OBSERVATIONS REPLYenvironmentclearance.nic.in/writereaddata/Online/EDS/05...OBSERVATIONS REPLY Affordable Group Housing Scheme “New Saket” Under Samajwadi Awas Yojna At Village:

OBSERVATIONS REPLY

Affordable Group Housing Scheme

“New Saket”

Under Samajwadi Awas Yojna

At

Village: Abdullapur, Meerut, Uttar Pradesh

For

M/s Inprosper Infrastructures LLP

Prepared By

GRASS ROOTS RESEARCH & CREATION INDIA (P) LTD. (An ISO 9001:2008 Certified Co.: Accredited by QCI / NABET: Approved by MoEF, GoI)

F-374-375, Sector-63, Noida, U.P.

Ph.: 0120- 4044630, Telefax: 0120- 2406519

Email: [email protected], info@ grc-india.com

Website: http://www.grc-india.com

GRC INDIA TRAINING & ANALYTICAL LABORATORY (Accredited by NABL & Recognized by MoEF&CC

A unit of GRC India

http://www.grc-india.com/

Affordable Group Housing Scheme

“New Saket” Under Samajwadi Awas Yojana 15th

EAC Meeting

Village: Abdullapur, Meerut, Uttar Pradesh Reply

M/s Inprosper Infrastructures LLP 1

Point-wise reply to the queries raised during 15th EAC, Delhi, meeting dated 14.04.17 w.r.t.

Group Housing Scheme ‘New Saket’ under Samajwadi Awas Yojna in at village

Abdullapur, Pargana Meerut, Tehsil Meerut, District Meerut, Uttar Pradesh by M/s

Inprosper Infrastructures LLP.

S. No. Queries Reply

1. Adequate area to be earmarked for solid

waste management.

Site Plan showing 120 sqm of area

earmarked for Solid Waste

Management is enclosed as Annexure

I.

2. MBBR Technology shall be utilized for

sewage treatment.

We propose to install MBBR

Technology based sewage treatment

plant at project site. The details of the

MBBR technology are enclosed as

Annexure-II.

3. Give a conformity status to conditions

stipulated in Annexure XIV of the

amended EIA Notification vide S.O.

3999 (E) dated 09.12.2016

A Conformity status to conditions

amended in EIA Notification Dated

09.12.2016 is enclosed as Annexure

III.

4. Notarized affidavit of undertaking by

Board of Director(s) that there is no

violation with regards to the provisions

as made in the amended EIA

notification of 14.03.2017.

Notarized affidavit of undertaking by

Board of Director(s) is enclosed as

Annexure IV.

5. The Entry and exit points should be

changed to provide separate multiple

entries and exits.

As this Affordable Group Housing

Project is under Samajwadi Awas

Yojna therefore, we have proposed

separate entry exit points except

multiple entry exit points. Site Plan

showing the same is enclosed as

Annexure V.

BLOCK-A2GR.+3 FLOOR

SCHOOLAREA: 500.00 SQ. MT.

GARBAGE

44.00 sq. mt.

E.S.S.

11999

51787

150.00 SQ. MT.

aspace for

SERVICESSPACE FOR

6.00 METER DRIVEWAY

6000

GREEN LAWN15% MANDATORY GREEN

AREA : 1117.25 SQ. MT.

1


AREA : 2147.23 SQ. MT.

2GREEN LAWN

15% MANDATORY GREENAREA : 537.12 SQ. MT.

4


AREA : 688.40 SQ. MT.

5


AREA : 710.94 SQ. MT.

6


AREA : 253.97 SQ. MT.3

12.00 METER WIDE ROAD




6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY






6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY




6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY




6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

9.00 METER WIDE ROAD 9.00 METER WIDE ROAD



9.00

MET

ER W

IDE

ROAD

9.00

MET

ER W

IDE

ROAD

9.00

MET

ER W

IDE

ROAD

151.75 sq. mt.

