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Wastewater Treatment in Asian Cities Metropolitan Environmental Improvement Program January 1996 91 ......................................................................................................................... ivsodsi a-PpnS FT.~~~~~~~~~~~~~~~. .blauq~ssu1~vz Xu*tuw.qlal Cr. uoyn1,tD7?|fi.poN ssaJoij pUD uO atuiSqni jyavpnjS . ..uaiWuJvSau g.lumlt 6r.suiass~fg suawwatj XuynnpJd J EL------------------------------------------------------ ................. uloyv" suo ia ;vfl 6... ...........................a..... n ,qd itn, uozu as 6....... . --vtuwdq;slos3fJ 8 -----..................--------- sajoupug 9.............I pa4umsuM pudimunW uo ujnq . ................................. 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Definitions and Standards ..................................... 17 Storage, Treatment, and Disposal ..................................... 17 Current Status in the Study Areas ..................................... 18 Ownership, Management, and Financing ...................................... 19 Private Sector Participation ...................................... 19 Institutional Arrangements ................................... 19 Industry Associations ................................... 20 Build-Operate-Transfer (BOT) ................................... 20 Build-Own-Operate (BOO) ................................... 23 Government Ownership and Management ................................... 23 Cost Recovery and Tariff Structure ..................................... 24 The "Polluter-Pays-Principle" ..................................... 24 Assumptions ...................................... 25 Examples of Recommended Tariff Structure ..................................... 26 Ja-Ela Ekala (volumetric flow plus COD load) ...................................... 26 Ratmalana-Moratuwa (volumetricflow only) ...................................... 26 Regulatory Framework ..................................... 27 Monitoring and Enforcement of Standards ..................................... 27 Sri Lanka ....................................... 27 Indonesia ....................................... 29 Appendix A: Polluter Inventory ..................................... A-1 Appendix B: Cost Summary ..................................... B-1 Appendix C: Survey Site Maps ..................................... C-1 Figures Figure 2.1: Wastewater Contribution by 176 Industries in Mookervart ............................... 6 Figure 3.1: Typical Activated Sludge Process ..................................................................... 11 Figure 4.1: BOT Arrangement with the Government ............................................................ 21 Figure 4.2: Government Management Option ..................................................................... 23 Maps Map C.1: Sri Lanka: Feasibility Study for Industrial Wastewater Treatment ................ C-1 Map C.2: Sri Lanka: Feasibility Study for Industrial Wastewater Treatment-Ja-Ela Ekala Study Area ..................................................................... C-2 Map C.3: Indonesia: Feasibility Study for Industrial Wastewater Treatment ......... ....... C-3 Map C.4: Indonesia: Feasibility Study for Industrial Wastewater Treatment ......... ....... C-4 Wastewater Treatment in Asian Cities Tables Table 1.1: Recommended Wastewater Management Scenarios .............................................2 Table 2.1: Wastewater Contribution by 176 Industries in Mookervart .................................5 Table 2.2: Industry Types and Typical Effluents .....................................................................6 Table 2.3: Wastewater Contribution by 122 Industries In Cipinang .............. .......................7 Table 2.4: Wastewater Contribution by 239 Industries At JIEP ................ ............................7 Table 2.5: Per Capita Domestic Wastewater Generation ........................................................8 Table 3.1: Advantages and Disadvantages of Treatment Options ........................................ 11 Table 3.2: Centralized Joint Treatment ......................................................................... 12 Table 3.3: Investment Cost Relative to Treatment Plant Capacity ...................................... 13 Table 3.4: Required Pre-Treatment Before Discharging Into Collection and Centralized Treatment Systems: By Industry Types ......................................................................... 15 Table 3.5: Pretreatment Standards for Discharge of Industrial Effluents into a Joint Collection System ......................................................................... 16 Table 5.1: Tariff Structure Recommended for the Proposed Wastewater Treatment Plant in Ja-Ela Ekala .................................................................. 26 Table 5.2: Tariff Structure Recommended for the Proposed Wastewater Treatment Plant in Ratmalana-Moratuwa ..................................................................... 26 Table 6.1: General Standards for Discharge of Effluents into Inland Surface Waters ...... 28 Table 6.2: Effluent Standards Recommended by the Jakarta Study ................................... 29 Textboxes Box 4.1: Proposed Institutional Arrangement for Ja-Ela Ekala ........................................... 21 Box 4.2: Proposed Institutional Arrangement for Ratmalana-Moratuwa ........... ................ 22 Box 5.1: Tariff Structures in Practice and Cost Recovery Rates .......................................... 25 Foreword The UNDP-assisted, World Bank-executed Metro- Coordinator (NPC). The NPC coordinates all politan Environmental Improvement Program MEIP activities and is responsible for developing (MEIP) began work in 1990 in five Asian metro- the environmental network of government, private politan areas-Beijing, Bombay, Colombo, Jakarta, sector, non-governmental organizations (NGOs), and Metro-Manila. In 1993, this intercountry pro- research institutions, and communities. MEIP sup- gram began its second phase and Kathmandu ports workshops, demonstration projects, and joined as the sixth MEIP city. By 1996, MEIP will community environmental actions, and links these enter its third phase-with multi-donor assis- growing environmental network efforts with gov- tance-and launch new programs in additional emient policy and investment initiatives. Asian cities. A further focus of MEIP is the exchange of ex- MEIP's mission is to assist Asian urban areas perience and sharing of information among MEIP tackle their rapidly growing environmental prob- cities. This has been carried out through a series of lems. The MEIP approach emphasizes the intercountry workshops that review the city work cross-sectoral nature of these problems and the programs, exchange useful experience, and de- failure of traditional sectoral development strate- velop intercountry projects. gies to adequately address urban environmental MEIP has established the city programs, set in deterioration or the linkage between industrial and motion a variety of city subprojects, and mobilized urban development. the intercountry exchange. MEIP publications are The work prograrn in each city is therefore intended to share insights and experiences devel- guided by Steering Committees and technical oped from the MEIP process and its projects. The working groups that reflect the cross-sectoral, in- MEIP city programs work independently, with teragency nature of urban environmental issues. each other, and with international partners to re- The policy and technical committees develop En- verse urban environmental degradation and pro- vironmental Management Strategies (EMS) for vide useful and replicable lessons in urban envi- their metropolitan regions; incorporate environ- ronmental management. mental considerations into the work of economic and planning agencies; contribute to the strength- ening of environmental protection institutions; and identify high priority environmental investments. The MEIP city office serves as secretariat to the David G. Williams Steering Committee and is managed by a local en- Program Manager vironmental professional, the National Program Metropolitan Environmental Improvement Program vii Preface Industrial wastewater management has been a ne- of wastewater management schemes over the next glected area due to the artificial division between two or three years. This work will be followed by the urban and industrial sectors. Municipal waste- monitoring and evaluation of these wastewater water has always been managed by the urban and treatment schemes after their implementation. infrastructure sectors, but the industrial sector has The feasibility studies were conducted in five not always paid sufficient attention to industrial industrial zones, two in the Greater Colombo (Sri wastewater. In light of the rate at which many Asian Lanka) area and three in the Jakarta (Indonesia) urban centers are industrializing, MEIP felt that in- area. The Colombo studies were conducted by Soil dustrial wastewater management was a priority issue. and Water Ltd. in association with Enviroplan Ltd. This paper is based on the findings of recent fea- (Ja-Ela Ekala), and Associated Engineering and sibility studies assessing the potential for central- Surath Wickramasinghe Associates (Ratmalana- ized (treating several facilities' industrial waste- Moratuwa). The Jakarta studies were conducted water) or joint (treating industrial and residential by DHV Consultants BV in association with effluents) wastewater management in two Asian IWACO, P.T. Waseco Tirta, P.T. Indah Karya, and developing countries. In light of the current inter- P.T. Bita Bina Semesta. Layout of this paper was est in this approach, it is expected that this review designed and executed by Julia Lutz. The author of will disseminate the initial findings which could this paper is Kumi Kitamori, with reviews by be useful to those making decisions on these types David Williams, Tom Walton, and P. Illangovan. viii Abbreviations, Acronyms, and Data Note BOD biochemical oxygen demand substance NEA National Environmental Act (Sri Lanka) BOI BoardofInvestment(formerlytheGreater NWSDB National Water Supply and Drainage Colombo Economic Commission) Board BOO build-own-operate O&M operations and maintenance BOOT build-own-operate-transfer pH measurement of acidity or alkalinity BOT build-operate-transfer PS Pradeshiya Sabha CEA Central Environmental Authority (Sri SCOPE Scheme for the Control of Pollution of Lanka) Existing Industries COD chemical oxygen demand substance SS suspended solids EIA environmental impact assessment TSS total suspended solids EIE Ekala Industrial Estates TTKI Tata Tertib Kawasan Industri (Indonesia) GOSL Government of Sri Lanka UASB upflow anaerobic sludge blanket IDA International Development Authority USEPA U.S. Environmental Protection Agency (World Bank) JIEP Jakarta Industrial Estate at Pulogadung Data note: MEIP Metropolitan Environmental Improve- Unless otherwise indicated, dollars refer to U.S. ment Program (World Bank/UNDP) dollars. ix Introduction Many Asian cities are experiencing rapid urbaniza- treatment scheme can be cumbersome. The mix- tion and industrial growth, and subsequently, are ture of effluents from the different industrial ac- paying the price of severe water pollution. In com- tivities must be compatible with the selected treat- ing years, as these cities' population and level of ment processes. To ensure this, appropriate industrial activities increase, water pollution prob- standards for on-site pre-treatment must be estab- lems in the region will be exacerbated. If Asian cit- lished, monitored, and enforced. In addition, a ies are to achieve environmentally sustainable de- sound and sustainable institutional framework velopment, active and effective pollution abatement must be established to delegate responsibilities of measures must accompany further industrial ownership, management, operations, cost recov- growth. This paper will review issues in industrial ery, and meeting influent and effluent standards. wastewater management, normally neglected in tra- Perhaps most importantly, industries must be per- ditional sectoral development strategies; municipal suaded to participate in a centralized treatment wastewater treatment falls under urban infrastruc- scheme rather than treating on their own. For this, ture, but the industrial sector has not always paid suf- the total cost of centralized or joint treatment must ficient attention to industrial wastewater treatment. be more attractive than individual treatment. Despite new laws and regulations requiring in- For a given industrial area, issues involved in iden- dustries to treat their wastewater, many industries tification ofthe optimal wastewater management sce- in developing countries are unwilling or unable to nario can be summed into the following questions: comply, often due to lack of effective enforce- 1. Is centralized (treating several plants' effluents ment. Also, especially for small-scale industries, it together) treatment of industrial wastewater is often financially and technically not feasible to preferable to individual on-site treatment? individually treat their wastewater. Centralized 2. Should municipal wastewater be included (i.e., wastewater treatment for a group of industries can joint wastewater treatment)? be a practical and economically sound solution. 