44
rain water to be detailed. (xvi) Calculation on sizing of solar water heating systems to be furnished. (xvii) A backup arrangement of at least 50% solar powered systems connected to the grid
and at least two solar powered lights and one solar powered fan in each flat (xviii) A management plan for excavation and dewatering to ensure compliance to the
CGWA guidelines and regulation. (xix) Solid waste management plan alongwith area earmarked for solid waste management
scheme. (xx) Management of excavated soil. Pollution control measures to be taken to control
fugitive emission during construction phase including marble /stone cutting. (xxi) Details energy conservation measures to be taken. taken (all points mentioned in the
proposal such as orientation to support reduced heat gain, use of ASHRAE 90.1, use of ECBC compliant envelope measures to be supported through drawings and details in the proposal
The proposal was deferred till the desired information is submitted. The above information shall be provided with the uploading of minutes on the website.
11.3.18. Residential Development With Convenient Shopping at Plot B,S.no 393/2B+2A/1,Village-Talegaon Dabhade Maharashtra by M/s Naiknavare Real Estate LLP – Environmental Clearance - [F.No.21-37/2016-IA-III] M/s Naiknavare Real Estate LLP has proposed for Residential Development with Convenient Shopping at Plot B, S. no. 393/2B+2A/1,Village-Talegaon Dabhade, Tal- Maval, District Pune, Maharashtra. Total Plot Area is 11071.35 Sq.mt. Built-up Area is 33,600.19 Sq.mt. Configuration of Building is as given below: Residential :
Type Configuration Tenements Height (m)
A P1+P2+12 138 38.02
B P1+P2+12 138 38.02
C P1+P2+12 144 39.3
Commercial :
Sr. no Configuration Shops Height (m)
A+B Ground 24 3
Parking facility for 247 Four wheelers and 508 two wheelers is proposed to be provided against the requirement of 54 and 508 respectively (according to local norms). During construction phase, total water requirement is expected to be 4KLD which will be met by water from Potable water tankers. During the construction phase, soak pits and septic tanks will be provided for disposal of waste water. During operation phase, total water requirement will be 294 m3/day. Out of which, fresh water requirement from Talegaon Dabhade Nagarparishad will be 190 m3/day and remaining water requirement ( 96m3/day) will be met from recycled/ treated effluent. Excess treated effluent will be discharged into existing sewer line. Sewage (257 m3/day) will be treated in the STP. Treated sewage will be recycled for flushing and horticulture purpose. Solid waste generation will be 973 kg/day. out of which, quantity of biodegradable solid waste is 601 kg/day and non-biodegradable waste is 372 kg/day. biodegradable waste will be treated in mechanized
composting unit. 4 nos of recharge pits of size 2 m x 0.9 m x 2 m(1 m filter media) will be proposed. The total power requirement during construction phase is 25 KVA and will be met from MSEDCL and total power requirement during operation phase is 1200 kW and will be met from MSEDCL. After detailed deliberation, the Committee sought following additional information:
(i) Status of application of the project proposal in SEIAA, Maharashtra. (ii) Copy of application submitted for clearance from NBWL (iii) Present landuse of the proposed project site. (iv) Pl confirm whether site is not located on the wet land. (v) Details of waterbodies located within 10 km distance to be furnished. (vi) Cost of project as well as capital cost and recurring cost per annum for implementing
EMP to be provided. (vii) Commitment that shops and other establishments in residential blocks with have to
conform to residential area norms in terms of noise pollution and vehicular movements and shall not create a nuisance for residents of the Blocks.
(viii) Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste handling area, rain water harvesting structure, etc. in different colour to be furnished.
(ix) Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan. Highlight the fire tender pathway.
(x) Details of source of water supply alongwith permission to be submitted. (xi) Excess treated sewage disposal plan/scheme to be submitted. (xii) Assessment of ground level concentration of pollutants due to DG set (1 x 125 KVA). (xiii) Effort shall be made to reduce capacity of DG set and remaining standby power shall
be met from solar energy. (xiv) Treatment scheme for sewage and its recycling mode. (xv) Advantage of proposed sewage treatment plant vis a vis conventional sewage
treatment plant. Commitment shall be provided for meeting the design standards of treatment plant.
