PROPOSED RESIDENTIAL CUM COMMERCIAL SCHEME C P NO. … · 2017-07-25 · supply department of Jabalpur Municipal Corporation. The total water demand works out to approximately 1928

JABALPUR DEVELOPMENT

AUTHORITY

PROPOSED RESIDENTIAL CUM COMMERCIAL SCHEME

NO. 65 AT VILLAGE BASHA, KACHNARI, MOHANIA &

GARHA OF JABALPUR DEVELOPMENT AUTHORITY,

JABALPUR, M.P.

CONCEPTUAL PLAN

ITHC/PRJ/17-18/EIA/88 IND TECH HOUSE CONSULT

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1. INTRODUCTION The proposed project is located at village Basha, Kachnari, Mohania & Garha of Jabalpur Development Authority,Jabalpur, M.P. The Land use of project site is residential cum commercial development as per approved Master Plan of Jabalpur Development Authority. The objective of the study is to carry out Environmental Impact Assessment (EIA) for the proposed project to meet the environmental compliance laid down by the Ministry of Environment and Forest (MoEF), Govt. of India. The scope of the study would be as per the EIA guidelines outlined by the MoEF for Area & township development project.

Fig. 1. Jabalpur Development Authority Master Plan

Project Site


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JABALPUR, M.P.

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2.0 PROJECT DETAILS The proposed project is planned on at Village Basha, Kachnari, Mohania & Garha of Jabalpur Development Authority, Jabalpur, M.P. on a total Plot area of 951621.33 sq m. Jabalpur Development Authority (JDA) prepared a Master Plan for Development of Residential Township at Village: Basha, Kachnari, Mohania & Garha, Jabalpur on 9,51,621.33 Sq. m. of Land designed to accommodate 22240 residential Nos. of population. The Land use of the project site is Residential and Commercial as per the Approved Master Plan of JDA. Out of 9,51,621.33 Sq. m. of Land, approx. 1,85,000 Sq. m. of Land is already acquired and balance land is in the process of acquisition which is likely to be completed by 31.03.2018. The scheme comprises of Plotted Colony and Group Housing Plots for all sections of society including Economic Weaker Section (EWS) & Low Income Group (LIG). The Township also provides Plots for Social Infrastructures like – Schools, Health Centre, Shopping, etc. as per the norms of JDA. JDA propose to develop Utilities, Services & Road Infrastructure only & sell the Residential Plots, Group Housing Plots & Social Infrastructure Plots to prospective eligible individuals/ agencies as per the norms of JDA. Allottees of Plots will construct buildings after obtaining Building Plan & other related approvals. The targeted date of completion of the project is 31.12.2021 . The salient features of the project are given in table: 1 below

Table1. Salient features of Proposed Project

S.

No. Description

Quantity Unit

GENERAL

1 Plot Area 951621.33 SQM

2 Area Under College & Railway Boundary 40000.00 SQM

3 Net Plot Area 911621.33 SQM

4 Proposed Built Up Area NIL SQM

5 Total no of Plotted Housing DU's 2166 NOS

6 Total no of Group Housing DU's 2318 NOS

7 Cost of Project 69 CR

8 Estimated Total Population of Entire Project Including

Group Housing Pockets 31198 PERSONS

9 Estimated Population of Plotted colony & Community

facilities (Residential-10830+4374 Floating) 15204 PERSONS


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JABALPUR, M.P.

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WATER

10 Total Water Requirement 1928.4 KLD

11 Waste water Generation 1389.2 KLD

RAIN WATER HARVESTING

12 No of RWH of Pits Proposed 2 NOS

13 Total Volume of Rain Water Harvesting Pits CUM

GREEN AREAS

14 Proposed Open & Green Area (10.52%) 95879.8 SQM

WASTE GENERATION

15 Municipal Solid Waste Generation 4.99 TPD

16 Quantity of E-Waste Generation- Kg/Day 39 KG/DAY

17 Quantity of Hazardous waste Generation 0.12 LTS/DAY

POWER

18 Total Power Requirement 14000 KVA

19 DG set backup 100 KVA

NOTE: Group Housing plots will have their own Waste collection/Treatment system,

Rain Water Harvesting system, Power Back up, UGT, Fire Fighting systems. Hence

not included in above calculations - PP of Gr housing pocket will obtain separate

environment Clearance for their projects.

