Village Ponds in Punjab Past Perspective

Similar documents
AK SINHA,IAS SECRETARY DEPARTMNET WATER SUPPLY AND SANITATION GOVT OF PUNJAB

Wetlands Application. Constructed Wetlands

A CASE STUDY ON RAIN WATER HARVESTING TECHNOLOGIES FOR TRIBAL AREA OF MADHYA PRADESH, INDIA

SCHEME 2 PUBLIC HEALTH AYA NAGAR DEVELOPMENT PROJECT

Appendix K: Soil Erosion and Sedimentation Control Plan Check List

Today s Presentation: Septic System Basics. Common Domestic Pollutants. Goals of Treatment. What is an Onsite Wastewater Treatment System?

Septic System Basics. Today s Presentation:

E. STORMWATER MANAGEMENT

Shelbyville, Kentucky Stormwater Best Management Practices (BMPs) Stormwater Pollution Treatment Practices (Structural) DRAFT

Lagoons Operation and Management in New Brunswick

MODEL Stormwater Local Design Manual. City of Centerville

Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control

CONSTRUCTION PLAN CHECKLIST

Erosion Control Inspection Form

ARTIFICIAL RECHARGE PROJECT & AUGMENTATION OF SURFACE IRRIGATION IN THE COASTAL AREA OF VANUR TALUK, VILLUPURAM DISTRICT, TAMIL NADU, INDIA

Indian Health Service Sanitation Facilities Construction Program Wastewater Lagoon Operation & Maintenance

Maximizing the benefit by revival, mordenisation and rejuvenation of water harvesting sturcture (check Dam) in Dahod District of Gujarat

Warner Robins Stormwater Local Design Manual

Stormwater Local Design Manual For Houston County, Georgia

3.11 Sand Filter Basin

EROSION AND SEDIMENTATION CONTROL SECTION 1 - GENERAL 1.1 SUMMARY

City of Glendale Stormwater Management Plan Checklist

Onsite Wastewater Treatment Systems Overview

EXAMPLES OF GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES FOR HUNTERDON COUNTY, NJ

Giriraj Singh & Sanjeev Srivastava

Lyon Creek Cedar Way Stormwater Detention Dam Operation and Maintenance Manual

A Stormwater Constructed Wetland Utilizing Renewable and Recyclable Materials and Native Wetland Plants

5G. Consider Approval of 50% Plans for Northwood Lake Improvement Project (NL-1), New Hope

Wastewater Treatment Design of Waste Stabilization Ponds

Building Better Storm Water Quality

On-Site Sanitation (Containment) System. Bhitush Luthra ( Centre for Science and Environment, New Delhi

4.28 Underground Detention

GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES FOR HUNTERDON COUNTY, NJ

DRIP EMITTER SYSTEM STUDY GUIDE

FACTSHEET INTRODUCTION. help rebalance the water cycle, mitigate the effects of climate change and improve human health and livelihoods.

REFLECTION ISF INFORMATION RWTS.CO.NZ. Pure. Wastewater. Solutions.

WASTE TREATMENT LAGOON

Jim Bridger Power Plant

4. Ponds and infiltration BMPs can achieve 60 to 100% removal efficiencies for sediment.

GRADING, EROSION AND SEDIMENTATION CONTROL

NEW CASTLE CONSERVATION DISTRICT. through. (Name of Municipality) PLAN REVIEW APPLICATION DRAINAGE, STORMWATER MANAGEMENT, EROSION & SEDIMENT CONTROL

Inflow pipe. Drain. Drain

Mason s Training Programme on Onsite Treatment Systems

Septic Systems. Presented by: Terry Davidson P. Eng.

ORDINANCE # 854. Stormwater Management / Operation and Maintenance Requirements

In India, urbanization and industrialization is happening at

Installation and Maintenance of Erosion Control BMPs

TABLE B.3 - STORMWATER BMP POLLUTANT REMOVAL EFFICIENCIES

Water Resources Management Plan

CHECKLIST FORM FOR ASSESSING GRAZING OPERATIONS

3. DATA COLLECTION 3.1 DATA COLLECTION 3.2 DATA COLLECTION AGENCIES

WHAT TO CONSIDER IN CHOOSING A SYSTEM

BASE BID FORM FY 2015

Stormwater Pollution Prevention Plan Engineering Department Requirements

Ponds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.

