Final Report (Volume 2: Appendices)
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Water and Sanitation Agency (WASA) Lahore Development Authority, Lahore THE PREPARATORY STUDY ON LAHORE WATER SUPPLY, SEWERAGE AND DRAINAGE IMPROVEMENT PROJECT IN ISLAMIC REPUBLIC OF PAKISTAN FINAL REPORT (VOLUME 2: APPENDICES) JULY 2010 JAPAN INTERNATIONAL COOPERATION AGENCY NJS CONSULTANTS CO., LTD. and CTI ENGINEERING INTERNATIONAL CO., LTD. Preparatory Study for Lahore Water Supply, Sewerage and Drainage Improvement Project Final Report APPENDIX Chapter 3-related Appendix 3.1 National Environmental Quality Standards for Municipal and Liquid Industrial Effluents Appendix 3.2 Irrigation Water Quality Guidelines for Pakistan (Proposed by WWF) Appendix 3.3 National Standards for Drinking Water Quality (Proposed) Appendix 3.4 Monitoring Results of River and Drains (EPA) Appendix 3.5 Monitoring Results of Canal (EPA) Appendix 3.6 Monitoring of Tube-wells and Tap Water by WASA Appendix 3.7 Monitoring Results of Tube-well (PCRWR) Appendix 3.8 Monitoring Results of Tap Water (EPA) Appendix 3.9 List of Factories Monitored by EPA (2008) Appendix 3.10 Location and Objective of Monitoring Points by the Study Team Appendix 3.11 Monitoring Results of River by the Study Team Appendix 3.12 Monitoring Results of Drains by the Study Team Appendix 3.13 Monitoring Results of Canal by the Study Team Appendix 3.14 Monitoring Results of Tube Wells and Tap Water by the Study Team Appendix 3.15 Suggestions from Other References Chapter 4-related Appendix 4.1 Abstraction of the Lahore Development Authority Act concerned with the WASA Appendix 4.2 Sewage Rate in Non WASA jurisdiction Chapter 5-related Appendix 5.1 Groundwater Recharge for Confined Aquifer Appendix 5.2 Typical drawing of house connection Appendix 5.3 Inundation Data of Critical Locations (Year 2007 - 2009) Appendix 5.4 Rainwater Storage/Infiltration Facilities Chapter 6-related Appendix 6.1.1 Organization Chart of Water and Sanitation Agency (1991-2002) Appendix 6.1.2 Major Duties (Roles) and Scope of Work Appendix 6.2.1 List of Leakage Investigation by Leakage Detection Cell Appendix 6.2.2 Comparison of sodium hypochlorite and Twin Oxide Appendix 6.2.3 Number of Water Meters Repaired by Town Appendix 6.2.4 List of Existing Maintenance Equipment and Request Appendix 6.2.5 Change of amount of New Water Meters Supplied Appendix 6.2.6 Example at Gunj Buksh Town (O&M-1 XEN) A-1 Preparatory Study for Lahore Water Supply, Sewerage and Drainage Improvement Project Final Report Appendix 6.2.7 Example at Ravi Town (O&M-1) Appendix 6.2.8 Example in Gunj Buksh Town (Drainage XEN) Appendix 6.2.9 List of Existing Maintenance Equipment and Request Appendix 6.2.10 List of Existing Instruments in Water/Wastewater Laboratory (WASA) Appendix 6.2.11 Other Laboratories Appendix 6.3.1 Detail of Employees’ Education Level in 2008 Appendix 6.3.2 Layout of WASA Training Centre Appendix 6.4.1 Details of Complaints on Water Quality Appendix 6.4.2 Details of Complaints on Billing & Revenue Appendix 6.7.1 Balance Sheet Appendix 6.7.2 Profit and Loss Appendix 6.7.3 Change in Power Cost for O&M Appendix 6.7.4 Trend on Detailed O&M Costs by Fiscal Year Appendix 6.7.5 Water Tariff (February 1998) Appendix 6.7.6 Water Tariff (April 2004) Appendix 6.7.7 Composition of Water Tariff Appendix 6.7.8 Estimation Method on Billed Amounts of User Charge Appendix 6.7.9 Terminology Definition on Water Tariff Appendix 6.7.10 Water Bill Appendix 6.7.11 Performance of Commissioned Banking Facilities Appendix 6.7.12 Typical Reminder Notice Appendix 6.7.13 Meter Reading Sheet Appendix 6.7.14 Check Sheet for Survey of Unauthorized Connection/Misuse Appendix 6.8.1 Detail of Annual Projects Schedule Appendix 6.9.1 Political Goals of the WASA Chapter 7-related Appendix 7.1 Outline of Existing Studies and Development Plans Chapter 9-related Appendix 9.1 Population projection Appendix 9.2 Future water demand Appendix 9.3 Water use per capita in other countries Appendix 9.4 Existing wastewater discharge volume in WASA area Chapter 10-related Appendix 10.1 Abstract of Water Services Industry Act (Malaysia) Appendix 10.2 Role of Departments/Divisions Appendix 10.3 Ability and Stance on the Working Posture, Ability Requested by Grade and Ratio on Requested Ability by Positions A-2 Preparatory Study for Lahore Water Supply, Sewerage and Drainage Improvement Project Final Report Appendix 10.4 Knowledge and Ability Appendix 10.5 Implementation Method on