3. Which treatment option should be pursued? The primary advantage of centralized wastewa- 4. Who will own or manage these centralized or ter treatment is economy of scale. For a given joint treatment facilities? group of industries, centralized treatment of their 5. How should standards be monitored and enforced? wastewater can be significantly less expensive 6. How should financing and cost recovery be ar- than the combined cost of individual treatment, ranged? both in investment costs and in operation and The Metropolitan Environment Improvement maintenance costs. It can also be more reliable, Program (MEIP) commissioned feasibility studies since a larger treatment facility can afford better to assess the potential for centralized wastewater equipment and employ well-trained, full-time op- treatment plants in urban industrial areas facing erational staff; these may not be affordable to a water pollution problems. This paper reviews the smaller, on-site treatment facility. wastewater management scenarios recommended On the other hand, implementing a centralized by these studies conducted in five industrial areas: I Wastewater Treatment in Asian Cities 2 Ja-Ela Ekala and Ratmalana-Moratuwa, both in the Ja-Ela Ekala Study Area' Greater Colombo area, Sri Lanka; and Mookervart, Cipinang, and Jakarta Industrial Estate at As depicted in maps C.1 and C.2 in appendix C, this Pulogadung (JTEP) in the Jakarta area, Indonesia. study area covers a total land area of 65.3 square The recommendations for each of the study areas kilometers, has a population of 156,400, and con- are briefly summarized in this section. More details tains 135 industrial establishments in operation on each of the study areas are given in appendix A. employing a work force of over 21,700 in 1993. Chapter 2 reviews the polluter inventory of the Ja-Ela Pradeshiya Sabha (PS) is located about 15 study areas, and examines the types of data and in- kilometers north of Colombo. Ekala is located in formation necessary for answering questions 1 and the northern part of PS, covering about one-third 2 above. Chapter 3 outlines available wastewater of PS. The Ja-Ela Urban Council covers the central treatment process technologies. Chapter 4 exam- part of the study area inside the PS. The main in- ines different institutional models for ownership, dustrial concentration in the study area is in Ekala management, and financing of centralized or joint and includes the Ekala Industrial Estate (EIE). The wastewater treatment facilities. Issues behind de- industrial areas outside EIE are interspersed termination of tariff structures and resultant finan- among residential and agricultural areas. Seventy- cial viability of centralized and joint wastewater three industries are proposed to be served by a cen- treatment schemes are discussed in chapter 5. Fi- tralized treatment plant (sixty-eight through piped nally, chapter 6 reviews the regulatory frame- connections, five outside the network transporting works governing wastewater treatment plants for effluent by tankers). Municipal wastewater will the study areas in Sri Lanka and Indonesia. not be included. The centralized treatment plant would employ the conventional activated sludge method with primary settling. All industries would The Study Areas have pre-treatment facilities for their effluents at source. Sludge treatment would also be included. Table 1. I summarizes the recommended wastewa- The study recommends a build-own-operate ter management options for the study areas. (BOO) arrangement; the participating industries Table 1.1: Recommended Wastewater Management Scenarios Treatment Number of Centralized Joint Technology Ownership, Management, Study Area Location Industries Treatment Treatment Choice Disposal and Financing Colombo, Inland BOO with a company owned Ja-Ela Ekala Sri Lanka 73 Yes No Biological surface by participating industries water NWSDB owns and operates Ratmalana Colombo, . Ocean collection system,a BOOIBOT Moratuwa Sri Lanka 225 Yes Yes Primaryonly outfall firm operates treatment plant and outfall Jakarta, Inland PDPAL owns and operates the Mookervart Indonesia 176 Yes Yes Biological surface entire system water Jakarta, Cipinang Indonesia 122 No n.a. n.a. n.a. n.a. Jakarta, Inland Industrial estate management, JIEP Indonesia 239 Yes No Biological surface P.T. JIEP (parastatal) owns, water but contracts out O&M 3 Chapter 1 would establish and manage a limited liability monitoring, and revenue collection. The BOO or company, with possible Government shareholding build-operate-transfer (BOT) company would be for the future capacity reservation, to be sold to responsible for financing, design, construction, other industries joining the scheme in the future. and operation of the wastewater treatment plant The company would assume the responsibility and and the ocean outfall. risk for the construction and operation of the cen- tralized treatment plant. Also, this company would Mookervart Study Area3 be required to obtain the environmental protection license and would be monitored by the authorities This study area (see maps C.3 and C.4 in appendix for compliance. The performance of the individual C) covers a long, narrow stretch of industrial zone pre-treatment plants would be monitored by the containing 176 industrial establishments; only a operating company. few of them currently have their own on-site treat- ment facilities. Most are located along the Ratmalana-Moratuwa Study Area2 Mookervart River, into which they discharge ef- fluents. The length of the study area is approxi- The Ratmalana area covers the southern part of the mately 12.25 kilometers. About half of the study Dehiwela-Mt. Lavinia Municipal Council, as de- area lies in the Tangerang Regency, while the picted in map C. 1. The Moratuwa area lies within other half is in the city of DKI Jakarta. The pre- the Moratuwa Urban Council. Covering 40 square dominant polluters (75 percent of wastewater vol- kilometers, the study area currently has a popula- ume in the study area) are textile, food, and bever- tion of approximately 350,000. The area is charac- age industries. However, the proposed joint terized by mixed land use with approximately 225 treatment plant is aimed mostly at municipal industrial establishments interspersed among resi- wastewater, presently small but expected to in- dential and commercial establishments. The pre- crease more rapidly than industrial wastewater, dominant industries include textiles and garments, eventually representing over 70 percent of the total chemicals, metal finishing, food, and asbestos flow by 2015. The joint treatment plant would em- products. In addition, there are a number of cottage ploy biological treatment processes without physi- and small-scale industries. Residential develop- cochemical treatment. ment generally occurs as single-family lots, al- The study recommends ownership and man- though pockets of higher-density multi-family de- agement by a well-established public enterprise velopments are also present. Low-income and for both the joint treatment plant and the collection squatter settlements occur throughout the area, system. It suggests the wastewater enterprise particularly along canal banks and lake and lagoon PDPAL as the suitable owner and managing insti- shorelines. The study recommends joint primary tution of the facilities. treatment (fine screening and grit removal) of in- dustrial and domestic wastewater from industries Cipinang Study Area as well as municipal wastewater, and disposal via an ocean outfall. All industries would be required This study area (see maps C.3 and C.4 in appendix to install their own pre-treatment facilities to meet C) is also a long and narrow stretch of industrial pre-treatment standards. The outfall would extend area, approximately 13 kilometers long and no 2,000 meters into the ocean. wider than 2.25 kilometers. The area partly lies in The study recommends some form of govern- DKI Jakarta, and the remainder in Bogor Regency. ment and private-sector partnership, suggesting an The area has 122 industrial establishments, and arrangement where the National Water Supply and their effluents are discharged into the Cipinang Drainage Board (NWSDB) would have direct re- and Baru Timur Rivers. The area contains many sponsibility for the collection network, effluent highly polluting industries such as food and bever- Wastewater Treatment in Asian Cities 4 ages, textiles, and pharmaceuticals, but most of be the most suitable choice. However, since JIEP them already treat their effluents or the effluents has no previous experience in wastewater collec- already comply with current standards. The study, tion and treatment, it is recommended that it enter therefore, recommends additional investment in into an operation and management (O&M) contract new individual treatment facilities and upgrading with a firm specializing in wastewater management. existing facilities, rather than a centralized treat- ment plant for this area. Endnotes Jakarta Industrial Estate at Pulogadung (JIEP) I Soil and Water Ltd. in association with This study area (see maps C.3 and C.4 in appendix Enviroplan Ltd. Feasibility Studyfor the Estab- C) is an industrial estate managed by P.T. JIEP, a lishment of a Joint Wastewater Treatment parastatal enterprise, and is located in DKI Jakarta. Plant for Industrial Estate/Industries in Ekala JIEP contains 239 small- to medium-scale indus- and Ja-Ela, April 1994. tries producing small volumes of wastewater. 2 Associated Engineering and Surath Wickra- Thus, it is economically more attractive to treat asinghe Associates. Feasibility Study for the their effluents collectively than individually, Establishment of a Central Wastewater Treat- which would otherwise be almost 2.5 times more ment Plant for Industrial Estates/Industries at expensive. The proposed centralized treatment Ratmalana and Moratuwa, Greater Colombo plant would employ anaerobic and facultative la- Area, July 1994. goons constructed within the industrial estate, I DHV Consultants BV in association with eliminating additional land costs. IWACO, P.T. Waseco Tirta, P.T. Indah Karya, The study recommends that both the centralized P.T. Bita Bina Semesta, as part of Third treatment plant and the collection system be owned Jabotabek Urban Development Project: Envi- and managed by a well-established public enter- ronmental Protection Component (A). Joint prise. Since the area served by the joint treatment Waste Water Treatment for Industrial Estates, plant is an organized industrial estate, JIEP would June 1993. 2 Polluter Inventory Effluent Data from estimated from identifying industrial subsectors. Industrial Point Sources The typical pollutants from various industries are summarized in table 2.2. Who contributes how imuch to the total water pol- Whether a group of industries should opt for a lution in a given area must be identified by a thor- centralized wastewater treatment plant or indi- ough inventory of existing industrial activities and vidual on-site treatment facilities depends not only effluents. For each industry, effluent data on flow, on flow and pollution contribution by the indus- pollution load, and efficiency of existing indi- tries, but also on how much individual treatment vidual treatment are needed. The effluent charac- capacity already exists. For example, the study teristics should be analyzed for parameters such as concludes that centralized industrial wastewater pH, temperature, BOD, suspended solids, metals, treatment is not the optimal solution for the and other pollutants. The standard parameters are Cipinang area. Most of the total BOD load in the listed in table 2.2 and table 3.4, but for preliminary area is generated only by four out of 122 indus- assessment, flow voluime and BOD load' alone are tries, many of which already have individual treat- often sufficient to identify the largest sources in a ment facilities with the overall treatment effi- given area. Often most of the water pollution in an ciency of 60 percent for the entire area, or area is caused by only a few industries. discharge effluents already in compliance. This is Mookervart is an example of an industrial area summarized in table 2.3, and elaborated further in where most of the water pollution is generated by a few large-scale polluters. Based on the inventory of 176 existing industries, the total flow of indus- trial effluents in the area was estimated to be Table 2.1: Wastewater Contribution 14,501 cubic meters per day, with BOD load of by 176 Industries in Mookervart 7,670 kilograms per day. Existing treatment facili- Share of Top ties at a few of the industries reduces the total Study Area Ten as BOD load by 3 8 percent to net BOD load of 4,777 Source of Top Ten Total (176 Percentage of kilograms per day. The study further found that 82 Effluents Polluters factories) Total percent of net BOD load and 50 percent of total Flow (cubic flow are contributed by the ten largest polluters: meters/day) 7,290 14,501 50.3 six food and beverage industries, three textile in- Raw BOD dustries, and a paper mill. Only four of the top ten (kg/day) 6,346 7,670 82.7 polluters currently have individual treatment fa- Treatment cilities. This is summarized in table 2.1 and figure Efficiency 38% 38% -- 2.1, and inventories of industries in Mookervart Net BOD and other study areas are presented in appendix A. (kg/day) 3,991 4,777 83.5 Characteristics and intensity of pollution can be 5 Wastewater Treatment in Asian Cities 6 est polluters contribute only 20 percent of total Figure 2.1: Wastewater Contribution flow and 65 percent of by 176 Industries in Mookervart the total net BOD load. 90_ In addition, only about 9 80 percent oftthe total BOD 70 is currently removed by 60 existing individual treat- @ 50 ment facilities in JIEP. aL 40 This is summarized in 30 table 2.4, with additional 20 data in appendix A. 10 Num ber of Flow Volume Raw BOD Data on Municipal Industries Load Wastewater 0Others (166 out of 176) ETop 10 Polluters Relative significance of municipal wastewater in a given area must be un- Table 2.2: Industry Types and Typical Effluents derstood in order to de- Types of Industries Pollutants termine whether ornotto Food and beverages BOD, COD, SS, pH, nitrogen, oil, grease jointly treat municipal Pharmaceutical, BOD, COD, SS, pH, oil, grease, phenols, heavy wastewater at the cen- chemical, plastic, rubber metals, surfactants tralized industrial waste- Textiles BOD, COD, pH, SS, phenols, heavy metals, sulphates For example, the mixed Leather tanning BOD, COD, pH, SS, oil, grease, chromium, sulphates industrial-residential land Metal, electroplating SS, pH, heavy metals, phenols, ammonia, cyanides, use in the Ratmalana- sulphates Moratuwa study area Paper BOD, COD, SS, heavy metals, phenols, ammonia, oil, produces almost as grease much municipal as in- Ceramics, glass COD, SS, pH, phosphorus, sulphates dustrial wastewater; to- Paints, dyestuffs BOD, COD, pH, SS, heavy metals, oil, grease tal flow from 222 indus- Printing BOD, COD, SS, heavy metals trial sources is estimated to be about 8,000 cubic meters per day, and mu- nicipal wastewater flow appendix A. A centralized treatment plant just for is estimated at 7,260 cubic meters per day. The cur- the remaining industries would be more expensive rent government policy is for new high- and me- than additional investments in individual treat- dium-polluting