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(To be substituted by same memo No. and date)

From

The Engineer-in-Chief, HaryanaPublic Health Engineering DepartmentPanchkula

ToAll Superintending Engineers,Public Health Engineering Circles,Haryana.

Memo No. =114661-1148;tS-PHE/Rural Dated: 15.11.201g

Subject: - Regarding- recommendations of Mahagram yojna.

Please find enclosed herewith the recommendations based on

workshop held on 29.08.2018 regarding Mahagram Yojna duly approved from the

Government for your kind information.

DA / as above.

ngineer (Rural)er-in-Chief, Haryana

PHED.

Endst. No. pHE/Rural Dated:- .11.2019A copy of the above is forwarded to PA to CE (Monitoring) with request to

incorporate these recommendation in the Guidelines of Mahagram yojna underpreparation.

gineer (Rural)'er-in-Chief, Haryana

PHED

Endst. No. PHE/RuralA copy of the above is forwarded to CE

Mech.) for information.

Dated:- .11.2018(Project/ Prog./ Works/ Urban/

ineer (Rural)ExFo|,En

-1-

r-in-Chief, Harvana

1

Recommendations regarding the Mahagram Yojna as per discussion held on 29.08.2018 in the workshop.

(Approved)

1. Introduction

Mahagram Yojana envisages providing sewerage system, Improvements of

drinking water supply, construction of pucca streets, improvement in

electricity etc., which was launched by the State government through

Development and Panchayat Department. Sewerage System will be

provided in the villages where population is more than 10,000 persons as

per census 2011. In the State, 116 villages falls in this category for which

feasibility has been studied or being studied. Out of 116 villages, feasibility

of 19 villages have been checked and got approved, out of which, works in 9

villages have been started. In balance 10 villages, works are at the stage of

approval of DNIT. In addition to this, 37 villages have also been selected for

providing sewerage system in next phase for which Detailed Project Reports

are being prepared. This scheme will be a mile stone in Rural Development

and in future, it may be spread out in wide range across the country. It is

important to maintain qualitative aspects for this specific scheme, so that it

could be successful and may not fail as happened in earlier scheme of

laying of sewerage system in villages. This report will delve on the

experiences gained during the workshop on most baffling questions on

which department is looking a way forward. Some of these questions are as

under:-

� Presently conventional sewerage system is being provided under

Mahagram Yojna. Whether it will be appropriate to provide sewerage

system in villages? What types of inventions are in existence in this

field?

� As Cattle dung has cementing effect and it may cause blockage of

sewerage. How to stop entry of cattle dung in sewerage system?

� For laying of sewerage system and drinking water supply pipeline in

villages, pucca streets are required to be dismantled for which villagers

may have to face some difficulties. Whether villagers are ready to bear

this inconvenience and nuisance or not?

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� In the villages, most of the streets are narrow and it is not possible to

lay sewerage system in these streets because it may cause harm to

foundation of structures.

� Whether treated effluent from Sewage Treatment Plant can be used for

Irrigation purpose or not? How to effectively use the waste water after

treatment for irrigation purposes, which is lying unused in village ponds

and creating nuisance.

� In order to make sewerage system successful in the villages, whether it

is imperative to work on capacity building so that maximum

participation of the villagers can be ensured and accordingly this

system is adopted for smooth and successfully runing.

� How to maintain sewerage system in villages successfully, what

methodology is to be adopted etc.

� How to provide healthy and clean environment so that Girls / Women

who are most affected due to non-availability of adequate sanitation

infrastructure may be benefitted?

� How to prevent migration of rural people to urban areas by providing

urban facilities at village level?

� How to improve general quality of life of people of rural areas and save

time of people in finding suitable place for defecation and to implement

the ambitious program of Hon’ble Prime Minister of India- Swachh

Bharat and Khule main shoch ki mukti?

2. Identifying villages under Mahagram Yojna

The villages having population more than 10000 persons as per 2011 census can

be identified at first stage but preference should be given to the villages, which

are already transformed into urban like areas by virtue of their close vicinity with

existing towns or have otherwise acquired urban like character & carrying

commercial activities within the villages and having no cattle population. However

only those villages should be identified in which the population settlement is well

connected with each other and villages having scattered population should not be

selected at initial stages. In case, if any village is having population less than

10,000 persons but sufficient funds are available and it falls in above mentioned

category, it should also be considered under Mahagram Yojna.