(xvi) Details of rain water harvesting system to be furnished. Clarity on recharge pits, storage systems for rain water and use of appropriate filtration system for collected rain water to be detailed.
(xvii) Calculation on sizing of solar water heating systems to be furnished. (xviii) A backup arrangement of at least 50% solar powered systems connected to the grid
and at least two solar powered lights and one solar powered fan in each flat (xix) A management plan for excavation and dewatering to ensure compliance to the
CGWA guidelines and regulation. (xx) Solid waste management plan alongwith area earmarked for solid waste management
scheme. (xxi) Management of excavated soil. Pollution control measures to be taken to control
fugitive emission during construction phase including marble /stone cutting. (xxii) Details energy conservation measures to be taken. taken (all points mentioned in the
proposal such as orientation to support reduced heat gain, use of ASHRAE 90.1, use of ECBC compliant envelope measures to be supported through drawings and details in the proposal
The proposal was deferred till the desired information is submitted. The above information shall
be provided with the uploading of minutes on the website.
Point wise compliance to points raised during
11th Expert Appraisal Committee – (Infra-2)
For
“Neelaya”
“Residential development with convenient shopping” Item no 11.3.18
File no 21-37/2016-IA-III
At
Plot B S. Nos 393/1+393/2 Village-Talegoan Dabhade,
Tehsil- Maval, Dist.-Pune State -Maharashtra.
By
M/s Naiknavare Real Estate LLP
Point no 1 Status of application of the project proposal in SEIAA, Maharashtra Reply This is a fresh application for Environment Clearance uploaded on MoEF & CC portal. No application was made at SEAC/ SEIAA Maharashtra for this proposed residential project with convenient shopping. Point no 2 Copy of application submitted for clearance from NBWL Reply The project does not fall within 10 km of any sanctuary, National Parks, eco sensitive zone, etc. So clearance from NBWL is not required. Toposheet for the same is enclosed as Enclosure-1 Point no 3 Present land use of the proposed project site.
Reply Presently the land is an open land under the residential zone as per the Regional plan. Copy of regional plan is enclosed as Enclosure-2 Point no 4 Please confirm whether site is not located on the wet land. Reply Site is not located on the wetland. Regional plan, Google Image and Toposheet confirming the same is enclosed as Enclosure -1 and Enclosure- 3 respectively. Point no 5 Details of water bodies located within 10 km distance to be furnished. Reply Details of water bodies located within 10 km distance are listed in the table given below;
Sr.no Water body Aerial distance (in
km) from Plot boundary
1 Indrayani River 2.65
2 Talegaon Lake 2.00 3 Dehuroad Lake 9.50
4 Sawraj Nagar Lake (Talegaon Dabhade)
0.25
5 Jadhavwadi Dam 8.00
6 Adhale Reservoir Lake 8.25
7 Pavana River 2.60
8 Pusne Dam 10.80
9 Kusgaon Lake 10.70
10 Andra Lake 7.20
11 Vadgaon War Lake 3.80
12 Urse Lake 3.40 Toposheet/Google Image indicating the same are enclosed as Enclosure-4 and Enclosure-5 respectively Point no 6 Cost of project as well as capital cost and recurring cost per annum for implementing EMP to be provided. Reply Cost of the projected is estimated to be 5.64 crores. Capital cost/annum for implementing EMP is 186.47 lakhs whereas recurring cost will be 14.91 Lakhs/annum
Point no 7 Commitment that shops and other establishments in residential blocks with have to conform to residential area norms in terms of noise pollution and vehicular movements and shall not create a nuisance for residents of the Blocks. Reply We have proposed 24 no of convenient shops on the ground floor of bldg A and B. No noise generating activities are expected to take place from the convenient shops. We have segregated the parking for residential and commercial users. Commitment stating that shops and other establishments in residential blocks with have to conform to residential area norms in terms of noise pollution and vehicular movements and shall not create a nuisance for residents of the Blocks is attached as Enclosure-6
Point no 8 Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste handling area, rain water harvesting structure, etc. in different colour to be furnished. Reply
Layout plan indicating road, greenbelt, drainage, sewer line, STP, solid waste handling area, rain water harvesting structure, etc. in different colour is enclosed as Enclosure-7. Point no 9 Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan. Highlight the fire tender pathway Reply Layout of parking plan indicating entry and exit points of vehicular movement as well as traffic management plan with highlighted fire tender pathway is enclosed as Enclosure-8
Point no 10 Details of source of water supply along with permission to be submitted. Reply Source of water supply for this proposed residential project with convenient shopping is from Talegaon Dabhade Nagarparishad. We have obtained the water supply NOC from Talegaon Dabhade Nagarparishad dated 17.11.2016. Same is enclosed as Enclosure-9
Point no 11 Excess treated sewage disposal plan/scheme to be submitted. Reply Water requirement for the project during non-monsoon.