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY


6.00 METER DRIVEWAY

100.020

TBM=100.0m

45746

35168

35195

72670 19928

28929

49920

8356111657

54143

114656

36104

18979

19559

18974

25115

141489

28553

57955

32284

11999

51787

20917

45619

99699

12000

12000

9000

9002

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

COMMERCIALGROUND+2 FLOOR

GARBAGE76.00 sq. mt.b

BLOCK-C3

9.00

MET

ER W

IDE

ROAD

SOLID WASTE MANAGEMENT

GR.+3 FLOOR

BLOCK-B1GR.+3 FLOOR

BLOCK-B2GR.+3 FLOOR

BLOCK-B3GR.+3 FLOOR

BLOCK-C1GR.+3 FLOOR

BLOCK-C2GR.+3 FLOOR

GR.+3 FLOOR

BLOCK-D1GR.+3 FLOOR

BLOCK-D2GR.+3 FLOOR

BLOCK-D3GR.+3 FLOOR

BLOCK-E1GR.+3 FLOOR

BLOCK-E2GR.+3 FLOOR

BLOCK-E3GR.+3 FLOOR

BLOCK-F3GR.+3 FLOOR

BLOCK-E4GR.+3 FLOOR

BLOCK-A1

BLOCK-A3GR.+3 FLOOR

40804

9000

9000

6000

6307

6078

6023

9000 6000

6000

72800 20210

51280

18850

62040

910773720

45210

6000

6114

9000

9943

9000

9475

9000

9000

6000

6000

9000

6835

19176

6000

6000

28645

68429

29229

27801

2476

2

1233

6

2WHEELER PARKING

9022

5

72800

44636

15000

36.00 METER W

IDE ROAD

N

W

E

S

SITE PLAN

BLOCK-F2GR.+3 FLOOR

BLOCK-F1GR.+3 FLOOR

6000

82309

9676

9

SITE PLAN

DATE- 28/07/2016SCALE - NTS

DRAWN BY :

SHEET TITLE:

SHEET NO:

Architect:

L-11, HIMALAYA LEGAND, F.F., NYAY KHAND-1, INDIRAPURAM, GHAZIABAD

Email Id:[email protected],[email protected]

dpD+P ASSOCIATESarchitects,engineers,interior designers,landscape & vastu consult.D E S I G N E R S & P L A N N E R S

D E S I G N E R S

P L A N N E R S

ARCHITECT SIGNOWNER SIGN

OWNER:

PROJECT:

M o b i l e : 9 8 1 0 8 8 8 9 1 6 , 9 8 7 3 3 2 6 2 4 1

M/S.INPROSPER INFRASTRUCTURE LLP

LAND OWNER:MR. ANIL BANSAL & MRS. ANITA BANSAL

AREA STATEMENT SD-01

SUBMISSION DRG. FOR PROPOSED GROUPHOUSING SCHEME " NEW SAKET " UNDER

SAMAJWADI AWAS YOJNA, AT KHASRA NO. 419TO424,425K,426 & 426 / 1 AT VILLAGE ABDULLAPUR,

MEERUT (U.P.)

45004500

GUARD ROOM

ENTRYEXIT

(SECONDARY PROCESSING AREA)

SOLID WASTE MANAGEMENT(SECONDARY PROCESSING AREA)

SOLID WASTE MANAGEMENT(SECONDARY PROCESSING AREA)

SEWAGE TREATMENT TECHNOLOGY

MBBR TECHNOLOGY

Sewerage System

An external sewage network shall collect the sewage from all units, and flow by gravity to the

sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present

circumstances:

The process has long retention time and can absorb shock load situation.

Reduced net daily water requirements, source for Flushing and Horticultural purposes by

utilization of the treated wastewater.

Reduced dependence on the public utilities for water supply and sewerage systems.

The process produces a well-oxidized sludge in small quantities only, which can be

removed and used as manure.

a. Wastewater Details characteristics (Inlet)

(a) Daily load : 234 KLD

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 6.5-8.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 250-400 mg/l

(g) BOD5 (mg/l) : 300-400 mg/l

(h) COD (mg/l) : 600-700 mg/l

b. Treated effluent characteristics (outlet)

(a) pH : 6.0 to 8.5

(b) B.O.D. : <10 mg/l

(c) C.O.D. : <30 mg/l

(d) Total Suspended Solids : <20mg/l

c. Treated effluent after UF (Optional)

(a) pH : 6.0 to 8.5

(b) B.O.D. : <2 mg/l

(c) C.O.D. : <10 mg/l

(d) Total Suspended Solids : <5 mg/l

d. Treatment Technology

MBBR TECHNOLOGY

Moving bed biofilm reactor technology is based on the principle of attached growth process.

Raw sewage will be collected under gravity into the equalization tank after allowing to pass

through the bar screen. Screens will be provided in screen chambers and it will be manually

cleaned by going down to a platform. The bar screen, by removing coarse solids from the

sewage help in protecting the raw sewage pump.