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3. Pre-feasibility survey

a) At present the selection of villages, is purely on the basis of population and other

major factors are not being taken into consideration while selecting villages for

Mahagram Yojna, this practice should be curbed with immediate effect. Before

finalization of name of villages under Mahagram Yojna, pre feasibility survey shall

be conducted

b) After identification of village for laying of sewerage system, prefeasibility survey

of the village must be conducted from house to house and information as

mentioned in Annexure-A may got collected. This survey will help in

understanding the technical requirements as well as the view point of the

residents of the village towards the laying of sewerage and types of efforts

required by the department. The household survey report for each individual

house shall be entered on the PHED website for detailed analysis lateron.

c) The availability of land free of cost for construction / laying of sewerage and water

supply structures be explored in consultation with Gram Panchayat. If land is not

available it will be appropriate that the scheme in particular village be got dropped

else if Government finds that it’s necessary to lay the sewerage system in the

village then the possibility for acquisition of land be explored for construction/

laying of sewerage system as well as water supply structures.

d) Raw water availability for canal based scheme must be ensured from Irrigation

and Water Resources Department along with the sanction of raw water outlet. In

case of tube well based schemes availability of land for installation of tube wells

in the village must be obtained in form of resolution by due consultation with

Gram Panchayat and District Administration.

e) In case Gram Panchayat shows inability to utilize the treated water and moreover

for disposal of excess treated water during rainy season nearby drain is required

for disposal of treated effluent. In case of non availability of drain additional land

is required for disposal of treated water. In case the Gram Panchayat agree with

the proposal to utilize the treated effluent for irrigation purpose than the tertiary

treatment unit be made part of STP.

f) Gram Sabha meetings must be conducted in the village that too in each ward. So

that residents of all the wards can be heard and the difficulty they may likely to

face during execution of the work can be explained in detail like: Roads will be

dismantled, water supply pipe lines will break, water supply will got disturbed,

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electric/ telephone poles may need shifting, septic tanks in the alignment of

sewerage network needs to be closed, paths will got blocked for several days etc.

For this purpose directions to Gram Panchayat is required from district

administrative, so that they can actively participate in these meetings and avoid

complaining about these issues to various authorities during execution of work.

g) Villagers are required to be motivated for avoiding inserting / throwing

unnecessary things in sewer and a special campaign in the village be launched to

make village polyethene or plastic bag free. It is required to be clarified that the

system is costly and citizens need to handle the system as their own property.

h) The issue of user charges should also be taken into account on the basis of

parameters of sewage input and this should be fixed at initial stage. In Gram

Sabha it is required to be clarified to villagers that they have to take connection

for both water supply and sewerage services. Also they have to pay monthly

charges for water supply and sewerage services.

i) The sub surface water level in the village be studied so that while preparation of

DPR proper provision of items can be made in DPRs.

j) The Gram Panchayat shall give consent for taking over operation and

maintenance of the scheme as a whole i.e. for water supply as well as sewerage

after successful completion/ execution of works as well as completion of 5 years

operation and maintenance agreement period of the contractors.

4. Selection of Villages under Mahagram Yojna

Only those villages shall be declared feasible, which meets following criteria

a) Villages where more than 90% residents have given Consent “Yes” on the

feedback Performa as per Annexure-A on all the parameters. The report for

the same shall be generated from website after entering each report of house

to house survey.

b) Villages where sufficient land and raw water for canal based water supply is

available.

c) Gram Panchayat has given consent to utilize the treated waste water for

irrigation, horticulture purposes etc and nearby drain is available for disposing

surplus treated waste water .

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5. Technical Design Aspects

Once the village has been declared feasible to undertake works under Mahagram

Yojna, the estimate be prepared keeping in view the following technical aspects.

a) Provision be taken for floating population which may create overloading on the

system due to which insanitary conditions may result later on. It may be

examined that department may provide water supply connections at their own

cost along-with meters during execution at a fixed lumpsum cost. This cost can

be recovered from consumers in the water charges bills by distributing it in three

to four installments.

b) Handling of Cattle dung in such a manner so as to stop its entry in the sewerage

system is the biggest deterrent in smooth running of sewerage system in the rural

area. Also previous experiences show that where Cattle dung found way in

sewerage system it blocks/ chocks / clogs the system. Now in this situation, to

restrict entry of the Cattle dung, construction of intercepting chambers along with

inspection chambers for every household having domestic animals be made

compulsory. However if houses are small and very near to each other then

possibility may be explored for clubbing one intercepting chamber with two

houses. Moreover, the scheme of Gobardhan under which Cattle dung is

collected from each household and utilized for various useful activities may be

imperatively implemented in villages selected under Mahagram Yojna for laying

of sewerage system.

c) The sewerage system be laid at shallow depth and no deep sewers should be

laid in villages and it should be ensured that there is sufficient flow in the sewer,

so that silting in the sewer may not happen. The maximum depth of sewer in the

villages should not exceed 12 ft below ground level for streets having width more

than 20 ft in ordinary condition. For narrow streets having width less than 10 ft,

the sewer should be laid at shallow depths.