3.0 CONNECTIVITY

The Project site is well connected to NH-7 and NH-37 A which are situated at 1.37Km west and 1.70 KM North direction from the project site. Almost all the surrounding and nearby areas are connected with network of roads. Jabalpur Railway Station is around 6.22 km in east direction. Google image showing location and connectivity of project site is as given below (Ref, fig.2


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JABALPUR, M.P.

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Fig 2: Project site Location on Google Image

Fig 3 10 Km Radius Map


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JABALPUR, M.P.

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4.0 PROJECT SURROUNDINGS

Project site at village Basha, Kachnari, Mohania & Garha of Jabalpur, M.P. Location coordinate of project site are 230 10’ 49.15”N and 790 53’ 07.79” E. The Project site is well connected to NH-7 and NH-37 A which are situated at 1.37Km west and 1.70 KM North direction from the project site. Almost all the surrounding and nearby areas are connected with network of roads. Jabalpur Railway Station is around 6.22 km in east direction and nearest airport is Jabalpur Airport at about 16.5 Km East. The details of site surroundings are given below in Table- 2.

Table-2: Site and Surrounding of the project Site

S. No. Particulars Details

1. Nearest National Highway NH 7 1.37 km N, NH 37A 1.70 km N

2. Nearest Railway Station Jabalpur Railway Station: 6.22 km, E

3. Nearest Airport Jabalpur Airport: 16.5 Km E

4. Nearest Town/ City Its in the vicinity of Jabalpur city

5. River Body Narmada River 7.10 km S

6. Hills/ Valleys Not within 10 km from the project site

7. Site Topography Plain

8. Archaeologically Important Site Nil

9. National Parks/ Wildlife Sanctuaries

Not within 10 km.

10. Delhi State Boundary Not within 10 km.

11. Seismicity The study area falls under Seismic Zone-III

5.0 OCCUPANCY DETAILS The total population of the project will be approx. 15204 persons including 10830 residents, 2172 Non residential & 2202 visitors/guests. Details of population are given below in Table -3.

Table -3 Population Detail

POPULATION

RESIDENTIAL DU'S POP/DU

TOTAL POPULATION

PLOTTED COLONY PLOTS/DU'S 2166 5 10830

TOTAL 10830

NON RESIDENTIAL

COMMUNITY HALL/COMMERCIAL (Employees etc. )

NURSERY SCHOOL 2626

657

PRIMARY SCHOOL

HIGHER SEC SCHOOL 4441 1110

CONVT SHOPPING 2389 239


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JABALPUR, M.P.

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HEALTH CENTRES 1722 50

COMMUNITY HALL 10

POLICE STN 815 82

FACILITY MANAGEMENT STAFF LS 25

TOTAL 2172

VISITORS

RESIDENTIAL 1083

CONVT SHOPPING & COMMUNITY HALL 792

SCHOOLS/COLLEGE 177

HEALTH CENTER 100

POLICE STATION 50

TOTAL VISITORS 2202

TOTAL POPULATION 15204

6.0 WATER DEMAND 6.1 Water supply & source

The water supply for the project during operation phase will be sourced from water supply department of Jabalpur Municipal Corporation. The total water demand works out to approximately 1928 KLD. Details of daily water requirement, waste water generation & reuse of treated water are given below in Table 4 and water balance diagram is given in Figure-5. Below.

Table 4: Calculations for Daily Water Demand for the Project

SN Particulars Water Demand (KLD)

1 Total Water Demand 1928

2 Fresh Water Requirement 1928

3 Total Waste water Generation 1389

4 Water Used for Flushing 574

5 Water used for Landscaping 336


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JABALPUR, M.P.

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Water balance is given below:-

Fig 5: Water Balance Diagram for the Project

7.0 SEWAGE GENERATION

Construction phase: Quantity of sewage generated during the construction phase will be negligible and proper management will be done by providing mobile toilets. Septic tank & soak pit will be provided on site for treatment. Operational Phase: Sewage generated during operation phase would be approx 1389 KLD.

8.0 WASTE GENERATION, COLLECTION, TRANSPORT AND DISPOSAL

Solid waste would be generated both during the construction as well as during the operation phase. The solid waste expected to be generated during the construction phase will comprise of used bags, bricks, concrete, tiles, wood etc. T

Waste generation during Operation Phase During operation phase municipal solid waste would be generated from the project. The quantification of different type of waste likely to be generated are given below in table:5 below

Table 5: Quantity of Waste Generation during operation phase

WASTE GENERATION Total Waste Generation 4.99 TPD

Organic Waste Generation 2.99 TPD

E- Waste Generation 38.6 KG/Day


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JABALPUR, M.P.