The raw sewage equalization tank, through temporarily holding the incoming sewage

facilitates both pumping of sewage through the STP and dampening the flow variation in the

received sewage. sewage handling pump will be provided in the collection cum equalization

tank to pump the collected waste water to the next MBBR tanks. Air will be introduced in this

tank to prevent any potential foul smell problem & to provide the mixing of wastewater to

avoid the sedimentation of solids in this tank. Air Grid used for aeration purpose shall be non-

clog.

The sewage collected in equalization tank is pumped and passed through the moving bed

bioreactor. Bioreactors will be provided for the efficient working and removal of BODs for

the required retention time. The process inside the moving bed bioreactors consists of adding

small cylindrical-shaped polyethylene/polypropylene carrier elements in aerated basins to

support biofilm growth. The small cylinders are provided with a cross inside the cylinder and

longitudinal fins on the outside. The biofilm carriers are maintained in the reactor by the use

of a perforated plate with appropriate slot at the tank outlet. Air agitation or mixers are applied

in a manner to continuously circulate the packing. The waste water from first bioreactor flows

by gravity through the perforated plate/mesh to the next bioreactor kept in series. Inside the

bioreactors, aerobic bacteria grow in an attached growth from around the moving plastic

media inside the reactors. The bacteria have to reduce BOD & COD of waste water in the

presence of oxygen provided through the air grids located at the bottom of the reactors. The

Process does not require any return activated sludge flow or backwashing. From the bio-

reactors, the effluent passes by gravity into the clarifier (Tube Settling Tank). Clarifier will be

a hopper bottom sedimentation tank provided with appropriate size PVC tube deck media. The

suspended solids will settle at the bottom of the tank & clear supernatant will overflow to filter

feed tank through outlet launder. The collected sludge at bottom shall be transferred through

pumps to sludge holding tank.

The clear supernatant after clarifier will be collected in to filter feed tank. This tank will act as

housing tank for filter feed pumps. The clarified & disinfected water will be then fed to

filtration unit.

Filtration unit consisting of Dual Media sand filter, activated carbon filter and ultra-filtration

system (optional) will remove the residual impurities such as odor/color, suspended solids,

BOD/COD. The treated water after the filtration unit will be collected in Irrigation cum

Flushing water storage tank from where it is transferred to flushing water tank at terrace &

Irrigation System. Excess sludge from the bottom of the settling tank will be removed and

transferred to sludge holding tank. Air grid shall be provided in this tank to avoid conversion

into anaerobic conditions, thickening of sludge and keep sludge in homogenous condition. The

digested & thickened sludge shall be further thickened through Sludge Dewatering System

(Filter press with screw pump) and disposed off periodically through closed tanker or can be

reused as manure.

FIGURE 2: SCHEMATIC DIAGRAM OF “STP”

MEDIUM S.NO. ENVIRONMENTAL CONDITIONS COMPLIANCE

Topography and

Natural

Drainage

1 The natural drain system should be

maintained for ensuring unrestricted flow of

water. No construction shall be allowed to

obstruct the natural drainage through the site.

No construction is allowed on wetland and

water bodies. Check dams, bio-swales,

landscape, and other sustainable urban

drainage systems (SUDS) are allowed for

maintaining the drainage pattern and to

harvest rain water.

Buildings shall be designed to follow the

natural topography as much as possible.

Minimum cutting and filling should be done.

Commitment w.r.t.

maintaining the natural

drainage system already

made in the EC application

and presentation made

before EAC.

Please refer page no. 21 of

Form 1A

The project site is not

located on a wetland.

Water

Conservation,

Rain Water

Harvesting, and

Ground Water

Recharge

2 A complete plan for rain water harvesting,

water efficiency and conservation should be

prepared.

Use of water efficient appliances should be

promoted with low flow fixtures or sensors.

The local bye-law provisions on rain water

harvesting should be followed. If local bye-

law provision is not available, adequate

provision for storage and recharge should be

followed as per the Ministry of Urban

Development Model Building Byelaws,

2016.

A rain water harvesting plan needs to be

designed where the recharge bores of

minimum one recharge bore per 5,000

square meters of built up area and storage

capacity of minimum one day of total fresh

water requirement shall be provided. In areas

where ground water recharge is not feasible,

the rain water should be harvested and stored

for reuse. The ground water shall not be

withdrawn without approval from the

Competent Authority.