Pros and Cons of providing sewerage network at higher depth may be examined

for new system. The capital cost for providing sewerage network shall be high at

higher depths and Pumping machinery of higher head shall be required for

pumping of sewerage water from MPS. Moreover providing sewers at higher

depths is a risky phenomenon, in case of high spring level in narrow streets. But

due to higher velocity in deep sewers, there shall be lesser chances of blockage

of sewer lines and expenditure for operation and maintenance of sewer lines

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shall be less. Human interface for cleaning of sewers shall be minimized and due

to less blockage of sewer lines, quality of service to the people shall improve.

d) The conventional sewerage system by gravity can be provided only in those

villages having sufficient gradient and width of streets. The foundations of houses

are normally shallow in villages and their specifications are also not adequate

therefore, the conventional stoneware sewerage system cannot be laid in narrow

streets having width less than 10 feet, which have risk of settlement of adjoining

houses. However, in case of narrow streets HDPE pipe sewerline at shallow

depths with proper intercepting chamber will have to be constructed. Further, if

the foundation of nearby houses seems weak/ unstable then HDPE pipe suitable

for Sewer lines may be used. No open drain shall be constructed and efforts be

made to make village under Mahagram Yojna as Open Liquid Disposal Free

Village (OLDFV).

e) The open drains in the village are also required to be tapped, which are not being

covered by sewerage network so that the complete waste water can be conveyed

to STP. The waste water coming from households and other premises be

captured at the exact exit point without letting it travel in open drains, thus

removing any necessity of open drain and its functionality.

f) Provision for collection of rain water from streets be made in DPR by providing

road gullies on the sides of the streets. If required separate storm water drainage

with RCC pipe and road gullies be constructed for proper disposal of storm/flood

water in streets having width more that 12 ft. For narrow streets the road gullies

can be connected with sewer line at suitable junctions to avoid any open drain in

the village.

g) In addition to laying of sewerage system in villages, aim should be saving of

water and reuse of treated water. Necessity is mother of invention and for every

change engineering solutions are required to be invented. Similar solutions as

implemented for reuse of treated water in Gurugram under which a channel was

constructed along the agriculture field. Farmers have been using treated water for

irrigation, construction & other purposes. Irrigation department is making ultimate

efforts for reuse of treated water of each STP. The target can be achieved in a

co-joint efforts of Irrigation and Public Health Engineering Department. Wherever

feasible proposal may be prepared in consultation with irrigation department for

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construction of channels to utilize treated waste water or utilizing the existing

irrigation channel networks for disposal and reuse.

h) The provision for providing ferrule connection from pipeline to the outer boundary

of the residents to be made in DPR. So that dismantling of road for connection

can be avoided along with tempering PHED water supply line. Household

connections should be made simultaneously while laying sewerage system in the

villages so that it may not be damaged and avoid blockages at later stage.

i) Before suggesting best treatment technology there is need of study of best

practices adopted in rural sanitation at national and international level. Sewerage

services should be area specific and treatment technology should be cost

effective. The characteristics of sewage should be analyzed and accordingly

treatment parameters be fixed in villages. Operation and maintenance of

sewerage system in villages should be studied and it should be sustainable and

cost effective. All efforts should be made to maintain sewerage through

mechanical means. In current scenario where assured supply of electricity can be

assured SBR technology in best suited along with tertiary treatment. However

other technological alternatives such as Decentralized treatment, Five pond

system etc. be explored if found suitable to local conditions.

Pond Authority of Haryana is also working in rejuvenation of village ponds and

proposal be prepared in consultation and participation for exploring the best

suitable option for the local conditions.

j) In villages where Gram Panchayat are ready to use treated water for irrigation

purpose, in such villages drip irrigation project may be framed by Irrigation &

Water Resources Department by providing conveying main and drip irrigation

network along with head work structure for storage and pumping of treated water

after tertiary treatment. Irrigation & Water resources Department has taken up

three projects i.e. in Shahbad, Pehowa and Ladwa based on Micro Irrigation.