All quantities are in m3/day
Excess treated sewage disposal plan:
Total sewage generated is 257 m3/day which will be treated in the STP of capacity 260 m3.After
treatment water available for reuse is 231 m3/day that will be reused for flushing (96 m3/day)
and gardening (8 m3/day) respectively. Remaining 127 m3/day will be supplied to National
Institute of Post Harvest Technology (NIPHT’s) Horticulture Training Centre.
Point no 12
Assessment of ground level concentration of pollutants due to DG set (1 x 82.5 KVA).
Reply
Generators set emissions were below model acceptable levels. Hence ground level concentrations cannot be generated. In turn the emissions were well within prescribed limits
Point no 13 Effort shall be made to reduce capacity of DG set and remaining standby power shall be met from solar energy. Reply We are reducing capacity of proposed 125 KVA DG set to 82.5 KVA by reducing common load. We are going to install on grid type solar PV (without battery) and not storing the same, hence it is not possible to get standby power from on grid solar PV at evening, night and early morning time. Hence we propose to reduce capacity by reducing some common load only.
Point no 14 Treatment scheme for sewage and its recycling mode. Reply Sewage generated from the proposed project will be treated in the STP of capacity 260 KL. The technology is named as PHYTORID. The components of PHYTORID System are given as follows
Technical details are enclosed as Enclosure-10
Point no 15
Advantage of proposed sewage treatment plant vis a vis conventional sewage treatment plant. Commitment shall be provided for meeting the design standards of treatment plant. Reply Advantage of proposed sewage treatment plant vis a vis conventional sewage treatment plant is given in the table below; Sr.no PHYTORID STP SYSTEM CONVENTIONAL STP SYSTEM
1
It is a very cost effective technology when compared with the traditional wastewater treatment methods. Running cost is Rs.7.50 per Cum.
It is a not cost effective technology when compared with the Phytorid wastewater treatment methods. Running cost is Rs. 11.00 per Cum.
2
Treatment efficiencies for the removal of fecal coliforms, BOD, COD, nutrients are up to 80%, which is greater than the traditional chemical methods.
Needs online chemical dosing for removal of fecal coliforms, BOD & COD.
3
Since it utilizes natural vegetation and rhizosphere microorganisms, it is ecofriendly method of treating sewage
Sludge digesion has to be made in standard environment. To maintain the environment artificial aeration is required.
4 An important factor to be considered is the aesthetic improvement that is provided by this methodology
Mostly it is located under ground as well as remote location where movement is less.
5 The system can be accommodated in any suitable place and design matching the landscape and garden.
The system is comprises many pumps which leads minimum space required for tanks.
6 The system can be used in nodes to avoid pumping of waste water in case of uneven areas.
Pumps gives easy option to design the system but it is totally depend on pumps.
7 Phytorid technology can be designed in decentralized manner for large projects.
Cannot be designed in decentralized manner.
8 Negligible maintenance cost. Maintenance cost is high because of pumps
9 Aesthetically Designed Has to be underground or at remote place.
10 Reduction in transformer load Transformer load is high as compare to
Phytorid system.
11 Self sustainable unit:- No need to add Bio-Culture frequently No Chemicals required
Need frequently culture, chemical dosing & aeration is mandatory.
12 No Skilled Labour / Operator Required Skilled pump operator required.
13 Low coordination with different agencies (for STP) like cable supplier / panel mfg.
Manual interference is less except the ozonation system.
Commitment shall be provided for meeting the design standards of treatment plant will be
submitted.