industries to locate on industrial es- ment facilities and upgrading existing facilities. tates served by centralized treatment plants. In contrast, it makes sense to opt for centralized Therefore, no significant increase in highly pollut- wastewater treatment in JIEP because the overall ing industries is anticipated in this area The study water pollution in this study area is generated by projects a 30 percent increase in total flow of indus- many small- to medium-scale polluters; the ten larg- trial effluents in the area by the year 2017 from ex- 7 Chapter 2 jointly treated. Due to the semi-urban characteris- tic of the area, only 40 percent of municipal waste- Table 2.3: Wastewater Contribution water can be economically connected to the by 122 Industries In Cipinang collection network and, even for this, O&M cost Share of recovery would not be affordable for most house- Study Area Top Ten as holds. Since these households do not yet have Source of Top Ten Total (122 Percentage Effluents Polluters Factories) of Total piped water supply, let alone a sewerage system, Flow (cubic 10 059 15,942 63.5 the study concludes that joint treatment of munici- meters/day) 1 1 6 pal wastewater is not a high priority at this time. Raw BOD 4,608 7,956 57.9 Estimates of municipal wastewater are often (kg/day) based on estimates of per capita pollution genera- Treatment 41% 60% tion multiplied by population. The assumptions Efficiency ° made by the studies are summarized in table 2.5. Net BOD 2,694 3,192 84.4 Where different assumptions are used for dif- (kg/day) ferent studies, wastewater data from different study areas can be misleading. For example, the municipal wastewater projections for study areas around Jakarta project the gradual development of Table 2.4: Wastewater Contribution a municipal sewerage network, while this factor is by 239 Indlustries At JIEP not reflected in the Ratmalana-Moratuwa study. Share of The latter instead captures different levels of per Study Area Top Ten as capita domestic wastewater generation from hous- Source of Top Ten Total (239 Percentage ing, commercial, and industrial establishments. Effluents Polluters Factories) of Total Flow (cubic 975 4,679 21 meters/day) Raw BOD Wastewater Growth Projections (kg/day) 1,414 2,182 64.8 Treatment 8° 9° Wastewater growth projections need to be made in Efficiency 8 9% order to establish treatment plant design criteria. Net BOD 1,301 1,992 63.5 Projections of future industrial effluent flow and (kg/day) 1 , . characteristics of plant design are made based on expected future industrial development in the area and pollution reduction measures likely to be pansion of existing industries and the potential con- taken by individual industries. Municipal waste- version of presently non-effluent generating indus- water projections are based on population growth tries. During this same period, a 50 percent increase and plans for future construction of municipal in municipal wastewater flow is projected. Based sewers. Specifically, wastewater growth projec- on this, the study recommendsjoint treatment of in- tions are based on the following elements: dustrial and municipal wastewater. In addition, deciding on joint or centralized increase in flow and pollution load due to growth treatment should consider whether significant in industrial activities, in turn, influenced by land amounts of municipal wastewater can be economi- use policies; cally connected to the collection system. This largely depends on whether the area is already decrease in flow and pollution load due to in- sewered. For example, the study recommends that creased individual treatment and on-site waste municipal wastewater in Ja-Ela Ekala area not be minimization measures; and Wastewater Treatment in Asian Cities 8 is generated by indus- tries, but by 2015, do- Table 2.5: Per Capita Domestic Wastewater Generation mestic wastewater is Colombo Area (Ratmalana-Moratuwa Study) expected to represent Residential Commercial Industrial over 70 percent of the Flow (liters per capita/day) 135 50 50 total flow, due to antici- BOD (grams per capita/day) 55 25 25 pated population Jakarta Area growth and sewerage Non-Sewered Area Sewered Area projects in the area, BOD (grams BOD (grams connecting more resi- Flow (liters per per capita per Flow (liters per per capita per dences to the proposed capita per day) day) capita per day) day) joint treatment plant 1995 10 5 50 30 collection system. 2005 20 5 60 30 Based on this, the study 2015 30 5 70 30 recommends joint treat- ment of municipal wastewater. increase in flow due to population growth and de- velopment of municipal sewerage networks. Endnotes Wastewater growth projections are important in deciding between individual, centralized, or Instead of analyzing actual effluent samples, joint treatment. Inventories of the current situation BOD load is often estimated from production alone are insufficient. Currently in Mookervart, 75 output and effluent flow, based on certain indus- percent of the total wastewater volume in the area try-specific BOD-flow or BOD-output ratios. 3 Technical Options Treatment Options Chemical treatment is normally used in combi- nation with other treatment methods. Chemicals Wastewater treatment methods separate and re- are often added in order to enhance primary treat- move pollutants from water so that it will not ment, especially if the wastewater is not bound for cause environmental degradation when dis- secondary biological treatment, or as a means of charged. Wastewater treatment processes are clas- augmenting existing wastewater treatment capac- sified into three basic categories: 1) physical treat- ity. Chemical treatment becomes necessary when ment, 2) chemical treatment, and 3) biological toxic compounds, dyestuff, or heavy metals are treatment. One, or some combination of these present in the wastewater, as is typical in textile, three, are used, depending on the wastewater's paint, battery, metal plating, leather tanneries, and concentration and types of pollutants. Centralized chemical industries' wastewater. Chemical treat- and joint wastewater treatment plants normally ments can also remove suspended solids, BOD, use biological treatment, while physicochemical and COD, but BOD removal efficiency is 30-70 pre-treatment is necessary for effluents from cer- percent that of biological treatment, depending on tain industries. If effluent standards are not met af- the wastewater's characteristics. A precipitant ter biological treatment, more sophisticated physi- (normally a metal salt) is added to form a precipi- cochemical treatment is applied in combination or tate of suspended solid particles, colloidal matter, as a tertiary treatment. a phosphorus metal compound, and a metal hy- droxide compound. This precipitate is removed in Physicochemical Treatment a separation process such as settling or flotation. Physical or mechanical treatment-screening out Biological Treatment large objects, and a grit chamber to remove sand, gravel, and other materials that could damage The main purpose of biological treatment is re- pumps-is normally the first step in most wastewa- moving organic waste. The treatment can be ap- ter treatment plants. After that, primary treatment plied to raw, physically- or chemically-treated removes settleable solids, typically by gravita- wastewater, but certain biological processes re- tional sedimentation. This removes about 60 per- quire pre-treatment. Biological removal of BOD cent of influent suspended solids but only about 30 uses a variety of microorganisms, principally bac- percent ofthe influent BOD. For substances that do teria, and produces sludge as a by-product. This not settle slowly, such as oil and grease, flotation sludge consists of suspended solids removed from is preferred. These processes are relatively simple the wastewater and surplus organisms from the and are necessary before secondary biological biological treatment. Treating this sludge is an im- treatment. Large substances screened out are usu- portant part of wastewater treatment, and can be ally sent to landfills. The settled sludge is usually expensive. Sludge management is discussed sepa- thickened, stabilized at a digester, and disposed. rately below. Biological treatment employs either 9 Wastewater Treatment in Asian Cities 10 aerobic or anaerobic processes; the former uses temperatures and longer residence time required. microorganisms that require oxygen and the latter Also, anaerobic processes work only on wastewa- microorganisms that work without oxygen. The ter with a relatively high concentration of pollu- most commonly used aerobic methods include 1) tion load, limiting their applicability to diluted oxidation ponds or aerated lagoons, 2) activated wastewater. One example is upflow anaerobic sludge, and 3) biofilm. sludge blanket (UASB) reactors. Combining biological and chemical treatment Pond- or lagoon-based methods are relatively significantly improves phosphorus removal (to 90- low-cost, and require minimal technical skills for 95 percent) as well as TSS and BOD removal. How- operation and maintenance. They are highly adapt- ever, the quantity of sludge increases, and it re- able to a wide range of wastewater mixtures and quires concentration, stabilization, and dewatering. provide adequate capacity reservation for shock or A process diagram of a typical biological treat- seasonal loads. However, they require larger land ment plant is given in figure 3.1. areas than other methods. Aerated lagoons rely on mechanical oxygen transfer to promote decompo- Evaluating Treatment Systems sition of wastes, whereas oxidation ponds rely solely on biological activation. Selecting an optimal treatment system from the many technologies available is a site-specific ex- In the activated sludge process, organic matter is ercise, considering the quantity and quality of the partly oxidized to carbon dioxide and partly con- effluent mix at the site. The main objective is en- verted to sludge. The microbiological process is suring that, after treatment, the final effluent com- identical in biofilm process, but the reactor de- plies with local standards. Cost-effectiveness of signs are different. In both designs, the reactor treatment technology options, both in terms of in- supplies oxygen needed to oxidate organic matter. vestment costs and operations and maintenance In both processes, the wastewater is brought into (O&M) costs is another important factor. Selec- contact with a large biomass, from which the tion criteria should also include the level of sludge wastewater must be separated after treatment, usu- production, since sludge treatment and storage ally by settling. For the activated sludge process, costs can represent a significant share of a waste- microbes are in suspension, while in biofilm pro- water treatment facility's total costs. Area required cesses they are attached to a filter or a disk. for a treatment facility can also be a critical point Biofilm plants can be configured as trickling in selecting a treatment system if it must be built in filters, submerged aerated filters, or rotating disks. a urban area with high land prices. Advantages and Preliminary treatment is always needed. Biofilm disadvantages of some of the more prevalent treat- plants are preferred for medium- to high-organic ment options in terms of the above selection crite- loads. An advantage of biofilm reactors is that they ria are summarized in table 3.1. require smaller residence times and thus smaller area for reactors. A disadvantage is their extreme Cost Summary sensitivity to load fluctuations. For the proposed wastewater treatment plants Anaerobic processes convert organic matter into serving the four study areas, investment and O&M methane, which can yield energy. The main ad- costs relative to plant capacity and treatment per- vantage of anaerobic treatment is that it produces formance are summarized in table 3.2. It must be less sludge, minimizing the sludge disposal prob- remembered that the cost estimates in table 3.2 are lems associated with biological treatment. taken from studies conducted by different consult- Anaerobic processes also require less power and ants (see chapter 1) and are not based on standard fewer nutrients. Disadvantages include the higher calculations. Second, the differences in relative I Chapter 3 more than six times that of the Ja-Ela treatment Figure 3.1: Typical Activated Sludge Process plant (21,740 cubic 3=uDV z Neutralization meters per day and 3,500 Wastewater cubic meters per day, re- Collected spectively), yet its in- Primary | > > Aeration | Secondary Clarifiers * Basin - - Clarifiers vestment cost is only EffluenX t slightly more (US$2.83 ' ~ a' Muent t million and US$2.05 ------------ Pumping. . 