Under these projects, pipe network is being laid in the field and pressurized water

will be supplied for Irrigation purpose tentatively from November onwards.

Another project of approximate Rs. 230.00 crore under which treated water will

be collected / filtered and thereafter supplied for irrigation purpose has been

conceptualized by irrigation department. Under this project, achievable targets

will be met out in next one or two years after stabilizing pilot projects. So efforts

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be made in consultation with irrigation department to reuse treated water for

micro irrigation or drip irrigation.

k) By using treated effluent for irrigation, it has become possible to irrigate those

areas also where there is no natural command for irrgation. In view of ample

potential of treated waste water available from various STPs, sprinklers and drip

irrigation can be used to ensure optimum supply to the crops. If drip irrigation is

used for paddy, 12% higher yield has been observed. The advantages of

providing above infrastructure are optimum use of water, zero wastage of fresh

water, increase in irrigated area, reduction in ground water extraction, no

additional structures on natural resources, participatory approach of peasants &

potential of crop diversification. Therefore integrated solution for optimal

utilization of treated effluent be prepared in consultation with line departments.

l) Villages which agree with the proposal to use treated water should be provided

tertiary treatment plants along with regular STP. So that water treatment can be

achieved to level which can be useful and safe for irrigation purpose.

m) The provision of restoration of roads as they were in actual condition be made

part of DPR.

n) Minimum diameter of sewers is kept as 200 mm i/d. However for narrow streets

less than 10 ft width, it is proposed to lay HDPE pipeline, the sewer diameter of

200 mm i/d may be examined if meeting with design norms.

o) To facilitate connection of house owners to the sewer lines and to provide

protection to sewers from external loads, minimum depth of sewer lines is kept as

0.90 mtr.

p) Proposal shall be made in such a way that each and every household within the

approved jurisdiction boundary of village is covered with sewerage system for

100% coverage. The maximum length of sewerline from any household shall not

exceed 100ft from each house.

q) Maximum velocity in the sewer lines should not exceed 3 m/sec. to avoid erosion.

r) The Operation and Maintenance period of combined Water Supply and

Sewerage System after construction & commissioning of all infrastructures shall

be handed over to contractor for a period of five years and thereafter to the Gram

Panchayat for which the consent of Gram Panchayat is mandatory.

s) The output parameters for rural area are not specially mention in any guidelines.

So, in view of this output parameters as specified by CPCB vide file No. A-

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19014/43/06-Mon dated 21.04.2015 may be adopted for rural area which are as

under:-

Effluent Discharge Standard For Sewerage Treatment Plant Sr. No.

Parameters Parameters Limit (Standard for new STPs design after notification date)*

1 pH 6.5-9.0 2 BOD (mg/l) Not more than 10 3 COD (mg/l) Not more than 50

4 TSS (mg/l) Not more than 20

5 NH4-N (mg/l) Not more than 5

6 N- total (mg/l) Not more than 10

7 Fecal Coliform (MPN/ 100ml)

Less than 100

Note: i) These standards will be applicable for discharge in water resources as well as for land disposal. The standards for Fecal Coliform may not be applied for use of treated sewerage in industrial purpose. *Achievement of Standards for existing STPs within 05 years from the date of notification.

t) The study of concept of common utility duct be conducted and possibility be

explored to utilize it on small portion of the village as a pilot project under

Mahagram Yojna.

u) The general design parameters for water supply and sewerage as mentioned

under be adopted for Mahagram Yojna. Further, in any case any modification

required as per site condition same may be incorporated by overruling these

parameters.

Design Parameters i) Design Parameters For Sewerage:-

Sr. No.

Parameter

Value

1 Rate of water supply . 135 LPCD+ 15% unaccounted flow of water.

2 Quantity of recovery of supplied water. 80%

3 Depth of flow. 80% running full

4 Type of sewer. i) Stone ware/HDPE pipe upto 400mm i/d.

ii) HDPE pipe above 400mm i/d.

5 Designed velocity. i) 0.80 meter per second upto 200mm. ii) 0.60 meter per second for more than

200mm i/d.

6 Peak discharge. 3 times of dry weather flow (DWF).

7 Type of screen in screening chamber. Mechanical screen.

8 Hydraulic Retention Time (HRT) for collecting tank at MPS.

10 minutes.