Point No 16 Details of rain water harvesting system to be furnished. Clarity on recharge pits, storage systems for rain water and use of appropriate filtration system for collected rain water to be detailed. Reply The storm water collected from the site shall be recharged through 04 Nos. of recharge pits with size 2 m x 0.9 m x 2 m (1 m filter media). Overflow of the same shall be connected to the network of internal storm water drainage pipe and chambers. We have not proposed storage of the rain water. Layout indicating the locations and connectivity to the external storm water drain is enclosed as Enclosure-11
Point No 17
Calculation on sizing of solar water heating systems to be furnished
Reply
It is proposed to provide solar water heating system for catering needs of hot water of the occupants. For E.C. the hot water requirement has been worked out on the basis of 70 lit. /day / Flat for the hot water available @ 60 deg C. The capacities required for each building would be as follows:
Sr. No Bldg. No. of Flats
Solar System Cap. lit/
day
No. of panels
required
No. of panels
required
PHASE-1
1 A-Type 138 9660 77.28 SAY 77
2 B-Type 138 9660 77.28 SAY 77
3 C-Type 144 10080 80.64 SAY 81
Total 420 29400 235.2 235
These systems will have to be installed on terrace, in shadow free space, facing south. The supply for cold water will be taken from the proposed over head tank. The systems would be either thermosyphon type or Forced Circulation as per location of panels. The Solar tanks will be installed on Terrace area of building considering equal load distribution on R.C.C slab. For thermosyphon system maintenance cost is negligible. Only cleaning and dusting of panels is required.
But the success of providing solar water heating system will depend upon the shadowless area i.e. made available at Terrace Level per building.
Point no 18 A backup arrangement of at least 50% solar powered systems connected to the grid and at least two solar powered lights and one solar powered fan in each flat
Reply We have calculated total shadow free space available on terrace after locating solar water heating system, It is possible to install 10 KW Solar PV on grid system on available space. We are ready to install the same.
Point no 19 A management plan for excavation and dewatering to ensure compliance to the CGWA guidelines and regulation. Reply Management of excavated soil is given in the table below; • Building out to out dimension 42.28 m x 20.35 m, so considering 1.5m extra margin for both
the sides excavated area dimension will be 45.28 m x 23.35 m • For 3 Nos. of bldg. consider excavation depth will be 1.5 m • So net excavation qty. of 3 bldg. :- 3 x (45.28 x 23.35) x 1.5 = 4757 Cum Say 4800 Cum • Consider 20% of top soil from total excavated qty. = 4800 X 20% =960 Cum • Open Space area :- 1108.38 m2 • As per contour layout existing OGL for open space area is 93.5 • As per Master layout finish level of open space area is 96.00, so there will be 2.5 m filling • We will be use excavated qty. of soil i.e. 960 Cum for landscaping work. • All remaining qty of excavated material i.e. (4800-960) =3840 Cum will be use for plinth
refilling and road formation work. No basement is proposed for the project. As per the hydrogeology report water table at the project site is 15 to 30 m BGL so, there is no ingress of water anticipated during foundation of building. Hence permission of CGWA is not required. Point no 20 Solid waste management plan along with area earmarked for solid waste management scheme. Reply We have enclosed solid waste management plan as enclosure-12 Area allocated for waste management facility on site is 69 m2 Layout indicating the area earmarked for solid waste management scheme is given herewith.