'eturn Sludge, Pulping million). However, it Xste Sludge should be noted that the \4*/ Effluent Sludge Sludge Discharged JIEP treatment plant in- Drying Beds Thickener vestment cost is mark- edly lower than others | Digester | relative to their capaci- ties (see further analysis ateng Sludge Disposal (Landfill, etc.) in table 3.3). These dif- ferences in relative costs arise partly be- cause the four proposed Table 3.1: Advantages and Disadvantages of Treatment Options treatment plants employ Investment O&M Sludge Area BOD four different treatment Treatment Options Costs Costs Production Requirement Removal methods: the Ja-Ela Aerobic Ekala plant employs the Aerated lagoon low low small high good activated sludge process Activated sludge high moderate medium moderate good while the Ratmalana- Trickling filter moderate low moderate moderate fair Moratuwa plant is only Rotating biodisc high low moderate moderate good for primary treatment. Anaerobic Investmnent costs for the UASB high low low low fair JIEP treatment plant are Chemical relatively low because land is available at no Chemical treatment low high high low moderate cost on estate premises. I__ For reference, some capacity and cost fig- costs for the four proposed treatment regimens re- ures for existing centralized treatment plants in In- flect the site-specific conditions behind them. For dia are included in table 3.2. Appendix B includes these reasons, the data in table 3.2 are presented in an additional cost summary including the costs of order to facilitate simple comparisons between collection networks and the complete project costs these studies, rather than cost-effectiveness analy- from the four feasibility studies. sis of different treatment processes. It is evident from table 3.2, for example, that the proposed treatment plant for Ja-Ela Ekala is signifi- Waste Minimization at the Source cantly more expensive relative to its size compared to others. The design flow capacity of the proposed Although most studies tend to focus on end-of-pipe treatment plant for Ratmalana-Moratuwa area is treatment of wastewater, waste minimization at the Table 3.2: Centralized Joint Treatment Cost of Centralized/Joint Effluent Characteristics -3 Influent Characteristics Plant's Design Average Daily Capacity Treatment Plant* After Treatment Number of Flow (m3/day) Enterprises BOD COD TSS (industrial BOD Type of Investments O&M Costs BOD COD TSS Study Area Served (mg/') (mg/') (mg/I) sources**) TSS (kg/day) (kg/day) Treatment Costs*** (US$/year) (mg/I) (mg/I) (mg/) > Ja-Ela Ekala activated 2.05 202,300 73 420 n.a. 390 (100%) 607 1,620 sludge (102.6MRs.) (10.1 15MRs.) 30 246 28 0 Ratmalana- 21,740 2.83 153,960 Moratuwa 225 390 n.a. 310 (40%) 6,803 8,509 primary only (141.61MRs. (7.698MRs.) n.a n.a n.a. Mookervart 29,138 oxidation 5.12 331,053 176 294 736 294 (53 %) 8,600 8,600 ditch (1 1.22MRp.) (726MRp.) 10 100 20 anaerobic and JIEP 8,217 facultative 0.76 20,520 208 184 367 184 (100%) 1,508 1,508 lagoons (1.67MRp.) (45MRp.) 25 100 40 Centralized Wastewater Treatment Plants in India - Andankoil, 600 to 13,000 to 350 to 1,900 chemical and 0.41 Tamil Nadu 47 750 15,000 450 (100%) n.a n.a. anaerobic (12.9 MRs.) n.a <30 <250 <100 Pallavaram, 1,500 to 3,000 to 800 to 3,000 activated 1.35 Tamil Nadu 106 1,750 3,700 1,000 (100%) n.a. n.a. sludge (42.5MRs.) n.a. <30 <250 20 to 30 Vapi, Gujarat (industrial 55,000 activated estate) 966 400 700 300 (100%) n.a. n.a. sludge (141.5MRs.) n.a 20 200 30 Panoli, Gujarat (industrial activated 1.24 estate) 209 550 1,200 450 20,000 n.a. n.a. sludge (39.08MRs.) n.a. 100 250 100 * US$1 equals Rs.31.5 (India), Rp.2,193 (Indonesia), and SL Rs.50 (Sri Lanka). ** Balance from municipal sources. *** Base costs of the treatment plants only, except for the Vapi and Panoli plants, whose figures include collection systems as well. However, since they are located in industrial estates, the collection networks are not extensive, and thus are assumed to represent small shares of the total cost figures. 13 Chapter 3 can be classified into four categories: 1) Table 3.3: Investment Cost Relative to Treatment Plant Capacity water conservation, Design Average Investment Costsl 2) material substitu- Daily Capacity Investment Capacity (US$/cubic tion and process (flow cubic Costs (million meters design average tion 3) rocy- Study Area meters/day) US$) daily capacity) modification, 3) recy- Ja-Ela Ekala 3,500 2.05 585.7 cling, and 4) aware- Ratmalana-Moratuwa 21,740 2.83 130.2 ness enhancement. Mookervart 29,138 5.12 175.7 JIEP 8,217 0.76 92.5 Water Conservation Andankoil 1,900 0.41 215.8 Pallarvaram 3,000 1.35 450.0 metering the pro- Vapi 55,000 4.50 81.8 cess water supply Vapi 55,000 4.50 81.8 to assessandcon- Panoli 20,000 1.24 62.0 trol water con- sumption, prefer- ably by each source is an important aspect of an overall waste- individual unit; and water management plan and any industrial pollu- * reducing water use by using proper fittings, tion abatement efforts. It is often much simpler nozzles, and high-pressure washing or dry col- and cheaper to prevent generating wastewater than lection of spillage. to treat and dispose of it once it has been produced. Where water supply is priced below the opti- Recycling mal level and industrial waste disposal practices are poor, polluting enterprises have no incentives * recycling cooling water or condensate, either to incorporate waste reduction measures, unless directly or treated if needed; direct cost savings in production can be made. If * reusing process water or condensate for sec- water supply charges correctly reflect later waste- ondary purposes with lower water quality re- water treatment costs, industries would (in theory) quirements; want to conserve water. Similarly, once effluent * recovering materials forreuse orreprocessing; and charges are imposed based on volume and actual * collecting waste materials for direct reuse or sale. pollution load, industries would want to decrease wastewater discharge and tariff payments through Material Substitution and Process Modification waste minimization and pre-treatment. Wastewater flow and pollution load often can * replacing materials with ones that are less pol- be substantially reduced by better housekeeping. luting, environmentally less hazardous, or less Factory audits often reveal that a large portion of corroding; and process and production wastewater is generated by * replacing water with solvents that can be recov- cleaning the floor and equipment. Therefore, ered and reused. wastewater can be minimized by preventing spills of raw material and adopting waterless cleaning Training and Awareness Enhancement methods. Also, wastewater can be significantly re- duced by separating stormwater and relatively * increasinggeneralenvironmentalawareness;and clean process or wash water from wastewater * disseminatinginformationonwasteminimization. needing treatment. For example, the Ratmalana study reveals that More specific waste minimization measures water conservation through process modifications Wastewater Treatnent in Asian Cities 14 will have the greatest impact in the textile manu- their effluent is fit for centralized treatment and facturing sector, which accounts for over 50 per- safe for the collection system. It is necessary to set cent of all industry process wastewater discharge pre-treatment standards for compliance by indus- in the study area. It was estimated at least 15-20 tries participating in centralized treatment. Gen- percent of the wastewater produced by this sector eral pre-treatment standards for discharging indus- could be reduced at little cost to the industries. trial effluents into a joint collection system for centralized wastewater treatment are often set by relevant public authorities. For example, the Pre-Treatment Greater Colombo Economic Commission (now known as the Board of Investment or BOI) has de- Pre-treatment, whether in-plant by individual in- veloped a set of pre-treatment standards applicable dustries or at a centralized plant, is often necessary throughout the country for discharging industrial prior to physicochemical or biological treatment. effluents into common collection systems for sub- The objective of pretreatment is to protect collec- sequent centralized secondary treatment at facili- tion and treatment systems from harmful sub- ties operated by or on behalf of BOI. This is given stances and to prevent destroying microorganisms in column A in table 3.5. Presented in column E employed in biological treatment. Also, hazardous are similar Indian standards set under Environ- substances that would otherwise pass through ment (Protection) Rules of 1986, Schedule I, for treatment processes and be discharged into the en- small-scale industries with total discharge up to 25 vironment must be pre-treated. kilograms per day. Pre-treatment criteria are concerned with gen- Whether the plant is owned or operated by a eral organic loading, pH, solids, temperature, oils public authority or a private company, specific and greases, metals, and some specific organic and pre-treatment standards should be established and inorganic matters. The type of pre-treatment de- agreed in service contracts between the centralized pends on the characteristics of the wastewater and treatment plant operator and the participating in- the type of treatment to follow. Conventional pre- dustry. Compliance with these standards should be treatment consists of the following: monitored and enforced by the treatment plant op- * Equalizing irregular flow and pollution load- erator in order to protect its facilities, and also to ing. facilitate calculation of tariffs charged to the par- • Neutralizing pH and reducing sulfides and ticipating industries for the treatment according to sulphates to prevent sewer corrosion. flow volume and COD and BOD loads. * Removing oil, grease, and sediment to prevent Pre-treatment standards recommended by the sewer clogging. studies for the proposed centralized treatment * Reducing hydrocarbons to prevent explosions plants at Ja-Ela Ekala and at Ratmalana-Moratuwa in the sewers. are given in columns B and C, respectively, in * Removing heavy metals, solvents, antibiotics, table 3.5. The former are almost the same as the pesticides, and other toxic organics to prevent BOI standards in column A, except that the latter disruption of the biological treatment plant and standards for BOD, TSS, total dissolved solids, contamination of the effluent or sludge. and sulfides are more stringent. In the case of Typical pre-treatments necessary for different BOD, the BOI standard of 200 milligrams per liter industry types are presented in table 3.4. was set to prevent overloading and oxygen deple- Where centralized treatment plants employ tion problems. In contrast, the BOD standard for biological treatment methods alone to treat mixed the Ja-Ela Ekala plant is an industry-specific stan- effluents from diverse industries, required physi- dard based on anticipated loading. BOD standards cochemical treatrnent by individual industries for the Ratmalana-Moratuwa plant were proposed would be considered pre-treatment, ensuring that as 2,000 milligrams per liter, less stringent than 15 Chapter 3 Sludge Management Table 3.4: Required Pre-Treatment Before Discharging Into Collection and Centralized Treatment Systems: By Industry Types Sludge Treatment or Food processing * screening for all, and * oil/grease trap for part containing fat Processmg Textile * pH adjustment for all effluent Most wastewater treat- * neutralization/precipitation for part of effluent to remove Pb and Cr ment methods produce * remove color dye if present inorganic chemical pre- Tanneries * screening of all effluent cipitation sludge or or- * neutralization/precipitation for chromium ganic biological sludge containing effluent as byproducts. The * sedimentation of lime containing portion of sludge may contain sus- effluent pended industrial waste- Pulp and paper * screening water solids, organic * physical/chemical treatment for clay removal matter, nutrients, and re- * pH adjustment for all effluent/central effluent mains of the biological Chemical * pH adjustment treatment microorgan- * sedimentation for solids removal * solvent recovery isms (anaerobic or aero- -slvn recver bic activated sludge). It Cement * sedimentation for solids removal bic activated nslu ge Paint manufacturing * sedimentation for solids removal may also contain high * solvent recovery ~~~concentrations of heavy * solvent recovery mW n rai Iron and steel, automotive, * oil skimming meals and organic and machinery * sedimentation for solid removal chemicals, depending * neutralization/precipitation for removal of heavy on the amount of indus- metals trial wastewater and the Non-ferrous, electric, * neutralization/precipitation of heavy metals, degree to which it was electroplating, and battery cyanide oxidation for cyanide-containing portion of pre-treated. manufacturing effluent Processinginorganic Oil . oil skimming sludge requires sludge Printing * oil skimming thickeningandmechani- Wood * detoxification of preservatives cal dewatering Biologi- * solvent recovery cal sludge requires simi- lar treatment but also some form of digestion the BOI standards but not as open-ended as the Ja- to decrease the volatile solids content before dewa- Ela Ekala standard. It must also be noted that the tering and disposal. Dewatering biological sludge proposed Ratmalana-Moratuwa plant is for cen- can be done either in dewatering beds ifsuitable land tralized primary treatment. is available, or by mechanical dewatering. While A two-tier structure has been proposed for the mechanical dewatering is expensive and requires Jakarta area's proposed centralized treatment more maintenance, it is often preferred in con- plants' pre-treatment standards, and are given in gested areas with high land prices. It is possible to column D. The first set of standards indicate the de- use a mechanical dewatering facility for both inor- sirable level, but it may be permissible for one in- ganic and organic sludge, butthe two types of sludge dustry to exceed it as long as other industries' efflu- should be kept separate at all times because each ents dilute the overall mixture to desirable levels. sludge type's disposal requirements are different. Wastewater Treatment in Asian Cities 16 Table 3.5: Pretreatment Standards for Discharge of Industrial Effluents into a Joint Collection System A B C D E Parameter (mgAI unless noted otherwise) BOI, Ekala/ Ratmalana- Jakarta India Sri Lanka Ja-Ela Moratuwa (Desirable Level) BOD 200 n.d. 2,000 n.d.l(2,000) n.d. pH (no units) 6.0-8.5 5.5-9.0 6.0-9.0 6.0-9.0 5.5-9.0 TSS 500 700 1,000 n.d./(500) none Total dissolved solids 2,100 none 2,100 n.d. none Temperature (degree Celsius) 40 40 40 45 45 Oils and greases 30 40 30 20/(10) 20 Phenolic compounds (C6H5OH) 5 5 5 101(2) 5 Total chromium (Cr) 2 2 2 5/(2) 2 Hexavalent chromium (Cr6) 0.5 0.5 0.5 11(0.5) 2 Copper (Cu) 3 3 3 20/(5) 3 Lead (Pb) 1 1 1 51(1) 1 Nickel (Ni) 3 3 3 10/(2) 3 Zinc (Zn) 10 10 10 20/(5) 15 Arsenic (As) 0.2 0.2 0.2 21(1) 0.2 Boron (B) 2 2 0 51(2) 2 Selenium (Se) 0 0.1 0.1 51(1) 0.05 Ammonical nitrogen (N) 50 0 50 250/(150) 50 Sulfides (S) 2 5 2 101(5) 0 Sulphates (SO4) 1,000 1,000 1,000 250/(200) 0 Chlorides (Cl) 900 900 900 300/(200) 0 Cyanides (CN) 0.2 0.2 0.2 51(1) 2 Fluoride (F) 0 2 0 10/(2) 15 Cadmium (Cd) 0 1 0 10/(2) 15 Mercury (Hg) 0 0.01 0 0.1/(0.01) 0.01 Radioactive material: Alpha emitters 10-7 10-7 10-7 0 10-7 (microcuries/ml) Radioactive material: Beta emitters 10-6 10 8 10-6 0 10 s (microcuries/mi) n.d. - not determined Note: Maximum tolerance limits, unless noted otherwise. Sludge Disposal mon, but in many places creates a nuisance due to odor and secondary pollution. The availability of There are three general possibilities for sludge dis- suitable land is also often a problem. posal: 1) landfilling, 2) incineration and disposal The dewatered organic sludge from industrial or reuse of ash, or 3) use in agriculture if the sludge wastewater is frequently incinerated