All recharge should be limited to shallow

aquifer

Details of rain water

harvesting pits and tanks

have been submitted in the

EC application and

presentation made before

EAC.


Form 1A and slide no. 30

to 33 of presentation.

It is proposed to provide

tanks also for storage of

rain water along with pits

for artificial ground water

recharge (limited to

unconfined/shallow

aquifer).

Ground water will not be

abstracted.

Point-wise compliance to the environmental conditions as stated in Appendix XVI of EIA

notification dated 9th

Dec., 16

(Category ‘2’: 20,000 to less than 50,000 sqm)

2(a) At least 20% of the open spaces as required

by the local building bye-laws shall be

pervious. Use of Grass pavers, paver blocks

with at least 50% opening, landscaped.

Would be considered as pervious surface.

Landscape area has been

designed as per local bye-

laws and MoEF&CC

norms. Approx. 15% of the

plot area has been proposed

for recreational green

which will trees, shrubs and

grass pavers. Details have

been submitted in the EC

application and


EAC.


Form 1A & slide no. 57

and 58 of presentation.

Waste

Management

3 Solid waste: Separate wet and dry bins must

be provided in each unit and at the ground

level for facilitating segregation of waste.

Sewage: Onsite sewage treatment of capacity

of treating 100% waste water to be installed.

Treated waste water shall be reused on site

for landscape, flushing, cooling tower, and

other end-uses. Excess treated water shall be

discharged as per CPCB norms. Natural

treatment systems shall be promoted.

Sludge from the onsite sewage treatment,

including septic tanks, shall be collected,

conveyed and disposed as per the Ministry of

Urban Development, Central Public Health

and Environmental Engineering

Organization (CPHEEO) Manual on

Sewerage and Sewage Treatment Systems,

2013.

The provisions of the Solid Waste

(Management) Rules 2016 and the e-waste

(Management) Rules 2016, and the Plastics

Waste (Management) Rules 2016 shall be

followed.

Details regarding solid

waste management

(including collection,

segregation and

treatment/disposal) and

sewage management

(including waste water

treatment in STP, dual

plumbing system and reuse

of treated effluent, sludge)


EC application and


EAC.

Please refer page no. 23 to

25, 27 to 29 and 35 of Form

1A & slide no. 15, 17 and

44 to 49 of presentation.

3(a) All non-biodegradable waste shall be handed

over to authorized recyclers for which a

written tie up must be done with the

authorized recyclers.

Details of disposal of non-

biodegradable waste

through approved local

vendors have been

submitted in the EC

application and


EAC.


Form 1 & slide no. 44 to 49

of presentation.

3(b) Organic waste compost/ Vermiculture pit

with a minimum capacity of 0.3 kg

person/day must be installed.

Details of Organic Waste

Converter for management

of biodegradable waste


EC application and


EAC.


Form 1 & slide no. 44 to 49

of presentation.

Energy 4 Compliance with the Energy Conservation

Building Code (ECBC) of Bureau of Energy

Efficiency shall be ensured. Buildings in the

States which have notified their own ECBC,

shall comply with the State ECBC.

Outdoor and common area lighting shall be

LED.

Concept of passive solar design that

minimize energy consumption in buildings

by using design elements, such as building

orientation, landscaping, efficient building

envelope, appropriate fenestration, increased

day lighting design and thermal mass etc.

shall be incorporated in the building design.

Wall, window, and roof u-values shall be as

per ECBC specifications.

As per the suggestions of

EAC members, ECBC

norms will be followed for

the project.

Details of use of LED

lights and maximum use f

natural light have been

submitted in the EC

application and


EAC.


Form 1 A& slide no. 62 of

presentation.

4(a) Solar, wind or other Renewable Energy shall

be installed to meet electricity generation

equivalent to 1% of the demand load or as

per the state level/ local building bye-law’s

requirement, whichever is higher.


EAC members, solar

energy will be used for

lights and fans.

Details for use of solar

energy have been submitted

in the presentation made

before EAC.

Please refer slide no. 62 of

presentation.

4(b) Solar water heating shall be provided to meet

20% of the hot water demand of the


EAC members, solar

commercial and institutional building or as

per the requirement of the local building

bye-laws, whichever is higher. Residential

buildings are also recommended to meet its

hot water demand from solar water heaters,

as far as possible.

energy will be used for

lights and fans.