DESIGN GRADING AND EROSION CONTROL A. Slope Criteria

Stormwater Management. Cayuga County NY 20 July 2016 Presenter : John B. Zepko, CPESC

Stormwater Erosion Control & Post-Construction Plans (Stormwater Quality Plans)

MINNEHAHA CREEK WATERSHED DISTRICT BOARD OF MANAGERS REVISIONS PURSUANT TO MINNESOTA STATUTES 103D.341. Adopted April 24, 2014 Effective June 6, 2014

Bowling Green, Kentucky Stormwater Best Management Practices (BMPs) Sediment Management Practices (SMPs) Activity: Temporary Inlet Protection (TIP)

Nutrient Management in. A presentation to the West Metro Water Alliance

Short title. This chapter may be cited as the "Kern County Plumbing Code."

Extended Detention Basin Maintenance Plan for [[== Insert Project Name ==]]

CII Water Management Award Hindustan Coca-Cola Beverages Pvt Limited

REPORT ON PERFORMANCE EVALUATION OF SEWAGE TREATMENT PLANT TIRUNELVELI, TAMILNADU

REMOVING/RELOCATING DRAINAGE LIFT STATIONS

SC-01 Surface Outlet and Baffle Sediment Basin

Chris Kinsley, M.Eng., P.Eng. Anna Crolla, M.A.Sc., P.Eng. Sara Altimimi, B.A.Sc.

Key products & services. Geographical spread (Rural areas/ cities covered) Farmers and landless labourers are the main beneficiaries of our innovation

d e w a t s Effluent Laboratory Test Results Decentralized Waste Water Treatment System Bremen Overseas Research and Development Association

Wood Canyon Emergent Wetland Project. City of Aliso Viejo 12 Journey, Suite 100 Aliso Viejo, CA 92656

STORAGE BASIN AND PUMPING PLANT DESIGN (G 500)

FEASIBILITY REPORT ON SEWAGE TREATMENT PLANT ARCHITECTS PHE CONSULTANTS

CEAA ENVIRONMENTAL ENVIRONMENTAL IMPACT ASSESSMENT AMBASSADOR BRIDGE ENHANCEMENT PROJECT. Replacement Span and Plaza Expansion APPENDIX E

TEMPORARY SEDIMENT TRAP CODE

Wastewater Quality at Different Stages of Decentralised Wastewater Treatment Process in the Peoples Panchtala Colony at Kalishpur, Khulna

GROUND WATER RECHARGE

Description. Installation and Implementation Requirements

Temporary Erosion and Sediment Control (TESC) Report and Stormwater Pollution Prevention Plan For Construction Activities

PERMECAPTURE DETENTION / RETENTION. The Smart Stormwater Management Solution. S ustainable B y D esign

Suggested Stormwater Management Practices For Individual House Lots

Design of a Prototype Sewage Treatment Plant for SHIATS Campus

An Evaluation of Septic Tank Performance in Bayelsa State, Nigeria

DOORNVALLEI EXT 5 & 6

GAUTENG DEPARTMENT OF INFRUSTRUCTURE DEVELOPMENT BUILDING ASSESSMENT REPORT WET SERVICES 78 FOX STREET BUILDING

4.4.6 Underground Detention

Effects of high-strength faecal sludge in wastewater stabilization ponds: Port-au-Prince, Haiti

a) Biological Oxygen Demand b) Biology Oxygen Demand c) Biochemical Oxygen Demand d) Biomicrobics Oxygen Demand

COON CREEK WATERSHED DISTRICT PERMIT REVIEW. KTJ 314, LLC Blaine, MN 55449

SECTION UNCLASSIFIED EXCAVATION AND GRADING

6.5 Extended Detention Basin

4.12. Detention Basins

Watershed Training Workshop

Project for Improvement of Solid Waste Management in the Republic of Palau

POST CLOSURE PLAN. CFR (d) Pond 1. Clinch Power Plant Russell County, West Virginia. November Prepared for: Appalachian Power Company