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Hazardous Waste Generation (DG Waste Oil)

0.12 Lts/ Day

(Source: The solid waste generation has been calculated @ 0.5 kg per capita per day basis ad per guideline of (CPHEEO) manual.) Following arrangements will be made at the site in accordance to Municipal Solid Wastes (Management and Handling) Rules, 2016

� Collection and Segregation of waste

1. A door to door collection system will be adopted for collection of domestic waste

in colored bins from household units. 2. Biodegradable & non biodegradable waste shall be separately collected to

ensure segregation at source. 3. For commercial occupancy, adequate number of colored bins separate for Bio-

degradable and Non Bio-degradable will be placed at planned location. 4. Litter bin will also be provided in open areas like parks etc. Treatment of Bio-Degradable wastes Biodegradable /Organic and Horticultural Waste would be treated in Organic Waste Converter installed at site. Generated compost would be used as manure for horticulture development. Non Biodegradable waste Recyclables, such as plastic, rubber, wood pieces, glass etc will be segregated from non biodegradable waste & sold to authorize vendors for recycling & remaining inert waste shall be sent to land fill site through authorized vendor as per the guidelines of Municipal Solid Wastes (Management and Handling) Rules, 2016.

9.0 POWER REQUIREMENT DETAILS The power supply shall be supplied by Purva Kshetra Vidyut Vitran Company Ltd. The estimated electrical demand load & proposed power back to be used during power failure shall be as per details given in Table:6 below.

Table: 6 Power & DG detail

POWER Total Power Requirement 14000 KW

DG set backup 100 KVA

9.1 BACKUP POWER DETAILS

There is a provision of 100 KVA DG set for power back up in the Project. The DG set will be equipped with acoustic enclosure to minimize noise generation and adequate stack height for proper dispersion.


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JABALPUR, M.P.

CONCEPTUAL PLAN


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10.0 STORM WATER DRAINAGE & RAIN WATER HARVESTING SYSTEM A network of covered/underground storm water drain will be developed to collect rain water runoff from roof tops, hard & soft areas – roads, paths, parking & open areas, vegetated surfaces planned on the ground. Strom water would be channelized to rain water harvesting structure designed to charge the rain water to ground water aquifer. The storm water will pass through the desilting chamber/oil& grease separator before finally discharging to percolation tank. Design details of Rain Water Harvesting structure are given in the table 7 & Figure 8 below

Table 7: Calculations for storm water Harvesting Potential

RAIN WATER HARVESTING

PARTICULARS ROAD/PAVEMENT/PARKING

AREAS GREEN AREA

Area (Sq.m.) 323237.10 95879.81

Runoff coefficient 0.7 0.2

Rainfall (m) 1.2684 1.2684 Harvesting potential (cu.m.) 286995.7563 24322.7902 Net water availability and potential for recharge (cu.m.) per year (considering 20% losses)

249054.8

Table 8: Calculations for Rain water Harvesting Pit Design

Rain Water Harvesting Pit Design

Particulars Values Unit

Peak hourly rate taken @ 60 mm/hr for one hour duration

14726.52 CUM

Peak hourly rate taken @ 60 mm/hr for 15 min duration

3681.63 CUM

Volume of recharge pit 28.5 CUM

No. of recharge pit required 129.18 No.

Proposed No of Recharge Pits 130 No.


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Total of 130 Rain Water Harvesting pits are planed rain water recharge within the project premises.

Figure-6: A typical Recharge pit

11.0 LANDSCAPE & SHELTERBELT DEVELOPMENT

Total green area measures 95879 m2 i.e. 10.52% of the net plot area. Approx. 50% of area would be used for peripherial tree plantation, road side plantation & remaining area would be used for plantation of shrubs, lawn, and ground cover. There are several trees which will be planted along the sides of the Project boundary. For tree plantation preference will be given to local tree with large leafs & dense foliage for shading & reduction of air & noise pollution. The plant species would be selected from the list given below:


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JABALPUR, M.P.