Please refer slide no. 63 of

presentation.

4(c) Use of environment friendly materials in

bricks, blocks and other construction

materials, shall be required for at least 20%

of the construction material quantity .These

include fly ash bricks, hollow bricks, AACs,

Fly Ash Lime Gypsum blocks, Compressed

earth blocks, and other environment friendly

materials.

Fly ash should be used as building material

in the construction as per the provisions of

the Fly Ash Notification of September, 1999

as amended from time to time.

Will be complied.

Air Quality and

Noise

5 Dust, smoke & other air pollution prevention

measures shall be provided for the building

as well as the site. These measures shall

include screens for the building under

construction, continuous dust/ wind breaking

walls all around the site (at least3 meter

height). Plastic/tarpaulin sheet covers shall

be provided for vehicles bringing in sand,

cement, morram and other construction

materials prone to causing dust pollution at

the site as well as taking out debris from the

site.

Sand, morram, loose soil, cement, stored on

site shall be covered adequately so as to

prevent dust pollution.

Wet jet shall be provided for grinding and

stone cutting. Unpaved surfaces and loose

soil shall be adequately sprinkled with water

to suppress dust.

All construction and demolition debris shall

be stored at the site (and not dumped on the

roads or open spaces outside) before they are

properly disposed. All demolition and

construction waste shall be managed as per

the provisions of the Construction and

Demolition Waste Rules 2016.

All workers working at the construction site

and involved in loading, unloading, carriage

Details regarding air

pollution control

(sprinkling, transportation

of construction material in

covered trucks, barricading

of site, storage of

construction material

within project site, etc.) and

health & safety for

construction workers have


application and


EAC.

Please refer page no. 37 &

40 of Form 1 A & slide no.

24 to 32 of presentation.

of construction material and construction

debris or working in any area with dust

pollution shall be provided with dust mask.

For indoor air quality the ventilation

provisions as per National Building Code of

India.

5(a) The location of the DG set and exhaust pipe

height shall be as per the provisions of the

CPCB norms.

Details regarding stack

height for DG sets have


application and


EAC.


Form 1 A & slide no.

26&30 of presentation.

Green Cover 6 A minimum of 1 tree for every 80 sq.mt. of

land should be planted and maintained. The

existing trees will be counted for this

purpose. Preference should be given to

planting native species.

Details regarding no. of

trees (> 1 tree/80 sqm of

plot area), retaining

existing trees with native

species have been

submitted in the EC

application and


EAC.

Please refer page no. 60

and 61 of Conceptual

Plan& slide no. 53 &54 of

presentation.

6(a) Where the trees need to be cut,

compensatory plantation in the ratio of 1:3

(i.e. planting of 3 trees for every 1 tree that is

cut) shall be done and maintained.

Not applicable as existing

trees 91 nos. are proposed

to be retained.

Top Soil

preservation

and reuse

7 Topsoil should be stripped to a depth of 20

cm from the areas proposed for buildings,

roads, paved areas, and external services.

It should be stockpiled appropriately in

designated areas and reapplied during

plantation of the proposed vegetation on site.

Complied with.

Transport 8 A comprehensive mobility plan, as per

MoUD best practices guidelines

(URDPFI),shall be prepared to include

motorized, non-motorized, public, and

private networks. Road should be designed

with due consideration for environment, and

Details regarding parking

and traffic management

have been prepared in

accordance with DC

regulations of Greater

Mumbai and NBC which

safety of users. The road system can be

designed with these basic criteria.

1. Hierarchy of roads with proper

segregation of vehicular and pedestrian

traffic.

2. Traffic calming measures.

3. Proper design of entry and exit points.

4. Parking norms as per local regulation.


EC application and


EAC.

Please refer page no. 19 &

32 of Form 1 A and page

no. 56 & 57 Conceptual

Plan as well as slide no. 46

to 51 of presentation.

F:\2016\Landcraft\for mda submission\inal\khasra.jpg

BLOCK-A2GR.+3 FLOOR

SCHOOLAREA: 500.00 SQ. MT.

GARBAGE

44.00 sq. mt.

E.S.S.

11999

51787

150.00 SQ. MT.

aspace for

SERVICESSPACE FOR

6.00 METER DRIVEWAY

6000


AREA : 1117.25 SQ. MT.

1


AREA : 2147.23 SQ. MT.

2GREEN LAWN

15% MANDATORY GREENAREA : 537.12 SQ. MT.

