(25kg) Bag

18 Conplast lit

19 Ceramic tiles Sq m

20 Antiskid Ceramic Tile Sq m

21 Decorative/Designer Ceramic Tile Sq m

22 Glazed Tile Sq m

23 Vitrified tile Sq m

24 Kotah Stone (2' x1 1/2') Mirror Polish Sq m

25 Laminated Wooden flooring Sq m

26 White / Colored cement (tile joint grout) Kg

28 Fosroc Complast-X421ic Lit

29 UPVC Windows Sq m

30 SS RAILING With Glass Rm

31 UPVC Doors Sq m

32 Aluminium Windows Sq. m

33 Aluminium Doors Sq. m

34 POP False Ceiling Hollow Sheet 250x10mm M

35 Oil Bound Distemper Kg

36 Water base Cement Primer Lit

37 Putty Lit

38 Internal Emulsion Paint Lit

39 Water based wood primer Lit

40 Oil Paint Lit

41 Exterior Water Based Primer lit

43 Luxury Emulsion Paint lit

44 WATERPROOF LIQUID DEGUSSA RHEONAE 707 Lit

45 Kemperol water proofing compound KG

46 SS 430 Garbage Chute System 450 mm dia & Garbage.

Rm

47 Lift No

48 Fire Fighting equipments Sq ft

49 Main Door shutter with veneer Sq m

50 Rough Shahabad Tiles (2' x 1 1/2') cut /uncut Sq m

51 Pond Ash MT

52 Structural Steel MT

Details of Construction Machineries during Construction

Sr. no. Name of the Machinery No. of Units

1 Concrete Mixer with weigh Bather 4

2 Vibrator 3

3 Compactor 2

4 JCB 2

5 Road Roller 1

Annexure XII

Details of sewage treatment Plant

Brief Write Up On The STP Process

1. Scheme proposed for the treatment of sewage is a compact and effective Sewage Treatment Plant of following

capacities:

2. We shall use the revolutionary “Moving Bed Bio Reactor (MBBR)” technology. The concept underlining the

Moving Bed bioreactor is to provide continuously operating biofilm reactor, which is non-cloggable, does not require backwashing and has a very low pressure drop. This is achieved by growing the bio-film on smaller

carrier elements that move along with the waste water in the reactor. The air stream constantly keeps the bio media is in suspension and at the same time provides the required oxygen to the biomass.

3. The system uses specially designed bio-media, which provides a large surface area for biological growth.

4. The bio-media is made of plastic material, which has a very long life. The media is cylindrical in shape and provides a large surface area in the given volume. The media provides about 800m2 effective area for growth

of the bio film per M3 of volume.

Proposed system will consist of the following major stages:

- Sewage Collection and Pumping System - Manual Bar Screen and Grit Chamber

- Aeration Tank and Tube-deck Settlers - Filtration System

- Disinfection System

Sewage Collection and Pumping System : - Raw sewage will enter the raw sewage sump. Raw sewage transfer pumps will pump the sewage to the STP

through the screen and grit removing stages. One Pump will be on duty and the other stand by.

Manual Bar Screen and Grit Chamber:

- A combination of coarse and fine screens will be provided for removal of floating debris from the sewage. The coarse screen will have spacing of 10 mm and will be periodically cleaned. The fine screen will have a spacing

of 5 mm and will also be periodically cleaned. The outlet from the Screen Chamber is let into the sewage treatment system.

Proposed Sewage Treatment System will have the following major components :

- MBBR Bio Reactor Units - Tube Settler Unit.

- Aeration System

MBBR Bioreactors: The MBBR Aeration tanks are located next to each other. Each of the tanks will be provided with aeration pipelines at the bottom, which will be in stainless steel and are manifolded to cover half

the periphery of the tank. Aeration tank is filled with a specific quantity of the bio-media, which is made of

plastic material with a specific gravity just below that of water, to enable it to remain in suspension. - The inlet of the aeration tank is on the top with the sewage falling freely into the MBBR tank. The outlet is

located on the opposite side, which has a perforated Screen mounted on it, which prevents the bio-media from flowing out of the MBBR Tank. Both compartments are connected to each other by a fabricated channel, which

has perforated sheets on each side. The outlet of the second MBBR is connected to the Tube Settler Unit Tube

Settler Unit: Sewage from aeration tank along with biological stabilized solids will flow by gravity to the Compact Tube Settler Unit: The separation of solid from sewage is achieved by laminar flow developed

between the tubes. Due to this, heavier solids slide down along the inside of the tubes, whereas the clear water

rises up and flows out. The sludge settling at the bottom of the tanks will be transferred from time to time to

the sludge-holding tank. The clear water from the settling tank will overflow into the Filter Feed Tank.

Aeration System: The Aeration System consists of 2 Nos. Air Blowers. One Blower will be on duty while the other will be on stand by. The Blowers will be used for aeration inside the MBBR.

Filtration System: This consists of a Pressure Multimedia Filter that removes any remaining suspended solids in the treated water so as to ensure its total conformance with the discharge standards set by the regulatory

authorities. The Filter is to be backwashed at pre-set intervals with water from the Treated Water tank.