SOLID WASTE MANAGEMENT FACILITY LAYOUT
Point no 21 Management of excavated soil. Pollution control measures to be taken to control fugitive emission during construction phase including marble /stone cutting. Reply Management of excavated soil is given in the table below; • Building out to out dimension 42.28 m x 20.35 m, so considering 1.5m extra margin for both
the sides excavated area dimension will be 45.28 m x 23.35 m • For 3 Nos. of bldg. consider excavation depth will be 1.5 m • So net excavation qty. of 3 bldg. :- 3 x (45.28 x 23.35) x 1.5 = 4757 Cum Say 4800 Cum • Consider 20% of top soil from total excavated qty. = 4800 X 20% =960 Cum • Open Space area :- 1108.38 m2 • As per contour layout existing OGL for open space area is 93.5 • As per Master layout finish level of open space area is 96.00, so there will be 2.5 m filling
• We will be use excavated qty. of soil i.e. 960 Cum for landscaping work. • All remaining qty of excavated material i.e. (4800-960) =3840 Cum will be use for plinth
refilling & road formation work. Pollution control measures to be taken to control fugitive emission during construction phase are listed as follows; • Site barricades will be provided along with the tree planting at the site boundary; • Excavation and transport will be done during off peak hours along with material loading from
site minimize to about 15-20mins; • During windy conditions, dust suppression measures will be adopted (dampening with water,
tire washing facility at the entrance of the project site, etc.; • The vehicles hired for transportation of material and labor shall have PUC certificate in order to
reduce air emissions; • Dust covers will be provided on trucks used for transportation of materials prone to fugitive
dust emissions; • If small volumes of concrete are to be mixed (manually), mixing is to be undertaken on a hard
surface covered in plastic sheeting so that concrete waste and runoff can be contained; • Traffic Management - vehicular movement to be regulated with proper parking facility and
internal road system; • The generators used on the site for energy backup will be CPCB norms complied for air
emissions. There will be no marble/stone-cutting on site. If required, pre-cut materials will be purchased from vendors.
Point no 22
Details energy conservation measures to be taken (all points mentioned in the proposal such as
orientation to support reduced heat gain, use of ASHRAE 90.1, use of ECBC compliant
envelope measures to be supported through drawings and details in the proposal.
Reply
Details energy conservation measures taken are given below as follows;
Energy Saving Percentage;
ECBC Compliance;
Section Requirement Compliance
4-3-1
Roof assembly U factor to be max 0.261w/m² °C
Complies
This is a Non AC residential Building, Roof U factor– 3.72 w/m² °C
Six to nine inches of brick coba which provides insulation and Broken Ceramic tile is used on roof top terraces will help reduce solar heat gain/reflect heat but does not meet the level of insulation expected for 24hrs AC building like BPO in ECBC.
4-3-3 Vertical fenestration Max U factor to be
3.30 w/m² °C
Complied DGU Glazing providing at Vertical fenestration DGU U Factor – 1.81 w/m² °C
4-3-3 Vertical fenestration SHGC to be
maximum 0.25
Complied DGU Glazing providing at Vertical fenestration
4-3-3 Minimum visible transmission to be 0.20 for 0.4 WWR.
Complied DGU glazing with High Visual light transmittance and decent thermal control chosen
5-2-2 Minimum Equipment
efficiencies for Air conditioning
Complies , as per IS 1391
The A.C.in the flat is not provided by the proponent.
The minimum efficiency of the A.C. available in the market is above 90-95 % for Star Rated AC’s
5-2-2 Equipment efficiency standards
Complies Complies
6-2-1 Solar Water Heating Complies as per IS 13129 Part(1&2)
We are providing 70 LPD per flat solar water heating system.
7-2-1 Lighting control Complies Automatic control device, astronomical time switch providing for common lights.
8-2-1 Transformers Complies Providing good efficiency Transformers with low losses.
8-2-2 Energy efficient motors
Complies Providing good efficiency motors.
8-2-4 Check metering &monitoring
Complies Electrical metering providing for record energy.
21
G.H. NAIKNAVARE
SHIVAJINAGAR ,PUNE-5
1204/4 GHOLE ROAD,
PROJECT
SCALE DATEDRG.NO.
NTS 24.1.1721
AT TALEGAON DABHADE,TAL-MAVAL,DIST-PUNE
ON S.NO.393/2B+2A/1PROPOSED RESIDENTIAL SCHEME
FIRE TENDER MOVEMENT/REFUSE AREA LAYOUT
FIRE TENDER MOVEMENT/ REFUSE AREA LAYOUT
Technical Proposal
Designing & Implementation of a Sewage
Treatment Plant Using Phytorid Technology
(Capacity 1,60,000 Ltr/day)
At
Moshi, Pune
Phytorid technology for Wastewater Treatment
1.0 INTRODUCTION Sewage is being carried out from drainage systems and open channels (nallah) for
past several decades in any urban settlement. These nallahs also serves as
channels for storm water run-off. Most of the nallahs discharge into the rivers. On
one side due to increasing population the discharge into the rivers/lakes is ever
increasing and on the other side a lot of water being thrown as sewage through
nallahs. This water can be seen as untapped resource if a suitable treatment method
is used for cleaning of nallah water to a quality which can be used for non-potable
applications. Ultimately, cleaning of water bodies and availability of water can be
achieved.