4


AREA : 688.40 SQ. MT.

5


AREA : 710.94 SQ. MT.

6


AREA : 253.97 SQ. MT.3





6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY






6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY




6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY




6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

9.00 METER WIDE ROAD 9.00 METER WIDE ROAD



9.00

MET

ER W

IDE

ROAD

9.00

MET

ER W

IDE

ROAD

9.00

MET

ER W

IDE

ROAD

151.75 sq. mt.

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY


6.00 METER DRIVEWAY

100.020

TBM=100.0m

45746

35168

35195

72670 19928

28929

49920

8356111657

54143

114656

36104

18979

19559

18974

25115

141489

28553

57955

32284

11999

51787

20917

45619

99699

12000

12000

9000

9002

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

6.00 METER DRIVEWAY

COMMERCIALGROUND+2 FLOOR

GARBAGE76.00 sq. mt.b

1800

0

BLOCK-C3

9.00

MET

ER W

IDE

ROAD

GARBAGE

GR.+3 FLOOR

BLOCK-B1GR.+3 FLOOR

BLOCK-B2GR.+3 FLOOR

BLOCK-B3GR.+3 FLOOR

BLOCK-C1GR.+3 FLOOR

BLOCK-C2GR.+3 FLOOR

GR.+3 FLOOR

BLOCK-D1GR.+3 FLOOR

BLOCK-D2GR.+3 FLOOR

BLOCK-D3GR.+3 FLOOR

BLOCK-E1GR.+3 FLOOR

BLOCK-E2GR.+3 FLOOR

BLOCK-E3GR.+3 FLOOR

BLOCK-F3GR.+3 FLOOR

BLOCK-E4GR.+3 FLOOR

BLOCK-A1

BLOCK-A3GR.+3 FLOOR

COLLECTION BIN

GARBAGECOLLECTION BIN

40804

9000

9000

6000

6307

6078

6023

9000 6000

6000

72800 20210

51280

18850

62040

910773720

45210

6000

6114

9000

9943

9000

9475

9000

9000

6000

6000

9000

6835

19176

6000

6000

28645

68429

29229

27801

2476

2

1233

6

2WHEELER PARKING

9022

5

72800

44636

15000

36.00 METER W

IDE ROAD

N

W

E

S

SITE PLAN

BLOCK-F2GR.+3 FLOOR

BLOCK-F1GR.+3 FLOOR

6000 221317

82309

9676

9

SITE PLAN

DATE- 28/07/2016SCALE - NTS

DRAWN BY :

SHEET TITLE:

SHEET NO:

Architect:

L-11, HIMALAYA LEGAND, F.F., NYAY KHAND-1, INDIRAPURAM, GHAZIABAD

Email Id:[email protected],[email protected]

dpD+P ASSOCIATESarchitects,engineers,interior designers,landscape & vastu consult.D E S I G N E R S & P L A N N E R S

D E S I G N E R S

P L A N N E R S

ARCHITECT SIGNOWNER SIGN

OWNER:

PROJECT:

M o b i l e : 9 8 1 0 8 8 8 9 1 6 , 9 8 7 3 3 2 6 2 4 1

M/S.INPROSPER INFRASTRUCTURE LLP

LAND OWNER:MR. ANIL BANSAL & MRS. ANITA BANSAL

AREA STATEMENT SD-30

SUBMISSION DRG. FOR PROPOSED GROUPHOUSING SCHEME " NEW SAKET " UNDER

SAMAJWADI AWAS YOJNA, AT KHASRA NO. 419TO424,425K,426 & 426 / 1 AT VILLAGE ABDULLAPUR,

MEERUT (U.P.)

F:\2016\Landcraft\for mda submission\inal\area.jpg

F:\2016\Landcraft\for mda submission\inal\master plan.jpg

SITE ON MASTER PLAN 2021SITE ON KHASRA PLAN

45004500

GUARD ROOMENTRYEXIT

KHASRA NO. 426

KHASRA NO. 426PRO

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BY

AN

AU

TOD

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ED

UC

ATI

ON

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PRO

DU

CT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCTPR

OD

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ED B

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TOD

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NA

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

OBSERVATIONS REPLYenvironmentclearance.nic.in/writereaddata/Online/EDS/05...OBSERVATIONS REPLY Affordable Group Housing Scheme “New Saket” Under Samajwadi Awas Yojna At Village:

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