METROPOLITAN UTILITIES DISTRICT No Page: 1 of 10

CONSTRUCTED WETLANDS OPPORTUNITIES FOR LOCAL AUTHORITIES

Commonwealth of Pennsylvania Department of Environmental Protection (DEP) Bureau of Point and Non-Point Source Management Harrisburg, PA

BARTOW COUNTY RESIDENTIAL DRAINAGE PLAN or RDP

OPERATION AND MAINTENANCE MANUAL FOR SEWAGE TREATMENT PLANT

Transcription:

Department of Water Supply & Sanitation Govt. of Punjab By : Mohd Ishfaq

Village Ponds in Punjab Past Perspective Village ponds in the Punjab State have great importance and these were considered as the gift from mother nature to the mankind. During Earlier times, ponds were used for storing the rain water,. These were good source of ground water recharging. In present times ponds don t bear the same rosy picture as in early times. Earlier the village pond was a place of recreation and rain water harvest & recharge structure. In present times Ponds are choked and filthy.they have become source of nuisance causing insanitary and unhygienic conditions.

Dirty Ponds in the Villages of Ludhiana Village Birk Block Sidhwan Bet Village Baddowal Block Ludhiana I

Dirty Ponds in the Villages of Ludhiana Village Rurka Block Sudhar Village Baddowal Block Ludhiana I

Waste Stabilization Pond Water Supply and sanitation department has taken the initiative to renovate choked village ponds using Waste Stabilization technique Pond renovation technology was selected from the booklet titled as Technical Note on Solid and Liquid waste management in Rural area issued by Govt. of India and Unicef. Under this technology pond is emptied, de silted and divided in to 3 to 4 compartments by using earthen embankments.

Pond Renovation Technology The grey water collected via drainage system is passed to large shallow basins or ponds excavated at suitable land site and placed serially as a stabilization system in which grey water is stabilized. Its pathogenicity is reduced and the stabilized water becomes useable. In this system, the collected grey water is stabilized by natural processes involving algae, bacteria and natural oxidation processes. Hot climate is very suitable, solar radiation and light is good for efficient functioning of this system.

Components of the Renovated pond 1.. Anaerobic cum Sedimentation tank : The depth of water in the Pond is kept at 10 feet for the sedimentation of suspended solids and decomposition of organic matter under anaerobic conditions to reduce BOD /COD.The surface area of the tank shall be equal to approx 15% area of the existing pond area and having 2-3 days retention time. Depth shall be fixed around 3-5 metre 2. Facultative Pond : In this tank over flow of anaerobic pond is being discharged and BOD/COD shall reduce under aerobic conditions. Depth of water is kept @ 1.5 meter. The outlet of this tank is fixed at 1.5 mt from the bed of tank to ensure that water depth does not exceed 1.5 meter. 3. Maturation / Polishing Pond : ( 2 numbers ) In this tank over flow of Facultative pond is being discharged where pathogen load if any shall be reduced. Depth of water is kept at 1.0 meter. The out let of this tank is fixed at 1.0 mt from the bed of tank to ensure that water depth does not exceed 1.0 meter. 4. Outflow Normally in addition to evaporation, treated water is absorbed in the pond. The treated water is also used for irrigation purpose by the farmers.

Flow Diagram of Stabilization Pond Pond 1 Anaerobic cum sedimentation Tank size = 15% area of Pond or 5 days detention time which ever is higher. Depth of out let from bottom 3 meter Pond 2 Facultative Detention time 10 days or area=25-30% Water Depth (ie Out let @ 1.5 mt from Bed) to maintain 1.5 mt depth Pond 3 Maturation Detention time 10 days ie area = 30 % Water Depth 25-30%(ie Out let @ 1.5 mt from Bed) Pump for Irrigation Waste water in let 250 mm i/d pipe with tee 10 o/d pipe with tee Over flow pipe 12 dia or more to discharge rain water 10 o/d pipe with tee Over flow pipe 12 dia or more to discharge rain water 10 o/d pipe with tee Over flow pipe 12 dia or more to discharge rain water Pond 4 Polishing Pond area 25-30% or detention time 10 days

Segregation of Rain water and Grey water Inlet channel Facultative Pond Anaerobic Pond Maturation Pond Rain water harvesting Pond Inlet channel bed level 30 cm high so that only rain water enters this portion Recharge well