CONCEPTUAL PLAN


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THE LIST OF PLANT SPECIES LIKELY TO BE PLANTED

SN Botanical Name Common Name

1 Ficus Infectoria Pakur

2 Delonix regia Gulmohur

3 Cassia fistula Amaltas

4 Azadirachtha Indica Neem

5 Peltophorum ferrugineum Copper pod

6 Ficus retusa Usha

7 Alstonia Scholaris Scholar tree

8 Thespesia populnea Paras Pipal

9 Churasia tabularis Chukrasia

10 Anthocephalus cadamba Kadamba

11 Jacaranda mimosifolia Jacaranda

12 Mimusops Elengi Maulsari

13 Plumeria alba Temple tree

14 Terminalia arjuna Arjuna

15 Bauhinea Variegata Kachnar

16 Sarca indica Ashoka

17 Silver oak Grevillea Robusta

18 Semal Bombax Ceiba

19 Pilkhan Ficus

12.0 PARKING FACILITIES

For smooth circulation & reduction of pollution separate entry & exits with gates of adequate sizes are planned for the vehicles & also for the movement of fire engine. Provision for car/vehicle parking is planned. Apart from peripheral roads for vehicular movement internal roads/pavements are planned for traffic free movement of pedestrians.

13.0 Risk and Hazards 13.1 Seismicity

Based on the tectonic features and records of earthquake, a Seismic Zoning map has been developed for the country by Bureau of Indian Standard (BIS). The area under study falls in Seismic Zone-III. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structures. The structural design shall be vetted by the agency nominated by local body. Earthquake resistant construction techniques will also be used.

13.2 Emergency Lighting

The emergency lights operated on battery power would be provided at appropriate locations.

13.3 Fire Safety

The owner of the plot sold by JDA shall be responsible for Fire Clearance and shall


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made arrangements for fire safety in proposed sector 7, 8 & 9.

14.0 ENVIRONMENTAL POLLUTION MITIGATION MEASURES 14.1 Air Pollution

Increased traffic generation due to project is not going to cause significant increase in atmospheric concentration of gases and will not result in heat island formation as adequate landscaping has been provided. Mitigation Measures for Air Pollution during Construction Stage Air quality around the project site will be impacted during construction stage. Various construction activities especially related to handling of loose material are likely to generate fugitive dust that will affect the air quality of the surrounding area of the project site. To minimize such impacts following measures has been proposed:

� All the loose material either stacked or transported will be provided with suitable

covering such as tarpaulin, etc. � Water sprinkling shall be done at the locations where dust generation is

anticipated. � To minimize the occupational health hazard, proper personal protective gears i.e.

mask shall be provided to the workers who are engaged in dust generation activity.

Mitigation Measures for Air Pollution during Operational Stage Operation of DG Sets is the only source of air pollution during operational phase. Sufficient stack height will be provided for proper dispersion of pollutants. Also, it is proposed to minimize air pollution by providing plantation as buffer on the periphery of the project site and on the open spaces. An area of 95879.8m2 i.e. 10.52% of the net plot area has been kept for green development & plantation purposes.

14.2 Water Pollution

The source of water pollution during construction and operation phase is due to waste water generated from toilets and washing.

14.3 Noise Environment

It is envisaged that within the site there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the sides of internal roads, on the open spaces inside and around the periphery of whole complex. Proper maintenance of the internal roads will also be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.


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Mitigation Measures for Noise Pollution during Construction Stage During the construction stage, expected noise levels shall be in the range of 80-85 dB (A) which will decrease with increase in distance as per the Inverse Square Law. Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, ear muff / ear plug shall be given to the workers operating machinery. Use of such machinery shall not be allowed during night hour. Careful planning of machinery operation and scheduling of operations shall be done to minimize such impact. Mitigation Measures for Noise Pollution during Operation Stage It is envisaged that there shall be maximum movement of light motor vehicles like cars and 2-wheelers which will lead to some increase in noise levels. It is proposed to minimize the noise levels by providing plantation as buffer on the open spaces and around the periphery of whole complex. Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns and follow the emission standards fixed by Government Authorities. DG sets will be kept in the acoustic chamber and ambient noise will be within the CPCB standard limits.

15.0 CONSTRUCTION MATERIALS

The following construction materials are required for residential construction;

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Fly Ash 6. Bricks

7. Pavors 8. Conc, CI, GI, CPVC, UPVC pipes .

16.0 LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper (ii) Concrete mixer with hopper (iii)Concrete Batching Plant (iv) Cranes (v) Concrete pressure pumps (vi) Mobile transit mixer

Documents

PROPOSED RESIDENTIAL CUM COMMERCIAL SCHEME C P NO. … · 2017-07-25 · supply department of Jabalpur Municipal Corporation. The total water demand works out to approximately 1928