Disinfection System: The Disinfection System, which comprises of a dosing system, ensures complete removal of any remaining harmful organisms in the water. The water flowing into the Polishing Filter Feed Tank

is dosed with an oxidant above and then allowed to remain in the tank for a predetermined time so that there

is enough contact time for the oxidant to totally disinfect the water.

Sludge: The excess sludge is pumped to the sludge tank from where de-sludging is to be done once every 3 – 6 months (depending on load factors) by pumping out to tankers and disposal engaging corporation private

agencies.

TREATED WATER QUALITY

Parameters Description Raw Sewage Parameter Treated Water Parameters( After Tertiary Treatment)

PH 6.5-8.0 6.5-8.0

COD ≤500 mg/lit ≤30 mg/ lit

BOD ≤300 mg/ lit ≤10 mg/ lit

Suspended Solids ≤200 mg/ lit ≤10 mg/ lit

Oil and Grease ≤10-50 mg/ lit ≤01-05 mg/ lit

Nitrogen ≤40-50 mg/ lit ≤5-10 mg/ lit

Phosphorous ≤5-7 mg/ lit ≤05 mg/ lit

Fecal Coliform Present Absent

Annexure XIII

LIST OF SPECIES TO BE PLANTED IN LANDSCAPE

Sr.

no. Botanical Name Common Name Qty. Characteristics & Ecological Importance

1 BUTEA MONOSPERMA PALAS 12 It is small tree. Used for timber, resin, fodder, medicine and dye.

2 MIMOSOUPS ELENGI BAKUL 18 The bark, flowers, fruits and seeds of Bakul are used in Ayurvedic medicine.

3 NEOLMARKIA KADAMBA KADAMBA 14 It is Ornamental tree. Kadamba flowers are raw material for making of 'attar'.

4 MILLINGTONIA

HORTENSIS BUTCH 15

Ornamental and the pleasant fragrance, bark is used as an inferior substitute for cork .

5 PONGAMIA PINNATA KARANJ 18 It is used for wind break plantation. Fragrant flowers. Lots ayurvedic uses.

6 AZADIRACHTA INDICA NEEM 14 It acts as an anti-feedant, repellent, and egg-laying deterrent,

7 TAMARINDDUS INDICA CHINCH 14

delaying progression of skeletal fluorosis, used in making furniture and wood flooring

8 STERICULIA FOETIDA JUNGLEE BADAM 18 It is soft wooded tree. Fruits are edible.

9 BAUHINIA BLAKEANA KANCHAN 13

Bauhinia trees typically reach a height of 6–12 m and their branches spread 3–6 m outwards, flowering in late winter

10 SARACA INDICA SITA ASHOK 12 It is small tree having attractive flowers and Indian peoples worshiped.

11 TERMINELIA ARJUNA ARJUN 14

It is used for silk production, it is used for heart diseases. Bark contains tannic acid.

12 SPATHODEA

CAMPANULATA PICHKARI 12

The tree grows between 7–25 m tall, The flower bud is ampule-shaped and contains water

Total New Trees to be planted 174

Annexure XIV

Rain water Harvesting and Storm water Drain

The rain water harvesting could be done by no of ways. Some of the alternatives are

Collection of roof rain water from individual bungalow and using it for specified purpose

like drinking, garden etc.

Collection of storm water and utilizing it for recharging of ground water table through

existing and new wells.

Collection of storm water in protected under ground storage tank / open water body and

utilization of the same as per requirement.

Trenching within the plots.

We recommend the following:

The storm water collected in the storm water conveyance system will be used or

recharging of ground water table through the bore wells.

Wherever possible, the trenches would be provided for percolation.

Percolation of the rain water depends upon the permeability of earth strata. By. Providing

no. of recharge pits and recharge of bore well necessary efforts will be taken for

maximum recharging of ground water.

A) Rainwater Harvesting by Ground Water Recharge:

Design Basis:-

Size of the recharge pit = 2.5 m Ø x 2.5 m deep & 55 m deep bore well

No of recharge pits = 05 Nos.

Type of Area Runoff coefficient

Terrace area 0.95

Road area 0.95

Landscape area 0.25

Open paved area 0.95

For calculating flow following formula is used and the calculations are tabulated as under.

Area x Rainfall intensity x Runoff coefficient

Flow = ----------------------------------------------------

1000 x 60

Sr. Type of Area Area (m2) Run off

Coefficient

RWH Potential (cum/day) (1) x (2) x

RWH Potential (Cum/Yr) (1) x (2) x

No [1] [2] 0.01446 0.7

a Building Roof Area 4524.49

0.95 62.15 3008.79

b landscape Area 2033.32 0.25 7.35 355.83

c Internal road 2601.18 0.95 35.73 1729.78

d Services 1072.01 0.95 14.73 712.89

e Paved Area 3146.32 0.95 43.22 2092.30

Total 163.18 7899.59

After 20% losses qty 6319.67

The storm water Drain will be used for recharging of ground water table through the

bore wells