or buried in a is not toxic. municipal solid waste landfill. If the dewatered bio- Municipal wastewater sludge often can be used logical sludge's metal and toxic organic content are in agriculture because it can be a good soil condi- low enough, it can be used in agriculture. Despite tioner and contains valuable soil nutrients. De- substantial costs, sludge is incinerated where landfill pending on the type of agricultural use, sludge sites are lacking and agricultural use is prohibited. may need to be additionally disinfected to prevent Dewatered inorganic sludges are most likely to microbial pollution. Landfill disposal is still com- be hazardous or toxic due to high metal concentra- 17 Chapter 3 tions. Agricultural use is limited since it may be wastewater contains hazardous elements. Sludge contaminated by heavy metals, organic chemicals must be analyzed to determine whether it should and other toxic materials, bacteria, viruses, or other be disposed as hazardous waste. In the absence of hazards, especially if the sludge is derived from in- effective pre-treatment at individual factories, adequately pre-treated industrial wastewater. Such centralized biological treatment facilities may pro- sludges are best disposed in a secure hazardous duce hazardous sludge. Most pre-treated liquid waste landfill or a segregated, well-lined area of a wastes and sludges contain hazardous compo- municipal solid waste landfill after proper treat- nents, especially from the following industries: ment, or incinerated. Incineration's disadvantages * textiles (lead, chromium, colors) include air pollution and ash disposal. * tanneries (chromium) Simply treating industrial wastewater is not a * chemical industries (various) sufficient solution to industrial wastewater man- * paint manufacturing (metals) agement; proper sludge disposal facilities are es- * automotive industries (grease, oil, metals) sential. Also, toxic substances should be addressed * metal engineering (metals, cutting oil) before wastewater treatment, through pre-treat- * oil industries (grease, oil) ment or waste minimization at source, rather than * printing (oils, chemical dyes) expecting the treatment plant to dispose of large Sludges containing one or more of the above amounts of toxic sludge. ingredients in quantities exceeding standards should be treated as hazardous waste. Centralized Sludge Treatment The first step in hazardous waste management is to clearly define what is considered hazardous Treating and disposing of sludge is an important waste. Inappropriate definition and inadequate part of wastewater treatment and can represent a legislative tools have led to situations where haz- considerable share of the total cost. For many in- ardous wastes are managed on an ad-hoc basis. For dustries, individual sludge processing is too ex- example, presently in Sri Lanka hazardous wastes pensive. One solution is building temporary on- are defined by the U.S. Environmental Protection site storage at each factory and treating sludge at a Agency Resource Conservation and Recovery Act centralized facility. Some industries in the study definition, which uses stringent testing procedures areas individually process their sludge, but final to define hazardous wastes. The lack of trained disposal remains a problem. For example, around personnel and sophisticated testing equipment Jakarta, in many cases individually treated sludge, makes such a definition inappropriate and unreal- including potentially toxic chemical sludge, is dis- istic in Sri Lanka. In addition, the country has no posed of with the industries' domestic solid waste, specialized hazardous waste treatment facility. and are collected by government agencies or dis- Thus, it is left to the waste generator to treat and posed on their premises. dispose of his wastes. Groundwater contamination resulting from the improper disposal of hazardous waste has already been reported in the study areas. Hazardous Waste Management Therefore, the first priority is to establish appro- priate hazardous waste legislation. Realistic and What is Hazardous? Definitions and Standards locally applicable standards need to be introduced. Hazardous wastes are those whose characteristics Storage, Treatment, and Disposal are toxic, corrosive, flammable, explosive, infec- tious, or radioactive. Sludge from purely organic Proper hazardous waste treatment and disposal fa- wastewater does not contain hazardous compo- cilities are cost-effective in the long-term. Envi- nents, but these days, even most "domestic" ronmental clean-ups and site remediations are sig- Wastewater Treatment in Asian Cities 18 nificantly more expensive than adequate treatment vironmentally safe collective treatment and final and disposal facilities. Comprehensive hazardous disposal facilities. Simple techniques such as or- waste management should consist of 1) waste ganic and oily sludge incineration in cement kilns minimization, 2) better on-site temporary storage and stabilization of inorganic wastes can be adopted. of toxic sludge and other materials, 3) appropriate Any residues from incineration and solidified treatment by individual industries or at a central- wastes should be disposed in a secure landfill. ized facility, and 4) suitable hazardous waste dis- posal at a secure landfill facility. Current Status in the Study Areas As noted earlier, wastewater management should emphasize waste minimization and segre- Individual plants generally dry their sludges and gation at source, including hazardous waste. For dispose them on their premises, send them with example, in the case of the Ja-Ela area, it was esti- other solid waste to a municipal landfill, or ille- mated that waste minimization would reduce haz- gally dump them on waste ground or in waterways. ardous waste by 20-30 percent. Industries should A specialized hazardous waste treatment plant has be encouraged to re-evaluate their needs for haz- just been built in the Jakarta study areas, and haz- ardous chemicals. Where the chemicals are still ardous waste regulations are under preparation in needed, means should be developed for reusing, Indonesia. Individual industries needing to dis- reprocessing, or recycling them. A waste ex- pose of hazardous sludge will need to arrange this change program might be developed, so that one with the hazardous waste plant, which will then industry's spent chemicals could be reused as an- collect fees for the services. other industry's feedstock. In all the study areas, only a few industries On-site storage facility of hazardous sludge at in- were classified as generating any significant dividual plants needs properly designed and safe con- amount of hazardous waste. And, as in Ja-Ela tainment facilities. However, such measures should Ekala, where industries generating hazardous be only temporary, because long-term hazardous waste were geographically concentrated, handling waste management plans need economical and en- and disposal were relatively manageable. 4 Ownership, Management, and Financing Private Sector Participation best handled by a public authority, since in most cases it runs under roads controlled by provincial One of the most essential questions in identifying or municipal authorities. One example is the an optimal institutional arrangement for a waste- Mookervart area, where municipal wastewater is water treatment system is whether or not to in- expected to eventually contribute 70 percent of the volve the private sector in what has traditionally total flow. The Ratmalana study also recommends been a public domain. Constructing, operating, public ownership and management of the residen- and managing an efficient wastewater treatment tial collection system. system in a cost-effective manner call for massive capital investment and prime management and en- trepreneurial skills. Institutional Arrangements One major argument for wider private sector in- volvement is that this will provide additional Many ownership and management options can be con- sources of financing where the goverrnent's fi- sidered for a wastewater management system. The nancing ability is limited, and where there are com- public and private entities that might be involved in peting demands on public financial resources. financing, constructing, managing, or operating the Where public resources are scarce, priority should system separately or in combination include: probably be placed on monitoring and enforcing * a national, provincial, or municipal govern- standards, rather than financing the construction, ment agency; operation, and management of a wastewater col- * a specialized public authority (e.g., NWSDB in lection and treatment system, as this can be jointly Sri Lanka); promoted with or delegated to the private sector. * a concerned industry association; Therefore, governments are increasingly collabo- * a private limited company; rating with the private sector, local or foreign, on * a joint venture with government; and mutually beneficial terms of BOO, BOT, or other * a foreign collaborator. public-private partnership arrangements. An optimal public-private partnership for in- However, the case for public ownership should dustrial wastewater management must define and be acknowledged if the facility is to serve a mix- distinguish between the owner's and the operator's ture of industrial and municipal customers, espe- responsibilities. In general, the owner's responsi- cially if the latter produces a large share of the total bilities are to supervise construction and manage- wastewater treated at a treatment plant. These ven- ment, to arrange financing, and to protect public tures are difficult to make both profitably attrac- interests by monitoring and controlling the quality tive to a private enterprise and affordable for resi- and affordability of the operator's services. This dential customers. Even where the joint treatment may include: facility is owned or managed by a private enter- * preparing feasibility studies and making invest- prise, the municipal sewerage network is often ment decisions; 19 Wastewater Treatment in Asian Cities 20 * determining the tariffs to be charged for the ser- environmental degradation caused by indus- vices; trial pollution, and implementing local waste * financing (except for a BOT arrangement where minimization programs; the operator is responsible for financing); * promoting and cooperating with the construc- * selecting and supervising technical design tion of a centralized wastewater treatment plant; specialists, building contractors, suppliers, and * helping formulate a fee structure for payment the operator; and reimbursement for constructing, operating, * negotiating an operating contract; and managing, and maintaining the facility; * providing the operator with access to the neces- * keeping abreast of recent developments and cost- sary underlying facilities. effective concepts in environmental technology; On the other hand, a wastewater collection and * working with national and international agen- treatment system operator's responsibilities cies to research these techniques' feasibility, should broadly cover O&M, including: and modifying existing operational methods * general system maintenance; where necessary; * maximizing system operational efficiency; * interacting with the community; and * ensuring operating safety; * promoting waste-exchange programs among * training operating staff; the members. * assessing the needs for system expansion and Through such an association, the polluting improvement; and member industries would take the institutional re- • financing, if required under a BOT arrangement. sponsibilities for constructing, operating, recover- The gray area between the owner's and the ing costs, and administering the joint treatment operator's domains includes: system. This would fit the polluter-pays-principle, e monitoring influent into the treatment plant; as the polluting industries would bear responsibil- * obtaining necessary permits or clearance; ity for the mitigation costs. Treatment facility i establishing pre-treatment standards (these ownership by an industry association would result may have already been set by the government, in better customer relationships and would encour- as in India); age adherence to pre-treatment standards and e ensuring that treated wastewater complies with other operating rules, since the beneficiaries are effluent standards; and the owners themselves. However, the industry as- - collecting payments from customers. sociation may lack wastewater management When ownership and O&M are separated, spe- know-how. This could be solved by contracting cific responsibilities must be defined and del- out facility operations. egated to appropriate parties. Where an industry association establishes a limited liability company, as described in box 4. 