9 Design of collecting tank. 3 times of the dry weather low.

10 Pumping machinery for MPS. 3 pumps of dry weather flow discharge.

11 Rising main 1.2 times of peak discharge.

Raw sewerage

Sr. No. Parameter (UOM) Value

1 pH 5.5 -9.0

10

2 BOD (mg/l) 250

3 COD (mg/l) 425

4 TSS (mg/l) 375

5 TKN (mg/l) 50

6 TP (mg/l) 7.1

7 Oil & grease 30

8 Fecal Coliform (MPN/ 100ml)

1x 107

9 Aluminium 5

10 Arsenic 0.005

11 NH3- N 32.50

Design Parameters For Water Supply

Sr. No. Parameter Value

1 Rate of water supply. 135 LPCD + 15% unaccounted flow of water.

2 Design of distribution system. 3 time of the daily requirement for 30 years.

3 Design of Head works structures. 15 years

4 Design of inlet channel. 30 years

5 Design of pumping machinery. 15 years

6 Design of tube wells. 15 years

7 Design of rising main for multi stage pumping.

1.5 times of the daily requirement (by considering 16 hrs pumping).

8 Pumping hours for clear water. 8 hours

9 Pumping hours for raw water i) 8 hours slow sand filter ii) 20 hours Rapid Sand Water

Treatment Plant.

6. Social Aspects

Information, Education & Communication (IEC) Activities and Human

Resource Development (HRD) Activities: - The various social activities

are required to be conducted for successful implementation of the Yojna.

Motivational programs are also required to be carried out to make

Mahagram Yojana successful. The following activities may be carried out:-

���� School Programs: - Children are main source for success of any

Yojana. Educating children results in transfer of knowledge to the

parents and their family members. Children can be educated through

various means of communications such as storytelling, skits, plays,

slogan & essay writing, songs, poems, nataks etc. on the topics

related to environment.

���� Gram Sabhas: - Community can be made aware about the merits

and demerits of sewerage system and they can also be educated

about successful functioning of sewerage system. They should be

educated on various issues regarding tackling of Cattle dung.

���� House to house Visit / Involving Women in Campaign: - Teams may

be constituted for house to house visit and a campaign for creating

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awareness among the people especially women regarding

successful functioning of Mahagram Yojana. It will be appropriate to

take help of the old and eminent persons who have considerable

influence in society and can change the minds of villages.

���� Capacity building: - Training workshops on implementation of

sanitation and water programs for PRIs, VWCs and other

stakeholders.

���� Mass Media – This is an important medium to spread the specific

message effectively with large number of people. People can be

motivated through radio and television.

���� Public Services Announcement: - Appeals can be made with state

celebrations on hygiene and sanitation and for proper functioning of

sewerage system.

���� Social media: - People can be made aware using social media

platforms such as facebook, You tube SMS, WhatsApp and

Instagram etc.

���� Motivation for using treated waste water for irrigation purposes: -

The community should be made aware about the nutritional value of

the treated effluent and should be encourages to use it for irrigation

purpose.

���� Holistic Approach: - For successful implementation of the sewerage

system in rural areas, it is necessary to put joint efforts at all stages

by the community. PRIs, VWSCs and all other departments directly

or indirectly involved with the villages concerned. No scheme can be

made successful without holistic approach.

7. Preparing Detailed Project Report

After pre feasibility survey a Draft Detailed Project Report (DPR) be framed along

with the detailed layout plans. Then the DPR be discussed with respective Gram

Panchayat and representatives for finalizing the alignment and location of

structures of STPs as well as water supply.

Including community at planning stage will inculcate the ownership

feeling in the villagers and also good suggestions can be obtained during the

discussion which can be incorporated in the DPR. Also the view point of the

Department along with the constraints and justifications regarding laying /

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alignment/ location of various components of the sewerage and water supply

system can be explained to the villagers to satisfy the queries in their minds.

8. Execution of Works

In order to make a sewerage system successful proper survey at the start is

required indicating accurate ground level referring GTS levels, fixing alignment of

sewer line along natural slope to avoid deeper sewer, making house connections

at time of laying of sewer, so that adequate have quantity of water to maintain

self cleansing velocity, preventing entry of Cattle dung or other staking materials

into sewers and planning of ultimate disposal of treated effluent into drain / or for

use of irrigation purpose. There should be least inconvenience to public during

laying of sewer lines for which area where sewer is being laid, be enclosed with

proper barricades to avoid any kind of mishap and immediate after laying of

sewer line, restoration of streets etc. should be made. Design should be made

to ensure shallowest possible sewer lines. Four points which are kept in mind

during conceiving of project -

1) Easy to construct.