In order to make the method feasible selection of technology for sewage treatment
should be on criteria such as plant which works without electricity, require minimum
maintenance and most importantly, the technology should be self-sustainable.
National Environmental Engineering Research Institute (NEERI), Nagpur have
developed a novel technology based on natural method of treatment of sewage using
constructed wetlands. The technology is named as PHYTORID and is well patented
nationally and internationally.
Use of plant species along with their root system along with the natural attenuation
processes can be combined together to get the Phytorid Technology. It is one such
technological solution, which can be easily implemented in cities as well as in rural
areas for treatment of wastewater. The system is based on use of specific plants
normally found in natural reed with filtration and treatment capability. This system can
be utilized for a wide variety of applications. It can be used for secondary and tertiary
treatment of municipal wastewater, sludge management, treatment of industrial or
agricultural effluent as well as for the treatment of landfill leachates.
PHYTORID technology is developed by NEERI for sewage treatment. NEERI is a
government research institute under Council of Scientific and Industrial Research.
This is one of the most reputed laboratories for environmental research and
consultancy. This technology has world patent to its credit. The national
environmental policy recommends use of constructed wetland systems for efficient
sewage treatment.
Phytorid technology for Wastewater Treatment
2.0 SIMPLE SOLUTION FOR SEWAGE TREATMENT The main objective of the proposed project is to provide a simple, feasible, practically
sound, eco-friendly, maintenance free and cost-effective technology, which can
handle the sewage waste water treatment leading to reuse of treated water for
purposes like gardening.
PHYTORID is a scientifically developed systematic treatment methodology for waste water. � PHYTORID combines Physical, Biological and Chemical processes. � Works on gravity � No electric power requirement � Scalable technology � Easy to maintain � Adds to aesthetics � Cost effective
3.0 TYPICAL DESIGN FEATURES
The general concept design for the Phytorid system is presented in Figure 1.
However, the design may be further modified as per specifications and land
availability. The schematic also depicts modular concept of combining beds into
series or parallel configurations, particularly for higher capacity treatment plants.
The sub-surface flow type, Phytorid system is proposed for the treatment of sewage
or domestic wastewater which will consists of a basin or a channel with a barrier to
prevent seepage, but the systems/ cells/ beds contain a suitable depth of porous
media. A primary treatment facility would also be constructed along with basic for
effective removal of solids and thus reduces the marginal BOD.
Phytorid technology for Wastewater Treatment
The porous media also supports the root structure of emergent vegetation. The
design of the Phytorid system assumes that the water level in the cells will remain
below the top of the filter media.
Figure.1: Cross Sectional View of Phytorid System
The vegetation to be utilized for the said Phytorid system is very important. Various
species of aquatic plants have been utilized to attain maximum efficiency in the
treatment of domestic wastes. These include species like Phramites australis,
Phalaris arundinacea, Glyceria maxima, Typha spp., Scirpus spp., other common
grasses etc.
In a plant for treatment of nallah water it is proposed to lift the sewage to Phytorid
system using a pump and then treated water is either used for gardening or can be
discharge into nallah at the downstream. However in case of the actual plant the
flows to and from Phytorid will be managed by gravity.
4.0 ADVANTAGES OF PHYTORID TECHNOLOGY � Treatment efficiencies for the removal of faecal coliforms, BOD, COD, nutrients
are up to 80%, which is greater than the traditional chemical methods.
� It is a very cost effective technology when compared with the traditional
wastewater treatment methods.
Bed
Sectional View Plan
Next
Inlet
Outlet
Parallel System
Series System Combined
Phytorid technology for Wastewater Treatment
� Since it utilizes natural vegetation and rhizosphere microorganisms, it is eco-
friendly method of treating sewage.
� An important factor to be considered is the aesthetic improvement that is
provided by this methodology.
� No mosquitoes and odour nuisance
� The treated water can be used for enhancement of environmental architecture
such as roadside fountains.