1, the company rather than the association would as- Industry Associations sume legal and financial responsibility, and the association's role would be limited to promoting Establishing an association of industries can be in- pollution control and environmental concern strumental in implementing a centralized waste- among area industries. water treatment project, as well as in general pol- lution prevention efforts. The association would be set up with the following objectives: Build-Operate-Transfer (BOT) * creating, promoting, and maintaining mutual un- derstandingandcooperationforreducing,abating, BOT projects are contractual arrangements preventing, and controlling industrial pollution; whereby the contractor constructs, finances, oper- * promoting awareness among industrialists of ates, and maintains an infrastructure facility for a 21 Chapter 4 Box 4.1: Proposed Institutional Arrangement for Ja-Ela Ekala The institutional arrangement suggested by the Ja-Ela fessional manager and operating personnel. If the partici- Ekala study is a limited liability company established, pating industries are reluctant to participate in managing owned, and managed by the participating area industries. the plant, they might choose to retain an external BOO This company would be responsible for implementing and company or an operating contractor. operating the centralized wastewater treatment plant, and would invite consultants, contractors, and equipment sup- pliers to bid on the various project components, or solicit Industrial bids from turn-key contractors. Enterprises As owners, the industries would also assume the financ- ing and operational responsibilities and risks. The com- Government Industrialists' Wastewater pany would be responsible for meeting effluent standards. Company TreatmentS It is anticipated that the company would be self-sustaining Minority Shareholding without subsidies. This scenario would mean that the for the Reserve Capacity waste generators, through the limited liability com- pany, would assume full responsibility. Of a total invest- ment cost of SL Rs.270 million, the study suggests a 30 per- A cent equity financing by the participating industries and |inancing, Engineering, Construction, other investors, and 70 percent loan financing. The SL Rs. and Management Services 80 million share capital would be divided among the par- ticipating industries proportionate to each industry's share Since it would be unfair for the initial participating en- of the total flow and COD load. A development credit of terprises to bear the entire system construction costs, in- SL Rs. 190 million is assumed to be covered by IDA, on- cluding excess capacity reservation, the study suggests lent to the wastewater treatment company on a project risk, that a government agency or the private sector invest in the against a mortgage, or a guarantee of the owners. system, perhaps by becoming minority shareholders. Over (SL Rs. million) Foreign Local Total Percent time, these investors could sell their shares to industries in- Loan Financing 63.0 127.0 190.0 70 terested in joining the treatment system. The government Equity 80.0 80.0 30 might assume the responsibility for the ownership and Total 63.0 207.0 270.0 100 management of the centralized treatment plant. This op- The company would establish cost recovery policies tion, however, contravenes present GOSL policy. A major and set tariffs. The participating industries would manage government role would be better justified in a more com- the company through a board while day-to-day manage- prehensive wastewater network, larger in scale than this ment and O&M activities would be undertaken by a pro- study area alone. specified period of time, during which the contrac- and a risk-adjusted return on his investment. An ad- tor charges the facility users tariffs, fees, and other vantage of this arrangement over direct govern- charges in order to recover capital, operating costs, ment involvement is that the project does not strain government balance sheets. At the end of the con- tract, the contractor transfers the facility to the ulti- mate owner, usually a government or other public Figure 4.1: BOT Arrangement authority, underthe terms ofthe original agreement. with the Government BOT arrangements usually separate the right to Industrial Wastewater Government earn revenue under the concession agreement from anterprises Treatment Syste Agency the ownership of the underlying fixed assets, Concession which normally remain with the owner, generally AgSrvee ent a public authority. BOT companies running a wastewater treatment facility often require a guar- Priva_te ~Setor BOTC---- -------- -- --- - -M OUni l [ t ~~~Payment for operationsl Treatment Wastewater m Adnistration and O&M ollection and Disposal | Monitoring Revenue Collecting Network Organizational/ financial link Industrial Residential - _ - -- -- -Revenue flow Customers Customers revenue collection from customers (especially Under the BOT approach, one or more private residential customers) is expected to be difficult. sector sponsors are authorized to create a private BOT contracts are usually signed between a gov- project company. The sponsors typically include a emnment and a private sector enterprise, for public major international engineering and construction sector projects. One variation is an arrangement firm and equipment suppliers, who then act as where the private company owns the facility until project builders and suppliers. The project com- the end of the contract period (i.e., Build-Own- pany may include passive equity investors or even Operate-Transfer, or BOOT). a minority equity participation by government. 23 Chapter 4 administer the wastewater treatment facility, there is no need to contract an external BOT company, Figure 4.2: Government which would probably result in higher tariffs. Manageiment Option A major drawback of these arrangements is that Industrial Wastewater Government developing a BOT, BOO, or BOOT project is com- Enterprises Treatmen plicated, time-consuming, and expensive. In gen- eral, expensive legal, financial, and institutional lervice Ownership expertise is required to ensure that all parties are protected and that the potential rewards and risks Operations Conducted with are distributed equitably. A BOT, BOO, or BOOT iGovernment Agencies company's advantages must significantly balance the required expenditure, time, and energy, and they are normally not a suitable model for small- scale projects. In many cases such projects failed Build-Own-Operate (BOO) because high front-end costs crippled the project before the launch. The BOO concept authorizes a private company to construct, finance, operate, and maintain a speci- fied infrastructure faciility for a lengthy period of Government Ownership and Management time. The project company is responsible for sys- tem operations and management, without obliga- The government, usually local or municipal, and rel- tion to transfer the fixed assets to an industry asso- evant agencies assume responsibility for facility own- ciation or the government. ership and management, including full responsibil- BOO arrangements normally are used to privatize ity for project design, implementation, operation, public services. As the participating industries are management, and financing. Under this model, par- free to establish a private company of their own to ticipating industries tend to remain rather passive. 5 Cost Recovery and Tariff Structure Establishing an appropriate tariff structure is im- vidual industries with incentives to reduce pollution, portant to ensure sufficient revenues to cover the in order to lower the tariff payments. In Europe, for costs of centralized or joint wastewater treatment. example, a typical tariff fornula includes BOD, There are two broad categories of costs to be re- Kjeldahl-nitrogen, and annual hazardous waste load. covered from customers: A tariff structure based on multiple parameters, like * Capital costs: debt servicing for financing the this one, can more accurately implement the pol- treatment plant and collection, disposal sys- luter-pays-principle, but may be too complex and tems, and connection of each user to the collec- impractical for the study areas. Multiple parameter tion system; and methods require complex sampling and analysis in * Operating costs: O&M for collection and treatment order to determine each customer's charge. Any facilities, depreciation, and administrative costs. tariff formula chosen should be simple to apply and Ideally, ongoing operations should be self-sus- easy to enforce. Volumetric flow and BOD mea- taining, and in theory, all water users should fully sures would be an appropriate set of parameters for pay for both capital and O&M costs in the forms of wastewater treatment tariffs, since, according to the capital and finance charges, as well as wastewater- Ja-Ela Ekala study, at typical activated sludge treat- based tariffs. This would mean that the general tar- ment plants about 60 percent of O&M costs can be iff structure should be established in such a way attributed to the flow and 40 percent to biological that tariff revenues will cover all costs listed load. However, BOD analyses are often highly er- above. Once the level of total tariff revenue neces- ratic, especially in higher concentrations, and un- sary for this has been identified, there are several suitable as a billing basis for individual industries. ways in which it can be spread among different Instead, the Ja-Ela Ekala and Jakarta studies recom- types of customers. mend using COD concentration which, although not directly related to BOD values, reflects final oxygen demand in the recipient water and can be The "Polluter-Pays-Principle" measured more accurately and economically. Fairly reliable data on pollution loads and flow Applying the polluter-pays-principle to revenue contribution by each industry tend to be available collection for centralized industrial wastewter for organized industrial estates like JIEP. How- treatment implies that the costs are shared among ever, for treatment plants serving less well-orga- participating industries proportionately to the sys- nized industrial zones or treating a considerable tem capacity required to manage their specific amount of residential wastewater (for example, the wastewater. The tariff structure should reflect this. proposed treatment plant for Mookervart), setting An ideal tariff structure is based on both volumet- tariffs by the polluter-pays-principle will be more ric flow and pollution load, ensuring that all partners complicated due to lack of reliable data. are treated evenly and there is no cross-subsidy among Tariff structures can be simplified by leaving the industries. Furthermore, this provides indi- out the pollution load component, such as BOD or 24 25 Chapter 5 COD measurements, and basing it only on vol- Some form of government subsidy for joint treat- ume. The main advantage of the volumetric tariff ment of municipal wastewater may be necessary is an easier and more reliable verification of the and justifiable on grounds of the greater social and volumetric flows of each enterprise as well as environmental benefit. simple calculations. As long as BOD and COD Another way to make-joint wastewater treat- concentrations do not vary substantially among ment affordable for residential users is cross-sub- the participating industries, the volumetric tariff sidization by industrial participants. For example, would be reasonably fair. For example, a simple the Ratnalana-Moratuwa study proposes a tariff volumetric tariff structure would be sufficiently scheme with different flow-based rates for differ- equitable for a common treatment plant serving a ent categories of customers-industrial, commer- cluster of industries with similar production pro- cial, and residential-resulting in industrial cus- cesses and raw materials. tomers partially covering the actual costs of For joint treatrnent of municipal wastewater, treating residential wastewater. strict application of the polluter-pays-principle is desirable but not always feasible in terms of Assumptions affordability. For many households in the study areas, tariff rates set for full recovery of invest- Basic conditions necessary for successful cost re- ment and O&M costs would be too expensive. covery through tariffs are as follows: Box 5.1: Tariff Structures in Practice and Cost Recovery Rates A common effluent treatment plant for an industrial estate with COD values is used, as presented below: in Odhav, Gujarat, India, uses a tariff structure that divides the participating industries into four categories: 1) unoccu- Cost Recovery Mechanism at the Treatment Plant at pied plot or shed; 2) engineering industry; 3) water-based Jeedimetla, Andhra Pradesh (1991) non-polluting industry; and 4) polluting industry. For COD Concentration Rs. per 10,000 liter these four categories, a fixed monthly charge is levied as of EfMuent tanker or fraction given in the table below: 1-5000 150 Cost Recovery Mechanism at the Treatment Plant at 5,001-10,000 175 Odhav, Gujarat (1991) 10,001 15,000 200 Classification Rs. per month 20,001-35,000 250 Vacant lot or shed 75 Above 35,000 Additional charge of Rs. 25 per Engineering industry .00 tanker for every 1,000 of COD. However, for such tanker loads, Water-based non-polluting industry 300 specific prior approval must be Polluting industry 500 obtained by the customer from the treatment company. This structure attempts to reflect pollution load varia- This system works well because it requires monitoring tions among different types of activities, but fails to include only one quickly-checked parameter, and it is very easy to variations within each category. Moreover, it does nottake into enforce. Tariff collection for this treatment plant has been account volumetric flow, leaving no incentives for enter- very good, averaging 90 percent This is mainly due to the prises to minmize their wastes. Once an enterprise has been fact that the effluents are transported by tankers, permitting classified, it pays the fixed amount no matter how much or strict control over wastewater discharges. Wherever waste- how little effluent it generates. Even at these low charges, water is collected through a sewer network, tariff collection the collection rate is quite low, averaging 50 percent is more difficult, unless water usage is accurately metered. The tariff structure used at a common effluent treatment Source: Environmental Engineering Consultants. Re- plant at Jeedimetla, Andhra Pradesh, is based on flow and port to the World Bank upon Common Effluent Treatment COD values. For every 10 cubic meters, a sliding scale Plants in India, January 1991. Wastewater Treatment in Asian Cities 26 Table 5.1: Tariff Structure Recommended Table 5.2: Tariff Structure Recommended for the Proposed Wastewater Treatment for the Proposed Wastewater Treatment Plant in Ja-Ela Ekala Plant in Ratmalana-Moratuwa Effluent Flow Tariff Rs. 48/cubic meter Industrial/Commercial (US$0.96/cubic meter) Rs. 47/cubic meter Effluent COD Tariff Rs.13/kg (US$0.26/kg) Flow Tariff (US$0.94/cubic meter) Annual Subscription Rs.65,000/year Industrial Process (US$1,300/year) Connection Fee (a) Rs. 15,000 (IJS$300) Industrial Domestic Rs.37,000 (US$740) Connection Fee (a) Effective monitoring and enforcement of ef- Commercial Connection Rs. 26,000 (US$520) fluent standards for all industries, with pen- Fee (a) alties for non-compliance adequate to serve Residential Users as a deterrent (i.e., exceeding the cost of par- Flow Tariff Rs. 10/cubic meter ticipating in the system). These standards (US$0.20/cubic meter) should also be applied to discharges from in- Connection Finance Rs. 120/month dustries outside the project area, providing in- Charge (b) (JS$2.40) centives for these industries to connect to the (a) one-time fee to cover actual connection costs . (b) a monthly surcharge for recovery of amortized system, and discouraging