2) Easy to clean.

3) Easy to repair.

4) Easy to replace.

Laying of sewerage system should be started from downstream to

upstream and also making house connections simultaneously, so that laid

sewer can be commissioned. During operation and maintenance, pump should

be operated regularly and clean sewer without allowing any man into sewer.

During operation and maintenance, there may be few problems like Clogging or

blocking of sewer lines- overflow of sewer lines, Failure of Mechanical or electric

machinery, Non-operation of machine like pumps etc. In order to make the

sewerage system works in rural areas, integrated approach started from house

upto final disposal of treated effluent has to be dealt carefully during planning,

construction and thereafter during operation and maintenance.

9. General recommendations

a) Teams be framed so that as and when water and sewerage system is

commissioned the connection of the consumer can be approved. And list of

sanctioned consumers and non sanctioned consumers be provided to Gram

Panchayat and villages committees with request to convince non sanctioned

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consumers ward wise members for distribution of bills and collection of charges.

This team will ensure that every water supply connection has tap and every

household having domestic animals is connected through intercepting chamber.

This team will also ensure that roads be repaired again to the satisfaction of

villagers to avoid any complaints / litigation/ heart burn at later stage.

b) Possibility must be explored for disposal of sewerage in direction of natural flow

and the location of STP should be avoided in western or eastern side of the

village to avoid foul smell to affect the residents.

c) Every year for at least five years a campaign be launched in the villages to collect

arrears, for capacity building of villagers, for formation of new committees at

village level to inculcate feelings of ownership and to operate and maintain

sewerage system properly. Last but not least to take feedback from the villagers

and that feedback be utilized for improving the concept of sewerage laying under

Mahagram.

d) Panchayat should carryout operation and maintenance of sewerage system in

the villages after initial period of five years.

e) Involvement of community is required from starting of the project so as take them

in confidence. Detailed project Reports should be framed involving village

community and it should not be in routine but a systematic approach with

Standard Operating Procedure and anticipated measureable targets and its

achievements. District Administration should also be involved as their role is very

important. Soft and hard activities should be run simultaneously. Work should be

be taken only when sarpanches are ready to take ownership and villagers come

forward for acceptance of this scheme. Time schedule of execution of different

component of schemes should be fixed in advance and run in timely.

f) The project should be area specific and to be conceptualized after taking a

detailed discussions with community. It should be demand basis, not target basis.

g) Different technologies should be adopted in different villages where pilot projects

are being executed. The most suitable and proved technology later on be

replicated in other villages.

*****

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Annexure-A

PUBLIC HEALTH ENGINEERING DEPARTMENT, HARYANA

(SWARAN JAYANTI MAHAGRAM YOJANA- COMPREHENSIVE SURVEY PROFORMA)

Name of Owner/ Father’s Name

House No. Gali No. Ward No.

Village Block District State Pin Code

Family Members (in number)

Male (Adult) Age Group

Female (Adult) Age Group

Boy (Minor) Age Group

Girl (Minor) Age Group

Toilet(s) Yes No

Sanctioned Water Connection

Yes No

Domestic Animals Yes No

If Yes, number of animals

Whether disposal system of Cattle dung exists

Yes No Others ( specify below)

Type of disposal from house

Open Drain

Socket Pit Merge with drain in gali

Other

Name of the Family Member in who’s name the water /sewer connection will be released.

Name Mobile Number(s) Adhaar Number:-

Cattle Dung Consumer is agreed to dispose of Cattle or any other animal dung separately and will not flush it or its slurry into sewerage system of village to avoid blockage of sewerage system. Yes/ No.

If occupation is farmer Whether the resident is ready to use treated water for irrigation purpose in his fields after treatment from Sewerage Treatment Plants. Yes/ No.

If household have domestic animals

Does the household have sufficient land to construct intercepting chamber. Yes/ No.

Consent Whether demands sewerage system in village

Yes No

Whether demands drinking water system in village

Yes No

Whether agree to sewerage connection

Yes No

Whether agree to water connection

Yes No

Whether agree to department for dismantling streets for laying of sewer line (it will be restored after laying of sewerage system.)

Yes No