Pictures of Rain water Pond where Grey water and rain water has been segregated Village Chakkar Ludhiana

Constructional Guidelines used for Embankments Slope of the embankments is kept stable with slope of 1 vertical to 1.5 horizontal preferably 2. slopes can be strengthened by using lime treatment or stone pitching. Top surface of the embankments is around 2.5 meter due to big area of pond Embankment is properly compacted to make it stable. PVC pipe used is of Sn8 grade conforming to BIS 15328. Over flow pipe used is RCC pipe NP2 grade or Upvc Pipe sn8 grade Grass is planted on the top of embankments and slopes to protect against erosion during rains or otherwise. Pucca floor is provided below inlet pipe in all the ponds to avoid soil erosion in the pond. Landscaping. Trees are planted around the pond. Fencing around pond is required for safety

Implementation Arrangement DWSS provides the funds and technological inputs. Zila Parishad at District level facilitates the identification of the village. Project has been executed by Gram Panchyat Water Supply and Sanitation committee of the respective village All the activities have been carried out using People Participatory approach

Waste water Treatment Efficiency Punjab Agricultural University Ludhiana carried out independent water quality study at village Dewatwal and Chakkar in the month 11/2013 and Jan 2014.The results are as under Village Chakkar Untreated Treated Untreated Treated Chakkar Ludhiana Dewatwal Ludhiana BOD mg/lt 98 12 65 15 COD mg/lt 160 32 140 72 TSS mg/lt 160 332 180 45 Coliform per 100 ml 2400 1200 2400 1100

Construction Activities in Pictures Dewatering of Pond Construction of Embankment

Construction Activities in Pictures Desilting of Pond Excavation

Renovated Ponds Pond Under Construction Embankments completed but land scaping pending

Renovated Ponds View of Treated waste water after Pond Renovation

Renovated Ponds Ariel View of Renovated Pond

View of Pond at Google Maps Village Dewatwal Ludhiana

Renovated Ponds Ariel View of another Renovated Pond- Change in colour of Waster water from Grey to Light green in various portions, indicates treatment of waste water

View of Pond at Google Maps Village Rurka Ludhiana

Renovated Ponds Migratory Birds Relaxing on the Embankments of Renovated Pond Indicating improvement in Environmental Conditions

Advantages of Pond Renovation Technology Natural Treatment Process uses Sun light. Low Capital and O&M Cost. Cost of construction of renovated pond is approximately Rs 4.0 lac per acre. Earlier it was Rs 2-3 lac per acre No skilled Supervision Required No electricity required for treatment Solves Nuisance and Pollution caused by Grey Water Prevents Ground water Contamination

Benefits of Pond Renovation Improved Sanitation in the Village Filthy Ponds have become place for recreation Acts as Rain water Harvesting structure Treated water can be reused for irrigation. Extra storage capacity created due to renovated pond harvest excess rain water which prevents flooding of low lying areas of the village

This technology is very suitable for the use by GP for treating grey water collected from the village via drainage system. No Electricity is required Limitation Applicability of Waste Stabilization Pond Availability of open land owned by GP at a desirable spot may be a problem During rainy season the system is likely to be disturbed and may need renovation after rainy season. Proper designing and technical inputs are necessary.

Appreciation of the Project by GOI Mrs Rajwant Sandhu Secy GOI accompanied by S. Manpreet Singh Ayali MLA Dakha and Chairman Zila Parishad Ludhiana Visited and Appreciated by Secy. Planning GOI at Village Birk

Appreciation of the Project by GOI Sh BK Sinha IAS Secy Ministry of Rural Development GOI inspected renovated Pond at village Dewatwal Block Ludhiana I on 28/9/2010 and he appreciated the effort. Sh JS Mathur Joint Secy DWSS GOI appreciated the pond renovation project in the District Monitoring vigilance committee on 28/9/2010 chaired by Hon ble Minister Rural Development Sh CP Joshi and he desired that it should be replicated in the entire country

Conclusion Waste Stabilization Pond technology is suitable to handle Grey water in the village It helps in solving sanitation problem in the village It helps in rain water harvesting and recharging Preliminary survey has been carried out in the entire state and it has been found that pond renovation is required in 10396 villages where pond area is 24904.92 acres. Total funds required for this project is approximately INR 750 crores.