industries from relo- costs of residential connection, to continue for at cating outside the serviced area. least 15 years. * The government requires all residential, commercial, and institutional organizations to connect when the collection system be- comes available. Full participation will be nec- treatment system, relative to each industry's share essary for the system to effectively reduce wa- of the actual flow and COD load. This tariff struc- ter pollution, and full utilization of the system ture was established based on the revenue level will be necessary to meet revenue requirements necessary for full recovery of amortized invest- for operations and debt servicing. ment cost and O&M costs, and consists of a) a base * Costs of necessary pre-treatment to be borne subscription fee covering administrative and by individual industries, in order to encour- monitoring costs, b) a flow-based component, and age waste minimization at source. Substantial c) a COD-based component as given in table 5.1. pre-treatment should be reflected in lower tariff charges for centralized treatment. Ratmalana-Moratuwa (volumetric flow only) Examples of Recommended As at Ja-Ela Ekala, the polluter-pays-principle has Tariff Structure been applied to determine the tariff structure for industrial and commercial users, but only based on Ja-Ela Ekala (volumetric flow plus COD load) flow. Table 5.2 summarizes the tariff rates recom- mended by the study. The residential tariff struc- The study recommends the application of the pol- ture was established based on cash-flow analysis luter-pays-principle to determine the tariff struc- including the level of government subsidy neces- ture for the centralized wastewater collection and sary for household affordability in the study area. 6 Regulatory Framework Monitoring and Enforcement of Standards tional Environmental (Protection and Quality) Regulations, No. 1 (1990) and National Environ- Two levels of monitoring and enforcement are mental (Procedure for Approval ofProjects) Regu- needed for centralized or joint wastewater man- lations, No. 1 (1993). These define the projects agement to function effectively: 1) monitoring ef- which need prior approval at the ministry level, and fluent from individual industries coming into the need an Environmental Impact Assessment (EIA) centralized treatment system, and 2) monitoring or an Initial Environmental Examination (IEE). effluent after centralized treatment. Furthermore, the regulations require that no For the forner, certain standards are needed to person can discharge, deposit, or emit waste into protect the centralized treatment system, and to re- the environment without a license from the Central quire any necessary pre-treatment. These stan- Environmental Authority (CEA). Industry-spe- dards should be set and monitored by the owner or cific and receptor-specific effluent standards are operator of the centralized treatment plant, and also given. compliance should be a precondition included in Wastewater treatment is not mentioned in the the service contract for treatment. Some countries NEA Schedule for projects and undertakings need- or states may have standards for pre-treatment by ing prior approval. The closest listed undertaking certain industries. The plant owner or operator is constructing waste treatment plants treating could set additional or more stringent standards if toxic or hazardous waste. Because the proposed necessary to protect the centralized system. centralized treatment plant in Ja-Ela Ekala re- The effluent standards for the final discharge quires pre-treatment at the source to remove toxic after centralized treatment are usually set by the pollutants in advance of centralized treatment, it central or local government. Compliance by the can be interpreted that an EIA or IEE is not legally centralized treatment operating company should required for this centralized treatment plant. Indi- be monitored by a relevant authority to ensure en- vidual industries, on the other hand, would need to forcement of these standards. The effluent stan- be individually appraised on their use of toxic or dards applicable to the proposed centralized and hazardous materials. An environmental license for joint treatment plants for the four study areas are the centralized treatment plants would still be given in table 6.1, which also includes Indian stan- needed for the Ja-Ela Ekala plant, even if effluent dards for comparison. standards are met. The proposed treatment plant in Ratmalana-Moratuwa comes under the Coastal Sri Lanka Conservation Act, and an EIA would be required to construct the ocean outfall. The legal framework covering environmental is- sues in Sri Lanka is expressed in the National Envi- Effluent standards. The NEA provides general ronmental Act (NEA), No. 47 (1980), amended by standards for discharging domestic and industrial Act No. 56 (1988). This was expanded by the Na- effluents into inland surface waters and marine 27 Wastewater Treatment in Asian Cities 28 Table 6.1: General Standards for Discharge of Effluents into Inland Surface Waters total mg/i, unless noted otherwise Sri Lanka (a) DKI Jakarta (b) India (c) COD 250 100 250 BOD 30 75 30 pH (no units) 6.0-8.5 6.0-9.0 5.5-9.0 TSS 50.00 100 100 Total dissolved solids n.a. 200 2,100 Temperature (Celsius) 40 38 40 Oils and greases 10 5 10 Phenolic compounds (C6H5OH) 1 0.50 1 Total chromium (Cr) 0.10 1 2 Copper (Cu) 3 1 3 Lead (Pb) 0.10 0.10 0.10 Nickel (Ni) 3 0.10 3 Zinc (Zn) 5 2 5 Arsenic (As) 0.20 0.10 0.20 Boron (B) n.a. 1 2 Selenium (Se) 0.05 n.a. 0.05 Ammonical nitrogen (N) 50 5 50 Sulfides (S) 2 0.05 2.80 Sulphates (S04) n.a. 100 1,000 Chlorides (Cl) n.a. 100 1,000 Cyanides (CN) 0.20 0.05 0.20 Fluoride (F) 2 2 2 Cadmium (Cd) 0.10 0.05 1 Mercury (Hg) 0.0005 0.002 0.01 Radioactive material: Alpha emitters (microcuries/ml) 10-' follows the 10-7 BATAN rules Radioactive material: Beta emitters (microcuries/ml) 1 0- follows the 10.6 BATAN rules (a) Central Environmental Authority, Sri Lanka. National Environmental Act, No. 47 (1980), as amended by Act No. 56 (1988). (b) Developed by the Government of DKI Jakarta, based on KEP-03/MENKLHI/1 1/1991, issued by the State Ministry for Population and Environment. (c) India: Environment (Protection) Rules, 1986 coastal waters, and would apply to treated effluent The Scheme for the Control of Pollution for from the proposed centralized treatment plant in Existing Industries (SCOPE), developed in 1992, the Ja-Ela Ekala area. However, at present there is a concept aimed at providing interim relief to are no standards for effluent discharged via an existing industries in their efforts to meet the stan- ocean outfall, as would be the case for the pro- dards set in the NEA. It proposes a set of more re- posed treatment plant in the Ratmalana-Moratuwa laxed standards compared to the NEA, and is to be area, which would have a 2-kilometer long ocean implemented over a period of five years. However, outfall. The existing standards for marine coastal the study recommends that the proposed plant in waters covers only 300 meters from the low-tide the Ja-Ela Ekala area be designed to meet the shoreline. It is strongly recommended that suitable original effluent standards set under the NEA, effluent standards for discharge into the offshore rather than the SCOPE standards. The latter are marine environment be addressed in the EIA, and still not lax enough to enable substantial simplifi- be adopted by CEA. cation of treatment system design and subsequent 29 Chapter 6 cost savings. Even if the proposed plant were built must be discharged into the sewer while the waste- for just enough treatment efficiency to meet water itself must meet certain standards. SCOPE standards, the limited time span would ne- cessitate upgrading the treatment plant within two Effluent standards applicable nationwide have or three years. Nevertheless, SCOPE offers a pos- been issued by the State Ministry for Population sibility for phased construction of the central- and Environment (KEP-03/MENKLH/11/1991). ized treatment plant. This decree establishes four categories of waste- water standards, depending on the types of recep- Monitoring. Currently there is no legal require- tor (drinking water; fishing; agricultural use; con- ment for monitoring the chemical content of the servation and protection of aquatic life). Based on sludge produced at the joint treatment plants. Leg- this, the local government of DKI Jakarta issued islation concerning definition, handling, and final its own set of standards applicable to industrial and disposal of solid, liquid, and gaseous hazardous commercial activities in the area, which will apply wastes needs comprehensive revision. The issues to treated effluent from the proposed centralized needing amendment in the context of wastewater treatment plant. The Jakarta standards contribute treatment either at source or in a centralized sys- to the general improvement of the quality of area tem are evaluated in the section on hazardous water bodies, but some individual parameters are waste and sludge disposal above. too lax while others are unrealistically stringent, As for the quality of influents into a centralized making full compliance difficult and expensive. treatment facility, the facility operator should con- duct a monitoring program to ensure that all ser- Establishing realistic standards. Some develop- viced industries comply with pre-treatment stan- ing countries have adopted stringent standards dards set forth in their seniice contracts. comparable to those of developed countries and tried to obtain compliance within an unrealisti- Indonesia cally short period of time. Often overlooked are the enormous costs of upgrading existing waste- The Ministry of Industry, through decree No. 20/ water treatment plants or building new facilities. It M/SK/1/1986, requires that an industrial estate's is strongly recommended that a more realistic ap- management assume responsibility to treat the proach be adopted in cases where increasingly estate's wastewater. In the case of JIEP, wastewa- stringent standards will be phased in over a period ter treatment responsibilities are transferred from of time. SCOPE, as introduced in Sri Lanka, is one individual industries to the managing organization such attempt. For Jakarta the study recommends P.T. JIEP through transfer of an official document, an alternative set of effluent standards more appro- Tata Tertib Kawasan Industri (TTKI), which priate to the proposed centralized treatment plant specifies existing industries' obligation for con- nection, pre-treatment, fee payment, etc., for cen- tralized wastewater treatment. In the Mookervart studly area there is no formal Table 6.2: Effluent Standards framework such as TTK[ because it is not an in- Recommended by the Jakarta Study dustrial estate. Still, the industries in this area Parameter would be obliged to meet the effluent standard (glcubic DKI Proposed Standards given below. The proposed treatment facility for meter) Standards 1995 2005 2015 Mookervart would treat municipal wastewater as BOD 7S 75 50 35 well. Participation of area households would be TSS 100 100 100 120 subject to Governor Decree No.45 of 1992, which NH4-N 5 10 8 5 stipulates that within a sewered area, wastewater Wastewater Treatment in Asian Cities 30 than the ambitious standards established by the lo- comply with a more moderate and achievable set cal DKI Jakarta government (table 6.2). In fact, of standards. water pollution in the area is so severe that driving a few industries into compliance with strict stan- Monitoring. Industries in the Jakarta area are re- dards will make no improvements. What is needed quired by law (PP20) to have their wastewater ana- is to get all industrial and domestic sources to lyzed by the laboratory of DKI Jakarta (KPPL). Appendix A Polluter Inventory Ja-Ela Ekala, Colombo, Sri Lanka Category 1: dry process; no water used (55 indus- tries); The study identified a total of 143 industrial estab- Category 2: industrial water consumption less than lishments in the area, 135 in operation and eight be- 5 cubic meters per day (55 industries); ing planned. Of these, 80 (56 percent) use water in Category 3: industrial water consumption greater their operations, 66 (83 percent) ofthese businesses than 5 cubic meters per day (25 industries). generate industrial effluents, and presently only 13 It became evident that fewerthan one-fifth ofthe have on-site treatment facilities. Only three have industries were using the greatest quantity ofwater. comprehensive treatment systems. The sectoral The total flow volume of effluents needing distribution of the industries and their effluents in treatment in the study area is estimated to be 1,412 the study area is summarized in table A. 1. cubic meters per day, with total BOD load of 620 The figures in table A.1 exclude cleaner efflu- kilograms per day. Of this flow, only about 284 cu- ents, such as cooling water, which are assumed to be bic meters per day (20 percent) is currently treated segregated from effluents needing further treatment. by the 13 existing on-site treatment plants. Ekala To illustrate the use of water in production, the Industrial Estate (EIE) possesses a central treat- study divided the 135 operating industrial estab- ment plant, built in 1963, but it only treats domes- lishments into three categories of water use: tic wastewater and does not operate properly due to lack of spare parts, pipe blockages, and in- adequate revenue. Table A1: Types of Industries in Ja-Ela Ekala EIE, which houses Number of Total Flow (cubic 39 operating industries, Industries meters per day) is equipped with piped Food and beverages 14 210 water supply and sew- Textile and leather tanneries: wet processing 18 878 erage. There is no piped Textile and leather tanneries: dry processing 28 1 erage. T he inouie sewerage for the indus- Chemical 26 134 tries outside EIE. A col- Mineral Products 6 36 lection system for the Metal 17 37 proposed centralized Machinery and equipment 10 2 treatment plant would Timber: dry processing 10 0 be feasible only if the Paper 3 1 effluent-generating in- Agriculture and aquaculture 2 113 dustries were located Others 1 0 reasonably close to Total 135 1412 each other and their ef- fluent volume big A-1 Wastewater Treatment in Asian Cities A-2 enough; in other words only in and around EIE. tions of industry types found in the area are sum- The study proposes participation by 73 industries, marized in table A.3. based on their effluent generation levels. 