� The quality of treated water is comparable to irrigation standards
5.0 METHODOLOGY The treatment process consists of primary treatment plant followed by Phytorid
treatment system. The hydraulic loading shall be started with 40% capacity in the
beginning till the time of acclimatization of the plants to the hydraulic load and shall
be later increased to 100%. The further loading and efficiency shall be monitored to
establish how much more of either hydraulic or BOD load can be effectively used.
This would entirely depend upon the variation in the sewage characteristics used for
treatment.
6.0 LAND AREA REQUIREMENTS The total area required for sewage treatment plant for a capacity of 100 m3/day is
approximately 180 m2. The area includes area requirements for phytorid bed. The
phytorid bed on nallah will be constructed at the space available and avoiding flood
levels during mansoon period.
7.0 TREATMENT EFFICIENCIES Phytorid system being natural method, the final efficiencies as indicated in Table 1,
will be achieved after the system is stabilized which may require a period of 6 months
after commissioning.
Table 1: Performance of PHYTORID for urban waste Pollutant Performance (% removal) Total suspended solids 75 – 95 Biochemical oxygen demand 70 – 80 Chemical oxygen demand 60 – 75 Total nitrogen 60 – 70 Phosphate 50 – 60 Fecal coliform 85 – 95
Phytorid technology for Wastewater Treatment
8.0 OPERATION AND MAINTENANCE This technology is natural system; as a result operation is mostly passive and
requires little operator intervention. Requirement for area can change on various
factors such as load (kg BOD/day), ambient temperature, topography of the region,
flow characteristics, etc. Maintaining uniform flow across the Phytorid system through
inlet and outlet adjustment is extremely important to achieve the expected treatment
performance. Sampling of inlet and outlet will be carried out for a period of 3 months
every fortnight after stabilization of the treatment systems for first one year.
(A) Construction Phase
SOLID WASTE MANAGEMENT
Sr. no Particulars Responsible Care
1 Debris, Waste Concrete, Waste Plaster
Remove every week or reuse for backfilling & road makingWaste Plaster road making.
2 Food waste Composting
Sr. no Item Quantity Reuse/Recycle
1 Excavated Soil 4800m3 Formation and Filling of Road and garden top soil ‐within plot (RG area)
2 Top soil 960m3Used for Landscaping work2 Top soil Used for Landscaping work.
2 Murum/rock 3840 m3 Used for plinth refilling & road formation
2 Reinforcement 27477 Kg 21477 Kg used for road network & plinth6000 Kg sold to Scrap vendor
CONSTRUCTION WASTE MANAGEMENT PLANReuse/Recycle/ DisposalSr. No. Item Reuse/Recycle/ Disposal (Quantity and Details )
1 Rein. Steel Scrap (MT) 27 shall be sold to authorized recycler2 Cement (Bags) 150 shall be disposed to authorized land fill site( g ) p
3 Ready Mix Concrete waste (Cum)108 this wastage Qty. of Concrete we will be use for Development work PCC such as compound wall PCC, misc. concrete work at site.5 h f k ll b
4 Bricks / Blocks (Nos.)2458 Nos. this wastage Qty. of Bricks we will be use for Podium misc. brickbat waterproofing, Filter media for gardening work..
5 Crush Sand (C.ft.) 1901 shall be disposed to authorized land fill site5 Crush Sand (C.ft.) 1901 shall be disposed to authorized land fill site
6 Tile (S.ft.) 14100 shall be disposed to authorized vendor
7 Stone (Marble, Granite, Quartz, Exact size of stone will be purchase & will be fix 7 Kota) (S.ft.) at site so no wastage.
8 Gypsum plaster (Kgs.) 40000 Shall be disposed to authorized land fill site
MUNICIPAL SOLID WASTE MANAGEMENT
Waste Quantity k /d
Management kg/day
Biodegradable 601 Dry & wet garbage collected separately.Wet garbage treatment in Mechanized composting unitunit.
Non‐Biodegradable
372 Handed over to Talegaon Dabhade Nagarparishad.
STP Sludge 10 Use as manure for LandscapingSTP Sludge 10 Use as manure for Landscaping.
SOLID WASTE MANAGEMENT PLAN AND SECTION
• Not hindering the fire tender movement