Training Programs Appendix 10.6 Outsourcing Candidates Appendix 10.7 Management Information System Appendix 10.8 Priority Schedule of Operation and Maintenance Equipment Appendix 10.9 Questionnaire on Customer Satisfaction (Proposed) Appendix 10.10 Actual Practice for the Control and regulation of groundwater in Tokyo, Japan Chapter 13-related Appendix 13.1 Design sewage flow in south west treatment area Appendix 13.2 Rough project cost estimation for wastewater treatment processes Appendix 13.3 Required area for waste stabilization pond Appendix 13.4 Capacity Calculation Appendix 13.5 Hydraulic Calculation Appendix 13.6 Drawings Appendix 13.7 Typical Drawing of Existing Pylon in WWTP Site Appendix 13.8 Result of Topographic survey and Soil investigation Chapter 14-related Appendix 14.1 Direct Construction Cost Chapter 15-related Appendix 15.1 Economic Cash Flow of Water Supply Component Appendix 15.2 Economic Cash Flow of Sewerage Component Appendix 15.3 Economic Cash Flow of Drainage Component Appendix 15.4 Economic Cash Flow of Combined Components (Original) Appendix 15.5 Economic Cash Flow of Combined Components (Option 1) Appendix 15.6 Economic Cash Flow of Combined Components (Option 2) Appendix 15.7 Financial Cash Flow of Water Supply Component Appendix 15.8 Water and Sewerage Price for Households (Original) Appendix 15.9 Water and Sewerage Price for Households (Option 1) Appendix 15.10 Water and Sewerage Price for Households (Option 2) Appendix 15.11 Cash Flow of Household Use (Original) Appendix 15.12 Cash Flow of Household Use (Option 1) Appendix 15.13 Cash Flow of Household Use (Option 2) Chapter 16-related Appendix 16.1 Screening and Scoping for EIA/IEE Appendix 16.2 Minutes of the Public Hearing A-3 Preparatory Study for Lahore Water Supply, Sewerage and Drainage Improvement Project Final Report Appendix 16.3 Consultation Meeting Notice Appendix 16.4 Screening Form Appendix 16.5 Monitoring A-4 Preparatory Study for Lahore Water Supply, Sewerage and Drainage Improvement Project Final Report Appendix 3.1 National Environmental Quality Standards for Municipal and Liquid Industrial Effluents Revised Standards Existing S.No Parameter Into Inland Into Sewage Standards Into Sea Waters Treatment 1. Temperature or Temperature Increase * 40℃ ≦3℃ ≦3℃ ≦3℃ 2. pH value (H+) 6-10 6-9 6-9 6-9 (1) 3. Biochemical Oxygen Demand (BOD)5 at 20℃ 80 80 250 80** 4. Chemical Oxygen Demand (COD) (1) 150 150 400 400 5. Total Suspended Solids (TSS) 150 200 400 200 6. Total Dissolved Solids (TDS) 3,500 3,500 3,500 3,500 7. Oil and Grease 10 10 10 10 8. Phenolic compounds (as phenol) 0.1 0.1 0.3 0.3 9. Chloride (as Cl-) 1,000 1,000 1,000 SC*** 10. Fluoride (asF-) 20 10 10 10 11. Cyanide (as CN-) total 2.0 1.0 1.0 1.0 12. An-ionic detergents (as MBAS) (2) 20 20 20 20 2- 13. Sulphate (SO4 ) 600 600 1,000 SC*** 14. Sulphide (S2-) 1.0 1.0 1.0 1.0 15. Ammonia (NH3) 40 40 40 40 16. Pesticides (3) 0.15 0.15 0.15 0.15 17. Cadmium (4) 0.1 0.1 0.1 0.1 18. Chromium (trivalent and hexavalent) (4) 1.0 1.0 1.0 1.0 19. Cooper (4) 1.0 1.0 1.0 1.0 20. Lead (4) 0.5 0.5 0.5 0.5 21. Mercury (4) 0.01 0.01 0.01 0.01 22. Selenium (4) 0.5 0.5 0.5 0.5 23. Nickel (4) 1.0 1.0 1.0 1.0 24. Silver (4) 1.0 1.0 1.0 1.0 25. Total toxic metals 2.0 2.0 2.0 2.0 26. Zinc 5.0 5.0 5.0 5.0 27. Arsenic (4) 1.0 1.0 1.0 1.0 28. Barium (4) 1.5 1.5 1.5 1.5 29. Iron 2.0 8.0 8.0 8.0 30. Manganese 1.5 1.5 1.5 1.5 31. Boron (4) 6.0 6.0 6.0 6.0 32. Chlorine 1.0 1.0 1.0 1.0 Source: Statutory Notification (S.R.O), S.R.O 549 (I)/2000 Note: 1. Assuming minimum dilution 1:10 in discharge, lower ratio would attract progressively stringent standards to be determined by the Federal Environmental Protection Agency. By 1:10 dilution 2. Methylene Blue Active Substances; assuming surfactant as biodegradable 3. Pesticides include herbicides, fungicides and insecticides. 4. Subject to total toxic metals discharge should not exceed level given at S.No.25. 5. Applicable only when and where sewage treatment is operational and BOD5=80mg/l is achieved by the sewage treatment system. 6. Provided discharge is not at shore and not within 10 miles of mangrove or other important estuaries. * The effluent should not result in temperature increase of more than 3 0C at the edge of the zone where initial mixing and dilution take place in the receiving body. In case zone is not defined, use 100 meters from the discharge. ** The value for industry is 200 mg/l *** Discharge concentration at or below sea concentration (SC).