68 indus- Based on the inventory of existing industries, tries would have pipe connections to the collection the total flow of industrial effluents in the area was network, and five industries outside the network would transport effluent by tankers. Table A.2: Types of Industries Ratmalana-Moratuwa, Colombo, Sri Lanka2 at Ratmalana-Moratuwa Number of This study identified 222 industrial establishments Industries in the area. The predominant industries are textiles Garments 80 and garments, chemicals, metal finishing, food, Textiles 20 and asbestos products, in addition to a number of Metal and equipment 23 small-scale and cottage industries. Currently, liq- Chemical, pharmaceutical, and 17 uid wastes from industries are discharged un- applied products treated into nearby drainage courses. Domestic Food and beverages 17 wastewater is directed to septic tanks. Washwater Equipment maintenance, repair, 16 is generally discharged directly into roadside and technical training centers drains. The sectoral distribution of industries in Printing 10 the area is summarized in table A.2. Plastic 11 The total flow of industrial effluents, including Others 28 both process and domestic wastewater, is esti- Total 222 mated to be about 8,000 cubic meters per day. The total municipal wastewater flow is estimated to be 7,260 cubic meters per day, and will be included in the joint treatment. Process water is generated Table A.3: Types of Industries at from about 100 industries in the study area; over Mookervart 50 percent of this is generated by the textile manu- Number of facturing sector and another 35 percent by the Industries equipment maintenance and repair sector. Of this, Food and beverages 21 more than 90 percent comes from vehicle and Textiles, garments, and leather 24 equipment washwater. Segregating washwater tanneries could reduce this process water by at least 30 per- Chemical 20 cent. Over 90 percent of the total process water Metal 24 flow is generated by only 25 percent of industrial Paper 5 establishments. Plastics 30 Pharmaceuticals and cosmetics 2 Printing 8 Mookervart, Jakarta, Indonesia3 Electronics 13 Machinery 8 The Mookervart study area is characterized by a Wood 4 relatively large number of highly polluting types Special material 9 of industries. Of the 176 industrial establishments Others 9 in the area, 19 are foods and beverages, 14 are tex- Total 176 tiles, and 20 are chemical industries. The propor- A-3 Appendix A Cipinang, Jakarta, Indonesia4 Table A.4: Mookervart-Sources of Effluents Top Ten Study Area Total Share of Top Ten The study area has 122 Polluters (176 Factories) Polluters industrial establish- Flow (cubic meters per day) 7,290 3,991 54.7 ments in operation, and Raw BOD (kilograms per day) 6,346 7,670 82.7 Treatment efficiency 38% 38% not determined are of highly polluting Net BOD (kilograms per day) 3,991 4,777 83.5 industries, such as food, dairy, beverages, tex- tiles, and drugs and cos- estimated to be 14,501 cubic meters per day, with metics. The sectoral distribution of industries in a BOD load of 7,670 kilograms per day. Existing the area is summarized in table A.5. treatment facilities at a few of the industries re- The total flow of industrial effluents in the duce the total BOD load by 38 percent to a net study area is 15,942 cubic meters per day, and the BOD load of 4,777 kilograms per day. The study BOD load is 7,956 kilograms per day. The study further found that 82 percent of the net BOD load found that more than half of the industries already and 50 percent of the total flow are contributed by have individual treatment facilities which are rela- the ten largest polluters-six food and beverage tively efficient, reducing the BOD load by 60 per- industries, three textile industries, and a paper cent to 3,192 kilograms per day. The inventory mill. Only four of these ten polluters currently further revealed that the ten largest polluters in the have individual treatrnent facilities. This is sum- area contribute 84 percent of the net BOD load and marized in table A.4. 63 percent of the total flow. Of these, eight indus- As is apparent from table A.4, Mookervart is a tries already have individual treatment facilities classic example of an industrial area where most of the water pollution is generated by a few large-scale polluters. However, further industrial development in the area is expected to occur among medium- Table A.5: Types of Industries scale industries (20-100 employees) rather than in Cipinang large-scale polluters. Therefore, the total industrial Number of effluent in the area is not expected to increase dra- Industries matically. In fact, the study projects that the total Food, dairy, and beverages 22 BOD load will substantially decrease due to in- Textiles, garnents, and leather 13 creased individual treatment by current major pol- tanneries luters. Moreover, the Ministry of Industry is dis- Chemical 26 couraging further industrial development in this area. Metal 8 On the other hand, municipal wastewater is ex- Paper 2 pected to increase significantly. Currently, 75 per- Plastics 6 cent of total wastewater in the area is generated by Pharmaceuticals and cosmetics 20 industry, but by 2015, domestic wastewater is ex- Printing 8 pected to represent over 70 percent of the total Electronics 7 flow. This is due to anticipated population growth Machinery 5 and sewerage projects due to be implemented in Special material 2 the area, piping more residential wastewater to the Others 3 proposed joint treatment plant. The study recom- Total 122 mends joint treatment of municipal wastewater. Wastewater Treatment in Asian Cities A-4 on-site, resulting in the average efficiency of 41 percent. This is sum- Table A.6: Cipinang-Sources of Effluents marized in table A.6. Top Ten Study Area Total Share of Top Ten Between 1987 and Polluters (122 Factories) Polluters (%) 1991, the number of Flow (cubic meters per day) 10,059 15,942 63.3 large-scale industries in Raw BOD (kilograms per day) 4,608 7,956 57.9 Cipinang doubled while Treatment efficiency 41% 60% not determined medium- and small-scale Net BOD (kilograms per day) 2,694 3,192 84.4 industries decreased sig- nificantly, unlike Moo- kervart where industrial growth occurred mainly bling, as well as equipment manufacturing indus- among medium-scale industries. As stated above, tries which produce limited wastewater, unlike the most ofthe large-scale industries already have indi- food, beverage, and textile industries. The sectoral vidual treatment facilities. Therefore, further in- distribution of industries in JIEP is summarized in creases in industrial pollution from growing pro- table A.7. duction capacity is expected to be offset by Despitethe factthata large numberof industries increased pollution reduction measures at the larg- operate in JIEP, the total raw BOD load is much est polluting industries. Based on these projec- lower than in other study areas. This can be ex- tions, the study concludes that the future BOD load plained by the type of industries operating in JIEP; of industrial effluents in the area will remain fairly highly-polluting activities such as textile dying, constant while the total flow may increase slightly. dairy processing, paper mills, and tanneries are Municipal wastewater, which may be connected relatively less numerous in this study area. to the proposed joint treatment system, is expected Individual treatment is minimal, and much less to increase substantially due to population growth and building additional municipal sewerage. Based on the inventory of industries, the report concludes that centralized industrial wastewater Table A.7: Types of Industries in JIEP treatment is not the optimal solution for the Number of Cipinang study area. Most of the total BOD load in Industries the area is generated only by four industries. Food, dairy, and beverages 18 Moreover, many factories, including the largest Textiles, garments, and leather 1 8 polluters, already have individual treatment facili- tanneries ties or their effluents already comply with effluent Chemical 21 standards. Building ajoint treatment plant just for Metal 38 the remaining industries would be more expensive Paper 1 than investments in individual treatment and up- Plastics 9 grading existing treatment facilities. Printing 27 Electronics 15 Jakarta Industrial Estate at Pulogadung Mechanical 50 (JIEP), Jakarta, Indonesias Wood 12 Special material S JIEP contains 239 industrial establishments, most Others 13 of which are small- to medium-scale. It has a rela- Total 239 tively large share of metal'construction and assem- A-5 Appendix A dential areas in JIEP. However, this popula- Table A.8: .JIEP-Sources of Effluents tion is expected to de- Top Ten Study Area Total Share of Top Ten crease upon further in- Polluters (239 Factories) Polluters (%) dustrial development in Flow (cubic meters per day) 975 4,679 20.80 JIEP, and be effectively Raw BOD (kilograms per day) 1,414 2,182 64.80 dispersed by the year Treatment efficiency 8% 9% not determined 2005. Therefore, the Net BOD (kilograms per day) 1,301 1,992 65.30 study recommends treatment of industrial wastewater only. than in Mookervart and Cipinang. Only about 9 percent of the total BOD load is currently removed by existing individual treatment facilities. Unlike Endnotes Mookervart and Cipinang, where most ofthe effluent is generated by afew large polluters, JIEP's ten larg- ' Soil and Water Ltd. and Enviroplan, Ltd. April est polluters contribute only 20 percent of the total 1994. Feasibility Studyfor the Establishment of flow and 65 percent ofthe total net BOD load. How- a Joint Wastewater Treatment Plantfor Indus- ever, one candy factory contributes one-halfofJIEP's trial Estate/Industries in Ekala and Ja-Ela. total BOD load. This is summarized in table A.8. 2 Associated Engineering and Surath Wickrama- The inventory shows that 15 percent of the in- singhe Associates. July 1994. Feasibility Study dustries presently registered with JIEP are not yet for the Establishment of a Central Wastewater operational. Moreover, there is excess land area Treatment Plant for Industrial Estates/Indus- reserved for future industrial development, which tries at Ratmalana and Moratuwa, Greater will probably add another 20 percent increase in Colombo Area. industrial activities. Based on this, industrial efflu- I DHV Consultants BV in association with ents are expected to increase substantially in the IWACO, P.T. Waseco Tirta, P.T. Indah Karya, future. The study projects a doubling of the total P.T. Bita Bina Semesta. June 1993. Third flow by 2015. However, total BOD load is pro- Jabotabek Urban Development Project: Envi- jected to decrease substantially due to the expected ronmental Protection Component (A). Joint relocation of the single largest BOD contributor Waste Water Treatment for Industrial Estates. (the candy factory) out of JIEP. DHV Consultants et al., ibid. Currently, there are marginal low-income resi- DHV Consultants et al., ibid. Appendix B Cost Summary Ja-Ela Ekala: Cost Estimates and Financing Plan Suggested by the Consultant I (US$1=Rs.50) Investment Costs O&M Costs Component US$ million US$ per year Assuned by individual industries Flow Metering 0.08 5,600 Pre-treatment Plants 0.664 241,000 Self-monitoring 4,840 Total 0.744 246,600 Assumed by the BOO company Collection and Discharge Network (IDA) 1.729 27,000 Joint Treatmnent Plant (the BOO company) 2.052 202,300 Land (GOSL) 0.15 n/a Operator Monitoring 10,280 Total Base Cost 3.931 229,300 Price Escalation 0.643 Physical Contingency 0.378 Total Project Cost 4.952 Financing Cost 0.408 Net Working Capital 0.04 GRAND TOTAL 5.4 Ratmalana-Moratuwa: Cost Estimates and Financing Plan Suggested by the Consultant 2 (US$1=Rs.50) Investment Costs O&M Costs Component US$ million US$ per year Assumed by NWSDB Collection System (IDA) 14.702 169,800 Connections 6.136 0 TOTAL 20.838 169,800 Assumed by the BOO/BOT company Joint Treatment Plant 2.832 153,960 Outfall 3.496 4,600 TOTAL 6.328 158,560 B-I Wastewater Treatment in Asian Cities B-2 The report suggests that the centralized treatment tion by GOSL would be needed, comprising plant and ocean outfall could be 30 percent fi- US$2.98 million for the full cost of the residential nanced by BOT equity, and 70 percent by BOT collection system, in order to make charges for borrowing, while the collection system could be residential users affordable. The government con- fully financed by borrowing from IDA, and owned tribution might be as equity, an outright grant, or a and operated by NWSDB. An additional contribu- long-term loan with no interest. BOT Component Equity Loan TOTAL Treatment Plant and Outfall 1.898 (30%) 4.430 (70%) 6.328 million NWSDB Component Subsidy Loan TOTAL Collection and Connection 2.98 17.858 20.838 million Mookervart: Cost Estimates and Financing Plan Suggested by the Consultant 3 (US$1=Rp.2,193) Investment Costs O&M Costs Component US$ million US$ per year Collection System 11.59 439,079 Joint Treatment Plant 5.12 331,053 Total 16.71 770,132 JIEP: Cost Estimates and Financing Plan Suggested by the Consultant 4(US$1=Rp.2,193) Investment Costs O&M Costs Component US$ million US$ per year Sewerage 1.542 10,488 Connection 0.057 n/a Treatment Plant 0.76 20,520 Total 2.359 31,008 Endnotes for the Establishment of a Central Wastewater Treatment Plant for Industrial Estate/Indus- tries at Ratmalana and Moratuwa, Greater Colombo Area, July 1994. Soil and Water Ltd. and Enviroplan Ltd. Feasi- 3 DHV Consultants BV in association with bility Study for the Establishment of a Joint IWACO, P.T. Waseco Tirta, P.T. Indah Karya, Wastewater Treatment Plantfor Industrial Es- P.T. Bita Bina Semesta. Third JABOTABEK tate/Industries in Ekala and Ja-Ela, April Urban Development Project: Environmental 1994. Protection Component (A), Joint Waste Water 2 Associated Engineering and Surath Treatmentfor Industrial Estates, June 1993. Wickramasinghe Associates. Feasibility Study 4 DHV Consultants et al., ibid. D, CM-_:>.. 8 r ~~~~~~~~ * t / \ ~~~~~~~~~~ To K-ndy T. K,. P NegoGAbMPAHA \ . ;. / ,' <, ~~~~~SRI LANKA k.,: AS, D I S r R /c C T f X; FEASIBILITY STUDY FOR INDUSTRIAL WASTEWATER TREATMENT * E / ' -AMPAHA ' E '1. )A ELA ,:' \ Y J elo EKA,A',, ......... 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